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Home My WebLink AboutCASCADE VILLAGE LIFTSIDE CONDOMINIUMS COMMON LEGALC-a,sudre- Vi\\.rte_ 4i€tSrde- Corn/r,\on -pqrrnits ProJect l{ame: Applicaton Type; Prciect Description: Participanb: ProjectAddrees: UFTHOUSE CONDOS Legal Decriptionr Comll|enE: OWNER KOTYA INC 1U3o/2006 C'tO LATHAM & WA.TKINS ATTT{: D, P. BAKER 633 W sTH ST STE 4000 LOS ANGELES cA 90071-2007 APPUCANT UFTI-IOLSE CONDO ASSOCIATION 11/30/2006 Phone: 479-9100 1234 WESTHAVEN DR. VAIL co 81657 1234 WESTHAVEN DR VAIL ADMINISTRATIVE ACTION FORM Department of Community Development 75 South Fronhge Road Vail, CO 81557 tnl: 97Q-479-2138 fax: 970-479-2452 web: www.vailgov.com UFTHOUSE CONDO PLAT CondThPl ADM llumben ADM060018 Parcel: 2103-121-2200-1 Replat of the Liftside C.ondominiums map to Location; lob Bloclc Subdtuision: UFrSIDE CONDOMINIUMS See Conditions Motion By: S@nd By: Vote: Gondlffons: BOARD/STAFF ACfrOt{ Action: Date of Approrrel: Meetsng Date: Sf,AFFAPR Ltl29l2006 Cond: B (PI-AN): No changes to these plans may be made without the written consent of Town of Vail sffi and/or the appropriate rerview committee(s). Planner: WarrenCampbell DRB Fee Paid: $100.00 trA$100 $100 Adm inistrative Plat Conecaon Condominium/fownhouse Plat $100 $100 Physical Addrcss:4- u.o 4t6 Parcer No.r T\OZ Zoning! Name(s) of owner(s): Mailing Address: Owner(s) Signature(s Name of Applicant: Mailing Addressr (Conbact Eagle Co. Assessor at 970'328-8640 for parcel no.) t t-?1-p6 Application for Administrative Subdivision Plat Review Department of Community Development 75 Sorrth Frontage Road, Vail, Colorado 81657 tdi 970.479.2t39 faxt 970.479.2452 web: www,vailgov.com General Information: It is unlawful for any person, business, or corporation to violate any ofthe provisions of Title 13, Vail Town Code, or to transfer, sell, lease or agree to sell or lease, any lot, hact, parcel, site, separate interest (including a leasehold interest), interest in common, condominium interest, time-share estat€, fractional fee, or time-share lice,nse, or any other fivision within a subdivision within the Town until such subdivision has been appmved in writing by the Adminishator, Planning and Environmental Commission and/or the Couocil (wh.ichever is applicable) and a plat thereof recorded in the ofhce of the Eagle County Clerk and Recorder. Type ofApplicafion and F€e! tr Duplex Subdivision Plattr Single Family Subdivision Plat Description of the Request: Phone: E-mail Address;Fax: Ftcdev\FQRMs\Permits\Planning\ftlministretive-Aclions\Plat Review\condo-thJlat.doc Page 1 of 4 12-6-2005 *+f**t******:f*'t*{.**{.*****:t:9*'*r***!F*4.{r++*t**+****'}+********{'*****'****:*:t:fri***+*****tf*,!f**++*** TO\ryN OF VAIL, COLORADO Statement*****!***'**.*'**!F******r*****,*,*:*,***,k****'|!t **************+*+**+*+*+**,****:**.******+*****!F**,t**,**,** StatenenC Nunber: R050002032 Anount: $100.00 tL/3O/2A0601:37 pM Paltment Method: Check Init: ,fSNotation: 723,/TIMoTHY B. EI,BRECHT Permi t No; ADM05001B T'lG)e: Admlnist.ratlve Parcel No: 2LO3-L2L-22OA-T. Site Address: L234 WESTHAVEN DR \IA.IIr Location: ITIFTHOUSE CONDOS This Payment: s10o, o0 Tota,l. Fees: $X00.00Total AlIr Pmts: $100.00Balance: $0,00 ' ***,1.***'*!t****'F*!****r||****+#*!t**:*!**!**'***************:********'l+***+***+*,t**,r****:t*****!8*'******'* ACCOUNT ITEM LIST: Account Code Description Current Pmts pV 00L00003L12500 AdmLnistra.tive Fee 1.00. oo ffit.l['YOA'ELFTEKT Deeign Reyiew Eoard ACTIOI| FORI{ Oepartm€nt of Commufi ity Development 75 South Ffontage Road, Vail, Cobrado BlS57 tsl:S70.'f?9,2139 fex979.479.?452 web: www.veilgov.com Proffi llame: LIFTSIDE PLANTERS DRB l{umber: DRB0603G9 ProJect Description: RNAL APPROVAL FOR A COMMOI{ ELEMENT-UFTSIDE CONDOS REPAIR BROKEN PLANTERS. THE APPROVED CHANGES DID NOT REQUIRE AI,IY AMENDMENTTO THE SDD. Partlcipante: OWNER KOTYA INC 08lL4l2N6 gO LATHAM &WATKINS ATTNI D. P. BAKER 633 W sIH 5TSIE.t000 LOS ANGELES cA 90071-2007 APPUCANT UFTSIDE CONDO ASSOC. OElt4lzOgG Phone; ,f79-9100 Prcied Addrecs: 1234 WESTHAVEN DR VAIL UFTSIDE CONDOS PI.ANTERS Location: Legal Description: Parcel ltlumber: Comments: lofi Bfocfc subdivision: uFrsIoE coNDoMINIuMs t*)*a-{t- ts\ t\ae1a" 6 2103-121'2200-1 See Conditions Motion By: Seoond By: Vote; Conditionsl Planner: BOARD/STAFF ACTIOTI Aclion: SrAFFAPR Date of Approval: 10/02/2006 Cond:8 (Pl3N)l No changes to these plans may be made without the written consent of Town of Vail staff and/or the approprlate revieu/ committee(s). C.ond:0 (PLAN): DRB approval does not constihlte a permit for building. Please consult with Town of Vail Building personnel prlor to aonstruction activities. Cond:201 DRB approval shall not becorne valid for 20 days follovrring the date of approval. Cond: 202 Approval of this project shall lapse and become rrold one (1) year following the date of final apprwal, unless a bullding permit is issued and construdiofi is comrnend and ls diligently pursued toward completion. Warren Carnpbell DRB Fee Paid: $25O.OO Minor Exterior Alterations Application for Design Review General Informauon; All projects requiring design review must receive approval prior to submitting a building permit application' ?lease ,"f6r t6 ttru submitfit requirements for the particulai approval that is requested. An application for Design Review cannot be accepted untii all required information is received by the Community Development Department' The pi"j"ct rly .fsb need to be reviewed by the Town Council and/or the Planning and Environmental Commission' [.5gn ;iri". approvat lapses unless a building permit is issued and construction commences within Department of Community Development 75 South Fronbge Road, Vail, Colorado 81657 tel; 970.479.2128 Jax:. 970'479.2452 web: www.\railgov.@m one year of Ure aPPrcval. of Location of the Proposal: LoI-Block:- physicaf Address: t)74 W&tf/HF// VR' y/2 ,'o 9/6€7 Parcel No.:L t OJ tL I 22OO I (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) zonins: 5SI\+/ Name(s) of Owner(s): v 70 8r c hlr -0 Mailing Address: Owner(s) Signature(s): Name of Applicant: Mailing Address: Type of Review and Fee! tr. Signs tr C-onceptual Review O New Constructiontr Addition Minor Alteration (multi-family/commercial) Minor Alteration (single-family/duPlex) Changes to Approved Plans Y tr $50 Plus $1.00 per square foot of total sign area' No Fee $650 For construction of a new building or demo/rebuild' i:oo For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions)' $250 For minor changes to buildings and site improvements, such as' re-roofing, painting, window additions, landscaping, fences and retaining walls, etc, $20 For min6r changes to buildings and site improvements, such as' re-roofing, painting, window additions, landscaping, fences and retaining walls, etc' $20 For revisions to plans already approved by Planning Staff or the Design Review Board. "!t9 la r-uirAr, aJrr^.J I I t xt, TJ#TDE U Angu* lt,2006 To: To*lofVail Couaunity Dcpt. frmn: Davld FrF$i#Jil Liftsid+Assosietiotr Xc: Approvdof datcl Agril 2o,2006 Thc Board Li&rids Crrrrdottiniutxr lre rpprtrrrd tse plurs d$d Aprit 20, 2{}{}6 * prcgnred by tuntlsr*, P.C $therearemy rlonr;$dngthe ffhws, plo*it cortacr Tim Albrcch, Rteiileut Itrrttgu, rt9?0479-P ilfoidc C,ordomhiun l; 'il \!r'Jiiltvt 'r f .rrrrl$rlu Ht{r;? ' '}in'+?9'9iilfl ' fd} 9rO'+?h +0ff('1 AFFS6EEET6: 'ON XUIId ttdEs:sB gE@a Itr '6nu flrllf(MJurs: LndJ *****'i**'t*f ,h*++**'*********lt**tf *!**{!*******'r*,*'*!r**'t*'****'t++'s!*'t***'F:t*********+**************{.* TOWNOFVAIL. COLORADO Statement++*+**+*****r.*********{.***********+******'}*t+*********:**!**{.'t:f******i.***f*+*+*+*+*++****t**** SEatem€nt Number: R060001214 Amount,: 9250.00 0g/L4/200603:38 pM Paymertt Method: Check cor{Do Assoc. Init: JS Notation: 4645,/LIFTSTDE Permit No: Parcel No: Site Addregg: tocation: Thie Fayment: DRB0603 59 27.03-!2L-2200-L 1234 }TESTI{AIIEN DR VAIIJ Irf FTSIDE COATDOS PITAISTERS $2s0.00 Tota1 Fees: Total ALL Pmts: Balance r .Tl4)e ! DRB -Ittinor Alt, Comln/Mu] ti $250 .00 $2s0.00 $0.00*++********++*:1.f,**{tf+***f*****+++t******+**'}'t'}**'t!******rl******!i***+**+*+***+**'}****+}***},}'}* ACCO{JNT ITEM LIST: Account Code DeEcription Current Pmt s DR 00100003112200 DESIGN REVIEW FEES 2s0.00 Botanical Name PROPOSED I.ANDSCAPING Common Name quantitv FRoposeo rnees AND SHRUBS DCSTING TREES TO BE REMOVED /*l?g',Q fAE{t (q,u. *orr,l".^:s 4a r" to U,arccs,a^-- @ Size ,5hf ---.-+.H- Scl* I U ...{-._-.=i Minimum Requiremenb for Landscaping:Deciduous Trees - 2" Caliper C,oniferous Trees - 6' in height Shrubs - 5 Gal. Square Footaoe GROUND COVER soD SEED IRRIGATION TYPE OF EROSION CONTROL 7-s rZ {+ Please specfi other landscape features (i.e. rebining walls, fences, swimming pools, ek.) F:\deIt\FORMS\PERMITS\P'Ianning\drb-minor-alt-l1-23-2005.doc LUZ3l2o05 Page 7 of 13 UTILITY APPROVAL & VERIFICATIOfTa\i\11-l-ir rum{tFffitz Thii form serves to veriry that the proposed improvemenb will not impact any €dsting or proposed utility seruices, and also to veriry service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, induding grading plan, ffoor plan, and elevations, shall be submifred to the following utilities for apprwal and verification. Authorized Siqnaturc Gomments Date QwEST 970.513.7189 (tel) 970.384.0257(fax) 970.587.0722 (cell) Contacts: Steve Waters swaters@owest.com EXCEL HIGH PRESSURE GAS 970.262.4076 (teD 970.468.1401 (fax) Contact: Rich Sisneros HOLYCROSS ELECTRIC 970.947.5a25 (tel) 970.945.a081 (fax) Contact: Jeff Vroom ivroom@holycross.com EXCEL ENERGY 970.262.a038 (fax) Contacts: Kit Bogart 970.262.4024 Katherine Bogert EAGLE RIVER WATER & SANTTATIOI{ DISTRICT 970.476.7480 (tel) 970.476.4089 (fax) Contact Fred Haslee fLasleetderwsd.org COMCAST CABLE 970.458.2569 ext. 1100 (tel) 970,468.2672 (fax) Contactr Brad Dorcas bradelv dorcaqlFcable.comcast.com NOJE_S: 1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the developmeDt can proceed. 2, If a utility company has concerns with the proposed @nstruction, the utitity representatrve shall note directly on the utility verification form that there is a problem which needs to be resolved. The issue should then be detailed in an atbched letter to the Town of Vail, However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified oroblems. 3. These verifications do not relieve the contractor of the responsibitity to obtain a Public Way Permit from the Department of Public Work at the To\ rn of Vail. UtiliW locations must be obtained beforc digoing in any public right-of-way or easement within the Town of Vail. A buildino permit is not a Public Wav oermit and must be obtaingd seoarately. The Developer is required and agrees to submit any reMsed drawings to the utilities for re-approval & re-verification if the submitted plans are altered in any way after the authorized signature date (unless otherwise specifically noted within the mmment area of this form). Developer's Signafure F: \CdeV\FORMS\PERMITS\PIanning\d$_minor-alLl t -23-2005.doc 1712312005 0ate Page I of 13 LIF rSID$E CONDOMINIUMS PARKING AN D DRIVEWAY UPGRAT}ES REP9RT APRTL 20, 2006 PREPARED 3Y: ARCHTTECTTURAL SERRVTCES. p.C. THIS DOCUME} T HAS BEEN PREPARED FOR THE LIFTSIOE CoNDOMlNlUirt ASSOC|AT|ON BOARD AND OWNERS. tT tS TO BE USED ONLY FOR DTSCUSSION BY THEM AND TO OBTAIN PRELIMINARY T'RICING FOR THE GOST OF CONSTRUCTION. IT IS NOT TO BE LSED FOR CONSTRUCTION. At the request of the Liftsrde r)ondominiums Property Manager we would offer the followrngsuggesrions for upgrading.tht driveway, parking and planter-areas. The Manag"r" go"i ii ioeliminate the present condition where visitors aie inadvertently hitting and damaging some ofthe planler and site walls with their vehicles. The.resuft of theie impicts ts damage to the wallfinishe-s, the dislodging of fhq b-rick wall caps and in some .r."r ;;;;9" to the wa1 structure.h addition to the damage to t'iftside condominiums property, we would assume there has beensome damage to the vehicles lt should be noted that, ; Town of vail Building permii"nJ --- approval from the Town.of Vail Design Review Board will be required to comptete the des'ibedwork Should the Board decirle to go fonvard with the wort< oeslribeo betow, additionalinformation and drawings will be required for the Permit ano construction pro"*"u. Refer to theattached drawrng for the loca'ion of the work described in ilre tottowlnj notes. NOTE NO. 1.MODIFICATIONS TO EXISTING PLANTERS: The following comments rerer totre ptanre@ and west sides of the warkwa r on the approach to the building ronny entiv.1 Remove all the existing landscaping and soil. roof on the east 2. Remove the existing br ck wall cap.3 Remove the existing p€vers, sand base and waterproofing protection board adjacent tothe existing pranters to. r point where the proposed constr-uction can oe compteted4 Remove the existing planter walls back to a point where the new walls can be pouieo inthe location indicated o r the attached plan.5 Remove ail roose and cr damaged waterproofing in the area of the new work.6 Pour new concrete wall ; doweled into the existiig to remain ano the structural slab of theparktng structure.7 The exposed surfaces <rf the new walls are to receive a stucco coating to match theexisting.I As required, the existintl stucco surfaces should be repaired and finished to match theexisting adjacent surfac es.9. Pour concrete curbs to 'ollow the path of the walls to be removed. to define and create a+/- 6" high raised paver walkway. The new curbs woutd match those installed in the areaof the driveway and par ting spaces adjacent to the west buirding entry.10 Provide new self adhes ve waterproof membrane bonded to the existing to remain andextended over the slab iurface below the new walkway and in the modifieo planter.Extend the waterproofirg 8" up both sides of the new ind existing walls of the plantersand up onto the face of the new curbs to a point 1,, below the wafking surface of thepavers All the existing waterproofing, walls and curbs are to be thoioughly cleaned andprimed in preparation fcr the installation of the new waterproofing materials. The newmaterials will be installel in accordance with the manufactures r6commendations and bytradesmen certified by t rem. 11. Install drainage and pro:ection board over all the waterproofed surfaces.12. Install new wall caps to match existing. 13 The existing snow melt iystem will be extended into the new walkway areas.14 The existing drains, whi ;h we assume are located in the areas to become walkways. mayhave to be replaced witll ones for use below pavers. 15. A new drain with all the. 'equired plumbing will be installed in each of the reconfiguredplanters and connected to the existing drain system. 16. The existing landscape rrigation system will have to be modified. 17. New soils and landscap ng will be installed in the modlfied planters. 18. All existing conslruction to remain and located with-in the planters will be inspected andrepaired as required PAGE - 1 secured in the desired positio t in the following manner. lt should be noted that the methodsdescribed below are for whee stops located aCjacent to site walls along the north side of theparking and driveway area bu: similar methods could be utilized to repEce all the existing lijhtwe'ght stops.1 Steel ptns will be welde d to a cont. %" x 6" wide steel plate located below ihe stop Theplate will be placed bel rw the pavers, sand base and snow melt piping ano aoove tne - waterproofing protection board. The pins are to be aligned with ihe holes provided in theprecast stop.2 Provide %" x6" cont. s eel plates welded to each erd of the plate located below the stopand perpendicular to it. They are to extend to the face of the concrete site wall locateddirectly in front of stop, where a Vz" x 6" x 4" tall vertical steel plate will be welded to theend of them.3 Provide protection board between the existing waterproofing on the wall and the face ofthe vertical steel plate. 4. Atl steel pieces should re thoroughly cleaned prior to applying a coating to protect themfrom rusting. IIIE N o._.2.__ryEn IEEEE! Asr coNcRErE wH EEL srops ; In an effort to protect the exis ing site walls, the lignt weight w@ trthones that are precast concret,]. They are to be biaced to the site warrs aalacenti;;fi;;; NOTE NO, 3, REPALCE EXISTING WALL GAPS: |nsevera||ocationsaroundth.:drivewayanopa sile walls causing damage to he stucco and dislodging the brick wall caps. Having observeJ - the results of these impacts a td based on our discussions with the property Mana-ger we woutCoffer the following comments.1 lt is the opinion of the P'operty Manager, that the walls are not tall enough to be easilyseen by a visitor when t acking there vehicle up.2 We would not disagree ryith this, but would like to discourage the idea of raising theheight of the walls. There could be issues with the adoed wlight on the existinj parking structure, the increased height would have to be approved btthe Town, and we feel thitthe present height of th* walls blends well with the adjacent site grading.3. We believe that the prolrcsed work described in NOTES 1 and 2 abovewill solve somebut not all the problems4 The site wall opposite tt e parking spaces on the east side of the lobby entry seems to besusceptible to damage trom,cars backing up and from lhose approaching the garage access security panel l he following are ideas to consider for protecting ifrls walt - a. Install a bumper guard mounted to the face of the wall to prolect the cap and thewall. lt shoutd b l noted that this may prevent damage to the cap but could Increase the possibility of damage to the wall structure.b Install a bumper guard mounted to brackets that are notched into the top of the wall structure an J below the brick cap. Extend them down the back side of thewall and into the ground where they would be imbedded in concrele. Not being directly attached to the wall could help to avoid damage to the wall structurec. |nstall a railing o r the top of the wall to make it more visible.d. Provide signage adjacent to the garage access security pad and at the start of the ramp down to th I parking garage. lt will consist of two signs indicating that drivers should bt, av13t" of the low walls. One sign will be oriented towirds the access pad and :he other towards the parking spaces on the east side of the building lobby er try. PAGE - 2 \ 6 The existing wall cap cc uld be replaced with materials of a larger module than the brick,which could be anchored to the top of the wall more securely. These material couldrnclude pfecast concretl or cut stone. A more solid attached r raterial would resist becoming dislodged, but would still bedamaged by some if not all impacts. lt is our opinion ihat a dlfferent material will notnecessarily be less of a problem and from a strictly architectural perspective, we preferthe look of the brick. lf you choose to keep ttre look of the existing brick, we will provide a detail for a moresecure attachment. lf a matching brick can re Jound you may find it more cost effective to replace theexisting dislodged material ralher than trying to salvage it. lf this is the case you mayconsrder only replacing those areas which are distodged or becoming loose.lf a surtable match can rot be found you may have to consider replaling all the cap,which would not otherw se be necessarv. 7 o PAGE .3 D epqrfinent of Community Development 75 South Frontage Road Vail, Colorado 81657 974-479-2138 FAX 970-479-2452 www,vailgou.com August 22,2006 Liftside Lodge c/o Tim Albrecht 1234 Westhaven Drive Vail, CO 81657 Re: Landscape planter reconstruction located at 1234 Westhaven Circle/Liftside Condos, Cascade Subdivision. Mr. Albrecht, This lefter is being sent to inform you of several items of concem regarding your recent application to reconstruct several planters on your property in order to address some leaking into the subtenanean parking structure. The development parameters of your property are cunenfly regulated by Ordinance No. 11, Series of 1999, which details all the requirements of Special Development District No. 4, Cascade Village. One of the requirements contained within the Special Development District (SDD) is the amount of landscape area required on your site. The amount of landscape area required for Lifiside is equal to exactly what exists curently on the site as the SDD references the approved development plan for the cunent structure. Your proposal is to remove the existing planters, repair the parking structure, and reconstruct the planters with a reduced area of landscaping- Your proposal is to place pavers in a portion of the area where there was landscaping previously, Within an SDD a reduction in the amount of landscape area on the magnitude of your proposal requires a Minor Amendment to the SDD pursuant to Chapter 12-9, Special Developrnent District, Vail Town Code. This process requires submittal of a complete applicant to request a Minor Amendment to SOD No. 4, a Planning and Environmental Commission hearing (approximately one month after submittal of the application), and a fee of $1,000. Several options are available aside from applying for an SDD Minor Amendment, from my review of your projeot and understanding of why you would like to reduce the height of the planter and create a curb which could more easily be "rolled-ovef by a vehicle. One option would be to increase the height of the planter wall in order to make it more visible. A second option would be to reconstruct the planter as it exists today and ptant something which will grow to a height which drivers of a vehicle can see from within the car. A third option would be to use the design you have submitted and in place of the pavers which are proposed plant a ground cover shrub, perennials, annuals, ect., which would be easy to repair/replace in the event a vehicle does roll through the planter. Please review these comments and if you have any questions regarding this letter pfease contact me at 970-479-2148. Once the @mments identified above have been $ "o"*-o "'""" adequately addressed your proposal will be scheduled on an appropriate Design Review rO BE REPLACED(5tr NOTE NO.3) PROPffiD 5IONAOE EXISTINo 9EC/URITYAC{.ffi PAD NEI^{ PRECAST OOT{RETE I^{HEEL 5TOft (sEE NOTE t@.2) NEt^l COI.ICRETE CIJRB AND PAVERS (5EE NOTE NO. t) EXISTINo PLANTER.TO BE I@DIFIED(5f NOTE NO. l) FARTIAL PRIVENAY FLAN O 3C,hlE, l/O" = l'-O"PLAN NOtrtTH NOTE' REFER TO ATTA(-,IED REPORT DAIF.D APSEIL 20, 2006 FoR r..|orE Et5mfir€FlfiAll.rHr5PLAN #:st6fu REVtBt,t SfnFr APPRovAL \' lh.)-o6 :-9619; tv tz- i " ' LIFT coNDout NtuuS EXISTIN6 PLANTER TO REMAIN / **,^AY-.., / DATE. AFRIL 2O,2O& Fitz & Gaylord Landscaping, Inc. Landscaping, lrrigation & Maintenance PO Box 1315 Vail Colorado 81658 James Fitz & Lauren Gaylord Phone (970) 476-3479 Fax (970) 476-1223 LIFTSIDE LANDSCAPE REUODEL PLANT MATERIAL 6 TANNENBAUM MUGO PINE 8 SPREADING YEW 6 FLATS PERENNIALS & GROUNDCOVERS SUBTOTAL MISC ITEMS 2 CY COMPOST/MULCH 2 CY SOIL AMENDMENT LABOR IRRIGATION REPAIR.ESTIMATE ONLY SUBTOTAL 25-Sep-06 1341.00 779.20 453.60 2573.80 1 16.00 137.60 400.00 650.00 1303.60 -_- --!F -r --.!t rouriloF tfA.L ,, DSIEN RE\/IEUU./ STAFF APPRO/AL .\ DA'E: ft3:l-4 , srrrr: t'{)c- Ltl=TslDf- ( o rJDOF41NruMg f f a^fii3 Phn I lamg.or ven 75 S.FRONTAGEROAD VAIL. CO 816s7 n0-479-2138 Job Address: l.ocation.....: Parcel No...: Project No : Permit #: Eo64oe3 [ec[ {os-\ ISSI.JED 06/08/2006 06t22t2406 r2n9t2ffi6 OWNER EA I{OIJDINGS tLC PO BOX 31"49 AVON eo 81620 CONTRACTOR D}NICI EIJEETRIC PO BOX 7246 BRECKENRIDGE co 80424 Iricense: 7-L4-E 06 / oe/ 2006 06/08/2006 Phone:97 0- 3 90- 1L73 Gno*r*r"r oF coMMUNrry DE#opMENr NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT 1234WESTHAVEN DR VAIL LIFTSIDE CONDOS UNIT C-52 2103Ln2\An @"-.eobf Desciption: Valuation: ELECTRICAL FOR REMODEL $0.00 1000 Ele$rical-..--- > DRB Fe€------ > Investigation--- > Wilt Call------> TOTAL FEES- > Total Calculated Fees- > Additional Fees-----> Total Permit Fee----> Payne s*---------> BALANCE DUE---_. > $54 . ?s $0. oo $54 .75 $54.75 $0. 00 !'a Mtrda\RY ++8****+,1'i**********&Fri+t+i.****************i.++++i.******:l*ii** Item: 06000 ELECTRICAL 06/t3/zoa' shahn Action: AP 05500 FIRE DEPART!{EI\IT Cond: 12 (BI-,DG.): FIEID INSPECTIONS ARE REQUTRED TO CHECK FOR CODE COUFLIANCE. Cond: CON0008150 Maintain fire rating for any penetrations. Cond: CON0008L51 Arc fault required for new 120 volt devices in bedrooms per NEC 2002. !***:a*+i!*:i*******i. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information ad plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Buitdhg and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION Sllq,LL BB MADE TWENTY-FOUR HOURS IN ADV PM. BY TELEPHONE AT 479-21.T9 OR OFFICB FROM 8100 AM - 4 CONDITIONS OF APPROVAL OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF oo \ l\;J ,1 . '' I>a{.:':€lt l1 !Iiri.!.' .: t .,,: h'#*l * i' \ I t l"i' PI328I-,PAGE: 1.FPO ENr*"1 REcErvrNG RJoRr FPO NUMBER z F27674 DATE RECEIVED: 6/26/06 REMARKS : REFT]ND DUPLICATE PERMIT RECEIVED BY: LC EIflTERED: 6/26/06 15:O]. BY: LCAMPBELL VENDOR: 000000L - Danici Electric INVOICE NUMBER: 806-0093 D ANIC INVOICE DATE: 6/26/06 INVOICE POSTED: 6/26/06 L5:01- BY: LCAMPBELL PAYMEIiI]T DTIE: 6/30/06 AMOITNT: $ 54.75 ACCOTTNT# PROJ-# AMOT'i{T ITEM DESCRIPTION 0010000311-L1-00 $ 5L.75 PREMTT FEES, REFUND DUPLICATED PERM 00100003112800 $ s.oo WILIJ cAr'rJ FEE, DUPITICATED PERMTT o *****'*'t:f:t*:F!$*!***;*'***'***:**:*:F****{r*****************************++*+*++++*+******************** TOWNOFVAIL" COLORADO Statement*****************************************+**********++*+******************,***,$***********'*** .75 A6/22/200607:49 AM fnit: LT Notation: D'Anici / ck Statement Number: R060000848 Jtrnount: SS4 Palment Method: Check 3145 Permit No: Parcel No: Site Addregs: Location: This Payment I EP 00100003111100 wc 00100003112800 2LO3-tzL-2202-7 1234 IgES TIIA\ZEN DR VATIJ IJIFTSIDE COIIDOS I'NTT C- 52 qrpe: ELECTRICAL PERMIT Total Fees: ToTa]- AI,L PnTE : Ba.lance l 806- 0093 $54.75 :8+'1.**!F******!t****!t*!t*!t************{i***!*:}**{.*'t{r'********:!***{.***{.{.{.**********+*++*++********** ACCOIINT ITEM LIST: Account eode Description $s4.7s $s4.7s $0.00 Current Pmts 51.75 3.00 ELECTRIEAL PERMIT FEES WIIJL CALIJ INSPECTION FEE o IF INCoMPLETE of #l*"HgfS6R :'Hi,::i'"-H:#ffi\i, 97o-479-2t49(rnspections) LL NOT BE ACCEPTED o APPLICATIOil WI oG{/ EaraocF CONTRACTOR IN FORMATION 75 S. Frontage Rd. Vail, Colorado 81657 Electrica I C,ontractor: 0WI4 6LgAF,t<- T*< Town of Vail Reg. No.:rl* .F Contact Person and Phone #'s: Q'ta-jq^ tn3 E-Mail Address:Fax#t 4lO-%:7-qTZ' "'*ry""*", -r=-AU COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (tabor & Materiats) AMouNT oF se FT rN srRUCruRE: I Ogo SA ef ELECTRICALVALUATION: $ 9.OO.# ConEd Asw*ts Office at 97O-328-86t10 or visit for Parcel # Parcel # ZIOT- tzl -22-02-7 rob Name: fnh0W JobAddress: lzi| uzlaflM*) W,ffin1 Legal Description Lot:Block:Filing:Subdivision: U trqnh- *uW ownersName: wress: pD bt vl14 frqvp,ll Phone: Engineerr -> PA lhini1-5fr I Address:'6t Lzo I Phone: Detaileddescriptionofwork WIA@ yaftnin?, {6t0wo<vr h-Y lg4-,rfr,'{ NDa cLDSrbTS WorkClass: tlew() AdditionQd; Remodel(9f Repair( ) TempPower( ) Other( ) WorkType: Interior (2{ Exterior ( ) BoUt ( )Does an EHU e,rist at this location: Yes ( ) No ( ) TypeofBldg.: Single-family( ) Duplo<( ) Multi-famiVg(I Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units ln this building:No. of Accommodation Units in this building: Is this permit for a hot tub: Yes ( ) No (A ler System Exist: Yes ( ) No O<) 5L EOEIVtr ,r'r***!***r*******FOR OFFICE USE ONLY*** I F:\cdev\FORMS\PERMITS\Bulldi ng\electical jermiLll-23-2005. DOC Page 1 of 2 LLl23l2005 o o Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series of 2005 Overhead seMces are not allowed in the Town of Vail. Underground services shallbe in conduit (PVC) from the utility fansformer to the eleckic meter, main disconnect switch, and to the first electrical distribution circuit breaker panel. The main disconnect switch shall be readily accessihle, andlocated next to the meter on the exterior wall of the structure. All underground conduib are required to be inspected before back-filling the trench. In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walfs and spaces arc exempt NM Cabfe (Romex) can tu ud only in single and multi-family dwellings net exeeding 3 ston'es, Type IVM cannot be usd in any building mixed with Type fuB.E nHrIrM &5 occupancie. Aluminum conductorcsmaller than size #8 are not permitted with the Town of Vail. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). If this permit is for installation of an elterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform, a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application.o If this is a remodel in a multi-family building with a homeowners association, a letter of permission from the association is required.o If this permit is for a commercial space, two (2) sets of stamped drawings are required. Electrical one-line and panel schedules are reguired if load is added or distribution is altered. I have read and understand the above. Signature Date Signed If you have any questions regarding the above information or have additional questions, pfease contact the Town of Vail Electrical Inspector at97O-479-2L47. The inspector can be reached on Mondpy thru Friday mornings between the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. F :\cdev\FORMS\PERM nS\Building\electical-permill 1-23-2005. DOc Page 2 of 2 ru23laws l'ffiglato 6ura*W7 Department of C omtnunity D evelopment 75 South Frontage Road Vail, Colorado 81657 970-479-2138 HX 970-479-2452 www.vailgou.corn Liftside Angust 10,2004 e,/o Tim Albrecht 1234 Westhaven Drive Vait, CO 81657 Re: Atrfrisns ta exlrtkg cnrdominhms at UftsidefUft$ide Cordst*niums Mr. Albrecht, This letter is being senl as a follow-up lo our conversalions regarding the potential expansion of existing condominiums within the Littside Condominiums into exisling hallways. Staff has determined that each unit is entitled to a 250 square foot addition and interior conversion. Staff's reasoning behind this is that Liftside is located within Development Area A of Spbcial Development District (SDD) #4. Within SDD #4 there is a specific amount of Gross Residential Floor Area (GRFA) allocated to Development Area A. The recent changes to GRFA were found not to affecl Development Area A as there is no reference lo those sections of the Code which were affected by the GRFA changes. To do more than a 250 square foot addition to an existing dwelling unit would mean that you would fall under the definition of a Major Amendment to SDD #4. Reducing the amount of your additions to 250 square feet or less means that you would fall under the definition of a minor amendment which is a staff approvable application with an update provided to the Planning and Environmental Commission, which could be called up for review. Ple4se also be aware that every time an owner would take advanlage of an addition of any size thal a new condominium plat would be required to be recorded. Staff does nol have any knowledge about ihe covenants or declarations for Liftside Condominiums or the whole of SDD #4. h is possible that they contain further restrictions or requirements. Please review these comments and if you have any questions regarding this letter please contact me at 970-479-2148. With regards, 4,t)*^ Warren Campbell Senior Planner Cc: File {p ^t ""uo r "o VAIL 75 S.FROIVTAGEROAD VAIL, CO 81657 970479-2138 fob Address: Location.,.....: Parcel No....: Project No . : OV{NER I-,IFTSIDEl CoA--'st-t)i \\c-5'^- t.-b{€".t Q*\es DiEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES ADD/ALTCOMMBUILDPERMT Permit #:802-0247 234 WESTHAVEN DR VAIL 1234 WHAVENDR 2703121?2W0 PRJ02-0243 coNDo AsgocrTATrON 0e / 02 / 2oO2 Status. . .: ISSLJED Applied. . : 08/02/2002Issued...: 08/22/2002 Expires. . .: 02/18/2003 Phone: License: CONTRACTOR WOODSTONE P.O. BOX vArL, co s1658 Iricense: APPTICAI(T WOODSTONE P.O. BOX VAIL, CO 8L658 License: HOMES, INe. 3939 148-A HOMES, INC. 3 939 148-A 08/o2/20o2 Phone: 970-845-9698 08/o2/2OO2 Phone: 970-84s-9698 Desciption: Interior conversion ot3,228 sq. ft. storage room and 794 sq. ft. exercise room below entry level lobby Occupancy: R1,S1,B Type Conskuction: II FR Type tr Fire Resistive TypeOccupancy: ?? Valuation: $250,000.00 AddSqFt 0 Fireol,ace lnfomration: Restricted:# of Gas Appliarces: 0 Wood Pellet **"** FEE STIMMARY # of Gas [,ogs:#of Buildtng--> $x,340.00 RestuarantPlanReview-> PlanCheck-> $8?1, oo DRBFee--*> Invesdgation-> $0 . 00 Recreation Fee-> W l Call-> 93 . 00 Clean-up Deposit-> TOTAL FEES__> S0.00 Total Calculated Fees-'> $o ' oo Addlticrnal Fees--*-> $0. oo Total Pemit Fee-_.> $0. 00 PaYments--> 92 ,2T4 . OO BALANCE DUE--> s2 ,2t4 , OO 912s. OO $2,339.00 $2,339.00 90. 00 Approvals:IEdm: 05100 BUIITDING DEPARTMENT O8l2t/2oo2 cdavis Action: AP subject to field inspection/be aware of red fine corrections on plans Item: 054OO PLAIINIIIG DEPARTMTNT o8/L5/2oo2 Mattc Action: AP Item: 05600 FIRE DCPARTMENI Item: 05500 PI,BI-,IC ITIORKS t1 ,***.;--{tr***+--"'r-"rer't*!t******i**************r:t*:!rirr***f****r**r:****:r**f*****!rr**{r*r*!r*!r*******f**r.|-**#**********ri******i!** see page2 of trris Document for any conditions that may appty to this permit. DECLARATIONS I hereby acknowledge that I have read this applicatio+ filled out in fullthe infonnation required completed an accurate plot plan, and state tlut alt the information as required is correct, I agree to compiy with the inlormation and plot plao to comply with all Tornm ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, desigrr review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTTON SHALL BE MADE TI{ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM. Send Clean-up Deposit To: N/A OFOWNER OR CONTRACTORFOR HIMSELF AND OIVNIEI PAGE 2!**#********tr********#****#r*!***********tdl:l**tl:******t**********li*M*********#n**#******t!* CONDITIONSOF APPROVAL Permit #: 802-0247 as of 08-22-2002 Status: ISSUED*****rt*****#ffi*******ri*********ith***:i*r**rr**********ffi******dl:a***************1r***!t*************** PermitType: ADD/ALTCOMMBUILDPERMT Applied: o8l0z/2002 Applicant WOODSTONEHOMES,INC. Issued: 0B/ZZ/2002970-U5-9698 To Expire: 02/18/2009 |ob Address: 234 WESTHAVEN DR VAIL Location: 1234WHAVENDR Parcel No; 210312122000 Descrip€on: Interior conversion of 3,228 sq. ft. storage rcom and,794 sq. ft exercise room below entry level lobby Conditions: Cond: L (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond:12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. * * * * ** ** * * +**** *:i!* * + **** ***** ***** * * * * 'r * ***** * ***'t' * * ***** ***** ****+ +**** +**** * ***+ **** +**,** * TOWNOFVAJL, COLORAD0 Statemenr**'* * * *** * *** *** ** + + * * * ** * * ****+ +**** * * * * ** +** *** * * *,*** +**** *1.*** **** * ***** *:** * * *!r * * * ***+ * ** * Sta.temerrt Nudber: ROOO0O2951 Amount: 92,339.0O OBlzz/200203:49 pM Pa)ment Methodt Check fnit: LC Notation: # 1119 g,/Wooclstone Homes Permit No : BO2- 0247 Type : ADD/AjIT COMM BUTIJD PERIVIT Parcel No: 2LO3L2L22OOO Site Address: 234 I{ESTIiAI/EN DR VAIL tocation: 1-234 W HAVET\I DR Total Fees:. 52,339.00This Fayments: $2,339-OO Total AIrIJ pmLs: 92,339.00 Balance: $0,00 * *,* f * **j** * *** +**** *:* ** {.* *** +'}*** **** * * f ***+ +** * ** **'** * * * *** * * +** +**** * * * * * ***** ****+ * +* * ** {.* ACCOUNTITEM LIST: Account Code Descriotion Cunent Pmts BP OO1OOOO3111IOO BU]LDING PEM]T FEIS cL 00100003123000 CONTMCT0R LICINSES PF OO1OOOO31123OO PLAN CHECK FEES I,IC OOiOOOO3I12BOO WILL CALL ]NSPECTION FEE 1 .340 . 00 125 .00 871.00 3. 00 -WMo 4704 E *?nE -g //Y(, , . : ,, . ,,+- t-ltrf €f2E (p A)o0, - t23q WEtTtF{lgn/ PK. -fdxntf * 0Vo247 WE$TER}I FIREPROOFING INC- to4t PEICH ST., CLIFTOfl, cO 81520 970.434.(t492 FAX:9?O-4i!4-7O5" I t-20-$? Wo.xlgonc Homcs. lrrc. Rc: lirrpr(xll'tulin1iri ;,md thiclncs5 *:. rcqudstdd. Onc Stc dcriF'{rrcd bearns that wcrc poirlcd ou to us by John Clnrnrc, n lJl. dcsign Jlf}}02 w*r urc.d. Tkc lhirihnorili ol'.t/ll" wiu{ xptiry!'d ls chiovc:r two-hour r:rtin1; On thc dcsignrted aol;rrlns a t,l, {r{::'iso rxlt?7 was *srd. ond fhcn thickrccs war spraytd ar 2-3116.. to achicvc a two houi ratioEi. l'lursc sall il'ycu hrrw ;ury qusilions. Thank yrxr. RE0D NOV 25?OO7 e.d 4Sse-le'-ola saaen eqseaelJ I pJeqcru BL}III eo oz ^oN ^rrr,"^r**R,33q-tl -0).+3 MVNWYAIL 75 S. Frontage Vail, Colorado 81 CCEPTED IF I ILDING PE uired CONTRACTOR INFORMA Project #: ldinq Permit #: own of Vail Reg. No.: COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials Assessors Office at 97U328'864O or visit **rH *rHrr*!Hrrt*rsrr******rirfir*******FOR OFFIC PLUMBING: $MECHANICAL: $ Zlo3lStzzoe t -oeal rob Adiless /z 3{ lddl/lre +kRiO-G Repair( ) Demo( ) Other( )WorkClass: New() Addition( ) Remodel Does an EHU exist at this location: Yes ( ) No ( )Exterior( ) Both( ) Commercial ( ) Restaurant ( ) Other ( )Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: Noffvpe of Fireolaces Existinq: Gas GasLoqs( ) Wood/Pellet( ) WoodBu Wood/Pellet ( ) Wood Burning (NOT ALLOWED \VAiIUAtA\CdEV\FORMS\PERM ITS\BLDGPERM. DOC ruftnm Proiect Name: Project Address: Questions? Call tre Building Team at 479-2325 Department of Community Development 7 r' ThisChs:'-M* D D tr o I n u B I All page of application is complete Has DRB approval obtained (if required) Provide a copy of approval form Condominiurn Association letter of approval attached if project is a Multi-Family complex Complete site plan submitted Public Way Permit application included if applicable (refer to Public Works checklist) Staging plan included (refer to Public Works checklist) No dumpster,parkinq or material storage allowed on roadwavs and shoulders withgutwritten aoproval Asbestos test and results submitted if demolition is occuring Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) Window and door schedule Full structural plans, including design criteria (ie.loads) Structural Engineer stamp and signature on structural plans {All Cornmercial and Multi Family) Soils Report must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans Types and guantily of fireplaces shown ApplicanHs Signaturej Date of submittal: F:/everyone/forms/bldpermz tr B D o o o D Received By: ir'' - I0riv0F BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Depaftment Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Depaftment review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: Project Name: f / /o^t", {///dZ-- F :weryone/forms/bldperm3 HOW DIDWE RATE WFH YOU? Town of Vail Sune'y Community Darelopment Dqartnent Russeil Foned, Director, p7q4n-213f, Check all that applies. 1. Which Department(s) did you contact? 2. Was your inifalcontactwith our Saffimmediate no one available_____? lf you were required to wait how long was it before you were helped?-..___-.- 4.Was your proj,ect revienved on a timely basis? Yes / No lf no, why not?--_ Was this yourfirsttimeto file a DRB 4p_ PEC app Bldg Permit_ IUA Ptease rate fie performance of tre sffiperson who assisbd you:5132lName: (knowledge; responsiveness, availability) Overall efrectiveness of he Front Service Counter. 5 4 3 2 Wtra is ne bestlime of day for you ts use the Front Service Counter? 9. Any cornmenls you have which would dlow us to bethr serve you nexttime? Thank you for taking tlre lime tc compleb this survey. We are .' commihd b inproving our service. slow 0r 7. 8. 1 rurff0F WHEN A *PUBLIC WAY PERMTT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESNONS REGARDING THE NEED FOR A.PUBLIC WAY PERMIT": tr tr tr o D tr Does demolition work being performed require the,uqe,of the Right-of-Way, easements or public propefi? YES_ NO_IA- Is this a new residence? YES Is any utiiity wurk rreeded? Is the driveway being repaved? I tr5 t'lu YES NOV_____ Is a different access needed to the site other than the existing driveway? YES o If you answered YES to any of these questions, a "Public Way Permif' must be obtained. 'Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. I HAVE READ AND ANSWERED ALLTHE ABOVE QUESNONS. Job or Project Name: Date Signed: -o( Is any drainage wofi,.leing done that affects the Right-of-Way, easements, or public property?YES- NOZ-\ N/ Is a "Revocable Right-of-Way Permit" required? YES- NOj',\l Is the Right-of-Way,.easements or public property to be used for staging, parking or fencing?YES-- NO___Y_ If answer is NO, is { p,arking, staging or fencing plan required by Public Works?YEs_ No F-__-- F:/everyone/forms/bldperm4 Company Name pw*:rf-rrrn Parcer#;III[-InI'nI'f [[ Am, Brds.Permitu,EI[-[[ nn ma?yffi/ APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 1. 3, Job Narne $reet Address nnn-n (tt unknown cerlLJ t--J L-J L-I 479-2138 ext. 0LJ L--l L--J LJ 479-2138e$.0) Phone *ApCity 4. Start Dale Work is lor lcircte oney Water Complet'Dn Date Sewer Gas Electrio Teleohon€ (pemit Expiration DalE) CATV Landscaping Temp. Sita Access Other 5. Trench-width ;':-. .- _'-rmd.11 Depth - -Tnral Ctr C Total LF $ BondAmount $ 6. ALL MATERIAL, EQUIPMEM ANO TBAFFIC JOB IS STARTED. 7.Rubber out-riggers are required on Asphalt surfaces underneaft the A signature below indiqates a signatures are obtained, permittee necessary Town of Vail signatures. BE ON THE JOBSITE BEFORE THE working on asphalt at all times. utility locations and approvals. Once all utility company ng application through the Public Works office to obtain the up to one week to process, Permit Fee Total Permit Fee $ L Public Service Company (1 U,S. West (1 -800-s22-1 987) Public Service Natural Gas Group (1-800-S22-1987) TCI Cablevision of the Rockies (1-800-922-1987) Eagle River Wal6r & Saniiation District (970-476-7480, ext. 1 14) Holy Cross Elestric Company (1-800-922-19e7) Town of Vail Electricians (970-479-2158) Town of Vail Inigation (970-479-2158) Town of Vail Public Works Construction lnspector (970-479-2198) L THERE WILL BE NO TOTAL STFEET CLOSURESI A construction trafiic control plan must be approved by the Public Works Department prior to issuance of the Permlt. 10, All excavalion must be done by hand within 18'of utilities - (Senat€ Bill 172)' 11 . Pgnmittee must contact Public Works Oepartmqnt el 47q21 98 24 hours prlor to comms[cing ot work. Failure to notity tne fown wttt resun ln torfetture of OonO money. Scheduled inspection$ lvhich are not ready may result in the Town charging the contractor a reinspection fee. 12. I certify that I have read sll chapter$ of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility company agreements, signed by rne, and will abide by the same, and that all utilities have been notilied as required. ATTACH PLAN OF WORK INCLUDING CONSTFUCTION TRAFFIC CONTBOL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. IOFTOF PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a "Public way" permit is required. you can pick up an application at either Community Developmenf located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public way permit" with a "Building Permit". NOTE: The above prlocess is for work in a public way ONLy. public Way Permits are valid only until November lsth. A new public way permit is required each year if work is not complete. Re-application each November 15th does not mean an automatic renewal. F:/everyone/forms/bldperm5 the above. mfrT0F DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items below: u The Town of Vail Building Department has developed the following procedures to' ensdlg that- n9w construction sites have' bd<iquately estabiis_hed proper dfainage from building sites along and adjacent to Town of Vail roads or streets. The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requesb for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at479-2L98 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. Also, the Town of Vail Public Works Department will be approving all flnal drainage and culvert installation with resulting road patching as necessary, Such approval must be obtained prior to any Final Cedificate of Occupancv issuance. Agreed to by: Project Namel Date Signed: F : /everyorn/forms/bld perm6 MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5.2-10: DEPOSITS ON PUBI-IC WAYS PROHIBTTED UnlaMul deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. Notice; Abatement: The Director of Public WorK may notifu and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates o!'rauses annthe!" to violate the same toD femove strch sand. gravel. rocks..mud . dirt, snow, ice or any other debrig or material within twenW four (24j hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the per:iod of time herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rock, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. tr Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. u Notice and Penaltyr It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code, (1997 Code: Ordinance 6 (1979). CODES 7-3A-I AND 7-3A.3: PARKING OBSTRUCTINGTRAFFIC &IMPOUNDMENTAUTHORIZED No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) g 1) Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 424-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar (910) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) S 1) I have read and will comply with the above code provisions: Position or Relationshiprto Prqiect: Dale Signed: F:/everyone/forms/bldpernT '. ARGHIrECTUBAT SERVICES, P.C.p.o. Eox 2864 EDWARDS, cOat632 l97ol 926."253 PROPOSAL REQUE$T PB llo. I Date:9.25.U2 PR(UEGT: OWNER: Fxercise and storage Rooms ARcHlrEcrs pRoJEcr NuilBER: 01022 Liftside Condoniniums 1234 Westhaven Driv+. Vaif, Colorado I)-LEUtStcirttS coNTRAcrFoR: GenerarconsrructionuFjde.condoninjgstlnicfiwl oran addition b an existins';trY"Tg€mEC0pV bui'!dns f{'PtCovfli) CONTRACTDATED: september3,2000 y;1;Tt?#meb"rric' ttr- A- a Dnr - rr \ r /-z Vail, Colorado. 81658 hDpat.,v6,16TO: |leale submit an itemEed qlotation for ctnnges n me contraa Sum ardlor Time incidentat toprqpmeo moamffins ro the Contlac/ Doeuments clesr;tihed hercin. THIS IS NOTA CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. THEWORK: 1.fs reeyire.d by the Tovrn Of Vail Building Department comments on the permit drawings, a railingis required at the stair adja.cent to the door ai the west side of the Storale noor. Frdvioi .r -iil""diameter.code compllant pipe railings mounted to the floor on eacfi sioe it ttre stair anO paint tomatch railings_ in-the existing stair towers. Please submit a request for a Change OrAerf6ritre - aodruonat costs to provid€ this railing. F.rgm my conversations with Chadie Davis of the Town of Vail Building Department, I have beenable to get a clarification of the extent of fireproofing required for the froor'structure of the newStorage and Exercise Rooms, Only the struituralf6me'is reguired to Oe nreprooteda;d-siluld leceive ? ?:Hf, protection. (Refer tb the attached plans AX-1 i. o. ano c. for inembers to befrreproofed.) The floor decking and individualjoists do not have to be protected. Please submit arequest for a Change Order foi ttre savings over the fult coverage 1-Hi. protection in youiproposal. Per the Town of Vail Building Department, the door from the freight Elevalor Room to theproposed Storage Room presently indicated to have a 20min. ra[ing should be provided as a.9omin- rated door. Please submit a request for a Change Order foi the add1bnal costs toincrease the rating on this door. 3. ATTACHiIENTS: M-1a, AX-1b & N(-1c STEEL FRAME FIRE PROTECTTON PLANS Dated 9-25-02 Copy To: Tim CONTRACTOR: Woodstone Homes, Inc. ARC|TnEeTURAL SEBV|GES, P.G." P.O, BOX 3a5 EDWAEDS, eO 8t6tt2 l9rol e26.r6o5 ARCHtTECTS SUPPLEIIE]ITAL tI|STRUGTIOilS ASI llo. I Date:9.25'ol2 PROJECT:Exercise and Storage Rooms Lifbide Condoniniums 1234 Westhaven Drtue Vail, Colorado Liftside Condoniniums Association 1234 Westhaven Drive Vail. Colorado 81657 Woodstone Homes, Inc. P.O. Box 3939 Vail. Colorado. 81658 ARCHITECTS PROJECT NUIUBER: 01022 8o>- oL'17 OWNER: TO: The Wo* shall be canied out in affirdance with the fullowing supflemental instructions issued in aecordance with the Contract Drcuments without change in Contnct Sum or Coliy'irelct Time, Priw b prcr,eedng in accotdance with these instruc'tions, indicate your accP./ptance of fhese instructions for minor charge to tt?€ Wotk as col,sister?t wlft the Contnct Docurnenfs and retum a copy to the Adritoct. THEWORK: 1. Due to the deletion of the door from the Exercise Room to the Storage Room, the exit light noted by the Building Department on the Permit Drawings to be provided in the Exercise Room is not needed. lt should be noted that this door was deleted prior to the signing of the Contract and does not impact the cost to the project. 2. Based on my convercations with the Town Of Vail Building Department the 20 min. rated doors from the conidor to the Exercise Room can have full lights. The door and frame must be a labeled rated assemUy, as indicated on the drawings. ATTACHMENTS: AncmruECTURAt Snnvlcns" tr C" 210 Edwards Village Blvd. . C-2O2 r PO. Box 385 Ddwards, Colorado 81632 Phone: 970.926.7605 o Fax: 970.9?6.7 610 Ec)-op -17 September 26,2OOz Charlie Davis - Chief Building Official Town of Vail Building Department 75 South Frontage Road Vail, Colorado 81657 Re: Liftside Exercise and Storage Supplemental Information Related to Building Permit lssues (Permit No. 8-02-0247) Dear Charlie: Attached please find Architect's Supplemental Instruction (ASl) No.1 and Proposal Request (PR) No.1 with AX-1a. AX-1b. and AX-1c. attached. We have sent this information to you for your records, because it involves code issues related to our project and changes or clarifications to the Permit Drawings. Please call if you have any questions. Sincerely, 9lF=?ln :lt vll.;lgN; i rl$rtg r 6TR..UCTU RAL EL€H E }I73 nFsA6 4ieD uilTH ANIt ABs To R€ cefvE 2 l{9. FlFEFeosFtr-fA PFoTEcTl'll ' STRacTURAL Fe.nnaE FIPEPEooFlh|A PLAH I $ n$ HnF$ $l$s[ fre i w.t qiElat W. Eh.- ltudrf, Ax-l q,W a($or.t(? FruFwi|lo9r (exeecr6g 3oO nr) lsr$ E W.' afZltl42 Rrvfrcn gt!.t tlrrh A)GI b. I n HEU figr.tH(, ld Extrrh.t4 A,xonnot, STRU(/To (e.AL FeAvvl € i:lpEppoF ttctj?urN (5foR tn{rE $.oorr4 - .^re?T ) Ifs $$ Hr$$ $*$$ E D'f.. qlElo2 Raraad 9n .t l|rlr.rax-l c. r{6 tne? al ar{r6 *J .lF+?' .- e+l- ,.aG - Itf I ,r + w t^gt*(, L. 'tb? 49aor ?rltnd6glEf roF g*(tsn}{g Frl*O^trcxTftt4,L STRUCT(,R.AL FRAF4e FtREpF,oqttNc. PLAN (stoe.A6e R.oott - ertST) In*pection Request Feportlng - - VAIL"CO l IOtt{ltQE.-- Reqil*t€d inrBest DatE: Iqe€day, l{over,rber,' r i. !0rjir lnspecflcn Area: CDgibAddrccs: s34 WESTHAVEruDR {.AtL 1234 W HAIEI{ DF i:age 7 802-O24? .ddrcs E 133{ $ndttrovsrr dr CDAVII} tfirEEIEtrFEFco$,rJAE$f ' --_* 9tgirc: lS$ttEI) h|p Aria: CD Fhona: 9l$'*4$9698 trhcnr: 9?$S4$9698 t [: r lhrn: b|n:50 lhn: lbrn: llem: firm: Itdn: Ty?€ A-COrrM SubT!tr€ Ati:Mttsr' ll FHOccnpanfl..: LIFTSEE COfi EIC ASSOCITAJK}I rfvooDsTor{E Hcrws, hE.wooDsToilE toir€s. hr.. llqt|tql E9LVC!9I9I ol3!EB qq. fr strtggq toqlq and 734 sq. lt. €xercise roafl l€low Nntr/ levnl lobby ROI.'TED REUTSEO STRI.JCTUAL DFAWIfiIGS TO CI-IARL IE . ;NAVIS ROUTED TO CHAFUE FOR Rf r/IEW/APPRCT\/&IS . DFLORES Iterfi i I0 BL$C.Found€ilorilSte€lr$r: WOOOSrOfiE t{Oil{ES, rNC, {um'*2 iTDOLE ROOM ADD 2 *9'S AT BOITCU, VJHERE S cTCFli 5E'i.vgR lS RElN.SPEqtrpN REAUIFEDoREt'rGtErrER uill ftaa w'l9vrt foiAtu,p./,.E<^A | ,zT-,, ffi =Nf-Yw^W/nft---3tO B|-DG-Foidnqd$trel " Arl$rofirr- {O/o1ioi- lr|3!cclDr: GCS'' tc$cn: IOND 4PPFIOVE Di C Ol'iBfr iohl$ conrm.nts: FobTt$t6s As MJTEn ott Ft AN$. coNo 2 P.4flE S[-{C'WN As: t?" I}EEP. oHLY 8'-9 /\S 1 ,COt-lJ[tN FOR CCNDUIT tlEBAR REOD T'3 BE 3' FROM E.{trl. h A}tf,r 1' "l D FOFTM. ALlli 2 TIES AT TOP. 2.FAR EAST ROOItf RASE TOP 2 { 5.S TO TtrP OF I.IOOK, SPLICE F'{}TTEI$ E 5,S AT AI{GLE. S.ADOet$DOWEL9ATAN6€L FFCE Tc = ?f oC. EIJILT, 20 BlDc"Fourdoillon/Stssl 1w22lo2 lmoeeior: SCD At{lon: CR COfIRF:cTiilf{ RgOUlltED COTTMENI,E: t COLUT'N FNR *OHDUIT RE6AR REON TO B[ 3' FF,OU EARTFi AI'TD 'I' TO FNRM ADD T TIESATTOP 2.FAR EAST RCOilt RAI$E TOI"'? # 5'$ TO TOP OF I-IO6K, $FLNE BOTTOM * $'S ET A['IGLE, 3"AD0 2 *5 DOWETS AT A$lGEt FACE TO a !6" OC.L FACE To. !6" Oc. EOTTOM, WHERE 8- 5T{iFif,{ SEWER IS. REINSPSCTIONl'tlDEt€ ROOir ADO 2 #5'S AT EOTTOM. HAI/E El-lG CHECK ECCENTF|K 0OLUMN LI)AC, OFI J FAS 50 ELDG.k|sulSndl BlD@SlrccFockt€il 70 BLDG'Mhc. 9O BLD&Ftnot 530 ELDG-Temp. CJO 638 FR€-F|NAL C/O 540 BLDC'Flo€l ciO To: Ac on: REOT'IRED OR EhIG LETTEF 11:11tW lmroaor: GcD Acdon: Cofirmenls: ClhrCEL€D P€R co'$i tRAcTofi ELDSFnmkn lVXtJm -k189€dor: GeEi A€tlon: Comments: AIID AIICFIOR 6OLTS 1O = ;'4' O{. NO NOTIFIED CRCORFECTAN REAU|FED R€qu*sles I'lme: 01 ;00 PM' Fhone: 5/S845-9€98 -or- ll1+ 504$ €nlered 8y: {}SOLDEN f Run fd: 514 l l REPT 31 the mj mueller co.,Inc. 23 October 2oQ2 Mr. Tiro AlbrechtL FTSIDE CONDOMINIITMS L234 Westhaven DriveVail, Colorado 81657 Subject: Foundation Reinforcement Inspection LIFTSIDE CONDOMINIT'USVail, Colorado Dear Tim: At the request of the Town of has'been asked to ieview the and specifications dated L3 The folLowing item is to be a) SECTIoN A/S1 VaiI Building Department, this office following items. See structural plans May 2oo2 and revised l-5 Ostober 2OO2. noted: The reinforcing steel of the s1ab, is shown as continuous in the slab, bent into the watl, and placed in the drilled hole in the bedrock (one continuous piece). The reinforcenent matts as constructed, are discontinuous at the 2-#5 bars at the top of the waJ.J-. 'fhe more couplicated method of reinforcement, as previously described and constructed, is capable of supporting the design loads described in the referenced structural plans and specifications. If you have any questions regarding this inspection and report, or the balance of the project, please contact this office at the phone number shoim below. cc: l'[r. Danny Swertfegger-ARCHITECTURAL SERVICES, Pc Mr. John Clouatre-WOODSTONE IIoMES' INC. civil architectural and structural engineering a p.o. box2747 vail, colorado 81658 476-2627 476-2637 IFAXI TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 OWNER DEPARTMENT OF COMMIINIry DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: Job Address: 234 WESTHAVEN DR VAIL Status . . . : Location.....: 1234W HAVEN DR Applied . . : Parcel No...: 210312122000 Issued . . : ProjectNo : Q{LTOL-6>o|3 Expires. .: r_,rFTsIDE COTIDO ASSOCITATTON 08/28/2002 phone: E02-0r60 ISSUED 08/28/2002 t1/22/2002 05/21/2003 $s2s. 00 $0.00 $s2s.00 $s25. 00 s0.0o 08/28/2002 Phone: 7L9-486-0603 COIIRT 08/28/2002 Phone: 7L9-486-0503 couRT Desciption: ADD STORAGE AND EXERSIZE ROOM Valuation: $28,500.00 r:*,t* {.* * *t'r*a'l**,* * License; CONTRACTOR DANICI EI,ECTRIC 1838 SII,VER EAGLE IJEADVIIJLE, CO 80461 License: 114 -E APPIJICATfT DAI,IICI EIJECTRIC 1838 SILVER EJAGLE LE.ADVIIJLE, CO I04 6L License: 114 -E Elect cal-----> DRB Fee-----> I-nvestigation--> Will Call-----> TOTAL FEES-> Tolal Calculated Fees-> trddifi6ngl Fees---> Total Pemit Fee----> Palments---------> BALANCE DUE-_-...> :trt **t 't:t*'t *t,t.trt** +:t ** *'t * t:+ + t:|:i rt * *,**:it* **rr **,t * ** +:||t*'*** * tt* ssz2. 00 $0.00 s0.00 9s25.00 Approvals:Item: 05000 ELECTRICAL DEPARTMEM| os/zsl2ooz DF Item: 05600 F]RE DEPARTIiIENT Cond: l-2 (BLDG.): FIELD Action: AP CONDITIONS OF J{PPROVAL INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPI,IANCE. ++t!a++**t *lrtt l* t*,t++**** * *a + +l,t t*:* l:!,f lr*'l l** l:i++* l:ri!* * f:!it DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE Y-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. {tit+*l I l*ll t*****'t * * ****rt*** i*** * *+ ++*tt*{r** ** **** ** ** * ** ++* *a************}+t +* *+* ***,i*i**** TOWNOFVAIL, COITRADO Stat€rneat*11*l*tt'il**t+l+taa+{"}f *lt**tl+il'}***'}*++f,+tlt*{''}*l*l'*:*t***'}**'t*'}**{"} **l'*:*:t **{r't***t*** ****1,*!t * Statenent Nurnber: R000003494 Amount: 9525.00 l!/22/2OO2t0:45 AM Paynent Method: Check Init: LrC tilotation: #1?81lDanlci Permits I{o3 802-0150 Type: EIECIRICAI"T PERUIT Parcel No: 2L03L2L22O0O Site Addresg: 234 IIBSTEAVEN DR VAIL Lrocation: 1234 W HAVEII DR ThJ.e Palzmerrt: $525.00 Tot,al Fees: $525 . 00 TotsaI AIIJ Pmts: $525.00 Balance: $0.00 *i'| +*l*f**'t'l*'f*'| *t**'|*tl*+*t***dr***l*+ l' | *{' *'}*ff+* ****{r***'}tr+tfl** ***'i'}* **l+*****l** r! **lrt'}*t* ACCOI,JNT ITEM LIST: Account Code Current PmtsDescri pti on EP OO1OOOO31114OO TET,IPORARY POWER PERI.,IITS IiC OO1OOOO311Z8OO !,/ILL CALL INSPECTION FEE 522.00 3. 00 mr,uw 75 S. Frontage Rd. Vail, Colorado 8 CATION BE ACCEPTED IF INCOMPLETE OR UNSI ilding Permit #: rical Permit #: O - 47 I - 2149 (X n spectio ns) i'Ttt'K-tvEw BU trus a ria'vA t0At ruils roi{ifff Ui-itHRs ( pt.l {(EtffZtc Town of Vail Reg. No.:Contact and Phone #'s: Q10- 3W- t ta 3 E-Mail Address: AMoUNT oF SQ FT IN STRUCTRE: 3 OAO ELECTRICALVALUATIoN: $ 2K 50O"2 Conta(t Asrcsorc Offie at 970-328-8640 or visit for Parcel # Pare,# Zl>V - l7l:22-Aol- f 'oT1'' hf-rsrO/ oeNoo t{)!t/tot robAddress: lz34 t^-/ l4+tler- or< Legal Description Lot:Block:Filing:Subdivision: Owners Name:Address:Phone: Engineer:Address:Phone: Detailed description of work: ft00 lToP,M^(ht0 ita. rLoo* WorkClass: New() AdditionQd) Remodel( ) Repair( ) TempPower( ) Other( ) Work Type: Interior (gQ Exterior ( ) Both ( )Does an EHU odst at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ft ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: Is this permit for a hot tub: Yes ( ) No (X) Does a Fire Alarm Exist: Yes p4 No ( ) ll Does a Fire Sprinkler System Exist: Yes p( ) - No ( ************t(tr*'t***********************FOR OFFICE USE ONLY*************** \WAi I\dAtA\CdEV\trORM S\PERMITS\ELECPE RM. DOC 07 2,6D002 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES SPRINKLER PERMIT PCrMit #: FO2-0061-u242\1 Job Address: 234 WESTHAVEN DR VAIL Status . . . : ISSUED Location.....: Liftside Condos, 1234 West Haven Drive Applied . . : 1011012002 Parcel No...: 2l03l2l22D00 Issued. . : ll/O4lZOOz ProjectNo | -?q-K)141,\t Expires. .: 05/0312003 OUIIIER IJIFTSIDE CONDO ASSOCITATION :.O/LO/2002 PhONC: Licenge: coMrRAcToR ALI_,IANCE MECIIAI.IICAJ., LO/tO/2002 phone: 970-328-0303 P.O. BOX 1855 EAGIJE, CO 8153 1 License: 552 -S APPI-,ICAN| AIIJIANCE MECIIANICAI-, t0/t0/2002 Phone r 970-328-0303 P.O. BOX 1855 EJAGLE, CO 81631 License:552-S Desciption: ADD NEW SPRINKLER SYSTEM Valuation: $16,000.00 {,*'.'r*'}'r**r+++:rr++++ FEE SUMMARY M€chanical--> $320 . 00 Restuarant Plan Review-->$0 . 00 Total Calculated F€es--> $403 .00 Plan Check--> Investigation-> Will Call--> $80.00 DRBFee----------> $3.00 $0.00 AdditionalFe€s-------> BAI-ANCE DUE--._> $0.00 TOTAL FEES-------> $403.00 Tolal Permit Fee----> $403-00 Palments----------> $4 03 - oo s0.00 90. 00 Item: 051OO BUILDIIIIG DEPARTI4EMI Item: 055O0 FIRE DEPARTMEMT 1-o/1-8/2oo2 mcgee Action: AP CONDITION OF APPROVALCond: 12 l?li-?;].;..IIl?--:T::-'-:l'--"J:--ffi.::::-::::..T:--,"-::::-i::.:::.1.-":yi.llfll*T";-'.,,..-"-*,..**N,.*:.**:,,.******i(*,*,* DECLARATIONS I hereby acknowledge that I have read this application, filled out in fult the information required, completed an accurate plot plan, and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQIIESTS FOR TNSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-21ss FROM 8:00 AM- 5 PM. OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ** *** * * * * + * {' * * * * ** ** * * * * * * * l* '}** *x. x(:t * * * * * * * * * * *'N* f * * * * * * * * * * * * 'i * * * * * * * * * * * + * * '} + * * * * * {.,1. '* * **,r * TOWNOFVAIL, COLORADO Sbtement * * **** * **f + + {' * * **** ** * * * * * * * lt*+* ** * * * *** ** * ||'a * *** *+ + *,t +* * * * *t' 't * * ** * * * ** * * * ***** t*!t * ** **** ** statement Nuniber: R000003372 Arnount: 9403-OO LL/04/2OO2o9:57 AIv,! Palzment Method: Check Inits: DDG Notation: Ron Aho 8448 Permit No: F02-0051 fytrle: SPRINKITER PERMIT Parcel No: 2703!2722000 Site Address: 234 WESTmVEN DR VAIL Location: L,iftside Condos, 1234 west Haven Drive TotsaI Fee6: $403.00Thia Payment r $403 .00 Tot.al ALIr prnt6: $403 . OO Balance: $0.00 + ***'f * * * ** 't * * * * * * ** * * * * * * * l. t + t**'+ +'r * * * * * *,* * * * * * * * * * * * * * * * * * * * * * * * * tt ***+******* ************** ACCOUNT ITEM LIST: Account Code Descriptlon Cur rent Pmts l4P OO1OOOO31113OO MECHAN]CAL PERMIT FEES 32O.OO PF 00100003112300 PLAN CHECK FEES 80.00 I,IC OO1OOOO31128OO |4JILL CALL INSPECTION FEE 3,OO APPUCATION WILI NOT TVWNOFYIN 75 S. Frontage Vail, Colorado Rd. 81657 (min) Contact Assessorc Office at 97O-328-8640 or visit '.com for Parcel # Parcel # (Required if no bfdg. Permit + ii pr o | -n+?JobName:./5, i. // rt .. . /lLX JceKs, Vovfu-<e,' ..^o- rob Address: / *3 { lt,p'4/rL,*., ,t) (. LL;l Legal oescrfition Lot:Block:Filing:subdivision: L# DIz &-.1.4-^, owners '^ 0- ,^ / .-a / /,'r A.-ll Address: / r'3 ? L* //^-,* rrKl Engineer:(/ ll Address:Phone: Detailed Location of work: (i.e., floor, unit #. bldo. #) a ,tt ru, ( ,) o* ot- & *s ue, S ,'-,-... +a dtl7n-d., fro-r-, * k , ^*.p ?,za,a"-, Detailed descrip\ion of work:. V ",'lte c4 Mt.or.--fr-L-. J-t, z*e"--, WorkClass: f6*t I Addition( ) /Remodet gJ'aepar( ) Retro-fit( ) Other( ) Typeof Bldg,: Single-family( ) Two-family( ) Multi-family(ay'-Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq: Does a Fire Afarm Exist: Yes (tj No ( Lfl.5{ i^ ll ooes a f rre Sprinkler System Exist: yesci N" ( 2 L{ Laa\c4 COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Town of Vail Reg. No.: 55/ ^J gqntact,and Phone #'s: ili-,^,/l/o, ? I l+.,t6<- Contractor Signature:/'r>, / l./ r- *************************************** CEIV EB -,: --r'V / e' F:/everyone/forms/sprkperm -J --,t-/ / A3 ,,F-oz- OFFICE USE ONLY* *****rr**+********** TOWN OF VAIL DEPARTMENTOF COMMUNITY DEVELOPMENT 75 S.FRdNTAGEROAD VAIL, CO 81657 970479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICALPERMIT Permit #: M02-0267 Trt'-6 A'(1 Job Address: 234 WESTHAVEN DR VAIL Status . . . : ISSUED Location.....: Liffside Condos, 1234 West Haven Ddve Applied . . : 12n3'2002 ParcelNo...: 210312122000 Issued. . : 12127/2002 ProjectNo , TR5-OA - Ol.{ } Expires. .: 06n5n003 ol{NER ITIFTSIDE COIIDO ASSOCITATION t2/23/2OO2 phone: Lri.cense; CoI{TRACTOR COTORADO PLTMBING SERVICE, Ta2/23 /2OO2 phone : 97O-625-0766 2335 AIRPORS ROAD RIFLE, CO 81650 Lricense; l-1"7-M APPI.,ICAI{TT COI,ORADO PIJT'I.,IBING SERVIEE, TI2/23/2002 PhONEI 97Q-525'0766 2335 AIRPORT ROAD RIFIJE, CO 816s0 License: 11-7-M Desciption: ADD AIR HANDLING UNIT T0 SUPPLY HEAT TO EXERCISE Valuation: $9,000.00 FireDlace Informatiou: R€sfisted: Y # ofGas Appliances: 0 # ofGas Logs: 0 # of Wood Pellef 0 FEE SUMMARY ++atal++r++l'lli.r*t't'**'***'l*'|***'r***'td.a'!'lt,l**'l****:r**:*****'*,*,i. 90. 00 Tolal Calculat<d Fees--> $408. 00M€chonical-> S18o.00 Restuorant Plar Review-> PIan Check->S45. 00 DRB Fe€____>$0.00 AdditionalFe€s*------>$0. o0 lnvestigation> $180. 00 TOTAL FEES--> 9408.00 Total Pemir Fee*---> $408 .00 will cau->93.00 Payrn€nts-----> $408 .00 BALAT{CE DUE--> Item: 05100 BUILDING DEPARII,IENT L2/24/2oo2 ccD Action: AP ITEM: 05600 FIRE DEPARI'MNflT CONDITION OF APPROVAICond: 12 (BLDG.): FIELTD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIAITCE' Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 I]I'{C, OR SECTION 70L 0F THE 1997 rMC. Cond: 23 (BLDG. ) : INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS Al{D TO CIfAPTER 10 oF TI{E t-997 UMC, CITAPTER 10 OF TI{E 1997 rMC. Cond: 25 (BLDG. ) : GAS APPIJIASICES SHAITIJ BE VHfTED ACCOR.DING TO CHAPTER I AND SIIAL,L TERMINATE AS SPECIFIED IN SEC.8O5 OF THE 1997 UMC, OR CIIAPTER 8 OF TI{E 1997 II4C. $0.00 Cond: 29 (BL,DG')I ACCESS TO HEATING EQUIPMEITI MUST COMPIJY WITH CIIAPTER 3 AND SEe.1o17 oF TI{E 1997 TIMC A}ID CHAPTER 3 OF Tl{E 199? IMC. Cond: 32 (BLDG.): PERMfT,PLANS eND CODE AIIAI'YSIS MUSr BE POSTED fll MECIIANICAL ROOM PRrOR TO Alr TNSPECTTOI{ REQITEST. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. RXQUESTS FOR INSPECTION STTATT BE MADE TWENTY-FOIIR BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. CTOR FOR HIMSELF AND OWNEI I {'*'}*+,}*l't***********f++*+*********+++t ********+a++rt++***************l*f+r*,t rrii,ir*+*ritt*+++* TOWN OF VAIL, COLORADO StAtCMCNt*****f * *** ** f, f* ***+rf * t ** * *+*******+ * * ** * {' * ** *** * ++,t++ *t**,}* ******* * * ft***** * * *tX ***** * + ++*+* Statement Number: R000003580 Amor:nt: g4og,O0 a2/27/2OO2O8:O9 AM Payment Method ! Check fnit: L,C Notat.ion: #306500/colorado Plumbing Ser Permit No: MO2-0267 Type: MECIAdICAJ., PERMIT Parcel No: 2LO3I2L22OOO Site Address: 234 WESTHAVEN DR VAIL Location: Liftside Condos, 1234 We6t Haven Drive Total Fees: $408.00This Paynent: $408.00 Total ALL Pmts: 9408.00 Balance: $0.00 *'*'i* lr rt* l* * * **** *!t 'i ** *****+*,* * ++ * * * **** * * ** *** t**** * *+ + * * ** * f * ** * * *** *,i,' *****+ * * * ++ + + ** 't* * ** {. ACCOT]NT ITEM LIST: Account Code DescriDtion Curr^ent Pmts l4P OO1OOOO31113OO MECHANICAL PERI,IIT FEES PF OO1OOOO31123OO PLAN CHECK FEES PN OO1OOOO3153OOO INVESTIGATION FEE (BLDG) tlc 00100003112800 IIILL CALL INSPECTIoN FEE 180.00 45.00 180.00 3.00 APPLICA IF INCOMPLETE OR will not be accepted without the following: Medranical Room layout drawn to scale to Include: CONTRACTOR INFORI\{ATION s NWT|uFUtnlY - rr lrlc:t 1 tt; A n Building Permit #= $oL'f lf f Mechanical Permit #:t---Lrtt 970-479-2149 (Inspections) ,-- 75 S. Frontage Rd. Vail, Colorado 81657 Igecflapical Conbactor: /h, P/aril,'aa .b,c. / rtc Town of Vail Reg. No.:Contact and Phone #'s: fi'rt H,u. ?fa - 6tt- of l4 E-Mail Addn€ss: Contnctor Sionature:{Wn//r/ COMPLETE VALUATION FOR MECHANI &0, oo ConAct Otrtce at 970-328-8640 or visit for Parel # Parcel # tob uamet(iffs,l, Mo. **jli,Ic JobMdresstT23r/ U6r Hfnu AAvs Legal Descrlption Loti Block:Filingr subdivisioni Owners Name:Mdress:147y Ucst hhuo, ,biue ll Phone: Engineer;Address:Phone: Detailed descriotion of work'-/ili-Iii;'fiiti,ij' ur"l ft s"pyty A.a/ lo tutrtts< R*'^ WorkClassr New() Addition( ) Alteration( ) Repair( ) Other( ) BoilerLocaUon: Interior( ) Exterior( ) Other( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family ( ) Duplex ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: No/Tvoeof FireolacesExistinq: GasAppliances( ) GasLoqs( ) Wood/Pellet( ) WoodBurning( ) Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Buming (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) \WaiMata\cdev\FORM S\PERMITSW{ECHPERM.DOC 07D6D002 BHW SHRI BELT DRIVE HORIZONTAL WATER BLOWER COIL CHILLED UNITS a1 - ao\ 'SUPPLY\oo a SUPPLY ACCESS PANEL (BorH stDES) 3/4" FPT DRAIN D ro AIRr) FLOW FILTER ACCESS (BOTH SrDES) RIGHT SIDE 4X4 Electrical Junction Box O Chilled Water Coil Connectiona Hot Water Coil Connection (Reheat Position) FRONT See Note O 180 @ z+o DUAL BLOWER UNTTS (18O/24O) @ Blower opening 7' down from top of unit. Looking at discharge 14glStettside, 11 3/8 center and 8 3/8 right side. @Bfower opening 11 7/8 down from top of unit. tooXlng at dis;harge 14 gl16left side, 1 1 3/8 center and 15 5/16 righr side. tlk-- F _______+.k-_ E REAR UNIT CABINET DIMENSIONS :"Denotes Chanses MODEL UNIT BLOWER OPENING OUTLET RETURN DUCT CONN. A B c D Er.Hlu F +'"G +''K L 24 BH 37.00 27.OO 18.00 1 9.13 1.OO 4.75 10.88 18.00 16.0O 36 BH 37.00 36.50 18.OO I 12.O9 1.OO 12.31 10.88 27.50 16.O0 48 BH 42.OO 38.O0 22.OO 1 14.25 1.OO 9.50 14.O0 29.O0 20.0o 60 BH 42-OO 45.OO 22.OO 1 16.00 1.OO 13.O0 14.OO 36.O0 20.0o 90 BH 52.50 54.OO 27.OO 1 2034 1.OO 13-25 16.75 45.OO 25.O0 120 BH 52.50 57.OO 34.O0 1 21.88 8.50 13.25 16.75 48.O0 32.OO 180 BH 57.50 67.19 42.OO 1 o 7.OO 16.07 15.88 57.75 40.25 24O BH 57.50 72.OO 47.OO 1 @ 11.88 16.07 15.48 66.00 45.O0 Page 4 Ilp4: tg il x ol 6o rr|lr|cl .qfioocrarcrcroooci ooocoooEoo €c|..!ctoF.Oa{ulO.r{sro iI|r.o601!aran6looo!tro|,|{lt,'t,'tt ocr.oroFrro.{ro(\ll\a{rodl\ .n.rl r{ d il .l d il r{.a otttrq!FFFrrddtrtdatolo drF!.l('6Fr.lOOtF.t (\| rt ,n -al !trrtorFoo(^Foo.nr\| i $.c 6(, a e t!Fo i i i.8lrl IF Ill l.q .ct{ t?t;t;t- t..ts ItE olri () I tolt.) lrs l.-till tili I Itc IE I litiliI' I I,C I lxItr I l.lq l4 I I I 99 {.t r'|8gooSB FE{ CEur 6t c|a l.r F ET aos 0 RAOo48S F I lo dIE B I I I I I I l* I -o a) <,cfr od a,..t rJ a b q, l| 6olI .{ rr u! t l'|r .a io ol loo >H ol(J -e EE Eg EO 'ld .;{.r .r a1 a lr* EE. a Euf," ! ff €$ Hotititb:t8 o i ? i5"t!>g*fi8gEq.o' 3o n. o b""&l"t' r..uioio'oi i.Fr,* !-3 i tSd"tSg Hgq rll Fl Fl .{.t o o o o rr F{ O O 4 a o dn.r o l H |r&$EErrg6d# EEii i'i # gEf;!iEH$g'; 'it tI 6 (J 6rt-\l(\|O :, ,. !rqt,c| !o-l! Ecl ?E8T € a a !-. E E E.lr !a.E-o B S g EE UtJ iuiE g i!-.-r a I_-.; (l H ,E xE > o!).lrcl oEl EF!rFtoolll 00606dt rll r\ ,groc .ooo' ll N oosl}'| 6 .r r{ !, !.r*P o6ooo.irur5!rU) o! >6a\orc9rc qoooato oovtrn|l'!r|,||l||nr'.l l'si rno drr€.n <i Ei .-a cr ..r .-{ s .r r'' |o \c rt t{ .ulEl 1.|tlLr{-ll].r.dr ..t o.tr!l!'4,trOOI F *' E5l{ >r rl trJ - O l{aoa ! t oali.cg EHstHElrl i tn r, lltl|c'.qtEtriFi.. -9., tl ., UrA o.t Ja 't<{.r{}r388feditro'rc'.ltl r!; ll o.,)!'|)doc!>>roard!l .Jd d !ril rtioooorDo.r.'rooaA(DGu'u|E6}lE!lt I Inspedon Request Regucst€d InsF€ct D!te: Asslsn€d Toi tnrpoc{in Typc: tnsbecfiqn Ali:6: $lte Addree$: A/PfD Informdlo4 AduhrCffiTyr*:C|niir: Appfhmt Camnent: Cornncflt: Bm{44?Typ€: A-Coitlrt LFrsrD€coruDo^sffilfforu I'{OODSTO}{E HOi'lES. l}.JC" Phon€: 97&&t$9694 RO{JTED REVISEDSTRUCTUAL CIftAWhJGS TO CHARLIE . CSAVIS ROI'TED TO CHARLIE FOR RSVISW/APPROVALS - *FLORES ACOM II FR R€ouecbd lrlgrrciorllii I I rslt. I lrulec0on Hlstorv ItBm: 10 BLDc"Foo0nge/Si.6t * Aoprov€d -' lOO1t02- hrsostor: GC[J'' tullon. cCNDAPPfiOVEDICOf*ItXTtf,ilS C$mm€OB: FffiThlGS AS NOTED ON PLANs. COIID 2 PADS SI-{OWN AS 12" DfEP, ONLY r.T AS BULT" frem: 20 E{-DeFouilldotuSlod " Aoffr,v€tl " 10E2lm hcoacior: GCD Astlon: CR CoRFt€C-ilON I{EOURED COMNTOf'b: 1 .COLUMN FOft CO}ID{JfT REBAR TIEOD TCI BE 3" FROi$ EARTH AND 1" TO FORM" ADD 2 TES AT TOP. 2.FAR EAST ROOM RAISE TOP ? d 5€ TO TOP tr I.IOOK, SPLICg EOTTOil * A$ AT ATIIGLE. SADD 2 f5 DOIY€LS AT Al.lGEL FACE TO = t6r OC" UIDDI.E ROOfi AI}D 2 '5'S AT BOTTOII, YI'I{ERF 8' STORM SFWFR IS. REtr{SPECTIOITI REOUIREDOR ENG LETTER.. 11r17tP. hrp*lor: eCD ,qc,Son; l.ro tloTlFlEli Conmorits: CII{CELED PER C()f iTRACTOR tAJ'?.6uA hlrDrf,tor: cda\d* Acrbfi: AP AFPROVED CotntncnG: |f{ilnoll lGlrt of apPtglrol on til€ Item: 30 BLDO-Frffir8lo l02?l@ -tnrp€dor. GcD Arrlon: CR CORFECTION REOUIRED comfirrntr: ADD AllcrloR BoLT$ To = 24' QC IIAVE Ef'G CHecx EccEt'llFln COLUiIN L0ADON 1 FAD.Ilt8:iv htp.cto{: cdrdr Aclhn: PAPARTIALAPPTTOVAL Coml|.T$i: trrtidor p.dbn roln cnd iutrmg to( 3to{!g3 cloe€t apP|otJd Provide noftshrlnk gitorrt d litilal lo concrlF w€[ smnacuoo SLDc-ktrrlmonfiem: 60 figm; 60 hfln: 70 BLD'cF'tthc, lbmi 540 BLDG+InE|CF Requedo|: ITIIOOOSTO$IE l.lOlJES. ll{CJJofin Tlme Erp: BlDc-Sheefocfi tLll "-Af'p{orre'd "'Acfon' A,> APFf,OvEt)t2.(nta hr$scbr: GCD '- Acdon' Ar> AIIFROVE nllr.nts; EXCERSIZE FOO[, At{D lN RLl. AT trOOR OPEhlfi\FS.*cotunstts: ExcERslzE F Frrday, Beccrnber Zl ,2OO? coAVts SLDG CD ?$4 WESTHA\IEFI T'R VAIL t?34 W HAVEftl DR stdu.ts: lnEp Ar€s' ReqrFst€o TIm€: u8:0O At- Pfton€: 914€{t{5 EntetedBy: ICAI|PBELL K ISSUEDc0 REPT131 Run Id: 62a I Page i f+ei{uest€d trspr-;i 11u1*, As*iq.re{! l o: lr1spectio!'l 1 yFel tft$psc:lirfl Ar€al Slie Address: Fnday. De*mher i7 . 3.ri.i2 CDAVIS MCCH 2:I4 WES1HAVEN DR *.AIL t-lftride fnnd(}s, t234 trJest ft'3ven aJdva i i 'r,1 A/PIO lnformadon 4fttutly: i'.l0?-02$7 lnlnpc$on Hislqry Item: ?1Xl i,GCH-Rouehfbm: 310 MEcH-*{s€ftno It6|n' .r 15 PLMF$as Pitinc Item: 328 irEcH.f;xhaubt tlocds Item: 330 blE Cl't-S uDeiY Air n€m: 34O t ECl-tlCtic ' li€m: 3g) ilFtlFFlnol CofislT\T€. '$pri€r LlFTslD€ Cot.JDS ASApr)[c$t XOLORADO PLUMBII'iG 3ER!ltf.. lt,c Cornrnertt fiCTJTED TO GFEC FOtr FE\tEWjAFFFiIJALS liuti T,jfir : AC.)tu! Status:. i-'re. insF fur€. Pfurr* f7$625'$766.DI.LOREg Ra.rii**tfii 'l'ime' 01;*0 PM" Ffro{!e: 97iL{i2$O?€6 r-!!tg!ad By: CDAVIS K tssuF[:r '3D 390 MECH-F}nii eoL()RADO pLUhiSlNG SEfrVtCg. FrC Wlll call Kelth !ti"1-5338 CDAVIS 'llnH h.{$}. I I I' I I I I Ils:. ,W:is'r r{-EFTl-:t1 Sun, [.$: t1?t o Projest Name: Liftside Interior Convercion Prcject DescripUon: Proiect Addrese= 234 WESTHAVEN DR VAIL Legal Description: LoU Block: Subdivision: Parcel l{umber: 210312122000 Comments: Design Review Board ACTION FORM Departmert of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2L39 f ax: 97 0.479.2452 web: www.ci.vail.co,us DRBNumber: DRB020234 Location: Interior @nversion of 3,228 sq. ft. storage room and 7*l q. ft. exercise room below entry level lobby Participants: OWNER UFTSIDE CONDO ASSOCITATION Q7lt8l2Q02 Phonez License: APPUCANT Architectural Services P.C. 07 | I8|2OO2 Phone: 926-7 605 Danny Swertfeger POB 385 Edwards, CO 81632 License: BOARI'/STAFF ACTION Motion By: Action: SIAFFAPR Second By:Vote! Date of Approval= OS|OL|2AOZ Conditions: Cond: 8 (Pl-AN)l No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate rgyiew committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Planner: DRB Fee Paid! $300.00 ,l f o IOI4NM Locationof theproposal, 1e1; l'l/A gocr:NA subdivisiont F/ft Clffifr1?.L/lt4fib Physical Address: Ll E rop@nnrtsrruvu< 1234 UJ6T HAvEN DRtUg 2to3tZl72 ool- 62a sDD l..lO.+ he6A "4,rr grnrEl2FofaD Name of Applicant: Mailing Address:?.o- Box .38s EP cD}t FDS co. 41 (3 2 5,g'veGEk Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81557 tel: 970.479.2139 faxi 970.479.2452 web: www.ci.vail.co.us General Information: All projects reguiring design review must receive approval prior to submitting a building permit application. Please refer to the zubmiftal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town C.ouncil and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences wlthin one year of the approval. Description of the Request:TH€ 4oNsTEocflorr oF A ! 3,228,o S:rovz-:vtgEyvr Ak{o t EYEF(-T N Et,t$alFrq v,5 FI LANT Parcel No.: Zoning: Name(s) of Owner(s): Mailing lddress: 12 Owner(s) Signature(s): E-mail Address: Type of Review and Fee: tr Signs E Conceptual Review tr New ConstructionE edution tr Minor Altbration ( multi-family/commercial) tr Minor Alteration (single-family/duplex) tr Changes to Approved Plans tr Separation Request $s0 No Fee $6s0 $300 $2s0 Phone: Plus $1.00 per square foot of total sign area. For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). For minor changes to buildings and site improvements, such at reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already Design Review Board. No Fee approved by Planning Staff or the RECEIVEO For Office Use Only:F;;i;;--Tol;EicheckNo.: 7?a By: rl F Application Date: Planner: 7igt7 o Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 F,tx 970-479-2452 www,ci.vail.co.us August 1",2002 Architectural Services. PC Danny Swertfeger PO Box 385 Edwards, CO 81632 RE: Liftside Condominiums, 1234 West Haven Dr.. Cascade Villaee / Interior Conversion (DRB02-0234) Dear Danny, Staff has determined that the proposed conversion of Common Element (CE) within the Liftside building does not alter the basic intent or character of the approved special development district (SDD) and therefore approves yow application for design review. Furtheq the proposed conversion does not constitute either a major or minor amendment to the approved building plans, site or landscaping plans (!2-9A-2 Town ofVail Zoning Regulations). The cofilmon element undemeath the entry-level lobby and planters is currently unused, excavated space that shall now be utilized for owner's storage and a workout room. If you have any questions regarding this staff approval, please contact me at 4'19-2140. Sincerely, , ./**fua4( Matt Gennett Torvn Plarurer {,5*'uo'o'o a7/77l2AAZ F,6i32 173t219199SoTirltgz lt;Jl l.it 37011100 DAt{<n'ils LIFfBI!'fi corcDo'r PAGE Pl Qoo! w LL.?os:, Tor TOu'I{OFVAIL Fou fdflDrnt*AqfrEdnilaLffii CodaminlnA.gochion BG 8t$oiirdrmofPlru ToAlbonhldryAml: TLir nlrno ir cdip rFftnn ta bloshg; Tbe Sad ofDhow cfl-iirftb Cooihuininnr b apuad tb nopmd pls t$lctl Emd* md Stonp nom, Ltidric Csoimbfrru Ib BoaS b Mrr.d ilr Arqtdrt.t, Orw Sratthgsc'lo flt dr |!FcG FhF fot Pb natitv :*l EttllCbg Fcrrnlt" lfttnt nc nry qntoc" plre ffidtft Liftddr ff'rgEt" Tim Albrah : {79-9100' yfrtwe; l2.r+ Wttrlrvcrr D rivr r .v.tl, C6l$rrd6 lt 1 6 ! 7 . I ? { . 4 t I - I I l} 0 ' Fr* 9?O"t76'tp8O I01/LI/gZ 15:29 TX/RX NO.9116 P.001 o i 1.. .l ' ii ,l .. , t.' .,+..t JOINT PROPERTYOWT{ER WRITTEN APPROVAT LETTER I, (print a joint owner of property located at (address/legal description) provide this letter as written approval of the plans dated which have been submitted to the Town of Vail Community Dwelopment Department for improvements to be completed at the address noted abbve. I understand that the I further understand that minor fnay be made to the plans over the course ofthe review process to ensure compliance with the s applicable codes and regulations. (Signature) Page 2 of l210210il02 TO}TTI ADDITIONS . RESIDENTIAL OR COMMERCIAL SUBMITTAL REQUIREM EI{TS General Information: This application is required for all proposals involving the addition of GRFA (gross residential floor area). This includes proposals for 250 additions and interior conversions. See Title 12, Chapter 15 - Gross Residential Floor Area for specific regulations, I. SUBMITTALREOUIREMENTS** Hfi n Stamped Topographic Survey* t{fl o Site and Grading Plan* i4<a-,-; --:-: :. -' il* D LandscapePlan* |,h tr Architectural Elevationsi 5_.. _i,e,r.ni UJho rExterior color and material samples and specifications.' "' V ArchitecturalFloorPlans* ilyy a Lighting Plan* and Cut-sheet(s) for proposed fiKures , tr litle report, including Schedules A & B to veriff ownership and easements* N / h a - Photos of the existing site and adjacent structures, where applicable.d Written approval from a condominium association, landlord, and joint owner, if applicable NIA o Site-specific Geological Hazard Report, if applicable*u The Administrator and/or DRB may require the submission of additional plans, drawings, specifications, samples and other materials (including a model) if deerned ne€essary to determine whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly indicated. Please submil three (3) copies of the materiak noted with an asterisk (*). include a complete set of condominium association, Topographic survey:a Wet stamp and signature of a licensed sunveyor Date of survey North anow and graphic bar scale Scale of I"=L0'or L"=20') Legal description and physical address Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater than 409o, and floodplain) Ties to existing benchmar& either USGS landmark or sewer inveft. This information must be clearly stated on the suruey Propefi boundaries to the nearest hundredth (,01) of a foot accuracy. Distances and bearings and a basis of bearing must be shown, Show existing pins or monuments found and their relationship to the established corner. Show right of way and property lines; including bearings, distances and curve information. Indicate all easements identified on the subdivision plat and recorded against the property as indicated in the title report, List any easement restrictions. Spot ElevaUons at the edge of asphalf along the street frontage of the property at twenty-five foot intervals (25'), and a minimum of one spot elevations on either side of the lot' Topographic conditions at two ioot contour intervals **For interior conversions with no o<terior chanoes, the submlttal requirements existing and proposed floor plans, a title report, and written approval from a a tr tr tr tr TI tr Page 3 of lZl02l07lOZ B Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a point one foot above grade.o Rock outcroppings and other significant natural features (large boulders, intermittent streams, ek.).o All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.).o Environmental Hazards (ie. rocKall, debris flow, avalanche, wetlands, floodplain, soils) El Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to the required stream or creak setback)n Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to the site. Exact location of existing utility sources and proposed service lines from their source to the structure, Utilities to include: Cable TV SewerTelephone Water Size and type of drainage culverts, swales, etc. Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250'in either direction from property. :' *.9[ f,T9::3''"iTL.'tr Property and setback linesa Existing and proposed easementstr Existing and proposed grades o Existing and proposed layout of buildings and other structures including decls, patios, fences and walls. Indicate the foundation with a dashed line and the roof edge with a solid line,o All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed grades shown underneath all roof lines. This will be used to calculate building height.o Proposed driveways, including percent slope and spot elevations at the property line, garage slab and as necessary along the centerline of the driveway to accurately reflect grade. I A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in an uphill direction,D Locations of all utilities including existing sources and proposed service lines from sources to the Structures,a Proposed surface drainage on and off-site.D Location of landscaped areas.tr Location of limits of disturbance fencingtr Location of all required parking spacesB Snow storage areas.a Proposed dumpster location and detail of dumpster enclosure.B Retaining walls with proposed elevations at top and bottom of walls. A detailed cross-section and elevation drawings shall be provided on the plan or separate sheet. Stamped engineering drawings are required for walls between 4' and 6'feet in height. ',. D Delineate areas to be phased and appropriate timing, if applicable l6--ndscape Plan: n[ Scale of t" = 2O'or larger i D Landscape plan must be drawn at the same scale as the site plan. I a Location of existing trees, 4" diameter or larger. Indicate trees to remain, to be relocated (including \ new location), and to be removed. Large stands of trees may be shown (as bubble) if the strand is . , \ not being affected by the proposed improvements and grading, *-$ \ s Indicate all existing ground cover and shrubs. _^\$ I] Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers, gallon size N f for shrubs and height for foundation shrubs) of all the existing and proposed plant material including \ /'( grouno cover. F Delineate critical root zones for existing trees in close proximity to site grading and construction.p Indicate the location of all proposed plantings. I fase 4 of I2lo2l07lo2 \!\\-/ Gas Electric plh ..tl The location and type of existing and proposed watering systems to be employed in caring for plant material following its installation. Existing and proposed contour lines. Retaining walls shall be included with the top of wall and the bottom of wall elevations noted. Architectural Floor Plans: o-Scale of 1/8" = I'or larger; 1/4' is preferred V Floor plans of the proposed dwelopment drawn to scale and fully dimensioned, Floor plans and y'uilding elevations must be drawn at the same scale, t'-Clearlv indicate on the floor olans the inside face of tllearly indicate on the floor plans the inside face of the exterior structural walls of the building.}Jrer rr !r rv YY(rrrr vr |'' r(t' Label floor plans to indicate the proposed floor area use (i.e. bedroom, kitchen, ek.).I One set of floor plans must be "red-lined" indicating how the gross residential floor area (GRFA) was ,l calculated. See Title 12, Chapter 15 - Gross Residential Floor Area for regulations. f4 fr " Provide dimensions of all roof eaves and overhangs. No. -. 6 9Fw $VrltCr4,4tQ - ('*1 rC.rrdo6 Copt*VWrr\orl.;) h Architectural Elevationsl. D Scale of -1l8" = l' or larger; 1/4" is prefened"-n-Ali eleviitfohs of the'ltroposed'devebpment drawn tb scale and fLrlly-dimeh-$ohed. The elevation--' ' drawingd must show both existing and flnished grades. Floor plans and building elevations must be drawn at the sarne scale.o If building faces are proposed at angles not represented well on the normal building elevations, show these faces also.u Elevations shall show proposed finished elevation of floors and roofs on all levels.u All exterior rnaterials and colors shall be specified on the elevations.u The following shall be shown graphically and fully dirnensioned: fascia, trim, railings, chimney caps, meter locations, and window details.u Show all proposed e)terior lighting Frxtures on the building.u Illustrate all decks, porches and balconies.g Indicate the roof and building drainage system (i.e. gutters and downspouts).n Indicate all rooftop mechanical s)rstems and all other roof structures, if applicable.u lllustrate proposed building height elevation on roof lines and ridges. These elevations should coordinate with the finished floor elevations and the datum used for the survey.o Exterior color and material samples shall be submitted to staff and presented at the Design Review Board meeting, Lighting Plan:n Indicate type, location and number of fixtures.D Include height above grade, lumens ouput, luminous areaB Attach a cut sheet for each proposed fixture. II. TMPROVEMENT TOCATION CERTIFTCATE (rLC) Once a building permit has been issued, and construction is underway, and before the Building Depaftment will schedule a framing inspection, two copies of an Improvement Location Certificate survey (ILc) stamped by a registered professional engineer must be submitted. The following informaUon must be provided on the ILC:tr Basis of bearing and tie to section cornerB All property pins found or setu Building location(s) with ties to property corners (ie. distances and angles) D Building dimensions, including decks and balconies, to the nearest tenth of a foot n Building and garage floor elevations and all roof ridge and eave line elevations o All drainage and utility service line as-builts, showing type of material, size and exact location a All easements il/n J p l(\ J Page 5 of I2lO2lO7/02 PROPOSED MATERIAI.S Type of MaterialBuildino Materials Roof Siding Other Wall Materials Color P lPr Fasc!a Sofflrts Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. Page 6 of t2/OZl07l02 o PROFOSED LAT{DSCAPING Botanical Name Common Name.It/r t OuantiW Size PROPOSED TREES AND SHRUBS EXISTING TREES TO BE REMOVED Minimum Requirements for Landscaping : GROUND COVER soD SEED IRRIGATION TYPE OF EROSION CONTROL Deciduous Trees - 2" Caliper Coniferous Trees - 5'in height Shrubs - 5 Gal. Square FootaEeTvDe pln Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) Page 7 of lUOZlOTloz UTILIW LOCATION VE RI FICATION This form is to veriff service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. The location and availability of utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the following utilities for the accompanying site plan. QWEST 970.384.0238 (tel) 970,384.0257 (fax) Contact: Jason Sharp E(CEL HIGH PRESSURE GAS 970.762.4077 (tet) Contact: Brian Sulzer Authorized Siqnature Date -l,rhJlr* - HOLY CROSS ELECTRIC ASSOC. 970.949.s892 (tel) 970.949.4566 (fax) Contact: Ted Husky EXCEL ENERGY 970.262.4024 (tel) 970.252.4038 (fax) Contact: Kit Bogaft EAGLE RIVER WATER & SANITATION DISTRICT* 970,a76.7a80 (tel) 970.476.4089 (fax) Contact: Fred Haslee AT&T BROADBAND 970.949.1224 x i12 (tel) 970.949.9138 (fax) Contact: Floyd Salazar xPlease provide a site plan, floor plan, and elevations when obtaining approval from the Eagle River Water & Sanitation District. Fire flow needs must be addressed. NOTES: 1. If the utility verification form has signatures from each of the utility @mpanies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems, 3. These verifications do not relieve the contractor of the responsibiliry to obtain a Public Way Permit from the Department of Public Works at the Town of Vail. Utilitv locations must be obtained before digqing in any public right-of-way or easement within the Town of Vail. A buildinq permit is not a Public Wav oermit and must be obtained seoaratelv. Page B of L2lo2ll7l02 -t NOTES TO ALL APPLICANTS Pre-aopl ication MeeU no A pre-application meeting with Town of Vail staff is encouraged. The purpose of a pre-application meeting is to identifu any critical issues pertaining to the applicant's proposal and to determine the appropriate development review process for an application, In many cases, the pre-application meeting helps to expedite the development review process as critical issues are identified and dealt with in the preliminary stages, A pre-application meeUng may be scheduled by contacting Judy Rodriguez at 970.479.2L28 or iredrisge@guci!.e9_,ug Time Requirementg The Design Review Board meets on the lst and 3rd Wednesdays of each month, A complete application form and all accompanying material must be accepted by the Community Development Department prior to application deadlines. A schedule of DRB meetings and associated application deadlines may be found on the World Wide Web at http://ci.vail.co.uslcommdev/olanning/drb/meetinqs/default.htm For a new resiildnTial'dev'elopment,'the application deadline is tyfically 3.5 weeks prior to a Design Review Board Revigr Criteria The proposal will be reviewed for compliance with the Design Guidelines as set forth in Title 12, (Zoning Regulations) and Title 14 (Development Standards) of the Toyrrn of Vail Municipal Code. Reouirements for oropefties located in hazard areas If a propefi is located in or adjacent to a mapped hazard area (i.e. snow avalanchg rockfall, debris flow, floodplain, wetland, poor soils, etc.), the Community Development Department may require a site-specific geological investigation. If a site-specific geological investigation determines that the subject property ls located in a geologically sensitive area, the property owner(s) must sign an affidavit recognizing the hazard report prior to the issuance of a building permit. Applicants are strongly encouraged to consult with Community Development staff prior to submitting a DRB application to determine the relationship of the property to all mapped hazards. Requircd Plan Slheet Format For all surveys, site plans, landscape plans and other site improvement plans, all of the following must be shown, 1. Plan sheet size must be 24"x 36', For large projects, larger plan sDe may be allowed, 2. Scale. The minimum scale is 1"=20'. All plans must be at the same scale. 3. Graphic bar scale.4, North arrow. 5. Title block, project name, projectaddress and legal description. 6. Indication of plan preparer, address and phone number. 7. Dates of original plan preparation and all revision dates, B. Vicinity map or location rnap at a scale of 1"=1,000'or larger. 9. Sheet labels and numbers. 10. A border with a minimum left side margin of 1.5". 11. Names of all adjacent roadways. 1.2. Plan legend. Page 9 of DlAzlOilL2 t.. Desiqn R€\riew Board Meetinq Requirements For new construction and additions, the applicant must stake and tape the project site to indicatd property lines, proposed buildings and building corners. All trees to be removed must be taped. The applicant must ensure that staking done during the winter is not buried by snow. All site tapings and staking must be completed prior to the day of the DRB meeting. The applicant, or their representative shall be present at the Design Review Board Hearing. Applicants who fail to appear before the Design Review Board on their scheduled meeting date and who have not asked in advance that discussion on their item be postponed, will have their items removed from the DRB agenda until such time as the item has been republished, If the DRB approves the application with conditions or modifications, all conditions of approval must be resolved prior to the issuance of a building permit, Staff Aporoval The Admiriistrator (a ii'reintrer of the planning star'fl rnay review and airpi"ove Design Review applicai;oils,' - ".. approve with certain modifications, deny the applicatioq or refer the application to the Design Review Board for a decision. All staff approvals are revieured by the Design Review Board and any staff decision is subject to final approval by the DRB. Additional Review and Fees If this application requires a separate review by any local, state or Federal agency other than the Town of Vail, the application fee shall be increased by $200.00. Examples of such review, may include, but are not limited to: Colorado Department of Highway Access Permits, Army Corps of Engineers 404, etc. The applicant shall be responsible for paying any publishing fees in excess of 50o/o of the application fee, If, at the applicanfs request, any matter is postponed for hearing, causing the matter to be re-published, then the entire fee for such re-publication shall be paid by the applicant. Applications deemed by the Community Development Departrnent to have design, land use or other issues, which may have a significant impact on the communiff, may requlre review by extemal consultants in addition to Town staff. Should a determination be made by Town staff that an external consultant is needed, the Community Development Department may hire the consultant. The Department shall estimate the amount of money necessary to pay the consultant and this amount shall be forwarded to the Town by the applicant at the time of filing an application. The applicant shall pay expenses incurred by the Town in excess of the amount foruarded by the application to the Town within 30 days of notification by the Town. Any.excess funds will be returned to the applicant upon review completion. Page 10 of L2lA2lOTlAZ TO}IIN I Suruey/Site Plan Review Checklist Deparilnent of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fa>( 970.479.2452 tr Landsibpe plan" Title Repoft (Section B) Survev Requirements: u Surveyort wet starnp and signaturetr Date of surveyn North arrowI Proper scale (1"=10'or 1"=20')o Legal descriptiona Basis of bearings / Benchmarkn Spot Elevationsg Labeled right of way and property lines; including bearings, distances and curve infonnation.o Lot Sizeu Buildable Area (excludes red hazard avalanche, slopes greater than 40olo, and floodplain) Site Pfan Reouirements: L Access (check all)o Driveway type and finished surface are shown on the site plan. a Unheated n Heated (portion in ROW in a separate zone)tr Snow storage areas are shown on the site plan within property boundaries (300/o of driveway area if unheated; l$o/o of driveway area if heated)n All driveway grades, dimensions, radii are clearly noted on the site plan and @nform to Development Standards, p, 11. Steepest Section Driveway Grade (not the average grade):- o Parking spaces and turning radii are noted on site plan and conform to Development Standards, pp.12&1rt IL Construction Site (check all)tr Location of all utilities and meter pits are shown on the site plan. u Llmits of disturbance construction fencing is shown on the site plan. o I arn aware that approved Staging and Construction Traffic Control Plans, as per the Manual of Uniform Traffic Control Devices, will be necessary prior to construction.I I am aware that a Revocable Right of Way Permit will be required prior to construction. Page 11 ot L2l0zlo7lo2 o Environmental Hazards (ie. rockfall, debris flow, avalanche, wetlands, floodplain, soils)u Watercourse setbacks (if applicable)u Treesu Labeled easements (i.e. drainage, utility, pedestrian, etc...)D Topographya Utility locationsn Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250'in either dirtrtion from property. N/+ web: urww.ci,vail,co.us *This chedctist must be submitfud prior to Pubtic Works reuiew of a proposed developmenh Owners/Project Name: Project Address: Applicant:Phone Number: t. t tr \ ldl m. Drainage (check all that apply) lV ll , o The required Valley Pan is shown on the site plan as per Development Standards, p. 12.' I o (Note: Valley pan must not be heated) o 4 Foot Concrete Pan D 8 Foot C-oncrete Pantr Positive and adequate drainage is maintained at all times within the proposed site.o Culverts have been provided and are labeled and dimensioned on the site plan. o A Hydraulic report has been provided. (As requested by Town Engineer) ry. Erosion Control (Check all that apply)s Disturbance area is greater than one half acre.o A separate Erosion Control Plan has been professionally engineered and PE stamped.D Less than one half acre has been disturbed, and proper erosion control devices are shown on the site plan. V. Floodplain (check all that apply) '-B'dfhe'project lies wltirii, ct adjacent io a LCO ycar ilcorlploil;. '- n ' 100 year Floodplain is shown on the site plan. o A Floodplain study has been provided. (Required if floodplain is within construction limits or as requested by Town Engineer)I The project does not lie within or adjacent to a 100 year Floodplain VI. Geological/Environmental Hazards (check all that apply)B The project lies within a Geologic/Environmental Hazard area. (See Development Standards, p, 20)a A Hazard Report has been provided o The project does not lie within a Geologi{Environmental Hazard area, VII. Grading (check all that apply)o Existing and proposed grades/contours are provided on the site plan. tr All disturbed areas have been returned to a 2:l grade. o All disturbed areas not returned to 2:1 grade have been Professionally Engineered with slope protection and/or stable soils. PE stamped details are provided within plans. o Only existing contours are shown on the site plan, there is no proposed grading. VIII. Parking (check all)s All residential and commercial parking spaces conform to the Development Standards, pp. 12&15. H. Retaining Walls (check all that apply)B All retaining walls conform to the standards in the Development Standards, p. 19.o All retaining walls and combination walls over 4 feet have been Professionally Engineered and a QE stamped detail has been provided within the plans. B All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type of wall construction.u No retaining walls are required for this project. X. Sight Distance (check all that apply)tr Proper sight distance has been attained and shown on site plan as per Development Standards, p,12,tr Proper sight distance has not been attained. Explanation why:_ Additional Comments Please provide any additional comments that pertain to Public Works Review. Page 12 ot lZlOUoTlOZ Applicants Signature_ An c mnrECT"uR.,\n- Snnvrcn,s p. c" 210 Edwards VillaSe Blvd. . C-202 . P.O. Box 385 Ddwards, Colorado 81632 Phone: 97O.926.7605 . Fax: 970.926.7610 July 18,2002 Town of Vail Dept. of Community Development 75 South Frontage Road Vail. Colorado 81657 Re: Liftside Condominiums Addition - lnterior Conversion To Whom it may Concern: Attached please find our applicaiion, drawings and Association Board approval letter for the above referenced project. It is our clients intention to construct a +l- 3,228 S.F. storage room and a +/- 794.0 S.F. exercise room in the existing void spaces located below the main entry lobby and the planters on the East and West sides of Ihis lobby. All improvements occur with-in the existing footprint of the building with absolutely no changes to it's exterior. Based on the location of the work and no changes to the exterior, we were hoping that this project could be approved on the staff level. Please do not hesitate to call if you have any questions or require additional information. Sincerely, Copy to: Tim Albrecht - Liftside Condominiums Property Manager I 'r**{.**,********+++tr*******************t}**{.********{'*******++t+*t*****{tr**'t 't * **N I tr** * *f*** *!* * TOWNOFVAIL, COLORADO Staternent {'a}*{.**'}t**+*+*+++*******t{r*'&t}**!**'**'}**t***?***'tl *'t***********+**+**********{'***.'}+****{**}*** Statement Nunber: R000002?54 Amolrnt: $300.00 07 /1,8/2oo2t0:5? AM Payment Method: Check Init: {IAR Notat,ion 3 390 Timothy B Albrecht Perml-t, No: DR8020234 TlDe: DRB - AdditLon of GRFA Parcel No: 210372722000gite Addrese: 234 WESTIIAVHiI DR VAIL, Irocation: Totaf Fees: S300.00 Thie Payment: $300.00 Totaf Al,L, Prnts: $300.00 Balance: $0.00 * * *+*+ +* * + ** * *'t * * ** * * *'$ **** * !* *** * * * * * *** * ** ** * ** * 't * * $'! ** {.* * * * '} * {' * *'l * * *'}* * {r{' * * * ** ** * r. *!t * * **** ACCOIJNTITEM LIST: Account Code Desc|iption Current Pmts DR O{]1()OOO31122OO DESIGN REVIE|I'I FTIS 300.00 It'fui/e Oc'wrJE l//rye ,/ COMMI,NIrY DEVELOPMEI{fTOWN OF VAIL 75 S. FROMTAGE ROADvArL, co 9L657 970-479-2L38 DEPARIIIIEI|IT OF NOTE: TIIIS PERMIT MUST BE POSTED ON ADD/ALT COMM BUILD PERIVfI JOBSITE AT ALL TIMES W ilob Address: Location. . . : Parce1 $o..: Project, No.: 21-03 -L2L-22 - 000 PRJ99-0341 Status... epplied. . fssued. . . ErcSlires. . ISSI'BD LL/L6/L999 TL/L7 /1999 os/Ls/2000 APPr,rcANr R.A. NELSON & ASSOCTATES, rNCP. O. DRAWBR 5400, AVON, CO 81620 COMTRA TOR R.A. NEI,SON & ASSOCIATES, INEP. O. DR.AWER 5400. AVON, CO 81_620OWNER LIFTSIDE CONDO ASSOC. Description: ADD STORAGE ROOM Occupancy: R]- Mult.i-Family fipe Constructsion: II FR Tlpe II Fire Type Occupancy: Phone:. 970-949-5L52 Phone: 970-949-5]-52 TOV/Comm. Dev. Clean-up De Refund approved amount Valuation: Fif,eDlacc Infornation: Restsricted: 7,5OO *Of eaa ApFlianceB: ResisLivgUra Add sq Fts: .00 .00 PI.ANS TO *of Oas LogE:*of wood/Pallet I Buildi.ng-----> Plan chcck- - - > InvesLigation> wtlL calL----> ReFtuarane Plan Revielr- - > DRB F€€-------- ToEql CalcuLaEcd Fe€E- - -> Additional Fees---------> 125 . O0 al.25 3D9.25 .00 309 .25 309.25 .00 .O0 Recrealion Fee----------> .00 Total Perrnit Fac----_--_>3'nn ffi"'.ffi"* ililffi[.;--:-::-:-::--] Dept: Dept,: Item:05L00LL/L'|/L999LL'/17'/t999Item: 05400LL/L7 /L999Item: .05500Lt/L7 /L999rt.bm: 05500LL/L7 /L999 BUII,DING DEPARTTVIEI{TCHARLIE ACTiON: NOTECITARLIE AcI,ion: APPR PI.,ANNING DEPARTIIIE}IICIIARLIE AcEion: APPR FTRE DEPART'MEI{TCHARLIE ACIiON: APPRPI'BLIC WORKSCIARTIE Action: APPR : BUILDING Division: PI,ANNING DiviSiON: FIRE Division: PUB WORK Divisi-on: SEE N,/A N/A N/A See Page 2 of this DocumenE for any condiuions Ehats may apply to this permits. DECI,ARATIONS accuratse plob and plot p1en, eubdivieion I : 00 .A.til 5 : O0 PM I hereby acknotrl.dge lhrt I have read thi6 appllcalion. filled out in full the inforqation required, conltlcted an plan, and 6tatB bhat al,l the infornation provided as required i6 corrects. I agree co conttrtly nLch the infornatsion to comply lrith all Town ordinanceg and Etahe lawe, and co build bhie etluctsur€ codee, dc6igrr rewien approvcd, Uniform Buitding gode and ocher ordinancc6 of the T AT OIJR OFFICEREQ{'ES"S FOR IIGISECTTOIIS SHALL Bts HADB n{ENTS-FOUR HOLIES rN ADi/3NCE Br CONTRASIOR FOR HITi{SEIJF AND OWNER *:l**'********************************************!t:t*!&**************************** CONDTTIONS Permit. #: 899-0301 as of lL/1,7/99 Status: ISSIIED ******************tl******************************************************!t****** Permit. Tlpe: ADD/ALT COMM BUILD PERMT epplied: LL/L5/L999Applicant: R.A. IIELSON & ASSOCIATES, INC fssued: LL/L7/L999970-949-5152 To Ercpire. O5/L5/20OO ,Job Address: LOCAIiON: LIFTSIDE COI{DOS Parcel No: 21-03-121-22-000 Description: ADD STORAGE ROOM Conditions:1. PTRE DEPARIII{EffT APPROVAL IS REQUTRED BEFORE A}IY WORK CAN BE STARTED. 2. FIELD INSPEETIONS ARE RBOUIRED TO CHECK FOR CODE COMPLIANCE.3. TT'TS STRUCTI'RE TS A TYPE TI FR BUU,DINGALt STRUC EI-,EME}TTS MUST BE PROTE TED WITH 2-HR FIRE RESISTIV ASSEMSLIES TABLE 6_A TIIE OPENING TIITO THE STORJ\GE SPACE MUST BE PROTECTED BY A TESTED,I-,ISTED 90 MIN. DOOR WITTI SELF CLOSING HINGES sEc. 1005.3.3.s AI.,L CODE REFERENCES ARE FROM TIIE 1.997 UBC 9RAPIRED Sl22/oo' 11:1s:23 PROGII,A!.| IIR415U To$$ of veil DEPOSIT NFFUND REPORT. UPDATB PACE T. CUST-ID CUSTOI,ISR NAI'E TTPE CITARCE DEpOerT DEPOEIT-ID.' ADituEnnENE APrER-REFItND - - *::---::::::11:: x?23 899-0301 R.A. NF!50N & ASSOC. D2 DEPOS DEPOSI? r]./xe/sg s/22loo 9?. oo e7 'ao 9'' 'oo- ' oo 9?.00 97.00 97.00-GRIND TOTAI,: DEPOSIf couNT: I G/L BATell CRE!.!ED: BAfCH-01309 2000/05 U9ERID'ItPOPECK AP HELD COI'NT-1. OO AT'OUNT-97 .00 PREPARED sl22/0O' 7r.!9 t44 PROGRLtil !tR415U Toen of VaiI DEPOSIT REFT'HD REPORT.I]PDATE PAGE 1 cggT-rD ctrsmusR NAI4A TIPE DEPOSIT DEPO9II-A,D'I AD'f,I'IITIIIENT ARTER-REFUIID TI(-DATE AII-DATE TTNOUNT AI'IOUN! I!'IOI'NT IIIOUNTCT{IRGI CODE DESCRIPTIO}I 1?23 899-0301 R.A. flELSGI & A990C- D2 DEPOS DEPOSTT r]./n/99 5/22/OA 3.00 3,00 3. OO- 3.0o 3. O0 3. OO-.00IOTMoR CUSTo||ER TIPE. Dz 3.00 3.00-6RAND TO{TAI,' DEPOSIT COT'NE: 1 G/L BAICH CEEATBD ! BATcIt-01311 20ool05 USERID-'f,POPECT AP HELD COI]NT-1.00 altorrNT-3.O0 ?OWN OF VAII., 75 S. FRONTAGE ROADvArL, co 81657 97Q-479-2L38 DEPARIT,TENT OF COMMTJNITY NOTE: TI{IS PERMIT MUST BE POSTED ON ELE TRTCAL PERMTT PMENT iIOBSITE AT Att TIMES Pernult, #: E99-0248 status-.,: IssuEDApplied... LL/161L999 Issued. ..: LL/al/L999 E:cpires.. : 05/15/2000 Phone: 97Q-949-465L o DEVEI,O rJob .A.ddress: Locat,ion. . .: Parcel No..: Project No.: 234 WESIrHAVEN DR LIFTSIDE CONDOS 2LO3 -L2t-22 -000 PRiI99-0341 APPLICAIqT R.A. NELSON CONTRASIOR NEW EI.,E TRIC INC, P O BOX 957, AVON CO 81620OWNER LIFTSIDE CONDO ASSOC. Descriptsion: EIBC FOR STORAGE ADDITION VaLuation:1, 500 . 00 Elec!!icaL- - - > DRB Fee fnve6liEat'lon> will ca1l.----> TOIA'J FEES-. -> 50 .00 .00 .00 3.O0 TotsaI calculated Fees- - - >53.O0 Addit-ional Fees---------> .00 Totsal P€r0it Fee-- -- ----> Pa)menba------- BALANCE DI'E-. - - s3 .00 '00 ******i***tr*** ItsEM: O6OOO ELECTRICAI. DEPARTMEIiIT DEPE: BUTLDING DiViSiON:LL/1,7/1,999 CHARLIE ACTiON: APPR CIIARLIE DAVISrEbm:'.0s600 FIRE DEPARTMET{T DepL: FrRE Division:L1/1,7/1999 CIIARI.,IE Actsion: APPR N/A * * * * *r* ** * rr*J * * rr * r** * * *** * ** * * * I * ***** * rr*l}* *rri* ** * ** ** * t * * * * * * ir* r * * r * * * * i r * * * ra*r * * * *t* ***t * ttt ir * * * { **r * * * t * *r * !f,** !r * ** * * t{ * t t *t t !a CONDIfION OF APPROVAL 1. FIEI.,D TNSPE TIONS ARE REQUIRED TO CHEEK FOR CODE EOMPLIAIiICE. *******l****ttt r*****!l****tt** DEqI,ARATTONS I hereb-y acknowLcdEe that I have read thi6 appLLcatsion, filled out in full thc j.nformaiion requited, cortE letBd an accurate Plot p1an, and stsaie thats all the informat,lo,n provided ae required is correct. I agree to coN[ply ttilh th€ inforuation and plot Plan, Eo comply !.ith alt Tofin ordinanceE and 6cate lat.€, and t.o build this struct.ure Bccotding to Lhe To$n's zolrirrg and EubdivLsion codes, deEign rcview approwed, Vnifotu Buildtng code and other ordinancea of tshe Tonn applicabfe theretso. PEQUESAS FOR TNSPEEIIONS ST{ALL BE !{ADE ITIETqIY-FOIJR HOT'RS IN AD'\IANCE i.i . :Contacc Eagle Coun ty ii*?i-',?'HlYt - . APPLICATTON,flr****************|.'l,/[Y]-Building t Assessorg Parcel /l .Ll- LLot MUST BE ******** J -Plunbi I -tce_FolfN oF vArL CoNSTRUCTIZ' PERMIT APPLICATION FORD^ru ll-lt T, FILLUD OUT COMPLETELY OR ***** PERMIT TNFORMATION ng []-Electrical tl-M PER"urT /,,___ ,o,l'fll ACCEPTEtr V *************** -Other ******* al tl ION RM fr *** Irfech o H **** anlb rob Name: L.PfstE 6,*ooS- rob Addre *", _fr{.zz'>f y'A.it-rob Name: LftfStDg 6,*aa*- Job Addre*", _fu!>"i(p,r_ Legal Descriptlon: Lot-_ Block_ FiIinS suBDlvrsroN, Owners Name: Address: ph.% % Architectrfflftr<-*fttllWt.r-en_ Address, {- , ? ph._ General Descriuti ott t Hork class: [ ]-New [ ]-Atteration [ ]-Additionar J 1-nepair [ ]-other i*********************'t*********** VALUATIONS * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * iurrprNc, $ (4ooo E LE crRI cA r. : I J-3- Q Q_ _IIECHANfCAL: $T-:$?IIJMBING: $f *&*** **** ***** rt***** Jr * ** * Town of Vail Reg. NOePhone Nurnber: iLectrieal Contract,or : i'lumber of Dwelling Units: ftnber and Type of FirepJ_aces: cas \ddress: ' ,rLumbing Contractor: \ddress: ,lechanical Contractor; \ddress: t***********************rt******* Number of Accornrnodation Units: Appliances__ cas Logs_ Wood/peJ_J_et O Tgrr1 Ei vail neg. No. ll0- LlxDrlnDer:A-tqr- -Town of VaiI Reg. NO._ Phone Nunber: Town of Vail Reg, NO._ Phone Nurnber: FOR oFFrcE usE ******************************* BUILDTNG PLAN CHECK FEE: PIT'MBING PI,AN CHECK FEE: I'TECHANICAL PI.,AN CHECK FEE:. .RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEESs ]UILDING PERMIT FEE: ]LUMBING PERMIT FEE: ,'ECHANICAL PERMIT FEE: ]TECTRICAL FEE: )THER TYPE OF FEE: )RB FEE: GROUP sQ.rT,BUILDING: SIGNATURE: ZONING: SIGNATURE: rtl itlr_l_l_ vALUArIOIt CLEAT{ UP DEPOSIT REFIIND TO: .t o \W*-qqcstl t #PC",t -tf3 75 ioulh lronlage road sail, colorado 81657 (303) 479-21.38 or 479-2t39 ro: FROM: DATE: SUBJECT: In sunu'nary, Ordinance No. 6 states that it is unlawful for anyperson to litter, !5ack or deposit any ."if,-rJ"i., sand, debrisor materiar, including tra=n-humpsters, portabre toirets andworkmen vehicLes. upon any streetl =ia;;"ik, *;ii;y or publicIll:" or any portion th;;";;:--rfi"-;i;hr:;i_;;y=ln arr rown ofVail streets and_roads is approxinately 5 ft. off pavement.rhis ordinance wir.r be. ;rri;ii;""iii".cla-ui-inl'i"wn or vairPublic l{orks Deoartrnent. perslns found viorating this ordinancevrirr be given a 24 hour wrirten notice-to^;;;;;;"=.id rnaterial .In the event the person so notified does-";;-';;;pty with thenotice within the 24 hour.tirne-.p""rii"a,"ii""i,.,f;ric worksDepartment wirr renove said mateii"r. it tn"--""plise of personnotified. The urovisions "r iii"-"iain."'"I ;frIii nor beapplieable to cinstruction, ,iirt.r,-nce or repair projects ofany street or aLrey or any "iiriti"r--i; t;"-;i;;i_"_r"y. To review ordinance No- s in furl, please stop by the Town ofvair Euilding Department to obtain a copy. rnani< you for you.cooperation on this rnatter. of flce of communlty developmenl ALL CONTRACTORS CURRENTLYL REGISTERED WITH THETOWN OF VAIL TOWN OF VAII, PUBLTC WORKS/COMMUNITY DEVELOPMENT MARCH 16, 1988 CONSTRUCTION PARKING & MATERIAI, STORAGE 1i:i acknol.rl ;tr{ s>zz (i.e. contraetor, owner) 75 Eouth tronlage toad v&ll. colorsdo B1GS7 (303) 479-2I38 or 479-2139 o ofllce ol communlly developmerrt BUILDING PERI.|IT ISSUANCE TIME FRAI,IE If this permi.t requi.res a Town of Vail Fire Department Approval ,Engineerts (Public lgtlr) r"vien unl'upprouut,' a ptinnin!.bepart "ntreview or Hear th Deoartm6nt. ieviewl-uni' r- "uui J Li-ii;;' drir oi ne lirill3E',h.ll: ".ri'uted timJ ior'u-iotur' revi"wiay"iuia:'u, rons All commercia'l ('rarqe or smat ) and a'il multi-fami'ry permits wi'have to follow itre irove rn.nti6n"J-riiirun, requirements. Residentia.land srna'll projects shourd tar" i-ieiiir'uround or time] However, ifresidentiar or snralrer projects impaii the various above mentioneddepartmcnts with resard' to-nuCesiii!-revi"", these projects mayalso take the three-week period. Every attempt will be Tgge by this departnrent to expedite thispermi't.as sgon as possible. - L'\P\-r" ."q rl l:-jl" undersigned, understand the plan check procedure and timeTrame. Communi ty Development Department. - TOr FROM: DATE: RE: MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLTC WORKS DEPARTMENT MAY g, 1994 WHEN A "PUBLIC WAY PEBMIT'IS REOUIRED Job Name: ng questiofiilre regarding the need for a'public Way permit": vtrc 1) ls lhis a new residence? 2) ls demolition work being performed thal requires the use of lhe right of way, easemenls or public propefi? 3) ls any'utility work needed? 4) ls the driveway being repaved? 5) ls different access needed to site other lhan existing driveway? 6) ls any drainage work being done aflecling the righl of way, easements, or public property? 7) ls a "Revocable Right Of Way permil" required? B) A. ls the right of way, easements or public property to be used for staging, . parking or fencing? B. ll no to 8A, is a parking, staging or fencing plan required by Community l Development? Community Development. llyou have an ns please call Charlie Davis,lhe Town of Vail Construstion lnspector, at.4 I have read and above questions. lf you answered yes to any of these questions, a "Public Way Permit" must be obtained, "Public Way Permit" applications may be obtained at the Public Work's otfice or al Job Name or's Signature Bqq-oBd\ lbwn of \fail I ilFFIOH LW$rt4.aa rtrJAE Aflau fu'fuvtua :::''r ray of tln pwicior of ddr codc Thi lot I u ,1 $ 1999 El[fffli, rw' Fttt6€YWM- 16Watetuww. W,t91^\b F,ktftuffitoN t'l&Udnrm-. W*1 fro?Na:. U Ff*t og- A\wt it^tttrlvrS - VAIU, Cal^ffiM U^tt{60A?ftM WltWW>taHtr0x6/afl*q@t&W@ C6xb,ZlotstEotu,o.c. Ufi+tth co nr. a / ?d+ xa?a'ttSMfaW:"rig4g J/4,=1El lz <ltYt rqqg arz;eMwq_ 4@t ?t{daass-. otilt- htwt- 11 *v, d- r%TrU. o|46fv Mtzt,tl d a< naforrz'a 9( wttawst ^/ft?a@) Atft.A@(67MIJ& b fua rechftq]?4 GNs,.I&U^r UlE 126P ts 126 W fup UAwqraa@, tAlt- co lw?tcrt ail w b,+&Y la/ lhl U N tfor?r\\ Wlt-o Uv2be N furrzq Byta.tNq tfufu{4L &nragarz vlru'- /9 p#olq4-e fu-ne ilAthr AfrWB /'tVaW tQ u &,gq)A%, f'/E@&e+IaEil/44NtHt/ANd&.gt6ilWA#tartu lnrt\l Qtts PlAtuEl"olJo" o REF.T 1 31 A$/Afrl?WAff 08-:tl7 REGIUEST5 - INiSF.FClj.l l,lORK SHEETS FOR: S/ g/e$ flctivity;899-83ff1 3/ 5/P,A lyper fi-EOMlYl Status: I$SUED tronstr: Af,OFIAddreEs: 334 IIESTHfIVEN DR Lor:at ian r LIFTSIDE {:trhlEBs F ar-ce I : ElrZrS*lE1 -flg*&rlrZr Occ! De scr i pt i on I ADD ST0RAFE ROOMRpplieantr R"A. NELSUN & ASSLICIAfES, INC Ewner: L-IFTSIDE EtrNDil fl5$Uf,,Contractorr R. A. NELSON & ftSSUCIATES, INC Fhone: 97U'-949*515I Fhone: Fhone: 97rtr-949-5158 O',or* uF uArL, coLnRADcr F,f,68 1 AREH: CO Use: II FR Inspect i on Reqr-rest Inf ar.ma* i on. . . . .Reqnestorl HNTH F,hone; 984-.5t197 Req Tine: OS:ErE Eonmentsl STORABH ROOM - IIILL CfrL.L r,,,-rItems requestecJ tc be InspectecJ... ffction Comments 70Y flAA9O BLD6-FinaI i me Ex p Inspect i on Iteml ItEn: Item: Iten l Iteml Item: Histr:r-y..,.. O$EEf-i FIRH DHF.T. NOI"IFICflTIi]hl glrzrrzlSlA BLDE*.Fr.am i n q arztoSur FL.DG* Ins'-rlat i on ffrzr66fi BLDE"Sheetr.ock Nai I rarirerTta FLDE*.|4 i sc. CrCrA9fi FLDG*.Final / 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-2r3e FAX97A479-2452 Department of Community Development January 25.1996 Vicky Kleist Eustaquio Cortina Broker, Inc. 616 W. Lionshead Mall. Ste. 203 Vail, CO 81657 RE: Readdressing of Liftside Dear Vicky: Thank you for your application for thc rcaddressing ofthe Liftside Condominiums. I have enclosed for your information a letto (datcd July I 0. 1995) from Jim Cumutte. a planner for the Town of Vail. that clarifies the address of Liffside. As you car see fronr the lettcr. the correct addrcss is 1234 Westhbven Circle. Thereforc. there is no need for you to request an addrcss change to I 234. The Town of Vail address maps will be changed to reflc{t the correct address of 1234 Westbaven Circle. Ifyou have any qucstions. feel free to call mc at 479-2128. Sincerely, .itt*, Hnlorfu?- Laurcn E. Waterton Planning Liaison Officer oc: Teni Martinez Publia WorkJ Departmcnt {p *or"rro "*r, t./ MEMORANDUM TO: SERVICE PROVTDER FR: DATE: VICKY KLEIST 1/16/96 RE: STREET ADDRESS CHANGE APPROVAL FORM PLEASE FIND ENCLOSED A STREETADDRESS CHANGE FORM CONCERNING LIFTSIDE CONDOMINIUMS. PLEASE SIGN WHERE INDICATED BY THE NAME OF YOUR AGENCY AND RETURN IN THE SELF ADDRESSED STAMPED ENVELOP PROVIDED FOR YOU CONVENIENCE. LIFTSIDE'S ADDRESS IS TO BE CHANGED FROM 1275 WESTHAVEN TO I234 WESTHAVEN IN ORDER TO REFLECT THE CORRECT EAGLE COUNTY RECORDS. THANK YOU. PLEASE CALL (970) 479 O3OO WITH ANY QUESTIONS YOU I4AY H,AVE. I275 Westhaven Drrve 3t . Vail. Colorado 81657 ' 303-+79-9100 JAN 1S v STREET ADDRESS (per Ordinance No. ?, PROPERry OWNER NA'VIE PROPERTY OWNER SIGNATUBE ACTION BEQUESTED CURRENT ADDRESS PROPOSED ADDRESS Fillng Street Name/Lot Block Filing EACH AGENCY/DEPARTMENT LISTED BELOW MUST SIGN THE REQUEST. !T IS THE PROPERTY OWNER'S RESPONSIBIUTY TO INSURE THAT ALL REOUIRED APPBOVAUi ARE RECEIVED. TOWN OF VAIL: Police Deparlment (479-2200) Fire Department (479-2250) Public Works Departrment (479-21 58! Community Development (479-21 38) U.S. WEST (679-7000, resldentlat or 244-4800, business) EAGLE COT,NTY EMERGENCY AMBirI-ANCE nirD HOSFTTAL (426-08ib) u.s. PosT oFFtcE (476-5217) UPPER EAGLE VALLEY WATER & SANTTATION DISTR|CT (476-7480) HOLY CROSS ELECTRIC ASSOCTATION (949-5892) PUBLTC SERVTCE COMPANY (2624057) WESTERN SLOPE cAS (468-2528) HERTTAGE CABLEVISTON (949-5530 WHEN ALL APPROVALS HAVE BEEN REcEtvED AND INDICATED BY slcNATuRE, RETURN THI$:FORM TO THE TOWN OF VAIL COMMUNITY DEVELOPMENT DEPARTMENT, 75 SOUTH FRONTAGE ROAD. NOTE: &+lr-,,- The Town ol Vail Municipal code 15.02, in accordance with the Unilorm Fire Code and Unilorm BuiHing Code requires the appropriale address be conspicuously posted on the premises. street numbers shall contrast with the background ol lhe address slgn. Multi-famity dwellings shall be assigned only one numeric designation. suites, duplex units, and other like propsty divisions shall have an alpha or alpha-numeric or numeric designation such as will not conflict or confuse the primary address. Address flaques may be obtalned from the Vail Fire Department at 42 West Meadow Drive, 47g-22S0. Ihe primary contact for inlormation is lhe Department of Community Development, 479-2139. dvo.nEl6trsst.9t0 r€{k d e/lo,gt I, 75 South Frontage Road Vail" Colorafu 81657 970-479-2 I 38/479-2 I 3 9 FAX970479-24s2 Depanment of C ommanity Development RE: July 10, 1995 (faxed) Mr. tsruce Larkin 84CK) East Prentics Avenue Suite 545 Englarood, CO 80111 Liftside Condominiums, 1234 Westhaven Drive (formerly addressed as 1275 Westhaven Drive) Dear Mr Larkin: This letter is intended to clarify the address ol the Liftside Condorniniums, as well as to shed some light on the apparent misunderstanding regarding the property's official address. In October ol 1994 the Town of Vail granted suMivision approval to split what was formerly known as the "Mansfield Parcel" inlo two properties. These two properties were called "Liftside" and "Comerstone". The final plat for the subdivision, which was submitted to the Town for our review and approval, indicated the lollowing addresses: Liftside = 1234 Westhaven Drive Cornerstone = 1276 Westhaven Drive Shorfly after approving the subdivision of the property, the Town recorded the final plat in the otfice of the Eagle County Clerk and Recorder. In December of 1994 the Liftside Condominium Building was substantially complete enough for the property owner to submit a Condominium Plat to the Town for our review and approval. This plat conectly indicated the new address of the property as 1234 Westhaven Drive. This plat has also been recorded in fte office of the Eagle Gounty Clerk and Recorder. Due to an oversight on our part the Town has not yet amended our "Official Address Map" to reflect the subdivision, and subsequent address changes, described above. As a result, a number of documents in our files still reflect,the old address at 1275 Westhaven Drive. Despite the fa6t that we have fallen behind in updating our address map I can assure you that the legal address of the Lifside Condominium project is 1234 Westhaven Drive. tP*'*o'u"u .L. Mr. Bruce Larkin Page 2 Since there is no longer a property within the Town of Vailwith an otficial address ot 1275 Westhaven Drive and no construction activity has occured on the Cornerstone property, I believe that any paperwork you may have which bares the addresses of either 1275 ot 1234 Westhaven Drive are one and the same. For your information we are immediately taking steps to update the Towns' address maps to identify the conect address of the Liftside Condominiums as 1234 Westhaven Drive. I hope the above information is of us6 to you, however, if you should have any additional questions or comments regarding the address of the Lifbide Condominiums please call me at 479-2138. Sincerely, Jim Cumutte Senior Planner File *'a' \ B /"' Ra: l??5 & 1234 WeathavenDr. - Liftaide Condo Project Tldr lefier is to clarify thc Eddrecses ftr the Liftaidc Condominium pfoject es Btated sbove Orighaly the City of Vail lictcd the puccl of land tha Lifteide p.oicat uow.rrtc on as l?75 WcitrEvrn U,r, rhb addrus ic stin lixted on thc internal ffioffEcial mapr with the oty of Val ar t2?5, Howenrer onDececnber 22,1#4 t$e OwneriDenrolopc ofl,ifteide r.lurrtuA " aew add$$ to be reoord€.d as 1234lfesthavcn. He submitted the pdcrvrotk and it wa3 rccofded md now shows sn thc couoty Plat map as 1234 Westhaven end ir a prrt of the permencnt record. Bath addre$ee were applicable to thie Parcet of lrnd rnd to datc the 1275 ttlil not bem as*igcd to any otha fio"t Ho*wer 1234 is thc official recotded Couaty platttd addre*s, Ifpu have any quastion* plcaee feel free to sall me at Ed >INUS AIIUnf,3s 33u3t^t"103 klHsg:68 S6. TT 'lf-lf o -T I T I 75 South Frontage Road Vail, Colorado 81657 303-479-2 I 38 / 479-2 I 39 FAX 303-479-2452 NOTE; Parcel No..:Project No.: THIS PERMIT MUST BE ADD/ALE COMM BUILD /R,75Job Address Location. . . i POSTED PERMT 0I-0 63-13-000 Development APPROVED 03 /L7 /Lee'o4/28/tee5 L0/2s /rees APPI.,ICANT GAI,LINA CO}4PANY P O BOX 1990. EAGTE CO 81631 CONfRACTOR GALLINA COMPANY P O BOX 1990, EAGLE CO 81631OWNER IAZIER, ROBERf 486 HANSON RANCH RD, VAIL, CO 81657 Description: ADDITION SOUTITSIDE OF MAIN BLDING Occupancy: 43,82 Not in tabte!Tlpe Construction: llL l-HRNot in table!TlTle Occupancy: A3rB2 Not in table! Bui Lding---; Pl.an Check---> lnvestigation> lrti tt Cal,l---) E40.00 Restuarant Ptan nevieu-->545.m DRB Fee-------.00 Recreation tee-------->3.00 Ctean-Up Deposit-------> Ile{ri .95100 BUILDTNG DBP-cRTMENT Q4/28 /!e,e5 _DArr - Aaridiit--eFFnIle,ryi'.q5 4 0 0 pr,ANNrNG DEPAR!${ENI- 94/27 /L995 JIrq - -A-ti.cin:- s.FFnILEn;' 05600 FIRE DEPARTMENTIue4ti .q5500 PUBLTC WORKS94/28/L99s DAN ection: appRIfeIi'.95?00 ENVTRoNMENTAL HEALtlr04l28l1999 DAN Action:-eFFiiIEeBi'.05900 LrQuoRO4/28/L995 DAN- --- Action: AppR Dept: BUILDING Divieion: Dept: PIJANNING Division: Dept: FIRE Divisi.on:Debt: PUB WORK Division: o"it, HEALTH Division; Dept: CLERK DivisionI c*arJe v/@ ON JOBSITE A1 ALL TIMES Permit #r 895-0044 Depart nent of Community Status. . . Applied. . Issued. . .Expires.. Phone: 3039493445 Phone z 3039493445 Phone:303-476*5610 Valuation:125,000 Add sq Ft: Fireptace Information: Restricted: NO fOf 6as Appti ances:#of 6as Logs:#of t{ood/Ps t Let: **rrt*********hHrrr*/rJr***t*******************i******f*"**ir* FEE SUB|IARY *************ffi*****rflffii.ffi#drt'ffift******fil1ffiffi* .00 Total Catcutared Fees--> 1,9E9.0O100.00 Mditional Fees-------->.00,00 Total Pernit Fee-------> 1,989.00500,00 Paym€nts*----- 'r**'it****************f*r*r**rrtsif,*****tl*f,***tt*r**t*****t**t***ff**H******f,rr#*t**Jrf,t*f,*,t*rrt*iri*t$tt"t*tr*******tf*lr}*lt****** see Page 2 of this Document for any conditions that rnay apply to this perrnit. DECLARATIONS :, tt"l|,":113:t:lq: q?.,.1 have read.this appLication, fil,l.ed out in futt the infor ation requi red. compteted an accupatc ptotplan, anc state tnat al'l' the infornation provided as required i.s correct. t agrec to compty rii ttr tire infornation and pl.ot itan,to corPl'y uith al'l' Toun ordinances.and itate. [aus, and do buil,d thig structure-accordi ng to'ttra ioun,s ionint "na subdivisiLneodcs' design fevieH apProved, uniforfi Bui tding code and othef ordinances of the town aipl,icabte ttrereto. REOUESTS FOR INSPECTIONS SHALL BE IIADE TIIENW.FOUR rKI.tRS III AOVANCE BY Send Cl.ean-Up Deposit To: oALLINA CO AT QUR Of TICE FRO]'I rflf# Jr..l u3. "") 75 South Frontage Road Departnent of Comntunity Development * * *Vdlt &t#Atr*ftrl t * Jr * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * {. * * * * * 303-479-21 38 / 479-2 I 39 FAX 303-479-2452Permit *: 895-0044 CONDITIONS as of 04/28/95 Status: APPROVED **************it*:t*************************************************************** Permit Type: ADD/ALT COMM BUTLD PERMT Applicant : GALLINA COI4PANY 3039493445 appliedt 03/17/199s Issued: o4/28/t995 To Expire. 70/25/L995 Job Addrees Locat,ion Parcel No Description 210 L-0 6 3-13-0 0 0 ADDITION SOUTHSIDE OF MAIN BLDING Conditions: 1. FIRE DEPARTMNNT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. 2. FIEI,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.3. THIS PERMIT IS FOR AN EXTERIOR ADDITION AND REMODEL ONLY.4. ADDITIONAL PERM]?S ARE REQUIRED FOR TENEN9 FIN]SII OF BANK.5. HANDRAIL AND GUARDUAIL FOR ACCESSIBLE RAMP NOT APPROVED AS SHOWN ON BLUEPRINTS.6. PERMIT DOES NOT INCLUDE THE HANDRAIL AT DISABILITY ACCESS R"AMP. APPROVAL OF FINAL DESIGN OF I{ANDRAIL SCHEDULED FOR DRB REVTEW oN 5/3/9s.7. NO CHANGES TO THESE PLANS MAY BE MADE WITHOUT THE WRITTEN APPROVATJ OF THE TOWN STAFF AND/OR DESIGN REVTEW BOARD. * * *'* * * * * ** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * TOWN OF VAIL, COLORADO Statemnt* * * * * * * * * * * * {,* * * * * {. * * * * * * * * * * * * * * * * * * * * * * ** * * * * ***** * * * * *** * * ** *statemnt Number: REC-0009 Amount! 546.00 03/2t/95 11:13Payment Method: CK Notation: 115S?-PLAN CK FE ririt: tr TotaL FeeB:546.00 TotaL ALL Pmt,s: Balance l**************************************************************** Permit No:Parcel No:Site Addrese: This Payment Account Code 01 0000 41310 895-0044 Qr19e I A-COMM 2101--063-13-000 555 E LIONSHEAD CR ADD/ALT COMM BUrLD P 1,989 .00 546.00 L,443 . QA Description BUILDING PERMIT FEES Amount s46 .00 Fnx 4v ppx ltent rc (H,Hffi'ffi=f P 6t t- 471- 24r?- J f/ovf^Ar,a, tiQ{,ttzo*247 FxtECTtl*LrFagre,F[lFcrr Lo62- -l n G trtlt Att- Eto& sffi., Dls/trt,derlgK ArF&ilf . , ll*r0|l0t 9EE0: twf ^J w d€il rgnilroEtr6k A?'D ?efrqru fll r"uF. 8,44vrr rMAS. ,. ,, .. OilE RXTETE p6lrttbrllg ?rsdd ilR 1m: nto vALLEy coNsuLrNo =ro,,CRs, rNc. [3 V tJL 3'J^fi8",3,$JFt'-: coLoRADo L so1 (303) 24s-3177 FAX: (303) 245-44s0 october 19. 1994 Gary Murrain, Chief Building Official Town of Vail 75 South Frontage Road Vail. CO 81657 Subject: Liftside Our Job # 2082 Mr. Murrain: Per your request, this letter is a recap of what was concluded in the telephone conversations between you and I on October 14, 1994 and October 17, 1994 concerning the subject project. 'l . We discussed the exhaust risers and branch ducts for the trash rooms. I notified you that the HVAC contractor was not able to retrolit the risers with ducts extending 22" up into the risers. We discussed the 1994 UBC Part 310.8 which states that for Group R occupancies, vent shafts shall be enclosed as described in Section 71 1, and we discussed Part711 .4 which includes an exception that removes the requirement for smoke dampers on exhaust-only openings serving continuously operating fans. You agreed that Parts 310.8 and 711.4could apply. On Monday, October 17, 1994, you stated that you would discuss this issue with Dan Stanek and that if I did not hear from you by 10:00 AM on the following day (October 18), that I should assume there are no objections from your department to applying the 1994 UBC items identified above. I did not hear from you on October 18 and therefore, the Architect has been told to proceed in notifying the involved contractors that they shall purchase fire dampers for the trash room exhaust ducts. 2. We discussed whether or not the TCO would be withheld if the trash room exhaust duct dampers are not installed. You stated that the TCO would not be withheld because the duct openings into the trash rooms could be capped until the dampers are installed. You stated that you would need a firm commitment on when the damper installation will be completed. 3. We discussed the smoke/fire dampers required on the make-up air branch ducts at each floor. You stated that the TCO will not be withheld if the smoke/fire dampers are not installed at the time the TCO is to be issued. You stated that you would need a firm commitment on when the damper installation will be completed. lf any of the above is not correct, please let me know immediately. The assistance you have provided in this matter is very much appreciated. Sincerely, Grand Valley Consulting Engineers, Inc. Dat^tr C,/^lza'^Q Donald Clinton Ralston, Jr. P.E. cc: Danny Swertfeger - Gwathmey Pratt Schultz Architects P.C. CF/cr4'l019.wpf LEZLIE BROWN JEANNINE CARY BILL MARSTON RHONDA MICHAELSEN CLINT RALSTON RANDY REXWINKLE KARENTHEOBOLD / INSTALLATION INSTRUCTIONS STYLE M ROUND TYPE B GAS VENT PIPE wlclltTA, KAI{SAS c,cUIroH: epp;ls Bas€d on using caB venl Pafis supplbd ay ll€tal- F8b. Psrlomance lr€y B€ Alt€ct€d ll Pafls As shovim Ars Not us€d. 1 . Consult )our local H€dlng Code on all V€nt In8lallarho9. e itstal-F€b Gas Vem Plpo ard FlltlngE aro hl€rded lor InsslHlon lo lorm .- a contlnuoua pessageltay fom ti3 gas applhncs to lhe t6mkEtlon ol ' t,jf llr€ vent sbotre $s rcot |rduding tho wnl c{p. o] wnan naanng, bo surs arrow on 6Ecfi pl€co of plpe and on €gch t&lr€ polrts up or aray f|t'm lhe appnenc€. ToTE - In tho shetch€s below, tho 1" (25.4 mm) riJirrr o|""."n""" shown ar€ tor plpo sizss 24' (610 mm) diamolsr anC smallet For 26" (680 mm) thrcugh 30" Ctt2 mm) plpr elz.e lh€ |nlnlhum clearance lo aombustibl.3 b 2" (50,8 mm), MC- MSC Storm Collar --__.._ASSEMBLY INSTRUCTIONS V€ils s€cur€ly In Foglllon 30 8s lo mdntaln ptop€r cl€aranco b$ v€'ll and combustlblo nd6dal5. Type B GaE Vsr Plpe and Fltllngs ar€ lo b€ u8€d lo v€ gat appllancs l end€d to bum only nalutal gEs. Type B Vonts ars tiof to be Used whh the lollqvlng: MF . Flashino See Delait "B-'\.\* Ved rung should be su} ported by metal straps, HEIGHT and orooer clearance to combustibles maintain€d.a Unlbted 9or applianc6 b. Indnordo6 c. R€caEs€d h€€l€|a d. CorwstElon bums|E e. Gd6 oll bum€rg L Any applsinc€ which may b€ r€ddily conv€n€d to a 8olld or lhuld iuel. In arsas nhere sdld or hL{d luels sre common, fis v€n lm on ohould bs mark€d tor us€ wlth v€ntsd applhnc€c bumlr€ mly gas'. Locde wnt aE do66 aE pos6lbl€ to the applianca. Tho d€elgn should conbm b iho sJnom ga6 vsni capaclty guld€llnss as puuish€d by lh€ applbcs manuldurc., of 6 codainsd in NFPA No. 54. alnhln a pltdi or riso lfom applknce to yem on horlzontal runs. In no casa shEll lhs pitch bs l€6s th€n l/4" (6.,f mm) to the tfit. A M€Nal-Fab Vsnl C8p Bholld b€ ueed m sll Insbllallonc to prsven back dfatts ard to koeD out raln and d8bm, Ths Yenl must s €nd through a llashlng and should termlnais accordhg to the follotdng In- srudlons: For slz€e f (?B mml rhroBgh le' (405 mm) no dts.harge op€n- Ino should bs l€se than 2'(610 mm) horEomally lmm lhs rool Th€ lovrst dls€hsEe oponlng should br no clo€€r to the rool lhan lho nlnllnun h€lght sirown h lh€ tablo belo'y. Th6e mlnl-. mum ldght8 may b€ u86d prcvldsd th€ vsm h nol less lhan I trom any v€nlcal mll. Foot Pltch To lupFort vard and fla8hln0, nall dlnqly abova Jolst and/or fieadsr, rwgr ro Locta TO uNloCx: iCVEEE tnls FFOCEDTJiE Nole: For 1E t106 rmJ Fluc 0b. & L.Eor, t,ss fi. ftEpunchod Sbts In lh. Oi.l ftslu I ! TsnpHo & lr$ll lhe (0118 x 12 (13 mm) Sh.c .t l Drm 9cnnv3 At E dl JolntCsltbE nq-lbreddr.t-etcoo.llc Elta. t sr the (1) fs r ln fl3 rml Shoot ilGld DtlY! scr.rxg to lffitrll \h|rt Suppo B d.. ScIc* Prcl('g6 r1g PmvH€d wfth Each Veftt or suppod Packrge. LO41-12/91 sllle M * f.rp€Firestop See Noles '1' (25.4 m.n) Mln. Clearande MSP - Support PlateFlal lo 7h2Ov$ 2 b 912 Osr 8/12 b gnz Ovsr 912 lo 1('/12 o|,or 1On2 b 1tl12 Owt 11A2 b 1A12&€'12 2 b 1crl12 ot,er 14/12 to'l6i/l2 Ov€r 16,|12 to lS/12 Ov€r 'l 8/1 2 to 2Ol 2 Ovet 2U12 to 21112 Mlnlmum H€lg (At5 mm) 1.0 f€€t (451 nm) | .5 f€€t (61 0 mm) ?.0 fe€t (762 mm) 2.5 t€st (991 mm) 3.25 lest (1218 mm) 4.0 fsst (f524 mm) 5.0 fs€l (1829 mm) 6,0 foor {2134 mm} 7.0 fest 12296 mm) 7.5 l€et (2ilit8 mm) 8.0 fe€l Slyle M Pipe See Delail MT - Tee Ml - Increaser M90 - Adi. 90' Elbow - 2 - MasticYMST I - Mastic/MST MF Fla3hing Mar. 3(} b€hv€en supporls. Mor MOs!]e M Frpe MDC - Dralt Hood Connector '1.'For Installalora not cgrrsBd by the abov€, lrEludtrlg siz€e larg€r than 12" (306 mml th€ low€st dFdlarys opsnlng ol ths y€r c€p should bo ar l€asl Z (610 ftm) abo/€ the highFt Foint vrhsr€ h pas3€3 ftrough lh€ toof, and al lsa5t Z (610 mm) highor than any pofllon ol a bulldlng wlthln 10 (3048 mm) hodzodajty. 9. Venllr€ l o an unlin€d ma3onry dllmney may causo cordensdlon. In- slall Typs B Vsnt in€ld. lh€ drlmnst or e flffi to pre'/€nt condsnsalbn. 10, Do not Install oolside venE €xcrpt whsrs lt ls ab€olutsly n€c€ssary, rrd consllt vsnling labl6 for prop€r deslgn. 11. Be sure the gas appllanco haB an ad€quate kosh air supply lor propsr corrbu6llon. 12. tl a poxer v€m tan is us€d maks sure lt ls hcdsd al tho torminuo so as lo majfiain nogatlvo presslrs wllhin ths v€nt. 13. A gas rrom supp|on plats (lvtsP) ls r€quted if ver cal h€tght o€s€ds 3O (9144 mm). M€rlmum ol 30' (9144 nnl b€lxr€€n supports. All Melal-Fab gas vsnl components hav€ b6sn t€6t€d and are lislod by Undonvriters' Laboralories, Inc. Th€s€ products msel requiromenls of NFPA211 and NFPAs4. Dratt Hood Vents whlch pas6 throu gh accasslble spacgg are to be enclos€d. Malntaln 1" (25.4 mm) mln. clearance to all combu stibls material, NOTE: Oth.! lhan in singl. ot lwo tamily dwellings, whsn gaa !/€nt exlends through c€illngs above aoom wllh appliance, tho vent is to be snclossd with matefials having a tire rating €qual to ot greale.r-lhan tloor, cailing or rool. @ g€qllon9, -RodltE rnaterbl thouH b€ orrodapp€d on hbh sid6 .ol tlashing. Cadk arcund lb8hlng !o roof. SY LOCAL CODES .- cAurloN -When Bcrgwd arg used lo ioln and Bupporl venta (16' and larg€r), the arrsws musl not damage or puncture th€ Inngr llue llner. NOTES 1. Each tloor or calllng penofialod by vsnt thsll be llre slopped, ThlB may be dona by uElngbe llre slopped, ThlB may be dona by uElng a piece ol a6 ga. galv, El6€l cultlng a holE lust large €nqugh tor v.nl lo pasE lhroughlust large €nqugh tor v.nt lo pasE lhrough and nall in s mark€r to mElntaln ptopgr ol€aranca lo cornbuBtibls3. 2. Whsn runnlng vent6 lhrough lnsulet€d arcaEr caro mu8l bs lsksn to prEvent in8ulallon lrom comlng in contact wlth vgnt, Thls may be dons by nailing headsr8 betvrogn lol8t8through whlch vont lE run, malntalnlng l' (25.4 mm! mln. cl6aranc6 and nalllng flrg 6top on top ol iolEts to prev6nt InsulEllon irom lalllng lnto bor9d srEq. MC.VENT CAP MSC Storm Collar For Ca|gdlan lnstaltatlons of srpos€d vsnt rse ULG{F.I on p|oduct. - Adj. 45" Elbon, a plsce ol 1' (25.c mm) Min. CLEARANCE STYLESTYLE Apply Mastic or Metal-Fab MST Tape where venl passes through tlashing. Apply thick ring ol Mastic or Melal-Fab MST Tape around vort as shown. Slide storm collar dolyn iflto maslic or lape ring. STYLE M I II,IETAL.FAB DETAIL "S" DETAIL "A"lhe cilmnsv wall. Ar thls time. dc6lh€ op€nlng(6) ln lhs chlmn€y ryall u5lng mortar or rslradory c€msnq and lhs brld(s tagvlously rsmoved lrqn lhs op8nlng(s). Slnc€ B-Vent ls aoc€plabl€ 10 use at zem d€arance lo masonry, no ftimble ls rcquhed. HovJ€ver, to lmprove appsararD, a panlal &Vent $imble may b€ In6lall€d to creat€ a linlsh€d look when doslng tho op€nlng. 9"-ur*o*D FLE*TBLE 'NER t INSTALLED IN A I'IASONRY*CHIMNEf CAUTIoN: Do not conn.ct E.v.nl or lLxblo oldtnosy llnol to lh. folb'vlnr: oll or .old lual hrtrlnt appliancor or +Pllrncca whloh c|n b. rgsdilv oonvcltod to tho6g lueh; IncinslstgF; adlancct llrt.d tol-uro uhh Typ! Bw-tctd; or oatogory ll, lll or'tv appllancea unht. rFicllled by tic eppllancr mgnutact$€r'r hrtructlont. lJ.. only oar|! and maltrhla snocllhd In lhrso Ins|lucllona snd ruml;d bv lildd+5 lno. Stlb.tllulion d unarniorl!.d paru niiy InoriE!. ddr ol tlr. and vold your .ta[Fab lm. wafra y, G€neral Installatlon Notos: M€[at.Fab Inc. &Vent plpe 16 a doublewal alumlnum plps thal can be routed lhtouoh a ctllmn€y lo wnt llsled ptopane and naiulal oas aDol|anc€6 rqu-ioo€d with drafi hoods, and olh€r applhrrces ilated '6r use wlth TideB oas vsnrs. Addltlonallv, th€ E Vent plps can be usod wlth -fru-Ul:€8 tl€xlbl€ chimn8y llnsr to simpllfy Installatlon in appllcdlons thal r€qulrs dilllfll turns In the masonry chlmno/. B-Vsnt merv b€ Inslall€d ln a chlmn€y wlth insld€ dimenslons nomlnally thg iams aa lhe outer dlam€tat ol (h€ Bvsnt' Howev€ri Not ULC Listed PAGE I tn oraAfo. a cenatn amount ol extra spacs i3 usually r€qulrod lo slmpllt lnstallEllon, such ss lo lo$r9r s le6 s€ctlon fo.90o lurn lhmugh chlmney wall. TYPICAL APPLICATIOT{S Installatbn Instructlons: Maronry Ghlmney a8sembly lo the rooL Nol€ any tlazard6 psver llnos thd nay afic'i handllng ol lnelslllng lhe B.Vent wlth Tru-Lltco Floxlble Chlmn6y Llner Inslalllng &V€nt w|th ll€xibl€ lin€r lE sln{lar to Installlng all B- Vonl. The ll€xlble liner allo$r easo ol Inotalldlon for chlmnsys that haw lums that would othen|lss ob$ruct gualght &V€nt. Tho llexlble llisr conn€ct8 b B-Vsnt vla a Mdal-Fab adapt€r which alloviB a rtwist.lock connecrlon to B-Vsr . For €ass in tfryF|sing sharp lurrts In lh€ ctrlnnry, anach a l€ader con€ onlo lhe ll€xlbls lin€r belore lolvadng Intqilhs chimn€y. Atrach a rcpe ro lhs coie and drop down Into the dlldlnsy. Begln lowsring tho lln€r Into the chlmney nhlls pu|llng the qno conn€tt€d to the l€ader cone. Comlnus lovrsrlng untll lh€ lloxlqe llns| r€ach€a ths op€nlng In lhs cilmney. (l'lqle: llexlble llnsr ca{not orlsnd b€yond the masonry opening.) li Complete lhe ronn€cllon of the lln€r b lF ga3 appll6nc6. f addi onal B-V€nl plps b r€qulrEd to roach ihs Spllsnc€(s), usO th6 tlexlble llnerto B-V€nt couplor and add &Vent stfalght plp€. slbows Not ULC Listed and t€o8 aB n€€d€d. Finlshlng the Termlnatlon Ars6mbly dotalls to Install vsnt caD. Prepars a chlmney top fraEhlng by clJltlng a squars pi€cs of 24 gaug€ galvanlz€d sh€st melal 2 to 4 Inch€€ larg€r than ths ouler dimenslons of thg chlmnsy tile. OI a round hqls In lh€ c€rf€r of lho lop llashlng lust lsrgs enough to allory &V€nl to go through. Cul a rsclangular nolch oul ol each corner ot top lla6hlng and lold ssch sld€ ol ths llachlng dovin 90' so lhat lhe lop Eurhco ls ell0hlly hrgsr th6n the tll€. (NOTE: Th€ Metal-Fab vedlcal cong lla3h[U cqn allo bs us€d lor thls application.) ,-.e .'\err-' As8onbl6 the lop flashlng, eupport plals, Brorrh,ollar, and wnt cap aE ahown. Reler to B-V€nt Inslallatlon sh€d fEverse sld€) lor t., t I I,il||. t l '1. '-r- IilSTAu.ATlol{ 0F I GAS VTNT For Recessed Heater PAGE Oval Only) heatoE lw€lllunaces) s,rith a rnaxinrum frultFslort ingtsllatlons. No. 4BP baso dato ad the No. 4CPS lhe No. 4CPS c€lllng plde spacs thq li|st c€lllng lev6l. T ,l INSTALLATION AND ASSEMBLY INSTRUCTIOI.IS BW GAS VENT PIPE AND SWLE MO OVAI{TYPE B ovlL A3!EI8LY tT !IAP9 WICHITA, K ANs. L &" 4. ffi t$t ToGltllll tllll.ill,"" MANUFACTURER OF PRODUCTS FOR EI{MNONMENTAL sYSTEMS II . Styte llo'wat UetatFab Typ€ BW ga6 v6nt ls intended lor viridng'i Jrput ot 8{0@ BTU.HR (25 KW) lor slnglo 51ory and 65,0m 8Tl \ iJdt -,n3. Slngle 8by Type BW g6 \,ent urilE MO Molal-Fab Typ€ Bw qeillng placa spEcer. lrldl{tqy Type Bw gas vent Eukes the Ndt ceiling p€n.trat€d by lh. venl, and ths No. 40FS th€alop rpac€E at a*o *i",*l"o "* must be iree of obttructlons ano uuttltng paper,"l Follow the hEar mandaclursrs In$tudiotB carotully. B GAS VT}ITS IlI STUD SPACTS Slyl€ lilo MetalFab orral Ty pe B gas vsnt tE lo b€ us€d yrfih appliancas as dqsqibed on pago 1. For v€ded r€c€sgsd h€ateF uso ONLY Typ€ B\rV 9a8 vsm,... whore styls llo gas vsnls arc not en- clogsd, mainlaln me Inch mlnlmum clgarance b combu$lbl6. Inslall slmllar to round plps 8s shown on page 1. R€l€r to pag€ 1 lar basic Inlornalhn rok w lo suppon ol vsnt, t$mlnation ol v8 , ard oth€r Intomallon. Cfpora ltud aDsca whera v€r b lo b€ imlalled, Cul *vay llod and celllng phe! and ary Inbrn.l Hod(lng to leav. a cber p{usag6Yay at Lasi l4nl2 (366 m|n) wld€ bytull 8tud lglgth. Mlnlrum d€pth ol lhe op€ning ruEt be 9112' (gg mnl. Install I /2 dafif€ltop qac€( No. 40FS or 50FS €l the tloor Lvel, and 1/2 d a lkestq spacs d tie c€lllno pate l€vsl. ard hrt ll lhe rcri In the Etud spaco maldng conaln tha! all jolnta ar9 sscuroly lo*ed. 40 WT or50 WT TEE WITH TEE BASE A 4'( 102 mm) r 5" ( l 27 mm) rvallt€at|l|hl egfalbaseplae.aslll.Jstral€d,naybe rc€d In ? (50 mr4 x 4' (lm nm) siud rpace. Mainrain f (25.4 mm) mhhum doararca to con$u8tibb €round tes Inlot. Openhg ln wall rmy be covored bt uee ol a No. MVC wnt collaa.on€ palr al lh€6loF 6pac6l3 al each covplpTED [rsr^LL^Tron Install fgmsinlr$ 12 ol atir€stop spacs to dG€ lhe opsnhos bobvsen lh6 ,/Ent and lhe sku€iura. pr€vE in3ul.tDn f.orntilling spac. atotnd vent Soo pag€ l. Ths venl ndy b€ codnu.d through any nur6€. ol (Fdd lloors In lhls riannef - TOT{I{ OF VArL CONSTRUCTIOP R ^l APPLTCATToN MUsr BE FTLLED our coMpr.,,ETELy oR rr trAv lffsEffieftffi W X.:::"".:^:::..:.1-::.--:.**** PERMTT rNFoRMArroN *****...ffit-ttfilfr:Dgreg,j:. !41-Buildi:fl."_I" J,-pl'nbinv [ ]-Electricar [ ]-r{echanicar [ ]-other _ Job Narne: (l,rrr,EllAr\ 'Vt tF'$tor:te Lora6l-Z)^i€d-'Q.c,,U Job Address: _55s_..1(i.Jtb-*iacg*r A&u-er PERI-TT APPITCATTON FORM DATE: r.Va< Legal Description: Lot_ Block_ filing Owners Name: ArchLtect: General DescriptJ.on: PLIIMBTNG: $ Address: Electrical Contractor: Address: Plunbing Contractor: Address: Mecbanical Contractor: Address: BUTLDING PERMIT FEE: PLT'MBING PERMIT F8E: MECHANICAI.I PERMIT FEE: ELECTRTCAI.I FEE: EI.ECTRICAL: $ MECHANTCAI: $- * CONTRACTOR INFOR!,IATION ** * *** * :r * ** ** *** * ** * * * * * * ** Address , AAc ft+".sa'r Q.Ptr'^ ^Qam'- -- VAie Ph- {1/o-<r-tn gdaaresst fuP763 v*tc p15..EZ1-5?45 _ Town of Vail Req. No. /q7 A'41i Phone Nunber: iaa- gffi Town of Vail Reg. NO.Phone Number: ION: Town of VaiL Phone Nurnber: Town of Vail Phone Nuraber: Reg. NO. Reg. NO. * * ** * ** * * * * * * ******* * ********,***FOR oFFrcE usE ******* * **** * ** * ********* * * **** OTHER TYPE oF FEE:u,ITLC,1[ DRB FEE: BUTLDING PI,AN CHECK FEE: PLIMBTNG PI,AN CHECK FEE: I,IECIIANTCAIJ PI.AN CHECK FEE: RECREATTON FEE: CI-.EAN-UP DEPoSITs O:1OO TOTAL PERUIT,,fEES : work class: [ ]-Ner [ ]-Alteration q(1-aaartional [ ]-Repair [ ]-other Number of DwelJ.ing Units:Nunber of Acconmodation UnLts: $tu"" and Type of Fireplaces: cas Appriances- Gas Logs- wood/perlet_ ft_:_::::.-:.::"....H9:6ijw vArJuArroNs ********************************* durr,orwe: +1L5'000-oTHER: $ €TOTAL:W BUTLDTNG: STGNATURE: ZONTNG: CLEAIT UP \ IIEPOSIT NENNU'TO: SIGNATTIRE: MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLIC WORKS DEPARTIIENT ilAY 9, 199{ WHEN A'PUBUC WAY PERMIT'IS REQUIRED TO: FROM: DATE: RE: 1) 2) 7l v( 3) 4) s) 6) Please answer the tollowing quesionnaire rsgarding the ne€d for a 'public Way permit": YES .NO I!(ls this a new residence? ls demolition work being performed that requires the use of the right of way, easemenls or public property? ls any utility work needed? ls the driveway being repaved? ls ditferent a@ess needed to site other than existing driveway? ls any drainage work being done affecting the right of way, easements, or public propsrty? ls a'Revocable Right CI Way permit" required? A. ls the right of way, easements or public property to be used for staging, parking or fencing? B. lf no to 8A, is a parking, staging or fencing plar required by Community 0LDevelopment? I have read and ansurered all above lf-v?Y. "lty.t9d yes to any of these questions, a "Public way permit' must be obtained.'Public Way- Permit' applicationg may be obtained at the public work,s otfice or atcg.Tr.r,tujtrty Development. llyou hlve'any questions ptease callcnarlie Davis, rhe Townof Vail Construction Inspector, at 479-2159.' 8) \ Name '*J. s Signature -T::" A. AAS|..AND. ARcHrrEcr -: ir,T,illfll03.l10i t0,1994 rj,.l I I uyr{ Town of Vail Dept. of Community 75 S. Frontage Rd. Vail, CO. 81657 attn. Gary Murrain Dear Gary, As we discussed I am submitting plans for the Lifthouse Lodge Remodel for building permit. You are going to tell us what the plan check fee will be so my client can pay that. Several items need to be addressed before a permit will be issued, among the items are as follows; 1. Parking fee needs to be paid. 2. A sprinkler agreement needs to be arranged between Robert Lazier and the Town fire and building departments. 3. A pedestrian easement agreement needs to be signed. 4. A phasing program needs to approved by affected business owners and town staff. 5. The glass on the east side is apparently in conflict with a code issue and we need to address that in conjunction with other issues. 6. A.D.A. access to the remodeled areas needs to be documented. Items we have addressed are; 1. Revised Survey has been done. 2. Todd Oppenheimer has approved the Landscape Plan. so that vou. Bob and I can sit down as soon as nossible to so over our BOX 383 VAIL, CO B 1658 ruqY-82-195t5 11!EB P. El lenuoe & I{e$rcUklnrr, b. q!.o D. hro.* ""[:1-#,"Hl'{s, AolorG t@(*r) eae-7 8PII (3031 9a+{&{ t)v^t" €/Zh f Project Pages titcsIMIIE rRerstfrgff,aL thfi PHONE If transmittal is not as ind.icated please nottfy sender I MAY-42-19S 11:€8 m *fonoot NeweII 7T,- asuacf$.rc.ilt P,ffi, T TFL P.62|mlfrEr,hls-.--. FE . FR0l"l : Panasoni c FRX 5Y5TENI PHtr{E NN. :lilarl. 38 1936 A4:51Ff4 P1,lrf I,rfA Gaftina Cffrtt Box fSg0 Ecglc, CO 8t& I'O: Tor'in,rt* Vaij .Bui}r{ i ng Delrar'tmerrt FftOM; Vic Ssliinlt Gallin,g f.nmPany IrATE: MaY $0, 1996 nn;- Lioneh*ed Remndel lar*t eeaeotr ReElardirtffi the s.b$ve $rcied:t. for "B*b tsaier from IasL :ssaalcn, Mr" t**it*-notilic'{ trs Lhat he would "o*pf*t," the han,*ic*pffid ramp i*nd e't'cre frsnt' of S**[-[-Vouti'o. 'i"t "aCition, thm hrri Iding's- c]w er irrfornred us that *" *""* not tro flntsh drltral r for'' f ll'e prqLttuEi'3i1 r:"t tf'<; Ba;rt' 8T YeLti & Pi r'se Hut huilrli.nger - Mr. Laal+r. in:fiorgreci ue in Octoher that he would senlplete fi" J"rr-rrimaelf ;;; ih"; lre woul.i br,+rnefer. the irrrilflin# pennit to him nan€ eL' tlrat' time' I Offuc o! Communil! Development 75 South Fronrage Road Vail, Colorado 81657 Bill Hutse Elevator Inspector Information: 301-4?9-2138 C-ontact: 301-468-0295 Pager: 30.1-262-8076 ARCHITECT'S Owner SUpptEMENTAt TNSTRUCTTONS Architect Consultant Contractor Field AIA DOCUMENT G71O (lnsuuctions on reverse side) Other tr tr trn tr tr PROJECT: LTFTSTDE {name,646."*; OWNER: MECM ENTERPRISES TO: R.A. NELSON & AssocIATEs (Contractor) p.O. DRAWER 5400 AVON, CO 91620 ARCHITECT's SUPPLEMENTAL INSTRUCTION NO: 90 DATE oF ISSUANCE: 3-22-94 ARCH ITECT: GWATHMEY /PRATT / S CUUTTZ ARCHITECT Jl OOO SOUTH TRONTAGE ROAD WESTvArr,, co 81 657 CONTRACT FORr CONSTRUC?iON Or ARCHTTECT,S pROJECT NO: g?ig LIFTSIDE PROJECT The Work shall be carried out in accordance with the following supplemental instructions issued in accord- ance with the Contract Documents without change in Contraci Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minoi change to the Work as consistent with the Contract Documents and'return a copy to the Architect, Description: As approved by Gary Murraln of the Town of valt Bullding Department,the tread layout for the spiral stairs is acceptable withoul theuse of a railing at the central post and should be provided thisway. This J-ayout w111 provide a 6-5,/g" tread width at a point 12,,awayfron the center post instead of 7-1 /2" as reguired by the UBC. AttaChmentS: 1e''e intert litting ot docurnen' thar tuppoft d6c.iption.) copy Lo:Gary ain, Town of Vail Buildlng Department ISSUTD: BY Contractor Date GWA /PRA Z ARCHITECTS R.A. NETSON & ASSOCIATES AIA DOCUMTNT GTI(| ' ARCHITECT's SUPPI-TMENTAI INSTRUCTIONS . MARCH 1979 EDITION ' AIA6@1929. THE AMIR|CAN INSIITUTE OF ARCHITECTS, 1735 NEW YORK AVe., n.W., wesnrNctoN, D.C. ?0006 BY G710-1979 CHEN.NORTHERN, INC. COI{SULTIIIG EIIGTI{€ERS AIID SCIETTI STS REPORT OF CONCRETE TEST CYLINDER DATA At' ! nsturl prot.etlon to cll.ntrr th! p{!llc rnd ourr.lv.i, .lI r.portr rr..rbdlttad.. th. cotf{dkntl.l Ft'opctty of clla'|tr', rnd rutioilzrtlon lor }ubllcatlor ot !3tat'aGantr. Conclsrloni or a,(tractr froGr or r.gardlrg oul" raportt {a r.tarvad p.hdlrg'off rfltt.n rpprcyll. i.[pl.a nlll b. dl.pa3.d ot.lt.r t.3tlnt {3 coripl.t.d unl.t3 otheF trr.ng.itnt3 rgr..d to ln xtftltrg.i-niiidir ii th. !I! grosp oi conpetlr3 Forn xo. ct€1134 6/91 T0; |lE0f,l Enterprises J08 li0. 4 178 93-3 DATE: 5-2-9'l Attn: Eu3taguio Cortl na P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149 PRo.IECT: Llftsidc Euilding, east of llesthaven Drive and Uesti n Hotel , South Frontage Road |test, Vatl, Colo. PLACEIiEI{T LOCATIOII :Pad at E and P.10 Line. BATCH TICKIT ItiFORl{ATIOl{ SUPPLIER: Uestern llobile TRUCK 1{0. 189 TICKET t{0. 01195? ilIX DESIGI{ ll0. 44 TII{E 0ATCH[0: L?z?l Pl[ TII'IE ARRIVED: 12:43 PH TIIiE PLACED: 1:10 P[-CU. YD. L0AD/ACCtf,l: 7l7tl1 FIELD TESTII{G II{FORIiATIOI{ TlilE TEST TAKET{; 1:14 Ptl JO6 SPECIFICATIOI{S: Slt$lP:23l4 I.SLUIP: Ifl. SAI.IPLE TE}IP: AIR COllTEl{T: 4.6I AIR C0t{TEtlI: I 64 .F AIR TEIIP: 30 "F l{ET U|{IT UEIGHT: 142.4 VATER ADDED AT SITE -- GAL. CYLII{OER I'IFORI'IATIOII l{0. 0F CYLIi{DERS: 6 CYLIIIDER SIZE: 6"x 12' TII'I€ CYLIi{DERS CAST: 1:24 Pl{ IIHERE CAST: on-slte cuRilrc I]{FoR}tATtotl IIIITIAL CURE: On-S'ite FIELO STORAGE FACILITIES: Inside Trailer DATE RECEIITEO AT LA8: 5-5-94 BY: l'lark Jensen llll{/l{AX AGE DAY S OATE TESTED TOTAL LOAD tLEs ) OIAI'IETER ( n{cHEs ) AREA (sQ lil) COHP .STR. (Psr) TYPE OF FRACTURE CYLIIIDER Itr,IGHT (t8s ) CYLIiIOER UIIIT I{EIGHT (PCF) I ., ?8 28 28 ?a 5-9-94 5-9-94 5-30-94 s-30-94 5-30-94 5-30-94 97,500 99,500 139,500 138,000 136,000 133,000 5.98 5.99 6.09 6.09 5.98 6.00 e8.09 24.18 29.13 29. 13 28. 09 28.21 3470 3530 4790 'f740 4840 4700 shear sh€a r con/spl i t con/sh€ar con/shear con/shear DESI6I{ STREIIGTH 4OOO PSI O 28 OAYS TESTS 8Y LABORATORY PERS$IH€L ARE Iil ACCORDAT{CE IIITH APPLICABLE ASTI.I }IETHODS UIIIESS OTHERUISE IIOTED sO}IE TIIFORIIATIOI{ OF TEST REPORT IIAY 8E PROV]OED 8Y OTHERS REiIARKS: C0PIES: R,A, telson & Associ ates, Inc Town of Uall I llestern llobile; J V A, lno,; €trat}|l€y Pratt schultr Carolyn Adams Bobby J. thys FIETD OBSERVER APPROVEO BY CHEN.NORTHERN, INC. c0 suLTllt6 Elt0IilEERs Alto scIEi{TIsrs REPORT OF CONCRETE TEST CYLINDER DATA Ar a nuturl Frotrctlon to cll..t., tha publlc r.rd our3.lvaa, all raportr rra r|rbdltt.d {3 th. conflallantlal ProPet'ty ot cll.ntr. and autiif{latlo{r for !!bllcrtlon of atatatiantt. Concluslonr or ettracta trom or ragaFdlng our raPoit3 l5 rararvaal prrjlng'oor *ttt.h rFFrovrl. 3rrpl.i Hllt ba dl3polad ot eft.r t.rtlnt lt co pl.t.d unl.5i othar.rr.nls.rt*.tr..d Eo In ir'ltlng.i"r;il;';; thr !!! grnup of coiP.nl.. Foro o. cl'lEll3A 6/91 T0: llECll €nterprl sec J08 ll0. 4 178 93-3 DATE: 5-3-9,t Attn: €ustaqulo Corti na P.0. Bor 3149 SHEET I 0F I Vail , C0 8t658-3ltl9 Pft0J€CT: Llftslde Sulldlng, east of ljesthaven Drlye and ll€stin Hotel , South Frontage Raad lrest, Vall, Colo. PIACEIIE|IT L0CATI0fl: Footing Pads on I Line at P.8 and P.9 Line8; Thie load was placed in flrst lift in Pad at P.9. EATCH TlCl(ET I llF0RliAT l0ll SUPPLI€R: lJestern ilobi le InucK ilo. l5l TICKET 1{0. 0l 197? }ltx DESIG!{ H0. 44 IItfE BATCHE0: 1:08 Ftl TIH8 ARRIV€O: 1:25 Pit Tll'lE ?!ACED: l:28 Pll-CU . Y0 . IOAD/ACCUI{: 7l7lzf+ FIELD TESTIIIG I I{FORIIATIOI SAHPLE TEiIP: 63 T AIR TTI{P: 35 UF TIf,lE TEST TAKEII: l:3il Pll SLlftlP: 2 3/4 lll. AIR C0l{TEllT: 4.4X t{€T UIIIT vtl6llT: 1/t3.2 JOB SPECIFICATI0I{S: SLttrlP: ihx.4 ll{. AIR COI{TEI{T: 4-8X I{ATER ADOED AT SITE 0 6AL. CYtIl{t}ER IIIFORI'IATIOII ll0. 0F CYLIIID€RS: 6 CYL II{DER SIZE: 6"x 12' TIIIE CYLIilDERS CASI: l:44 Pl{ UHERE CAST: 0n-Site cnlil6 ll{FoRl,lATI0ll I]{lTlAL CIRE: 48 hours 0n-Slte DATE RECEIvED AT LA8: 5-5-94 FIEIo STORAGE FACITITIES: Inside Trailer BY: |lar'k Jensen l{Il{/llAX AGE DAYS OATE TESTED TOTAL IOAO (tBS) DIfl1ETER ( r]{cHESl AREA (sq ril) coilP. sTR. (Psr) TYPE OF FRACTURE CYLI OER UEIGHT (LBs) ClLII{DER UiIIT tIEIGHT (PcF) 7 I e8 28 2S 28 5-t0-94 5-t0-94 5-31*94 5-31-94 5-31-94 5-31-94 105,500 lt7,500 147,500 151,000 l s{,500 145,500 6.08 5.98 5.98 5.99 5.98 6.01 29.03 28.09 28.09 28. l8 ?8.09 29.37 363 0 4180 5?50 5360 5500 5130 ehear ehean con/3hear snea r shear con/shear DESIGII STREflGTH 4OOO PSI O 28 DAYS TESTS 8Y LASORATORY PTRSOIIIIEL ARE Ifi ACCO{OAI{CE TIITH APPLICABLE ASTI.I }IETHODS U]{LESS OTHERUISE iIOTED SOI,IT I1{F(R}IATIOII OF TEST REPORT iIAY BE PROVIO€D 8Y OTHERS REiIARKS: COPIES: R.A. llel sqt t Associates, Inc Iovn of l/ail; ljestem f4ohlle; J V A, Inc.; &Nathey Pratt Schultz Carolyn Adams BobbY J. HaYs FIETD OBSERVER APPROVED BY CHEN.NORTHERN, INC. c0isulTilr6 EilcIilEERS A[0 SCIEiITISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: l{E0ll Enterpri ses JOB t{0. 4 178 93-3 DATE: 5-24-94Attn: Eustaquio Cortina P.0. Box 3149 SHEIT I 0F 1 YatI, c0 81558-3149 PR0JECT: Llftslde Building, erst of Uesthaven Drlve and Testln llotel , South Frontage Road Test, Vail, Colo, PLACEI.IETT LOCATIOII :Footing Pad at Lines "C" and P.3. BATCH TICKET IilFmllAIIOtt SUPPLIER: l$estern l,lobile TRUCK 1{0. 189 TTCKET l{0. 012427 r.tIX DESI6t'l ll0. 44 TIftlE BATCHED: 3:41 Ptl TII'IE ARRIVED: 4:13 Pl{ TIIIE PLACED: 4:19 Pll-Cu. YD. L0AD/ACCUI'I: 7lL4/ FIELD TEsTItlG IHFmilATtOll SAIIPLE TEiIP: 68 "F AIR TEIIP I 55'F TIiIE TEST TAKEiI: 4:25 Ptrl SLtS,lP: 3 1/4 lt{. AIR COt{TEllT: 4.9fr l,lET UiIIT IIEIGHI: JOB SPECI FICATI0I{S: SLtl,lP: llax.4 lll. AIR C0llTEflT: 4-8X IIATER ADDED AT SITE 1 GAL. CYL I IIDER, I IIFORI'IATI 01{ l{0. 0F CYLII{OERS: 6 CYtItlOER SIZE: 6"x 12" TII{E CYLII{DERS CAST: 4:35 Pl4 IfHERE CAST: 0n-Slte CURIIIG I I{FffiI.IAT I OiI IilITIAL CIRE: 24 hours DATE RECEIVED AT IAB: 0n-5i te 5-?5-94 FIELD STORAGE FACILITIES: BY: Carolyn Adams lriluilAx AGE DAYS DATE TESTED TOTAL LOAD (LBs) DIAITETER ( rilcHES ) AREA (sQ Il{) COiIP. STR. (Psr ) TYPE OF FRACTURE CYLIIIDER },E I GHT (LBs) CYLII{DER UIiIT UEIGHT ( PcF) 7 28 28 28 tl 28 ]l 5-31-94 5-31-94 6-?l-94 6-?L-94 6-21-94 6-21-9,4 97 ,500 101 .500 6.00 6.00 28.27 28.27 3450 3590 sn€ar shear DESIGII STREIIGTH 4OO(l PSI O 28 DAYS TEST5 BY LABORATORY PERSOI{IIEI ARE III ACCOROAIICE UITH APPLICABLE ASTI'I I4ETHOOS U]{LESS OTHERIJISE IIOTED SOI.IE IIIFORI'IATIOI{ OF TEST REPORT I,IAY BE PROYIDED BY OTHERS REI{ARKS: CoPIES: R.A. llelson & Associates, Inc Torm of VaiI; llestern iloblle; J V A, lnc.; Gwathney Pratt Schultz Carolyn Adams Bobby J. Hays FIELD OBSERVER APPROVED BY A3 r ! t{rlcllantr, aral Fandlng ourIr Hrltlng.A d&e|. ot Frot.ctlon to ell.rti, thr pulllc rnd ouF3.lv.3r !ll rrpotts autlroflzatlon foi publlcatlon of 3trtal'.nt3' Cohelu3{ona otFrlttan rpFroval. SanPlaa wlll be dlsPo6cd ol rft.l' taatlhE th. !I! group of ce F.rl.. .r. 3ubmltt.d .B the confldl.ntlal FroFarty of axtfrctt trom or ragardlng our rePorts l! rasarved'li codDlatad unlait othar trrrngctEnt3 tgreaal to For No' CtlEll3l 6/91 -Rrnr;ulr apEi'e CHEN.NORTHERN, INC. c0il5utTlt{G EilgtI{EER5 AltD 5CI E]{T I STS REPOHT OF CONCRETE TEST CYLINDER DATA T0: l€Cl{ fnterpri ses JOB ll0. 4 178 93-3 DATE: 5-4-94Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F IYaiI, C0 81658-3149 PR0JECT: Llft3ide Euilding, east of Uesthaven 0rive and tLestin Hotel , South Frontage Road lle6t, Vail, Colo, PtACfl'lEltll LOCrtT I0l{ :Footing Pad at P.6 and C Lines. BATCH TICKET Il{F0Rf.lATI0t{ SUPPLIER: lrestern l,lobi le TRUCK 1{0. 189 TICKET ilo. 011992 }tIX DESI6|{ t{0. 44 TIltr EATCHEO: l0:18 ltl TII{E ARRIVED: l0:3t} Af'l TIIIE PLACED:10:42 A]'|-CU. YD. LOAD/ACCW: 6/L2ll2 FIELD TESTING I}IFORI'IATIOI{ SA}IPIE TE}IP: 64 .F AIR T€iIP: 45 .F TIIIE TEST TAKEI{: 10:5? Ait SLUl,lP: 21l? It{. AIR COllTEllT: 5.0fi llET UI{IT IIEIGHT: J08 SPECIFICATI0I{S: SLUilP: Uax.4 Itl. AIR COllTEllT: 4-87 I,/ATER ADDED AT SITE 3 6AL. CYLIIiIOER IIIFORI'IATIOI{ t{0. 0F CYLI]{OERS: 6 CYLIIIoER SIZE: 6"x 12" Tll,lE CYtIll0tRS CAST: ---UHERE CAST: 0n-5i te CURI 116 It{FoRllATIot{ IiIITIAL CIHE: 48 hours 0n-5lte DATE RECEIVED AT LAB: 5-6-94 FIELD STORAGE FACILITIES: 8Y: Frank Potvin llll{/l.tAx AGE DAYS DATI TESTED TOTAL LOAD (LBS) DIAI.IETER ( Ir{cHES } AREA (s0 lr{) c$,tP . srR. ( Psr ) TYPE OF FRACTURE CYLIl{DER IIT I6HT (LBs) CYLII{OER U}IIT I'EIGHT (PcF) 2B z8 28 28 5-t1-94 5-lt-94 6- l-94 6-1-94 6-l-94 6- I -94 113,500 119,000 143,000 148,000 140,500 139 .500 5.99 6.00 6.08 6.08 6.00 5.98 28.18 28.27 29.03 29.03 28.27 28.09 4030 1210 4930 5100 4970 4970 columnar col mnar s hear con/shear con/spl i t con/shear tlESI6I{ STREIIGTH 4OOO PSI € 28 DAYS TESTS 8Y LABOIATORY PERSOilNEL ARE II{ ACCORDAIICE VITH AfPLICABLE A5TI.{ }IETIEDS UI{1E55 OTHERI/ISE I{OTED SOI€ ]I{FOfi{ATIO!I (lF TEST REPORT I,IAY 8E PROVIOTD 8Y OTHERS REiIARKS: C0PIES: R.A. llel son & Associates, Inc,i I Toim of Vail; Uestern llobilei IJ V A, Inc.; &{at}mey Pratt Schultz; I Carolyn Adarns Bobby J. Hays I TTELD OBSERVER APPROVED BY Ai r nrrturl protcctlon to cll.nt3t thr Fubllccll.rti, rftd ruthorlratlon for Fubllc.tlon ofp.nding orr rfltt.n .pprovrl. Sripla lll h.lh nrltlnt. A r6$ar 6f th. !!! gr.os! ol coa|p.h'l.r and osr.r.lYt3, rll ra?oita atltarl.ntr. Conclualon. ordl3Io3.d of rlt.r t.ttlng !r. rrbnltt.d .3 th. €onf'ldlantlal Frop.Fty ot artracta from ot. ragardlnE our raFortt la ralarvcd {s complctcd unlaal othar arrantgtantr agraac to Forn No. CtlEll3A G/91 CHEN.NORTHERN, INC. c0flsuLTI116 Ell6II{EERS All0 SCI EIITISTS REPORT OF CONCRETE TEST CYLIHDER DATA A3 a rxrtlal protactlon to cllantr. tha publlc and our3alva3, all raPorta rra subtnltt.d ar tha contldl.trtl.l prcp.rty of cllantr, and arthgrlaatlon tgr tubllcatlon of ttatafirnti, Conclurlo t oF attFrctt frod| o'" r.g.rdlnt out fraFort3 13 rcaarvcd t.Faln! o{r rfltt.r .FFFovrl. s.nrl.r r.iff b. dlrpor.d of.{t.r t.rtlng l3 co pllt.d unl.tt oth.r .rr.ng'tm.nt3 lgr.cd to lr wFl tlns.i ;il;; ;i tn. !!! sroqp of cd'F.rl!3 Forn fio. cHElt3A 6/91 T0: ilEcl,l Enterpri s€s JoB ll0. 4 178 93-3 IIATE: 5-5-94 Attn: Eustaquio Corti na P.0. 8ox 3149 SHSET r 0F IVail, CO 81659-3149 PR0JECT: Lift$ida Bullding, east of llesthaven Drive and y$tin Hotel , South Frontage Road l,lest, Vail, Colo. PTACE}I€I(T LOCATIOII:Footlng Pad and Loue3t Section of Radius. BATCH TICKET I ilF0RtlAT lOil SUPPLIER: llestern Hobile TRUCK [0, ll9 TICKET fto. 012040 l,lIX DESIGil l{0. 44 TIilE BATC$ED: 2:28 Pll TIH€ lif,,RlVE0: ?:46 Ptl TII'I€. PLACEO: --- CU. Y0.IOA0/ACCi l{| 711 l?l! FIELO TESTIIIG IttF0RllATIoll SAIIPLE TEI{P: 64 T AIR Ttl'lP; 50'F TII{[ TEST TAKEII: r* SLUiIP: ** Ill. AIR COl{TEllT: ** X llET UIIIT UEIGHT: JOB SPICIFICATIOI{S: SLilllP: Il{. AIR COl{TEllT: X tdATER AD0ED AT SITE -- GAL. CYL illDER I]{F0Rf,lATlofl l{0. 0F CYIIIIDERS: 6 CYLIIIDER SIZE: 6"x 12" TIIIE CYLIIIoERS CAST: --- UHERE CAST: on-Site CWII{G IIIFORiIATIOII Il{lTIAl CIRE: ?4 hours On-Site OATE RECEIVED AT LAB: 5-6-94 FI€LD ST0RAG€ FACILITI€S: Inside Trailer BY: Frard< Potvin l.ll lllllAx AGI DAYS DAT€ TTSTEO TOTAL LOAD (L8sl DIAIIEIER ( Ir{cHES ) AREA (sQ Ifi) c0ilP. sTR. (PSr ) IYPE OF FRACTURE CYLII{DER VEIGHT (LBs) CYLI tIDIR UI{IT IdEIGHT (PCFI 7 28 z8 28 ?8 5-12-94 5-72-94 6-?-94 6-2-94 6-?-94 6-2-9/t 107,500 1t0,500 147,000 142,000 147,000 135,000 5.99 6.08 6.07 6.07 5.99 5.99 ?8. 18 29.03 e8.94 ?8.94 28. 18 ?8.18 3810 3810 5100 4910 5220 4790 shear shear con/shear con/shear shear con/shear OESIGII STREIIGTH 4OOO PSI 8 28 OAYS TESTS BY [AB{nAf0RY PERS0ll EL ARE Ifl ACCoRDAI{CE UITH APFLICABLE ASTiI l,lETlfi)DS UI{LESS oT}fRtlISE ll0TED SOHE II{FORIIATITIII OF TEST REPORT I.IAY 8E PROYIDEO BY OTHERS REIORKS: ** l{o air or sl unp tests ,er€ performd, as we *ere not i nforfied of thi$ concrete placement until we u€re on-3lte for backfill observati on. COPIES: R.A. l{el son & Assoclates. Inc Tom of Vail; tlestern ibbile; J Y A. In6.; Gratlmey Pratt Schultz Carolyn Adans Eobby J. HaYs FIELD OBSENVER APPROVED BY CHEN-NORTHERN, INC. coltstfl_Tlfl6 E1{6IltEERS At{D SCIEI{TIStS REPORT OF CONCRETE TEST CYLINDER DATA T0: iIECH Enterprl s€s J08 l{0. 4 178 93-3 DATE: 5-26-94Attn: Eustaquio Cortina P.0. Box 3149 SHEET I 0F 2YaiI, C0 81658-3149 PR0JECT: Liftslde Building, east of ltesthaven Drlve and uestir lbtel , South Frontage Road ttest, Vail, Colo. PLACEiIEI{T LOCATIOII:Deck Sl ab. BATCH TICKEI IllFtRl'lATIolt SUPPLIER: lJestern l,lobile TRUCK li0. 119 TICKET ll0. 0l24BO itIX DESIGI{ l{0: 44 TIIfE BATCfED: 9:02 Ali TIl,lE ARRIVEO: 9:30 A]l TIiIE PLACED: 9:40 AI,I-CU.YD.L0AD/ACCUI'I: 7ll4l FIELD TESTI}IG II{FORI.IATIOII TIIIE TEST TAKEII: 9:45 All JOB SPECIFICATIOIIS: SLUl,lP: 4 l/4 SLUiIP: l,lax.4 It{. I1{ . SAIIPLE TEI.IP: AIR C0llTEl{T: 5.3$ AIR COllTEl{T: 4-81 64 "F AIR TEiIP: 60 'F tET UflIT IJEIGnT: L42.4 I{ATER ADDED AT SITE 7 GAL. CYLII{DER I I{FIIRI.IAT IOII ll0. 0F CYLIIIDERS: 6 CYLIT{DER SIZE: 6nx 12" Tll,lE CYLII{OERS CAST: 9:55 Al,l UHERE CAST: On-Site CWI116 I IIFORI{AT IOII II{ITIAL CtfrE: on-Si te DATE RECEIVED AT LAB: --- FIELD SToRAGE FACILITIES: Insi de BY: --- l,lll{/llAX Trailer AGE DAYS DATE TESTEO TOTAL LOAO (LBS) DI AI,IETER ( il{cHES ) AREA ISQ II{) col,tP. sTR. (PSr ) TYPE OF FRACTURE CYL I1{DER htrIGHT (LBS) CYLIIIDER UilIT UEI6}IT (PCF) 7A 7A 28A 284 28AlH ?.8AlH 6-2-94 6-2-94 6-23-94 6-23-94 6-23-94 6-?3-94 83,500 45,000 5.98 5.98 28.09 28.09 2970 3060 shear shear D€SIGII STREI{GTH 4OOO PSI O 28 DAYS TESTS BY TAEORATMY PERSOil|{EL ARE JI{ ACCffi,DA}ICE IIITH APPTTCABLE ASTII I.,IETHODS U]{LESS OTHER},ISE IIOTED Sollt ItFoRl'lATlol{ 0F TEST REP0RT ltAY BE PR0VIDED BY oTHERS REIIARKS : C0PIES: R.A, llel son & Aseoclates, Inc.; Tom of Vail; lrestern llobllei J V A, Ino,; GnathrEy Pratt Schult::Carolyn Adams Eobby J, Hays FIELD OBSERVER APPROVED BY Ar a Dutu.l prot.ctlon to cll.ntt, th. publlc.nd our.!rtv.3, .ll Frportt !i. subltltt.d !3 th. cotrtldltntlll pl'op.rty o? cllrnts, .nd ruihorlrrtlon for publlcatlon ot Btrt..rrhtr. Cohclu3loha or art!'.at. tro|r or' r.grrdlng our r.Pott3 l3 ret.rv.d pandlnt'our wrltt.n approvll Sa plat wlll ba dlapo3€d ot .lt.r tcttlng l! corFl.t.d unlcas oth.r rrrlEgdmnt3 rgr€cd to {n *rltlrr. A "arba; ;i th. E!! group of comp.nl.3 Fonn No. cl4El13A 6/91 CHEN.NORTHERN, INC. cofl sttrTIf{6 fl{Glfl€ERs Ar{D sclEl{TISTS REPORT OF CONCRETE TEST CYLINDER DATA Ai I muturl prct.ctto|| to clt.rt.. th. p{bltc.t|d ourt.lv.3, .ll r'.Port3 rr. aLbfilt_tad eB the contldl.nt'l.l proF rty of cll.rt.r .nd .{thorttrtton tcr plbltc.tlon ot 3trt..rt3. - cohclu3lona or attr.ctr f'.odr ot' r.!.rdln9 ouf f.Poftt li-I:t!:""d iiiiiii '"ri -.. ii t.o iieriiirr. s..iiii-iiir-r. airposca of rft.i t..tlng l. coIlFI.t.d url.rt other.rrrnsdn nts.Erc'd to lr rrltl'i9.i'.#;:i th. !l! groop oi coip.nl.3 Form tlo' cl'Gll3A 6/91 T0: tffiCll Eni€rpri ses JoB t{0. 4 178 93-3 oATE: 5-26-94 Attn: tustaquio Cortlna P.0. Box 3149 SHEET 2 0F 2 VaiI, C0 81658-3149 PRoJECT: Llftslde Bulldlng, east of ttesthaven Driv€ and llestin Hotel , South Frontage Road lJest, Vail, Colo. PLACETf ilT IffiATIO]{:Footing Pad on tA'r Llne. EATCH TICKET Il{FC{flATIOfl STFPLIER: llestern l,loblle 1RUCK ft0. 97 TICKET 1{0. 012497 l{IX DESIGfl ll0. 44 Tlf'lt BATCH€O: 12:05 Pll TIHE ARRIVED: 12:40 Pf,l TIll€ PLACED:12:43 Pll-Cu.V0.L0AD/ACC$'|: 71561 FTELD TESTIII€ I I{FIIRiIAT I OII TIIIE IEST lAKEll: 12:50 Pll JOB SPTCIFICATIOIIS: SL$,|P: 4 I1{. SLU,IP: tlax.4 I . SAIIPLE IEiIP AIR C0l{TEt{T: 5.9* AIR C0llTtlll: 4-8I 69 'F AIR TEIIP: 50 "F UET UI{IT UEIGHT: I'ATER ADDED AT SITE -- 6AL. CILIiIOER IffiMilATIOiI liO. 0F CTLlllD€RS: 6 CYttli0ER SIZE: 6"x 12" lll,lE CYtII{DERS CAST: 1:00 Fit UHERE CAST: On-Si te CWII{6 ITFORI{ATIOI{ IIIITIAL CIfi,E: ON-sI tE DITE RECEMI! AT LAB: --- FIgLD STORA,GE 8Y: --- FACILITI€5: Inside Tral ler l,lIll/llAX AGE OAYS DATE TESTED TOTAL LOAD (LBs ) D I AI,IETER ( ilrcHEs) AREA (SQ IN) c0flP . sTR. (Psr ) TYPE OF FRACTURE CYLIilOER I'E I6HT (LBs) CYL II{DER UIIIT UEIGHT (PcF) 7B 7g 288 ?88 28Bltl 2SBltl 6-2-94 6-?-94 6-e3-91 6-?3-94 6-e3-94 6-23-94 98,000 98,000 6.00 5.99 28.27 28.18 3if70 3480 con/shear shea r DESIGII STREI{GTH 4000 PSI E 28 oAYS TESTS BY LAB{IRATORY PTRSOilIIEL ARE IiI ACCOROAI{CE T,ITH APPLICABLE A5TI.I IiETHODS UIiLESS OTHERYISE I{OTED sol,lE I]{F0RltATI0l{ 0F TE5T nEP0RT }lAY BE PR0VI0ED BY oTHERS REIiARKS: C0PIES: R.A. l{el son & Associates, Inc.; Torrn of Val] ; llestern liobile; J Y A, Inc,; Gt{atlney Pratt Schultz;CarolF Marns BobbY J . HaYs FIELD OBSERVER APPROVED BY t ,R[C'D JUN .0 lee4 CHEN-NORTHERN, INC. corsr.[.T Iltc EltcIltEER$ AltD sctEltltsTs REPORT OF CONSTRUCTION ACTIVITIES T0: tl[Cl'l Enterprises J08 H0. 4 t7B 93-B oATE: 5-16-94Attn: Eustaqulo Corti na P.0. Box 3lrl9VaiI, C0 81658-3149 DArtY REP0RT t{0. 74A SHEIT I Or I PR{UECT: liftside Buildlng east of lresthaven Drlve and Uestln llotel , South Frontage Road l{est, Yall, Colorado. UEATHER COIIDITIOI{S AIID TETPERATURE goilTRACToR'S C0l{Slkt CTI0t{ AcTTytTIES PERSOI{IIEL: MJffi EQUTH{EI{T: ACTIVITIIS: cHEl{-frffiTHERt{'S StTt ACTtVtItES lhlle on-slts for other testinE, lre obs€rved the process to prepare the area at P.4 and "1" , Llnes for footl ng pad. In thls case, the contractor actually ch'ipped an area out of bednock which was approximately 2 feet above footing grade. Structural steel was then pl aced using re|t|ri ni ng rock aB Gonorete fom. VERBAL CIX{N$ICATIOIi YITH COIITRACTOR, TI{GI}IEER, ARChITECT, OTIIER CoPIEs: R.A. llel son & lssooiatcs, Inc.; J V A, Inc,; &ratlmey Pratt Schultr;Torm of Vail;l I Carol yn Adang FITTO OBSERVER Fred R. Camron APPROVEO 8Y A3 r nut$l Frotactlen to cll.st3r th. Frblli lnd o{rl.lva!, .11 ?rDortr rp. ruhrlttari .! th. confld..rtlrl ptoP.rty of our clisntr. .nd ruthorl:.tloir ?or publlcatlon of ri.t1it. Corclurlonr or ritnctr iron or F.g.rdlng our. r.port3 Ir r.r.rv.d i.6allng our wrltt.r tptrov.I. Samtl aa rlll ba dlrpe3ad of.tt.r l.rt{ng Ir corpl.t.d {nlaar oth.r arreng. c||ti .r. rtr.cd to ln nrltlrg. A rtGrbor of tb. [I! gr.orp of c.dp.nl.3 CHEN-NORTHERN, INC. cofasuLrt G c{6t EER5 AIID SCIEI{TISIS REPORT OF FIELD NUCLEAR DENSITY TESTING T0: ilE0l{ Enterpri seg JOB t{0. rl 178 93-3 0ATE: 5-19-94 Attn: Euttaquio Cortina F.0. Box 3149Vail, C0 81658-3149 OAILY REP0RT tl0. 76 SHEET I 0F 2 PR0JECI: Liftsld€ Building, East of Uesthaven Drive and llesti n Hotel , South Frontage Road Uest. Vall, Colorado. SPECIFICATIOII COIIPACTIOII & IiATERIAL l4I illlllfi REQUIR€0 lfl-PLACE D[|{SITY: 95X As 0fT€RllIllED 8Y: AST}I D-698 COllSTRUgTIoll GoIITRACT0R: Stan i{lller, Inc. TEST L0CATI0I{S I|ERE S€LECTED BY: Chen-Horthern TYPE AflD lltfiBER 0F EARTH il0VlllG UlllTS: Doeer, Trackhoe. TYPE Atl0 ,lt f,l8ER 0F 0$PACTI0I| UllITS: Sonoth Orm Roller. l,lETH0D 0F AD0lllC IOISTURE: llater Hose THICKI{ESS OF LIFT: lit l,lBER 0F PASSES: As Required rEST 1{0. LOCAIIOil Bike Path DEPTH OR ELEVATIOII (FEET} LAEORAfOIY I E-tE!! p€RcEl{T (RELATIVE/ l'ra(It'tuH) OBTAIIIED SOIL TYPE l,lAXll.lull ffiY DEIIS IIY (pcf) 0pTIxut{ I.IOISTIJRE coflTEt{T (1) ORY OEI{SITY (FCF) r,rolsTuRE c0r{TEriT G) 13 134 l4 l4A l5 l6 160' Yest of test Brl dge Rltcst of #13 130' llest of East Bridge Retest of #14 100' lfest of Eaet Bridge 40' Uest of Eist Brldge Subg rade Subgrade Subgrade Subgrade Subgrade Subgrade 134. 2 13it. ? t34.2 131.2 134.2 134. 2 7.9 ?.9 7.9 7.9 7.9 7.9 Ie8. 5 1?8.7 125.4 130.4 123 .5 130.7 3.6 3.8 4.8 4.6 4.4 1R YO OA 93 97 9Z 97 -3/4" Aggregate Base Couree -3l4rrAggregate Base Course -3l4" Aggregate Base Course -3l4" Aggregate Base Course -3l4" Aggregate BaBe course -3l4" Aggregate Base Course FULL TIl.lE 0BSERYATI0I{ J- PART TIIIE oBSERVATI0I{ rHrs nEFdifFrEsErrtoptl{Iors Foru'ED as A r€sulr oF o{r! GEryirro|ls oF rrLL p$qE!E!I. HE..}lavE FELTED o rflE cff{Ti49lgR-tq ciiiirii[E-ii,pliino iHE-iEini€ilrtD iorircrrlE-EFioni Ailq rcla1u8a-i€ FrLL o{ritHd !!!E Mg! !!q! otrr oEsEnvER ls or 0dqq!Yl!-6 #'ERAiiArii.' -iE3is'iit"rnol- oi-iie-illt-s{.V ei sElrEvro trEiris Ri ro aAtitRAit ouR oasERvER's Jt oGEtlE r. rEsr DArA ARE rrol fltE 50LE 8A3IA FOi O9It{tOi{S Ofl rfiEtllER lllE FltL rEETS SPECTFTCATIOi{S. THI fl$LEAR OEIISOI{ETER I,IETIIOD OF TESTTIIG UAS U5ED I'{ SUBSTAIITIAT ACCOROAIICS UITH ASTII 02992 AI{D D3017, PRELII,III{ARY OBSERVATIOIIS AIIO/$ TEST RESULTS YfRBAILY REPORTED TO: ?RoGRESS REPffif: Contractor rill add moi sture and we rill netest thls afternoon' COPIES: R.A, l{el son & Associ ates, Inc.; J V A, Inc.; Gtratlrney Pratt Schultz; Torn of Vail; Carolyn Adarns Fted R. Caneron FIELD OBSERVER APPROVED BY At a ntrtual pratactlon to clta'|tJr tha publlc tnd oursalvaa, all raportr rir sultrnltt.d.t tha ctnfid.nttrl prop'rtt of-our cll'ntt' .nd arthoilratloh for publlcttlon o{ rt.taftant. concllrlonr or e*trictr trom or |.rt|rdlng our r.port. lt r.3.rYad Pandlng our rtltt'n ;;;;ii:" !-.iiilr iiri-uo it.pil.i oi-iitii iiriiiii ii iorptrtiJ-unlor othrr rrransaritr tr igrcrd to lh wrltlng' A';.ib.r .f tii EI! grosp of coop.nl.. o CHEN.NORTHERN, INC. coi{su|-Tlr{G g{ct{EERlt ato scIE lTtsls REPOHT OF FIELD NUCLEAR DENSITY TESTING T0: |lfCll fnterpri ses JOB ll0. 4 178 93-3 DATE: 5-19-94Attn: €ustaquio Corti na P.0, 8ox 3149Vall, C0 81658-3149 DAILY REPoRT l{0. 76 SHEET 2 0F ? PR0JECT: Liftside Bulldlng, East of t{esthaven 0rlve and lJestln Hotel , South Frontage Road t€st, Vail, Colorado, fEST i0. LOCATII}It Blke Path DEPTH OR ELEVAIIOII {FEET ) PERCIIIT (RELATIVE/ itA(Iitlfi, OBTAIl{EO SOIL TYPE -t'tAXtilutt DRY DEIIS I TY (pcf) OPTIIIW I.IOISTURE c0ilTEftT (x) ORY DEr{Slil tPcF) rcISTNE c0ilTEtiT (x) l5A LI Retest of #15 40' East of Exi sti ry Pavement on llest End of Sl te Subgrad€ Subgrade 134. 2 134.2 7.9 7.9 13?.{ 130.1 6.6 4.1 99 97 -3/4" Aggregate Base Course -3l4'Aggregate Base Course C0PIES: R.A. l{el son & Associates, lnc.; J,V.A., lnc.; Tom of Vail; Gnratlmey Pratt Schultz; Carol yn Adarns Fred R. Carnron FIEI.O OBSERVER APPROVED BY A3 | mturl pi.tactloh to cllanti. tha publlc.rd ourlalvat, all raparrtr ara anbclttad rr th. confld.htlrl property of-our cllarta. .hd tuthorltitkn for t{blla.tlor'of atitrD.nt, conclurlont'ot" altricta fror or ragrrdlng our rapo|.t3 lt Fca.rv.d pandlng our |{r{ttan .Flrov.l. S.tit|l.a rlll ba dlapor.d.t rft.r t.rtlng lr cofrpl.tad onlaaa oth.r rrr.ngdncntt at. agF..d to ln Hrlting. CHEN.NORTHERN, INC. COIISULTIIIG EIIGIHEERS AIID SCIEI{IISTS REPORT OF ASPHALT PAVEMENT TESTING Aa. nqtual piotactlon to cllatt3, tha gubl{c.hd oori.lv.ir .ll raparti rr.c ashnlttad ar tha confldantlal proPerta/ o? our clf.ntr' anal asthorlaatlon for 9{!llcatlon of ttata.|ant, conclualon3 or axtraeta lro or ragrrdlng our r.Portt l5 r.t.rv.d. Fandlng .ur *rltt'n approval, surtar v,lll ba dlapotad ot aftar tastlng lr coiFl.tad unlaar othar arrrntaGants tra !gr.c.l to In rrrfrng. A-i{rb.r of th. lgu group ot conp.nl.t T0: l,lE0fi Enterpnises JOB t{0. 4 178 93-3 DAT[: 5-20-94 Attn: Eustaquio codi na P.0. Box 3li[9Vall, C0 0165E-3149 oAILY REP0RT ll0. 77 SH€ET I 0F 2 PRoJECT: llftstde Bullding, East of llesthaven Drive and Vestin Hotel , South Frontage Road tlest, Vail, Colorado, SPTCIFICATIOH COI.PACTIOI{ E ilATERTAL ilITITNX.I AVERAGE CORE I'I.PLACE DEIISITY OT 95 PERCEIIT OF THE iSXII,II'i DEI{SITY COilSfRUCTt0l{ C0f{IRACT0R: Elam Constnuction IESI IOCATI0I{S UERE SELECTED AT RANDlf,l I1{ ACC0RDAIICE I|ITH ASTl.l D 3885 TYPEAl|D1{u1{BER0FC0|fACTI0l{Ut{lTS:vibratorysfioothDrmTHIcK}|Ess0FLIFT: TElfPERAlffiE VARIATIOfIS: 255 to 270 degrees F. llt [SgR 0F PASSES: As flequi red ttsT 0. LocATl0l{ Eike Path PAVEI,IE 1{T L IFT LABORATORY I}EIISITY (PcF) HVEEH I.IARSHAL IIUCLEAR FI EtO DEIISITY ( PcF) I{UCLEAR c0ilPAcTI0t{ (r) CORE LTIIGIH ( lil) CORE rIELD DTIISITY ( PcF) CORE C0HPACT I0l{ $) 1 IA 2 4 24' l'lest of €ast Bridg€, 3' llorth of South Edge Retest of #l 80' lfest of East Srldge, approximate- ly Centerl i ne of llat 140' llest of East Erldge, ?' South of tlorth Edge 100' tast of l'fest End, 'l' South of l{orth Edge t46.2 146.? 116. 2 146. e 145.2 133.9 136.6 139.8 134. I 135.8 92 93 96 !t Y5 FULL II''IE OBSERVATTOI{ X PART TII'IE OSSERVATIOII rrtrs R€-m-pR€s€t{ts @txtortr} Fo*r€D As A REsuLr oF oun oastnvirrors of pAvd,G T coxsrnrrcrro{. vE HAYE RELTED ot{ THE coN{TRAcroR attLvt € TH€ Rgc(r*r'r€fro€D @t?lcTIvE EFroRl DrrR&aG THE TIlrEs lJllEN out oEsERvEt Is t{or o8sERlrrllc oPenAtlofis, TEsrs ARE mDE Of I}II ?AY:AF}|T OIY AS IELTEVED N€CESsA*? tO CALIdRATE OI'|R OSSERVEi'S J(E6EIiIEIIT. TEST OATA ARE OT ThE SOLE BASIS FOtr OPIHIOT{S o|| rfi.IFER IHE ?AvEI'I€'{r ''EEIS sPE€tFIcAItafi'. M,GLEAR DIiNSITY TEsTs S}IO.,I.D 8E OOITSIDENED R€LATIVE Ui{LE5S COFRELATED TO CORE DtHstTtES At ttt€ SAlilE LrocAlts{s, AsIu rEoottl€Mts CORRELATIoa{ Al A l4lNlltll OF SEVE}I U}CAttOtlS T|f IWLEAR DEilSOI.EIER I'IET}IOD OF TgSTTilG III ACCORDAI{CE TJITH ASTI.I 0?950 }IITH CORE CORRELATITIIIS PERFORiIED I1{ ACC0R0A|{CE gIrH ASm D2726 lltEltl,R GAUGE I{AKE: lroxler i$DEL: 46408 SERIAL llUtlEER: 1049 STA|I0ARD C0UilT PRELIHITANY OSSERVATIO'IS AIIDIOR TEST RESUTTS VEREAILY REPOf,TED TO: PR06RESS REPoRT: Tno $Ell ar6ae [iere aephalt was cracking sere pointed out to th€ contraotor. CoPIES: R.A. llelson & lssociates, J.V.A., Inc.; Torm of Gmttnrey Pratt Schul tz; Inc. Val I Carol yn Adams FIELD OBSERVER Fred R. Caneron APPROYED BY GHEN-NORTHERN, tNC. c0rfst LTIilG 8il6fi{E€RS AttD SCIEr{rtSrS REPORT OF ASPHALT PAVEMENT TESTING Ar ! ftitu.l Frot.a?.lon to cll.nti, th. psbllc.nd olr.aalvarr rll r.rortr .r.t albnltt.d ri thc confldantl.l FroF.rty of -oui clllnta' .nd .nthoilritlon tor pqbl.lcatlon of 3trte cnt, corclus{rn3 or .rtrrct. trln or r.gaidlng our r.Fortr l3 r.r.rv.d p.ndlng orF rrltt.n 'F.'.wrl Srm].. *lll b. d{inc..d 6.4 rtt.r +.rtlnr lt .ebl.t.d xnl.+r oth.r.rr..6d5.nt. .t. .dF..d }6 lh wrlrrnd. T0: llE0ll ErterDrls€s .X)B ll0. 4 l7S 93-3 OATE: 5-?0-94 Attn: [u6t6quio Corti na P.0. Box 3149vail, c0 81658-3149 oAILY REP0&T ll0. 77 SHEET e 0F 2 PROJECT: Liftside Building, East of lfcsthaven Drive and lJestin llotel , South Frontage Road lfrest, Yail, Colorado. SPECIFICATIOI{ CO].IPACT IOII & I.IATERIAL IIIIIII{IX{ AVERAGE CORE III-PLACE DEI{SITY OF 95 PERCEI{T OF TM HAJ(II'II}.I DEIISITY CoHSTRlrCTloll C0llTRACTtlR: Elam Construction IEST L0CAT!0|{S l{ERt SELICTED AT RA'{DW lll ACC0RDAIiCE UITH ASTti D 3885 TYPE Atl0 llUlSER 0F COiSlSTI0l{ UI{ITS: Vibratory Snooth Drum THICXRESS 0F LIFT: I€HPEIAT|RE VARIATI0II$: 255 to 270 deErees F. llUl{BER 0F PASSES: As Requl red TEST flo. LOCAT I ON Bike Path PAYEHEIIT LIFT LABORATORY oEftS tTY (PCF) HVEE}I I.IARSHAT I{UCLEAR FIELD OEIIS I TY (PcF) ll{,ctEAR col,tPAcTIoft (1) CORE LEII6]H (il{) CORE FIETO DEI{S I TY ( PcF) CORE C0{,iPACTIof,l l!.1 5 55' East of Yest End, Appfoxinately4' l{orth of South Edse 146.2 135.4 93 FIX.L TII{E OBSERVAT I OI{ X PART TIHE OESERVATIOIIrHti REFon'FDifsENTs {rpt t0|6 FosrED As A REsuLr oF orrR d5ERvarrdas or pavE 'tNt coirsrRtcltoN. vE HAVE RELTED 0N T}rE coNTnActon Atflytrac naE f,cm 4€MIED cdfActtvE EFPoRt urnt}|6 llrE TmEs l*tE orrn o!3EnvgR t6 l{ot oasERvlr{G opERAtto(s. TESTS ARE mDE OT I}{€ PAVEHE}II ONLY AS IELIS9ED I{ECESSA'T TO CALIETATE 6.tR OISEIVER'S JUOEEIdC T. ISST OAIA ARE fiOT TI{E SOLE BASIS FOR OPIHIOT{S Ofi ltlElllf,t ll{t pAVEl,lE}lT ltE's SPEetFtC TIONS. ruCLEAR gEXStrY t€Sl3 S}lOtlt,O 8g CatlgIDERfD RELATIVE UI{LESS GOf,IELAIED lO @lE OEllSIll€s AT ?HE SAIG UlC tlolls. ASIl.l REcd,rlEHDs ccRR€LArloll At A lltBlr|tl oF SEVE LocATlOfiS THE T{UCLEAR I}TIIS${ETER ItrTI$D OF TESTTilG III ACCORDAI{CE VTTH ASTI'I Ozg5O IJITH CORE CORRELATIOIIS PERFORI.IED II{ ACCORDAIICE TJITH AsTl'l 0?7?6 I{UCLEAR GAUGE MKE: Troxler l{00€L: 46408 SERIAL ilt[,lBER: 1049 STAIIDARD C0UtlT PnEtllllflAnY 0DSERVAtl0tlS lllO,/0n TEST RESiIITS VERBALLY REP0RTED T0: PRO6RE$S R€PORT: C0PIES: R.A. llelson & Associates, J.V.A., Inc,; Tovn of 6$rthney Pratt Sohrltz j Inc. Vai I Carol yn Adams FIELO OBSERVER Fred R, Cameron APPROVEO BY o CHEN.NORTHERN, INC. coNlsu.T t irc EIGI €Ets AtD sclEllrlsls REPORT OF CONSTRUCTION ACTIVITIES T0: l{ECll tnterprlseg J08 ll0. 4 1t8 93-3 DATE: 5-24-94Attn: Eustaqulo Cortl na P.0. B6x 3149Yatl. C0 01658-3149 DAITY REPoRT tlo. 78 SHIET t 0F I PR0J[CT: Ltftslde Butldtng erst of Uesthryen Orive and ltestln llotel , South Frontage Road Uest, Vril, Colorado. UETT}ER CO'IDITIOT{S AIID TE'IPTRATIRE COIITRACT(n'S OO]ISTRIJCTIOI{ ACTIV ITIES PEiSOililEL: llA.XrR EQUIPilET{T: ACTIVITIES: CHEfl-I{ORT}IERII'S SITE ACTIYITIES le obgcrved bsckfill b€tng placed and oompacted for a footlng pad at P.3 and "C" Line. Haterial appeared to receive adequate conpaction. 0urlng this visit, ue also observed two excayations on "I" Line at P.4 and P.3 Lines. llateri al xas removed to fractured bedrock at both locations and fln€s and larger debri s were removed prlor to placing concrete as a leveling coourse for foottng pads. VERBAL collllull ICAT loli VITH C0I{TRACT0R, til6ltlEER, ARCHITECT, 0YllER COPIES: JVA, R.A, l{elson & Assocl ates, Inc.;Inc.; 6*atlmey Pratt Schul tz;Torn of Viil;j Carol yn Adams FIETO OSSERYER Fred R. caneron IPPROVED 8Y Ar . frutq.l Drot.atfor to cllantr, tha publlc rnd ourr.lv.., rll r.portl ara asbnltt.d rr th.- eohfld.ntl.l. proP.rty ol ourrll'nts' 'n€liutiorlrrtiol tor Dubllcrtlon of atatanant, conclurlonr or.xrractr iron or rrgirdtng our reportJ lr rrcc-rved irniing-our rFltt.n apFrovll ' iiiiirr-iiii-te dirporcd ot.ft.r t.rtlnE Ir co.lpI.t.d unl.rr oth.F arrrngtrints cr. .gr..d to In irrltlng. A n 6b.i rf th. !!! grouP of comPrnl.l ' r55 t50 ZERO Ali VOIO CUiVEE 145 H'*HfrI LIJL fr *+H o llll Eo '1soltft *t^"-I# : 2'8o 3[1?fr19 : .2.?o 3ii?f;!$ : 2'60 1?5 120 ....l-tlJt slors MOISTURE CONTENT -PERCENT OF DRY WEIGHT LocArloN: BIKE PATH - LIFTSIDE MOISTURE_DENSITY RELATIONSHIPSSamole No. 4 I'IO FIELD CORRECTION REOUIRED sot|. oEscHlPrtoN: -Jl{r' AqqreSAte BaSe Course Chen-Northern, l\c., MAX. IHY DENSITY : 134 _2 PCF OPT. idOlST- CONTENT t 7 I %PRocEDURE: ASTM D-698 Method C LIOTJD LII]T :PLA$TICITY }'IOEX :JoB No. ' 4 178 93-3 | rtc. no. DArE: MaY 19, 1994 | 5 HR., HR, t5 MtN.60 MtN. 19 MtN.4 MrN. | r|tN. CLAY TO $ILT cRAvEL 42 x LIOUID LIMIT sAueleor -J/4'l 60 MlN. ts MtN.4 MlH, r M|N- CLAY IO SILT .12 2.0 OIAMETEF OF PARTICLE IN MILLIMETERS u.s. sT 'rm 'so .ao'3o SANO q6 SILT AND CLAY % pL.qs'crrY rNDEx FROM o z F G Fz c It DIAMETER OF PARTICLE IN MTLLIMET€FS sAND 48 * slLr ANo cLAy 10 * PLASTICITY INDEX Aggregate Base FRoM Lfftside - Bike Path le No. 4lcourse (s-1e-e4 ) GRAVEL 9t LIOUID LlMIT SAI'PLE OF Chen€lrbrthern.lnc GRADATION TEST BESULTS4 178 93-3 1dl0 /lto't^il toJ./\01 ?00r 6 il IfrHEN--NORTHERN, lNC. Ar . dttual lrotactltn to cIl.ntr. th. Dubllc .nd.ur3rlv.r! !ll r.pott. .r.3rlrl|litrd a. th. conlldlantlal ProPal'ty of cllanta. ard iuthorlretlon for Fubllartlon ol 3t.tanranta, Conclualona or artrcctt trort oF ragrrdlrt oui raFortt It Fat.rv.d F.'|dlhg'cur rrlita||.pptov.l. glqrl.a irlll bG dliFoBcd of aftar tastlnt lt codplct.d cnl.tt othat irr.lng.rEntt .trr.d to Itr rFl tl ng.* r*l.r 6f th. !I! grouF ot cdr9rnl.r Fot! l{o. O'|€tl3A 6/91 ff f$'..- *- ' UlH'dffi)gR IIIGII{EEN5 AilO SCIE}ITISTS IETE TEST CYLINDER DATA T0: l{ECll f,nterpri ses JoB l{0. 4 f78 93-3 DATE: 5-9-94 Attn: fustaquio Cortina P.0. Box 3ltl9 SHEET I 0f IVail, C0 81658-3149 PR0JECT: Ltftsidc Suilding, east of l'l€sthaven orive and Uestln Hotel , South Frontag€ Road trest, Vail, Colo. PLACEIIEI{I L0CrlTlot{: Deck Toppi ng and Footing Pad at "A" Line and P.8. BATCH IICKET I ilFoRl'lAT l0tl SUPPLIER: lrestern llobi le TRrcK ilo. 161 TICKET ilo, 012080 r'rIX 0ESlGt{ ll0. 44 flilt BATCHED: 3:14 Pll TliE ARRIVED: 3:30 Pll TItiE PLACED: 3:40 Pl,l-CU. Y0.L0l0/ACClSl: TlZLlzl! FIEI.D TESTIXG IIIFORIIAT TO'I TIt'lE TESI TAKEI{: 3:50 Pll JOB SPECIFICATIOIIS: SLIXIP: 3 SLul{P: l'lax .4 Iil. I fi. SAIIPLE TTI{P: AIR C0l{TEtlT: 4.6X AIR COllTEllT: 4-8I 63 T AIR TEI,IP; 45 "F tlET ul{lT UEIGHT: 143.2 VATER ADDEO AT SITE -- GAL. CYLII{IER IIIFORI.IATIOI{ ll0. tlF CYLITDERS: 6 CYLII{DER SIZE: 6"x l2' Ttt{E CYLITIDERS CAST: --- lltlERE CAST: on-Slte CUNIIG IilFONHATIOI{ IIIITIAL CURE: il8 hours OAT€ SfOTIVEO AT LA8: On-Si te 5-t l-9* FIELO $TORAGE FACILITIES: --- BY: Carolyn Adarns l{lll/llM A6E DAYS OITE TESTED TOTAL IOAD (rBs) O IAI.IETER ( ilrcHEs) AREA (sq m) c$'tP. sTR. (PSr ) TYPE OF FRACTURT CYL I I{DER IJE IGTIT (LSS) CYL IIIIIER UI{IT IEIGHT (PcF) E I 28 u8 28 28 5-17-94 5- 17-94 6-6-94 6-6-94 6-6-94 6-6-94 ll5 113 000 000 000 000 000 500 145 144 141 141 5.99 5.99 5.99 5.99 5.99 5.99 ?8.18 28. 18 28. l8 28.18 28. t8 28.18 t|080 4010 5150 5110 5000 50?0 cofl /s hear con/shear con/shear con,/6hear con/shear snean DESIGII STREI{GTH 4OOO PsI O 28 DAYS TESTS gY LAEORATMY PERSOI{I{EL ARE I'{ ACCOROAIICE I'ITH APPLICABLE ASTI.I IIETTITX}S UIILESS OTHERI{IsE TIOIED SffiE IIIFORIUTION OF TEST REPORT IIAY BE PROVIDED BY OTHERS REMRKS: C{lfIES: R,A. llel son & Associ ates, Inc Totm of Vail; llestern ilobile; J v A, Inc. i GwattrPy Pratt Schultz Carolyn Adarns Eobby J. tlaYs FIELD ()BSTRVER APPROVED BY CHEN.NORTHERN, INC. COIISI'LTIl{G E}IGIITIEERS Al{D SCIEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar. |r|.tt l prot.ctlon to cl{.nl.r, tha puil{c ..rd ou...lvr3, rll r.portr ara aulitlttad ra tha confldl.ntlal praparty 6l cll.|itt, arid ruthorla.tlai tor publlc.tlon.t rtat.i.ntt. Colrcl|talona or axtractr fro or r.t.rdlng our rapcrta lt r.3aiYadp.ndlig Gor rrltt.n apDroval. S.it|lr. r'lll b. dlr!o3.d of rftar' tattlng 13 co.tFlat.d unltrr oth.r rr..ng.nartt alt.rd to In rrl tl nt. A d,*.r ;f th. HI! 9ro{p of coiFsnl.. Forrt rb. cl.€t!3^ G/91 I0: [ECil Enterpri 8es JoB 1{0. 4 178 93-3 DATE: 5-10-94Attni Eu8taquio Cortlna P.0. Bor 3119 SHEET I 0F IvatI, C0 81658-31{9 PR0JECT: Llftsid. Building, e.st of Uesthaven Drlve and l|eetin Hotel , South Frontage Road l|est, Vail, Colo. PLACEiIEIIT LOCITIOII :Footing on A Line; 63' - P.10. BATCH TIC(6T IllF0Rl'lATI0i| SUPPLIER: Testern }lobile TRUCK 1{0. ll9 TICKET X0. 0t2114 l{lx 0ESI6}| lr0. 44 TIIfE BATCHED: 5:3't Pl,l TIIIE ARf,IVEO: 6:00 P],l TII4E PLACED: 6:05 PI,|-CU.YD.L0AD/ACCII{: 7l2L FIELD TESTIIIG rflFmffiTttlfl SAI|PLE TEl,tP: 68 'F AIR TEI# : 66 oF III'fE TEST TlXEll: 6: l0 Pll Sttflf,: I 1/4 ltl. AIR C0llTEl{T: 4.0* l{ET UI{IT tlf l6HT: t42.1 J08 SPECIFI0ATI0IIS: SLI$P: Il{. AIR C0tlTEllT: X UATER ADDED AT SITE -- 6AL. CYtIlloER lllF0RllATI0ll tl0, 0F CYLIilDERS: 6 CYII]{DER SIZE: 6"x 12" TIl,lE CYLIiIOERS CAST: 6:15 P}l UHERE 0AST: 0n-Slte cr.RIltE I ilF0R AT lotl I1{lTIIL ClflE: On-$i te DATE RECTITED AT LA8: FI€LD STORAGE FACIITTIES: BY: --- l,lltl,/llAx AGE DAYS OATE TESTED IOTAL LOAD (L8s) DI&{ETER ( lltcHEs ) AREA (sQ il{) c0r4P . sTR. (PSI) TYPE OF FRACTURE CYLIIIDER I'E I6HT (LBs ) CYTIIIDER iJX IT IIEIGHT (PcF) 7 7 28 28 28 28 5-17-94 5-1t-94 6-7-94 6-7-91 6-7-94 6-7-94 131,000 130,000 15s,000 162,000 165,500 l6l,0oo 6. 00 6.00 6.00 5.93 5.99 6.00 28.27 28.27 28.27 28.18 28. 18 28.27 4630 4600 5980 5750 5870 5690 con/shear con/shear con/shear con/shear con/shear con/shear DESt6t{ STREI{GTH 4000 PSt € 28 DAYS IESTS BY TAEORITORY PER5OI{I{EL ARI Iil NCCffiOAilCE VITH APPTICAELE ASTI,I }ITTHOOS UIILTSS OTHERIJISE I{OTED SOIE II{fMfiATIOI{ OF IEST RTPOft,T I'IAY BE PROVIOED BY OTHERS RE}IARKS: C0PIES: R,A. telson & Associates, lnc.; Torsr of Vail; llestern llobile; J V A, lnc.; &rathmy Pratt Schultz;Brian Scanlan Bobby J. Hays FtTtD OSSERYEN APPROVEO BY 'R&"DJUN r tl99l CHEN.NORTHERN, INC. c0]{surTrfi6 E]{GtIEERS AID SCIEilTISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar a Frt{al Frotaetlon to cllanta, thr publle rnd o|r|"3.lyct, rll r.porti rrc rtrbollttcd .. th. cotlfldlGnthl proparty of clt.rt3r .nd.uthorlrrtlon tor publ lcatlotr of rtattranta. Conclurlonf or artr.cts froor or rcgardlng our r.portt lt r.t.rv.d p.ndlnt .'{? Frltt.n rFprovrl. i.[91.t Hlll ba dlrpoaad of aft.r t.atlng lt cot9l.t.d unl.t! otlt.r trr.nt.|sontr .gr..d to lo irltlrt.i .rlitii" Si th. EI! !ro{p of co.rprnl.r For Ho' ct'lEllsA 6/9t T0: ltEcll Enterprlses JoB t{0. 4 178 93-3 DAT€: 5-Il-94Attn: Eustaquio Corti na P.0. 8ox 3149 SHEET 1 0F IValI, C0 81058-3149 PR0JECT: Ltftside Bulldtng, eist of llesthaven orlve and tlestin Hote'l , South Frontage Road llest, Vall, Colo. PtACEll€]{T L0CATI0Ii: Second Sectlor Yertlcally of Uall, outeide Radi us of East Parklng Core Ranp Setreen Approxlnrtely P10.5 Line and 25 Llne. SAICH TICKET II{FtlRilATIol{ SUPPLIER: lJeetenn }lobile TRrcK [0, lt4 TICKET ilo. 012134 ]flX OEStGlt ilo. 14 TIffE EATCIfD: l?:56 Ptl Tlilf ARRIVED: l:20 Ptl TltlE PLACED: 1:39 PI|-CU.YD.L0AD/ACCU}|; 1tl4l2b FIETD TESTITG tt{F0Rr'hTt0ll SA}IPLE TEl,lP: 7l'F AIR TEttP: 60 'F TIifi TEST TAKEII: l:48 Pl'l SLtillP: 2 l/? lH. AIR 001{TE1{T: 4.6I UET U]{lT UEI6HT: JoB SPECIFICATI0IIS: SLlilP: Ill. AIR C0I{TE]{T: f UATER AD0E0 AT SITE I GAL. CYLIIIOER IilF$I,IATIO}I f{0. 0F CYLIfl0tSS: 6 CYLIiIOER SIZE: 6"x 12" Tlllt CYLIIIOERS CAST: l:58 Pll IIHERE CASI: On-Slte clnl[G t,tF0Rt'tATI0f{ IIIITIAL C[RE: 48 hours DATE RECEIVED AT LA3: 0n-S i te 5-13-94 FtEtD ST0RAGE FACILITIES: --- 8Y: Frank Potvln lllll/llAx ACE DAYS OATE TESTED TOTAL LOAD (1851 DIAIIET€R (mcH€s) ARET (sq ril) coilP .sTR. (Psr ) TYPE OF .FRACT1JRE CYL I I{DER UE I6HT (LBS ) CYLINOER UI{IT IdET6HT (PcF) 7 I e8 ?8 ?8 z8 5-18-94 5-18-94 6-8-94 6-8-91 6-8-91 5-8-94 106,000 ll0,500 139,000 l{5,000 140,000 133.000 5. 99 5.98 6. 04 5.99 6.00 6.00 28.18 28.09 28.65 ?8.18 28.27 28.27 3760 3930 4850 5150 /t950 4700 con/spl i t con/shear shear col tmnar con/shear con/shear OESIGT STR€IOTH 4OOO PSI O 2O OAYS TESIS SY LiEffiATORY PER5OI{IIEL ARE I1{ ACCOROAI{CE UITH APPTICABLT ASTI,I I{ETHOOS U'ILEsS OTHERUISE flOTTO SOI.IE IffiMilATIOI{ OF TEST RSPORT IIAY 8E PROVIDED 8Y OTHERS RE}IARKS: CoPIES: R.A. llelson & Asgoclates, Inc.; Tqn of Vai I ; tlestern llobl le; J v A, lnc.; GHatlmey Pratt schtltz;Carolyn Adams Bobby J. Hays FIELD OSSERVER APPROVEO BY -'l CHEN.NORTHERN, INC. c0ftsulTiltG Elr6II{EERS At{D sclEflTtsTs REFORT OF CONCRETE TEST CYLINDER DATA Ai a rtirtual prot.ctlon to cll.ntr. !h. Fslll4 rnd olraali,.ir .ll r.portt.r. t|.tdlttrd tr th. contldl.ntlrl ProP.tty ot "ii.iti, ina ruthorlratlon for publlcatlon of 3t!t.i.nti. - Corclurlonr or .xt.actr fto.r or r.grrdlnt our r.portt lt F'3'tvc'l ;;;iil'";;-*riitii reiiiiri. Srniiii iiit-i. aiieoiia or !ft.r. t.rtlrg tr coftplrt.d nnl... ath.r rrflrrr||.ntt ,rsr.rd to Ir rrltlnr.A"#;.'3i th. UIE gr'!4rp of comP.nlet f orrt no' o{El13A 6t91 T0: HECII €nterprl see J08 ll0. 1 178 93-3 DATE: 5-U-94 Attn: Eustaqulo CortinN P.0. Bax 3til9 SIEET 1 0F I Vai1, C0 81658-31t19 PRNECT: Llftslde Building, east of {esthaven Drive and |lestln Hotel , South Frontage Road llest, Vail, CoIo. PTACBENT LOCATIOil:Foundati on Pad on "Bi Line; Footing Pads on "I" Line at P.10.5 and P.10. BATCH TICKET IIIFMilATIOII TRUCK 1t0. 189 Tlt{E SATCIIED: t:55 Pil TICKET ilo. 012178 TI'{E ARRIVED: 2:28 Ptl SUPPLIER: llestern tlobi I e l{lx DEslcil ll0. 14 TIil€ PLACED: 2:33 Pll-CU.YD.L0AD/ACC$|: 717135! FIELO TESTIIIG ITIFORITATIOII TIIIE TEST TAKHI: ?:39 Pl{ JOB SPECIFICATIOIIS: SLUf{P: 4 1/4 lil. SLlll,lP: thx.4 Ill. SAIIPLE IE}IP: AIR C0l{TEllT: 4.83 AIR C0l{TEllT: 4-8I 72T AIR TEIiP: 60 T IIET UII IT UEIGHT: YATER AODED AI SITE 5 6AL. CYL I'It}fR I IIFORI{AT IOII tlo. 0F CYLII0IRS: 6 CYLIIIDER SIZE: 6r'x 12" TIt{€ CYLIIIDERS CAST: 2:49 Pll UHERE CAST: on-Site CtRl*G IllF0RllATl0tl IfIITIAL CtfrE: 24 hours 0n-site OATE RECEIUED AT LAB: 5-13-94 FIELD STffiAGE FACILIIIES: lnside lrailer 8Y: Eilly Barbour HIIUiIAX A6E DAYS DATT TESTED TOTAT LOAO (LBs ) DIAIIETER ( rilcHEs ) AiEA (sQ m) coltP. srR. (PSl )'YPE OF FRACTURI CYLI IIDER IJ€ ICHT (LBS) CYLIIIOER Ufl]T T'E I6HI ( PCF) 7 1 e8 ?8 28 z8 5-19-94 5-t9-94 6-9-94 6-9-94 6-9-94 6-9-94 107,000 103,500 l3r,000 138,500 137,000 t37,000 6,00 6.00 6.00 6.00 5.99 5.99 28.27 28.27 28.27 28.27 28.18 28.18 3f80 3660 4850 4900 4860 4860 shea r shear con,/shear con,/shear shear shear DESIGII $TR€I{6IH 4OOO PST O ?8 DAYS TEST5 8Y LABOMTffiY PERSOI{'IEI. ARE III ACCORDAI{CE T'ITH APPTICABLE A5TI.I iITTHODS UI{LESS OTHERT'ISE IIOTED SOiIE IilFRTIATIOII OF TEST REPORT }IAY B€ PROVIDEI| 8Y OTTERS R€MRKS: C{PIE5: f,.A. llel son ! Assoclates, Inc Toryn of Yaill lrestern ihbile; J V A, lnc.; GYathEy Pnatt schultz Carolyn Adarns EobbY J. flaYs FIETD OBSERVER APPR()VED BY CHEN.NORTHERN, INC. C(]IISUTTI116 EIIGTilE€RS AIIO SCIEl{TISTS REPOFT OF CONCRETE TEST CYLINDER DATA la a nutut FFoi.ctlon to cllantrr tha prabltc and our3.lv.i. rll rrport3 |r. rub.ilti.d .3 thr confldl.htl.l Proparty ot ctt.itr. .nrt a{ti.rl!.3ton tor rubllc.tlon of ltatafiantr. concluslona or attract3 lroo 9r fagardlng our rapottt ll r...rv.d ;ar.aiil'"il rratt.rr iFproy.l. b.rpl.r l|tfl b. dltpo!.d ot rtt.r t.rtln! l. cor$l.t.d unl..t oth.r .trln96rQntt rltrrn ro In ,rf tlng.i"i;;;;;i !h. !g! rrt{! .l cc6p.nlt. Forll t{o' c ElltA 6/91 T0: tlEctl Enterprl ses JoB f{0. 4 178 93-3 DATE: 5-13-9i[ Attnr Eustaqulo cortl na P.0. Box 3149 SHEET I 0F t ValI, C0 81658-3149 PRNECT: Llftside 8ulldiry, erst of U€sthaven Drive and llestin llotel , South Frontage Road tJest, Viil, Colo. PTACEII€IIT LOCATIOII :Footlng Pad at P.8 and "I" Lines; First Llft of 'rA" Line tlall. BATCH TIOGT IllFoRMTIoll SUPPLIER: lfestern lloblle TRWK fio. 97 TICK€T ilo. 0L2Z0L r'rIX oESIGT l{0. 44 llt€ BAIO{ED: ll:59 A,l Tlif ARRIVED: 12:25 P!,1 IIl,lE PIACE0:12:35 Plt-CU.YD.L0AO/ACCtlfl: llTlll! FIETO TT'T1116 IilFM[ATIffi SAI,IPLE TEIIP: 66 "F AIR TEiIP: 45 "F TIIIE TEST TAKEII: 12:45 Pll SLIIHP: 4 !il. AIR C0ilTEilT: 5.8I IJEI UIIIT llEI6HT: 140.8 JoB SPECIFICATI0ilS: SLt$,lP: lhx.4 lil. AIR C01{TE1{T: 4-81 1JATER ADDED AT SJTE 0 GAL. CYL IIIOER IIIFTIRI.IATIOf ll0. 0F CYLIIIDERS: 6 CYtll{DER SIZE: 6"x 12' TIr,lE CYLII{DERS CAST: 12:55 Pll lltlERE CAST: 0n-Site flnlIG lllFoRllATlolt I1{ITllL CURE: 0n-Sl te DATE RECEIVED AT LAB: 5-17-94 FIELD STORAGE FACILITIES: 8Y: Frank Potvin f'lll{/llAx A6t DAYS DATE IESTED TOTAL IOAll (L8S ) DIAI,IETER ( I]{ChES) AREA (sQ fti) c0r{P .sTR. (Psr ) TYPE OF FRACTURE CYt II{DER T'f IGHT (t8s) CYLTI{DER U]{IT i{E IGHT (PcF) 7 7 28 28 z0 28 5-80-9,+ 5-U 0-94 6-1G.94 6-10-9{ 6-10-94 6-10-94 92,000 89,000 119,000 1P4,000 119,000 t?0,000 5.99 5.99 6.00 6.00 5.99 6.00 e8. l8 ?8. 18 28.27 28.27 ?8.18 25.27 3260 3160 42r0 4390 4220 4?40 con,/ sh€ar snear con/spl i t con /snea r con/shear con/shear IESIGII STRETGTH 4000 PsI 0 28 DAYS TFSTS OY IIEMIIO*Y PENSffiilET ART I1{ ACCffiDAI{CE YITH APPLICABLE ASTI.I }IETHODS U]{LESS OTHERI1ISE ilOTEO SOIIE I$ONilATIOX OF TEST REPONT fiAY 8E PROYIOED BY OTHER5 REilANKS: C0FIES: R.A. llelson & Aseoclates, Inc Torn of Vall; lfestern ilobi le; J V A, Inc.; Gnetlmey ?ratt Schultz Carolyn Adams Bobby J. HaYs FIELD OB$TRV€R APPROVFD 8Y 'Id10'410'v{\h}01' fiol t66l s t il(lf CHEN.NORTHERN, INC. collslrlT t flG EltGlltEERs AltD sctE||ltsTs REPORT OF CONSTRUCTION ACTIVITIES T0: HECI{ Enterprl ses J08 1{O. 4 178 93-3 OATE: 6-2-94 Attn: EBtaquio Cortina P.0. E r( 3149 Vall, C0 81656-3149 DAILY REPORT l{0, 79 SHTET I 0F I PRNECT: Liftside Euilding east of lJ€sthaven Drive snd Uestin llotel , South Frontage Road lJest, Vail. Colorado. I|EAIHER Collolllolls tt{D TEI.{PERATURE: Sunny - 75 degrees F. c0ilrnAcToR's coilsTRucTlolt AcTIvtTtEs PERSI}III{EL: liA,fitR EQuIPilfllT: Concrete Pup, Loaders, Crane, Trackhoes, Backhoes. ACTTVTTIES: Placlng concrete netaining Hall on north sid. of iobsite. CHEI{-IIOf,IHERII'S SITE ACIIVITIES Ao requested, lluntingdon (Chen-llonth€rn ) arrived at tft€ jobsite and performed tfftperature, sl urnp, air contcnt, unit xeight t8sts and cast cylinders on oonorete to be placed. lle observed placanrent of oonorete, Additional concrete to be placed was cancelled. A totel of rpproximtely 4l cubic y.rds of concrete was placed. VEREAL Cffi'I'IIICATIOI{ gITH COIITRACTOf, , EilGI TEER, ARCHITECT, OIJI.|ER Yagmer uith R.A. l{elgon & Asso€iates wae infonaed of test results. COPIES: JUA, R.A. l{el sofl & Associates, Inc.; Inc.; Gwatlncy Pratt Schultz;Tot{' of var I rj Jim . Davi s FIELO O8S€RVTR Ar. rrt{.I rfct.ctton to.tlritrr th. t{bllc.nd ourrrlv.., rll r.poFtr arr 3{lnltt.d 13 th. eonf{dahtlal- prop.rt}' of ou.F.clf.ntt' rnd'iiti.iii* i"i'iJ-riiui icil r"'"'ii-ii.ii-[f , 'b"'it'.ton' or citr.ctr irom or rcgrrdlng osr r.portt ls r...rv.d P.nd{nt our tr'ltt.lt .pProval. S.eiiii iiii-f. a{t rra ot.ft.r t.rtlng l. coql.t.d unl..r oth.r .rr.ag.iant3 .rc rgr.od to in rf{tlng. A |l.db.r ot th. E!! tr-oup ot cofttr|rl.r o CHEN-NORTHERN, tNC. COIISUTTII{6 EIIGIiIEERS AI{D SCIET{TI5TS REPORT OF CONCRETE TEST CYLINDER rl1AY 1994 T0: iIECH Attn: P.0. Yai l, PROJ€CT: Enterpri ses Eustaquio Corti na Box 3149 c0 81658-3149 Liftside Bui lding, east J08 l{0.4 178 93-3 0ATE: 5-3-94 SHEET I OF I Frontage Road l,lest, Vail, Colo.of llesthaven Dri ve and llesti n Hotel South PLACEIIEI{T L0CATI0I|: Footi ng Pads on I Line at p.B and p.9 Lines; This load was placed ln first lift in pad at p.9. EATCH TICKET I]{FORIiAT I OT{ TRUCK 0. 161 TIttlE EATCHED: l:08 Ptl TICKET l{0. 0l 1972 TIl.tE ARRIVED: I : 25 Pl,l SUPPL IER: Vestern ltobi lelllx oESIG l{0. 44 TIHE PLACED: l:28 Pll-CU. YD. I0AO/ACCUM: 717121+ FIELD TESTI]{6 I llFoRl,lAT I0t.| TIl,lE TEST TAKEII: l:34 Pl,l JOB SPECIFICATIOIIS: SLutlP: 2 3/4 SLWP: 1 . Il{. SAI,IPLE TEIIP: AIR COt{TEllT: 4.4f, AIR C0tlTEl{T: Z 63 "F AIR TEIIP: 35 "F t{ET Ut{ IT I{EIGHT: 143.2 UATER AOOEO AT SITE O GAL. CYL I IIOER I IIFORI,IATI OII r0. 0F CYI-II{0ERS: 6 CYLI}IDER SIZE: 6"x 12" IIHE CYLII10ERS CAST: t:44 Pl,t ttHERE CAST: On-Site CURII{G INFOR}IATIOI{ ttlITIAl CWE: 48 hours DATE RECEIV€O AT LA8: 0n-Si te 5-5-94 FIELt) STORAGE FACILITIES: Inside Trailer 8Y: l,lark Jensen lllt{/llAX 46E DAYS DATE TESTEO TOTAI LOAD (r8s ) DIAI,IETER ( II{CHES ) AREA (sQ lll) coilP. sTR . (Psr ) TYPE OF FRACTURE CYLI}IDER IIE i GHT (LBs ) CYL II{DER UIIIT UEIGHT (PcF) 7 2S 28. 28 28 5-10-94 5-10-94 5-31-94 5-31-94 5-31-94 5-31-94 105,500 117,500 6.08 5.98 e9.03 28.09 3630 4180 snear shear OESICII STRET{GTH 4000 PsI @ 28 DAYS TESTS BY LABORATORY PERSOIII{EL ARE IlI ACCORDAI{CE }IITH APPLICABLE ASTiI I.IETHOD5 UIILESS OTHERUI5E IT(]TED s$,lE I llFoRtlAT l0ll 0F TEST ntPoRT ilAy BE pRovtDeD By oTHERS REIIARKS: COPIES: R.A. llelson & Associates, Inc Town of Vail; l{estern }lobi le; J V A, Inc.i Gwattmey Pratt Schultz Carolyn Adams Sobby J. Hays FIELO OBSERVER APPROVEO 8Y Ar . nutual piotactlon to ellanta. thr publlc cIl.|tt5r .nd .{thorlzrtlon tor publlc.tlon otpcrdltr8 our rtltt.n .pFFov.l. S.uplct wlll bcln r.rltlng. A rEnb.r ot th. M grouF ol conp.nl.. a||al o|rr3clv.i, .l I rcFortt 3trtamant3. Conclutlonr ordl3pot.d of .ft.r t.stlng ara 3lbrnlt.taal aa thc conf'ldlchtl.l prop€rty of artract3 from or raglrdlng our raportt la Flrarvrdl3 conplctcd unlari othar arrangrnrantt lgra€d to Fo|^|lr Ro. Cl4Ell3A 6/91 (3 CHEN-NORTHERN, INC. c0r{sutTmc EilGIil€ERS At{D SCIEltTtsTs REPORT OF CONCHETE TEST CYLINDER DATA T0: ilECll Enterprises JOg l{0. 4 l7B 93-3 DATE: 5-4-94Attn: Eustaquio Cofti na P,0. Box 3149 SHEET f 0F 1Vail, C0 81658-3149 PROJECT: liftside Bulldlng, east of lfesthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, Colo, PLACEI4EIIT LOCATIOII :Footing Pad at P.6 and C Lines. BATCH TICKET ItlFoRilATIoll SUPPLIER: Uestern lilobile rRucK ll0. 189 TICKET 1{0. 011992 illX DEStc lto. 44 TIINE BATCHE0: l0;18 Al{ TIl,lE ARRIVED: l0:38 Al,l TI}IE PLACED:10:42 Al,l-CU. Y0. L0AD/ACCU||: 6ll?t12 FIELD TESTIIIG II{FORI.IATIOII SA}IPLE TET.IP: 64 "F AIR TET,IP: 45'F TIl,l€ TEST TAffl{: 10:52 At{ SLullP: 2 1/Z lll. AIR C0l{lE}lT: 5.0I 1JET UlltT IIEIGHT: --- JOB $PEC IFICATI0i{S: SLul,lP: Il{. AIR CONTEIIT: f UATER ADDED AI SITE 3 6AL. CYL II{DER IIIFORI,IATIOI{ 1{0. 0F CYLI}IOERS: 6 CYLII{DER SIZE: 6"x 12" TI|{E CYLIIIDERS cAsT: --- UHERE CAST: 0n-Site CURIil6 IflFORI.iATIOfl IIIITIAL Cuf,E: 48 houre 0n-Site DATE RECEMD AT LA8: 5-6-94 FIELD STORAGE FACILITIES: BY: Frank Potvi n l,l I tl/l,lAx A6E DAYS DATE TESTED TOTAL LOAD (L8s) DIAI,IETTR ( n{cHEs } AREA (sq rfl) c0ltP. sTR. (Psr ) TYPE OF FRACTURE CYLIIIDER UE I GHT (LBS) CYL ] I{OER UI{II YEIGHT (PcF) 7 to 28 28 z8 5-11-94 5-l l-94 6-1-94 6-1-94 6-l-94 5-1-94 113 ,500 Itg .000 5. 99 6. 00 28.18 28,27 4030 4Zt0 col urnar col umnar DE5IGII STREI{GTH 4OOO PSI C 28 DAYS TTSTS BY LABORATORY PERSO]II{EL ARE I1{ ACCOROAIICE !'ITH APPTICABLE AST}I I,IETHODS UiILESS OTHERT.IISE IIOTED SOI,I€ IIIFORIIATIOI{ OF TE5T REPORT I.IAY BE PROVIDEO 8Y ()IHER5 REI{ARKS : C0PIES: R.A. ilel son & Associates, Inc.l Tom of Vall; Yestern l,lobi le; J Y A, Inc,; Guattmey Pratt Schultz:Caro'lyn Adams Bobby J. Hays FIELD OBSERVER APPROVED BY Ar r mutuil prot.ctlo[ to cll.nts, th. publlc lnd olra.lv.i, .ll r.por.ti.r. submlttld rr tha confldl.ntl.l prop.rty of cllantr, and.sthoilzatlor for Fubllc.tlon ol rtrtadcnt3. Conclualorit or. €xtrict3 fr.orr or r.g.rdlng our r€portr ls raacrvcd pcnd{hg our r.i{ttch rpptovrl. S.rml€3 trJ'll b€ dlrpoecd of after t.Btli|g li co.pl.t.d unl.ss oth!r.ri!ng.|tl.ntt.gr'..d to ln wrl t lng. A n|drb.r ol thc !!! grosp ot companlca , Fonr' fio. Ctl€lI3A 6/91 I ..:] CHEN-NORTHERN, INC. c0ilsulTtt{c Er{6I]{EERS At{D SCIEilTISTS REPORT OF CONCRETE TEST CYLINDER DATA A3 a nutual protactlon to clltntr. th. Fubllc rnd ours.lv.ar .ll r.port3 a!a 3ubrltt.d .r th. con?ldl.ntl.l prop.rty of clla[t5, and atthorlzdtlon for publlcrtlon oi rtataornt3, Concl{3lonr o|. axtr.ctr from oF ragardlng our roportt l3 iaaarvadpchdlng our *rttt.n .pprovrl. S|nFl.r rlll b. dlipor.d ot.ft.r- t.rtlhg 13 cofiIl.t.d unl..r othcr $r.nEiilniant! .gr.ed toln *r.ltln!. A nsrbor 6f the E!! gro{t of coftprnl.3 For||| o. cMEll3A 6/91 ': T0: l'lECl,l Enterpri ses JOB l{0. 4 178 93-3 0ATE: 5-5-94Attn: Eustaquio Cort i na P.0. Box 3149 SHEET I oF t Vai l, C0 81658-3149 PR0JECT: Liftside Building, east of Yesthaven 0rive and gestin Hotel , South Frontage Road lrest, Vall, Coio. PLACE',IEI{T LOCATIO}I :Footlng Pad and torest Section of Radius. BATCH TICKET II{FONUATIOII TRUCK ilo. 1I9 TItfE EATCHEO: 2.ZB PA TICKET flo. 012040 TII|E ARRIUED: 2246 Pl,l SUPPLIER: llestern llobi I eilIr DESIG t{0. 44TIiIE'PLACED: Cu. YD. LoAD/ACCull:. 7!7121! FIELD TESTII{G ]IIFORHATIOI{ Tlllt TEST TAKEII: --- JO8 SPECIFICATIOI{S: 5LU].IP sLultP --- It{. I1{ . SAMPLE TE}IP: AIR COl{TEllT: --- i AiR COi{TEI{T: I 64 "F AIR TEIiIP; 50 OF UET UIIIT UEIGHT: -- IJATER ADDEO AT SITE -- GAL. cYLmo€R IltFoRlrATIorl l{0. 0F CYLIilOERS: 6 CYLII{OER SIZE: 6"x 12" TII'IE CYLIT{OERS CAST: IIHERE CAST: On-site CURIIIG IilFORI.IATIOII II{ITIAL CURE: 24 hours On-Site I)ATE RECEMD lT LA8: 5-6-94 FIEL0 ST0RAGE FACILITIES: lnside Trailer 8Y: Frank Potvin l,lll{/llAl AGE ltAYS DATE TESTED TOTAL LOAD (LBs) D IAIIETER ( tl{cH€s } AREA (SQ lil) c0lrP. sTR. (Pst ) TYPE OF FRACTURE CYLIIIDER YE IGtT (tBs) CYt IIIDER UI{]T T'EIGHT (PcF ) 7 7 28 28 28 ?a 5-I2-94 5-12-94 6-2-94 6-2-94 6-e-94 6-2-94 107 ,500 I t0, s00 5.99 6.08 28. l8 29.03 3 810 3810 shear sneaf DESIGI{ STREI{GTH 4OOO PsI O 28 OAYS TT5TS BY LABORATORY PERSOIII{TT ARE I1{ ACCORDAIICT !'ITH APPLICABLE ASTI,I TIETHOOS UI{LEsS OTHERUISE IIOTEO SOI{E IiIFORIIATIOI{ OF TEST REPORT I.IAY 8E PROVIOED 8Y OTHERS R€iiARKS: o air or sl unp stest uere perfonred, as ee were not informed of this concrete placement until r,€ Here on-site for backfill observatlon. C0PIES: R.A. llelson & Associates, Inc.; Tom of Vail; ll,estern llobile; J Y A, Inc.j Gnatlmey Pratt Schultz;Carolyn Adans Bobby J. tlays FIETD OSSERVER APPROVED 8Y CHEN.NORTHERN, INC. COIISULTII{G ETIGINEERS AIIO SCI EIITI STS REPORT OF CONCRETE TEST CYLINDER DATA T0: t'fECll Enterprises JOB l{0. 4 178 93-3 OATE: 5-2-94 Attn: Eustaquio Cortina P.0. 8ox 3149 SHEET I 0F IVaiI, C0 81658-3149 PR0JECT: Liftside Euilding, east of t'lesthaven Drlve and lJesti n Hotel, South Frontage Road llest, Vall, Colo. PLACEI'IENT LOCATIOI{ :Pad at B and P,lO Line. BATCH TRI'|CK TIH€ TICKET II{FORI.IATIOI{ l{0. 189 BATCH€O: t2:21 Pll TICKET 1{0. 011952 TlllE ARRIVED: t2:43 Pil TII,IE SUPPLIER: l{estern Hobl Ie t{Ix DESIGI{ ll0. 44 PLACED; l: l0 Pl,l-CU. Y0.10A0,/ACCUM: 717l14 FIELO TESTIII€ IHF()R}IATIOil TIf,lE TEST TAKET{: l:14 Pl{ JOB SPECIFICATIOIiS: SLUllP: 2 3/4 Ix.SLUIIP: Ill. SAI{PLE TEI,IP: AIR COllTEllT: 4.6X AIR C0l{TEllT: X 64 .F AIR TETIP: 30 .F l,€T Ul{t T VEIGHT: !42.4 IJATER AODEO AT SIT€ -- GAL. CYLIIIDER I IIF{N,INTI OII l{0. 0F CYLII{DERS: 6 CYLIilOfR SIZE: 6"x lZ" TIil€ CYLII{OERS CAST: L:24 PA I{HERE CAST: 0n-site CURIIIG I}IFORI.IAT IOI{ IilITIAL CURE: 0n-Site FIELD ST0RAGE FACILITIES: Inside Trailer DATE RECEMD AI LAB: 5-5-94 8Y; llark Jensen l'tltul'lAx AGE DAYS DATE TESTED TOTAL LOAD (LBs) D IAIiIETER ( IilCHESl AREA (sQ ilr) cor,tP . sIR. (PSl ) TYPE OF FRACTURE CYL I tID€R YE I6HT (LBs) CYLII{DER UI{1T VE I6HT (PcF) 7 7 e8 ZB 28 z8 5-9-94 5-9-94 5-30-94 5-30-94 5-30-94 5-30-94 97,500 99,500 5.98 ). Y)' 28.09 28. 18 3470 3530 shear snear OESICI{ STREI{GTH 4000 PSI 0 28 DAYS TESTS BY LAEORATORY PEftSOIII{EL ARE TI{ ACCORDAIICE I{ITH APPTICAELE ASTI'I I'iETHOOS UI{LESS OTHER!'ISE NOTEI) SOHT IIFMilATIOI{ OF TEST REPORT I,IAY BE PROVTDED BY OTHERS REHARKS COP IES: Town of JVA, R.A. llel son & Associates, lnc Vai l ; Lfestern llobiIet Inc.; Gratlmey Pratt Schul tz Carolyn Adans Sobby J. Hays FIELO OBSERV€R APPROVED 8Y Ar . |ruts.l paot.ctlon to cll.ntt, th. publlc cllrntr. .|rd .rthorlzatlor lor publlc.tlcn of ,.ndl6g our rrlttcn .pprovrl. Sr.Fl.r illl b. In rrltlr|g. A |n.inb.i of th. EI! groilF of cd$lnlet rnd our3.lv.t. r'l I r.Portt 3t.tsnlrt3. Conclu3lont o|. dlipo..d of rtt.r t.rtlhg .ra 3ub lttcd r. th. confldl.ntlrl prop.t"ty of crtrrcta fro{l or ragrrdl|lg ou|. rcPorti lt rct'rY'c l3 co|r|Dlatad unlGat ;ther arFange|trcnt!t aEr"c to For flo. CHEll3A 6/9r o CHEN.NORTHERN, INC. cor{suLTilr6 EilGtilEERS A]{D SCI EilTISTS REPORT OF CONCRETE TEST CYLINDER T0: ltECll Enterpri ses JoB l{0. 4 178 93-3 oATE: 5-9-94 Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F I VaiI, C0 81658-3149 PR0JECT: Liftside Building, east of l{esthaven Drive and Vestln Hotel , South Frontage Road lJest, Vail, Colo. PLACEI{EIIT L0CAII0?{: 0eck Topplng and Footing Pad at "A" Line and P.8. BATCH TICKET Il{FoRl,tATI0ll SUPPLIER: Vestern l'lobl I e TRUCK flo. l6t TICKET l{0. 0t2080 iltx 06sIG}l t{0. 44 TIll€ BATCHEo: 3:14 Ptl TIIIE ARRIVED: 3:30 Pl'l TltlE PLACEO; 3:40 PM-CU. YD. L0AD/ACCUM: |l?Ll?l! FITLO TTSTIIIG IIIFORI{ATIOII Tll.lE TEST TAKEI{: 3:50 Pll JtlB SPECIFICAT IOTIS: SLUI'IP: 3 SLtf,lP: llax.4 Iil. I l{. SAHPLE IEI,IP: AIR C0I{TEl{T:4.6I AIR COliTEl{T: 4-8X 68 "F AIR TEI.IP: 45 "F UET UNIT VEIGHT: 143.? UATER ADDEO AT SITE -- GAL. CYLINDER II{FORI{ATIOt{ !{0. 0F CYLIT{DERS: 6 CYLII{DER SIZE: 6"x 12" TIl,lE CYLIT{0ERS CAST: --- IIHERE CAST: 0n-Site CUR II{6 I IIFORTAT I OII I]{ITIAL CURE: 48 hours DATE RICETVED AT LA8: 0n-Si te 5-ll-94 FIELD ST0RAGE FACILITIES: --- BY: Carolyn Adams l,lIt{/}lAX 46E OAYS DATE TESTED TOTAL LOAD (L85 ) DIAI.IETER ( TNCHES ) AREA (sQ lil) c0,tP.sTR. (Psr) TYPE OF FRACTURE CYL IIIDER YE I GHT (LBs ) CIL II{t)ER UIIIT UEIGHT . (PCF) I I 28 28 28H 28H 5- l7-94 5-17-94 6-6-94 6-6-94 6-6-94 6-6-94 115,000 113,000 5.99 5.99 zB. t8 28.18 4080 4010 con/shear con/shear DE5I6fl STRE 6TH 4OOO PSI A ?8 DAYS TESTS BY IABORATORY PERS0I{I|EL ARE lll ACC0RI A|ICE UITH APPIICABLE AST|{ iIETHODS UI{LESS 0THERl,rtSE l{0TE0 S0l4E Il{F0Rl.lATI0ll 0F TEST Rtp0RT l.lAY BE PR0VIDED BY 0THERS REI'IARKS : C0PIES: R.A. ]{el son & Associates, Inc.; Toun of Vail: ltestern lloblle; J V A, Inc.; Gwatlney Pratt Schultz;Carolyn Adams Bobby J. HaYs FIELO OESERVER APPROVED BY Aa . nutu.l Frot.ctlon to cll.rtsr th. prbllc cllantr. and .t tlro.lz.tlon tor Publlc.tlor of pardlng our wrltten .pprovtl. S.tDtI.t rlll b. In t.rltlng. A i|. bar of ttra !I! grouP ol co.|Frnlag and oura.'l v.t, .ll r'aporta ttatsnant!. Conclrslort or dlrFored of rat.r t!!tl|ig rr. rub|lltt.d 15 th. conf{dlcntlat pt'ot rty of .rtr.ctr lFo or rcglrdlng oor raportt l! r.s.rvrd Ir coi|9lctcd snlct3 othar arrangafiantt agr!.d ta Forrt| tlo. Ct{Ell3A 619l CHEN-NORTHERN, INC. cot{suLTIl{G EilG$|EERS At{o SCIET{TISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: l'lECl,l Enterprl ses J08 ilO. 4 178 93-3 0ATE: 5-10-94Attn: Eustaquio Cortl na P.0. Box 31i19 SHEET I 0F IVail, C0 81658-3149 PR0JECT: Ltftside Eulldlng, east of l{esthaven Drive and l$esti n tlotel , South Frontage Road Uest, Vail, Colo, PLACEI,IETIT LOCATIOI{ :Footing on A Line; 63' - P.I0. BATCH TICKET I I{FORI{ATIOI{ SUPPLIER: lIegtern l.Iobi Ie TRTCK lt0. ltg TICKET 0. 012114 IIX DESIGN t{0. 44 TIifE BATCHE0: 5:34 Pll TlllE ARRIVE0: 6:00 Pll TIIIE PLACED: 6:05 Ptt-CU. YD. LOAO/ACCU : TlZL FIELD TESTI|IG IrF0RI.iATIoH SAf.tpLE TEl,tP: 68 'F AIR TEHP: 66 "F T Il.'lE TEST TAKET{: 6:10 Pil SLU}IP: I l/4 I1{. AIR C0llTEt{T: 4.0X UET UNIT UEIGHT: 142.1 JOB SPECIFICATI0iIS: SLWP: Iil. AIR C0I{TENT: X TATER A0DED AT SIlf -- GAL. CYLII{D€R II{FORIIATTOil l{0. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 1?" lltlE CYLII{DERS CAST: 6:15 PH IIHERE CAST: On-Site CURIIIG IIIFORI,IATIOII INITIAL CURE: 0n-Si te OATE RECEIVED AT LAB: FIELD STORAGE 8Y: --- FACILITIES:il {/itAx AGE DATS OATE TESTEO IOTAL LOAO (L8s ) OIM€TER ( lricHEs ) AREA (sQ Ir{) cotrP . sTR. (Ps r ) TYPE OF FRACTURE CYL INDER UE I6HT (LBs) CYLI I{DER UI{IT VEIGHT (PcF ) 7 7 28 28 e8H 28H 5-17-94 5-17-94 6-7-94 6-7-94 6-7-94 6-7-94 l3l,000 t30,000 6.00 6.00 28.2t 28.21 4630 4600 con/shear con/shear OESIGTI STREIIGTH 4OOO PSI @ 28 DAYS TESTS 8Y LASORATORY PERSOI{I{EL ARE III ACCORDA}ICE HII}I APPLICABLE AST}I IIETHOOS UTILESS OTHERUISE IIOTED SO}I€ IIIFORIIATIOII OF TEST REPORT I,IAY BT PROVIDED 8Y OTHERS REIIARKS: CoPIEs: R.A. llelson & Associates, Inc. Town of Vail; yestern iloblle; J V A, lnc.; Grathney Pratt Schultz;Brian Scanlan Eobby J. Hays F]ELD OESERVER APPROUEO 8Y At r nuturl piotactlon to ctlentr. tha publlc and osrsalvar. rll raport!cllarts. rnd authorlzctloi tor Dubllcrtlon ot rtrtr ntr. Conclq.lcnr o|" Fandlng orr vailtt.n .pprovrl, S.rlles Flll b. d{tpoJod ol !ft.r t.stlngIn niltlng. A hdDbcr of tha EI! grou! of cornp.ni.s ar. sultrrlttcd a3 thr corfldlcntl.l prop.rty ot .rtrrct3 froft or r.gardlng our rGport. ls rc3.rvad tt compl.tGd url.3s othar artlngamcnt3 agr.cal to Form i{o. Cf.lEl l3A 6/91 (tEa a CHEN.NORTHERN, INC. coilsutTIlrc Et{6IIEERS A]{D SCITilTISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar I nutual prot.ctlor to cllatrt3, th. publlc rnd our.r.lv.3r .ll irportr !r. rubhlttcd.s tha conlldl.ntlal propcrty of cllanta, and authorlratlcn tor F{bllcataon ot atataa.nta. Conclrtlohi or axtracta fr.oa|| or ragardlng our Faports It rcaatvad p.ndlng o|rr. i,rltt.n rpFrov.l. s..r!l.t r.ill b. dtrpo3.d of.ttcr. t.rtlrE {3 co|nplatad unl.55 oth.r.rf.ngdi.nts agra.d to In xrlttng. A idnt.r 6f th. E!! E oup ol coGtrnl.. For |.0, cl€ll3A 619l T0: l4ECtl tnterpri ses JOg ll0. 4 178 93-3 DATE: 4-19-94Attn: Eustaquio Corti na P.0. 8ox 3149 SHEET 1 0F 2VaiI, C0 81658-31'19 PRoJECT: Liftside Building, east of lfesthaven 0rlve and ldestln Hotel , south Frontage Road tJest, Vail, Colo. PLACEf.lEllT L0CAT l0ll :Stair core rrArr, stair treads BATCH TICKET I l{FoRllAT I01{ SUPPLIER: trestern }lobile TRUCK l{0. ll7 TICKET 110. 0l 1771 ltIX DESIGII tlo. Stair pan mix 44 TIIfE EATCHEO: 8:38 All TIHE ARRIVED: 9:05 Alil TlllE PLACEO: CU.YD.L0AD/ACCUiI: 7/7114 FIELD TESTIIIG Il{Fffil,lATI01{ SAI,IPLE TEiIP: 68'F AIR TEI4P: 457 TIl,lE TEST TAKET{: 1l:05 All SlullP: 5 Il{. AIR COl{TEtlT: f{A I ttET UlllT UEIGHT: l{A JOB SPECIFICATI0IIS: SLUI{P: 4 lll. AIR C0tlTEllT:4-8 X TJATER ADDED AT SITE GAL. CYt IIIDER I ltF0Rt'l/lT I Ot{ ll0. 0F CYTII{DERS: 6 CYLI]{OER SIZE: 6"x 12' Tl}lE CYLI DERS CAST: ll:15 UHERE CAST: On-Site cuRIt{6 It{FoRilATI0t{ Il{lTlAL CURE: 48 hours 0n-Site FIELD ST0RAGE FACILITIES: DATE RECEIVED AT LAB: 4-21-94 BY: FranK Potvin }'{I I{/I,I ( AGE DAYS OATE TESTED TOTAL LOAO (tBs) DIMETER (ilrcHEs) AREA (sq lfl) coltP.sTR. (PSr ) TYPE OF FRACTURE CYL IIIDER I{E IGHT (LBS ) CYL I I{ DER U}I IT IIEIGHT (PCF) 7A 7A 284 284 284 ?84 4-25-94 4-26-94 5-17-94 5-17-94 5-17-94 5-17-94 77,500 82,500 120,000 lt8,500 il4 ,000 l13,000 6.08 5.08 6.08 6.09 6.00 6.00 29.03 29.03 29.03 29.13 28.27 28.27 2670 2840 4130 4070 4030 4000 shear shear con/shear con/shear con/shear con/shear DESIGII STREIIGTH 4OOO PSI O 28 DAYS TESTS BY LABoRAT0RY PERSolll{Et ARE lfl ACC0RDAI{CE UITH APPLICABLE AsTf,| 1.|EIH0DS UllL€SS oTHERUISE i{0TED SOI,IE II{FORI'IATIOIII OF TEST REPORT I'IAY 8E PROYIDED BY OTHTRS REiIARKS: Carolyn Adams Bobby J. Hays FIELD OESERVER APPROVED 8Y COPIES: R.A. l{elson & Associates, Inc Toxn of Vail; Uestern f{obi le; J V A, Inc.; Gwathney Pratt Schultz -ta CHEN.NORTHERN, INC. co sulTIltc E1{6It{EEnS A 0 SCtEt{TISTS REPORT OF CONCRETE TEST CYLINDER DATA A5 r nutual Piotactlor to cll.nt3r tha p{bllc.nd orrr.lvcr, all rcportr.r. atrbmltt.d .r th. contldl.ntlal propcr.ty ofcllentr, and author{artlon tor pubtlcatlon ol rtataoantt. Conclualont or Grtircti tro6 or r.gar.dlng our rcportr ls ratarvadp.ndlng our ',rltt.n rFpr.vrl. S.hPl.r tlll b. dlipos.d of.ftcr t.ltlng lr coopl.t.d snl.tt other irrrngmcntr rgr..d tolr rFl t tnd -A r*trr 5l th. tsI! grorp of codp.nl.3 FoFnr o. t,€f.l3A 6/91 T0: f'lECl'l Enterpri sesAttn: Eustaqui o Cort i na P.0. Box 3149faiI, C0 81658-31,19 JOB ll0. 4 178 93-3 DATE: 4-19-94 SHEET ? OF 2 PR0JECT: Liftside Building, east of uesthaven Drive and llestln tlotel , South Frontage Road Uest, VaiI, Colo. PtAcEllEtlT l0cATIOl{: Eas! core llall Parking Ranp; sarnpl ed at First Floor and Loyer Half. BATCII IICKET IllFORl4lTI0t{ SUppLIER: t{estern itobt I e TRUCK ilo. t50 TtcKET ilo, 0l 1782 IIX oESrGil flo. 44 TII'fE BATCHED: 2:31 Pl{ TIIIE ARRIVED: 2:50 Plt IIIIE PLACEO: 3:04 P}|-CU.YD.!0A0/ACCUI{: 717128 FIELD TESTIIIG IIIFORI,IATIOI{ TIIIE TEST TAKEI{: 3:18 Ptl JO8 SPECIFICAIIOI{s: SLUI{P: 3 l/2 I t{. SLUl,lP: 4lll. SAI,IPLE TE}IP: AIR C0liTEl{T: 5.31 AII COl{TEilT:4-8 I 70"F AIR TEIIP: 55"F UET Ul{ IT trltiGHl: l{A I{ATER ADIED AT SITE O 6AL. CYLIIIDER IIFORI.IATIOI{ l{0. 0F CYLIiIOERS: 6 CYLI}|OER SIZE: 6"x 12" TIiIE CYLI|IOERS CAST: 3:28 Pt{ I{HERE CAST: 0n-Site CIRII{G IIIFORI,IATIOTI II{ITIAL CURE: 48 hours 0n Site FIEL0 STWAGE FACILITIES: Trailer OATE RECEIVED AT LAB: 4-21-94 8Y: Frank Potvtn l.lll{/ttAl AGE DAYS DATE TESTED TOTAL LOAD (LBS) tlIAI,IETER ( Ir{cHES ) AREA (sQ I[) co P. sTR. ( PSr ). TYPE OF FRACTURE CYTIIIDER VEIGHT (LBs) CYL II{DER UIIT HEIGHT (PCF) 78 7E e8B z8B 288 288 4-26-94 4-26-94 5-17-94 5- 17-94 5--17-94 5-17-94 95,000 95, s00 l?8,000 t30,500 125,000 132.000 5.99 5.99 6.09 6. 09 6.08 6.00 28. 18 28. 18 29.13 29. 13 29. 03 28.27 ??7n 3390 4390 4480 4310 4670 snear shear con/shear con/shear conlshear con/shear DESIGII SIREI{GTH 4OOO PSI O 28 tlAYS TESIS BY LIBORATORY PERSOIIIIEL ARE II{ ACCORDAI{CE VITH APPLICAELE ASTI.I I,IETHODS UIILESS OTHERYI5E ]{OTED SOI,IE IIIFORI.IATII}I{ OF TEST REPORT I,IAY 8E PROVIDED 8Y OTHERS REI4ARKS: C0PIES: R.A. t{elson & Associates, Inc.; i Toun of Vail; Uestern llobile; I J V A, Inc.; Gwathney Pratt Schultz; I Carolyn Adams Bobby J. Hays FIELD OESERVER APPROVED BY CHEN.NORTHERN, INC. c4t$,trtxc E*GI||EERS AltD sctElttsTs REPORT OF CONSTRUCTION ACTIVITIES TO:llECl'l Enterori sesAttn: Eustaquio Corti na P.0. Box 3149YalI, C0 81658-3t49 JOB t{0.178 93-3 DATE: 4-28-94 DAILY REPORT IiO.63 SHEET PROJECT: Liftstde Building east of llesthaven Orive and llestin llotel . South Frontage Road l{est, Vail, Col orado. IJEATHER COI{DITIOIIS AI{O TEI{PERATURE COIITRACTOR' S COI{STRUCIIOII ACTIVITIES PERSOIIIIEL: ilAJ0fi EQUIPT,TEI{T: ACTIVITIES: CHEI{-IiORTHERR'S SITE ACIIVITIES The contractor had recompacted top lift of nraterial placed late in the afternoon of April 27, 1994, prior to placing the flrst lift of dredge rock mater'lal today. Fhis Iift was placed and cornpacted on "A" Line between P.7 Line and P.l0 Line. l.lateri al arrlved on-site containlng adequate moi sture. Several feet of this backfill rnaterial ras placed rithout our observation between thls date and report of last observation. The contractor also rarped flll naterial dom betreen the east parki ng ramp core and retainlng wall north of "A" Line. Flll naterial was pl aced frdn approxirately elevation 56,0' to 58,0'. Two addltional lifts nere placed and adequately conpacted betwe€n P.7 Line and the east ramp core. The contractor is also rermvi ng lagging on the bottonr of shorlnq vral I as backfill is pl aced. VERBAL COI,I}IUIIICATIOI{ UITH COIIIRACTOT, EilGII{EER, ARC}IITTCT, OJI{ER COPIES: R.A. .l{elson & Associates, Inc.; J V A, Inc. ; Gwatlmy Pratt Schul tz i Torn of Vail ; I I Carolp Adans FIELD OBSERVER Fred R. Caneron APPROVEO BY Ai. ||rst{.| Diot.ctlon to cll.ntr. tha publlc r|rd our.alvar, .ll i.portr .r. rtjlilttad .r th. confldantlrl proparty ot our cIl.rt3. rnd authorl:atloir for publ f.rtlor of rtrtaaairt, Cohclqalona or ritrtctr ir.on cr. r..grrdlng our r-.port5 lt raaar.vad pandlng our erlttan lpProvrl. Srhpl.r |{lll b. dlspor.d ot .ltF taatlhg l. co6pl.t.d u|rlati othai arr'.nga .ntr |ra agracd to ln r.rltllrg. A n db.r ot the !!! group ol companla3 CHEN-NORTHERN, tNC. c(nsuLT tc EltcmEERs AltD sctEftTrsTs REPORT OF CONSTRUCTION ACTIVITIES TO:tlECll Enterpri sesAttn: Eustaqulo Corti na P.0. Box 3149VaiI, C0 81658-3149 J08 ll0. 4 178 93-3 0ATE: 4-?8-94 DAILY REPORT IIO. 63A SHEET I OF PRqIECT: Liftside Buildtng east of Uesthaven Drtve and l,lestin Hotel , South Frontage Road lJest, Vail, Colorado, VEATTIER COI{OITIOI{S AIID TEIIP ERATURE COIITRACTOR'S COI,ISTRUCTIOI{ ACTIYITIES PERSOI{IIEL: iIAJOR EQUIPI.IEilT: ICTIVITIES: CHEII-I{ORTHER}I'S SITE ACTIVITIEs llhile on-site for other materiai testing, ue noticed that the contractor xas installingexterior sheathing nraterial ln area of west wall of Untt B-51. This area is noted as a below nlnlmum thickness fireproofing test on "A" Col unn in exterior nall. Rolllng plains had planned on respPaying this colurn when scaffolding was erected prior to installatiJn of exterior rock.since Rolling Plains $as not on-site, R.A. l{el son personnel applied an addt onal layer offi reproofl ng naterial on the vrest slde of this colunn whiCh brought thicknesses up to speci fi cati ons. VERBAL C0t{l'lul{ I CAT l0ll IJITH C0I{TRACT0R, Et{GIl{tER, ARCHITECT, Ot{xER C0PIES: R,A, llel son & Associates, Inc.J V A, Inc.; Grattmey Pratt Schultz Town of vair'j Carolyn Adams FIETD OBSERVER Fred R. Cameron APPROVED 8Y Aa.r muttrrl protactlo_n- lo cllcn-ttr th. Publlc atrd ot r'a.lv.r, rll r.porta .r. 3ulmlttld .r thc coifld.ntlrl prop.ity of our cll.nt3, i|ldauthorlzatlon forpubllcatlon of statdDnt. Conclu3lon3 or alt|^acta iro.r or t.aElFding our Fapgrtr ii raiarvad iandlng our. |filttan rpprovrl.sairFl.t wlll ba dlrpoa.d ot tft.r taltlng la complctcd unleai oth.r arrrngcncibr ric .g"cci to in *itttng. - A mdrb.r ot th. !I! group ot coiD.nl.. v CHEN-NORTHERN, INC. cofsrrtTt ltc EilctltEE*s AltD sctEltTtsTs REPORT OF CONSTRUCTION ACTIVITIES T0: ltECl{ Enterprises JoB t{0. 4 l7B 93-3 DATE: 4-29-94Attn: tustaquio Corti na P.0. Box 3149Vail, C0 81658-3149 OAILY REPORT fio. 64 SHEET 1 0F I PROJECT: Liftside Building east of lJesthaven Drlve and tJestin tlotel , South Frontage Road l{est, Vail, Colorado. !,EATHER COIIOTIIOIIS AI{D TEiIPERATURE COIITRACTOR'S COIISIRUCTIOII ACTIVITI ES PtRS0t{il€L: IiAJOR EQUIPI.IEIIT: ACT]VITIES: CHEI{. ffiTHERI{'S SITE ACTTVITIES Since our last vlsit to the site, the contractor had stockpiled enough imported backfill material to place a 6-lnch to l0-inch lift south of "A" Line. l{aterial was spread and compacted t*tlle wg uere observing. Tno nore lifts were placed and compacted today. Compacti on appeared adequate and ryas achieved with Hyster Vibratory Sheepsfoot. Inported backfill naterial contained noisture and was falrly uni fonr ln content . llaterial ras placed bet*een "A" and {C', Lines and betneen P.6 and p.9 Lines. VERBAL COI.IIIUI,|ICATIOII I'ITH COIITRACTO{., EI{GII{EER, ARCHITECT, OYI{ER C0PIES: R.A. llelson & Associates. Inc. J V A, Inc.i Gratlmey Pratt Schul tz Toxn of Vat l; I I Carolyn Adams FIELD OBSERVER Fred R. Car eron APPROVED BY Ai r Ntu.l p?otc.tloh to cll.ntr, ti. publlc r|rd our..lva., !ll r.por.tr !r. iubrltted.r th. confld.htl.l pioParty of our cll.ntr, .ndruthDr{zrtlon for Publlcrtlon ot atttamcnt. Conclurlont or axtrrctr fr.oor oi rltardlng our rapgrtr l3 raaafvad pandlng our tarlttan approval.Slmpl.t rlll h. dllporcd of.tt.r t..tlng lr conpl.t.d unl.rr otlr.r lir.hg,rrhGnt3 !r. agrc.d to in wrltlng. A rFnbar ot tb. !I! group of conrp.nlar g CHEN.NORTHERN, INC. coftsutTI[c El|ctxEEts AltD sclE tTtsTs REPORT OF CONSTRUCflON ACTIVITIES T0: llECl,l Enterprl ses JOg ilO. 4 178 93-3 DATE: 5-2-94Attn: Eustaqulo Cor na P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RT tl0. 65 SHEET t 0F I PR0JECT: Liftside Euilding east of l{esthaven Drive and ttestln Hotel , South Frontage Road }lest, Vail, Colorado. I'EATHER COIIDITIO}IS AIIO TEIIPERATURE co]{'tRAcToR' 5 C0I|STRWTI0I{ ACTMTIES PERSOI{IIEL: ltAJ0R EQUIPT,TEI{T: ACTIVITIES: CHEI{-I{ORTHTRI{'S SITE ACTIVITIES Liftside ras rorking under blizzard conditions when ue arrived this mornlng, The contractor had placed flrst lift and uas in process of compacting dredge rock fill materl al south of "A"Llne at approxinately P.8 to P.i0 Lines. Footing grade steps up to elevation 62.3' at approximately Line P.10.3 and dredge material has teen placed to within 6 to I inches of that elevation. l{aterial had good rolsture and adequate conpacti ve effort is being applied with llyster Vi bratory Sleepsfoot. VERBAL COIIXU]I ICAT I OII UITH COiITRACTOR, EI{GIIIEER, ARCHITECT, OUIIER COPIES: R.A. l{elson & Assoc'iates, Inc. J V A, Inc.; Grathrcy Pratt Schultz Town of Vail; I I I I Carolyn Adams FIELD OESERYER Fred R. Caneron APPROVEO 8Y Ai ! nsturl protrctlon to cllantr. tha lqbllc crrd ourtalv.r, rll r..tortr ar. iqbnltt.d ri th. confld.ntfil proprity of our cllcnt3. rtr.losthorlratloir for publlcatlon ot tt.triGnt. Conclu3lonr or artracta aron or r.g.rdlng our r.por-t3 li r.3.rv.d pcnrllrg ourrriltt.n apFrovrl. S.mpl.r wlll br dltpo..d of rftar ta3tlng l! coopl.t..l unlosr oth.r.rrrngdn nti rr. agr..d to ln wtltlng. A t rhbcr cf thc EI! group of cqrpanlaa l(' CHEN.NORTHERN, INC. oolsuLT tG EftGmEERs AIO SCtE[ItSTS REPORT OF CONSTRUCTION ACTIVITIES TO:llECll Enterpri sesAttn: Eustaquio Cortina P.0. Box 3149Vail, C0 81658-3149 J08 t{0. 4 178 93-3 0ATE: 5-3-94 DATLY REPORT I{0, 66 SHEET I OF I PRoJECT: Liftside Sullding east of Uesthaven Drive and llestin Hotel ,South Frontag6 Road lJest, Vail, Colorado. I,EATHER Cot{Dlllotls A}lD TEIIPER.ATmE COIITRACTOR' S COI{STRUCTIOI{ ACTIV ITI ES PERSO TIEL: ilAJOR EQUIPIIEI{T: ACTIVTTIEs: CHEI{-I{ORTHERI{'S SITE ACTIVITIES The contractor placed and compacted imported backfill material south of and in area of footing pads on "B" Line on 6rid Lines P.9 and P,8. llaterial had adequate compactive effort applied by Hyster Vibratory Sheepsfoot. The pads at P.9 and P.8 were poured this afternoon. VERBAL col'll'lut{IcATIof{ I,ITH C0I{TRACT0R, El.|6II{EER, ARCHITECT, 0t,llER C0PIES: R.A. J V A, Inc, ; llel son & Assoclates, Ino. Gwattmey Pratt Schul tz Town of Vai l; I I I Carol yn Adans FIELO OBSERVER Fred R. Caneron APPROVED BY 44. nutual protactlon to cll.nta. th. publlc rnd our3.lva3, .ll raport3 ara subnitt.d.! th. confld.ntlal Prop.rty ot our cll.nt., rnd ruthorlzrtloir for publlcrtlon of rtat.n.irt. Conclu.lont or citrrctc iron or ragrrdlng our rcport3 ls rcaerv.d pandlng ourwrlttcn lpprovrl. S Dlei rlll ba d{rposad of aftar t.it{ng l! coftpl.t.d unl..r oth.r errrngananta ar. rgrc.cl to tn |JFltlng. A r|.rnh.F ot th. !I! Eroup of co prnlrt ,/ CHEN-NORTHERN, INC. CO ST'LITIIG EIIGIilE€N,S AID SCIET'TTSTS REPORT OF CONSTRUCTION ACNVMES TO:llE0ll Enterpri sesAttn: Eustaquio Corti na P.0. Box 3149Vail. C0 81658-3149 JOB l{0. 4 178 93-3 DATE: 5-4-94 DAILY REPORT I{0. 67 SHEET 1 OF I PR ECT: Liftside Building east of Yesthaven Drive and Vestln Hotel , South Frontage Road tJest, Vail, Colorado. I{EATHER CollDITIol{s AllD TEI,IPERATURE coltTRA[,ToR's cottsTRucTloil AcTIvtTlEs PERSOIIIIEL: ilAJOR EQUIPiiEI{T: ACTTVITIES: CHEII-I{Oi,THERII ' S SITE ACTIVITIES conttactor was placing dredge rock backfill material around the southeast radius of east parki ng ranp core. They also recountoured the araa in the northeast radius of the ramp core and recompacted auterial with a large Bollag for continuous footing pad (steps) and outside core wall. VERBAL CIlr,ll,rUilICATI0r{ UITH C0ilTRACToR, EilGI[Et3, ARCHTTECT, OrJr{ER C0PIES: R.A. Nel son & A$oci ates, Inc.; J V A, Inc.; Gnatlmey Pratt Schultz;fovn oC Vai t ; j Carolyn Adams FI€TD OBSERV€R Fred R. Caneron APPROVED 8Y Ai a muturl ptotactlon to cll.ntar tha pubtlc ard oqrralv.r, rll raport3 rra aubmlttad ar tha confldantlal proparty ot our cll.nt5, rnd aothorlzrtloh ilo|. pqbllcrtlo$ of itrt.ncit. Conclurfonr or.rtractt iron or r.g.rdlng our iaForlt l3 r.3.rv.al p.ndlng our |{FI tten .pprova I . 3{41.3 rtll b. dl3porid ol altcr t.3tfiig ts corrpl.t.d url.rr othar rrFang.|n ntt rt. rgi.ad to In }.tltltrg.t'A n|aribeF ol th. !!! group of corDrnl.3 CHEN-NORTHERN, INC. G'IISULT T 'IG ETIGITEEFS AIO SCIEIITISTS REPORT OF CONSTRUCTION ACTIVITIES T0r l,lEcll Enterprises JoB ilo. .4 l7B 93-3 DATE: 5-5-94Attn: Eustaquio Corti na P.0. Bo)( 3149lrall, C0 81658-3149 DAILY REPORT t{0. 68 SHEET I OF 1 PR0JECT: liftside Euildlng east of Uesthaven Drive and lJestln Hotel , South Frontage Road tlest, Vail, Colorado. VEATHER COI{DITTOI{S AIIO TEIIPTRATURE : COI{TRACTOR'S COIISTRIJCTIOII ACTIVITIES PERSOIIIIET: }|AJ0R EQUIPT,TEI{T: ACT]UITIES: CHE}I-]IOR,THERI{'S SITE ACTIVI T1 TS Today the contractor concentfated on placing backflll nEterial on the east and southeast sideof the east parki ng ranp core. l'lore of shoring wall on "A" Line rvas renoved and flll ras cctmacted under the re|nalnlng wallwith a s||!al I BollaE Vibrating Sheepsfoot. VERBAL COI{IUI{ICATIOII T'ITH COIITRACTOR, EI{GI }IEER, ARCHITECT, OUIIER COPIES: R.A. J U A, Inc, ; llel son & Associ ates, Inc. Gratlrney Prati Schul tz Tom of Vail;l I Caro lp Adams FIELD OESERVER Fred R. Can|eron APPROVED BY Ar a t turl prot.ctlon to cll.ntrt th. publlc rnd our*.lv.r, rll r.Dortr rra 3ubmlttad a3 th. contld.ntt.l proD.rty of.uF cll.nts, rndattthorllrtlon for tubllc.tlor of rt.tsr.irt. Concluilonr or.xtracti iro or r.gardlng our raport3 li rcs.rvcd icnitng'our irlttcn approvrl.Sq|Plar.Hlll ba dliFo..d of ift.r t.ltlng la compl.t.d r.nl.r3 othrr rrrrngrneitr tit rgr..i to ln rrrtttng. - A .hb.r of tlr. M gro{p of co|rp.n,l.r { CHEN-NORTHERN, INC. coilst tTrllc EIGIIEERS AilD SCIEI|IISIS REPORT OF CONSTRUCTION ACTIVITIES T0: l4[C]l Enterprl sesAttn: Eustaquio Conti na P.0. 8or 3149VaiI, C0 81658-3149 J08 ll0. 4 178 93-3 OATE; 5-6-94 DAILY REPORT I{0. 69 ' SHEET I OF I PR0JECT: Liftside Euilding east of llesthaven Orive and gestin lbtel , South Ffontage Road llest, Vail, Colorado. UEATHER COIIOITIOI{S AIIO TEI,IPERATURE c0ltIRAcT0R's c0ilsrRucTl0il ACTIyITIES PERSOIIIIEL: HAJOR EQUIPIIET{T: ACTIVITIES: CHSI{-IIORTHERT{'S SITE ACTIV]TTES The contractor is finlshing area betreen Lines P10.5 to PlI.3 south of "A" Line in preparatlon for pl rcement of concrete on llay 9, 1994, A.l,l. Also, several lifts of imported "dredge" rock material Has placed and c{rnpacted, P.6 and P.9 Lines and "A" Line and recently poured concrete pads on "C" Li ne. Shoring tinbers are being rsnoved as backflll is placed on "A" Line. Fill was placed up to approxlmate elevation 63.0 feet. YERBAL COI,IHUII ICATIOII UITH COIITRACTOR, EI{GIIIEER, ARCHITECT, OUilER COPIES: JVA, R.A, l{el son & Associ ates, lnc.;lnc.; G*athrcy Pratt Sohul tz;Tom of Vail; I I Carol yn Adarns FIELD OESERVER Fred R. Caneron APPROVTD 8Y A! a itutsrl protGtlon to cll.ntt, the publlc and ourr.lv.i, lll rapor.ta rra alrbfrlttad r. th. cont{d.ntlll prop.rty of our ell.nt5, .nd rtthot lratloir for publlertlon of rirtqrc;t. Conelu3lonl o|..itractr iron| o|. ragardlng otrr'r'aports l3 r.3crv.d Fcrdlng orr|{rlttan lPproval. Srnplai rrlll bc dlrpor.d of rft.r ta:ting la compl.tad sll.ra othar rrfrnE.|l.nta rra agraad to ln rrltlng. A rurb.r ot th. EI! group of co$prnl.. rf,Y CHEN.NORTHERN, INC. coNsutTlilc EltcttEERs AilD sctEltTrsrs REPORT OF CONSTRUCTION ACTIVITIES T0: llEcl{ Enterpfises J08 ilo. 4 178 93-3 DATE: 5-9-94Attn: Eustaqulo Cortina P.0. 8ox 3149Yail, C0 A165{l-3149 DAtLy REP0RT ilo. to SHEET I 0F 1 PROJEGT: Ltftside Building east of lJesthayen 0rive and lrestl n Hotel , South Frontage Road Yest, Vail, Colorado. IIEATHER COIIDITIO'IS AJ{D T$IPERATIRE COfl TNACTOR'S COIISTRUCTIOII ACTIVITIES PERSOI{1{EL: UAJOR EQUtPt{El{T: ACTIVTTIEs: CHEI{-I{ORTHERI{'S S]TE ACTIVITIES lfe arrlved on-site for an early concrete pl ac€lrent which was postponed for lack of inserts in steel . The contractor requested that ne observe an excavation at the base of rarnp on the north{est corner to detemin€ yhether they had reached natural soils at bottd|t of excayation. D, Schriner rith R.A. l{el son also observed this exoavati on and agreed that natural soils tiere' exposed. The area observed sas located at approxinately P5.5 Llne and "C" Line. Several areas behind bottun of shoring nalls at P.6 Line uere also observed and deterrni ned to be in natural states. Addltional backftll (dredge rock) Has placed and compaeted betvreen approxlmately P.6+ and P.8 and concrete pads on "C" Line, lfe also observed contractor uslng trackhoe to nentoye loose natural materlal which had sloughed dorm to underneath bottcrn of shori ng wall between Lines P.5 and P.6. This naterial was replrced.rl th dredge rook and ccnpacted rith smal I BoHag Sheepsfoot, VERML COI.fl,IIJII ICATIOII UITH COTNACTOR, EIIGIIIEER, ARCHITECT, O!'I{ER C0PlESr R.A. l{el son I Assocl ates, Inc.; J V A, Inc.; Grattnny Pratt Schultz; Tom of Vail;l II Carolyr Adams Fred R. Cameron I FIELo 0BSERYER APPRoUED BY A5 r nrrtqal Frotietlon to cll.ntr, tt|. D{bllc a'|d ouBalva3. rll t.pofts rf. itrbfiltt.d !r th. confl.l.ntlal prop.rty oi orr claCntt, .nd.lthorl:atlon for publlcrtlon of ttrt.n rt. Concl{rlonr oF artracta lro|n or r.g.rd{ng o|lr rcport3 l. r.r.rvcd F.ndlag otrr $|.lttcn .pp!'ovaI. S.splar Nlll ba dlapo3ad of rftar t.3tln9 lr c<rrplet.d unlatr othat afr.ng.m.nt3 ar. rgrccd to In xrltlrg.A $b.r ot th. !I! group ot cdernl.r a CHEN.NORTHERN, INC. coitsull I ltc Etcm€ERs AltD sctExTtsTs REPORT OF CONSTRUCTION ACTIVITIES T0: I'lECl{ Enterprises JOB ilO. 4 178 93-3 DATE: 5-lt-94Attn: Eustaquio Corti na P.0. 8ox 3149vail, C0 81658-3149 OAILY REPORT ilO. tL SHETT I 0F I PRNECT: Llftslde Butlding east of l,lesthaven Orive and lJestln Hotel , South Fnontage Road lrest, VaiI, Colorado. I'EATH€R CONDITIOiIS Al{D TEHPERATURE COIITRACTOR'S COIISTRUCTIOI{ ACTIVITIES PERSOIIIIEL: ilAJ0R EQUIPl{81{I: ACTIVITIES: CTIEI{-IIORTHERII'S SITE ACTIVITIES Contlactor had placed an addltional lift of irnported dredge rock naterial and it appeared to have been adequatel y conpacted. This area was between approxirnately P.6 to P.8 Lines and "A"Line and existing concrete pads on "C" Line. llaterlal is up to approxirately elevatlon 6515 feet. Contractor also had us observe a snall excavati on at "Io Line and approximately P10.5 Line tthich had been excavated to bedrock ln preparation for a levelling course of concrete. Concrete pads 3'x3'x5' are to be placed along at specific intervals. The contractor is presently exoavdting for a blke path and re are to perfonn density testlng on both subbase and road base materials possibly as early as Friday, tlay 13, 1994. Another smal I excavation at P10 and "I" Lines was observed to be donn to bedrock for a levelling course of concrete. Another smal I foundatlon pad rill be placed at this point. YEREAL COIII.IUI{ICATIOT UITH COI{TRACTOR, EI{GI NEER, ARCHITECT,OUNER COPIES: R.A. J V A, Inc. ; llel son & Associates, Inc. &{atfmey Pratt Schul tz Totm of Vail;l I Carolp Adams FIELD OBSERVER Fred R. Caneron APPROVED BY Ar a [utu.l protactlon to .ll.nttr tha pqbllc and otiralv.s. rll raportr rr. sgbfitttod.i tb. confldcnt{al propcrty of ou-r.cllantl, lndaqthorlrltloi tof publlcatlon ot rtatarairt, Conclurloni or artractr iro or roqardlnq.ur r.poit3 lr rc3crvrd pandlng our wrlttan aFproval. S.rwl.i rlll b€ dirpoa.d of rft.r t.rtlng l3 corFl.t.d unl.lr othcr arrrngcnc:nts ar1 rgrcci to ln xrltlng' A h.mbcr of th. !Jl! group of codp.nl.r V CHEN.NORTHERN, INC. cr suLrtIG EIGIIE€RS AtO SCtEltTtsTs REPORT OF CONSTRUCTION ACTIVITIES T0: l|E0l'l Enterprises JOB ilO. 4128 93-3 MTE: 5_12-94Attn: Eustaquio Cort I na P.0. 8ox 3l'[9Vail, c0 81650-3149 . 0AIty REP0RT tio. 7? SHEET I 0F z PR0.]ECT: Liftside Euildlng east of lresthaven Drive and lfestin lbtel , South Frontage Road l{est, Vail, Colorado. ItrATHER COIIDITIOIIS AT{D IEI,IPERATURE cottTnAcT0n's c0ilsTRucTloil ACTIVITIES PERSOT{It|EL: MJOR EQUIP',IEI{T: ACTIVITIES: C}EII.IIORTHERTI'S SITE ACTIVITIES Th€ contractor is concentrating on excavatinglhy f3, l99i[ at the earliest. Tro snal l excavations on "1,' Line at p.8 and concrete in preparation for footi ng pads. btke path P.6 Li nes andwill need testing unti I Fri day, a level I i ng course ofprepanedfor VERSAL CO$'IUilICATIOII I,'ITH COI{TRACTOR, EIIGIIIE€R, ARCHTTECT,0lllrgR 0OP!ES: R.A. llelson & Associ ates, Inc.J V A, Inc.; G*atlney Pratt Schulta Toun of Vai l; I I Carol yn Adams FIELD OBSERVER Fred R. Cameron APPROVEO 8Y A3-! h{turl prot.ct{o_n_ to _cllan-t3, th. pqbllc rnd ouF .lv.!. all rrportr rr. rubdltt.d ai th. contld.ntt.l prop.rty ot oqr cll.nt3, .ndruthoFl t.t I on. loF -prbl lcrt{or| of atat.m.nc. conclu!lonr or.rtr.ctr fr.g or rcg.rdlng our F.port. Ir r.i.r.vrd i.nitng-our erlttan rppr6vrl.sanf,lr3-rllI -b.- dl3!o3.d of.ttaF tartlng l3 conpl.t.d qnl.r3 oth.r $r.rngrncntr rrl agrmi to In irltln'. _ A tneirler ot th. !I! group ot co p.nl.. r' J F -a)t-v (4, atl o ro o (ll (o o ao ao <l gll ro =e F Io !oI c E o aEl a o od (\I lfEoro I(\I N' IFlJt lrJtr|E.. at,Ll cr (\l .'t.octt -<rr (ltgFCtHAlrlrf4 (tJZt< taD azoo.llle ,i- i= EgEr1* =E=o6PEtd E ntc +,l-ogr(, -f .llo f'' Ul .F (tl I.e !lrf€3- Ct.{ Llat (' ..t tt,t-.tJ €Oil|Xqt.p:'oEtrtaooIrl C, lrlca3 COrC) ..Jlrl .P . .! (t-<r> -tsactJ.. Ho:lF ,ll q a o o c ot-ol qt I ] a Io o G !(u L' a; :c' l- ;@ o t e a, iu .c |EE ,ot t-o !l o TT c o,-I g36 :E-!, E<o_:itE:le oaa.;(t L!'g = = ut .alon€d+r e - lll tL6-.r E E oll to .,, ca! oo a.| oo 0 2 <f rLctt oI IFrJ, urtrl ..talrl cr ('l rtt ro(a- Or coeFOF.l aLf.lt}e CJ -FlEAoD eoCLlrle .i- =e=t{ ;s_ EB EE9e !:r g- =o6E A|lIg l! |ltC .|Jt-o cti(J :' oo .agl .F Ctl I.F SrfGOL GfF{ BtEL 6 art t.t o(ax@.p30cuttaolrl aJ lrl OEE cO-(JP .FUl +r . d (!-<e> -aJ o=F!O o CHEN-NORTHERN, INC. coflsulTn{G Et{GI I{EERS Al{0 scIE}tTISTS REPORT OF CONCRETE TEST CYLINDER T0: llECl,l Enterprises JoB lto. 4 178 93-3 DATE: 5-fl-94Attn: Eustaquio Corti na P.0. Box 3149 SH€ET I OF 1Vail, C0 81658-3149 PROJECT: Llftside Bulldlng, east of lresthaven Orive and gestln Hotel , South Frontage Road lfest, Vail, Colo. PIACEI.IEt{T TOCATIOI{ :Second Section Vertically of lall Betreen Approximately P10.5 Li ne , outside Radi us and 25 Line. of East Parking Core Ramp EATCH IICKET I]{F0RI|AT l0ll SUPPLIER: llestern llobile TRUCK t'to. lt4 TICKET t{0. 012138 l.tlx DE5t6r{ t{0. 44 T Il'fE BATCHE0: l2:55 Pll TIll€ ARRIVEO: l:?0 Pt'l TII'I€ PLACE0: l:39 Pl'l-CU. YD. L0AO/ACCUH: 7/r4l?8! FIELO TESIIIIG IIIFORI.IATIOII SATIPLE TEIIP: 7L'F AIR TEI.IP: 60 "F TIl,lE TEST TAKEII: l:48 Pll Sltf'lP: 2 1/2 ll{. AIR C0l{TEl{T: 4.6X lfET Ut{lT IIEIGHT: JOB SPECIFICAT I01{S: SLufiP: Ill. AIR COllTEltT: X |AT€R ADDED AT SITE 9 GAL. CYL IIIOTR IIIFORI.IATIOI{ ilO. 0F CYLI DERS; 6 CYLIXDTR SIZE: 6"x 12' TIIIE CYLII{DERS CAST: l:58 Pl,l IIHERE CAST: On-Site CI'R I116 I NFORI.IAT I OII IilITIAL CURE: 48 hours OATI RECEIVED AT LA8: 0n-Si te 5-13-94 FIELO STORAGE FACILITTES: BY: Frank Potvi n l1lil/l,lAJ( A6E OAYS DATE TESTED TOTAL LOAD (L8s ) DIAHETER ( I llcll€s) AREA (sQ It{l cof,tP . sTR. (Psr ) TYPE OF FRACTURE CYL I IIOER I..|E I GHT (L8s) CYL IIIOER UIIIT VEI6HT ( PCF) I 28 ,A 28H 28H 5- 18-94 5- l8-94 6-8-94 6-8-94 6-8-94 6-8-94 106,000 u0,500 5.99 5.98 ao. lo 28.09 3760 3930 con/spl i t con/shear DESIGII STREIIGTH 4OOO PSI E 28 OAYS TESTS 8Y LAEOflATORI PERSOI{IITI ARE III ACCORDAIICE UITH APPLICABLE ASTII I.IETHOOS U}ILESS OTHERI.'ISE NOTED SOI{E ITFORI,IATI OII OF TEST REPORT I'IAY 8E PROVIDED BY OTHERS REiIARKS: CoPIE5: R.A. flel son & Associates, Inc Tom of Vail; llestern llobile; J V A, Inc.; GrathEy Pratt Schultz Carolyn Adans Sobby J. Hays FIELO OESERVER APPROVED BY Ar . nutsal prot.ctlon to cllontr, th. p{lbllc cllantr, .nd authorla.tlor tor publlcrt{on ofpandlng our Hrlttcr rpp!'ova l. Srel.r wlll btIn wrltlng. A |l|.rrb.i of th. !!!! group of co p.nl.3 and ouiialvaa, .l I rcportrrtrtlfiant3. Conclqal onr ordl!po3.d of .ftar tcitlng .t. srbnltt.d .t th. coofldl.ntl.l proF.rty of cxtractt ?ro{i or ragardlnE our Faportt l3 r.larvao lr comDlatad (nlasr othar arrlnEdDants .grGCd to For tlo, CME1l3A 5/91 !!;' GHEN-NORTHERN, tNC. COIISUTTIIIG EI{GIIIEERS AIID SC IEI{TT STS REPORT OF CONCRETE TEST CYLINDER DATA. T0; llEcfl Enterpri ses JoB t{0. 4 178 93-3 oATE: 5-12-94Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149 PR0JECT: Liftside Euilding, east of Uesthaven Drive and llesti n Hotel , South Frontaqe Road llest, Vail, Co'lo. PTACEI.IEIIT LOCATIO'{ :Foundati on Pad on "B'r Llne; Footlng Pads on "I" Line at P.10.5 and P.I0, BATCII TICKET Il{F0Rl,lAII0l{ SUPPLIER: tlestern l{obi le TRUCK 0. 189 TICKET 0. 012178 HIX DESI6T{ 0. 44 TIf,lE BATCHED: l:55 Pll TIl,lE ARRIVED: ?:28 Pt TIiIE PLACED: 2:33 Plt-CU. YD. L0AD/ACCUH: 717lli! FIELD IESTIIG ItlF0RilATI0l{ SAIIPLE TEMP: 12 "F AIR TEl,lP: 60 oF TIiIE TEST TAKEII: 2:39 Pfl SLUI{P: 4 l/4 Il{. AIR C0l{TEl{T; 4.8X UET U}llT tlElGHT: --- J08 SPECIFICAT I0ttS: SLtXiP: !hx.4 lll. AIR COllTEflT: 4-8X IATER ADDED AT SJTE 5 6AL. CYTIIIOER IIIFORI,IATIOl{ I{0. 0F CYIIIIDERS: 6 CYLIHDER SIZE: 6"x 12" TIl,lE CYLIIIOERS CAST: 2:49 Plil TJHERE CAST: 0n-site CuRIllG ItlFoRllATIotl ItItTIAL CtffE: 24 hours 0n-Slte 0AT€ RECEMD AT LAB: 5-i3-94 FIELD ST0RAGE FACILITIES; lnside Trailer BY: Billy Barbour l,ll lllflAX A6E DAYS OATE TESTEO TOTAL LOAO (LBS ) OIAT.IETER ( Il{cHES} ARTA (sQ lrl) cof,rP . sTR. (Psr ) TYPE OF FRACIURE CYL IT{DER UEIGHT (LBS} CYL IilDER UI{IT I€IGHT (PcF ) 7 28 28 28H 28H 5-19-94 5- 19-94 6-9-94 6-9-94 6-9-94 6-9-94 107,000 103,500 6.00 6.00 24,27 28.27 3780 3660 shear shear OES16l{ SIREI{GTH 4000 Psr E 28 oAYS IESTS BY LAEORATORY PERSOIII{EL ARE Iil ACCORDAfiCE IIITH APPLICAELE ASII.I I,IETHODS UIILESS OTHERI.II SE IIOTTD. SO'1€ IIIFORI.IATIOII OF TEST REPORT I,IAY 8E PROVIDEI) BY OTHERS REIiIARKS: CoPIES: R.A, llelson & Associates, 1nc.; fo*n of Yail; llestern l,lobile; J Y A, lnc.i &rathrcy Pratt Sohultz;Carolyn Adans Bobby J. Hays FIELD OBSERVER APPROVED BY As . |nut|ll'l pr€t.ctlon to cll.ntt, th. psbllc cll.ntr. rnd authorl:rtlon for pobllc.tlon ofp.ndlng our lirltt.n .pproval. Sampl.s Hlll b.ln flrl tln6. A |!drb.r 6t th. EI! grouF of corip.nl.. .nd outralvts, rll raporta3trt.m.nt3. Corclutloni or"dl3po3.d of ift.r t.itlng ara sub ittad .5 tha conlldlantlal propcrty ot .rtF.ctr from or r.gardlng GuF F.Forti It r.3crvao Ir cotnpl.t.d unl.tr oth.r .rr.trg.m.nt3 .grccd to Forn i{o. CHE113A 6/91 CHEN.NORTHERN, INC. CO]{SULTTIIG EIIGIIIEERS Al{D SCIETITISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: llECll Enterpri ses JoB ll0. 4 178 93-3 DATE, 5-13-94Attn: Eustaquio Cortina P.0. 8ox 3149 SHEET I 0F 1 Vai l, C0 81658-3I49 PROJECT: Liftside Euilding, eist of t'resthaven Drive and Uestin Hotel , South Frontage Road llest, Vail, Colo. PLACEI,IET{T LOTATIOI{ :Footi ng Pad at P.8 Fl rst Llft of "A" and "I" Li nes; Line lral I . EATCH TICKET lllF0RllATIoN SUPPIIER: ty'estern llobile TRUCK l{0. 97 TICKET [0. 0le20l l.tIX oESIG ilo. 44 Til{E BATCHEO: l1:59 All TI}IE ARRIYED: l?:25 Pll TII'I€ PLACED:12:35 Pl.l-CU. Y0. L0AD/ACCUI,|: 717ll7! FIELD TESTII{G Il{FOfl ATIOI{ SAIIPLE TEI,IP: 66 "F AIR TEI{P: 45 "F TIHE TEST TAKEI{: 1?:45 Pll SLlJliP: 4 tl{. AIR COIiTENI: 5.81 }fET UI{IT llElGHT: 140.8 JOB SPECIFICATIOI{S: SLUllP: llax. lll. AIR C0l{TEl{T: 4-8X UAIER AD0E0 AT SITE 0 GAL. CYLIT{DER 1I{FORI,IATIOII ll0. 0F CYLII{0ERS: 6 CYLIilDeR SIZE: 6"x 12" TIl,lE CYLIHIIERS CAST: l2:55 Pll UHERE CAST: 0n-Site cffi il{G I ltF0RflATIotl IiIITIAL CURE: on-Site FIELD SToRAGE FACILITIES: 0ATE RECEIVEo AT LAB: 5-17-94 8Y: Frank Potvln lll tl,/l4M A6E OAYS OATE TESTED TOTAL LOAO (LBs) OIAilETER (mcHrs) AREA (sQ Il{) couP.sTR. (Psrl TYPE OF FRACTURE CYIIilDER t{EIGHT (LBs ) CYLI I{DER UII TT IIEIGHT (PCF) 7 7 28 ?8 28H 28H 5-20-94 5-20-94 6-10-94 6-10-94 6-10-94 6-10-94 92,000 89,000 EOO 5.99 28.18 28.18 3260 3160 con/shear snear DESIGil SIREI{GTH 4000 Psl 0 28 DAYS TESTS BY LABORATORY PERSOIIT{EL ARE III ACCORDAI{CE I{ITH AFPLICABLE ASTTI }IETHOOS U]ILESS OTHERII]SE I{OTEO SOI,IE I IIFORIIATIOI{ OF TEST REPORT IIAY BE PR(IVIDEI) BY OTHERS REIIARKS: CoPIES: R.A. llel6on & Associ ates, Inc Tonn of Vai I ; l,lestern llobi I e; J V A, lnc,; Gwathry Pratt Schul tz Carolyn Adans Bobby J. Hays FIELD OESERVER APPROVEO BY Aa a nr|trral p|.otcctlon to clltnta, tho Psbllc lnd ouitalvaa' all raportr cllatttr. and ruthorlrrtlon for psbllcttlon ol atate ant3. Conclutlont or pandlnE o{r' wrlttan aPFroval. SdnPlas trlll ba dlrPo3ad of .fter t.rtlng ln |,rltlno. A mnb.r. 6t th. EIS group of corpanlet rr. rrbn{ttcd .r th. con?'ldlctrtl.l proP.rty of altractt frgfi or iagarallng our raForts lt '..3!rv'o13 CO rlatad unlaas othar afranganantt rgr'a.d !o Fonn *o. cnElt3A 6/91 , !'tj CHEN.NORTHERN, INC. c0ilsulTlr{G EilGIltEEnS AilD SCIEI{TTSTS " REPORT OF CONCRETE TEST CYLINDER DATA A3 ! ttrutt.l Fiot.ctlor to cll.ntr. th. publtc rnd ouFr.lvet, rll r.porlr ria rub|nltt.d .! th. confldlantl.I grop.Fty of cllanti, and rstholltatlon foF publlc.tlor of atatariaht3. Ccnclutlonr Or attractr f|.oir or icgrrdlng our rrportt tr rasat vad p.ndlng o{r irlttan apFroval, 3.npl.i rrlll b. dlrForad ot.ftar t..tlng lt cqipl.t.d unl.3r oth.r rrF.rg'df,.nlt .grc.cl to ln rrltl nq./i'.;;t;" ;i thc !I! gro|,p ol conprnlrs Forn No. cflEl!3A 61191 T0: HECII Enterppises J08 ll0. 4 178 93-3 DATE: 5-17-94 Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F 3Vail, C0 81658-3149 PR0JECT: Liftside Euilding, east of l,esthaven Drive and lJestin llotel , South Frontage Road llest, Vail, Colo. PLACTHEI{T LOCATIOII:"A" Line Ual I EATCH TICKET I ltF0RtilAT l0ti SUPPTIER: llestern llobile TRUCK 1{0. 97 TICKET t{0. 01 2265 I'iIX DESIGT{ N0. 44 TIl.fE BATCHE0: 12:22 Pl\ TII{E ARRIVED: 1?:49 Pll TIl,lE PLACED:l!:56 Pll-CU. YD. LOAD/ACCUI{: 7lL4/77+ FIELD TESTII{6 II{F0RHATI0|| SA}IFLE TEIIP: 73 "F AIR TEilP: 55 "F TIIIE TEST TAKEII: 1:04 Pl,l SLUitP: 41/2 Il{. AIR C0llTEl{T: 4,31 UET utllT l,lEI6HT: 140.0 JOB SPECI FICATIOIIS: SLtf,lP: Il{. AIR C0l{TEl{T: I IIATER A00E0 AT SITE 20 GAL. CYL I]IDER IIIFOR}IATIOI{ ll0. 0F CYLII{DERS: 5 CYLII{DER SIZE: 6"x 12" TIIIE CYLITIDERS CAST: 1:14 Pll TJHERE CAST: On-Site CURIT{G I llFoRl,lAT lotl ItIITIAL CURE: 48 hours On-Slte DATE RECEMO AT tA8: 5-19-94 FIELO ST0RAGE FACILITIES: Inside Trailer 8Y: Erian Scanlan l,llil/1.{Ax AGE OAYS DATE TESTEO TOTAL LOAU (LBs) DIAI.'IETER ( n{cHEs ) AREA (sQ ril) c0r,rP . sTR. (PSr ) TYPE OF FRACTURE CYLlI{DER UEIGHT (LBS) CYL ITIDER UII IT UE IGHT ( PcF) 8A 8A 28A z8A 28A H E8A H 5-25-94 5-25-94 6- t4-94 6-t4-94 6-14-94 6- l4-94 116,000 t20,500 5.98 5.98 28.09 ?8.09 4130 4290 shear con/shear DESI6I{ STREIIGTH 4O()O PSI € 2O OAYS TESTS 8Y LABORATORY PERSOI{I{E! ARE ItI ACCOROAI{CE VITH APPLICAELE ASTI,I iIETHODS UIILESS OTHERIIISE NOTED s0l,lE lilfoR,lATlol{ 0E TEST REPoRT l,lAY BE PR0VI0ED BY oTHERS REI.IARKS:Punp operator indicated thi s I oad was not mi xed properly. CoPIES: R.A. l{el son & Assoclates, Inc Town of Vall; llestern ilobile; J V A, lnc.; Gwattmey Pratt Schult?Carolyn Adanrs Bobby J. Hays FTELO OESERVER APPROYEO BY o CHEN-NORTHERN, INC. COI'ISULTI I{G E]I6IIIEERS AIID SCIET{TISTS REPORT OF CONCHETE TEST CYLINDER DATA At' r hsturl pi;tcctlon to cll.nt3. th. plbllc Ind ourrGlvci, rll .oFortr.r. rubnitt.d 13 thc confldl.ntlal ProP.l'ty of cllanta, rhd ilthor'l4tton tor publlcrtlon of rtrts.nt!. Conclr3lont or. .rtra€t3 lrofi or r.grrdlng our"rapott3 lt iaaarvad F.nding.tlr rlttrn aPpt oval. Srn|plrr ||tll bc dlrpor.d ot rft.r t.rtlng li comp1.t.d rrnlcat othci .rrrngahants lgr.ad to ln riltlrg. A m.hb.r ;f th. E!! gFouF .f cq||p.nl.. Fomr Ro. c Ell3A 6/91 T0: llECll Enterpri ses J08 l{0. 4 178 93-3 DATE: 5-17-94Attn: Eustaquio Corti na P.0. Box 3149 SHEET 2 0F 3VaiI, C0 81658-3149 PR0JECT: LiftsJde Bullding, east of lresthaven Orive and llestin Hotel , South Frontage Road flest, Vail, Colo. PLACEHENT LOCATIOT,|:"A" Lin€ Ual I BATCH TICKET ll{F0Rl.lATI01{ SUPPLIER: t/estern llobile TRUCK t{0. 150 TICKET }t0. 0t 227t ilIX DESIGI{ rio. 44 TIl,fE BATCHED: l:51 Pl,l TlllE ARRIVE0: 2:30 Pl,l TIIIE PLACED: Z:40 Pl'l-CU. YD. L0A0/ACCU|,|: 7l- FIEL0 IESTfflG I l{FORllAT l0ll SAI.IPLE TEl,lP: 74 "F AIR TEIIP: 50'F TIIIE TEST TAKET{: 2:45 Pil SLI}llP: 3 3/4 Il{. AIR C0t{TEl{T: 3.7X llET UI{IT IIEIGHT: JOB SPECIFICAT I0tlS: SLUIIP: Iti. AIR C0I{TENT: ? i{ATER ADOED AT SITE 0 GAt. CYL I I{DER IIIFORHAT IOI{ ll0. 0F CYLII{DERS: 6 CYLI]{OER SIZE: 6"x 12" TIl,lE CYIII{DERS CAST: ?:55 Pit hTHERE CAST: 0n-Site CIJRI IIG I IIFORI.IATIOI{ IIIITIAL CURE: 48 hours 0n-Site DATE RECEIVED AT LAB: 5-19-94 FIELD STORAGE FACILITIES: Inside Trailer 8Y: Brian Scanlan IlIt{/l.lAX AUE OAYS DATE TESTEO TOTAL LOAD (LBs) DIAI,IETER ( rlrcHEs ) AREA (sQ il)c0ilP . sTR. {PSr) TYPE OF FRACTURE CYLI I{DER UE I6HT (LBS) CYL I TIOER UIIIT IJg I GHT (PcF) 88 8B ?88 288 288 H ?88 H 5-25-94 5-?5-94 6-t4-54 6-14-94 6-14-94 6-14-94 Lt? ll7 000 500 6.00 6.00 24.27 28.27 3960 416 0 con/shear con/shear DESIGII STREIIGTH 4OO() PSI O 28 DAYS TESTS BY LABORATORY PERSOIIIIEL ARE III ACCORDAI{CE i.'ITH APPLICABLE ASTI,I I4ETHOO5 UNLES5 OTHERII]SE I{OTED sOI.IE iI{FORI'IATIOI{ OF TEST REPORT I,IAY 8E PROVIDED BY OTHERS REI.IAf,KS: CoPIES: R.A. l{elson & Associates, Inc. Town of Vail i Uestern llobile; J V A, lnc,; fuattnrey Pratt Schultz;Garolyn Adarns Bobby J. Hays FIELD OESERVER APPROVEO BY a CHEN-NORTHERN, INC. COI{sUI-T I IIG EIIGIIIEERS AIIO SCIEIITISTS REPORT OF CONCRETE PIACEMENT OBSERVATIONS TO: HECII Enterprises JoB XO. 4 178 93-3 oATE! '-17-94Attn: Eustaquio Cortina P.O. Bo,( !149 SH€EI 3 oF 3vaiL. co 81658-3149 PRoJECI: Liltside Buitdihg east of llesthaven 0rivc 8rd lt€Gtin llotet, South Frontage Road. vait, Cotorado. SPEqIFICATTOilS: SLt[tP: AIR COIITEI{T: SUPPIIER: tle€tern ilobi Le iltx t.D.: At4SfEilT TE PEIATURE RAllcg: "F to IIATER ADDED GALLOIS a0 0 3 REI,IARKS cyl inders cast cyl irders cast PROGRESS REPORT: c@lES! R.A, iletson & Asaociates, lnc.; I tlestern l.{obi lei J.V.A., Inc.; Iorn of Vail; I GHathnEy Pratt Schultz; II Carotm Adans Bobby J. HaYeI vsr v.tt | ^wr!PI FIEI-D oBSERVER APPRoVED BY REVOLUT I OX C'TJIITER crxrPLET I otl CUBIC YARDS LOAD/ 6.[{ULAT I VE 7111177+ T156lTl+ 7lUlT7+ l:04 Fll Zz4O PA 3:24 Pll 97 150 189 12.22 1 :51 7:46 01 2265 01 z?71 01 ?275 1?:49 2:50 3: 18 IIET UII I T IJE I GIIT (PCt) '140.04 1tZ 3Vt 2 lt1 4.3 3.7 3.6 Aa a drturl protactlon to clla$t3, tha Pqbltc aad ourtalvat' all t'agort3 .nd .uthorlE tlot| lor rubllcrtlon ot rt.tdrntt. Conclutlon! or .rtr.ctlrrltt.r .lprovrl . S.nilr3 wlll ba dlrposad of r?tcr t.ttlng lr colFlatad A |rsrbrr ot th. !!! group of co.tPr'|l.t .i. rubd{tt.d r. th. coqfldantlal FroP.rty of o|rl'cll.ntt' lroa|| or ragrid{ng our raportt lr fara|.vltl pandtrg our qnlaa3 othar r'.ringtoenti at'a .gra.d to ln rt.ltlng. Fonr flo. cttEll4A 8/91 a CHEN-NORTHERN, INC. COIISULTI I{C EI{GIIIEERS AI{D SCIEI{TI5T5 REPORT OF CONCRETE TEST CYLINDER T0: llEcll Enterprises JoB t{0. 4 178 93-3 0ATE: 5-19-94 Attn: Eustaqulo Cortl na P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149 PR0JECT: tiftside Building, east of Vesthaven Orlve and Uestin Hotel , South Frontage Road t{est, Vail, CoIo. PLACEI.IET{T L(ICATI$I :tall on "A" Line. BATCH TICKET I l{FORliAT I0l{ SUPPLIER: llestern ilobile TRUCK t{0. 117 TICKET [0. 0l 2325 iltX DESIoil t{0. 44 TII,IE MTCHEO: 9:33 AI{ TI}IE ARRIVED: 1O:IO AM T IIiIE PLAC€D:IO:z2 AI.I-CU. YO. LOAO/ACCU}I: 7I7I3O FIELD TESTIT{6 INFORI|ATI0I{ SAIIPLE TEitP: 67 "F AIR TEr,lP: 50 "F TIl,lE TEST TAKEII: t0:29 All SLtlllP: 3 3/4 ltl. AIR COI{TEI{T: 5.?I lJ€T UiIIT I,IEIGHT: JOB SPECIFICATIOiIS: SLlfilP: llax.4 Il{. AIR C0l{TEt{T: 4-8MTER AODED AT SITE -- GAL. CYt I'{DER I IIFOR',IATIOT l{0. 0F CYLITIDERS: 5 CYLIT{DER SIZE: 6"x 12" TlflE CYLlllO€RS CAST: 10:39 Af,l UHERE CAST: On-Site CWIIIG I}IFORI{ATIOII IIIITIAL Cffi.E: On-Site FIELD SToRAGE FACILITIES: Inside Trailer DATE RECEMD AT LA8: 5-23-94 BY: Carollm Adams HIll/l,lAX AGE DAYS OAIE TESTED IOIAI LOAD (LBs) DIA'IETER ( ilicHEs) AREA (sq ril) coHP.sTR. (Psr ) TYPE ()F FRACTURE CY L I IIDER I'lE I GHT ,t Rq1 CYL I1{DER UIIIT TIE IGHT ( PcF) 7 z8 z8 28H 28H 5-26-94 5-26-94 6- 16-94 6-16-94 6-16-94 6-16-9/t 98,500 90,500 5. 00 6.00 28.?7 25.?7 3480 3200 con/spl i t con/spl i t DESIGH STREI{GTH 4000 PsI 0 28 DAYS TESTS 8Y LAEORATORY PERSOI{I{EL ARE I}I ACCORDAI{CE I.'ITH APPLICABLE ASTI.I }IETHOOS UIILESS OTHTRI.'ISE }IOTED sOI'IE IIIFORI,IATION OF TEST REPORT I.iAY BE PROVIDED BY OTHERS REMRKS: C0PIES: R.A. flel son & Associates, Inc. Town of Vail; Uestern llobile; J V A, Inc.; Grattmey Pratt Schultzl Carolyn Adams EobbY J' HaYs FIELD OBSERVER APPROVED BY A3 r trlll Drotactlon to cll.'tta, th. gubllc cll.nt., .nd authorlE tlon fo|. F{bllc.tlon ofp.ndlhg ogr |{flttan .rpr-vrl. S.npl.r r.lll b.ln xrltlng. A |r.fi|ber of th. !:!! grorp ot co|rprnl.r rnd ort"aalvat. all ratortt atltqnantr. Conclualanr or- dlapo3ad of rtt.i t.rt{ ng .F. rqtrttlttcd .s th. eontldlantlel proFarty of axtr.ct3 fFodr or raEatdlng our raPorts lr Far'rv'd l3 comEl.tad unle3a othar atfang'dhantt agrlao lo Forn t{o. GHE113A 6/91 CHEN.NORTHERN, INC. coilsutTIl{c E,t6rilEERS AltD scIE|{TISTS REPORT OF CONCRETE TEST CYLINDER DATAT\{g*: T0: ilECil Enterprises JoB ll0. 4 178 93-3 oATE: 4-27-94Attn: Eustaquio Corti na P.0. 8ox 3149 SHETT I 0F rVaiI, C0 81658-3149 PR0JECT: Llftside Euildtng, east of llesthavetr 0rive and llestin ibtel , South Frontage Road tlest, Yatl, Colo. PLACE].IEI{T LOCATIOI{ :East Parking Ramp Core, Upper tlalf. BATCH TICKET It{F0Rl,lATl0l{ SUPPLIER: l{estern l'lobi le TRucK [0. t89 TICKET ilo, 0l 1869 titlx DESIGT{ l{0. 44 TIf'lE BATCHED:.9:44 All TIiIE ARRIVED: 10:17 Ati TIIIE PLACE0:10:?? Alt-CU . Y0 . LOAD /ACCtll.t: 7I?U?A FIELD TESTII{G I llF0Rl'lAT I0t{ SAIIPLE TEl,lP: .61 "F AIR TEilP: 30 'F TIl,lE TEST TAKEil: 10:28 Alil SLUIIP: 3 Il{. AIR CO|{TE]{T: 4.91 IJET UNIT IJ€IGHT: JOB SP€CIFICAIIOI{S: SLUMP: llax.4 I . AIR C0tlTEl{T: 4-81 IIATER ADDED AT SITE 4 GAL. CYLII{DER IIIFORI'ATIOil ilO. 0F CYLIilDERS: 6 CYLII{DER SIZE: 6"x 12" TIl,lE CYLI|IUERS CAST: --- IIHERE CAST: On-S'ite crJRr 116 lilFoRttATloll II{ITIAL CURE:48 hours On-S i te 0ATE RECEMD AT LAB: 4-29-9,1 FIELD STORAGE FACILITIES: 8Y: Frank Potvln l,ll N1I.{AX AtIE DAYS DATE TESTED TOTAL LOAD ( tBs) OIAI.IEIER ( I t{cHES ) AREA (sQ rr{) cor,tP .sTR. (PS r I TYPE OF FRACTURE CYLII{DER VEIGHT (tBs) CYL IIIOER UIIIT YEiGHT (PcF) 7 7 28 28 2A z8 5-4-94 5-4-94 5-25-94 5-25-94 5-25-94 5-25-94 98,500 99 ,000 t27,500 132,000 127,500 - 12?.500 6.08 6.01 6.09 5.00 6,00 5.10 29.03 28.37 ?9 .13 28.27 28.27 ?9 .22 3390 3490 4380 4670 4510 419 0 snear shear con/spl it con/spl it con/spl i t con/spl t t DESIGil STREilGTH 4000 PsI I 20 0AY5 TESTS BY IABORATORY PERSOIII{EL ARE II{ ACCORDANCE I{ITH APPLICABLE ASTII I.IETHOOS UIILTSS OTHER!'IS€ ]{OTED SollE Il{F0Rl,lATI0l{ 0F TEST REP0RT l.{AY BE PR0VIDED 8Y 0THERS RETIARKS: COPIES: R.A. l{el son & Associates, Inc.; To*n of vaili lJestern llobile; J V A, Inc.; Gwatlnrey Pratt Schultz;Carolyn Adams Bobby J. Hays FIELO OBSERVER APPROVEO BY At . [utorl F'ot.ctlon to cllentr, thr pubttc .rd ourralvai. all rapot'ta raa sutmftt.d .. thc confldlrntl.'! pt'opal'ty ol qllaht3, rnd rrthorlzatlon fo|. publlcatloh ot rtrtaGantr. Conclqrlor|r or artractt fro|n or ragarding oul raPorts lt tar.rv.d liandlhg o||t rflttan .FpFovlI. Sarpl.s xlll b. dlrpoatd ot rftGr t.3tlng lt coiflatad unlaa3 oth.r.rtangd||ant!.lr..d to rn wrrirne.. _:::::: --'-,:_;:' ;:;;;;;;; -" -- \./A h.fib.r ;f th. EI! g?orp of conp.nl.. Foftr t{o. cflEll3A 6/91 o 'rf L aal - cl'l EEc E< g,; .6d.^3 €o8eL-g; g =a)|.J d-Clv o @ o,l @ 6 ttt (\l l\ @ @ ttt ro a\l @ ttt (D io @ (o or @ rJi =o (J0J oot- E.'oapatfo o-t.o! c- 5E Fgo6 -6 |\d <otc g-+ =J< LEOi6=oo-o =5.oELlt'T,lD lU-dtoOF .#= F. OS| =+,<t t-o -itc o ra- =Jc, =sr.cl|l*,E= 5 d0 or +j o * rE! -J. Oo- <t crltd =a= "-:- !r - : - 4i' *-.6 \i '4 lrlIll lr) rf o- ocoglrl4 Il(t EI a art (r' ctr o ocl-bce =oEr"lrle z3.EJ'> =./= lrl =oEB ?z +EtrE A.lrl * r.L (t = LOCIL'+ oo dttl.F Ot I.e 5*COL FFr U)ectcaroL*to (a xCo+r5OE lrt oo (tlrl rJ 14 OEE COr(JP CIlrl +t .tlt (go -<a> -4 Cl=J(CFt=o=F'D o CHEN-NORTHERN, INC. CO}ISULTIIIG EilGtI{EERS A]ID SC I E]{T ISTS REPORT OF FIREPROOFING THICKNESS, DENSITV AND BOND STRENGTH T0: l{ECt4 Enterprises JoB N0. 4 178 93-3 0ATE: 5-15-94 Attn: ilr. Eustaquio Corti na P.0. Box 3149 oAILY REP0RT i{0' 74 SHEET 2 0F z Uail, C0 81658-3149 PR0JECT: Liftside Building, Vail, Colorado I,IATERIAL 5PECIFICATIOI{S I|AI{UFACTURER Grace llonokote C0a'ITRACT0R Rol I ing Plain EOIID SIRENGTH {PsF)DEflSITY (PCF) l5+ PROJECT COTIDITIOIIS SUBSTRATE PREPARATIONS:ilot observed AUBI Et{T TEilPERAIURE SAI,IPLE XIJ}.IBER TEST AREA Unlt A-71 I.IET I'E IGHT (LBs) DRY VEJ6HT (tBS) I,IOISTURE (1) DEI{S I TY { PcF) c Column between Living Room and l{lddle Bedroom 8eam, lest Bean, in tlest Eedroon, l'lain Floor, 20' l{orth of South tlal l Decking, Living Rom, 10' East of t{est Uall, 14' ]{orth of South Vall 1.78 15. /13.8 iAIqPLE IUI4BER ilIt{Iill,r,l THICKIIESS (il{) l'tAxlitull THICKIIES9 ( It{) AVERAGE THICKI{ESS (m) DESIGI{ THICKIIESS ( Iil) BOI{D STREI{GTH (PsF) REI,IARKS I 2 3 1.25 1.13 .44 I .63 t.22 .47 1.44 t.z2 .42 I .38 I .00 .38 Average thickness for density - 1.34 PROERESS REPORT: C0PIES: R. A. l{elson & Asso. - Attn: Rick Agate J.V.A., Inc. Gwatlmey Pratt Schul tz Toryn of Vai l Carolyn Adams Fred R. Caneron Ar r mutu.l prot.ctlol to cll.It3, th. Pulllc rtlal oura.lv.t, 6ll t gort. rr' fubmlt-t"l '5 th' confld'nti'l proP'rty ol cIt.ntr. .nd a{thortr.tton 1"" n.ii riitr'"i "f :latrnrnt:. conclurloir of crt.rat! tro|t| oF r.trt'ding osr r'Poftt It r"'rv'd pandlhg our irrlttan rPFFoval. A n.|||brr of th. !!! group ot co.P'rile3 o (l, .J o 4 =IJJ o E a 6 F =Q6v ao <o (o @ <\, @ t\ <o <D <\, or €(E' ltt @ ao @ ro ctr 6 a(t (Et ao ao @ z,I o o- 5Et-ood=-c EJ 0, r*-et ot-o-Foa\lFE | >iF{-o co!,==- o'i Jo FOod C.) A'Oa\J I -(J od== our io o3'a{, = l\g rc'IQ =4 E- o= E16 cl o aod9 l\o .-oc0 =d c.E (t aFO- oc.\J O'q, -tCPE(u5-O EF -=€€ <L o4) iE a) c r.- c = 03 3.) 8-g -t-t:(uo|.- o1r --;- < -b *o,cocl =d<) (''sl(n u-t-o !roFL.l |.I.I .. tau.l ct Ll F.o({t -gr co tt(t\OFr aLlrlstd ()J2H 6CtoD 4o CL Lrld .:- =o isefr =.lt-aoEo9<sn- €5aEclrl = agc +tLocnc, cl,A Floo .{t(,l .F gr I.r f tt€! E Fr rOcL as a?t ro '. .lr Flo, vr xoo+r30g'ul ao o-lrl C) lrlocE EOeC.l {J CTlr|+' ..E ('O =<r> -4HCl-J< H=o=FO CHEN.NORTHERN, INC. coilsutTll{G E!I6I EER5 A 0 sCI E]{T I STS REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH T0: HECII Enterprises JoB l{0' 4 178 93-3 DATE: 5-17-94 Attn: l'lr. Eustaquio cortina OAILY RTPORT 1{0. 75 SHEET 2 OF 3P.0. Box 3149Vail, C0 81558-31'[9 PR0JECT: Llftside Building, Vail, Colorado }IATERIAI- SPECIFICAIIOI{S I|AI{UFACTURER 6race l4onokote C0|{TRACT0R Ro)l i ng Plain BOI{O STREIIGTH ( PSF)DEI{SITY ( PCF)l5+ PROJECT COIIDITIOT{S SU9STRATE PREPARATIO]{S: llot observed AI,IBI EI{T TEI.IPERATURE SAI'IPLE ltuHBER TTST AREA Unit A-72 ttI I{E I6HT (LBs) DRY IIE I GHT (LBS) I.,IOI STURE DEiIS ITY ( PcF) 'l 2 4 Beam, 3' llorth of l{orth l,lall of Living Room, 4' llest of Adjacent Roof Colunn, Southsest Corner of Loft Roof oecking, l{orth Roof, 30' lrest of East faII Roof Beanr, South Roof, l0' lJest of East llall iAT,IPLI IUI,ISER lrlt{il,tuil THICK'IESS ( il{) l,lAXIl'tur THICKTIESS (ilt) AVERA6E THICKHESS (il{} DESIGI{ THICKI{ESS (It{) 801{D STREI{GTH (PSF ! REI'IARKS 2 ,t 4 .75 t. 13 .80 .f0 I .25 1.63 L11 .70 t.uJ I .56 t.0s .70 I .00 1.38 .88 -56 Roof Steel Roof Steel PROGRESS REPORT: C0PIES: R. A. llelson & Asso. - Attn: Rick Agate J.V.A., Inc. Gtrattney Pratt Schul tz Torn of Vail Carolyn Adarns Fred R. Cameron FrELD OBSERVER REVlruE!,ry- Aa . nnt|lll protactlon to cll.ntr, th. pr|hl l-c .nd our.r.ly.i, rll raports .rr rrhrlttad r3 thc confldantl.l proFcity of cllcnt3. and rrthorlatlon for pqbilcrtl;n of ttatdnaltr. Eorclqctohr or artr.ctt frorn oi rag.rdlng our r.portt l3 l'alarv'd pcndlng oui tlrltt.n aFprov.l. A mdrbat of thq E!! t"orP ot cdF.trl.3 CHEN.NORTHERN, INC. COI{SULTING EII6I I{EERS AIID SCIEI{TI5TS REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH T0: tlECll Eiterprises JoB tlo. 4 178 93-3 0ATE: 5-17-94 Attn: !lr. Eustaquio cortl na P.0. 8ox 3149 DAILY REPoRT ilo. 75 SHEEI 3 0F 3 Vail, C0 81658-3149 PROJECT: Liftside Building, Vall, Col orado }IATERIAt SPECIFICATIOIIS IIAIIUFACTWER 6race llonokote COi{TRACT0R Rol I ing Plain EOIID STREil6TH (PSF)OEI{SIIY (PCF)15+ PROJECT COI{DIT IOI{S SUBSTRATE PREPARATI0I{S: llot observed AI.IBI EI{T TE}IPERATURE SAI.IPLE ilur,t8ER TEST AREA Unit A-61 VET IIEI6HT (LBS ) DRY I'E I GHI ( L8S) I,IO I STURE (x) OEI{SITY (PCF) 5 6 Column, 20' South of liorth lfall betreenthll and Uni t Roof Decking, l{orth Rqof, 16' llest of llortheast Corner iAI.IPLE ruil8ER ilIt{ liluil THICKIIESS ( It{) f.tAxIt{utl THICKl{ESS (ilr) AVERA6E THICKI{ESS (11{) DESIGTI THICKI{ESS ( Iil) BOIID STREIIGTH {PSF) REIIARKS I 5 1.38 1.10 1.6? 1.10 1.55 1.10 .88 Roof Steel PROGRESS REPORT: COPIES: R. A. llel son & Asso. - Attn: Rick Agate J.V.A., inc. Gwatlmey Pratt schultz Town of Vail Carolyn Adams Fred R. Cameron FIETO OESERVEL REVIEI'ED BY A! r mutual F-otcctton to cltant3, thc tubllc.nd ourrclvar. rll r.Fort3 ar. tubmlt-tad.t th. contldrtrtlal Prop'ity of cllantr. rhd authot tzatton ror puli fc.tr'o" o? itatamantt. CorclstJont or artrrcti tto||| ot' F.iardlng our r'portt 16 r"'rvcd pandlng our ffltt.|r rporoval. A ne|lbar of th. !I! grouP ot co|'Finlct + CHEN-NORTHERN, INC. cot{suLT I l{6 EltGIl{tERs Att0 sctE[TlsTs REPORT OF CONCRETE TEST CYLINDER DATA JUF1 tqa,i {:. .tr '., ' '1-tf*.i_.t;;:)i;:li .ra 3sbttlttcd rs the confldllntlrl proPcrty of axtrrctr fro|n or rcg.rdlng ouF r.portt la raaawad l! compl.t.d unl.s3 oth.r arrlngdnanta lgraad to Fdrm xo. cHEll3A 6/91 c r\ t1 ,.i '!t .:'/ Ai ! Butu.l p?ot.ctlotr to cll.nt3, tb. pobllc rhd out'361vc5, all rcPortl cll.nt3. .nd .uthor{lrtlon foF Frbllc.tlon of tt.tamont.. Conclqtlo||a or p.ndlng'our r|.ltt.n rPpiovrl. Srt|Pl.t tlll b. dlJFor.d of !ft.r taltlng ln rrltlng. A i|.6|b.f of th. !!! troup of cdnprnf.t T0: f'fECl'l €nterprises JoB l{0. 4 178 93-3 DATE: 5-2-94 Attn: Eustaquio Cort'i na P.0. 8ox 3149 , SHEET 1 0F I Val l, C0 81658-3149 PRTUECT: Liftside Building, east of l{esthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEIIEilT LOCAT IOII:Pad at B and P.l0 Line. BATCH TICKET lllFoRllATloll SUPPLIER: Vestern Noblie IRUCK t{0. 189 TICKET 1{0. 011952 irrx DESIGN l{0. 44 TIi{E BATCHED: 12:21 Pl,l TIl,lE ARRIVED: 12:43 Pll TIIIE PLICEO: l:10 Pll-CU. Y0. L0AD/ACCW: 717114 FIELD TTSTIII6 II{FOR}IATIOI{ TlllE TEST TAKET{: l:14 Pl,l JO8 SPECIFICATIOI{S: SLUltlP: 2 3/4 I l{. SLUllP: I ll. SA}.IPLE TEI.IP: AIR C0t{TEl{I: 4.6X AIR C0I{TE]{T: 1 64 "F AIR TEI'IP: 30 "F llET Ut{lT UEI6HT: 142.4 UAIER ADOEO AT SIIE -- GAL. CYL IIIDER I IIFORI.IAT IOII tl0. 0F CYLIIIDERS: 6 CYLIIIDER SIZE: 6"x 12" TlllE CYLIIIDERS CAST: l:24 Plt \IHERE CAST: on-site CURII{6 IT{FORI,IATTOl{ IIIITIAL CURE: 0n-Site FlEt0 SToRAGE FACILITIES: Inside Trailer DATE RECEIVED AT LAB: 5-5-94 BY: l'lark Jensen lllll/l1Ax AGE DAYS DATE TESTED TOTAL LOAD (l8s) DIAI.{ETER ( rilcHEs ) AR€A (sq til) cor'lP. sTR. (Psl ) TYPE OF FRACTURE CYLINDER UEI6HT (LBS) CYL IIIOER UIIIT I.IEIGHT (PcF) 7 z8 ?8 28 28 5-9-94 5-9-94 5-30-94 5-30-94 5-30-94 5-30-94 97,500 99,500 139,500 138,000 136,000 t33,000 5.98 5.99 5. 09 6.09 5.98 6.00 28.09 28. 18 29. i3 29. 13 e8.09 28.?7 3r170 3530 4790 4740 4840 4700 sneaf shear con/spl i t con/shear con/shear con/shear DES IGf{ STREIIGTH 4000 PsI 0 28 0AYS TESTS BY LAEORATORY PERSOI.IIIEL ARE III ACCOROAITCE UITH APPTICAELE ASTI.I I.IETHOOS UI{LESS OIHERUIsE IIOTEO SOHE IIIFORHAIIOII OF TEST REPORT I'IAY BE PROVTDED BY OiTHERS RE}IARKS: . C0PIES: R,A. llel son & Associates, Inc.; Tovm of Vai 'l ; ll,estern l'lobi I e; J V A, !nc.; Gtattnrey Pratt Schultz;Carolyn Adans BobbY J. HaYs FIELD OBSERVER APPROYED BY CHEN-NORTHERN, INC. COI{SI'LTII{6 EIIGII{EERS AIID SCTEIITI STS REPORT OF CONCRETE TEST CYLINDER DATA Ar a nruts.l protactlon to ellanta, tha pqbllc rnd ouraalva!, !ll raPort! lrc 5t htittad a3 thc conf{dlcntlrl proparty of clt.nt., !nd.nthorlrrtlon tor Fubllcrtl0.! o{ 3trtdn htr, Conclurlonr or.rtrtct3 trom or rcg.rdlng 9!f l!!91!t-1:-I:t:I"tdpandlng our rrlttan .pprov.l. Srrnplcr rdll ba d{tpo5.d of.ft.r t.itlng l5 comPlct.d unlc3s other rrr.ngeltEnr6 {rgrrro Eopandlng ourIn Hil tlng. T0: HECl.l Enterprises J08 ll0. 4 178 93-3 0ATE: 5-3-94Attn: Eustaquio Coftl na P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149 PROJECT: Liftside Building, east of l,esthaven Drive and lJesti n tlotel , South Frontage Road lJest, Vali, Colo. PLACEIiEIIT L0CATI0I|: Footing Pads on B Line at P.8 and P.9 Lines;, This load sas placed in first lift in Pad at P.9, BATCH TICKET IilF0RllAIlOll SUPPLIER: l{estern lloblle ]RUCK tio. 161 TICKET t{0. 01 1972 r,ttx D€SI6I{ ilo. 44 III{E BATCHED: l:08 Pl,l TI}IE ARRIVED: l:?5 Plt IIIIE PLACED: 1:28 Pf'l-CU. YD. LOADIACCUH: 717/?L+ FITLO TESTI].|6 I IIFORITAT IO'I SA}IPLE TEMP: 63 "F AIR TE}IP: 35 T Itll€ TEST TAKf ll: l:34 Pl,l SLUl,lP: 2 3/4 Il{. AIR Col{TEl{I: 4.41 l{ET Ul{lT i{EIGHT: r43.? J08 SPECIFICATIOIIS: SLUIIP: ilax.4 lfl. AIR CollTEl{T: 4-8I yATER ADo€D AT SITE. 0 GAL. CYL I]{DER ] I{FORI{ATIOI{ IIO. OF CYLII{OERS:6 CYLIIIDER SIZE: 6"x 12' TIl,lE CYI-II{OERS CAST: l;44 Pi{1IHERE CAST: On-S i te CUR I t{G I IIFORI.,IATIOT{ IHITIAL CURE: 48 hours On-Site DAIE RECEIVEO AT LA8: 5-5-94 FI€tD ST0RAGE FACILITIES: Inside Traller 6Y: lilark Jensen l,lltl/HAx A6E OAYS DATE TESTED TOTAL LOAO (L8s ) DIAI.IEIER ( r ilcHEs) AREA (sQ Ifi) coHP.sTR . {PSl ) TYPE OF FRACIURE CYLI ?IDER UE I6HT (LBs) CYLIilDER UIIIT I{EI6HT (PcF) ., 7 28 28 28 28 5-10-94 5- 10-94 5-31-94 5-31-94 5-31-94 5-31-94 105,500 117 ,500 147,500 151,000 154,500 145.500 6- 08 5.98 5.98 qcq 5.98 6.01 29.03 28.09 ?8.09 28.18 28.09 28.37 3 630 4180 5250 5360 5500 5130 shear shear con/shear shear snear con,/shear OESIGI{ STRETIGTH 4000 PsI e 28 oAYS TTSTS 8Y LAEORAIORY PERSOTII{EL ARE III ACCORIT,AilCE IIITH APPL]CABLE ASII.I I,IETHOOS UI{LESS OTHERYISE I{OTEO SOIIE II{FORI.IATIOiI OF TEST REPORT HAY BE PROVIDEO 8Y O1HERS RET{ARKS: C0PIES: R.A. llel son & Associates, Inc.i Torn of Vail; uestern lloblle; J V A, Inc.; tuathney Pratt Schultzi Carolyn Adans Bobby J. Hays FIELO OBSERVER APPROVED 8Y A |nft|b.r 6f th. E!! gro{p ot conprnlca Form No. CMEll3A 6,191 :) .: ; ' ii ' -rr ; ;i:? .-:.1-.r-- -: _ l.'-,^,"r.,*i,,1 .:YCHEN.NORTHERN, INC. CONSULTIIIG E]{GII{EERs AIID 5CI ENTI sTS REPORT OF CONCRETE TEST CYLINDER DATA T0: liECl4 Enterpri ses J08 l{0. 4 178 93-3 DATE: 5-24-94 Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F I VaiI, C0 81658-3149 PR0JECT; liftside Building, east of Uesthaven Drive and Vestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEI,IEI{T LOCAT]OII Footing Pad at Lines "C" and P.3. EATCH TICKET IllFORl,lATI0ll SUPPLIER: llestern l{obile TRUCK r{0. 189 TICKET ll0. 012427 lllx 0Esl61{ fio. 44 TIf'fE BATCHED: 3:41 Pll TtilE ARRTVED: 4:13 Pl{ TIll€ PLACED: 4:19 Ptl-CU. YD. LOd0/ACCUll: 7ll4l FIETO TESTI116 I]{FORIIAI IOI{ TIl,lE TEST TAKEI{: 4:25 Pl{ JOB SPECIFICATIOIIS: STUHP: 3 l/4 IN. SLul{P: l{ax.4 I tl. SAI,IPLE TEI'IP: AIR COilTEtlT: 4.91 AIR C0l{TEt{T: 4-8I 68 .F A]R TEI.IP: 55 "F tlET UI{IT lrE]GHT: UATER AODED AT SITE I 6AL. CYTII{DER IilFffiIIATIOII tt0, 0F CYLII{0ERS: 6 CYLIT{DER SIZE: 6"x 12" TIIIE CYLII{DSRS CAST: 4:35 P}l IIHERE CAST: 0n-Site CURIIIG IIIFORIIATIOl{ II{ITIAL CmE: 24 hours DATE RECEIVEO AT LA8: 0n-Sl te 5-?5-94 FItLD STORAGE FACILITIES: --:- 8Y: Carolyn Adanrs l'llt{/l'lAx A6E DAYS DATE TTSTED TOTAL LOAD (LBs) O I AI'IETER (Il{cHES} AREA (sQ n) cot'tP. sTR. (Psr ) TYPE OF FRACTURE CYL IIIDER I'EI GHT (LBS) CYL IIIOER UIIIT I.'EIGHT ( PCF) 7 28 28 ?8H 2SH 5-31-94 5-31-94 6-21-94 6-21-94 6-21-94 6-21-94 97,500 t0l,500 6.00 6,00 28.27 28.27 3450 3590 shear shear DESIGII STNEilGTH 4OOO PSI @ 28 DAY5 TESTS BY LABORATORY PERSOI{IIEL ARE II{ ACCOROATICE UITH APPLICABLE ASTT{ I'IETHODS UI{LESS OTHERVISE NOTED SOITE IIIFORI.IATIOII OF TEST REPORT I.IAY BE PROVIOED BY OTIIERS REI{ARKS : C0PI€S: R.A. llel son & Associates, Inc Tovin of Vail; Uestern ilobile; J V A, Inc.; Gwathrey Pratt Schultz Carolyn Adams BobbY J. HaYs FIELD OESERVER APPROVED BY Ar . ln{tu.l prot.ctlon to cl{artt. tha Publlccll.nt5, .nd .uthorl:rtlot tor Fsbllc.t{on of r.rdlng os|. rrrlttan aFPtoval. SriPlca w{Il b. ln rrit I ns. A nrllrtb.r af th. EI! gt"ouP of co|rP.nl.t and our5al vat. rll t'atorts stlt.mantt. Cotcluslont oi dlsporld of sft!. tatt l ng dr. trbmlttcd .. th. corfldl.otJrl propcFty of cxtracta fror! or ragrrdlng out- r.ports la r€t'rv'C l3 comslatad unlctt othar rFrrngcmcnti lgr'eo lo Fofin No. Cl'lEl13A 6/91 a - - I CHEN.NORTHERN, INC. c0l{suLTl ltc E1{6II{EERS Al{0 SCIEITlsTs REPORT OF CONCRETE TEST CYLINDER DATA T0: l{ECil Enterpri ses JOB ll0. 4 178 93-3 DATE: 5-26-94 Attn: Eustaqul o Corti na P.0. 8ox 3l'19 SHEEI I 0F 2 Vai l, C0 81658-3149 PRoJECT: Ltftslde Suilding, east of llesthaven Drive and gestin tlotel , South Fnontage Road Uest, Vai1, Co1o. PLACEI,IEI{T LOCATIOI{:Deck 5l ab. BATCH TICKET tilF0RXATI0tl SUPPLIER: llestern llobile TRUCK lr0. 119 TICKET X0. 012486 l,lIX DE5l6l{ ll0. 44 TII|E 8ATC]|EO: 9:02 Al{ TIIIE ARRIV€D: 9:30 All TIlilE PLACED: 9:40 Ail-CU. YD. L0AD/ACCU}I: 7ll4/ FIELD TESTI]{6 I IIFORIIAT I OII TlttE TEST T,KE : g:45 Alt JO8 SPECIFICATIOIIS: SLUIIP: 4 1/4 SLUilP: ilax.4 I*. Iil. SAT,IPLE TEIiIP: AIR COilTtt{T: 5.3* AIR COI{TE]{T: 4-8X 64 "F AIR TEIIP: 60'F fET UtllT UEIGHT: 142.4 VATER AODE[) AT SITE 7 GAL. CYLIIIDER It{FoRl,lATI0t{ ll0. 0F CYLIT{DERS: 6 CYtllloER SlZt: 6"x 12" TIIIE CYLIiI0ERS CAST: 9:55 Al,l ITHERE CAST: on-stte cunlilG lilFoflilATloll It{ITIAL CURE: 0n-Si te OATE RECEM0 AT LAB: --- FIELD STORAGE FACILITIES: Inside Trailer BY: ---l.{I[/1.{Ax AGE DAYS OATE T€STED TOTAL LOAO (L8s) OIAI.{ETER ( rr{cHEs ) AREA (SQ IN) cor,tP . sTR. (PSI ) TYPE OF FRACTURE CYLI t{OER !,8I6HT {LBs) CYLIITDER UIIIT UEI6HT (PCF) 7A 7A ?8A 284 28Nn 28 lH 6-2-94 6-2-94 6-23-94 6-23-94 6-23-94 6-?3-94 83 ,500 86,000 5.98 (oa 28. 09 28.09 2970 3060 shear shear D€SIGI{ STREIIGTH 4()OO PsI O 28 DAYS TESTS BY LABORATORY PERSOI{I{€L ARE IT ACCORDANCE VITH APPLICAELE ASTI,I I.IETHODS IJI{LESS OTHERIIISE IIOTED SOI'IE I]{FOR}IATIOX OT TEST REPORT I,IAY 8E PROVIDEO BY OTHERS RTii{RKS: CoPlE5: R.A. llelson & Associates, Inc Toxn of Vail; llestern l,lobi I e; J V A, Inc.; GrrrathneY Pratt Schultz Carolyn Adams Bobby J, HaYs FIELI) OBSERVER APPROVED BY Ar r mrtiaal prot.ctlon to cllantt, tha pslllc.rd oqr3alvas, all report! cllantr, rnd ruthorlzrtlon fol publlcltlon of 3tat.|t|.ntr. Conclutlon! or p.idlng our rrltt.n approv.l. Sanpl.3 *lll b. dltPor.d of rlt.r t.ttlng a m.mb.r ;f tn. ![! group ot cotiP.ht.3 rrc s{brltt.d ai th. confldl.ntl.l prop.tty of .xtr'acti fron or r.g.idlng o{r t'aPort3 lt iasarvad lr complatad unle35 othar rrrrngcnants rgracd to Form No. CMEI:3A 6/91 CHEN.NORTHERN, INC. COI{SULTII{G TIIGI IITERS ANO SCIEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: tlEClt Enterprises JoB l{0. 4 t78 93-3 oATE: 5-26-94 Attn: Eustaquio Corti na P.0. Box 3t49 SHEET 2 0F 2 YaiI, C0 81658-3149 PR0JECT: Liftside Building, east of Vesthaven orive and llestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEI,IEIIT LOCATIOII:Foot'lng Pad on "A" Line. BATCH TRUCK TIHE IICKET IIIFORI,IATIOIIilo. 97 BATCHE0: 12:06 Pl'l TICKET t{0. 0l ?497 TII|E ARRIVEO: 12:40 Pf,l SUPPLIER; llestern llobi I e l.llx DESIGII NO. 14 TllfE PLACEO:12:43 PI{-CU. YD. LOAD/ACCUI'I: 7l56l FIELD TESTI116 IilFffiItATIONIlllf TEST lAKEll; l2:50 Pl,t J()B SPECIF ICAT IOXS: 5L UI,IP : 4 SLUl,iP: ttax . 4 I l{. I l{. SA}IPL€ TEIiP:. 69 T AIR TEW: 50'F AIR COltTEftT: 5.9X UET Ut{lT tfEI6HT: AIR C0llTEilT: 4-8X IJATER AD0€D AT SITE -- 6AL. CYL I I{DER I NFORI,IATIOII ll0. 0F CYLlllOtRS: 6 CYLIIIDER 5l ZE: 6"x rz"IIl.lE CYLII{OERS CAST: l:00 Pl LTHERE CAST; 0n-Si te CUR I NG I IIFORI'IAT IOII t t{ ITIAL CURE: 0n-5ite DATE RECEIVED AT LA3: --- FIETD STORAGE FACTLITIES: lnside Trailer By: _-_ hltUitAx OAYS OATE TESTEO IOTAL LOAO (LBs) O T AI.!ETER ( I XCHTS ) AREA (sQ ilrl c0t1P . sTR . ( Psr ) TYPE OF FRACTURE CYL IIIDER VEIGHT (r85) CYLiI{OER UIIIT UEIGHI (PCF) t6 7B 288 288 28S/H 28SlJi 6-2-94 6-2-94 5-23-94 6-?3-94 6-?3-94 6-?3-94 98,000 98,000 6.00 5.99. 28.27 e8. t8 3470 3480 con/shear shear OESIGII sTRE]I6TH 4000 PSt 0 28 0AY5 TEsTs BY LABoRAIORY PTRSOIII{€L ARE IX ACCOROAHCE TJITH APPLICABLE A5I}I IIETHOOS U]{LESS OTHERI.'ISE IIOTED S{II,IE TIIFORT4ATION OF TEST REPORT I,IAY B€ PROVIOED BY OTTIERS REIIARKS : CoPIES: R.A. ilelson & Assoclates, inc.; Town of Vai l; lJestern l'lobile; J V A, Inc.; GuathreY Pratt Schultz;Carolyn Adarns Bobby J. HaYs FIELD OSSERVER APPROVED 8Y A6 a mutull protactton to ctt.ntsr thc prbllc and otrr-3clvarr .ll rcport! l|.a 3ul'|rl t-tad ra trlc confldlcntl.l pt"oPcrty ot l cllcnts. lnd authorlaatlor for publlcatlon of 3tatamcnt3. concluslonr or crtracta fFain or rad'rdlho osr reDortt Jt r'3crv'o p.ndtng oor Hrrtt.n.eprovrr. jiiiiil-iiir'r.-;irForrd ot .rtii-illli.i'ri-ii-piitri unicrr 5ttre. irrangcmintr 'sr'cd to lh Yrl tl nq.i'mli;:;';i th. ts!! ero{p ot co.rF.nl.t Foro No' cfl€113a 6/el CHEN.NORTHERN, INC. COI{SULTIil6 EIIGII{EERS AIID SCIEI{TI5TS REPORT OF CONCRETE TEST CYLINDER DATA T0: ilECl{ Enterprises JoB t{0. 4 178 93-3 oATE: 5-4-94Attn: Eustaquio Cortl na' P.0, Box 3149 SHEET I 0F IVail, C0 81658-3149 PR0JECT: Liftside Building, east of t{esthaven Orive and uestin Hotel , South Frontage Road }lest, Vail, Colo, PLACEI,IEI{T LOCATIOI{ :Footing Pad at P.6 and C Lines. BATCH TICKET II{FORI|ATION TRUCK 1{0. 189 TlllE BATCHED: l0:18 All TICKET ilo. 011992 II|IE ARRIVED: l0:38 Atil SUPPLIER: ll€stern t'l6bi le itIX oEsIGft t{0. 44 TIl.fE PLACED: l0;42 All-CU. YD. L0AD/ACCU||: 6/L2l12 FIELD TESTI]{6 IIIFORI.IATIOI{ SAT{PLE TE}IP: 64 "F AIR TEIiIP: 45 "F TlllE TEST TAKEII: 10:52 All SLUllP: 21l2 lll. AIR COl{TEtlT: 5.01 VET UIIII }JEI6HT: --- J08 SP€CI FICIT l0l{S: SLIJI'IP: }lax.4 lll. AIR C0l{TEllT: 4-81 VAT€R ADOED AT SITE 3 6AL. CYLI DER I1{FORIIATIOI{ t{0. 0F CYLIIIoERS: 6 CYLII{oER SIZE: 6"x 12" TII'I€ CYLII{DERS CAST: --- }IHERE CASI: on-Sile cuRt c lflF0flilATlotl II{ITIAL ClfrE: 48 hours OATE RECEIYED AT LA8: on-Si te 5-6-94 FIELO STORAGE FACIL I T IES: 8Y: Frank Potvin l'lll{/llAx A6E DAYS OATE TESTED TOTAL LOAD (L8s) OIA}IETER ( IilCHES ) AREA (sQ Ir{) col,rP. sTR. (PSr) TYPE OF FRACTURE CYt IIIDER UE I6HT (LBs ) CYTIIIDER UIIIT LrtIGilT (PcF) 7 ?8 z6 ao zs 5-r1-94 5-11-94 6-l-94 6-1-94 6-l-94 6- l-94 ll3,500 119,000 143,000 148,000 140,500 139,500 5,99 6.00 6.08 6.08 6,00 5.98 28. l8 28.?7 29 .03 29. 03 ?8.27 28.09 4030 4?10 4930 5100 4970 4970 columar col umnar shear con/sheaf con/spl i t con/s hear DESIGII STREflGTH 4OO(l PSI O 28 DAYS TE5TS BY LABORATORY PTRSOI{TITI ARE tII ACCOROAI{ff I'ITH APPLICASLE AST}I I,IETHT}OS U}ILESS OTHERTIISE I{OTEO sOI,IE T1{F(IR}IATIO}I OF TEST REPORI I,IAY BE PROVIDED BY OTHERS REI,IARKS: CoPIES: R.A. llelson & Associates, Inc. Tom of Vail; Uestern llobile; J V A, Inc.; fttathny Pratt Schultz;Carolyn Adans Eobby J. tlaYs FIELD OBSERVER APPROVED BY At r m{tual piotGctlon to cll.nt3, tlr. pulllc rnd osr:clvr:, .ll r.portr cllr|ltr, rnd ruthoFlz.tlon tor prbllc.t{on ot 3trt6r.ntt. Concl{rtlont orprndlng orr }rrltt.n .Fpr-ovrl. SmDlct |rllt ba dlipoa.d ot .ttcr' tritlngln wrltlnc. A n nbsr 6t th. !!! group o{ comprnlc. .r"a 3ubnlttad ar th. conttdl.ntlal prop.rty of artr_actt from oF ragrrdlng our FeForts It rctarvad J3 cofioletad unlas! othar rrrangat'€nti .graao lo Fortl $o. C Ell3A 6/91 o CHEN.NORTHERN, INC. COIISUITIN6 EII6IIIEERS A1{O SCIEIITISTS REPORT OF CCINCRETE TEST CYLINDER DATA T0: llfCil Enterprlses JOA ilO. 4 178 93-3 DATE: 5-5-94 Attn: Eustaguio Corti na P.0. Box 3149 SHEET I 0F I VaiI, C0 81658-3149 PRoJECT: Liftside Euilding, east of lesthaven Driye ard Vestln Hotel , South Frontage Road l{est, Vail, Colo. PLACEIIEIT TOCATIOI{:Footi ng Pad and Lorvest Section of Radius. EATCH ITCKET I1{F0R}IATI0i{ SUPPLIER: vestern }lobile TRUCK ll0. 9 TICKET ll0. 012040 l,llx oEsIGl{ ilo. 44 TilfE BATCHED: 2:28 Pl4 TIHE ARRIVED: 2:46 PA TII{E PLACED: CU. Y0. L0A0/ACCUI'I: 7l7l2lt FIELO TESTITIC I IIFORT{AT IOII TIiIE TEST TAKEII: ** JO8 SPECJ FICATIOI{S: SAI'IPTE TEIF: 64.F AIR TEiIP: 50 "F SLUI'IP: ** ll{. AIR COl{TEllT: ** I t{ET UlllT I{EI6HT: SLtfllP: Itl. AIR C0tlTEflT: N I{AIER A0DED AT SITE -- 6AL. CYL I I{DER II{FORIIAT IO}I ll0. 0F CYLII{OERS: 6 CYLII{oER SIZE: 6"x lZ" TII'IE CYIIfIDERS CAST: UHERE CAST: 0n-Site CURIIIG IIIFORIIATIOII II{ITIAL CUR€: 24 hours On-Site FltLO ST0RAGE FACILITIES: Inside lrailer DATE RECIMO AT LA8: 5-6-94 8Y; Fmnk Potvin l'll t{/tlAx AGE DAYS DATE TESTED IOTAL LOAD ( L8s) OIAI.IETER ( tr{cHEs) AREA (sQ Il{) c0H?. sTR. (PSr ) TYPE OF FRACIURE CYLIT{DER HE IGHT (L8s) CYLII{DER UI{]T VE]GHI (PcF) t 28 28 28 28 5-1?-94 5-12-94 6-2-94 6-2-94 6-2-94 6-?-94 107 ,500 110,500 147,000 142,000 147,000 135.000 s.99 6.08 6.07 6.07 5.99 5.99 ?8. tB 29.03 28.94 28.94 ?8.18 28.18 38t0 3810 5100 4910 5220 4790 anear shear con,/shear con/shear shear con/shear DESIGN STREI{GTH 4OOO PSI O 28 DAYS TESTS BY LAEORATONY PERSOI{I{EL ARE Ifl ACCORDAIICE TI]TH APPLICAELT ASTI.I ]'IETHODS UiltESS OTHERUISE '{OTEDS01.lE ll{FonilATloll 0F IEST REP0RT llAY 8E PRoYIDED BY oTHERS REIIIMKS: **llo air or slunp tests vere perforrned, as ue rEre not I nfortned of this concrete placement until we were on-site for backfill observatlon. COPIES: R.A. l{elson & Associates, Inc Town of lail; l,/estern l4obile; J V A, Inc.; Gwatlmey Pratt Schultz Carolyn Adans Bobby J. tlays FIELO OBSERVER. APPROYED BY A3 r mutual protactlon to cll.ntt, tha publlc and oqrtelva3. .ll r.portt cll.!tB. rnd ruthoFlz.t{on for gubllcrtlon ol ttrtatn ntt' Conclutlon3 or pc"ii"i'"r" r.rltt.n .pprottl. 3rnFl.t riII b. dltFor€d of .ftcr tcatlng ln wrltlnq, A ''cb.F ;f thr E!! group ot co.'P.nl.5 .tG rsbr{tt.d .3 tha corfldl.ntlal proparty ot attrrctt frofl or ragrrdlng oqF rrFortE lt rar'rv'd l. cocplet.d uttl.!t oth.F .'.rrngql.rts .g!'i...| to Forn tlo. ctlEl lSA 6191 , ---tT - 't'. r1 -,i' '\. CHEN-NORTHERN, INC. coilsutTrilc EltcntEERs A D sctEltTtsTs REPORT OF CONSTRUCTION ACTIVITIES T0: IIECH €nterprl sesAttn: [ustaquio Cortl na P.0. 8ox 3149vaiI, C0 81658-3149 JoB lr0. 1 178 93-3 OAILY RTPORT IIO. 74A DAT!:5-16-94 SHEET l OF 1 PROJECT: Liftside Sullding east of l,resthaven Drive and Vestln flotel , South Frontage Road tJest, Vail, Colorado. UEATHER COI{DITIOI{S AIIO TEI,IPERATURE coilTRACT0R'S C0ilSrRucTIol{ ACTMTIES PERSOl{I{EL: }IAJOR EQUIPIIEI{T: ACTIViTIES: CHEI{-IIORTHERII'S SITE ACTI I'I TIES Uhlle on-site for other testing, we observed the process to prepare the area at P.4 and "1" Lines for footlng pad. In this case, the contractor actually chipped an area out of bedrock which was approximately 2 feet above footing grade. Structural steel Has then placed uslng reoaining rock as concrete fonn. VERBAL Cff.II'IUT{ I CATI OII I{ITH COIITRACTOR, EI{GII{EER, ARCHITECT, OI{I{ER COPIES: R.A. l{elson & Associatee, Inc.; J V A, Inc.; Gwattney Fratt Schultz; Tonn of Vall;l I I Carolyn Adarns Fred R. Caneron I FIELO OBSERVER APPROVED BY Ai I toal prctactlo-n to cll.nti. th. publla.rtd our..lv.r. all r.porta ara arbatlttad aa tha co'rfldantlrl propcrty ot ou-|- cll.nt!, .ndauthorlratlon for publlcrtlon of at.tdr.nt. Conclo3lonr or artrrcts iroo or rrqardlng o{r raDortt lr raaarv.d p.ndlng our rrltt.r rpprov.l. S{nFIaa n{ll b. d{3pot.d of.ttri t.rtlng lr cfirpl.t..l snl|r. oth.r rrrcngodntt aia tgraad to {n t.rltlng. A rr|rbrr' of th. E!! group of cnF.nl.i CHEN.NOHTHERN, INC. COI{SULTING EI'EII{EERS AI{D SCI€XTISIS REPORT OF FIELD NUCLEAR DENSITY TESTING A.. iutu.l protact lon to €ll.nt3, th. F{bllc.rd oi r..lv..r .ll r.Iortr rrr a|rt|nlttad ar tlr. confld.ntlrl prot.rty of our cll'nt3' i"a auiftoriajtlon tor publlc.tion of ttrts.ot, conclr3lonr 9r.rtragti fio.n ar r.g.tdlng ooF r.port3 13 t.3a! vad F.ndlrt our irltt'n ilil;;i:' 'iiijil' iiri -ri aiii"J.a "i iitir firiini ii ioapirtro uniejr othor rrringr*ri'tr rrc isr{d to {n '{'.ltins'A h.|tb.r of thi E!! group ot co|'prnl.i T0: l,lE0f'l Enterprlses J08 tl0. 4 178 93-3 DATE; 5-19-94Attn: Eustaquio Corti na P.0. Box 3149 Yatl, C0 81658-3149 DAILY REPoRT ll0. 76 SHEET I 0F 2 PR0JECI: Llftslde Bullding, East of lJesthaven Driye and Uestin Hotel , South Frontage Road lrest, Vail, Colorado. sPECIFICATIO]I COI,IPACTIOI{ & iIATERTA! llll{Il,lul'l REQUIRED II{-PLACE DE}ISITY: 95X As OETERtllllEO BY: ASTI{ 0-698 CollSTRWTIoll CoIITRACToR: Stan lllller, Inc. TEST L0CATI0]{S IERE SEIECTED BY: Chen-l{orthern TYPE AllD llt llBER 0F EARIH i{OVIl{G UI{ITS: Dozer, Trackhoe. TYPE A1{0 tllrll8ER 0F C0IIPACTIo UIITS: Snooth Drum Ro]ler. l.lETH0D 0F ADDII{6 II0ISTWE: Uater Hose TIIICKI{ESS OF LIFT: llUl{BER 0F PASSES: As Required I'EST ilo. tocATI0l{ Bike Path DEPTH OR ELEVATIOII (FrET) LABORATORY FI :LO I.IOISTURE coilTEflT (r) PERCEI{T (RELATI VIl HAXil.{',l'l) 08TAt1{tD SOIL TYPE itN(Iiluil I oPTtil$loRY I ltolsTtRE DEilSIil | Cot{TEilT-(pcf) l' (1) DRY DE}ISITY (PcFl ,|? 134 L4 144 I3 16 150' t'lest of East Bri dge Retest of #13 130' lfest of East Bri dge Retest of #14 100' tlest of East Brldge 40' llest of East Brl dge Subgrade Subgrade Subgrade Subgrade Subgrade Subgrade 134 .2 t34 .2 t34 .? t34.2 t34 .? t34.? to 1.9 7.9 7.9 7.9 7.9 128.5 128.7 125.4 t3 0.4 1e3.5 13 0.7 3.6 3.8 4.8 4.6 4.4 3.8 YO 96 " 9.q 97 q? 97 -3l4" Aggregate Base course -3l4" Aggregate Base Course -3l4" Aggregate Base Course -3l4" Aggregate Base Course -3l4" Aggregate Base Course -3l4" Aggregate Base Course FULL TIIIE OBSERVATIOil X PART TII.IE OESERVATIOI{ THIS f,EFEFfpREsENTs oprfltot{s FoH{Eo As A RESULT oF our oESEEV-ATtoa{s oF FtL! pLAcE.rE{t, rE HAv€ R€LtEo (}t rHE cglr84croR_ro CO II UE ApFLYttlG tH€ RECo|+IENOED COIIPACIIVE €FFOR' AflO I'FISIURE lO FILL oURll{G IHE lIl,lES tHE}l OlrR OBSERVER Is llor trIsERY-l-NE o*RAitot{ii. iesrs Aie l{Aoa oF iHE FILL o{Ly As BELTEVED r{EcEssaRy ro cALIbnATE o{n oBsEnvEi's .ruoc€r't8 .tr . T€sr oATA AnE Nor TH€ SOLE EASIS FOR OPIHIONS Ofl U$ETHER TIIE FILL '4EETS SPECIFICATIOIIS. THE ]{UCLEAR DEI{SOI,IETER I{ETHOD OF TESTIIIG I'AS USED I1{ SUSSTAXTIAL ACCORDAIIC€ VIT}I ASTI,I 02992 AI{O D3017. PRELII,IIIIARY OBSERVATIOIIS AilD/OR TEST RESULTS VERBALTY REPORTED TO: PRoGRESS REPoRT: Contractor rill add moi sture and se will retest this afternoon. COPIES: R,A. l{elson & Associates, Inc.; J Y A, Inc.; Grnthney Pratt Schultz Town of Vail; Carol yn Adarns FIELD O8sE[VE& Fred R. Caneron APPROVED 8Y T0: llECll Enterprises JOB l{0. 4 179 93-3 DATE: 5-19-94Attn: Eustaquio Corti na P.0. Box 3149vail, C0 816s8-3149 DAtLy REPoRT t{0. 16 SHEET A 0F ? PROJECT: Llftslde Euildtng,.East of llesthaven Drive and tlestin tlotel , South Frontage Road Uest, Vail , Colorado. N0. LOCAT I OII Bike Path OEPTH (R ELE VAT IOII ( FEET) TAEORATORY I FIETD PERCEIIT (RELATIVE/ r.rAx r I'trit) OBTAII{ED SOIL TYPE t'tAxl ttul.l WY DEI{S I TY (pcf) OPT I }IUI.I I.IO I STURE c0ilTEf{T (;) ORY DENSITY (PcF) t40IsruRE c0lrTEt{T (z) i5A IT Retest of #15 40' East of Exi sti ng Pavenent on lfest End of Si te Subgrade Subgrade 134 .2 134.2 7.9 7.9 132.4 130.1 6.6 4.1 99 9l -3l4" Aggregate Base Course -3l4r'Aggregate Base Course CoPIEs: R.A. llel son & Associates, Inc.; J.V.A., Inc.; Tom of Vail: Gratlney Pratt Schul tz; Carolyr Adans Fred R. Caleron FI€LD OBSERVER APPROVEO BY CHEN.NORTHERN, INC. co suLrll|6 E 6r{EEQS AxD SCtE{TtSlS REPORT OF FIELD NUCLEAR DENSITY TESTTNG A. a |n|rt{.I pr.tactloar to €ll.nti, tha Frbllc .nd o{rtrly.3r .ll raporti .r. ruh{nlttad as th. corlld.!|tlal pFoparty ot ou. cll.ntt,r|ld authoflratlon foi gubllcatloh of ltrtartr conclo!lotrr or attr.ctr troo or ra4atdlat our reportr lr rararvcd pandlnt ouF wrlttanrppFovrl. S.npl.. t'lll ba dl3pot.d.t rftoF t.rtthg l* cofipl.t.d unl.t3 othcr rrringoritr crr igrerd to itr wrltl-ng. I CHEN.NORTHERN, INC. COI{SULTIIIG EIIGIilEERS AilD SCIEIITI STS REPORT OF ASPHALT PAVEMENT TESTING T0: IIECH Enterpri ses Attn: Eustaquio Corti na P.0. Box 3149VaiI, C0 81658-3149 PR0JECT: Ltftstde Bullding, East of Yesthayen JOB ll0. 4 178 93-3 DATE: 5-20-94 0rive and Uestin Hotel, South Frontage Road l{est, Vail, Ccl orado. DAILY REPORT I{0. 77 SHEET l OF 2 SPECIFICATI0I{ C0I.|PACT l0ll & IIATERIAL I.II IT I I.IUI.I AVERAGE CME Iil.PLACE DEIISITY tlF 95 PERCEIIT OF THE I.IAX II{UI{ DEI{SITY C0llSTRUCTtOl{ C0I{TRACTIIR: Elam Construction TEST t0CATlOilS UERE SEIECTED AT RAllDUl.l Ill ACCORIIAIICE IJIIH ASTiI D 3885 TYPE All0 tlUliBER 0F CSIPACTIOI{ U]{ITS: Vi bratory Smooth Drum TEI'fPERATUE VARIATI0IIS: 2SS to 270 degrees F. THICK|IESS 0F LIFT: 2" I{UIIBER OF PASSES: As Requi red TEST 1{0. LOCAT I OIt Bike Path PAVEI.TEIIT L IFT LAEORATORY DEl{S TTY (PcF) HVEEiI IitARSHAL IIUCLEAR F] ELD DEIIS ITY (PcF) I{UCLEAR c0ilPAcTtotl (r) CORE LE TIGTH (ilr) CORE FIELD DE tIS I TY (PcF ) CORE col.rPAcT I oil (1) I 1A 2 5 4 ?4' Uest of East Bridqe, 3' North of South Edge Retest of #l 80' tlest of East Bridge, approxinate- ly Centerl ine of llat 140' l{est of East Erldge, 2' South of l{orth ldge 100' East of Uest End, 4' South of tlorth Edge 116.2 146.2 746.2 146.2 146.2 133.9 136.6 't ?q g 134. I 13 5.8 92 ..91_ :tb .9-e. 93 FI'LL TTI{E,OBSENVATIO'I X PART TII,IT OBSERVATIOII THIS FEPONI PRESETTS OPTTICIS FOf'{ED AS A fi€St'LT OF OUN OBSEQVATTO$E OF PAVAiE T CONSTRIrc?IOI{. Yg HAVE RELIED Ot{ THE CO{TRACTOR APPLVTHG IHE NECOiI.GIOTD OO,FACITVE EFFOR1 Ot'TIflE € TI!'ES |||{EX Ot,|R OBSENYER IS OT OESEIVIi{S OF€RATIONS. TESTS ARE I,IAOE OF THE PAVEI.I4II Oi{IY AS IEIT€YED ECESSANY 'O GALIBRATS Ot,R OgSEEVER'S JUOG€}.G I. T€5T DAIA ARE OT IHE SOLE BASIS FOR OPTI{IO S O'I I.'HETHER THE PAVEHEff' '.|EEIS SF€CI FTCATIOT{S. T CL€AR OEIISTTY T€STS SHOULO g€ COIISIO€RED RELATIVS IJIILESS COREELATED IO CORE oEf{stTIEs AT IHE SaHE LOC{trfitS, ASTri RECo||TETSS CORR€LATIo.| At A nlNlt'tt 't OF SEVEi{ LOCA?IO|{S THE IIUCLEAR DE]{S0fiETER flETtl0D 0F TESTIIIG Itl ACC0RDAI{CE I,,ITH ASTI{ 02950 UITH C0RE C0RRELATIO]{S PERF0RI'IED Ill ACC0RDAI{CE IflIH ASTll D2726 l{t CLEAR 6AUGE }IAKE: Troxler l{00E1: 46408 SERIAL I{U]'IBER: 1049 STAI{OARD COUllT PRELII,IIIIARY OSSERIIATIOIIS AIIO/OR TEST RESULTS YEREATLY REPORTED TO: PR0GRESS REPoRT: Two small areas rhere asphalt Has cracking ere pointed out to the contractor. CoPIES: R.A. llelson & Associates, -Inc. J.V.A., Ittc,; Totrn of Vail Ewathney Pratt Schul tz;Carol yn Adarns FITLD OBSERVER Fred R. Cameron APPROVEO BY A. . frutual prot.ctlon to cll.nti, th. publlc rnd our..lv.E. .ll r.porta rrc aubnlttaal rt the confldentlal pt'oFcrty of oui cllantr. rtrd ruthorlr;tlon ter 9{bllcatlon of atatffantr concl{riont or atttrctt fro|' or tagrtdl n9 osr r.portt l3 ra3.l'vad. pandlng our xFltt.h rpprov.l. SjrpIGr wlli ba dtrporad of rft.r tattlng lr cspl.tcd unl.r3 othat rrrrngst.nta rr. rgr..d to tn xrltrng. a ;6rb.r of th. !!! grouP of corF.nl.r CHEN-NORTHERN, INC. COIISULTIIIG EI{6I IIEERS AIIO SCIEI,ITISTS REPORT OF ASPHALT PAVEMENT TESTING T0: .1.{ECl'l €ltterpri Bes JOB flO. 4lZA 93-3 OATE: 5-?0-94Attn: Eu6taquio Cortina P.0. Box 3149Vail, C0 81558-3149 DAILY REP0RT 0. t7 SHEET 2 OF z 'PROJECT: Liftside Buildlng, East of tlesthaven Drive and Uestin Hotel , South Frontage Road llest, Vall, Colorado, SPECIFICATIOT COHPACTIOI{ & IIATERIAL I'tIilI}IUI{ AVERAGE CORE II{-PLACE OEI{SIIY OF 95 PERCEI{T OF THE I,IAXIiIUI.I I}EIISITY C0llSTRt CTt0ll c0IITR"ACT0R: Elarn Constructlon TeST toCATIollS UERE SELECTEo AT RAtlBtS,l ltl ACC0RDAI|CI I{ITH AST|{ D 3BB5 TYP€A||Dl|tJli|8ER0Fc0|.lPAcTI0t{Ul|ITS:VibratorySrroothDrurnTHIcKt|E5s0FLtFT: TEIfPERATURE VARIATI0I{S: 255 to 270 degrees F. t{UtrBER 0F PASSES: As Requi red TEST fio. LOCATIOII Blke Path PAVEI'IEI{T LIFT LABORATORY DEI{S I TY ( PCF) HVEEI,I inRsrnL I{UCLEAR FIETD DEI{S I TY (PCF) 1{IJCLEAR coftPAcTI0tl (x) CORE LEII6TH ( tt{) CORE FIELD OEIISITY (PcF) CtlRE c0itPAcT I 0t{ (x) 55' East of Yest End, Approximately4' llorth of South Edge 146.2 135.4 93 FULL TII.IE I}BSERVATIOI{ I PART TII,IE OBSERYATIOI{ruts REEFT-tREsElrrs oFtrtoats Foa Eo As A REsuLt oF on oEENi,tIors oF pAvangrr oor{srnucrroar, yE }llvE R€LrED or rHE co{rrActon aPPLYTXC llrE RECOi.rEI€EI) O(I'IPACTIVE EFFORT 0URIH6 fBE trlrEs tfiE O{JR OBSEIVEi tS r|or OISEFyI G opEnATtOr{S. TESTS ARg r,rADE OF ?HE FAVEI.EIII SILV AS BELI€VE.' I{ECESSANY IO CALTBRATE OT,R OBSERVERIS JTDGEJiIEI{T. TEST DATA AR€ }IOT T}IE SOLE BASIS FOR OPII{IO}IS ON l{llETHEn tHE PAvE,lEl{T l,lEEtS SpEClFlCATlOt{S. }IICLEAI D€HSITY tEStS SHOULD eE Cot{StOEi€D RELATTVE U LESS CORRELATED lO COREDEI{SIIIES Al lH€ SrtlE LOCATtOa|s. AST nEOot+lE}DS CORQELATIOT{ AT A HIIITdJH OF S€VEI{ LOCAIIo.aS THE ]{I[LEAR DEIISOIIETER T€TIIOD OF TESTIIIG III ACCOROAIICE YITH ASTI,I 02950 UITH CORE CORRELATIOIiS PERFWI,IED III ACCORDAI{CE TdITH AST}I 02726 IIUCLEAR GAUGE iIAKE: Trorler ll0DEL: 46408 SERIAL l{UllBER: 1049 STAIIDARO C0UilT PRELII.III{ART OBSERVATIOIIS AI{D/OR TEST RESULTS VERBALLY R€PORTED IO: PROGRESS REPORT: COPIES: R.A. l{elson e Associates, Inc,; J.V.A., Inc.; Tom of Vail; I &{athrcy Pratt Schultz; I Carolyn Adams Fred R. Caneron I FIELD OBSERVER APPROVEO BT A3 r rstsll protactlon to cllantt, tha Pqbllc rnd ourlclv.r. .ll rcportr .ra rubnlttcd ar th. confldantlal nropcl'ty ot our cllants, rrd authotltatlon for publlcatlon ot ttatqta[t, conclo3{ona or axtr.cta tr6r or fagtrdlng oui raFott3 lt raaafvad pandlng our rrlttcn .n.F^e.l trrnl.. r.lll h. rlarrn<t.l n{ r'ar.e t..tilrd l< .6hl.t..l n.1..< ^th.F rF. rff-..t t^ an lf{+'|.o, I CHEN-NORTHERN, INC. C$ISI,LI I XG EIIGITEERS AID SCIEXTISTS REPORT OF CONSTRUCTION ACTIVITIES T0: llEGll Enterprises JOB l{0. 4 178 93-3 DATE: 5-24-94Attn: Eustaquio Corti na P.0. 8ox 3149Vail, C0 81658-3149 DAILY REP0RT 1{0. 78 SHEET l OF 1 PROJECT: Liftslde Bullding east of llesthaven Drive and llestin notel , South Frontage Road llest, Vail, Colorado. UEATHER COI{DITIOIIS At{O TEI.IPIRATURE cor{TRAcToR's cofl sTRl,cTIbil PERSONIIEL; I.IAJOR EQUIPMENT: ACTIVITIES: ACTIV]TIES CHEI{-I{ORTHERiI'S S tTE ACTIVTTIES tle observed backfill being placed and cdpacted for a footing pad at P.3 and "C" Line. ],laterlal appeared to receive adequate cdpaction. . During this vi6it, |{e also observed tko excavations on "I" Line at P.4 and P.3 Lines. l.laterial Has retrDved to fractured bedrock at both locations and flnes and larger debris were rehoved prior to placing concrete as a leveling coourse for footi ng pads. VERgAt CO}IIIU]I ]CAT I OI{ }TITH COIITRACTOR, EI{GII{EER, ARCHITECT, I}UIIER C(lPIES: R.A. l{elson & Associates, Inc.; J V A, Inc.: Grathney Pratt Schultz;t*" * *tt'i Carol yn Adarns FIELD OBSTRVER Fred R. Cameron APPROVED BY Ar I n{tual protactlon to cll.ntr. th. p{bllc rnd ouir.lvtr. .Il r.Fortt rr. lubdltt.d .r thr coEfld.ntlrl PFopcrty of ou-r cll.ntr. |nd authorlzrtloi tor publlcatlon o? ltatrrairt, Conclur,lon5 or ritrrctr ir! cr r.g.rdlng our r.portr lr iat.rv.d p.ndlng our |{flttan rPproval. Saqla3 ralll ba dlrpoaad ot aftar tartlng lr conplct.d unla[ othar an lng]rcnti ara.gr..d to in r.rltlnt. A m.nb.r ol th. EI! groop of co.rp.nl.t ' r55 150 r45 lro o- I tsoztuo Eo 110 r30 r25 120 zERo Ari volo SPECFC GHAVTY sPgcFtc GRAVNY SPECFIC GRAVTTY cuivES 2.80 \2.70 2.60 o M OISTURE CONTENT -PERCENT OF DRY WEIGHT Loc^rtoN: BIKE PATH - LIFTSIDE MOISTURE-DENSITY RELATIONSHIPSSample No. 4 NO FIELD CORRECTION REOUIRED soL DEscRlprroN: -3l4" Aqqregate Base Course ---TF;;N;fi h e r a,-!ae,, I'AX DFY DENSIrY : 134-2 PCF OPT. fvlolsl. CONIEii{T : 7 -Q I PRocEoufiE: ASTI',1 D-698 Method C LIQUD LIMfT :PLA$TICITY bDEX :JoB No.,. 4 178 93-3 | rrc- wo. oArE: MaY 19 , 1994 | 5GRAVEL: 42 a sAsD: 48 * SLTANoGLAy(-2oo): 10* Hn. MIN. 7 HR. t5 MtN.60 MIN 19 MIN 4 MIN. o z_ <h ztu() .C z Fu,G Fz () IE!l GFTAvEL 42 x sAND 48. * % srLT AND cLAY '10 *LIOUID LIMIT SAMrLE oF _3/4" PLASTICITY INDEX Aggregate Base FRoM Liftside - Bike Path (s - 1e-e4 )4 )course ? HR, r5 MlN.60 MtN. r9 MtN. { MtN.ltf oe Fzul() DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT GRAVEL LIOUID LIMIT SAMPLE OF 'C SILT AND CLAY PLASTICITY INDEX FFOM OIAMETER OF PAFTICLE IN MILLMETERS 4 178 93-3 Chen€Northem,lnc GRADATION TEST RESULTS Fis. 6 CHEN.NORTHERN, INC. COIISULTI116 EII6IilTENS AilD SCIEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: HECII Enterpri ses Attn: Eustaquio Corti na P.0. Box 3149Vail, C0 81558-3149 J08 ll0. 4 178 93-3 DATE: 5-9-94 SHEET 1 OF I PR0JECT: Ltftsfde 8utlding, east of \rlesthaven Drlve and lfestin llotel , South Frontage Road ldest, Yatl, Colo. PLACEtitEllT L0CATIO||: lleck Topplng and Footing Pad at "A" Line and P.B. BATCH TICKET IllF0Rl{rlTIOll SUPPLI€R: l,lestern ilobile TRUCK lto. 161 TICKET 1{0. 012080 llllx DESIGI{ !10. 44 TIXE BATCHEo: 3:14 Pll TIl,lE ARRIVEO: 3:30 Pl{ TIIIE PLACED: 3:40 P|{-CU. Y0. L0AO/ACCU}|: 7ltLlz|! FIEID TESTIIIG IllFoRtlATloll TIl.lE TEST TAKEI{: 3:50 Pl'l JOB SPEEIFICATIOI{5: SLtfiP: 3 SLISIP: f,lar.4 Ilr. I1{ . Sil{PLE TEIIP: AIR COllTEllT: 4.6t AIR C0llTEllT: 4-8I 68'F AIR TEHP: 45'F tlET u]{lT tlElGHT: 143.2 TATER AODEO AT SITE .- GAL. CYL IIIDER TI{FORI'IATIO]I NO. dF CYLIIIOERS: 6 CYLIIIOER SIZE: 6''X 12" IIIIE CYII}IOERS CAST: IJ}IERE CAST: ON-sitE CURIT{6 IIIFORITATIOII II{ITIAL CIRE: 48 hours OATE RECEIVEO AT LAB: 0n-Si te 5-l l-94 FIELD STORAGE FACILITIES; BY: Carolyn Adarns tllll/llAx AGE DAYS DAT€ TESTED TOTAL LOAD (r8s ) D IAIIETER ( II{CHES ) AREA {sq Iil) cof,tP. sTR. ( PSr ) TYPE OF FRACTURE CYLIIIDER UETGHI (LBs ) CYL I]{DER UilIT }IE I6HT (PcF) E I 28 28 za ?a 5-17-94 5- 17-94 6-6-94 6-6-94 6-5-94 6-6-94 I15,000 r13,000 145,000 144,000 141,000 141,500 5.99 5.99 ' Rqo 5.99 5.99 5,99 28.18 ?8.18 28. 18 28, 18 ?8. t8 ?8. t8 4080 4010 5150 5110 5000 5020 con/shear con/she6r oon/shear con/shear con/shear shear D€SIGII STREIIGTH 4OOO PsI O 28 DAYS TESTS 8Y LABffiATORY PERSOilflEL ANE Iil ACCORDAIICE UITH APPLICAETE ASTII I.IST}IODS UIILESS OTHERUISE IIOTEO SOI{E IIiFORIiATIOII {IF IEST REPORT I{AY BI PROVIDED BY OTTIERS ftEIIARKS: CoPIE5: R.A. lle'l son & Associates, Inc Town of Vaili Uestern lloblle; J V A, lnc,; Grattmey Pratt Schul tz Camlyn Adams Eobby J. tlays FIELD OBSTRVTR APPROVED BY A.. iuts.l protoctton t(o cltrntr, the publlc.rd olrralv.a, .ll taportr ara 3ubo{tt.d .r thr aorfldl.ntlrl Frop.rty of cll.nta. ard .ethoilz.tlon for Dubllc.t{;n ol rtrtrr.nts, Concl{3loni ot .xtr.ct. ft'{ or iegardlng our raporti la raaarvad pcnOtng our r.rltt.n.pp?ov.l. irhpl.r rtll b. dlipor.d ol lttat t.ltlng ir cqipl.t.d urlDr! otiar arhang!||Entt rgraao lo ln rlrltl ng.4".;i;a;-;; th. EI! gioup of cotnp.nl.. FoFt' tlo. c ElltA 6/91 #'?o'.u'r\ 3' Jurrr t994 -Q &' rrulr lVYr+ i,lrF' __q!\.ti!1sY_ .__i(.: pn*nblruiz :; tr .AnAVIECTS'PC.. y -.-,;i;i;i# CHEN.NORTHERN, INC. corsuLTI116 EltGn{EERs Alto sct€ttTIsTs REPORT OF CONCRETE TEST CYLINDER DATA Aa. |rirts.l piot.ctloa to clfanta. th. publlc and orrr.lvra, .ll r'.Fortr rra $abfilttad 13 th. confldlantlal piop.rty of cllantr. and authoFltatlor tor publlcrtlon of atrtarcntr. Conclur{oht or artBctt fro|r oF fagatdlng our rcporti lr ra3crvadp.trdlhg o{r rrltt.n rlprovrl. Sr plaa r{lll b. dlrpor.d ol rft.r t.3tln! {t co Flatad urlaa3 oth.f rrrrhgdr.nt3 .gr\.cd to in r.r.l t I hg. A ndlb.r 6t th. !!! gilup ot cor|F.nl.. Form {o, CmEll3A 6/91 T0: tlECll Enterprises JoB l{0. 4 178 93-3 oATE: 5-10-94Attn: Eustaquio Corti ra P,0, Box 3149 SHETT I 0F tVail, C0 81658-3149 PR0JECT: Liftslde Building, east of l,lesthaven Drive and l|estl n Hotel , South Frontage Road Uest, Vail, Colo. PLACEI,IEilT L0CATIOI|:Footi ng on A Line: 63' - P.10. BATCH TICKET ll{F0RtlATI0ll SUPPLIER: lrestern llobile TRUCK ilo. 119 TICKET t{0. 012114 litlx oESIGfl l{0. 44 TII'fE BATCH€D: 5:34 Pll TIIIE ARRIVE0: 6:00 Pl,l TIltlE PLACt0r 6:05 Ptt-CU. YD. L0A0/ACCUil: 7l2l FIELD TESIII{G IilFMilATIOII S,TIIPLE TEI,IP: 68 "F AIR TEI.IP: 66 "F TIl.fE TEST TAKEII: 5:10 PH SLUilP: r l/4 It{. AIR COllTEllT: 4.0[ IJET UI{IT IJEI6HT: 142.7 J08 SPECIFICATIoIIS: SLUHP: Ill. AIR C0llTEilr: r UATER A0DE0 AT SITE -- GAL. CYL I I{DER I 1{FOfiI{ATIOT{ ll0. 0F CYLI D€RS: 6 CYLIIIDER SIZE: 6"x 12" TIl,lE CYLIII0ERS CAST: 6:15 Pl'l llHERt CAST: On-Site CURTilG IIIFORI.IATIOT I1{ITIAL CIIRE: On-Si te DATE RECEIYED AT MB: FIELD STORAGE FACILITIES: BY: ---f,tIl{/ilAx A6E DAYS DATE TESTTD TOTAL IOAD (L8s) DIAITIETER ( IlrcHEs) ARTA (sQ lil) coitP.sTR. (Psr) TYPE OF FRACTURE CTLII{DER UEIGHT (LBS) CYL IIIOER UI'|IT UEI6HT (PCF) ?8 ?8 28 2B 5-17-94 5- t 7-91 6-7-94 6-7-94 6-7-94 6-7-94 131,000 130,000 t69,000 162,000 165, 500 161,000 5.00 6.00 6.00 5.99 5.99 6.00 ?8.27 ?8.27 ?8.27 28. t8 28. 18 28.27 4630 4600 5980 5750 5870 5690 con/shear con/shear con/shear con/shear con/shear conlshear OESI6I{ STREIIGTH 1000 Psl 0 28 DAY5 TESTS BY IAEORAT0RY PERSOllllEt ARE lll ACC0ROAI{CE tlTH APPLICABTE ASTl,l f,|ETHOOS Ut{tESS 0THERI,ISE tlOTED SOI,IE IIIFORIIATIOI{ OF TEST REPORT I,IAY BE PROYIDED BY OTHERS RE}IARXS: COPIES: R.A. Ilelson & Associates, Inc.; Tosn of Vail I llestern llobile; J V A, lnc.; &rathrcy Pratt Schultz;grlan Scanian Bobby J, llays FIETD OESERVER APPROVED BY o CHEN.NORTHERN, INC. cor{sulTlit6 Er6rI{EERS Ailo SCI rilTtSTS REPORT OF CONCRETE TEST CYLINDER DATA A3 a r turl prot.ctlon to cll.,rtrr tli. pobllc .nd o{F.lr.t, rll irpo|.tl .r. r{bnltt.d .t th. €ontldlantl.l prlpeaty ot cl{ant:, .nd autl|oilratlotr for" paAllcatlor of tt.t.,i.ntr. Cciclu.'lon3 or artr.ct3 f|l.d! or r.g.rdlnt orF rnFortt t: t:.if"ad prndlng osr wrlttan approval. Si.glaa r,lll ba allrpoi.d ot rft.i t.rtint l.' codP!.t.d unl..r oth.r rFF.l|tdh.nt3 .gr..d Eo lr |..ltlng.i-rlitii" 6i th. !!E group of coe.nl.* Fnr|i xo. cl'lEll3A 5/tl T0: liECli EnterDrises JOB ll0. 4 178 93-3 DATE: 5-11-94Attn: Eustaqulo Corti na P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149 PROJECT: Liftside Bui1ding, east of tlesthay€n Drive and llestin lbtel , South Frontage Road lfest, Vail, Colo. PLACEI{EI{T L0CAIIOI{: Second Section Vertically of lall, Outside Radiue of East Parklng Core Ranp $etrcen Approxinately P10.5 Line and 25 Line. B&TCH TICKET ItlFORl,lATIOlt SUIPLIER: \lestern l{obile TRUCK !r0. u4 TtCKtT [0. 012138 HIX DESI6I{ ll0. 44 TIl,fE EATCHED: 12:56 Pil TIl,lE ARRIVED: l:20 Pll TIIIE PLACED: 1:39 P||-CU.YD.L0AD/ACCUf,|: 7lI4l2E FIELD TESTIIIg IltF0RllATl0ll SMPLE TEIIP: 7l "F AIR TEIIP: 60 "F TIIIE TEST TAKET{: l:48 Pl{ SLWP: 21/2 t}1. AIR COI{IE}IT: 4.6I tlET Ul{tT I{EIGHI: --- JoB SPECIFICATI0TIS: SLUIP: Il{. AIR COI{TEI{T: I IIATER A0DED AT,SITE 9 6AL. CYLI]IOER ITFORI,IATIO]I t{0. 0F CYLII{DERS: 6 CYIIIIDER SIZE: 6"x 12" TIiIE CYtlllOERS CAST: 1:58 Plt tlHERt CAST: On-Site CUR I ]iG I IIFffiI,IATIOII IllITlAl CURE: 48 hours DATE RECEIVEO AT LA8: 0n-5tte 5-13-9't FIELD STORAGE FACILITJES: --- BY: Frank Potvin illl{,/llAX AGE DAYS DATE TEST€D TOTAL IOAD (rBs ) OIAI.IETER ( mcHts ) AREA (sQ Ill) c0t{P. sTR. (Psr) TYPE OF FRACTffiE CYL II{DER VEI6HT (LBs) CYLI}IOER UIIIT UEIGHT (PCF) 7 7 28 28 28 28 5- t8-94 5-18-94 6-8-94 6-8-94 6-8-94 6-0-94 106,000 110,500 139,000 145,000 140,{n0 133,000 5.99 5.98 6.04 5.99 6.00 6.00 ?8. 18 ?8.09 28.65 28.18 28.27 28.27 3760 3930 4S50 5150 4950 4700 con/spl it con./shedr shear col umnar con/5hear con/qhear DESIEII STRET{GTH 4O()O PSI O 28 DAYS TESTS 8Y LABORATORY PSRSOIIilEL ARE III ACCORDAIICE UITH APPLICABLE AST},I I,IETHOOS UI.ILESS OTHERUISE IIOTED SOI,IE IilF$IIATIOI{ OF TESI REPORT iIAY BE PROVIOEO BY OTHERS RE}IARKS: COPIES: R.A. Nelson & A$sociates, Inc Town of Vail; lfestern llobile; J V A, Inc. ; cwatlf||ey Pratt Schul te Carolyn Adams Bobby J. HaYs FIELD OBSERVER APPROVED BY v CHEN.NORTHERN, INC. COIISULTIT{G EIIGII{EERS ATD sEIETITISTS REPORT OF CONCRETE TEST CYLINDER DATA A3. nutu.l prot.ctlon to cllart3r th. psbllc rnd our3.ly.r, rll t Fort! .r. .r.lftltt.d .. th. confldlantlrl proF.rty ot clt.nt., rnd rstiot t'rtton tor pulilcrtlln of atrt.l|.nta. - Conclualon. or .rtr|ct3 frqt oP r.g.rdlng our F.Fottr It r.t.rv'd ;;ili;;'o;;;;i;iln-rpprovr|. Srnpiii ritl bc dl.po..d of.ft.i t rt{ng i3 coripl.trd unl.33 oth.r arr.ng.n ntr .gr..d to ln rattlng.i--r*!i.-ir th. !!! grcup of con!.r{.. otn tlo' c Elt3A 5/91 I0: iltCfl Attn P.0. Vai I PROJECT: Enterpri ses Eustaquio cort i na Box 3149c0 81658-3149 Liftslde Bui lding, east JOB ilO. 4 178 93-3 OATE: 5-12-94 SHEET I OF I. of l{esthaven Drlve and yestin llotel, South Frontage Road Uest, Vail, Colo. PLACEI{TIIT LOCATIOtt :Foundation ?ad on "8" Line; Footlng Pads on "I" Line at P.10.5 rnd P,10, BATCH TICKET IllFORl'lATI0ll SUPPLIER: I'lestern ilobile TRUCK l{0. 189 TtcK€T ll0. 012178 l,llx DESIGI| N0. 44 TIIIE BATCHED: 1:55 Pil TIl,lE ARRIVED: 2:28 Pl'l TII{E PLACED: 2:33 P}l-CU.Y0.L0A0/ACgul'l: 7l}135t FIELO IESTIHG I Fffi}IATIOT{ SAIIPLE TE}IP: 72 "F AIR TEI{P: 60 .F TtllE TEST TAKEI{: ?:39 PFI SLUHP: 4 l/4 llt. AIR COtlTEtlI: 4.81 tlET Ul{lT lfElGHT: J08 SPECIFICATIOIIS: SLI$iP: tlax.4 lil. AIR C0ilTEt{T: 4-81 UATER AODED AT SITE 5 GAL. CYtII{DER II{FORI.IATIOII ll0. 0F CYLII{OERS; 6 CYLIIIDER SIZE: 6r'x 12" TIIIE CYLITIDERS EAST: ?:49 Pil UHERE CAST: 0n-Sl te CMING IHF{NHAT IOTI IilITIAL CURE: 24 hours on-Slte OATE RECEMD AT LA8: 5-13-94 FIELO STORAGE FACIT-ITIES: Inside Trailer 8Y: Billy Barbour llltl/l4Ax AGE OAYS OAIE TESTED TOTAL LOAD (LBs) DIAIIETER ( IircHEs) AREA (sq Ix) coirP.sTR. (Fsr ) TYPE OF FRACTURE CYt II{OER YE TCHT (LBS) CYL I1{DER UilIT TEIGHT (PcF) 7 28 Z8 ?8 28 5-19-94 5- l9-94 6-9-94 6-9-94 6-9-94 6-9-94 r07,000 103,500 137,000 138,500 137,000 13 7 .000 6.00 6. 00 6. 00 6,00 5.99 5.99 28.27 28.27 28.21 28.27 28. 18 28.18 3780 3660 4850 4900 4860 4860 sh€ar shear con/rhear con,/5hear shear shear DESIGII STREIIGIH 4OOO PSI 3 28 OAYS TESTS BY LABffiAT(XY PERSOT{NEL ARE III ACCffiDAI{CE UITH APPLICABTE ASII,I I,IET}ODS I'IILESS OTHERUISE I{OTED SOI,IE I }IFORI.IAT IOI{ OF TEST REPORT }tAY 8E PROVIDEO BY OTHERS REI'IARKS: COPIE!: R.A, l{elson & Associates, Inc.i Town of Vail; Yestern lbbile; J V A, Inc.; gwattlttey Pratt Schulta;Carol yn Ada$s Bobby J' ttays FIELD OBSERVTR APPROVEO BY CHEN.NORTHERN, INC. COIISULTI}IG EI{CIilEERS ATD 5CIEIITISTS - REPORT OF CONCRETE TEST CYLINDER DATA A3 | [utu.l protactton to cll.rti, thr Fsbllc .nal ourr.lv.., .ll r.prt't3 .r-. t{billtt.d rr th. contldl.tthl pr'op.rty of cltarti, and autftortrrtton for pslitcrtlln of rtatdl.nta. - Conclurlonr or .xtr.ct3 lrdr ot r.t.rrdlng our raporta - l a -raaarvadpinairii'oli rriiitn rpprovrt. S.rDl.. lll b. dlrpo3.d of rft.r t.ttlng l. cdrpl.t.d unl.3t oth.r rrrrng.iLht3 .9n.o lo ln |{rlttn0.f i;ia;-ei th. !I! group of co.p.nl.t rorttr flo' ct'lEll3A 6/91- T0: llECil EnterDrl sesAttn: Eustaquio Cortina P.0, Box 3149VaiL C0 81558-3149 JOB tl0. 4 ll8 93-3 OATE: 5-13-94 SHEET 1 OF I PR0JECT: Hftelde Buildlng, east of tJesthaven Drlve and tfestin Hotel, South Frontage Road tlest, Vail, Golo. PLACEI.IEI{T LOCATIOII :Footing Pad it P.8 andrrl" Lines; First Llft of "A" Line l{all. EATCH TICKET I IIFORIIAT I OI{ TRUCK 1{0. .97 TIl,lE BATCHEO: 1l:59 Al'l TICKET ilo. 012201 TIIIE ARRIYED: 12; ?5 Pll SUPPLIER: ll,estern llobi le l'llx 0EsIGll ll0. 44 TIilE PLACED: lZ:35 Pil-CU. YD. L0A0/ACCUI'i: l17llry FIELD TESTIiIG IilFONilATIOTI TIiIE TEST TAKEI{: 12:45 Pf,l JO8 SPECIFICATIOI{S: SLUilP: 4lll, SLUI{P: llax.4 I }1. SAI'{PLE TE}IP: 66 T AIR TEIIP: 45 "F AIR COllTEt{T: 5.0I l,lET UI{IT tltI6HT: 140.8 AIR C0llTEllT: 4-8I VATER ADDED AT SITE 0 GAL. CYL I I{DER I I{FORI,IATIOI{ 110. 0F CYLI]IDERS: 5 CYLIiIDER SIZE: 6"x lzu Tll,tE CYLIII0ERS CAST: 12:55 Pil UHERE CAST: on-Site cuRIt{6 IitFoRl.rATI0[ IflITIAL C1RE: On-Site FIEL0 STORAGE FACILTTIES: DATE REC€IV8D AT LA8: 5-17-94 BY: Frank Potvin l,lIl{/HAX A6E DAYS DATE TESTED TOTAL LOAD (LBS) DIAI'iETER ( IICHES ) AREA (sq rfl) col,rP. sTR. (Psr ) TYPE OF FRACTfiE CYL IIIOER IEIGHT (LtsS ) CYLII{DER UI{IT UEIGHT (PcF) 7 28 z8 28 28 5-20-94 5-20-94 6-10-94 6-10-94 6-t0-94 6-10-94 92,000 89,000 1t9,000 124,000 I19,000 120,000 5.99 5.99 6.00 6.00 5.99 6.00 ?8. l8 28.l8 26.27 ?8,27 28.18 28.27 3260 3150 42t0 4390 4?20 4240 con/shetr shear oon/spl it con/shear con/shear con/shear DESI6]{ STREI{GTH 4OOO PSI € 28 DAYS TESTS 8Y LAEORATORY PERSOIIIIEL ART III ACCORDAI{CE I'ITH APPLICAETE ASTI,I I.IETHODS UIILESS OTHERUISE I{OTED SOI.IE II{FOftI4ATIOiI OF TEST REPORT I,IAY 8E PROVIOEO 8Y OTHERS RIIIARKS: C0PIES: R.A. llelson & Associates, Inc Tom of Vail; llestern lbbile; J V A, Inc.; &rattney Pratt Schultz Carolyn Adarns Bobby J. thYs FIELD OBSERVER APPROVEO BY f I CHEN.NORTHERN, INC. mxsl[Tmc EICII{EERS A[0 SCtEITtStS REPORT OF CONSTNUCNON ACTIVITIES IO:l{Ecl,l Enterpri sesAttn: Eustaquio Corti na P.0. 8ox 3t49ValI, C0 81658-3149 r \l J08 ll0. 4 178 93-3 OATE: 6-2-94 DAILY REPORT I{0. 79 SHEET I OF I PRUECT: Liftslde Building east of lbsthaven Drlve and Uestln Hotel , South Frontage Road l,lest, Vall, Colorado. UEATHER C0flOITIollS AtlD TEIIPERATIJR8 :Sunny - 75 degrees F. cot{IRAcTon's cof{slRucTlot{ ACTIYITIES PERSOIII{EL: XAJOR EQUIPII€ilT: Concrete Prmp, Loaders, Crane, Trackhoes, Backhoes. ACTIVITIES: Placing concrete retainlng wall on north side of lobslte. CHEII-I{ORTHERII'5 SITE ACTIVITIES As requested, Hunti ngdon {Chen-ilorthern) arrived at the jobslte and perfonned t€nperature, slump, alr content, unit uelght tests and cast cylinders on concrete to be placed. lle observed placeapnt of concrete. Additional concrete to be placed tras cancelled. A total of approximately 41 cubic yards of concrete was placed. VEREAL CO$IUI{ICATIOI{ UITH COIIIRACTOR, EIGII{EER, ARC]IITECT, OTIIIER l{,agner rith R.A. llel son & Assoclates sas i nforrred of test nesults. coPtEs: JVA,R,A. llel son & Associates, Inc,iInc.; Gnatlmey Pratt Schul tz;Town of Yail; I I Jim H. 0avl s FIELO OSSERVER Fred R. Caneron APPROVES BY Aa a rrutr|.| DFotactton to cll.ntr. th. Fubllc.nd our3.lv.3, .ll r,.porta ar. iutfiltt.d 13 tha contldantlat ProFarty of orr clf.rtt, At|d ruthoriirtloi f;;ubltc.ttoo of ciatad|dit. Conclrtloni ot citrrctr irom or rrgrrdlng cur r.poFtr lt raaarvad p.[dlng our rr{tt.n.pproval. Sunl.3 rrlll b. darpoird ot rfter taatlng tt cdnpl.tcd trnlr3i othrr err.ng.hrrti !r. .gra.d to tn t.rtting. A na.ibar of tlra !J! groq! of co|t|p.nl.! ( CHEN-NORTHERN, INC. COIISULTITG EIfiII{EERS AIID SCIEilTISTS lFGrErvRm JUll 2 Z 1991 REPoRT oF coNcRErE rEsr CYLTNDER DATST .[0i\l]hll, DEV, DEPI T0: l,lECt'l Enterprises J08 ll0. 4 178 93-3 DATE: 5-17-94Attn: Eustequio Cortina P.0. Sox 3149 SHEET I 0F 3 Vai l, c0 81658-3119 PROJECT: Ltftside Building, east of lJesthaven Drlve and t{estin Hotel , South Frontage Road tlest, Vall. Colo. PLACEIIEI{T TOCATIOII :"A" L|ne l{all EATCH TICKET II{FOR}IATIOII TRIIK ilo. 97 TIIfE &ATCHED: 12:22 Pl4 TICKET t{0. 0r ?265 TIiIE ARRIVED: l2:49 Pl.r Ttrt SiFPLIER: Uestern l,iobl I € t'llx DEstcil ilo. 44 PLACE0 : 1? : 56 PI{-CU, Y0. L0AD/ACCV!4: 7 I 74 | 7 7 + FIELD TESTIilG I NFORI,IAT TOI{ SAI{PLE TEiIP: 73 T AIR TEI.IP: 55 "F TII{E TEST TlKEll: l:04 Pt4 SLll{P: 41/2 I}1. AIR C0ltTttlT: 4.31 |lET UtilT IIEIGHT: 140.0 JoB SPECIFICATI0I{S: $LUl,lP: lll. AIR C0llTtflT: I VATER ADDED AT SITE 20 GAL. CYL IIIDER Ifl FORIiATIOI{ ll0. 0F CYLIIIDEIS: 6 CYLII{DER SIZE: 6"x 12" Tll,lE CYLIII0ERS CAST: l:14 P}l I{HERE CAST: 0n-Site CUR I l{G lflFoRl,lATlotl IIIITIAL CLRE: 48 trours 0n-Site DATE RECEMD AT LAB: 5-19-94 FIELD ST{RACE FACILIIIES: Inside Trailer BY: Erian Scanlan l.llll/l'lAx A6E DAYS TIATE TESTED TOTAL LOAD tLES) D IAI'IETER ( rflcHEs I An€A ($Q I[) coftP.sTR. (P5r ) TYPE OF FRACTURE CYLII{DER UEI6H' (LBs ) CYI I IIDER III{IT I{EI6HT ( PCF) 8A 8A z8A 284 28A 28A 5-?5-94 5-25-94 6-11-94 6-14-94 6-14-94 6-14-94 116,000 120,500 15t ,000 157,500 157,500 154,500 5.98 5.98 5.99 5.99 600 5.99 28.09 ?8.09 28.18 28.18 28.18 28.18 4130 4?90 5360 5590 5590 5480 shear con/shear shear coni cal snear sh6ar DESIGII STRE}IGTH 4OO() PSl 8 28 OAYS TESTS BY LABMATOR,Y PERSOIITiEI ME II{ ACCORDATICE UITH APPLICABLE ASTil I,IETHOOS UNLESS OTIIERVI5E I{OTED S0l,lE It{F0Rl,lAII0t{ 0F TESI REPORT l,lAY BE PR0VIDE0 gY 0THERS REI'lr'RKS:Pump operator indlcated this load uas not mixed properly. COPIES: R.A. elson & Associates, Inc.; Tonn of Vaill lfestern ilobile; J v A, tnc.; G atlmey Pratt Schultz;Carolyn Adams Eobby J, Hays FIELD OESERV€R APPROVEO BY 13 | ltsturl protrctlon to cll.ntr, tt. pvtllc and ount.lvat, .ll r.rrortr.r. aubnftt.d rr tltr confldltntl.l ProP.rty of cllrntir and aqtho?{zrtlon for psbl{cat{orr of rtrta ait!, Cohcl{rlort or rrtractr tro ot negrFdtng ouF r-tFortt lr ra*.rv.a p.ndlhg our. wrltt.r rpproval. S.rplcr rlll t. dlrpor.d of aft€r t.itlng li compl.t.d unlaas olh.r arrang.rrtnt3.gr'..d to ln wPl t I ng. A miarair 51 3h. !M sFo{p ot corD4nl.. rorlr tlo. Ct'l€1134 6/91 f o CHEN-NORTHERN, INC. c0l{sulT[r6 €ilGIr€ERS AfiD SCIET{IISIS REPORT OF CONCRETE TEST CVLINDER DATA At r nutrel pFot.ctlon to cll.nttr thi publlc.rd ourr.lvarr tll raportr art iuttlttad aa tb. coifldlcntl:l Pl"oFal'ty of c!lanti, and a{thorlzrtlos for pulllcrtton of st.tanantr. Conclurlorr or axtrrctr trm or ragardlrg our raPort! lt ratatvad pandlng our wrltt.n .pproy.l. Sanpl.r rrlll b. dlrpo3.d of !ft.r t.rtlng lr ccFl.tad unlat! othar rrr.ngqlantl rgr..d to In rrl t{ ng. ,c ni tji 5i thr !!! grorp of co.rpaar.t Fonn Ho. c Elt3A 6/91 T0: lltCll Enterpri ses J08 ll0. 4 178 93-3 OITE: 5-17-94Attn: Eustaquio Corti na P.0. 8ox 3l{9 STEET ? 0F 3 Yei l, C0 8t658-3t49 Pfl0JECT: Liftslde fuilding, east of lfesthaven Drlve and Uectin Hotel , South Frontage Rord Uest, Vall, Colo. PLACEI.IEIIT TOCATI O1{ :"A" Line Val l EATCH TICKET IllFoRtlATIol{ SUPPLIER: tfestern l{obile lRwK r{0. lso TICKET 1{0. 0t ?z7t l.ltx mslor{ lt0, 44 Tltl€ BATCH€0: l:51 Pll TIHE ARRIVE0: 2:30 Pll TI}IE PLACE0: ?:40 Pl'l-CU. YD. L0Atl,rACCU}l: 7l-- FIELD TESTII{G IIIFORIiATIOII Sf*{PLE TEI,IP: 74 "F AIR TETTP: 50 T TIHE IEST TAKEI{: 2:45 Ptl SLU}P: 3 3/4 lll. AIR C0l{TEl{T: 3.lS iJET UI{IT }IEI6HT: JOB SPECI FICATIOI{S: SLuf{P: Il{. AIR COl{TEllT: X VAT€R AD0ED AT SIIE 0 6AL. CYLIIIDER I!{FORflATTOfl t{0. 0F CYLIIID€RS: 6 CYIIiIDER SIZE: 6"x 12" TlllE CYLIi{O€RS CAST: ?:55 Pll }ltlERE CAST: On-Site CURIIIG I]{FONilATIO'I IllITIttt C{RE: 48 hourg 0n-Slte DATE RECEM0 AT LA0: 5-19-94 FIELD STmAGE FACILITIES: Inslde TrallerBl: Brlan Scanlan illl{/HAX AG€ DAYS OATE TESTTO TOTTL LOAD (L8S ) O IAI.IETER { ilrcHEs } AREA (sQ Ir{) coirP. sTR. (P5I ) TYP€ OF FRACTURE CYLI I{t)ER TIEIEHT ( LBS) CYLIIIDER UIIIT ltE I6tlT ( PCF) 8S 88 288 Z8B 288 258 5-e5-94 5-25-94 6-14-94 6- l4-94 6-14-94 6-14-94 ll2,000 117,500 156,000 161,000 148,500 149.500 6.00 6.00 5.99 5.99 6.00 6.00 28.27 29.27 28.18 28. 18 28.27 20,27 3960 4160 5540 5 710 5e50 5290 con/sha6r con/shear shear con/shear coni/3heer con,/shear o[stct{ stREr{crH 4000 PsI I 28 0AYs TESTS BY IAB0RAT0nY PERS0I{iiEL ARE It{ AccoRoAtlcE UITH APPLICABL€ ASTl,l IIETH0DS UilLess orH[RrlsE lloTED SO}IE I IIFORI'IAT I OI{ OF TTST RTPORT I.ITY 8E PROVIDEO 8Y OTHERS REIIARKS: COPIE5: R.A. llel son & Associates, lnc.; Tom of Vail; tlestern }lobi I e; J V A, Inc.; Gnattmy Pratt Schltz;Carolyn Adarns Bob,by J. ltays FIELD OBSERVER APPROVE[I 8Y CHEN.NORTHERN, INC. colrsrjtTlilG gl{GIilEERS Al{0 scrE{TI sTs REPORT OF CONCRETE PLACEMENT OBSEHVATIONS T0: ECtl Ent€rpris$ JoS tlo. 4 178 93-5 DATEs 5-17-94Attn: EustrqJio Coftino F.o. Box 3149 stl€ET 3 oF 3 Vai L, oo 81658-3149 PROIECT: Liftsidc EuitdinE Gast of U€sthrven Drive erd l,l€6tln Hotel, s€uth Frontag6 Roed, Vsil, cotorado. SP€CIFIC TloilS: SLt iP: AIR ColllEllT: slFPLtgR: gestern ilobitc HtX t.D.: $tsfEXI TETpERAIURE RAIIGE: "f to 'f IIA'ER IDDED GALLOIIS 20 0 5 REI.IARKS cyt irders cast cyl irdcrs csst Pf,OGRES$ REPORT: CoFIES: R.A. [elson & As$ociate8, Inc.i t'restern ,,lobi Lc; J.v.A.. trtc.; to*r of Vait; GHathmcy Pratt schuLtz; Carotyn Adars Bo&y J - Heys , FTELD OBSERVER APPTO\TED BY flNIC YAftDS LOAD./ crtt LAttvE nEYoLut lotl C(l,[TER cotPLEl I oil 7/1UT|+ 7156/77+ 7I84lT7+ 01 2265 01 zz71 01 zZE l:04 Pll 2:40 P 3:24 Pll 97 150 169 12222 Pll 1:51 Ptl 2:45 Fl4 t2:49 Ptl 2:30 P 3:18 Pll LET I}I I T I,E I GflT (PCf ) 140.04.3 3.7 5-6 .nal authorl&tlo|r tor Dubllc.tlon ot ttatanants. Conclgllont or axttrctt rrlttrn aFprovrl. San#l.t rlll bc .ll3!o3.d ot .tt.r t.rtlng {t cdn}lct.d A .nsl|b.r of tt. EI! group of complni.s traln of fatardlnt o|,r rr.Forti {rl.at ott.r airaiganan!3 nl.a For.| |lo. cicll4A a/91 l. iat.rved P.ndlng ourrgr.cd to ln rrr{tlnE' CHEN.NORTHERH, INC. c0itsl,tTtilc €ltcIt{EERs At{D scrElrTrsrs REPORT OF CONCRETE TEST CYLINDER DATA A5 r n tu.l protactloi to cl{.nt3, th. pulllc.nd orrr.lv.i, rlt rrpcrts r|..3$tmltt.d.t !h. confldl.nt{rl PropTty of €llcnts. rnd authorlratlon for 9||bllcttloF of 3tatcnratrt6. Conclurlon3 or artrrcta frq[ or fagardlng our rcports l5 fasarvad peidlr€'our |{t.ltt.n rpFroy.t. S|'E|lat tlll ba dlapor.d of .ft.r t.rtlng l3 colr9lctcd unl.5t oth.r arr.nE.mnti rgr..c to In wrl t In!,i'|rinba;'.;i th. !I! group of co|!p.nl.i For|r t{o. c|'t€1134 6/91 T0: l{€CN Enterprl ses Jog tlo. 4 178 93-3 DATE: 5-19-94Attn: Eustaquio Corti na P.0. 8ox 3149 SHEET I 0F IVaiI, C0 81658-3149 PR0JECT: Liftslde 8ui1ding, east of Uesthaven 0r'ive and \Jeati n hotel , South Frontage Road lrlest, Vail, Colo. PLACEiIEIIT LIICAT I OTI :l{al I on "A" Line. BATCH TICKIT ILFORilATIOt{ SUPPLIER: llestenn l{obile TRW( 1{0. 117 TTCKET lr0. 01 2325 }ttj( D€SlGlr ilo. 44 TIIE BATCHED: 9:33 At{ TI}l€ ARRIVEO: 10:10 Atl TIilE PIAC€D:}0:?e A}l-Cll. YD. LOAD/ACCIfi: 'll7/30 FIELD TESTIBG II{FORI4ATTOil SAIIPLE TEI.IP: 67 ,F AIR TEI.IP: 60 T TIl.f TEST TAKEII: 10:29 All SlUilP: 3 3/4 Il{. AIR COltTEllT: 5.?I VET UI{IT YEIG}'IT: J{18 SPECIFICATI0IIS: SlUl{P: llax.4 Il{. AIR C0flTEilf: 4-81 I'TATER A00t0 AT SIIE -- GAL. CYL II{I}ER IflFMHAT IOII fiO. 0F CYLIIIoERS: 6 CYLIll0tR SIZE: 6"x 12" TIl,l€ CYLI]{0€RS CAST, 10:39 Alt UTERE CAST: on-Site cuRI[6 I ]rF0RriAT I0r{ INITIAT CttRE: ft-Site FIELD ST0RAGE FACILITIES: Inside Trailer DATE R€CIMD AT LAB: 5-?3-94 8Y: Carolyn Adarns l,lll'l/l.lAx A6E OAYS DATE T€STED TOTAT LOAD (L8S) D I AIIET ER ( il{cHES) AREA (sQ Ir) CotlP. STR. {Psr } TYPE OF FRACTURE CYL II,IDER I'E I6HT (LBs) CYLII{DER UillT l.IE IGHT (PcF) 7 'A ,A zo 28 5-26-94 5-?6-94 6-16-94 6-16-94 6-16-94 6-16-94 98,500 90,500 129,500 t26,500 119,000 1t9.000 6.00 6.00 6. l0 6.01 6.01 6.07 2A .27 ?g .27 ?9 .22 ?8 .37 28.37 28.94 3480 3?00 4430 4460 4190 4l l0 con/6pli t 6on/spl i t ghear con/spl i t col umnar snear DES16II STREIIGIH 4000 PsI 0 28 D YS TESTS BY LASORATORY PERSOIIIIEL ARE III ACCORDAT{CE I{ITH APPIICASLE ASTI.I HETHODS UI{L€SS OTHERUISE NOTED SOI4€ ITFORI,iATIOII OF TEST REPORT I.IAY BE PROYIDED BY OTHERS REilARKS: COPIE5: R.A. llelson & Associates, Inc Tcsn of Yail; llestern llobile; J V A, In€,; G attnEy Pratt Schul tz Caroljm Adams Bobby J. Hays FIELD OSSERVTR APPROVEO BY CHEN.NORTHERN, INC. cor{SutTIr{6 €fi6lrEEns $D scIEltTISTS REPORT OF CONCRETE TE$T CYLINDER DATA At a n|rtlrl prot.ctloo to cllantr, tha psbllc lnd ourr.lv.i, .ll r.Forta .r. :ubolttad 15 thc confldlantlal pt'oParty of cltrnt., rr|d .qthorl4tlon tor publlc.tloh ot rt.t.*e]!is. co.elutlon. or .rtr.ct. tron of |..g.rdlng 9!I tqgllr !l I:t:1.,1prnAiii'oui nriitro ipprovef, s..|pl.r, rlll be dlrpor.d at rtt.r t.stlng l3 co plrt.d unlt.. othar arr.nt.n nt. rgr..d lo ln w.ltlng.A-d;6a;-54 th. H!fl sroup ol co.rerrl.i Fort flo' ct'lE113A c/tr T0: l€Gl,l Enterpri ses JoB tl0. 4 t78 93-3 DATE: 6-2-94 Attn: Eustaqulo Cortl na P.0. 8ox 3149 SHEET I 0F IYstI, C0 81658-3119 PR0J€CT l Llftslde Eutlding, east of Uesthaven Orive and l{estin }lotel , South Fnontage Road tlest, Yatl, Colo. PLACII,IETT IOCATIOl{ : EnTCH TICIGT ItlF0RtlATIotl SUPPLIER: Uestern l{obile TRTJCK lr0. 97 TICKET ll0. 12320 rrlx oEsIGtl l{0. 44 TIIIE BAlCll€O: 9:21 All IIIIE ARRIYED: 9:55 All TIiIE PLACED:10:35 Alt-CU. YD. tOAD/ACCull: 7 FIEL0 TESTII€ lllF0RlrATl0ll SltlPLE TEIIP: 7l "F AIR TEIIP; 73 'F TlllE TESI IAKET{: 10:45 Atl SLUllP: 4 lll. AIR C$lTEllT: 1.6* t{€T UIIT lltI6HT: 142'6 JOB SPECIFICATIOI{S: SLU}IP: llax.4 ll{. AIR C0llTEllT: 1-8f, I,ATER ADDED AT SITE 0 GAL. CYLIIIOER Il{FoRllATlolt f{0. 0F CYLMDTRS: 6 CYLII{DER SIZE: 6"x 12" IIl,lE CYLIIIOERS CAST: l0:55 Al4 tltlERE CAST: 0n-Site cnIilG IflFoRr'rATtoil INITIAL C[IRE: On-Si te DATE RECEIYED AT LAB: --- FIELD STORAGE BY: --- FACILITIES: }IeAtEd TrAi ] ET llll{/ll$( A6E DAYS DATE TESTED TOTAI IOAD (L8s) DIMETER ( IlicHEs ) AREA (sQ llt) c0fiP . sTR. (PSr ) TYPE OF FRACTURE CYLIITIDER T'E I6IIT (LBs) CYL I TIDER UI{ IT TIEIGHT (PcF ) 7 'l 28 28 28H 28H 6-9-94 6-9-94 6-30-94 6-30-94 6-30-94 6-30-94 95,000 92,500 6.05 6.06 ?8.75 28.84 3300 3210 snear con/3hear D€StCl{ STRflt€TH 4000 pSI 0 28 0AYS T€STS BY LAEORATOf,Y PIRSOIIIIE! ANE Iil ACCORDAI{CE UITH APPIICABTE ASTI.I I.IETH}DS iJIILESS OIHERU]ST IIOTIO 5OI,IE I1{FOR}IATIOI{ OF TEST REPONT HAY 8E PR(]VIDEO BY OT}ERS REMRKS: COPIES: R.A. l{elson & Associates, lnc.j Torm of Vail; llestern }lobi 1e; J V A, Inc.; Gwattmey Pratt Schultzi Jirn H. Davis Bobby J. HaYs FIELD OBSERVER APPROVEO BY CHEN.NORTHERN, INC. coltsulTI[6 EIGlllEERs All0 sCl€l{TISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar. iurtral pFotrctlon to cllartt', th. pstllc.nd oerrllv.Br rll t.poitr .r. srrb.rltt.d ai thc conflallalttl't PF'P"'ty of cl{.nt3, rnd ru |orlartlon for prtttcrtlon ot 3t.t.ai.|rti, Conclu.lona or' Gttr.cta frod of tagardlng our r'Fort3 1l-I:t::"td ;:Jiil';;-;i;i;'il;;;;.i: Siiiili-iiit-i.-iii6i;-;r riiir-idtrng rr cGiDl.tcd r.nl.it ath.r irrrnsanrnB 'gi"d to l'"Hlll"8; th. !!! srour ot c6?.n1.' Forh tlo' ct{Elt3A G/el T0: tlECl,l Enterpris€s J08 N0. 4 178 93-3 DATE: 6-7-94 Attn: Eustaqulo Corti na P.0. Box 3149 SH€ET I 0F 2 Yail, C0 81658-3149 PR(NECT: Liftside 6uilding, east of lrlesthaven Drive and Uqstin llotel , South Frontage Road uest, Vail, Colo. PLACEI,IEilT LOCATIOII :Lower Level slab, llorthr€st corner. EATCH TICKET IIIFORI'IATIOT TRtff t{0. ll4 IIiIE BAICHE0: l:39 Pl{ TICKET ilo. 1241 TIIIE ARRIVED: Z:00 Pl{ SUPPLIER: llastern l,lobi I e lllX ttESI6ll ll0. 44 TII|E PLAC€0: ?:l5 P -CU'Y0.L0A0/ACCUH:7 FIELD TESTI116 IIIFOftI{AT IOII TI'IE TEST TAKEI{: ?:25 Pl4 JOB SPECIFICAI IOI{S: SLIJHP: 3 l/4 I1{ . SLUHP: [ax.4 ltl. SAI.IPLE TEIIP: AIR C01{TE1{T: 5.01 AIR COllTtl{T: 4-81 12 "F AIR TEIIP: 7? T IJET UI{TT VE IGHT: UATER AOOEO AT SITE -- GAL. CYTIilDEN IilFORMTIO}I ll0. 0F CYLlltO€RS: 6 CYLtll0ER SIZE: 6"x 12" Ttl'lE CYLIIIDERS CAST: 2:30 Pt{ IiHERE CAST: On-Site cuRIlt6 tFoRilATIoti Ii{ITIAL CIf,'E: 24 hours OATE REC€IVED AT LAB: 0n-5i te 6-8-94 FIELD SIORAG€ FACILITIES: 8Y: Carolyn Adans Cl irnate Controlled Trailer fi I il/r,rAX AGE DAYS OATE TESTEt) IOIAL LOAO {L8s) D TAiITTER ( IxcHES) AREA (sQ ilr) c0ltP. sTR . tPsr) TYPE OF FRACTURE CYL IIIDER vE I6HT (L8s) CYLIIIDER UIIIT lJEICHT (PCF) 7A 7A 28A 284 284 284 H H 6- I4-94 6- l4-94 7-5-94 7-5-94 7-5-94 7-5-94 9 5,000 96,500 5.98 5. 98 28.09 e8. 09 3380 3440 con,/shea r sheaf DESI6II STREI IGTH 4000 ,SI S 28 DA f5 TESTS 8Y LAEORATORY PERSOI{I{EL ARE III ACCORDAI{CE UITH APPLTCAELE ASTII I'ITTHOOS UIILTSS OTH€Ri''ISE HITED SOI4E IiIF(IRI.IATIS{ OF TEST REPOftT tlAY BI PROVIOEO 8Y OTHERS REI.IARKS: C0PI[S: R.A. elson & Associates' lnc.; Tem of Vail; lJestern ibbile; J V A, Inc.: Grvattmey Pratt SclY.tltz;Jim H. oavis Bobby J. tlays FITLO OBSERVER APPROV€O 8Y CHEN.NORTHERN, INC. COIISUTTII{G EIIGIIEERS A]{D SCIEI{TIST5 REPORT OF CONCRETE TEST CYLINDER DATA ls I tiut{.I prot.ctlon to cllantr, thG publlc lnd our.i.lv.i | .lI rrports ri. rsbrnlttid .r th. contldl.ntlrl prop€rty of clt.ntt. rnd ruthorlratlon tor psbllc.tlo|r.l rt.t.rEnt.. Concl!.lons or axtF..t. fr!|$ or r.glrdlng oqr raport3 l5 r.i.rv.d F.ndlnt our irlttan .Dprovrl. S{hpl.r t,lll b. dlipo3.d of tft.r tattlng l. corpl.t.d unl.3. oth.r.rrlnga.Ent3 .tF..d to ln |rrl tl ng.A ..6.1 6f th. !!! troup of co.nF.nl.i FonD flo. cr4Ell3A 6/91 T0: tlECil Enterprl ses JOB t{0. 4 178 93-3 DAT[: 6-7-94Attn: Eustrqui o Cortl na P.0. Box 3149 SHEET ? 0F ?Vail, C0 81658-3149 PROJfCT: Liftside Building, east of llesthayen Drlve and testin Hotel , South Frontage Road lJest, Vail, Colo. PLACEI{EI{T l0CATIofl: Found.tion Slab, Lower Level , llortluest Corner. MTCH TICKEI l,{F0Rl,lATI0t{ SUFPLIER : ltestern Hobi I e IRUCK t{0. 100 TICKET 1{0. tZ12 ilrX oEsrEr{ ilo. 44III€ EATCI|ED: 5:12 Pft TIIIE ARRI9ED: 5:35 Pl,l TIIIE PLACED: 5:45 Pll-CU. YD. L0AD/ACCIX{: 7/63 FIELD TESTIIIG It{F0Rf'lATI01{ SAIIIPLE TEI'IP: 73 'F AIR TEl,tP: 73 ? TIl,lE TEST TAKEII: 5:55 PH SLtlllP: 3 l/4 It{. AIR COl{TEtlT: 4.91 UET UIIIT llEI6HT: JOB SPECIFICATI0I{S: SLUI{P: ilax.4 1l{. AIR C0llTtllT: 4-87 IIATER AD0E0 AT SITE -- GAL. CYL IIIDER I1{FORIIATIOfl ll0. 0F CYII OERS; 6 CYLIIIDER SIZE: 6"x l?" TIl,lE CYLIII0ERS CASI: 6:00 Pll ll|IERE CAST: 0n-Site CffiI116 I NFffi,I{AT IIIIIIlllllAt CUR[: 24 hours On-Slte DATE RTCEMD AT LAB: 6-8-94 FIELD STffiACE FACILITIES: Clinate Controlled Trailer. BY : Carol yn Adams l'llt{/l,tAx A6E DAYS DATE TESTED TOTAL LOAO (LBs) D I AII€TTR ( tr{cHEs } AREA (sQ Ilr) c01'tP . sTR. (Psr ) IYPE OF FRACTWE CYLI TIDER YgIGHT ( LBS) CYLII{D€R UIIIT IIEI6HT (PCF) T6 78 288 288 Z8B H 488 H 6-14-94 6-14-94 7-5-94 7-5-94 7-5-94 7-5-94 94,500 94.000 5.98 5.98 28.09 28.09 3360 3350 shear shear DESIGT STNEflGTH 4OOO PSI 9 28 DAYS TESTS BY IAEORAT(IftY PERSOI{TEL ARE II{ ACCORDAI{CE T'ITH APPLICAELE ASII{ iITTHODS UNtTSs OTHERIIISE I{OTED SOI{E I ilFffiI{AT I OI{ OF TE5T REPORT I'IAY 8E PROV]DEO BY OTH€RS REiIARKS: Concrete trucks had 6 l/Z-inch sl umps at cuatrulative cubic yards of 49 and 56. J€ff and yagner Hlth R,A. tielson & Assoclates agreed to reJect each load, CoPIEs: R.A. llel gon & Associates, Inc Tom of Vail; l&stern |lobile; J V A, Inc.; GHathley Pratt Schultz Jim H. Davis Bobby J. tlays FIELD OBSERV€R APPROVED BY CHEN-NORTHERN, INC. c0r{suLT l[G EilGIilEERS Alr0 sctEfiTtsrs REPORT OF CONCRETE TEST CYLINDER DATA Al; a rutu.l Frot.ctlon to cll.nt3. th. publt€ and o{rs.lv!i, rtl t.ports rr. a{ltlttcd .r th. conftdl.ntl.l FroF.rty of cl,lartrt lnd asthorllltlon for rubllcatlon of rtttaii.nt*. Conclstlon3 oa ertF.ctt f|^o|! or $.gardlng our raports lr ra5arvad Fndlnt ou. xrl ttcn .pprovrl . s$Fl.s wlll br dltFo3.d of !ft.r tt3tlng 15 cortl.trd unl..3 othcl'rrr'rng.n trt3 lgrccc to In wtltlng.I nenui" it th. !l! grouF of co Frnles Forrn o. CMeltSa 6/9r T0: liECll tnterpri BesAttn: Eustaquio Corti na P.0. 8ox 3149 J03 ll0. 4 178 93-3 DATE: 6-9-94 SHEEI I OF IVeiI, C0 81658-3149 PR0JECT: Liftside Building, east of l',esthaven 0rive and testin tbtel , South Frontage Road l,fest, Vail, Colo. PtACTil€TT IOCATIOII;lJal I "4" Line,P.3 to P.l. BATCH TICKET I l{F0Rl.lAT I0l{ SUPPLIER: Uestern l,lobi I e TRUCK t{0. 150 TICKET t{0. 0L 2778 llIX DtSIGl{ ll0. 44 TII{€ EATCHEO: l:12 Pl,l TIIIE ARRIVEO: l:30 Pll IIHE PLACEO: l:38 Pi|-CU.YD.L0A0/ACC$i: 7/14/35 FIELD TESTII{G l llFORl,lAT Ioil sAtlPLE TEilP: 73 'F AIR IEiS: 65 T TIHE TEST TAKEiI: --- SLUHP: 2 Il{. AIR 001{TEllT: 4.91 llET UI{IT IIEIGHT: JOB SPECIFICATIOT{S: SLU}IP: ilax.4 I1{. AIR C0]{TEllT: 4-81 IdATER ADD€D AT SITE -- GAL. cYLIltoER IfFoRilA oil 80. 0F CYLIilD€RS: 6 CYfIilDER SIZE: 6"x 12" TIl,lE CYLltl0tRS CAST: UHERE CAST: On-Site cuRI[G IilFoRl,tATI01{I ITIAL CURE: 0n-Site FIELO STORAGE FACITITITS: --- DATE RECEIVE0 AT LA8: 6-12-94 BY: Carolyn Adanrs l{Il{/iiAI A6E DAYS DATT TESTED IOIAT IOAD lLBs) DIAI,IETER ( lilcHEs) Af,fA (sq rx) coilP. sTB . (PSr) TYPE OF FRACTURT CYL I IiDER I.|E I GHT (LBS) CYLIilDER UNIT UEIGHT ( PcF) 1 1 28 28 2S 28 6-16-94 6-16-94 7-7 -94 7 -7 -94 7 -7 -94 7 -7 -94 106 ,000 105,000 5.99 5.99 28.18 28.18 3760 37 60 con/shear sheaf OESIGI{ STREIiGTH 4OOO PSI @ 28 DAYS rESIS 8Y TABORATORY PERSOflIITI ARE If{ ACCOROAIICE }ITIH APPIJCASTT A51II I,IETHODS UI{IESS OTHERYISf NOTED SO].IE I IIFORI,IAT IOI{ OF TE5T REPffiI I,IAY BE PROVTDED 8Y OTHERS RE}IARKS; COPIES; R.A. Ielson t Associates, Inc,; Torm of Vail; t{estern }lobile; J V A, lnc.; Gwathney Pratt Schultz;carolyn Adams Eobby J. llays FITLD O8S€RVER APPROVED BY CHEN.NORTHERN, INC. collsl,tT I rtrc il{GIIEERS AilD SCIEflTISTS REPORT OF CONCRETE TEST CYLINDER DATA Aa a natsal ??oiactlon ta cllantrr th. publlc rnd ouiralv.i, lll rtgortr rra tsbaltt d ri thr aonfld{.ntlrl ?roDarty ot cll.nt3. and asthorlr.tlon lor psDllcrtl_on ot rtrtmcntr. CoDctr.lo;! or .rtrlctB froi or r.g.rdln! oelr rnPcrta la fra.|.v.d trndlrg'cur rrlttan apFrovlt. iidrpl.. rlll b. dlspo5.d of rftar t.rtlnt 13 compl.t.d unl.t3 oth.t .rrtng6.nt. .gi.'.o Eo 'ln wrlttnB.i"";;;;-;i th. !I! group ol cqrprnl.t Forrr o. crmEll3a 6/91 T0: llECltl Enterprices J03 ll0. 4 178 93-3 DATEr 5-24-94Attn: Eustaquio Corti na P.0. Box 31.49 SHEET 1 0F rVall, C0 81658-3149 PROJECT: Liftsid€ Bullding, eest of Uesthaven Orlve and Uestln Hotel . South Frontage Road llest, Vail, Colo. PLACfHTIIT LWATIOI{:Footlng Pad at Lines'Crr and P.3, BATCII TICKET I]{FoRl'lATloll Slf PLIER: Itestern lbbi le TR$K [0. r89 TTCKET t{0. 012427 llIX l}fsl6r{ ilo, d4lllft EITCHED: 3:41 Pli llllf ARRIVED: 4:13 Pl'l TIlf PL^C€0I 4:19 P}FCU.Y0.L0A0/A0CUX: 7lt4l FIELD TESTITG IflFORHATIOI{ SAIIPIE T€IO: 68 "F AIR TEIIP: 55 "F lltlE TESI TAKEII: 4:25 Pt4 SLtl{P: 3 1/4 I . AIR CttlTEtlT: 4.91 l'l€T UI{IT llElGHl: JOS SPEGIFICATIOI{S: SLU}IP: }lax.4 I}1. AIn C0flTtliT: 4-S1 IIATER AODED AT SITI I GAt. cYLlt{0ER Iilf0Rf{ATt0rl 1{0. 0F CYLtllBtRs: 6 CYLlllDtR SIZE: 6"x r?" TIIIE CY|-III0ERS CASI: 4:35 Pll ttHERE CAST: 0n-Site cuRlilG lilFoRt{Allotl IIIITIAL CURE: 24 houts DATE RECEIYED AT LA8: 0n-51te 5-25-94 FIELD STORAGE FACITITIES : BY: Carolyn Adams llllutlM A6E DAYS OATE TESTID TOTAI TOAO (LBSI DIAI.IgTER (il.|cHES) AREA (sQ ur) cor.lP. sTR. (Psr) TYPE OF FRACTURE CYL II{OgR TJE I6HT (LEs ) cYt jil0tR U'{IT UEIGHT {PCF) 7 7 e6 28 28 28 5-31-94 5-3t-94 6-21-94 6-21-94 6-e1-94 6-21-9d 97,500 t0r,500 .135,000 135,000 t38,500 l4l,500 6.00 6.00 5.99 6.00 5.99 5.99 26,27 ?8.27 28.18 25.21 28.18 28.18 3450 3590 4t90 4810 4910 5020 shear shear shear slBa r con/spl i t con./sPl i t DESTGII STREIIGTH ITOOO PSI 9 28 DATS TESTS 8Y LAEORATffiY PIRSO'IIIEI ARE III ACCORDAITICE UITH APPLICABLE ASTI,I IIETHODS UIITESS OTfER!'ISE I{OTED SOI|T IIIFORMTIOII gF TEST REPOftT I'AY SE PROVII}II} BI OTHERS REIIARKS: O0F!ES; R.A. l{el eon & Assoclates. Inc fmn of Vail; llestern llobile; J V A, Ino.; Sfltlmey Pratt Schu'ltz Carolm Adans Eobby J. Hayg FISLO OBSERVER APPROVEO 8Y CHEN.NORTHERN, INC. col{sull Ir{6 EI{GIIEERS Ar{D SCIEilTISIS REPORT OF CONCRETE TEST CYLINDER DATA A3 | rutr.l CF.tectlon to €llantl. tha F|!llc rrd orrr.lvr.r .ll rrpo?tr .r. t{biitt.d.i thc contldl.ntlrl P.ap.'ty ot_---- cllaotar rnd astftoj.ltatl.'n for puttlcatlon of atatdnaotr. Con€lu3loi3 or cxtr..tt fron or r.g.raltnt cqr a.!ora3 - t r^rai'rv'! p.idlhg-our. ffltt.n .pprov.l. 5.41.5 elll br dlrgo3ad of .ft.i t.3tlng ll coi|pl.tcd (nl.3a othrf rrrrngGienta .gF..o !e tn rfl tlhg.i-":r:;b.;';a th. !l!! gro{p of co.rF.rl.t Fori' to. clErlSA 6/cl I0: llfCll Enterprites JOB l{0. 4 178 93-3 DATE: 6-13-94Attn: Eustaquio Corti n P.0. Sox 3149 SHE€T I 0F IVall, C0 81658-3149 PR0JECT: Lifteide 9ullding, eist of Uesthaven 0rlve 8nd 9esttn Hotel, South Frontage Boad Uest, Vail, Colo. PLACEHEIIT LOCATIOI{:tlal I on P,l frfii 'A" Line to ,Lx Line. BAICH TICKET I NFOR}iAT I OI{ TRWK 0. 150 TIHE EATGIfD: 3:e4 Pil TICffI lr0. 0l ?887 TlllE ARRIVTD: 3:40 Pl'l S{IPPLIER: Uestern llobi le HIX t)€5t6ll 1{0. 11 TIltr P[ACE0: ,l:05 Fft-CU. Y0. t0AlllACCUl|: rtL4l28+ FIEL0 TfSTlllG tttF0Rt{ATIOll IAI{PLE TEI{P: 79 'F AIR TEf'lP: 75'F TIIIE TE$T TAKttl: 4:07 Pll SLul{P: 3 lll. AIR COHTEI{T: 5.2I tlET ttlllT UEIGHT: JOB SPEC IFICATIOI{S: SLl}lP: }lax.4 lll. AIR COllIEt{T: 4-81 IJATER AODED AT SITE -- 6AL. CYTIIIDIR IIIFORI{ATIOIT IO, OF CYLTI{DERS: 6 CYIIIIOER SIZE: 6"X I?" TII.IE CYLIIIOERS CAST: II:I7 PII( I{H€RE CAST: ON-SitE cnlrc tilF0RriATlorl It{lTIAt C[RE: 48 hours 0n-Site OAIE RECEIVED AT LAB: 6-15-94 FIELD ST0f,AGE FACILITIES: Inside Trailer BY: Carolyn Adams lllll/HAj( A6E DAYS DATE TESTEO TOTAL LOAD {rBs) DIAI,IETER ( tilcHEs I AREA (sq lil) c0r.rP . sTR. (Psl) TYPE OF FRACIURE CYL II{DgR r,r€ t 6HT (t8s) CYL IIIDER UIIIT U€IGHT ( PCF) ?8 28 z8 z8 6-20-94 6-e0-94 7-Il-gtl 7-11-94 7-l t-94 7-11-94 100,000 101,000 5.99 5.99 48. 18 u6.I8 3550 3580 con/shear $hear DSSI6}I STREIIGTH 4OOO ?SI S ?8 OAYS TESTS 8Y TABORATORY TERSOIII{EL ME Iil ACCORDAI{CE VITH APPLICABLE ASTI.I IITTHOOS UI{IESS OTHSR}'ISE I{OTED SOI.E II{FOftIIAIIOII Of TESI REPffiT I{AY BE PROVTDED BY OTHERS REIIARKS: O0PIES: R.A. llelson & Assocl ates, lnc.; Torn of Vall: llestern l{oblle; J V A, lnc,; &rattney Prntt Schultz;Carolyn Adars Sobby J. Hays FIETO OBSERV€R IPPROVEO BY JUiT - _-J'te L TOV' uuil,,,,, rr!i, IJEPICHEN-NORTHERN, INC. corgjtrfirc EflGtrsERs Alto SclEflTlsrs REPORT OF CONSTRUCTION ACTIVITIES T0: llEcl{ Enterpris€s J08 ll0. 4 178 93-3 0ATE: 6-7-94 Attn: Eustaqulo Cort'i na P.0. 8ox 3149Vail, C0 81658-3149 DAITY REP0RI lt0. 80 SHEET I 0F I PRoJECT: Liftsid€ Building east of l{esthaven Drlve and festin tlotel , South Frontage Road liest, Vail, Colorado. I{EATHTR COI{DITIOI{S ATID T€I,IPERATURT :Sunny - 75 degrees F. CO IRACTOR'S COT{STRUCTIOI{ ACTIV IT IES PERSOIII{EL: l,lAJ0R EQUlPll€liT: Trackhoes, Eackhoes, Loaders, Crane, Dozers, Concrete Punp Truck. ACTMTIES: Placing foundation footi ng l{'ith concrete, all Ievels. CHEII-'IORTHERI{'S S ITE ACTIVITIES te arrived at the Jobsite as requested to perfonn physical snd y'isual tests on the Propertiesof concrete to be placed in foundation footinqs. Sltfip, alr, and tenperature tests vrere performed on-site. Cylinders for canpressi ve strength te$ting r,€re also cast. Txo trucks appeared to have high sl unps, so we stopped the placement .long enough to test. Soth trucks had 61/2" slumps. Jeff and l{agner rrlth R.A. ilel son & Associates relected each load until slrmp was in specification. The two trucks carried the loads that totaled 42 and 49 cum/lative yards for the pl acement. vERBAL C0IS{U]{ICATtotl Jeff, Uagner and UITH CO}ITRACTOR, EII6IIIEER, ARCH ITECT, l,like with R. A, l{el son & Associates. or tER COPIfS: J V A, R.A. elsofl & Associates, Inc.Inc.; Gnrattmey Pnatt Schul tz Jim H. Davi s FI€LD OBSERVTR Fred R. Ca$|eron APPROYED BY Ar. uutu.l Erot.4tton to clt.nt6. tha pqbllc.nd our3.tv.r, .ll icport3 ara rub {tt.d r' th. cootl.l.ntl.l propat'ty ot our.cIl.ntr, rnd'jiti.iiiiii.i i."iiLii"itr"i'- ri-li.ilorii. clnlirtiin' o".itractr ip@ or F.s.rdln! orrr r.portt l3 '"ei.rvcd icndlns our wrltt.n .eproval. Sitipier *iti br dfiporod of rfter t..tlng lr €o.plrt.d unl.st oth.r lrr.ngrcrantr.r..5r'l.d to lr ffltfng. A i|.nbcr 5f th. !L!! group ot co tp.6l.3 CHEN.NOHTHERN, INC. C(IISI'LT IIIG EI.IGIHEERS AIID sCIEIITISTS REPORT OF CONSTRUCTION ACTIVITIES TO:l'lEcl,l Enterpri sesAttn: Eust&quio Corti na P.0. Box 3149 Vall. C0 81658-3149 JOB ll0. 4 178 93-3 OATE: 6-8-94 DAITY REPffiT IIO. 8I SHEET I OF I PR0JECT: Liftside Building erst of lresthaven Orlve and llestin llotol , Sooth Frontage Road Uest, Vail, Co'lorado. I'EATHER CII}IOITIONS AIID TEI,IP€RATURE COI{TRACTOR'S COIISTRUCT TOII ACTIVI TITS PTRSO}ITEL: l.lAJOR EQUIP}IEIIT: Loader, Dwp Trucks, Trackhoe, Smal I Bol4ag Sheepsfoot. ACTIVITIES: CHEI{-IIORTHTRTI'S 5 I TE ACTIVITIES tJe observed contractor placing dredge rock backfi ll naterlal on the north side of uall on "A" Llne. Materlal was placed uslng bucket of trackhoe in lifts and compacted xith trench 8ol'lag Sheepsfoot. Haterial was placed between Grid Lines P.7 and P.6, tde also pi cked up concrete strength cyl inders cast fron concrete placement on June 7, 1994. VEnBAL Col{'lut{ ICAT l0ll I,ITH C0I{IRACT0R, Ell6ll{EtR, ARCHITECT, ot,llER COPIES: J V A, R,A. elson & Associates, Inc,Inc.; Gratln|ey Pratt Schul tz Tovn of Vai 1 ; I I Carol yr Adans FIETD OESERVER Fred R. Caneron APPROVEO 8Y Aa a nutu.l lrot.clter to cll.6trr th. pslllc rnd osr.talvaa, all raports .r. iub lttad !a th! cotrtld.ntlrl Prop.rty of ourrll.nt*' rnd lid"iiiiii"i'iJi-.i L-ir"i-tr"l'- i? .trtdr.nt. corclu3tor3 or.rtrcct. iron or resrrdtns our i.port' is r.scrv.d pcndlrrs our nrl ttcn .pp.av!l . 3dFl.3 rtll b. dirpor.d ot eft.r t.atlng lr codplatad unl.33 oth.r .rF|ng. rnt* .r. .gr..d to In ,rlttng. A rffib.n of th. !l!! group of c€fip.ni.. CHEN.NOFTHERN, INC. cols{Jt-T I ltc EftcIltEEls Alto sctE[ttsrs REPORT OF CONSTRUCTION ACTIVITIES T0; liEcfi Enterprises J08 ll0. tt f78 93-3 DAT€: 6-9-94Attn: Eu$tdquio Cortl na P.0.8ox 3149Vail. C0 01S58-3149 DAILY REP0RT ll0. 82 StlEET I 0F I PRO.IECT: Liftside Building east of llesthaven Drlve and llesti n Hotel , South Frontage Road llest, Vail, golorado. HEATHfR COIIDITIOI{s A}ID TEI'IPERANNE COI{TMCTOR'S COII5TR1ETIOII ACT IVIT IES PERS0!il{tt : lrAJ0* EQUIPr4Er{T: ACTI V] TI €S : CHEII-IIORTIIERI{'S SIIE ACTIYITIES llhllc on-slte to pcrfonn tests on concrete being placed, ire observed contractor placing import (dredge rock) backfill naterial north of wall on "A" Line. Contractor was using trackhoe huck€t to lay nnterial into a harrow area behi nd rall and conpacting it with a snall Bot'lag ShceDsfoot, Area filled ras betvreen P.8 and P,5 Lines. VERBAL COI.O{UI{ICATIOI{ IIITH COI{TRACTM, EilCII{EER, ARCHITECT, OUIIER COPIES: J Y A, R.A. llel son & Associrtes, Inc,Inc.; Gratlmey Pratt Schultz Torm of Vai I ; I I I Carolyn Adoms FIELD OSSERYER Fred R. Caneron APPROVTO BY Ar r hrtual protactlon to cll.nt3, tlr. plbllc.nd o{rt.lv.r, all r.porta cr. rubrltt.d r. tn. confld.rtlil PFoprFty of ou-r cll.ntt' .nd iiu'"iTiiii"[- t-or--oubli"ii r; oi iiaijmcit. €onllustong pr eit".ctr iro6 or r.s.rclrg our rrportr is r.'.r'v.d i.nding our wiltt.r rpProvsl. SatFt.a fllll br dJiposcd ot.tt.r t.rtlrg lr coopl.t.d unl.3i oth.r arrangsrants rr. rtr'.cd to In wrltlng' A nrnh.i of th. !I! gro{p of cooF.nl.t CHEN.NORTHERN, INC. colsuLltxc Elr6t lrEERs AID SctEtaTtsTs REPORT OF CONSTRUCTION ACTIVITIES T0: llE0ll Enterprises J08 M). 4 l7B 93-3 oATE: 6-10-94Attn: Eustaouio Corti na P.0. 8ox 3149Vail, C0 81658-3149 DAILY REPoRI tl0. 83 SHE€T 1 0F I PR0J[CT: Llftslde Building east of llesthaven Drive and yestln flotel , South Frontage Road Yest, Va'il, Colorado. TITAT}ER COT{DITIOI{S AI{O TE}IP€RATI,RE :Sunny COI{TRACTOR'S COIISTRrcTIOT ACTIVITIES PERSOI{IIEL: ilAJOR EQUiPirEr{T: ACTIVITIES: CHEil-IIORTHERII'5 SITE ACTIVIT I ES Huntingdon (Chen-tlorthern ) rras on-site as requested to observe the placement of rock and gravel backfill. The eoncrete cyl inders cast on June 9, 1994 were picked up and feturned ts the I aboratory. There were tro short lifts of backfill placed. The first lift was approxinately l0 feet long and the second ln another location was approximately 25 feet long. Both lifts were conpacted rith a Jurnpi ng Jack. VERBAL COI{IIUII ICAT I OII UITH COiITRACTOR, EI{GINEER, ARCHIIECT, OI{flER CoPIE5: R.A. l,lel son & Associates, lnc, J V A, Inc.; Gwathney Pratt Schultz Iown of Vail;l I Billy Barbour FIETD OBSERVER Fred R. Caneron APPROVED BY Ai r [trtu.l orot.ctlon to cttrntr. tha rubllc .nd ourralvai. all r.porti rrc 3ubfilttGd !t Lh. confld.rtl.l Frop.rty ol oir-r' cllcnts' rnd iitt"iiilii"fi'ii:-i;f i.;i il-;;-;i.i;;;:- b"". t.'i o'i ii-iitiidti -fro," "" .lg.rd{ne o{r rcporir li r.rcrv.d i.ndtng our xrltt.n aPprov.l ' S".iili r.iti te lt-rpot C oa.ft.r t.rtlng lr cadplet.d unlcar oth.r rffrngrorhtr .r1 rgr!.d to ln i|fltlng. A ndrb.r ol tlrc !I! group of coED6nlr3 coL[! (.) t :o I ao o ! .o! c , ; ooo d F =clld o-Ov @ ra (o 9r @ {o €!o llt (o @ (v € (o - ct o h GI oo6C -0 q, Jll, -c-E FOlr- = !,] r.- 3= t.a E (J >it Q' .EdEI q-L t! oa9 r0 d.l: -3oro o(o cl o.g>]ot -cov.P:l 6 a! O(9 rf lr- Ctr () I(.t t.l IFr.l ttllrl:C.. aalrl clrfo {Y,.o(o= <tl Faodhctr..r o-lrlItd OJ-.{dclo.t Fe,ea.trl& defr JS EgEr 9<rr =-Fb69 CIlrld l! lrld, 352EolJOEF. CL Li =El!:t ctc +,Lo <tt(J tf (l,o arllrl .F Ot I.F =!lOOL E F. uta (' {r, ta,$+,o vr x(o.P30glrl.llOlrl Ct t € Or.." Ll +r . *f =<o,> o CHEN.NORTHERN, INC. c0ttt$uLTIfl6 E 6IXEERS AitD SCImIISTg REPORT OF FIREPROOFING THICKNESS, DEHSITY AND BOND $THENGTH T0: llEcl{ Enterprlses J08 t{0. 4 178 S3-3 DATE: 6-13-94Attn: llr. Eust.qui o Cortina P.0. Box 3l{9 DAITY RtPmT ilo. 84 SH€ET 2 0F 2VaiI, C0 81658-3149 PRNECT: Liftside Bulldtng, Vail, Colorado MTERIAL SPECIFICATIO'IS I{AIIUFAtrTURER Grace Honokote C0f{TRACTOR RollingPlaln BO}IO STREI{GIH (PSF)D€ilSITY (PCF} I5+ PROJECT COflBITIOI{S SUESTRATE PREPARAIIOIIS AIIBIEllT TEI,IPERATI RE sAI'IPL€ t{tftBtR TEST AREA I{ET VE t6HT {L8s ) ORY tnt6HT (tBs ) I,IOI STURE (E) D€iIS TTY (PcF ) t 2 q Eeam Col um D,eck t ng ,A'.IPLE tTiBER r,tlrIfnf,l THICKIIESS t til) r'lAx ]liur THlClfll|ESS ( rlt) AYEflAGE TH ICKI{ESS (lll) DES I6!{ THICKt{tS5 ( IN) BOI{D STRETIGTH ( PsF) REI.IARKS I 2 t.06 l.13 1.?5 r.72 I .20 1.40 1.0 1.38 Average thickness for denslty 1.30 PROGRESS REPORT: C{FIES: R. A. l{el son & Asso. - Attn: Rick Agate J.V.A., Ino. Gsatlm€y Pratt Schultz Torm of Yat I Carolyn Adans Fred R. Carneron FIETO OESEflVER ftFVIEI',ED SY Ar I out{al pfrtaetlon to cllentt, thc publlc and ou.!qlv.3, .ll r.port3 $. rdfiltt.d .6 tha contid.ntlal proFar'ty ot cllett.. and.{thoFl:.tlcn for Fshllcrtloo of rt.t.ir.nts. gorclu3lona or .rtr.cti frol or r.trrdlng ou|" raFortl ls iarrrvcd p.ndlhg o{r Hrfttan rpFr'ovrl. A..fb.r.t:ftc EI! group oi conFlnlca CHEN-NORTHERN, tNC. cofisulT![c EltcmEERS AftD gctE[Tt$Ts REPORT OF CONSTRUCTION ACTIVITIES T0: l'l€Cll Enterprisee JOB ttO. 4 178 93-3 0AT€: 6-15-94Attn: Eustaquio Corti na P.0. Box 3li[9Vall, C0 81558-3149 0AILY REPORT flo. 85 SHEET l0F I PROJICT: Llftside Buildlng east of Uesthaven Drive and ltestin Hotel , South Frontdge Road l,lest, Yail, Colorado. IJEAT}ER COIIDITIOI{s AITO TEI,IPERATWE coilTRACTon' S CofisTRUCTtolt ACTTVITIES PER$OI{IIEL: |{AJOR EQUIPHET{T: ACTIV ITIES : CHIII-IIORTH€RI{'S SITE ACTIVITIES lfe nade site vislt to obtain sehedul ing for next few days. Contractor was not placing fill at this tine, but ras cuttingfecllltate backfilllng just north of wall on Oraln and on sest side of rall on "1" Line. off pea tops of gravel "H" piles to wi 11 be pl aced VERSAL C(}{ruilICATIOI{ UITH COIITRACTOR, EIIGIiIEER, AR,CHITECT, OUTITR COP IES : JVA, f,.A. l{el son & Atsooiates, Inc.Ino.; GwathPy Pratt Schul tz Tovm of Vai I ; I I Carollm Adans FIELO OESERVTR Fred R. Cameron APPROVTO BY A3 | ftrts.l Frot.ctlon t6 cll.ntrr th. Fubllc and osrr.lv.rr all irport. aF. r{lnltt.rd rr tba contld.ntl.l pFop.rty ol our cl{antt, .rd authorlratlon for p{bllc.tlon of itrt.|rrat. Conclu.fo.. or.xtr.ctr fioar or rrtlr.dfrt our F.portr l. r.-crv.d F.ndlrt our wrltt.n.PProv.l. Sanpla3 trlll ba dl3po6cd of rftar ta3tlng l! coGplet.d u.|l.tt oth.i rrr.ngdlrntr .i..tr..d to ln |frltlng. A t nb.t' of th. !I! group of corhp.rl.E CHEN.NORTHEHN, INC. cotitsulllr6 €1{61t{EtRs AilD sc IEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar. firtlrl prot.ctlon to cll.nt.r thc publlc .rd oqr.elv.s, .ll i.ports ir. 3trtnltt.d ra tht co.fldltntl.l pr'op.rty of cll.ntrr aid ruthorlr.t{on for publlcltlon ol rt.t.ir.lti, Concl|rrlonr or a*tract3 lrqr or reg.rdlng our r.cfsrtr {3 hr.rv.dpandlrg o{r rii.ltt.n .pprovql. Sa4l.i |{ltI be dllpos.d of rltcr t.stlng li co tlat.d unl!3r oth.r trr.ngemsntr agr..d to lr rrl tltrg. A m.i*Gl" of th. X!! gr'oup ol co.|prnl.r Fo'|r Ho. ctlEll3A 6/91 T0: ilECll Enterprises JoB t{0. 4 l7B 93-3 MTE: 5-26-94Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F 2Yall, C0 81658-3149 PR0JECT: Ltftstde Euildlng, east of Yesthaven 0riy€ rnd lresti n Hotel, South Frontage Road l{est, Vaii, Colo. PIACEI'IEI{T Lff,AT IOII :oeck Sl ab. BATCH TICKEI I llF0Rt{AT I0l{ SUPPLIER: Vestern ilobile TRffiK ilo. 1t9 TICKET r{0. 012486 ilIX DEStGt{ flo. 44 Tll'ft BATCIfD: 9:02 All TIIIE ARRIVED: 9:30 Al,l TIHE PLACTD: 9:40 All-CU. YD. I0AD/ACCU|4: llL4l FIELD TESTIIIG I flFORMTIOlI TI|IE IEST IAKEI{: 9:45 ill JO8 SPTCI F TCAT I Ot{S: S[U]'|P: 4 1/4 SL UllP : lttax . 4 I lt. I l{. SAI'IPLE TEI'{P: AIR C0l{lEl{T: 5.31 AIR C0tlTEt{T: 4-8X 64 T AIR TEI.IP: 60 "F IJET UI{II lJtlGtll: 142.4 VATTR ADOED AT SIT€ 7 GAL. CYtIrDm l*FoRl{ATIoil l{0. 0F CYLIilDERS: 6 CYIITOER SIZE: 6"x 12" TIIIE CYLIIIDERS CAST: 9:55 A}l IIHERE CAST: On-Site CURII{G IIIFORI,IATION I]{ITIAL CUR[: On-Si te DAIE RECEMD AT LAB: --- FITLD SI0RAGE FACILITIES: Inside Trailer BY: ---r, N/ltAx AGE DAYS OATE T€SIED TOTAL LOAD {tBs) D I AI'IE TER ( I r,rcHEs ) AREA (sQ lrl) c0r.{P. sTR. (Psr ) TYPE OF FRACTURE CYLII{OER VTI6HT (LBS } CYL IIIOER UIIIT I'EI6HI (PCF) 7A 7A 28A 284 284 284 6-2-94 6-2-94 6-?3-94 5-23-94 6-?3-94 6-23-94 83,500 86,000 110,500 112 ,000 119 ,500 121 .000 5.98 5.96 6.00 6. 00 6. 00 6.00 ?8.09 28.09 28.27 28.27 28.27 28.27 2970 3060 3910 JY OU 4230 4?80 shear slear snear shear con/shear col umnar DESIGI SIRE]{GTH 4000 pSI @ 2S oAYs 1ESTS 8Y LABORATORY PERSOII}IEI ARE III ACCORDA}ICE VITH APPLICASLE ASTI,I I.IETHODS UIIL€SS OTHERI.'ISE NOTED SS'IE IIIFORIIAIIOII OF TEST REPORT I.IAY 8E PROV]OEO 8Y OTHERS REI.IARKS: CoPIES: R.A. llelson & Associ ates. Inc To*n of Vail; llestern lfoblle; J V A, Inc.; Gwatlncy Pratt Schultz Crnol5m Adams Bobby J. Hays FIELD OBSERVER APPROVTD BY CHEN.NORTHERN, INC. CO}ISULTIflG EI{GIIITEftS AI{D SCIEI{TISIS REPORT OF CONCRETE TEST CYLINDER DATA 45. artu.l pFotactloo to cllanti, th! p{btlc..rd olrrrclv.s, all raportr.rr rqbnltt.d r. tha coofldlantlal proPtrty of cll.nt., and authorltrtlcn for pqlllc.tlon of itatr$.nta, Conelsrlcn. cr.r.tr.cti lrod or r.g.rdlng or|^ raportt li rer.rv.dp.rrllag ollr rr'lttan aFprcval, Safiplar rlll bc dlipo3ad g{.fter taatlrg lr cooFlatad unllss oth€r rrtrngatianti rtr..d toln l|.tt{ ng. A 'l.nh.r ;f th. !!! lroup of coftprnf.. ' Fort|| o. c Ell3A 6/91 T0: l{€Cf,l Enterppi ses J08 ll0. 4 178 93-3 OATE: 5-26-94Attn; Eustaquio Cort i na P.0. Box 3149 SHTET 2 0F 2Vail, C0 81658-3149 PR0JECT: Liftside gutlding, east of lJesth.ven 0rive and Uestin Hotel , South Frontage Road llest, Vail, Colo. PLACEIIEIIT IOCATIOI{ :Footl ng Pad on "A" Line. BATCI{ TICKET I]{F0Rf4ATIO]{ SUPPLITR: llestern ilobi le TRUCK t{0. 97 llCKtT ttto. 012497 HIX 0t3IG[ ilo. 44 TII'fE BATCIIEO: 12:06 Pll TIHE ARRIYED: 1?:40 Ptl TIl,lE PLACED:l?:il3 Pll-CU. Y0. L0AO/ACCtll: 71561 FIILO TES1IIIG TTIFOR}IATIOII SAfiPL€ TEI,p : 69 "F AIR TEI.IP: 50.F TI|{E 1€Sl TAKEI{: 12:50 Pll SLUfiP: 4 M. AIR C0 IE T: 5.9X }rEI UI{IT llEI6HI: --- J08 SPECI FICAT I0llS: SLIIIP: i'lax.4 I1{. AIR C0ilTEl{T: 4-81 IIATER ADI}ED AT SITE -- GAL. cYL tDtB I FoflttATI0t{ l{0. 0F CYIII{DERS: 6 CYIII{OER SIZ[: 6"x 12" TIUE CYLIT{DERS CA$T: l:00 Pl'l UHERT CAST: 0n-Stte CTRII{6 TilFORIIATIOII IHITIAL CURE: 0n-Si te IIAIE RECEIVEO AT LA8: --- FItL0 STffiAG€ FACILIIIES: Jnside Trailer 8Y: ---Mlt{/tlAx A6E OAYS t)ATE TESTEO TOTAL LOAD (LBs) DIAiIETER ( r{cr.rEs } AR EA (SQ IH) coilP. sTR. (PSI) TYPE OF FRACTURT CYL I I{DER r{E16Hl (rBs) CYTII{DER UIi IT VEIGHT ( PCF) 7B 7B e8B 288 288 ?88 . 6-2-94 6-2-94 6-23-94 6-23-94 6-23-94 6-?i-94 98,000 98,000 u9,500 I18,500 117 ,500 u9,500 6.00 5.99 6.00 6.00 5'go 5.92 28.27 28.18 28.27 28.27 28.?7 27 .53 3410 3180 4?30 4190 4160 4340 con,/shear shear con/spl i t shear shear shear DESTGT STRAilGTH 4000 Psl 0 28 DAYS IESTS 8Y TASORATONY PER5OI{IIEL ARE Iil ACCOfrDAIICE I.'ITH APPIICABTE ASTII I'I€THOOS UIILESS OTHERUISE flOTED sOiIE II{FORIIATIOI{ OF TEST REPORI iIAY 8E PROVIOIO BY OTHERS REI{ARKS: C0PI€5: R.A. llel son & Assooiates, lnc Torn of Vail; lestern lbblle; J Y A, Inc.l Grtattrmy Pratt Schultz Carolyn Adans Eobby J. Hays FIELD OESERVIR APPROVED BY J(j.i : CHEN-NORTHERN, INC. coirsulTr{G ETGTNEER5 Ar{0 scrEr{Trsrs -. ^ __T! V :!t,, r r 1, i.,,.*,, ripl, REPORT OF CONCRETE TEST CYL|NDER DATA '[ T0: IIECH Attn P.0. Vai I PROJECT: Enterpri ses Eu6taquio Contl na Box 3149c0 81658-3149 Liftslde Bui I di ng, J(lB flo.178 93-3 0ATE: 6-2-9{ SHEET I OF 1 Frontagc Road tfest, Vail, Colo.east of Vesthaven Drive and lfesti n tlotsl , South PLACE}f IIT LOCAT I O1{ : BATCH TICI(ET I ilFOftI,IAI I OX TRTCK ilo. 97 TII€ MTCH[0: 9:?l At{ TICKET 1{0. 12320 TII'IE ARRIVTD: 9: 55 Atl SUPPIIER: vestern lbbiie lilx D€slct{ r{0. 44 TIl,lE PLACED : l0 :35 AH-CU. Y0. LOAO/ACCIIH : FIELD TESTI]{6 llfF0RtlATloll S*itPtE TEH?: 71 'F AIR TEriP: 73'F TII{E TEST TAKEI{: l0:tt5 AH SLUl.lP: 4 t1{. AtR C0llTEltT: tl.6/ t/ET Ut{lT UEI6HT: 14?.6 JOB SPECIF ICAT I0l{S: SLlJtlP: tlax.4 lt{. AIR COl{TEilT: 4-81 UATER ADDED AT SITE 0 6AL. cYL I lroER tltFoRilATlolr l{0. 0F CYIIIIDERS: 6 CYLII{DER SIZE: 6"x 12" TIME CYt I}IDERS CAST: l0:55 Afi tftlERE CAST: 0n-Site cuRlfiG lt{FoR}tATI0t{ IIIITIAL CW€: 0n-Si te DATE RECEM0 AT LA8: --- FIELD SToRACE FACILITIES: Heated Trailer BY: ---f,ll N/llAX AGE DAYS OATE TESTED TOTAL LOAD (LBs) O IAI,IETER { IflCHES ) AREA (sQ It{) coirP. sIR . {PSt) IYPE OF FRACTURE cYL 1[orR IIE IGHT {LBs) CYLJIIDER UIIIT I'E IGHT (PcF) ?8 28 28 e8 6-9-91 6-9-94 6-30-94 6-30-94 6-30-94 6-30-94 95,000 92,500 l2l ,500 121,000 1??,500 124,500 6.05 6.06 6.05 6.05 6.05 6.05 28.75 28.84 28,75 28.75 28,7 5 28. 75 3300 3et0 4230 4310 4260 4330 shear con/shear shsar colunnar shear shea r D[sr6]r STRE]{GTH 4000 PSt 0 28 DAYS TEsTs BY LA0mAT0RY PtRsOllt{EL,'RE I1{ AccoRDAt{cE tlTH APPLICABLE ASTtt ''|ETHO0S UIILE$S OTHERUISE ll0T€0 STX'IE I IIFORI'IAT I OT OF TIST REPORT }IAY BE PROVIDED BY OTHERS REHARKS: C0PI€S: R,A. llelson & Arsoclates, Inc Torm of Vail; llestern lbbile; J Y A, Inc.; Gratlmey Pratt Schultz I Jim H. Davts Bobby J. flays FIELO OBSERVER APPROVTD EY Aa a autual cllant3,.ndpandlng ourln v.rltlng. A iarbar of prot.cilon to cll.nt3, th. tubllcrsi,hsrlr.tl.r for p(bl lc.tlon ofwrltt.n approvrl. S.npl.r rlll b. tl. {!S group o{ cofigrnl.t and o{raalvaJ, all ra9ort3 rt.t.Nr.ntr. Cotrclraalonr ordlrposcd of .fter tartlng rr.. rub||ltt.d .r th. .onfldlcntl.l pr.op.r-ty of artra€t3 froo or rcg.r{lnt .ur r.portt lt t.3.rv.dtt comolatad unlait othar arrangcnant3 rgracd lo Forh flo. $lell3A 6/91 n- CHEN-NORTHERN, INC. coltsut_Tlfic ETGI EERS Ar{0 scIEl{TIsTs REPORT OF CONCRETE TEST CYLINDER DATA Ar a nlt{rl prrot.ctloh to cllcnt3, thG publlc .nd our3clv.sr .ll aa}ot"ta ara ttt|ntltt.d.E tha confld!.ntlal pfopeity ot cllanttr qnd cslhgtl:atloo for publ{catlon ol rtrtllrcfitr. Conclrilonr of attrlatr iron or ragardltrg our l'aportt li raa.rveal pardlEg our wrltt.r .Fprov.l. Sr|rpl.t' i{ll b. dlspo3cd of rftcr t.rtln! lr compl.t.d unler3 olh.r rrrtngin nts.gr..d to ln wrltl n9. A i.r$rr 6t th. !!! grorp of cofip.nl.i fofu r|.. c €1134 6/91 T0: l€Cll Enterprises JoB l{0. 4 178 93-3 oATE: 6-7-94Attn: Eustaquio Corti na P,0. Box 3149 SHEET 1 0F 2Vall, C0 81658-3149 PRoJ€CT: Liftsld€ Building, east of l'l€sthaven 0rive and testin Hotel , South Frontage Road llest, Yail, Colo. PLACEiIEIIT TOCAT IOI{ :Louer Level slab, l{orthwest Corner. EATCH TICffT II{FORHATIOI{ SUPPLIER: l{estern llobile TRIH( t0. ll4 TTCKET lto. t247 i{tx DESIGil }t0. 44 TIIG BAICIED: l:39 Pli TII{ ARRIVEO: 2:00 Pil IIffi PLAEED: 2:15 PI'|-CU.Y0.L0AD/ACC|JIi: 7 FIELO TESTII{G IIIFORIIATIOI{ SA}IPL€ IE}IP: 72 "F AIR TEI{P: 72 T fIH€ T€ST TAKET{: ?:25 Pl,l SLt,lP: 3 l/4 It{. AIR COtlTE T: 5.08 lfEI UIIIT l{E IGiIT: .x)B SPECI FICATI0i{S: SLtlllP: Flax.4 il{. AIR C0llTEl{T: 4-81 I,ATER AD0€0 AT SIIE -- GAL. CYLIIIDER If{FoRllAT l0l{ ll0. 0f CYIII{DERS: 6 CyLl}lOER SIZE: 6"x 12" T If{E CYLIIIOERS CAST: 2:30 Fl'l I$IERE CAST: 0n-Slte CMIilG IIIFffiTIAIIOII Il{lTlAL CURt: 24 hours On-Stte DATE RECEMD AT IAB: 6-8-94 FIELD ST0lAGt FACILITIES: Clinate Controlled Trailer BY: Carollm Adams tltll/l'|il( AGE DAYS DAIE TESTEI) TOTAL LOAD tLss) DIAIIETER ( I]{CHES} AREA (sQ Ifr) cot'tP. sTR. (Psl) TYPE OF FRACTIJRE CYLIIDER iIEI6HT (LBs ) CYL ITDER IfIIT I'E I6HT (PcF) 7A 7A ?84 284 284 ?8A 6-t4-94 6-14-94 7-5-94 7-5-94 7-5-94 7-5-91 95,000 96,500 115,500 I t 7,000 123,500 I 16.500 5.98 5.98 5.98 5.99 5.99 5.99 28.09 28.09 28.09 28.18 28.18 28. 18 $40 3440 4110 4150 4380 4130 coh/shear sherr Shea r shear shear shea r oEsIGl{ SnErGTH 4000 PSt 0 28 oAYS TFSTS BY LAEORATORY PERSCF{NEL ARg Iil ACCORDANCE VITH APPL]CABLE A5TI.I }IEIHODS UIITESS OTHERIJISE I{OTED SOI.IE IIIFORi'IATIOII OF TEST REPORT MAY BT PROVIDED BY OTHTRS RE}IARKS: C0PIES: R.A. llel son & Associates, lnc Torm of Vai I ; l,lestern l,lobi I e; J Y A, Inc.; 6watt tey Pratt Sehultz Jlm H. Davls Bobby J. Hays FIETO OBSERVER APPROVEO EY CHEN-NORTHERN, INC. coilsulTlr{G t!t6lt{EERs Afio sctE[TrsTs REPORT OF CONCRETE TEST CYLINDER DATA Ar r n{tu.l paot.ctlon to cllcnts. th. publlc.nd olrs€lv.s, .ll r.port4 arc iuhrltt.d at tha contldlantJll proprrty of cllantar and authorl:atlon tor publlartlol ot ttatcaiant3. Con€liiiloni or axttacti fron or r.gardlng o,ur r.lportr la rcaarvadp.ndlng otrr i.rltt.n .?prov.l. Srrpl.r ||lll b. dlrpos.d of aft.r taatlng la cooPl.t.d !nl.s! other rrrrng.6cit3 rgr..d toIr rr{tlng. A n rdr? of tlr. !!!! grouF of eor|p.nl.r form rb. €fiE1fJA 5/9t T0: l'lEClt Enterprlses JOB ttO. 4 178 93-3 OATE: 6-7-94Attn: Eustaquio Cortl na P.0. Box 3149 SHEET Z 0F 2VaiI, C0 81658-3149 PRNECT: Ltftside Building, east of Vesthaven Drive and lLesti n Hotel , South Frontage Road Vest, Vail, Colo. PLACEf,lEllT L0CATIOI{: Foundation Slab, Lower Level , ttorthrrest Conner. EATCH TIC(ET I]{F0RI'|AT I01{ SUppLItR: tdestern ilobile TRT CK 0. 100 TICKET [0. 1242 flIX 0ESI6fl t{0. 44 TlllE EATClltD: 5:12 Pll TIHI inRMD: 5:35 Pll TIIIE PLACED: 5:rt5 Ptl-CU. YD. !0A0,rA0ClJll: 7163 FIELO TESTI}IG I'IFORi.IATIOII TII'lt T€ST T/rKEtl: 5:55 Pll JOB SPECIFICATIOI{S: SLU,|P: 3 l/4 SL(f,|P: llax.4 llr. I1{. SAIIPLE TE}IP: AIR COI{TEI{I: 4.9X AIR COllTEt{T; 4-81 73 "F AIR TEI'IP: 73 'F IIET UI{IT YEIGHT: I'ATER AODED AT SIIE -- GAL. CYLII{DER I]{FffiiIAT I Ot{ M). 0F CYLtllOtfiS: 6 CYLIll0tR SIZ€: 6"x le" IIIIE CYLII{OERS CAST: 6:00 Pl{ fHERt CAST: On-Site crR r1{6 I ilF0R}tAT l0r{ IIiITIAL CIRE: 24 hours 0n-Slte 0ATE RECEMB AT LAB: 6-8-94 FIELD STOf,AGE FACILITIES: Cl irnate Controlled Trailer. BY: Caroljm Adams t{l t{/l{AX AGE DAYS OATE T€STED TOTAL IOAD ( L8s) OIAI.IETER ( fticHEs) AREA (sQ It{) c0f,lP. sTR. (PSt ) TYPE OF FRAC1URE CYtIITOEf,. I{E]6HT (LBsl CYL IIIOER UIIII VEIGHT ( PcF) 78 78 285 288 288 288 6- 14-94 6-14-94 7-5-94 7-5-94 7-5-94 7-5-94 94,500 94,000 129 ,5 00 l3l,500 125,500 117,000 5. 98 5.98 5.99 5.99 5.98 5.98 ?8.09 28.09 zB.l8 28.18 u8.09 28. 09 3360 3350 4600 4670 4500 4170 $hear shear snear sh€ar snear shear DfSI6I{ STREIIGTH 4000 PsI 0 e8 DAYS TE5T5 BY LABORATORY PTRSOI{IIEL ARE II{ ACCORDAI{CE I{IIH APPLICABLE A5TI.I IIETHODS UI{LSSS ()TH€RI'TSE TIOTTD SOIIE I I{FORI.IAT IOII OF TEST REPORT }tA} BE PROVIDED BY OTHERS REIIARKS: Concrete trucks had 6 l/2-inch slunps at curmulative cubic yards of 49 and 56. Jeff and tlagner wlth R.A. llelson & AssociateE agreed to reject each load. C0PIES: R.A. ilelson & Associates, Inc Town of Vail i l,restern lloblle; J V A, lnc.; Guattnet Pratt Schultz Jirn H. Davis Eobby J. llays FIELO OBSERVER APPROYEO BY CHEN.NORTHERN, INC. COI{SULII IIG ENGIflEERS A}ID SCTEI{TISTS REPORT OF COHCRETE TEST CYLINDER DATA T0: llECll Enterpri ses J08 l{0. 4 178 93-3 oATE: 6-9-94 Attn: Eustrqulo Csrti na P.0. Box 3149 sHfET I 0F r Yatl, C0 81658-3149 PR0JECT: Liftstde Building, oast of Yesthaven Drive and y€stin ltotel , South Frontage Road llest, Vail, Colo. PLACEIiEiIT L0CATIO!|: Uall, "A( Llne, P.3 to P.l SATCH TICKTT IIIFORIiATIOII TtucK ilo. 150 TIlfi SATCIIED: lrl? Fl'l TICfiET l{0. 0t 2778 TII'IE ARRIYED: 1:30 Pl,l SUPPLIER: Vestern llobi I e f,llx DEslcl ll0. 44 TIlt PIACED: l:38 Pil-CU. YD. L{lAl} | ACtWt 7/L4135 FIETO TETTlil6 II{FORIIAT IOI{ TI|IE TESI TAKEfI: --- JO8 SP€CIFICATIOIIS: SLllliP: Z SLU}IP: l,lax.4 Iil. I ll. SAI.IPLT TEilP: AIR C0flTtllT: 4.9I AIR COl{TEllT: 4-8I 73 T AIR TEI,IP: 65 "F IIET Uf{IT IIEIGHT: VATER AODED AT SITE -. 6AL. cYr ilrDER t]{F0Rl.lATI0X n0. 0F CYLIIDEIS: 6 CYLIIIDER SIZE: 6"x 12' TtllE CYLIIIDERS CAST:lft'IERE CAST: on-St te CtnIilG I ffiffiI{AT IOII IIiITIAL CURE: On-stte FIELD STORAGE FACILITIES: --- DATE RECEIVEO AT LAB: 6-12-94 8Y: Carolvn Adarns tlllUilAl ACE ITAYS IATE TESTED TOTAL LOAD {LBs) D I AI,IETER { il{cHEs } AREA (sQ rH) col{P.sTR. (Psr ) IYPI OF FRACTIJRE CYLII{OER VEIGHT (LBS) CYTII{DTR Ut{IT I,IEIGHT tPcF) f I 2S 28 z8 28 6-16-94 6-16-94 7-7-54 7-l-9q f -7 -94 7-7-94 106,000 106,000 139,000 130,500 135,000 137 .500 5.99 5,99 6.00 qoq 5.95 5.00 ?8. 18 ?8. 18 ?8 .27 ?8. 18 27.81 28.27 3760 3760 4920 4530 4860 4860 con,/shear shear con/spl i t shear conlshear shea r DEsIGlr sTREilglH 4000 PSI g ?8 oAYS TESTS BY LABORATORY PERSOI{IIEL ARE III ACCMDANCE UITH APPLICASLE ASTII }IETHODS U'ILESS OIHERIIST flOTED SOI4E I ilF()fliIAT I OlI OF TEST REPOf,T I,IAY BE PROVIOED 8Y OThERS REI4ARKS: CoPIES: R,A. flel son & Asaociates, lnc Tom of Vail; tlestern i{obile; J V A, Inc.i 6 atfmey Pratt schultz Carolyn Adarm Eobby J. tlaYs FIELD OESERVER APPROVEO BY Ar. hgtuol piot.ction to dll.ntt. th. prbt le ahd o{raalvar, all r'ports cll.otr. .nd .uthor{t.tl.i lor publlcatlon of atatarEntr ' Conclut{ant or ;;;ai;;'";. wriitrn approyrt. s.rplc. rltll br dltPor.d of rlt.r t.stlnt ln F.ttln!.A nirlrrr cf tha !I! grosp of .d{t.nlct .r. lubrlltt.al .. th. confldl.ntlal proParty of artractt trotn of rcgahding our raPortt It rrtat'v'd li ccslat.d unla33 othar arrangdtanta tgraail to forr'r o. c|fll3A 6/91 'l "!d1CI '[ 1' ,li ',i"rtnl' I\nl tr t lfit CHEN-NORTHERN, IN colrsuLT I [G EilGtxEERS AtO SCIEITIS'S REPORT OF CONCRETE TEST CY ,DA,TA -., TO: IEO{ €nt€r'pf i ses Jo! [o. 4 f78 93-3 DATE: 6-13-94 ^ttn! Euttsqri o Cortina P-O. 8ox 3149 Sngel t or I n vait, co 81658-514t PRoJECT: Liftsid€ Sultding, e.et of ll€sthrvsn Drive ard tJ€stin ,lotct, Sqrth Front3ge Road u€st, vail. coto. PLACEIIEIII LOCAT t OII :u.tl on P.l ft'tm r.Ar. Line to xln Lihe. EAICH TtC(El lltfof,||Ar lotl TRIE( IO. 150 llf,E ltICllED: 3:24 Plt IrcrcT [o. 0l 2887 TIilE ARRIVEo: 5:40 Pll IITIE St PPIIER: Uestern f4obi teItx DESTGX ilO- 11 pLAf[D: 4:0t Pfl.CU. YD. LOng/AOCul:7114128+ ftELD TESI! G tfoftt{rTto SAhpLE TE p: 79 0r ArR tEtlp: 75 0F llllE lEsT TAKEII: 4:07 Pll SLIXiP: 3 IN. AIR COl,tIEilT: 5.2X UET Ufltr sEIGltI: JOB IPECIFICATIOTS3 SLUI'P: iIAX.4 II'. AIR C(}ITEITS 4.8X UATEN AODED AT SITE .. GAL. CYI. I'IDER I iIFOR||ATIOII ilo. Of C"YLIIDERS: 6 CYLIHDER SIZE: 6rrx IZ Tlli€ CYLlllD€Rs CA$T: 4:17 Pfi $ERe CASTs On-Site c1n lf,G tilFonB llotllllTllll ctnEs 48 ho{lra On-8ltc DIIE RECE lrrED AT IAB: 6-15-94 FIEID SIoRIGE fACILtTIES: Imide Traitep 8Y: Carotyn Ad.rE lxlnAx AGE DAYS DAT€ 'ESTED TOTAL LOID (LBS) D I AI4ETER ( I llcfiEs) AR€A(sc rr) cop. sTR. (PSI ) IYPE OF fRAC T*E CYTIIIDER gE IGHI il.BS) CYLITEER u|lT lf tc[' (PCF' 7 7 za 28 2A ?a 6-?0-94 6.20-94 7.11-94 7-11-94 7-11-94 7-11-94 100,000 10t,00o 150,500 1e4,500 125,500 126,500 5.99 t.99 5.99 5.99 5.99 5.99 28.18 2s.18 28. t8 e8. t8 28.18 e8, t8 3550 3580 4650 44?0 41fr 4490 con/5hcar shear con/spt i t co t urrar shear corYshear DEStCt STEEI&TI 4000 PSr e 28 DAY' fesls BY LAEoRAIOnY nm50 ffiL ARt tlr ACConDAilCE lttTl APPTICABTE tSTli tiETHmg UILESS OrflEmtSE *OlEo SOIE II{ FORi|AT IOII OF TEST REPORT IIAY BE PROI'IDED BY O1HERS IEIIAft|(S; C@IES: R.A- l,lelson & Associates. Inc IoHn of VaiU 9estcrn llobl lei J V A. lnc-,' cratlnEy Pratt Schultz Carotyn AdflE Eobby J. flays FIELD OBSERVER APPROVTD 8Y Aa a rrutud ploLctiofi te di!'|t , thr pr.bfio.nd o{r.r.|v....ll r.port .r..ubir*tLd 6 th. oonfld.hd.l pfop.tty of oliaarta, and rulhorfiation for pr$ficdion of ttlt|||nanL. Conc[raiona oa qt.aaL ltdtt er l.oaadlnC o(|r rapo]tt ia alarv.d pandiog our wrltLar aFprovC, Sanphr will b! dLpoaad ol aftar tdlin! ia coFrpl.t d r$l-. ofrar aa.rng.niaiL agraad lo in Yrriritlg. A r|.mb.| rl rhc SE Croup of compqnicr Forfr| i,lo. cMEl l3A at/91 O t mttlan rgrie4 CHEN.NORTHERN, INC. collslJlT I[G E]TGI|EERS A]to SCIEt{TtSTS REPORT OF CONSTRUCTION ACTIVITIES T0: iE0ll Enterpri ses J08 t{0. 4 U8 93-3 DATE: 7-1-94Attni Eustaouio Cortl na P.0. Box 3149Vsil, C0 81658-3149 0AILY REPoRT flo. 86 SHEET r OF I PRoJECT: Liftside Bullding east of llesthavEn Drlve and llestin Hotel , South Frontage Road UeBt, Vall, Col orado. IdEATHER COIIDITIOIIS AIID TEI'IPERATURE :Sunny - 60 to 74 degrees F. COIIIRACTON'3 COIISTRUCTIOI{ ACTIY ]IIES PtRiofiilEL: I.{AJOR ESTIPI{E||T: Crane, Concrete Pump, Concrete Trucks. ACTIVITIIS: Placing concrete for driveway into parking 'lot. CHEII-I{ORTI{ERII 'S SITE ACTIVIT T E5 fluntingdon (Chen-tlorthern ) arrived on-site as requested and perforrned slurnp, alr, and t€lrperature tests ofl soncrete to be placed. fro sets of cylinders k€re cast for corpressive stlength testi ng. YERBAL CON+,II ICATIOI{ UITH COIITRACTOR, ENGIIIEIR, ARCHITECT, OUHER Jeff with R,A. llelson & Associates was infonned of field test r€sults. COPIES: R.A, llel son & Associates, Inc.; J V A, InG.; Guattmey Pratt Schultz;Town of Yai I ; I I Jlm H. Davi s FIELD OBSERVTR Fred n. Caneron APPROVEO BY Ar a eiuturl Ffota<tlon to cllantrr tta Drabllc rnd ourr.lv.3, .ll raportr ar.. rsltr|ltt.d.r thi confl.l.rtlrl pr'op.rty of our cllants. .nd .(th!rlt.tlon for putllc.tloh of .trt.reant. Conclurlon3 or.xtr.ctE iroo or rrterdlag our raFortr Ir F.r.rv.d pandlng o||rirltt.n rFProvrl. Srcwl.. rrlll ba dltpot.d of aft.r t.ttlng lt conpl.tad ut,ll.3r oth.r rrrlntrr.nt3 |r. rgr.ad to In wr{tfrg. A !.n|b.r of tha !I! group ol cor$A|rl.r f CHEN-NORTHERN, INC. mI$JLT I lilc EI{GI}IEERS AllD SClEllllSTs REPORT OF CONSTRUCTTON ACITVITIES To!l&cr Enterpri6€5 Attn! Euetsqjio Cort i na P,O. Box 3149 vai t, c0 81658-3149 oAtlr aEP0RI r{p. 864 STEET 1 Of 3 PRoJECI: Liftsid€ Bultdlng Erst of t'lesthayen Drlw ard lrestin fotet , South Frantage load $€3t, Vai[, Cotorado. REPoRT OF: SIRUCTURAL STEEL The hi$r str€ngth bolts srd r.€lds rerc vlcuslly oboerwd on tho Portecauchffe betxecn Grid"Lin.e L to E .rd P5 to P8. Tb. botts uer6 accrptobte er(aept o.r thc ttbc rtcel columg 6t P6 a|rd FB or1 E Llne; There rere no pfecast enchor bolts rs sho|{n on zinkof DrErring E 69, section E, Th6 futl prnr netds Here visually obeeryed.rd the top ftarge of the dl.gonal I21 Roof Eeams at P6 and P8 on L Llns did not have a backir€ bar so the corhections did not have s co{plete fused boot pass. Uttrasonic testint ofi att of the futt penn uetds silt bc cofldrctad on Juty 6' 1994, Thc filtet tntds rere visua(ty ob$erved ard xere dsternined to be .cc.ptsbla ercept on Line E at P6 and P8, The diagonat $ 14 Roo{ Sean that coffr€cts to th€ top of the la!(le tube st€€l cottrrr uas not rclfu. lhis conrFct i En shoutd be Hetd€d os $horn on 3in*or gfaxlrE E 59, Section 0. Jeff .nd Barry rith R.l. [etson & As$oclstcs xere i nformed of my observations. coPIESr R.A. Ietson & Aasociateg, lnc., Attn: J V A, tnc.i G}|athopy Pratt Schuttz; foin of vail.r Attn: llr. Dan Stsnek; l,lf. Rick Agate; I I I Daerel I Nttss I FIELD oEsERVEn Fred R. csreron AFfiTF'EO BY A9. rut{rl Frgtactlon to cllanti, tha Fubllc rnd oui6€lv.s, ell r.ports rre Brbr{tted ai th. €Ghfidrntlrt Pt'oParty o{ our.cll.ntt' r'ld authorllatlon for lublleatlon of 3tatdnant. Conclu3lon3 or.ttrlct'' fradr or rcgrrdlr|g osr ftport3 _il t'etcrv€d pandlng our wilttcn rPProv! 1, Sanei$ iiii b. di3po3.d of rft.r tritlng 13 co pl.tcd unleit oth.r ArFlrt.fi.tt3 a?. !gr..d to In ffltlrtg. A frd6.r of th. !!H gioup of coe|p.nlcE rfl 3' c*rfa c/el i7/n6/41 12;07 +iT.::il,',,r*-*H"fffi", ",l*rr sPf,rrles @otz o.E2.6 3 Iinspecttoru Inc-YtSlttL tilstGGTIOt EF0rT lrq, .cfl{rior. + 4a7aF -locrtron or r ?.4. 9t!e.!- iFTG.p*cE t * FOftT vt1 tlgPFfltrr FlHnlnds U\**,.f ,r,*c*.[lo^ zo^gr1gof or R.of [',- Jo coL"-,.^ co**clr,-:s-.--.- at 6rr& -8, f {t*-..-a"d. SS , 6 I"' - d r.'!e*'.,/ r^*,*Jt,r. rlell- -^ 0a. A 1,,,.,, o^ .xrl'o,tla - o*rrlJ is m,ea{rr{ J*- {" 111 "{.2 ,,lclJl .,-o.L "\t^**l/o **lrJ, (-n r", 7- $. LrT ,er.Lt{rrl t-- 3 7r-?-3 ,n*fr urte J€f cttExr FEaLL fi.rvG FIHAI, .tttTt0nttl lJ{D R8SPlffftllLlft Fd rf,TGlFtretAtlot{ *ilp rcnEEilcE Ir rt.L Btrllll{tTlot{ aEttt|,Tt- n7 /O8/24 12:07 ::":.1"t:,:"',Tl;:ff, T., "-;rr s"*rlf*s E oor ot 363lfre$ iatpcction, ine- 6i* $$.-{t.\.t ^ ft}*erfr1 4 f 6g1ya.Jr*<'^{a.l u I ^+. -ddG t:Ff-F{J,- P.oyrl , U",,1{ , C, ntllasorlc tsoEr u*larz oan.1l&L-qdF.JEe3-- Fb....lL$+ , 4-4ilr'*r: rz -E,FI:.rt rtts,& fk-LI nlr- 3t{*t"J _Eryq f.tur11trtEr ++" - . -ftdq ,tEltcAF!d|4 r*o*$i#e EI EX f; Tg ffidlElfiEt|lr H t f;* g sl d dl[ Ht $f$I I iE I ft sf, D ,fr € F dj {d fif ruJ:I-=rt --ur*.x 144!1 't i+ t - il fi'J.- d*r u t{-*rut?t'- E .S ea+ l&rr.r[i]*r u tI m f-S-StJ, ddrqL;=rr- ffi lfl tf.er\.2+s45 s&o"' fi4 Nltl he'n t-299-E1I - \) ' I '{ - - rt- t CHEN.ITORTHERN, IIIC. c0lrst tTtt{o E}r6$tEERs Ar{D sctEl{TlsTs REPORT OF CONCRETE TEST CYLINDER DATA At r |nrtq.l prot.ctlon to cllrattr thr publlc .nd oursclv.3, all rrpor.ta.lra subfilttad 13 tha confidlcntirl proparty of ellantt, ahrt asthorl:at{on f.i. publldltlor of rtrt.r.nti. Conctui{orr oF.rtr.ctr fiqr 9r r.grrdlng orr r.poFtt lt ..sarv.d pandlng o|rr r,rlttan afprov.l. Sa'tplc3 wlll b. dl3tor.d of.ttcr t.stlrg ls co|lpl.l.d unlctr oth.r rFrrtg.r..ntt rgt'..d to ln nrlting. A n.r!b.r Af th. !!! grorp of co.|prnl.s Fo' Ho. GfiEll3A 5/9r T0: ilECll Enterprises JOB ilO. 4 178 93-3 DATE: 7-7-94Attn: Eustaguio Corti na F.0. 8ox 3149 $HEET I 0F 1Vail. C0 81658-3149 P&0JECT: [iftside Euilding, east of U€sthaven Orive and l',estin Hotel , South Frontage Road tlest, Vail, Colo. PLACEI'IEI{T L{ICAT IOII ;lower Level 0ecks, Parking Garaga. BATCII TICKEI IllFORliATI0ll SUPPLIER; tlestern llobile TRUCK fto. 114 TICKET 0. 1318 i X 0Est6fl [0, 44 TIf,fE B*TCHEO: l:3E All IIIIE ARRIVED: 8;00 All ?lHt PLAC[0! 8:15 Ari-CU. YD. L0AD/A0Ctlf,l: 616 FIETD TESTIIIG I ilFffi,I.IAT IO}I TIIIE TESI TAKEfl: 8:25 Al,l J()B $P€CIFICATIOITS: SlUilP:51/2 IN. SLul{P: llax. tt IN. SAI.IPLE TEI# : AIR C0I{IEIIT: 6.0X AIR COl{TEllI: 4-8S 65 OF AIR TEIIP: 53 T tET UI{IT I|EIGHT: 139.0 T'ATER ADDEO AT SITE 5 6AL. CYLIilDER THF()RI.IATIOII l{0. 0F CYLIIIDERS: 6 CYLIT{DER SIZ€: 6"x la" TII{E CYTI DERS CAST: 8;35 A}l UIIERE CAST: On'Site CURI}16 IIIFORI.IATION IIIITIAL CURE: 24 hours 0n-site 0ATE REC€IWD AT LAB: 7-8-94 FIELD ST0RAGE FACILITIES: Insulated 8ox BY: Jirn H. 0avie ill lllllAx AGi OAYS OATT TESTED TOTAI- LOAO (LBs ) O IAIIETER ( rr{cHEs} ARTA (sq rill c$4P . STR. (PS r ) TYFT OF FRACTURT cYril{0ER IIEI6hT (LBS) CYLINDER USIT IIEIGHT (PCF) 28 ?8 28 tl 28H 7-14-94 7-t4-94 8-4-94 8-4-94 8-4-94 8-4-91 40,000 84,500 5.98 6.00 28.09 28.27 u 850 2990 DESIEII SIRIIIGTH 400{ PsI 0 a8 oAYs TESTS 8Y LABORAIORY PER$OilI{EL ARE 11{ ACCOROATICE UITH APPLICASLE A$T''I IIETHOOS UI{IESS OTHTRUIST I{OTED SOI,IT TITFOR}IATIOII OF IEST REPORT iIAY BE PROVIDEO BY OTHERS REiIARKS: Observ.d sdsi -hardaned chunks of concrete cfiring out of chute of Truck o. 114. oriver pid(ed chunks out of hopper. C0PIES: R.A. l{el son & Associates, lnc.; Torn of Vail; lleeterrr fiobile; J V A, lnc,; tuatlrpy Pratt Schultz;Jin H. Oavis Eobby J. Hays FIIIO OSSERVER APPROVID BY ,t, CHEN.NORTHERN, INC. coilsutTlilG EilGIilEERS Alto SCIEflTISTS REPORT OF CONCRETE TEST CYLINDER DATA Aa a hutu.l pr"otcctlon to cll.ntr, thr psbllc .nd ourselva3, .lI r.port! ara ruhnlttad a. tha confJdl.htl.l Pl'op.rty of clicntr, arnd author^lzrtlon for publldatlon ol 3tdt.tnant3, Conclu3for3 or Grtr.cti fro|rr or rrgrrdlng our rapoFt3 l3 rcaarvedp.rdlng our writtan approv.l. S.np'lcs will b. dilpossd of oft€r t.atlng li compl.t.d unle35 oth€r rrrrng€t'|onts rgFccd to ln wrltltrg. A |nr bri ;t th. !!! group of cooPlnle3 Fa'.ttl o. c €rl3A 6/91 T0: |ECl.l Enterpri ses JoB li0. 4 178 93-3 DATE: 7-5-94Attn: Eustaquio Cortin. P.0. Box 3149 SHEET I 0F 2VaiI, C0 81658-3149 PR0JECT: Liftside Building, east of i,lesthaven Drive and Uestin Hotel , South Frontage Road ttest, Vail, CoIo. PLACEI'IEI{T LOCAT IOI{ :Deck Topping in Underground Structure. BATCH TICKET IilF0Rl,lATION SUPPLIER: lJestern tlobile TRUCK 1{0. 189 TICKET !t0. t3ll 1'0X DESI6i{ 1{0. 44 TII'IE BATCHED: 7:39 Al'l TIlilE ARRIVEO: 7:55 All TII|E PLACE0: 8:I0 AJ'|-CU.YD.L0AD/ACCIJ[|: 717 FIELD TESTIIIG I TIFORI.IAT I OII SA}IPIE TEIIP: 67 "F AIR TEI,IP: 62 "F TIf,lE IEST TAKEI{: 0:20 Al{ SLul4P: 6 tN. AIR COI{TENT I 6,0?( UET Ul{lT IIEISHT: 139.9 JOB SPECIFICATI0TS: SLUIIP; llax.4 Il{. AIR CO]{TENT: 4-81 IIATER ADOED AT SITE 6 GAL. CYLIT{DER II{FORI.IATIOI{ l{0. 0F CYLIT{DERS: 6 CYLII{DER SIZE: 6"x 12" TII.{E CYLITIDERS CAST: 8:30 AH TJHERE CAST: 0n-Slte CURTIIG I I{FORI,IAT IOiI IIIITIAL CURE: 24hours OATE RECEIVED AT LAB: 0n-Sl te 7-6-94 FIELO ST0RAGE FACILITIES: I nsul ated8Y: Jim H. Davi s ill l{/l,lAx Box AGE IIAYS DATE TESTEO TOTAL LOAU (LBS ) DIAMETER ( rircHEs) AREA (sq IN) COMP . STR. (Psr) TYPE OF FRACTWE CYt INDER VE IGHT (LBs) CYL IilDTR UNIT }'E IGHT t PcF) 7A 7A 284 28A Z8A H 284 H 7-lz-s4 7-t2-94 8-2-94 8-2-94 8-2-94 8-2-94 83,000 81 ,500 6.00 6.00 ?8.27 CA.'T ?940 2880 DESIGI{ STREI{GTH 4OOO PsI E 28 DAYS ]ESTS 8Y LABORATORY PERSOIIIIEL ARE I}I ACCORDAI'|CE VITH APPLICABLE AST}.I I,IET}{)DS UNLESS OTHERUISE I{OTED SOI'IE II{FORMATIOII OF TEST REPORT I'IAY 8E PROVIOEO BY OTHERS REIIARKS: Set "A" does not contain fiber mesh. COPIES: R.A. llelson & Associates, Inc. Toun of Yai I ; lf,estern ibbl I e; J V A, Inc.; Gwathney Pratt Schultz;Jlnr H. Davis Bobby J. Hays FITLO OBSERVER APPROVEO BY Ii CHEN.NORTHERN, INC. COIISULTII,IG EI.|GII.IEERS AIID SCIEilT I STS REPORT OF CONCRETE TEST CYLINDEF DATA Ar. |lutull prot.ctlon to cll.nti, tha publ.lc.rd our-r.1v.3, .ll l.aForts !F. 3qbmltt.d rB tha cgrfldtlntl.l pr'op€rty of ctllntE, and authorlzrtlon tor publicltlon ol itatcncntr. Concluslor3 or oxtract3 fron or rag..dlng our i€port3 l3 rot.rvldp.ndln! our irltt.n lpproval. Sanpl.r *ftl b. dlspo3.d of altar t.stJng 13 conrFlet€d snl€s5 oth.F .arrutg€rhentt agr..d to ln |frl tlng. A n.nbri 6t thc !l!! group of conp.rl.B Forn No. cl,l€1134 6/91 T0r llECl'l Enterprises JOB ll0. 4 178 93-3 DATE: 7-5-94Attn: Eustaqulo gortl na P.0. Box 3149 SHEET 2 0F 2ValI, C0 81658-3149 PROJECT: Liftside Building, east of tlesthaven Drive and llestin tlot€l , South Frcntage Road llest, Vail, CoIo. PLACEIIEflT TOCATIO}I:t}eck Topplng ln Underground Structure. BATCH TICKET I[{FORI,|ATI0N SUPPLIER: llestern lilobi I e TRUCK ilo. 161 TICKET r{0. l31l f{IX 0ESI6I{ fio. 44 TIHE,BATCHED: 9:02 Alt T llilE ARRIVED: 9:20 Al,l TIIIE PIACEo: 9:35 Ali-CU. Y0. toAolAcctltl: TlZL FIETD TESTIIIG Il{FOfi}lATIotl SAHPLE TE}IP: 59 oF AIR TEI{P: 68 "F TIl,lE TEST TAKEII: 9:45 A SLulilP: 3l/4 lN. AIR C0NTE]{T: 5.8$ tlET UIIIT tlEIGllT: t40.r JOB SPECIFICATI0 S: SLUMP: llax.4 Il{. AIR C0l{TEl{T: 4-8% ITATER AODED AT SITE 0 GAL. cYLt[DfR Il{FoRtfATI0li flO. 0F CYLIilDERS: 6 CYLII'IOER SIZE: 6"x 1?" IIl,lE CYLII{DEIS CAST: 9:55 A ]IH€RE CAST: 0n-Site CURII{0 IilF0Rl'lATlox I|{ITIAL CtfrE: Z4hours 0n-Si te DATE RECEMo AT LAB: 7-6-94 FIEL0 SToRAGE FACILITIES: lnsulated 8ox BY: Jlm H, Davis l.{I l{/llAx AGE OAYS DATE T€STEO TOTAL LOAD (LBS) D I AI,IETER t Ir{cHEs } AREA (sQ il{) cotitP . srR. (PSI ) TYPE OF FRACTURE CYLIilDER I,'EI6HT (LBs) CYL]ITDER UIIIT YEIGHT (PCF) 7B 7B e8B 288 Z8B H 288 H 7-12-94 7-12-94 8-2-94 8-2-94 8-?-54 8-2-94 88,000 9l,000 6.00 6.00 ?8.27 ?8 .27 31I0 3220 OESlGI{ STRENGTH 4000 Psl I 28 DAYS TESTS BY LABORATORY PERSOIINEL ARE 11{ ACCORDANCE UITH APPLICABLE ASTI.I ilETHODS U}ILESS OT}IERUISE ]{OTED SOI'IS IilFORI,IATIOil OF TEST REPORT I'IAY BE PROVIOED BY OTHERS REIIIARKS :Set "E" contains Fiber lilesh. COPIES: R.A. llelson & Associates, Inc Town of Vail; l{estern tlobilej J V A, Inc.; Gwathmey Pratt Schultz Jim H. Davls Bobby J. Hays FIELO OESERVER APPROVED BY J CHEN.NORTHERN, INC. COI{SULII I'IG EIIGII{EERS AI{D SCI E]IT ISTS REPORT OF CONCRETE TEST CYLINDER DATA As. mutu.l prot€ction to cllcnt3. th. publlc lnd ourialvaa, all raForta ara subnlttad 13 thc contldlentlll Property of client3r ind outhorl:atlon tor publlcatlon of it.t.ment6. Conclurlons oF €ttr.ctr frsr ot' r'.g!idlng orr rrrports l* ra3arv.d pendlng our r.rltt.n approvnl, S.nFl.3 vrlll bc dl3posod ot aft.r tcatlng l3 eompl.t.d unle33 other dt"l..ngqncnt3 rgi..d toln hrltlng. A nt mbcr ;f th. EI! group ot co|npanl.i Forln Ho. ct4E113a 6/91 T0: I'IECH €nterprises J08 tlo. 4 178 93-3 oATE: 7-8-9/+Attn: Eustaquio Cortl na P.0. Box 3149 SHEET I 0F 3Vail, C0 81658-3119 PR0J€CT: Liftside Building, east of lleslhaven Drive and llestin Hotel , South Frontage Road llest, Vail. Colo. PLACEI,I€I{T LOCATIO}I :Large oeck on llorth Side of Job. BATCH TICKET IilFMilATTOl{ TRUCK lto. 158 IIll€ BATCHED: 6:4? Al'l TICKTT ilo. 1323 TII'IE ARRIVED: 7:01 Al{ SUPPLIER: Uestern llobi le Itllx DES 16l{ l{0. 44 TIIfE PLACE0: 7:05 All-0|J. YD. LOAD/ACCW: 7135 FIELD TEsTlllg IHFORl,lAII0ll SAIIPLE TElf: 67 T AIR TEIIP: 65 "F TIIIE TEST TAKEI{: 7:10 Al{ SLUilP: 51/2 IN. AIR C0l{TEt'lT: 6.1% UFT UNIT }IEI6HT: --- JOB SPECIFICATIOI{S: SLUI{P: }lax.4 It{. AIR C0 TE T: 4-8N }|ATER ADDED AT SITE 6 6AL. CYL IIIDER I IIFORI.IAT I OI{ ll0. 0F CYLII{DERS: 6 CYLII{DER SIZE: 6"x l?n TIIIE CYLII{DERS CAST: 7:20 Al'l UHERE CAST: 0n-Site cuRI[6 I[FoRilATt01{ II{ITIAL CURE: On-Site FIELD STORAGE FACILITIES: Insulated Box 0ATg RECEMD AI LAB: 7-11-94 BY: Jim H. Davis tll tUllAX AGE DAYS DATE TESTED TOTAL LOAO (LBs ) DIAMETER ( rl{cHES ) AREA ISQ II{) coilP, sTR. (PSr ) TYPE OF FRACTURE CYtII{DER !,E l CHT (LBS ) CYLIIIDER UIII T YEIGHT (PCF) 7A 7A 284 2SA 284 H 28A H 7-15-94 7- l5-94 8-5-94 8-5-94 8-5-94 8-5-94 79,500 83,000 5.98 5.97 28.09 27.99 ?830 2970 DESIGII STRETIGTH 4000 PsI 0 28 0AYS TESTS BY LABORATOflY PERSOI{IIEL AR,E I ACCOROAIICE UITII APPL]CABLS ASTI'I iIETI{)OS UNLESS OTHERI,'ISE ]{OTED SOI.IE II{FORI.IAT]OI{ OF TE5T REPORT MY 8E PROVIDED BY OTHERS RE}IARKS: COPIES: R.A. lielson & Associates, Inc Town of Vall; llestern tlobi le; J V A, Inc,; Gwatlmey Pratt Schultz Jim H. Oavis Bobby J. Hays FIETD OBS€RVER APPROVED BY /o CHEN.NORTI{ERN, INC. coflsulTll'lc EI{6I1{EERS Ar{D SCTEilTISTS REPORT OF CONCRETE TEST CYLINDER DATA A$. rnst{al Drotectlon to cllant3. th. lubllc and ours€lve3, !ll r€poFti ara 3ubtnlttcd ai th. confldl.ntlr'l proptrty o{ cllentir lnd a{thotlEatlon for publlcalloh of 3trtehantt. Corcluslon3 or extractt fron oF rcg.rdlng oqr raPort3 li r-stsrvtd p.ndlng our xrittan approy.l. s.ripl.s |{lll bc dispoaad ot.ft.r tsrtlr€ ls cornplated dnl.r! oth6r .rr.ngattants .grcec, to ln xrltlng.a rdnb.r ;t th€ EI! group of cortrnl.. Forfl No. c[E113A 6/91 T0: l,fECll Enterpri ses J08 l{0. 4 178 93-3 DATE: I -8-94Attn: Eustaquio Cortina P.0. Box 3149 SHEET 2 0F 3 Vai l, C0 81658-3149 PR0JECI: Liftside Building, east of Uesthaven lrrive and lJestin llotel , South Frontage Road yest, Vail, Colo. PLACE}IEI.IT LOCATIOI{:Large Deck on North Side of Job. BATCH TICKET I }IFORI{AT I OII TRUCK 1{0. 189 TIIIE BATCHE0: 7:09 f$l TICKET t{0. 1323 TIIIE ARRIVED: 7:31 AM SUPPLIER: lJestern ihbi I e t,|Ix DEs lGtt t{0. 44 TltlE PLACED: 7:41 AI{-CU. YD. LOAD/AEC[$,|: 7163 FIELD TE5TII'IG I I{FORIiAT I Oi{ SAMPLE TEI'IP: 68 .F AIR TE}IP: 68.F TIHE TEST TAKEI{; 7:50 A}l SLUIIP: 5 3/4 I . AIR C0NTEIIT: 6.2X UET Ul{lT llEI6HT: ,l0B SPECIFICAT l0lls: SLUIIP: Max.4 It{. AIR CoNTEI{T: 4-81 UATER ADDED AT SITE 5 GAL. CYLII{DER I NF(IRI.IAT IOI{ l{0. 0F CYLII{DERS: 6 CYLIiIDER SIZE: 5"x le" TI E CYIIiIOERS CAST: 7:55 Alt I|HERE CASI: 0n-Site CIJRIIi6 I]IFORIIATIOI{I ITIAL CURE: on-Site FIELo SToRAGc FACITITIES: Insulated Box DATE RECEMD AT LABr 7-ll-94 BY: Jlm H. Davi s l'llil/t'lAx AGE DAYS OATE TTSTED IOIAL LOAO (L8s) OIAMETER ( TNCHES) AREA (sQ rN) co P.sTR. (Ps r ) IYPE OF FRACTURT CYLIIIOER UEIGHT (LBs ) CYLII{DER UIII T UfIGHT (PCF) 7B 'D 288 268 288 H 288 H 7- l5-94 7-15-94 8-5-94 8-5-94 8-5-94 8-5-94 90,000 87,500 5.98 5.97 28.09 27 .99 3200 3t30 DESICiI STREI{GTH 4OOO PSI G 28 DAYS TESTS BY LAB0RAToRY PERS0NIIEL ARE 11{ ACCORDAi{CE I,,ITH APPLICABLE AST}I IIETH0DS Ul{LEss oTHERUISE tl0TED SOI,IE I1{FORI,IATIOI,I OF TEST REPORT I,IAY BE PROVIOTD 8Y OTHIRS REIIARKS: COPIES: R.A. l{elson & Associates, Inc.; Town of Vail; tlestern llobile; J V A, Inc.; Gwathfley Pratt Schultz;Jim H. Davis Bobby J. Hays FIELD OBSERVER APPROVED BY I CHEN.NORTHERN, INC. CO 5ULTII{G EI{GI}IEERS AI{D SCIE'ITISTS REPORT OF CONCRETE TEST CYLINDER DATA Ai c rrutrel Frot.ctlor to cll€nt3r th. Fubllc and our3.lv.i, rlI r.ports rr'G subtnltt.d ar th. confldlantlal PropGrty ot cll€nt5r and authorlzation for Fubllcrtlon of itrtfirant3. Conclu5lon3 o|. oxtrrcti thom or lagardlng our r.porti ls res.rved pandlng our wrltt.h rpprov.l. Sanpl.s ||lll be dispoa.d ol .ftcr trrtlng t3 compl.t.d tnl.Et otliar .rrlngsrsntt tgr..d to In |lrltlng. A ndrbrr 6t th. ts!! gro p ot conplni.3 Forfl o' Ci,lEll3A 6/91 T0: llECll Enterpri sesAttn: Eustaquio Corti na P.0. Box 3149VriI, C0 81658-3149 PROJECT: Liftslde Buildlng, east JOB 1{0.4 178 93-3 DATE: 7-S-94 SHEET 3 Of 3 Frontage Road tJest, Vail, Colo.of llesthaven Drive and Uestln Hotel , South PLACE}IEIIT IOCAT]OII :Large Deck on llorth Side of Job. BATCH TICKET II{F0RI,|ATI0N SUPPIIER: }Jestern llobile TRUCK t{0. 150 TICKET 0. l3Z4 },tIX DESIGI{ I'10. 44 TIIE EATCIEO: 8:34 Altt TIltlE ARRIVED: 8:55 hll TltlE PLACEDT 9:05 AI{-CU.YD.L0AD/ACCUil: 7lll2lt63 FIELD TESTITIG IIIFORI4AIIOI{ TIH TEST TAKEI{: 9:10 All JOB SPEC]FICATIOI{S: SLWP: 4 3/4 SLWP: l,lax.4 IN. I t{. SAI'IPLE TEI4P: AIR C0ltTEilT: 5.6?( AIR CO|{TENT: 4-8I 68 "F AIR TEt'tP: 69 "F IJET UIIIT UE I6HT: UATER ADUED AT SITE 5 6At. CYLII{DER I}IF(IRiIATIOII Ito. 0F CYLIIIDERS: 6 CYLIT{DER SIZE: 6"x 12" T Il'lE CYLINBERS CAST: 9:20 Al4 IIHERE CAST: 0n-5lte C(RIilG IIIFOR}IATIOT{ II{ITIAL CWE: 0n-Slte FIILD ST0RAGE FACILITIES: DATE RECEMD AT LAS: 7-11-94 BY: Jftn H. Oavis l'lIl{/}lAX AGE DAYS DATE TESTgO IOTAL LOAD (LBs) OIAI{ETER ( tr{cH[s) AREA (s0 Il,l) coilP. sTR. (PSI ) TYPE OF FRACIURE CYLII{DER IIE IGHT (L8S) CYLI}IOER UI{IT UEIGHT (PcF) 7C 28C e8c 28C H 28C H 7-15-94 7-15-94 8-5-94 8-5-94 8-5-94 8-5-94 89 ,000 90,000 6.00 5.99 28.27 28.18 3150 3190 oEsI6t{ STR[|{6TH 4000 Pst 0 28 DAY S TESTS 8Y LABORATORY PEISOI{I,ITL ART IN ACCORDAI{CE I.'ITH APPLICAELE ASTtl I.IETHODS UIil-ESS OTI€RIIISE I{OIEO SOI{E ]IIFORI,IATIO}I (lF TEST REPORT }IAY BE PROVIDED BY OTH€RS REIiIARKS: C0PIES: R.A. lielson & Associates, Inc Tovm of Vall; |lestern llobile; J V A, Inc.; Gwathrey Pratt Schultz Jinr H. Davis Eobby J. Hays FIELD OBSERVER APPROVED BY CHEN-NORTHERN, INC. COIISULIII'IG EI{6INEERS AIID SC I EI{TI STS REPORT OF CONCRETE TE$T CYL|NDER DATA T0: l'lECl'l Attn: P.0. Vai I, PROJECT: 'lJlfl Enterpri ses Eustaquio Corti na Box 3149 c0 81658-3149 Liftstde 8ui lding, east of '41fl'tu l0l 1661 0 z, 'lf|f Uesthaven Drive .I\OI JOB fio.178 93-3 DATE: 7-6-94 SHEEI 1 OF 1 Frontage Road lrest, Vail, Colo.",*d1'"Hotel South PLACEI.IEI{T LOCAT I OII Deck roppjjqili gegfr srqgr-€t*i$tgl BATCH TICKET Il{F0RllATI0il SUPPLIER: tJestern llobile TRUCK r{0. 189 TICKET r{0. 13139 iltX DESIGT{ ilo. 44 TII'IE BATCHEI): 7:09 Al.l TIIIE ARf,IVED: 7:35 Alrl TIl.lE PLACED: t:45 Atrl-CU. Y0. L0AD/ACCUI{: 7/7 FIELD TESTII{G IIIFOR]'IAIIOII SAI.IPLE TETIP: 68 'F AIR TEI.IP : 53 'F TIIIE TESI TAKEI{: 7:55 Alil SLUl'lP: 6 1/2 ltl. AIR C0tlTEtlT: 6.7i6 llET UIIIT }IEIGHI: --- JoB SPECIFICATIoNS: SLUMP: Hax.4 I . AIR C0tiTEllT: 4-8fr l,rATER ADDED AT SITE 5 GAL. cYLIlrotR lt{F0Rr.rAT l0rl l{0. 0F CYLIT{DERS: 6 CYLIT{DER SIZE: 6"x 12" TIiIE CYLITIDERS CAST: 8:05 Al1 UHERE CAST: 0n-Site CURIT16 I ilFORI.IAT I Ofl J ll ITIAL CURE: On-Site DATE RECEMD AT LAB: --- FIELD STORAGE FACILITIES: I nsul ated BY: Jin H. Davis l{It{/llAX Box AGE DAYS DATE TESTED TOIAL LOAD (LBs) 0tAlttTtR ( I l'rcHEs) AREA (sQ ril) cot-tP. sTR . (PSr) TYPE OF FRACTURE CYLII{DER UE IGHT (LBs) CYL IiIDER UIIIT UEIGHT ( PcF) 7 ?a 28 u8H 28 t{ 7- t3-94 7-t3-94 8-3-94 8-3-94 8-3-94 8-3-94 73 ,500 75,500 5.98 5.98 28.09 28.09 2620 2690 s hear shear DESIGI{ STREIiIGIH 4OOO PSI O 28 DAYS TESTS BY LABORATORY PERSONT{EL ARE III ACCORDANCE VITH APPLICABLE ASTI.{ IiIETHODS UI{LESS OTHTRUISE I{OTED SOI.IE IIIFORI.IATIOII OF TEST REPORT I.IAY 8E PROVIDED 8Y OTHERS RE}tARKS: COPIES: R,A. llelson & Associates, Inc Town of Vail; ilestern Mobile; J V A, Inc.; Gwatlmey Pratt Schultz Jim fl. Davis Bobby J. Hays FIILD OBSERVER APPROVED 8Y As a |nutrll lrot.ctlon to cll.nti, th. publlc .nd our3.lvai, all raports ara 3qtrnlttad aa tha confldlcnt'tal Fropat'ty of cllahts, and author'llrtlon for Fubllcatlon ot stat.i|r.nts, Conclu5ionr or €xtracts from or rcgardlng o{r reports i5 re'€rv€dpandlng our wrltteh rpp.oval. S.mplcr wllt b. dlsposcd of rtt.r t.6tln9 l5 compl.t€d unl.ss othor arrtngol|'ents rgrced tain i r{tin9. A ncflb€i 6f th. !f,! group of comF.nl€3 For'l t{o. cl'lEll3A 0/91 ,q l,AlJ6 ,t 1gg4 CHEN,NORTHEfrN, INC. co[suLT|[0 ExG rEEss m SclEilTlsrs REPORT OF CONSTRUCTION ACTIVITIES 10V' C0rliivr. 0e'V' DEPJ' TO;l'lECl,l Enterpri sesAttn: Eustaquio Corti na P.0. 8ox 3149Yail. C0 81658-3149 J08 [0. 4 178 93-3 MTE: 7-8-94 OAITY NEPORT ilo. 87 SHEET I OF I PR0JECT; Li ftside Building east Vesthaven Onive and tlestin llotel , South Frontage Road lJest, Vail, Colorado. TIEATHER COIIOITIOIIS AflO TEI.IPERATURE :Sunny - 75 degrees F. COf{TRACIOR'S COIISTRUCTIOI{ ACTI YI TIES PER!(XITEL: I{AJOR EOUIPIEBT: Concrete Punp Truck ACTMTIES: Placing concrete for large slab on north side qf jobslte, CHEII.I{ORTHER]I'S SITT ACTIVITiEs fluntingdon (Chen- orthern) arrived on-site as requested to Frfsmt slunp, air and tqrporature te$ts on concrete to be placed. lle cast three sets of six cyl inders for compressi ve strength testlng. A total of 168 cubtc yards of concrete uas placed. Concrete ccrpressive strength test results will be ntiled under sgparate cover. VERBAL COISII,|I{ I CAT IOI{ UITH COI{TRACTOR, EI{GINEER, ARCHITECT, OUNER Jeff Hith R.A. l{elson & Assoclates ras I r:forwred of test r€sults. COPIES: R.A. llelson & A$oclates, Inc. J V A, Inc.; Srattney Pratt Schultz Jlm H. Davi s FTETD OBSERVER Fred R. Caneron APPROVED BY Ai. mut{^t lrota€tlon tr cllrril, Gh. pqbtl€.nd o.r.rclv.r, rll r.portr lro sulnltt.d.r th. confidanti.l prop.rty ot ouF cl(.ntt. .nd iiti"-"ii.i i oi- iii -eirti t.-.t lil' o?-itetlnrfit, conittrtons oi iitrrctr ir.6 or r.gtrtllnt our F.gorlt f. r.lar+td P.nalng o{r x}ltt.n rpprov.r ' ' S.ntl.3 r.lll b. dispotad ot.lt.r tcttlng l! corrpl.t.d {[1.43 oth.r rFr.rrgGl|.nt3.rc.ttaad to ln vrrltltl. A iioscr' of th. !I! gro{p ot conFrnl€t "i i;i.,,: I tdlo'/\l0'ft'il101' /\0Io ?0$! 6 $flv ORTHERN, REPORT OF C DER DATA T0: llECtt €nterpri ses JOB N0. 4 178 93-3 DAT[: 7-5-94 Attn: Eu3trquio Corti na P.0. Box 3149 SHETT I 0F 2VaiI, C0 81658-3149 PR(UECT: Liftside Bullding, east of Ue$thaven Orlve and Uestin Hotel , South Frontage Road llest, Vail, Colo. PLACEI'IEIIT LOCAT IOI{ :oeck Topping in Lkrderground Structure. BATCH TICKET Il{FORtlATI0tl SUPPLIER: Uestern l'lobile IRT CK t{9. 189 TICKET ll0. 13ll ltllx oEsl€tl [0. 44 TtllE 9ATCH€0: 7:39 AH TIH8 ARRIVEO: 7:55 All TII'IE PLACED: B:I0 A||-CU.YD.L0AD/ACCII,|: 7ll FIEI-D TtSTtllG I l{FORltAT I0t{ SAi|PLE TE}IP: 67 "F AIR TEilP: 62 T TltlE TEST TAKEil: 8:20 Al.t SLUIIP: 6 lll, AIR C0tlTEllT: 6.0X tlET Ullll !JEI0HT: 139.9 JOB SPECIFICATI0NS: SLU],IP: l,lax.4 It{. AIR COt{TEt{l: 4-8X ITATER AD0ED AT SITE 6 GAL. cYr I|{0ER IriF0Rr,nTI0}l tlO. 0F CYLINDERS: 6 CYLIT{DER SIZE: 6"x 12" TIltlE CYLI|IDERS CAST: 8:30 A}l UHERE CAST: On-Site cwl[6 It{F0Rt{AT]0t{ IflITIAL CURE: 24hours DATE RECEIVED AT LAB: 0n-Site 7-6-94 FIELO STOftAGEBY: Jim H. FACILITIES: lnsul ated Davis HII{/||AX 6()x AGE DAYS DATE TE5TEO TOTAL L(IAO (LBs ) DIAI'I€TER ( ilrcHEs) AREA (sQ Irl) CO}IP, STR. (PSI ) TYPT OF FRACTURE CYLII{DER I.'E IGHT fl RCl CYL IIIOER UIIIT I,'E IGHT ( PCF) 7A 7t 294 ?94 29A z9A 7-lz-94 7 -12-94 8-3-94 8*3-94 8-3-94 8-3-94 83,000 8t,500 10t,000 r 00,000 t05,000 101.500 6.00 6.00 5.99 5.98 6.00 5. 99 2S .27 28.27 28.18 ?8.09 28.27 28. l8 2940 2880 3 620 3560 3750 3600 conlshear sltea r snea r snear 0Est6fi STRE GTH 4000 PSI B 28 DAYS TESTS BY LABORATORY PER5OT EL ARE I1{ ACCORDAIICE UTTH APPLICABLE ASTI4 I'IETHODS UNTEss OTHERIJI5E I{tlTED SOI.IE I IIFORI{AT I OI{ OF TEST REPORT I.IAY BE PROVIOED BY OTHERS REI,IARKS: Set "An does not contain fiber nesh. COPIES: R.A. l{el son & Assoclates, Inc fonn of Vall; lJestern l{,obile; J V A, Inc.; Gvattmey Pratt Schultz Jim H. 0avis Bobby J. tlays FIELO OBSERI,ER APPROVED BY As a nutu.l pr.ot.ctlon ts cllcntr, th. Publ'lccltaatr, .nd !|rihorlEatlon tot. publlcltlor of Fan.llnt .rF m'ltt.n approvrl. S.tsplcs t,rlll b.ln rrltlrg,A qrb.r of thc !!! Eroup of cdtttnl.3 .nal ourtalvc5, rll raportJ arr tubdlttad ar lhe confldlettl.l tl'op'rty of rtatqnentE. Conctuiiona or .ttract3 fro|! or r.g.idlng our rapo'tt 13 t''3'rv!d-diip.".i-ir rft.r t.3t{ng l3 c.|||pl.t.d unlrir ;th.r irr.ngcerintr rgr"d to For|i No. Cl'lEll3A 6/9r ir CHEN-NORTHERN, INC. coNsutTIN6 Er'l6Il{EERS Ar{0 SC I EtiTi STS REPORT OF CONCRETE TEST CYLINDER DATA A3. rutl|ll Drgtactlon to cllcntr, th. publ{c .nd our*.lve3, all r.porta ar. subnlttrd rs thc conf{dl.ntlr'l P|.op€ity of clt.nt., .rd.uthori-.tlon for publlc.tlon of rtlt.rne.ts, Co6cluilors or.xtr-.€tr fFoin or r.g.rdlng 9!l .!1":!.-1:-I:.::ttd p.ndl'|g-o{r wr.t tt.n rpprovrl. san?l.r rlll bc dlspo3.d of !ttcr t.!tlng lr co tlet€d unletB othar arrtngdnan!3 .gF..s to Ir rrltlng,A ;;a.; ;i th. lfg g?oup of cot!F!rnl.3 For{r tlo. cuE113A 6/91 T0: iltCil Enterprises JOB f{0. 4 178 93-3 0ATE: 7-5-94 Attn: Eustaqulo Corti na P,0. Box 3149 SHEET 2 0F 2 Vail, C0 81656-3149 PR0JECT: Lift$tde Building, east of lJesthaven Drive and Ue6tln Hotel , South Frontage Road ti,egt, Vail, Colo. PLACEIIEIIT LOCATIO]I :Deck Topping in Underground Stnucture. BATCH T ICI(EI I IIFOTIiAT IOII TRt C( lto. 16l Tlllt BATCHED: 9:02 Al4 TtcKET flo. 1311 TIllt ARRIvED: 9:20 At't TI}IT SUPPLIER; l,lestern l'lobi I e utx DEs IGr{ ll0. 44 PLACEO: 9 :35 Al,l-CU. YD.l0AO/ACCUll:7 121 FIELO TTSTITIG IIFMHATIOI{ SAIIPLE TEI,IP: 69 "F AIR TEI,IP: 58 "F TIl'lE TEST TAKEII: 9:45 Air SLUHP: 3 l/4 L AIR C0NTtl{T: 5.8S l{ET UIIIT }JEI6HT: 140.1 J00 SPEC IFICAT l0t{S: SLUttP: l.tax.4 lfl. AIR C0l{TEtlT: 4-81 IIATER AB0ED AI SITE 0 GAL. CYLI'IDER I]{FORI.IATIOI{ N0. 0F CYLIII0ERS: 6 CYLIIIDER SIZE: 5"x 12' Tll.lE CYLII{DERS CAST: 9:55 All iIHERE CAST: 0n-Site Cffi I]{G II{FORI.IAIIOII IIIITIAL Cl.rRE: ?4hours DATE REC€IVEI AT LA8: 0n-5i te 7-6 -94 FIELD STORAGE FACILITIES: I nsul ated BY: Jim H. Oavis l'l I l{ /t'lAX Box A6E DAYS DATE TESTED TOTAL IOAD (LBS} D I A}lETER ( lr{cHEs ) AREA tsQ il{) COMP. STR . (Pst ) TYPE OF FRACTURT CYLII{DER VE I GHT (LBs ) CYL II,ltlER ultlr t Et6Hl {PCF) 7B 7B 298 298 z9B 298 7- l?-94 7-1?-94 8-3-94 8-3-94 8-3-94 8-3-94 88,000 91 ,000 119,000 l2? ,500 116,000 107.000 6.00 6.00 5.90 5.98 5.97 5.99 28.21 28.?7 28. 09 28.09 27 .99 28. 18 3110 3220 4240 {3 60 4130 3810 col umnar col unnar shear col unnar DESI6T{ STREI{GTH 4000 Pst 0 28 oAYs TESIS BY LAB0RATORI PERS0llttEL ARE lt{ ACCORDATTCE l,,iTH APPTICABLE AST}I t{tIH0DS U LESS 0THEf,lllSE N0T€D SOITIE IIIFORITATIOII OF TEST REPORT I'IAY 8E PROVIOED BY OTHIRS RE}IARKS:Set "8" contains Fiber l{esh. C0PIES: R.A. llelson & Associate$, lnc Tom of Vail; Uestern liobiie; J V A, Inc.; qwathney Pratt Schultz Jim H. oavis Bobby J. Hays FIELO OBSERVER APPROVEO SY /'t CHEN.NORTHERN, INC. COTSULT]IIG E}I6I I.IIERS AIID SCIEI{IISTS HEPORT OF CONCRETE TEST CYLINOER DATA Ai r i|rtuet prot.€tton to cttrotrr th. !ub'llc rnd ourralv.r, rll r.port. rr'a tgbhltt.d rt th. corfldlantlrl ]t'op.rty of clt.nt3. and irthortrrtlon for publlc!tlsr of lt.tcrl€ntr. Conclurlona or .xtrrctt froi or |.cgardlnt our t.poFt t, I t -r'3'rv'dra;diil '".;-[riitir 'ipirovr t . i!np1GB Hill b. dlspos.d ot aft.r t.itlng l3 conFl.t.d onl.3E oth.r rrrtng.rsrntt .gr.'d ro In rFltlng.a';il;';i th. E!! group of co!w!nl.3 Forii tlo' c1'f113{ 6/91 T0: ilECll Enterpri ses J08 tl0. 4 178 93-3 DATE: 7-t8-94 Attn: Eustaquto Corti na P.0, Box 3149 SHE€T I 0F 2 VaiI, C0 81658-3lilg PROJECT: Liftside Building, east of Vesthaven Drive and lJestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEHEIIT LOCATIOI{:Radius llalls on Twin Tees, BATCH TICKET IllFORMATIOll SUPPLIER: llestern llobile TRUCK !t0. 100 TICKET l{0. 013831 lllx DEsIGx ll0. 4il Tl],ff, MTCHEo: 9:3E All TllrtE dRRMD: 10:00 AM TIiIE PLAC€tl: --- CU.Y0.L0A0/ACCU!|: I l7l9+ FIELD TSSTt116 INFORI.IATIO[ TlllE TEST TAKEH: l0:35 Al'l JO8 S?ECIF ICAT IOI{S: SLUMP: 3 1.t2 Il{ . SLUIIP : l'lax.4 I tl . SAT{PLE TTI.{P: AIR CotlTEt{T: 4.7X AIR C0t{TEl{T: 4-81 76 .F AIR TEI,IP: 75 .F UET U IT VEI6HT: UAIER AODED AT SITE 7 6AL. CYL IIIOEi I ilFOftI,IAT I OI{ flo. 0F eYLlfl0ERS: 6 CYLII{oER SIZE: 6"x l?" TIIIE CYLIi{DERS CAST: 10:45 All IIHERE CAST: 0n-Site cuRIl{6 lr{foRHATI0X IIIITIAL CtRE: ?4 hours 0n-Site DATE RECEMO AT LAB: --- FiELO STORAGE FACI L I TIES: BY: Caro'lyn Adams tlIl{/}lAX A6E DAYS OATE TESTTD TOTAL IOAO (L8s ) OIAfiITTR ( lilcHrs) AREA (sQ ilr) c0titP. s TR . (PSt) TYPE OF FRACTURE CYL I IIOER U[ IOHT (LBs) CY! TNDER UI|IT IJEIGHT ( PCF) 7A 7A 28A 28A E8A H 28A H 7 -25-94 7-25-94 8-15-94 8-15-94 8-15-94 8-15-94 78,000 102,500 5.99 5.95 28. l8 2l .81 2770 3690 con/shear shear DES IGT{ STRET{GTH 4000 Pst @ ?8 oAYs TE3T5 BY LABMATORT PERSOI{I{EL ARE III ACCORDA CE VITH APPLICABLE A5TI{ IIETHODS UI{IESS OTHERIJISE I{OTEO SOI'IE II{FORUATIOII OF TEST REPORT I,IAY BE PROVIDEO gY OTHIRS REI,IARKS: COPIIS: R.A. lblson & Associates, Inc' lorrn of Vail; llestern [obile; J V A, lnc.; Grvattnrey pratt Schultzi Carolyn Adans Eobby J. Hays FIELO OBSERVER APPROVED BY CHEN.NORTHERN, INC. COI'ISULTI I{G EI{GIIIEERS AND SCIEI{IISTS REPORT OF CONCRETE TEST CYLINDER DATA A.. huturl protrction to cll.ntrr th. publlc .nd outi.lv€E, .ll r.ports rr. tubFitt.d rt th. confldlcntl.l Proprrty ol ctt.nt3, .nd .{thorlr.tton tor lrbltcrtton ol .,i.!r.{ient3. Conclu.lon3 or .rtr.ct! trm or rcgardtng 91r r:qollr 1:-I!.:1.dp.ndlng our rrlttai apFrov.l, s.mptrs wtlt b. di.porcd of att.r t.3tln9 {i cmpl.tsd onlcsi other .rf.ngcoentt .Er\..o to In wrltlnt,i'#"ii;-6i th. E!! Eroup of corhp.nr€s Forr o. cttflr3A 5/91 T0: tlEcil Enterpri$es J08 ll0. 4 178 93-3 DATE: 7-18-94 Attn: Eustaquio Cortl na P.0. Box 3l't9 SHEET 2 0F 2Vail, C0 81658-3149 PROJECT: Liftslde Euilding, east of Vesthaven Orive and llestin Hotel , South Frontage Road lJest, Vail, Colo. PLACEHEfiT L0CATIoI{: Slab, Southeast Corner, Upper Tv{in Tee Parking. BATCH TICKET Il{FORltlAT I0}l SUPPLIER: Uestern l{obi I e IRUCK ll0. 150 TICKET r{0. 013851 tllx DESIGI ]10. 41 TII|E BATCiIED: 3:33 Pl{ Tll{E ARRIVEO: 3:50 Ptl TIHE PLACED: 3:54 Pl'l-CU. Y0. L0AD/ttCCul'l: 7lt4l4S+ FIEI0 TESTIIIG t tlF0Rl,lAI lof{ SAI'IPLE TEI4P: 78 "F AIR TE P: 6s "F TIl,lE TEST TAKEiI: 4:00 Ptl SLUI.{P: 41/2 Il'1. AIR C0l{TEtlT: 5.8I UET UNIT i'IEIGHT: JOB SPECI FICAT I0t{S; SLI-hlP: ilax.4 Il{. AIR COllTEflT: 4-8t UATIR ADDED AT SITE 0 GAL. CYL II{DER II{FORMATIOI{ tlo. 0F CYLIT{DERS: 6 CYL!N0Efi. SIZ€: 6"x 12" TIIIE CYLINoERS CAST: 4:10 Pll VHERE CAST: 0n-5ite clnlilG Ir{F0RfiATI0l{I ITIAL CURE; ?4 hours DATE RECEIVEO AT LAB: 0n-5i te FIELO STORAGE FACIL ITIES: BY: Carolyn Adams tll l{/MAx AGE OAYS OATE T€STEO TOTAL LOAD (LBS) O I AI.IETER ( r flcHEs ) AREA (sq Iil) coltP. sTR. (Psr ) TYP€ OF FRACTURE CYLIIIOER UE I6HT (LSS) cYt tt{0ER UII IT !'E IGHT ( PCF) 7B 7A u88 288 288 H 28S H 7 -25-94 7-?5-94 8- 15-9 4 8-15-94 8-15-94 8-15-94 79 ,500 74 ,000 5.98 5 .98 28.09 28.09 2830 2630 con/shear con/shear tlgsIGI{ STREI{GTH 4000 Psl e 28 oAYS TESTS BY LABORATffiY PERSOIII'ITT ART TII ACCORDA}{CE IJITH APPLICABLE ASTTI }IETHOI)S UIILE5S OTHERUIsE IIOTED s0l,lE ltlFoRllATtol{ 0F TEST REP0RT ilAY BE PRoVIDEO 8Y oTHERS REI.{ARKS: COPIES: R.A. llel son & Associates, In6 Tovn of Vail; tlestern Hobile; J Y A, Inc.; gwattnny Pratt Schultz Carolyn Adarns BobbY J. HaYs FIELD OESERVER APPROVED BY CHEN.NORTHERN, INC. COIISULTIII€ EIIGIilEERS A D sCIEt{TIST5 REPORT OF CONCRETE TEST CYLINDER DATA Aa ! nutuel protect{on to cl{eht3r thc publlc rnd oun.elvG3r all rcpoFts ara ssbttittcd ns th€ confldt€t}tl.l pfoperty ot cl{.nt3. and Authoi.lratioh ?or publlcatlon ot ltltcmcnt3. Concluilons or.r(trrct3 t.o|n or rcalrdlng our'rcporta lr rescrved Fcndirg our r|'ltt€n apFroval. Srmple! will be dlspos.d of aft€r t€itlng ls conpl.tcd unle3l othcr rrrangdiEnt3 tgrl.d to ln wrltlhg. A n mb.r 6t thc HIH group of comp.niti Form t{o. ctaEll3A 6/91 T0: llE0ll Enterpri sesAttn: tustaqulo Corti na P.0. Box 3149 Val l, C0 81658-3149 JOB N0. 4 178 93-3 DATE: 7-20-94 SHEET 1 OF I PROJECT: Liftside Euilding, east of yesthaven Orive and Uestln Hotel , South Frontage Road l,lest, Vail, Colo. PLACET'IE'IT LOCATIOI.I :South Slde of Liftside Condos. BATCH TICKET It{F0RMATl0t{ SUPPLIER: l{estern l,lobile TRUCK [0. 189 TICKET N0. 1361 t4ix DESIGH !t0. 44 TIHE BATCHED: 7:13 Al,l TlftE ARRIVEO: 7:45 f,?4 TIIIE PIACE0: 8:05 Al.l-CU. f0.l0AA/ACClJt4: 4/4/21 FIELO TESTIITG ]ilFORIIATTOII SA}IPLE TE!.IP: 69 "F AIR TE}IP: 57 "F TIHE TEST TAKEiI: 8:15 All SLUMP: 4ll4 IN. AIR C0[{TENT: 5.6* l,lET UNIT IJEIGHT: JOB SPECIFICATI0I{S: SlUllP: l'lax.4 Il{. AIR C0llTEl{T: 4-8% UATER ADDED AT SITE 3 GAL. CYL INDER I IIFOR}{ATIOI{ I0. 0F CILII{DERS: 6 CYLINDER SIZE: 6'rx 12" TIIiE CYLtl,l0FRS CASI: 8:30 All UHERE CAST: On-Site CUft 1116 IIIFORTIATIOiT llllTIAL CUREI 24 hours 0n-Site DATE RECEIVED AT LAB: 7-21-94 FTELD ST0RAGc FACILITIES: insulated Cure Box BY: Dusty Dowd llIl{/}lAX A6E OAYS DATE TTSTED TOTAL LOAD (LBs ) D I AI'IETE R ( l]{cHES ) AREA (Sq Iil) C()MP.STR. (Ps I ) IYPE OF FRACTURE CYLII{DER UT IGHT (LBs ) CYLINDER UI{IT }'EI6HT ( PcF) I I 28 28 z8 rl ?8H 7-28-94 7 -28 -94 8-17-94 8- 17-94 8-r7-94 8-17-94 76,000 63,000 6.02 5.98 28 .46 28.09 2670 2240 DESt6I{ STRTIIGTH 4OOO PSI O 28 DAYS TESTS BY LABORATORY PERSOIII{€L ARE IN ACCORDAIICE !'ITH APPLICABLE ASTI.I I,IETHODS UNLESS OTHERIIISE IIOTED S0llE Il{F0Rl.tATI0l{ 0F TEST REPoRT l,lAY SE PRoVIoED BY oTHERS REI,IARKS : COPIES: R.A. llelson & Associates, Inc TorYfi of Vai l ; tlestern l,lobi le; J V A, Inc.; €h€thney Pratt Schultz Dusty 0owd Bobby J. Hays FIELD OBSERVER APPROVED 8Y CHEN.NORTHERN, INC. COIISULTiIIG EIIGI]I€ERS AI{D SCIEIITI STS REPORT OF CONCRETE TEST CYLINDER DATA 1lr.1::. ' I '\,.-"-.; ,.....-.. ! 11,ta.vr r'l b,.vt "-' T0: l,tE0ll Enterprises JOB l{0. 4 178 93-3 DATE: 5-17-94 Attn: Eustaqui o Cortlna P.0. Box 3149 SHEET I 0F 3 VaiI, C0 81658-3149 FROJECT: Liftside Buildinq, east of Uesthaven Drlve and lJestin Hotel , South Frontage Road Uest, Vail, Coio. PLACEI.IEIIT LOCAT IOI{ :"A" Line llal I BAICH TICKET Il{F0Rl'lATI0t{ SUPPLIER: l{estern fbbile IRUCK t{0. 97 TTCKET t{0. 0r 2265 llIX DESIGN il0. 44 TIifE EATCHED: l?:?? Pll IIHE ARRIVEO: 12:49 PM TIilE PLACED:12:56 Pl,l-CU. YD.L0AD I AECUA:. 7/14177+ FIELD TESTIIIG I ilFORI.IAT I OI{ SAI.IPLE TEI.IP: 73.F AIR TEIIP: 55 OF TIHE TEST TAKEtt: 1:04 Pll SLUI'IP: 41/? IN. AIR C0l{TEl{T: 4.3X IJET U IT VEI6HT: 140.0 JOB SPECI F ICATIOI{S: SLUI.IP: IN, AIR COI{TEflT: 1 VATER AODED AT SITE 20 GAL. CYLII{DER I ilFORIlAT I OII 0. OF CYLII\|0ERS: 6 CYL II{DER SIZE; 6"x l?" Ilr,lt CYtItlD€RS CAST: l:14 Plt VHERT CAST: on-Site CURI]IG IIIFORI.IATIOX I l{ IT IAL CURE: 48 hours DATE RECEIVED AT !AB: 0n-5i te 5-19-94 FIELD ST0RAGE FACILITIES: lnside Trailer BY: Brian Scanlan l'lI]{/HAX AGE OAYS DATE IESTEO TOTAL LOAD (t8s) D I AI.IETER ( I r'rcHEs ) AREA (5Q fl{) coilP . sTR. {Psr) TYPE OF FRACTURE CYL IIiOER IJE I GHT (LBs) CYL]I{OER UI{IT UEIGHT (PcF ) 8A 8A 284 284 28 28A 5-25-94 5-25-94 6-14-94 6- 14-94 6-14-94 6-14-94 116 , 000 120,500 151,000 157, s00 157,500 r54.500 5-Y.l f. Y6 5.99 5.99 qqq 5.99 28.09 28.09 28. l8 28.r8 28. t8 28. l8 4130 4290 5360 5590 5590 5480 snear con/shear shear 6onical shear sh€ar OESIG STRE GTIj 4000 PsI 0 28 0AY5 TESTS BY LABORATORY PERSOI{IIEL ART Iil ACCORDAI{CE VITH APPLICABLE ASTI,I I{ETHOOS UIILESS OTHERVISE I{OTE[) SOTIE I IIFORI.IAT I Ol{ OF TEST REPORT IIAY BE PROVIDEO 8Y OTHERS RE}IARKS:3,utp-!p:1ato" i@!Sq!gd !!t_l g ]9td luC not tni xed prope-rly'. COPIES: R.A. llelson & Associates, Inc Tom of \lai I ; Uestern i,lobi le; J V A, Inc.; Gwatlmey Pratt Schultz Carol lm Adarns EobbY J. HaYs FIETO OBSERVER APPROVED BY A3 ! m{tual Frotactlon to cll.n!,r, tha publlc cllant3. rnd ruthoFltatlon fot publlcitt.n of panatlng ouF wiltt.n .pProvrl. SxnPl.3 rlll b. A |'.rs.F ;t th. !f! grosP ot codPrnl.t .nd o!r..lv.a, .ll rtForti ar. tubnltt.d.t ih. cohf{dl.ntl.l proP.rty of at.ta.tta. Coaclrtlotr oF axtrtctt trotn oi ragardlng our iaFor't3 lt ral'rv'd aiiporeO of rft.r t.ltlng l3 coopl.tad unl.3r Athar irr.ng.n nts rgraad to For'| tlo. cHEll3A 6/91 i CHEN.NORTHERN, INC. collsuLTI[G En6IflEERS Al{0 SCI El{TISTS REPORT OF CONCRETE TEST CYLINDER DATA A3. fiutu.l protactlon to cll.ntr, th. publla.nd o{r..lv.t, .ll r.porti er. auh.llttad aa tha conflallaottal proparty of cll.nt3, .nd i|tthortaatlon tor psbllcrtlon ot 3tatrr.nti. Cdnclu3lort or .xtr.rctE fFa or r.g.rdlng our t.Pot'ts lr r.3.rv..l p.[dlng our r,rlti.n.!!rov.l, s.rFl.! rltl ba dlapo3.d of.flcr t.stlng It cotipl.trd snllt3 oth.F.Ftrng.nFntE .gr..rt to In rrl t I ng.i't;;;" ;i th. EI! lroup of corprnl.s Fo'rrr Ho. ctiEll3A 6/91 T0: llEcll Enterpri ses JoB t{0. 4 178 93-3 DATE: 5-17-94' Attn: Eustaquio Cortina P.0. 8ox 3149 SHEET 2 0F 3Vail, C0 81658-3149 PR0JECT: Liftside Building, east of Uesthaven Drlye and Uestln tlotel , South Frontage Road ltest, Vail, Colo, PLACEI'IEIIT LOCATIOII:"A" Line Ual I SATCH TICKEI I ?lF0Rl1AT l0ll SUPPLIER: l,lestern Hobile TRUCK 0. 150 TICKET t{0. 0t 227t t'tIX DESIGIi ll0. 44 TIttlE BATCHEO: l:51 Pl'l TI|IE ARRIVED: 2:30 Pll Tll,lE PLACED: 2:40 Pil-CU. Y0. tOADlACCtlll: 7l- FIELo TESTII{G tllFoRllA1lol{ SAIIPLE TEiIP: 74 'F AIR TEilP: 50'F TIIIE TEST IAKEI{: ?:45 Pil SLU}IP: 3 3/4 It{. AIR C0llTtl{T: 3.71 lJ€T U]{IT UEIG}IT: --- J08 SPECI FICATIOI{S: SLUI{P: Il{. AIR C0l{TEt{T: I' ITATER AODED AT SIIE 0 GAL. CYL I I{DER I I{FORI,IAT I OTI ll0. 0F CYIII{DERS: 6 CTLIIIDER SIZE: 6"x 12" TIl,lE CYLIiIOERS CAST: ?:55 Pl,l UHERE CAST: 0n-Site CURITIG I I{FORI.IAT IOII II{ITIAL CURE: 48 hours On-Sl te DAIE RECEMD AT LAB: 5-19-94 FIELD SToRAGE FACILITIES: Inside Trailer BY: Brlan Scarlan llltl/lld AGE DAYs OATE TESIED TOTAL LOAO (LBS ) t'IA}IETER ( il{cHEs) AREA (sQ Iil) c0f1P . sTR. (Psr ) TYPE OF FRACTURE CYTII{DER UE I6HT (LBs ) CYL I IiDER [II{IT I,'E I6HT (PcF) SB 8S 288 ?88 288 288 5-25-94 5-25-94 6-14-94 6-t4-94 6-14-94 6-14-94 112,000 ll7,500 155,000 161,000 l{8,500 149.500 6.00 6 .00 5.99 5.99 6.00 6.00 28.27 28.27 28.18 28.18 28.27 28.27 Jvbu 4160 5540 5710 5250 5290 con/shear con/shear shear 'con,/shear con/shear con/shear DESIGTI SIREI{GTH 4OOO PSI O ?8 DAYS TESIS BY LASORATORI PTRSOI{NEL ARE III ACCORDAI{CE I{ITH APPLICAELE ASTII ITETHODS UiILES5 OTHERUISE IIOTED SOI.IE IIIFOR}IATIOII OF IESI REPORT I.IAY BE PROVIDED BY OTHTRS REiIARKS: C0PIES: R.A. l{el son & Associates, Inc Tom of Vail; i,lestern |lobile; J V A, Inc,; G{attrEy Pratt Schult2 Carolyn Adams Bobby J. Hays FIELO OBSERVER APPROVED BY F-' CHEN.NORTHERN, INC. colrsutTl t{6 Eil6II{EERS AilD sCrEltTrsTS REPORT OF CONCRETE PLACEMENT OBSERVATIONS lO: }tEcl,l EnterpFieee J(ts llo. 4 178 93-3 DATE: 5-17-94Attn: €ustacsrio Cortina P.0. Box 3149 sll€El 3 OF 3. Vait, co 81658-3149 PROJECT3 Liftside Building east of tJesths\ren DPive sld g€ctin l|ot6t, South Frontage Road, Vail, Gotorado. SPECIrICATIOIS: SLt P: AtR CoIIE|II: $TPPLIER: lJestern l4obi [e ttllx t.D,: A BlEltT TEIPER TRE RAIGE: "F to UATER ADDEO GALLOIIS 20 0 3 REI.IARKS iyt irders cast cyl ifder6 cast PROGRESS REPORT: COPIES: R-A. tletson & Associates, lnc.; i,estern llobi te; J.V.A.. Inc-; Torn of vait; cmtlupy Pratt schuttr; carotyn Adams FIELD OBSERVER Bobby J. Iays APPROVED BY CI'BIC YARDS LOAD/ CT'IULAT IvE REVOLUTIfl cclritTER BEG I II REI,IOLUT I ONI COIJIITER c(r'tPLET tol 17:22 1:5,| 2:46 al 2265 01 z?71 01 z?E 7114177+ 7156177+ 7l&177+ 1:04 Ptl 2:40 PH 3:?4 Pll 12:49 Pll ?:50 Psl 3:18 Pll I.IET UII t T gE tGttT (PCF ) 41t2 t 3t4 ? 1t4 4.3 3.7 3.6 140.0 agi.ad to I't arl tlng.and authorl'rtton for prb'llcltlon ot .trtdEntr. Conclutloni oi latiactr {Fqr or rcaardlng o||r raPorts nalttah rDptoval. Srnplc3 xlll ba dlrFolad of rftrr taitlng lr co,rplatad unlas5 othar arrrngasFnti rra A odib.r'bf thc !!g gioup o{ co|t|p.nl.3 Fo o. cxErr4A A/91 t Ar. m{rtu.l prot.ctlon to cll.nt., th. publlc.nd our..lvci, all r..portr.r. 3ub{i|ltted !3 th. conlldl.ntlrl prop.Fty of cll.ntr. rnd ruttror-lr.tlon for psbllcstlon of stlt.|||!nt!. Conclu3loor or ar(tr.cti from or r.g.rdlng our F€port3 l3 rGtervcd p.ndtng our- vrlttcr .pprov.l. S$tI.r eill br dlrpoi.d of.lt.F t.stlng 13 cotnplot.d unlcss oth.r arr.ngamnti .grc.d ro ln vrrltlng,i mc.lir il th. EU! group of conF.nl.r Fom to. $r€lr3A 6/9r CHEN.NORTHEHN, INC. c0lrsutTlf{6 EI{GInEERS Ar{D scIEftTI sTs REPORT OF CONCRETE TEST CYLINDER DATA T0: ilfCl'l Enterpri ses JoB N0. 4 178 93-3 OATE: 5-19-94Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F 1 Vai l, C0 81658-3149 PR0JECT: Liftside Building, east of l{esthaven Drive and llestln Hotel , South Frontage Road llest, Vail, Colo. PLACEI,IEilT LOCATTO}I:lla l I on "A,' Li ne. EAICH TICK€T Il{F0R}lATIoll SUPPLIER: Uestern }lobile TRT CK ll0. ll7 TICKET tl0. 0l 2325 t{IX DESIoll tlo. 44 IIifE BATCHE0: 9:33 Afl TIl.lE ARRIVEO: 10:10 All Ttl,lE PLACED:10:22 M-Cu. Y0. L0A0/ACCU||; 717130 F]€LD TESTIIIG IIIFORI4ATIOI{ TIIIE IEST TAKEI{: 10:29 A}l JOS SPECIFICATIOilS: SLUIIP: 3 3/4 SLUHP: ilax.4 Ilt. lx. SAI,IPLE TT}IP: AIR C0t{TEl{T: 5.21 AIR C0l{TEl{T: 4-81 67 "F AIR TEilP: 60 OF IIIT UNIT lJE I6HT: I.'ATER ADDED AT stTE -- GAL. CYLI]IDER II{FORI{ATIOII ilO. 0F CYII]{DERS: 6 CYLI]{OER SIZE: 6"x 12" TIl,lE CYLIII0ERS CAST: 10:39 Alt }JHERE CAST: On-Site CURIIIG IIIFORI.IATION llllTIAL CURE: 0n-Site FIELD STORAGE FACILITIES: Inside Trailer DATE RECEIVEO AT LA8: 5-23-94 BY: Carolyn Adams lilll{/flAx AGE DAYS DATE TESTEO TOTAL LOAD (LBS ) DIAIETER ( I r{cHES ) AREA (sQ Ir{) col,rP . sTR. (PSr ) TYPE OF FRACTURE CYLi I{DER IirE I GHT (tBs) CYLII{OER UIIIT IIEIGIiT (PCF) 7 2g ?8 28 26 5-26-94 5-26-94 6-15-94 6-16-94 6-16-94 6-16-94 98, 500 90,500 129 ,500 t26,500 119,000 119,000 6. 00 6.00 6. t0 6.01 6.01 6.07 2A .27 28.27 ?9 .22 28.37 28.37 28.94 3,f80 3200 4430 4460 4190 4l l0 con,/sP l i t con/spl it shear oon/spl i t col umnar snear OESIGI{ STRTIIGTH 4OOO PSI O 28 DAYS TESTS BY LABORATORY PERSOIII{EL AftE IX ACCORDAI{CE I.'ITH APPLICAEIE AST HETHODS UNLE5S OTHERIJISE NOTED SfiE IIIFORI.IATIOII OF TEST REPORT IIAY BE PROVIDTO BY OTHERS REiIARKS : COPIES: R.A. llel son & Associates, Inc Torm of Vail; Yestern l'lobile; J V A, Inc.; ftvatlmey Pratt Schultz Carolyn Adams Bobby J. Hays FIELO OESERVER APPROVED 8Y I CHEN.NORTHEHN, INC. col{suLTlilG EilGnEERS AltD SCIE|ITtSTS REPORT OF CONCRETE TEST CYLINDER DATA T0: ilECtl Enterpri ses JOS ilO. 4 llg 93-3 DATE: 6-2-94 _ Attn: Eustaquio Cortl na P.0. 8ox 3149 SHEEI I 0F IVail, C0 81658-3149 PR0JECT: Liftside 8ullding, east of Vesthaven Drive and lJestin Hotel , South Frontage Road l/est, Vail, Colo. PLACEI'|EI|T LOCAT l0tl ; BATCH TICKET It{FORl{ATIOll SUPPIIER: t{estern l{obile TRUCK ilo. 97 TICKET N0. 12320 HIX oESIGfi t{0. 44 TIilE BATCIIE0: 9:?l frt{ TIHE ARRIVED: 9:55 A}t TII'|E PLACED:10:35 AII-CU.Y0.L0AD/ACCUM: 7 FIELD TESTIIIC I I{FORI,IAT I OI{ TIl.lE TEST TAKEI{: 10:45 Al,l JOB SPECIFICATIOIIS; SLUIiP: 4 SLullP: llax.4 It{. I t{. sAilPL! TEilP: AIR C0tlTEl{T: 4.6I AIR COllTEl{T: 4-8I 7I T AIR TEIIP: 73 "F U€T UtllT SEIGHT: 142.6 IJATER AODTD AT SITE O CAL. CYL II{DER IIIFORIIAT IOT{ 0. 0F CYLIilDERS: 6 CYLII{DER SIZE: 6"x 1?" TII'IE CYLII{DERS CAST: 10:55 Al,l I{HERE CAST: On-Site cuRIt{6 IltFoRilATI0ll lllIIlAL CtRE: On-Si te DATE RECEIVE0 AT LAB: ---FIELo ST0RAGE FACILITIES: lleated Trailer 8Y: ---r'rIl{/r{Ax A6E DAYS OATE TESTED TOTAL LOAD (L8s ) OIAI,IETER ( ncHEs ) AREA (sQ Ilt) col,lP. sTR. (Psr ) TYPE OF FRACTUR€ CY L I I{DER VEIGHT (t8s) CYL II{DER UIIIT I{EIGHT ( PCF) 7 7 ?8 ?8 28H 28H 6-9-94 6-9-94 6-30-94 6-30-94 6-30-94 6-30-94 95,000 92,500 6.05 b-ub ?8.t5 28.84 3300 3? t0 shear con/shean OESIGI{ STREI{GTH 4OOO PSI O 28 DAYS . TESTS 8Y LAEORATORY PERSOIIIIEL ARE IlI ACCOROAI{CE VITH APPLICABLE ASTI{ IITTHOOS UIILESS OTHER!'ISE I{OTED SOITE II{FORIIATIOI{ OF TEST RTPORT I,IAY BE PROVIDED BY OTHERS REI'IARKS: CoPIES: R.A. llelson & Associates, Inc Town of Vail; llestern ilobile; J V A, Inc.; &,vattmey Pratt Schultz Jim H. Oavis Eobby J. Hays FIELD OESERVER APPROVED BY Aa ! lt|ttual cll.ntar.ndpandlng ourln r.:'ltlng. piot.ctlot| to clla||t3, th. publlc .uthorlrotlon tor Erbl lcat I or otwrltt.n .pprov.l. SanPlar |rlll b. th. !!! grouF of co p.nlcs and ourral vlr, all aapoitr .tat.6antr. Cgncl(|tlon5 or dl spor.d of .tt.F taitlng ria rulmltt.d .r th. contldlentl.l Prop.rty of .rtrlcta tro- or rag.rdlng ou|. raportt lt Fctcrv.d lB co||!l.t.d url.rr athlr .rr.ng.meht5 agro.d to Forrn flo. CM€1134 6/9t I CHEN.NORTHERN, INC. coflsullIr{0 €l{GI tttEERs Aflo SctE TISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: llECl{ Attn oll Yai I PROJECT: Enterpri ses Eustaquio Corti na Box 3149 c0 81658-3149 Liftside Bui ldi ng, JOB [0.178 93-3 DATE: 6-7-94 SHEET I OF 2 Frontage Road llest, Vail, Colo.east.of llesthaven Drive and tJesti n Hotel South PTACEHIT{T LOCATIOI{:LoHer Level 5lab, llorthwest Corner. BATCH TICKET I ll FoRl.lAT t otl SUPPLIER: tlestern Hobile TRUCK [0. ll4 TICKET ll0. l24l MIX 0ESl6t{ tl0- 41 TIfiE BATCHED: l:39 PH TIIIE ARRIVEO: ?:00 Pl't TIIIE PLACEO: ?:15 Pl't-CU. Y0. L0A0/A0CU!'|: 7 FIETO TESTIT{G II{FORI.{ATIOiI SAI.IPLE TEilP: 72 "F AIR TEI'{P: 7? OF TIf,lE TEST TAKEI{: ?:25 Ptl Sl-tf,lP: 3 1,/4 lil. AIR Cot{TEt{T: 5'0X vET UlllT LEI6HT: J08 SPECIFICATI0IIS: SLUI4P: llax.4 Il{. AIR CotlTEtlT: 4-8X I'IATER ADOED AT SITE -- GAL. cYt I t{DtR I ltFoRilAT l0rl tlo. 0F CYLII{0ERS: 6 CYIII{0ER SIZE: 6"x 12" IIHE CYLIIIDERS CASI: a:30 Ptl yHERE CAST: on-Site cuRIt{6 It{FoRttATl0ll Il{tTlAL CLRE: 24 hours on-Sitti 0ATt RECE MD AT LAB: 6-8-94 FIELO ST0RAGE FACILITIES: Clirnate Controlled Trailer BY: Carolyn Adams MI l{/l'lAx A6E OAYS DATE TESTTD TOTAL LOAD (L8s I O IAIIETER ( lllcHEs ) AREA (sq til) COMP. SIR. /pqT 1 TYPE OF FRACTURE CYT I I{DER VE I6HT (LBs ) CYL I NOIR UNII UEIGHT (PcF) 7A 7A 284 284 z8A ?84 H H 6- l4 -94 6- 14-94 7-5-94 7-5-94 7-5-94 7-5-94 95.000 96,500 5.98 5.98 28.09 28.09 ??qn 3440 con/shear shear OESTG'I STRE'IGIH 4OOO PSI A ?8 OAYS TESTS BY LABORATORY PERSOI{I{TL ARE Til ACCORI}AIICE UITH APPLICABLE ASII'I TIETHOOS UIILESS OIHERUISE I{OTEO SOI4E IITFORT,IATIOII OF TTST REPORT I,IAY 8E PROVIOED 8Y OTHERS RETIARKS : COPIES: R.A, llelson & Assocl ates, Inc.; Torm of Vail; Vestern l'lobile; J V A, Inc.: Gwathrey Pratt Schultz:Jid H. Uavis Eobby J. HaYs FITLO OBSERVER APPROVEO BY A. .|[utur'l protactlon to cllantt. tba Publlc.nd olraalva3. all t'€portr cll.n!s. and Author{zt!{on for gubllc.tlo$ o( ttatamcGt3. Conclualons or pcnd{ng osr rrrltt.n .PProv.l. Sr|t|9lca |.lll b. dlipos.d of .ftar t.ltlng 'ln wrltlng. A h.dbcr of the 4!E group of co|llF.||laa rrc strlrnltted .a tha confldl.rtirl proP'rty of axtrcctt fro or FaErrd(ng oqr rc$ort3 ls r's'rv!d l3 co Plrtcd unla5r othar .rr.ng.|tcttts rgrcco to fod {o. C}l€l l3A 6/91 *! CHEN-NORTHERN, INC. REpoRr oF ffiH# ##cvINDER DArA A5 a Dututl protectloft to cll.nt5r th. publlc anal ours.lvcr, all r.poFtr .Fa sub ltt.d .. th. confldtcnttat prop.rty otcll.ntt, and authot'ltltlott foi publlcrtldn ot rtataoent3. Concluslon! or crtruct5 fr.om or rtc.rd{nq our raoorts l; rararvadp.nd{ng our il.lttan appr'ovrl. S.nplct Nill b. dlipo3.d of atter tcrtlhg ls co|'pl.t.d !nl.r3;th.r irrangornlnts agr..d toln *rltlng. A I'.|!b.. of th. !!! group of conp.nlcs Foin No. Cr,tElttA 6/91 T0: iIECH Attn P .0. Vai I PR(UECT: Enterpfi ses Eustaquio Corti na 8ox 3149 c0 81658-3149 Liftside Bui ldi ng, east of t{esthaven ori ve and Uesti n J08 tl0. 4 178 93-3 DATE: 5-7-94 HEET ? OF 2 Hotel , South Frontage Road t{est, Vail,Colo, PLACEl,lEllT L(EATI0I{: Foundation Slab, Lower Level , llorthxest Corner. BATCH TTCKET INF()RIIATTOII IRUCK lto. t00 IIilE BATCHED: 5: l2 Ptl TICKET ilo. 124?. TIIIE ARRIVED: 5:35 Pil SUPPLIER: tlestern l{obi I e ilIX DEStGlt lt0. 44 TIlilE PLACED: 5:45 Pll-CU. YD. L0AD/ACCU}i:7163 FIELtl TE5TI116 I]{FORI.IATIO}I Tlll€ TEST TAKEI{: 5:55 Pl,l JO8 SPECIFTCATIOIIS: SLtf,lP: 3 l/4 It{. SLUIS: llax.4 I ll. SAI.IPLE TEMP: AIR COl{TEllT: 4.91 AIR C0l{TEllT: 4-8% 73 'F AIR T€llP: 73 "F T/ET UI{IT UEIGHT: UATER AODED AT SITE -- GAL. CYLIIIOER lIIFORHATIOII tlQ. 0F CYLIiIOERS: 6 CYLltl0ER SIZE: 6"x 12' TltlE CYLII{DERS CAST: 6:00 Pft !/HERE CAST: on-Site CWI116 IHFORI{ATIOII IIIITIAL CURE: ?4 hours DATE RECETVEO AT LA8: 0n-Si te 6-8-94 FIELD STORAGE FACILiTIES; BY: Carolyn Adams CI inate Control led Trailer. ll I N /l'{AX AGE OAYS DATE TESTED TOTAL LOAD (LBS) DIAI.IETER ( il{cHES ) AREA (sQ Ilt) coilP . sTR . (Ps r l TYPE OF FRAgTURE CYIIIIDER IJE I GHT (LBs l CYL IIIOER UIIIT IJEIGHT (PcF) 7g 7B 288 288 288 H ?88 H 6-14-94 6- 14 -94 7-5-91 7-5-94 7-5-94 7-5-94 94, s00 94,000 5.98 5.98 28.09 28.09 12An 3350 shear shear DESIGII STREIIGTH 4OOO PST € 28 DAY5 TESTS BY LABORATORY PERSOI{I{EL ARE I1{ ACCORDAI{CT YTTH APPLICABLE ASTI,I I,IETHODS U|{LE5S OTHERI'|IsE I{OTEO SOI.IE II{FORI.IATIOII OF TEST REPORT I.IAY BI PROVIDED 8Y oTHERS REI,IARKS: Concrete trucks had 6 l/z-inch slumps at currmrlati ve cubic yards of 49 and 56.Jeff and Vagner ith R.A. t{elson & Associates agreed to reject each load. CoPIES: R.A, ]{elson & Associates, lnc Tom of Vail; tlestern llobile; J V A, Inc,; Gwattmey Pratt Schultz Jirn H. oavis Bobby J. Hays FIELO OSSERVTR APPROVED BY , CHEN.NORTHERN, INC. c0]{suLnilc EflGIilEERS AtttD SCIE|{TI5TS REPORT OF CONCRETE TEST CYLINDER DATA T0: ilECl{ Attn P.0. Vai I PROJECT: Enterpri ses Eustaguio Corti na Box 3149 c0 81658-3149 Liftside Building, east of Vesthaven Ori ve and JOB tlO. 4 178 93-3 DATE: 6-9-94 SHEET 1 OF I tlestin Hotel , South Frontage Road l{est, Yail, Colo. PTACEI,IEIIT LOCAT IOI{ :Yall, "A( Line, P.3 to P.i BATCH TICKET ItlFORl'lATI0l{ SUPPLIER: Uestern !,lobi I e TRL,CK l{0. 150 TTCKET r{0. 0I 2778 ilt)( 0€516l{ r{O ^ 44 TIIIE SATCHEO: l:12 Pll IIIIE ARRIVED: l:30 Pl,l TIH€ PLACED: t:38 PH-CU.Y0.LOAD/ACCUfI|: 7/14/35 FIELO TESTIl{G ItlF0Rl'lATI0ll TIl,lE TEST TAKEI{: --- JOB SP€CIFICATIOI{S: SAilPLE TE}IP: 73 "F AIR TEI.IP: 65'FSLUHP: ? lll. AIR C0l{TEl{T: 4.9tr lfET UfllT I,IEIGHT: SLU P: ilax.4 lll. .AIR Col{TEl{T: 4-8X |TATER AoDED AT SITE -- GAL. CYL IIIOER I ITFORTIAT IOII l{0. 0F CYLIII0ERS: 6 CYLIiIDER SIZE: 6"x 12" TIl,lE CYtlllOERS CAST: UHERE CAST: 0n-Site cuRIil6 ItiFoRtaTIoI IilITIAI CURE: 0n-Si te OATE RECEIVED AT LAB:6-t2-94 FIELD STORAGE FACILITIES: --- BY: Carolyn Adams lillll/llAx AGE OAYS DATE T€STED TOTAL LOAO (LBs ) D IAI.IEIER ( I flCHES ) AREA (sQ Ir{) Col'lP. sTR. ( PsI ) TYPE OF FRACTUR€ CYLII{OER VEiGHT (tBs) CYLTNOER Ut{IT I..|E IGHT (PCF) f 28 28 ?8 e8 6-16-94 6- l6-94 7 -'t -94 7 -7 -94 7 -7 -94 t-7-94 106,000 106 -000 5.99 5.99 28.18 ?8. 18 3760 37 60 con/shear shear DES16}1 5TR€]I6IH 4000 PSI 8.28 DAYS TESTS BY TAEORAIORY PERSO}II{EL ARE 11{ ACCORDAI{CE YITH APPLICABLE AS]fi I,IETHOOS UIILESS OTHERUISE IIOTED SOI{E IiIFORI.(ATIO}I OF TEST REPORT I{AY BE PROVII}SD BY OTHERS REI'IARKS: COPIES: R,A. llelson & Associ ates, Inc.; Tsn of Vai I ; Yestern l,lobi I e; J Y A, Inc.; G}rattmey Pratt Sctrultz;Carolyn Adams Bobby J. Hays FIELO OBSERVER APPROVEO 8Y A3 . flrt{al prot.ctlon io cllcnts, th. Fubllcc'll€Dtr,.nd.{thaFlz.tlon for Publ lc.t loh ofp.ndlng o{r FFltt.n rpFrov.l, Srmpl.6 |.lll b.ln t.itlng. A rne!|b.r of th. E!! grouP ot corp.nica and olt-aal vai, .ll ratort5 rtdtsrr.tt. Conclusiona ordl3porcd of rftar t.stlng 6r. 3ubDlttad r. th. confldfcntial piopcrty 6f .strlctt 'frd or ragaFdlng our raportt It ratarv.d Ir cohpl.tcd unl.ss othcr rrrargamatrti rgraad lo For' No. Ci,lEl t3A 6191 o REPORT CHEN-NORTHERN, INC. colrsuLTIil6 tN6 TEERS lilD SCIfliTISTS OF CONCRETE TEST CYLINDER DATA T0: ltECl( Attn: P.0. Vall, PROJECI: Enterprl ses Eustaqulo Corti na 8ox 3149c0 81658-3149 Li ftside gui I di ng, JtlB tl0. 4 178 93-3 DATE: 6-13-94 SHEET I OF 1 east of llesthaven Orive and tJesti n tlotel , South Frontage Road l,lest, Vail, Colo. PLACEI.IEfl T LOCATIOII:lJal I on P.l from "A" Line to "L'r tine. BATCfI TICK€I I t{FoRilAT l0ll SUPPLIER: ttestern l,lobile TRTCK lto. 150 TICKET t{0. 0l 2887 HtX DESIGII t'10. 44 TII'IE BATCHEO; 3:24 PIit TII{E ARRIVED: 3:40 PI'I TII,IE PLACEO: 4:05 PII.CIJ. YO. LOAD/ACCUI'I: 7I14/28+ FIETD TESTIIIG T ilFORI,IAT IOII SAIIPLE TEIIP: 79 "F AIR TEIIP: 75 .F tIH€ TEST TrtK€H: 4:07 Ptl SLtX'lP: 3 tl{. AIR COllTEt{T: 5.21 tlET Ut'llT lfEI6HT: JOB SPECIFICAT l0ll3: SLWP: tlax.4 I1{. AIR C0tlTtt{T: 4-8MT€R AODED AT SITE -- GAL. CYL IIIOER I IIFORI,IATTO'I tt0. 0F CYLIIi0ERS: 6 CYtlil0fR SIZE: 6"x 1?" TIIIE CYLM0ERS CAST: 4:17 Pl4 I{HERE CAST: On-Site CUR 1116 I]{FffiI{ATIOII II{ITIAL CURE: 48 hours on-Site OATE RECEIVED AT LA8: 6-15-94 FIELD 5I0RA6E FACILITIES: Inside Trailer BY: Carol yn Adams l'(Il{/t'{AX A6E OAYS DATE TESTED TOTAT L()AO (LBS ) OIAI,IETER ( I r{cHts ) AREA tsq I[] c0ilP. sTR. (Psr ) TYPE OF FRACTURE CYL IIIDER UE IGHT (LBs ) CYL II{DER UIIIT I.IE IGHT (PcF) 7 28 z8 ZB 28 6-e0-94 6-e0-94 7-ll-94 7-t 1-94 7-ll-94 7-l I -94 100,000 tol,000 5.99 5.99 e8. 18 e8. 18 355! 3580 conlshear shear OESIGil SAEilGTH 4(lOO PSI O 28 DAYS TESTS 8Y LABORATOf,Y PERSOITI{EL ARE TII ACCORDAIICE VITH APPLTCABIE ASTil I'IITHODS UIITESS OTHERVI5E I{OTED SOIIE I}IFORI,IATIil OF TEST REPORT I,IAY 8E 9ROVIOED BY OT}ERS REI{ARKS: C0PIES: R.A. l{el son & Associ ates, Inc Torn of Vaii; tlestern llobi le; J V A, Inc.; Gwattnrey Pratt Schultz Carolyn Adans Bobby J. Hays FIELD OBSERVER APPROVED BY Ar r ||utu.l prot.stloD to cll.nt3, th. Publlc cll.ntr. .nd .r.thorlzrt{on for p[bllc.tlon ot p.ndlEg o.rr trltt.n .tpFov.l. SmFl.. tlll b. lr Erltlng.. A hc|nb.tr of th. !I! group of coftp.hl.t and ouraalvaj. all FapoFts itatadart3. Concl urlon! or <ll3torld of !lt.r tcttlng rr. 3ub.tlttad .. th. cotrfld{'ntlrl PFoPlrty of .rtr.ct3 fro[ oF raqaFdlnt our rcport3 l3 t'ct'rv'o Ir corDl.t.d unl.st ;thar ir..ngctn.nti .gr'"'l to For o. CH€rl3A 6rf 9l CHEN-NORTHERN, INC. c0t{sulTrl{G Elt6mEtRs Ar{D scl EilTISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: l{€CH Enterprl ses JOB ll0. 4 178 93-3 OATE: 5-24-94Attn: Eustaqulo Cortina P.0. Box 3149 SHEET I 0F IVail, C0 81658-3149 PR(UECT: Liftside gullding, east of lfesthaven Drive and lJestin llotel , South Frontage Road llest, Vail, Colo. PLACEhEIIT LOCATIOII:Footing Pad at Lines "Cs and P.3, BATCH TICKET IllFoRf'lATIotl SIIPPIIER: llestern Mobile TRtcK ll0. l8e TICKEI tlo. 012,127 lllx 0ESIG]{ ll0. 44 TIIfE BATCiIED: 3:41 Pll TII{E ARRIYED: 4:13 Pl,l Tl}lE PLACED: 4:19 PII-CU.YD.L0AD/ACCI}I: 7tl4l FTELD TESTI]IC IIIFORI.IATIOI{ SA}IPLE TEITP: 68 .F AIR TEIIP: 55 T TtllE TEST TAKEII: 4:25 Pll SLtfiP: 3 1/4 Il{, AIR C0]{TEI{T: 4.9I ll€T U]{IT U€IGHT: JoB SPECIFICATIOIIS: SLUIIP: f,lax.4 Il{. AIR C0l{TEilr: 4-8I UATER A0DE0 AT SITE I GAL. CYtIiIDER IrF0Rl.lATI0l{ [0. 0F CYLIilOERS: 6 CYLII{DER SIZ[: 6"x r?" TII'IE CYLIT{DERS CAST: 4:35 Plt ltlERE CAST: On-Slte cuRI[6 IflFof,ilA-II0r{ !|{ITIAL CURE: 24 houra 0n-Site DATE RECEMD AT tAB: 5-25-94 FIELD sTI}RAGE FACILITIES: BY: Carolyn Adarns l,tIil/t{Ax AGE OAYS OATE TESTEO TOTAL IOAO {LBs} OIA}IETER ( IilCHES) AREA (sQ lll) c0ilP . sTR. (PsI ) TYPE OF FRACNNE CYL I I{DER UEIGHT (LBs) CYLII{OER UI{IT I{EIGHT (PcF) 7 7 ?8 28 28 28 5-31-94 5-31-94 6-21-94 6-e1-94 6-21-94 6-21-94 97,5fir t01,500 t35,000 r35,000 138,500 l{t,500 6.00 6.00 5.99 6.00 5.99 5.99 28.27 28,?7 28.18 28.27 ?8.18 ?8.18 3450 3590 4790 4810 4910 5020 shear shear shear shear con/spl it con/spl i t DESTCX STR€IIGTh 4(lOO PSI E ?8 OAYS TESTS 8Y LABORATORY PER5OI{IIEI- ARE IT{ ACCORDAI{CE I'ITH APPLICAELS ASTII I.IET}IOUS U'ILESS OTHERIIISE IIOTEO SOIiIE I}IFORI.IATIOI{ OF TEST REPORI IIAY 8E PROVIOED 8Y OTHENS REMRKS: C0PIES: R.A. ilelson & Associates, Inc.; Torn of Vail i Uestern l'lobile; J V A, lnc.; Gxathney Pratt Schultz;CarolF Adans Bobby J. Hays FIELO OESERUER APPROVED BY Aa a ftstral protactlon to cll.ntrr tha Frbllc rtd ou|..lv.a' r'll taFortt ara asbnltt.d rl th. ccnfl.ll.ntlrl pr'oprrty ot cll.htr. .nd rothorttrtton ?or pl.bllc.tlon of at.tar.nta. Coacltralcnr or.rtractr froa or ragaidlng our r.porta l. r.a.Fvcd F.riai;g'o;; rr.ttt.n .ppFov.l. 5.r|rt.! v,lll b. dlrpor.d ot.ft.r t.rtlrt Ir co|ipl.t.d rrl.tt oth.r !|-F.ng6.fttr agrc.4 t' In HFltlrrg.i'm;fi;':; th. !!! sioup of cocp.nl.t Fofn rb. cM€lr3A 6/91 cofi tutfl tfc stf, ucIUIAt tr{6[{€€[5 rr lr1 l ocrll ,uA. tf,coltioutTED IPRUG SNET OBSERVATION REPORT cotonADo roroi .1951 lot.{11.t95t rAx fime2:30pm Daruy Swertfegor Gwathney/Pratt Architects 1fi)0 S. Frontage Road West Vail, CO 81657 Date June 16,t994 JVA Project Numben 6000 Field Visit Number: 9 Project Liftside (Waterford) Location: Vail, CO Contracton R.A. Nelson Associates Omer: MECM Enterprises Weathen Clear, 8f hesent at Slte Tom Skinner, Jetr Kelly, Tom Allen, Barry Fisher, Bob Huanes The following items were observed: 1, Jeff told us that he has measured the rotation in the retain;,,g wall on Line A. His measurements were taken at Grid Line P.5. The backfill is al-ost up to the top of the wal right now (it is abour 3'-0 short) and the measured deflection is 0 25 inches' It is possible that the wall witl rotate firther wheir the rest of the fill is placed. In any event it sounds like the;nitial rotation will be a 1/2 iach or less. This is acceptable from a structural srandpoLt. The precast double tees supportedq thit 1{ are of a proper length so that even il further rotation occurs after the tees are set, the structue will perform adequately, L Jeff asked about the proper width of styrofoam to put at the ends of the tees to accornmodate the caulking. This is an iten that really needs to be raerified with Daony. A minimu of !a' s required for future wall rotation 3. Jsff showed us the qactrs in the precast spandrel beam which occurs above the overhead at the bottom of tbe circular ramp. He reported thar the cracls ia this beam had occurred either prior to shipping or during the trip to the jobsite. When the beam arrived at tLe jobsite with sacks in it, he called Stresscon rvhose cngin-eer ,"poi"d taci< the slcks were not considered to be strucfurally sipificant. 4. The precast spandrel beam at the overhead door is obviously the wrong depth. Prelimhary measuretneuts indicate the bean ls apgrotdsately 'l-6 inches too low. The top of this beam was obviously sar+,cut in the precast plan before it was $hipped' The vertical reinforcing in the beam was cut. This causes us to questioa if the top teioforciog in the beam was cut also. The improper elevation issue is confirmed by the fact that the 14" wide flange bean required a large shirn stack for proper bearing otr top of that pr€cast beam. It is not immediately known where the coordination problen exists but there is somerh:ng v/rong with this particular piece of precast. Ttis needs to get confirmed in the field by shooting elevations to find what the true elevatious are. We used the crack measuring card to veri$ that the crack on the west side of the precast spandrel beam was '05 inches at the top of the beam. The crac,k on the east side is wider than can be measured but is appro:imately 1/8" i! widtb" The east side of the beam is the side that was up on the trailer vrhich orplains why the crack is wider on that side. Barry Fisher told us that the precaster had been notified to remwe ald replace the cracked spandrel beam on Grid Line F11. 5. Tops of the double tees n€ar Grids L and P11 should be field verified 6. We looked at the pocket ia the cast-in-place concrete wall below the column at Grids 8 & 6 near tie ^A3 stairs, New steel brackets harrc been bolted ou the face of the wall to support th€ precast tee stem. Now the old pocket in the concrete wall should be filled $,ith nonsbrink gtout to provide solid bearing up to the underside sf 1[s colnmn baseplate. Thi6 sit. visit was mad€ to obsrtls thc progres! rnd lhe qurlily ot th6 structural portion ot the constructron work and determme whethcr thar work was in general confo.rnancero rn€ srrucural Fortron ot Inc qonlrapt Uocuhenls. JVAt obse.vations are inlcndod to prot€ct the interests of the Owner and the Dubtie, JVA is nol re3ponsible lor theuontraclor's wollr work m€thods, selaty preciutions, timetness 'n ihg pertolmance ol the work ror any othar asoect of the cons{ructron Jor whrch the Contractor hasresponSrbrtttY. 7' The iaverted tee beams at the main parking lerel located on Grid Liae I between P9 and P10 is incorrectly welded at both ends. One of these should be cut free to allow for shortenitr& 8. The diagonal inve*ed tee beam shown in Seaion 5/520 is detailed on structural drawings as bearing on the cast-in-place concrete wall. The inrerted tee beam does not bear on the wall. $re will discuss &is with Oe pre"aster. 9- The inrarted tee bean on Grid Linc C from I9 to P10 is qelded at both ends. One of these should be cut loose to accommodate shortening 10- We noted that at the top€ of tbe flst portiors of roofs, a round prpe rail has been iastalled presumably for window washers to hook on to or for clearing the roofs of snow. Tbese elements were not designed by our ofEce and their means of affachment support is not clear, Ll.. At thc east side of stair D, and at the eave of the 3'-0 wide roof piecg there is supposed to be a rvelded aoment splice where the Wftr14 hits the enb€d plate in the concrete wall We could see clearly that therq is no such weld at the top flange of this W14' It is possible that a similar weld does exist at tte bottom flange since the bac*ing bar is h place. We could not confirn this. This Eeeds to be corrected. The required moment connectiou is shovm in Siction ff/SfZ. JVA rNC. ': d-E_- Thomas P. Skinner. P.E. 6* ,r*i*o t Q.Hrk*Bg d'T\ (3rsrr,rt9 CHEN-NORTHERN, INC. COIISULT I I{G EIIGIIIEEftS AIID SCIE}ITISTS REPORT OF CONSTRUCTION ACTIVITIES T0: llECtl Enterprises JOB l{0. 4 178 93-3 DATE: 6-7-94Attn: Eustaquio Cofti na P.0. Box 3149Yail, C0 816s8-3119 DATLY REP0RT t{0. 80 SHEET l0F I PR0JECI: Llftside Bullding east of tlesthaven Drive and Uestln Hotel , South Frontage Road Uest, Vail, Colorado. UEATHER COI{DITII)I{S AI{D TEIIPERATURE :Sunny - 75 degrees F. CO TRACTOR'S COI{STRUCTIOI{ ACTIVITIES PERSOIII{EL: riAJ0R EQUIPHEI{T: Trackhoes, Backhoes, Loaders. Crane, Dozers, Concrete Pump Truck. ACTIVITIES: Placing foundation footing vith concrete, all levels. CHETI-1{ORTHERI{ 'S SITE ACTIV I TI ES Ue arrived at the jobsite as requested to perforfi physlcal and visual tests on the properties of concrete to be placed in foundation footings. Slump, atr, and temperature tests were performed on-site, Cylinders for compressi ve strength testing |rene also cast. Two trucks appeared to have high slumps, so ye stopped the pl acement long enough to test. Both trucks had 6 1/?" slwps, Jeff and Uagner rrlth R.A. Nelson & AssocJates rejected each load unti'l slump was in specification. The two trucks carried the loads that totaled 42 and 49 cunulative yards fdr the pl acg|Ent. VEREA! COI.II,|U!I I CAT JOl{ TIITH CO'ITRACTOR, Jeff, Uagner and ilike iith R. A. Eil6II{EER, ARCHI TECT, l{el son & Associ ates. ot,|,lER COPIES: R.A. J V A, Inc.; Nelson & Associates, Inc. Gwatlnrey Pratt Schul tz To*n of Vai | ; I I I Jim H, Davi s FIELD OBSERVER Fred R. Caneron APPROVED 8V A3. fiuttnl prot.ctlot to cll.nt3, thc publlc.nd osrr.lv.3r .ll F.portr .r. 3tb ltt.d .3 th. confldent'lrl pFoFrrty of our cll.ntt. l||d ij,r toiiiiiioi'i"" ;uti tcil t;" oi rtetrnrit. concl{stonr or".rtr!ct3 irqn or r.lardlrg our F.poFt5 ls r.raFy.d p.nding aur xr.ltt.n .pFrov.l. Sairgl.r r|lll b. di3Fo3.d ol .ft.f tcitlng 13 compl.tGd unl.t. othlr' .rr.ng.oent3 riG .g.a.d to in rritJng. A'nd r.r ot ttre g!g! Srour ot coftprn{.3 CHEN.NORTHERN, INC. cofisuLT t ltc EI6lllEERs Alto sclEllTlsrs REPORT OF CONSTRUCTION ACTIVITIES T0: i{ECil Enterp.ises J08 ll0. 4 178 93-3 DATE: 6-8-94 Attn: Eustaquio Corti na P.0. Box 3149Vatl. C0 81658-3149 DAIIY REP0RT ll0. 8l SHEET I 0F I PRoJECT: Liftslde Building east of lJesthaven orive and gestln Hotel , South Frontage Road llest, Valt, CotoraOo. T'EATHER COIIDITIOI{S AI{D TEHPERATURE COi{TRACTOR'S COI{STRUCTIOI{ ACTIYITI[S PERSOilI{EL: flAJoR EQUIPMENT: Loader, oump Trucks, Trackhoe, $nal I Boltag Sheepsfoot. ACTIVITIES: CHEN-I{ORTHERN'S S ITE ACTIVITIES tle observed contractor p'lacing dredge rock backfill material on the north side of wall on "A" Line. l,laterial was placed using bucket of trackhoe in lifts and compacted Hith trench Eollag Sheepsfoot, tlaterial nas placed between 6rid Lines P.7 and P.6. Ue also picked up concrete strength cyl ind€rs cast from concrete placement on June 7, 1994. VERBAL CO,II,IUII ICAT IOl{ UITH COI{TRACTOR, ENGIIIEER, ARCHITECT,oi,lt{ER COPIE5: J V A, R.A. l{elson & Associates, Inc. Inc. ; Gwathney Pratt Schul tz Town of Vai I ; I I I I Carolyr Adams FIELD OBSERVER Fred R. Caneron APPROVEO 8Y At r n|utual pfot.ctton to clt.ntr, th. publl-c .nd o-urE.lv.r,_all r.port3 .r. rr|trmltt.d r3 th. contld.ntl.l pfoParty of our cll'nt5' tnd .uthortrrtton tor publtcrtton of rt.t.ncirt. conclusloni o.- .rt.i.t i -fr-d.- iiiegirut ng '",r. rcporti.lr rii-crvaa icndlng'our irltt'n rpPiatrl ' iiiiiiiiiii ui--af.p";ld ;t aitcr-iiiiini ta conplet€d unl.r3 oth.r .rrrns.rr.nt* r;. .src.d to lr rl.ltlng. A |rcrb.r of th. 4!! gioup of co p.hl.t CHEN-NORTHERN, INC. COIISULTI IIG TIIGIIIEERS AIID SCIEIITTSTS REPORT OF CONSTRUCTION ACTIVITIES T0: f,lECll Enterpri ses JOB t{0. 4 lZ8 93-3 0ATE: 6-9-94Attn: Eustnquio Corti nt P.0. Box 3l'19Vall, C0 81658-3149 DAI!y REP0RT ilo. tZ SHEET I 0F I PROJECT: LifLside Buildlng east of llesthaven Drive and Uestin Hotel , South Frontage Road ltest, Vail, Colorado. TIEATHER COI{DI TIOl{S AIIO TEHPERATURE COi{TRACTOR'5 COilSTRI,|CTIOI{ ACTI VITIES PERSOI{IIEL : IIAJOR EQUIPI.IEIIT; ACTIVIIIEs: CHEI{-IIOf,THERII'S S TTE ACTIVITIES t{hile on-site to perform tests on concrete being placed, (dredge rock) backfi]l naterial north of wal'l on (At bucket to lay material into a narrow area behind wall Sheepsfoot. Area filled was between P.8 and P,5 Lines. ve observed contractor placing import Line' Contractor was using trackhoe and compacting it with a gnall Bouag VERBAI- COI.IIIUI{ICATION I'ITH COiITRACTOR, TIIGIIIEER, ARCHITECT, OIIIIER COPIES: R.A. llelson & Associates, Inc. J V A, Inc.; Gwatlmey Pratt Schultz Town of Vai I ; I I I Carolyn Adans FIELO OBSERVER Fred R. Cameron APPROVTO BY Ai. uturl D,rot.ctlon to cll.ntr, th. Dubllc rnd oq.t.lvt3, .ll raportr !r.c rub|nlttad ar lhc confid.ntl.l gFoparty of osr cl'i..t3r .nd authorlratloir foF publlcatlort of rtatdrant, Conclsilon3 or artracta trom or ragardlng our raport3 li raaar.vad prndlng our|,rlttcn 6pprov!1. S.spt.s wlll b. dlrFo3.d ot att.r. tartlng 13 compl.i.d ur|l.ti oth.r .rrang. ant$ arc rgrrrd to in |{rltlng. A fte||bar of th. !I! g.osp ot cor@rnlct CHEN.NORTHERN, INC. co[s{JtT I ftc EltcmEERs AilD scrE[TtsTs REPORT OF CONSTRUCTION ACTIVITIES T0: llEO{ Enterpri ees J08 tlo. 4 178 93-3 oATE: 6-10-94Attn: Eustaquio Cortina P.0. 8ox 3149Vail, O0 81658-3149 0AILY REPoRT l{0. 33 sHtET l0F I PR0JECT: Liftside Building east of llesthaven Drive and tlestin Hotel , South Frontage Road l{est, Vail, Colorado. IJEATHER COI{DITIOIIS AI{D TE}IPERATIRE :Sunny CO TRACTffi'S COI{STRUCTIOI{ ACTI VITI ES PERsOIII{EL: , }.IAJOR EQUIPI.IE}IT: ACTIVITIES: C}IEX.IIORTHERII'S S]IE ACIIVITIES Huntingdon {Chen-ilorthern) was on-site as requested to observe the placernent of rock and gravel backfill. The concrete cylinders cast on June 9, 1994 were picked up and returned to the I aboratory. There xele t$o short lifts of backfill placed. The flrst lift was approximately l0 feet long and the second in another locatlon was approxirdtely 25 feet long. Eoth lifts were colpacted vith a Jumpl ng Jack. VERBAL col,fi,tuil I CAT lotl l{ITH CollIRAcToR, El{6I]{EER, ARCHIT€CT, ovl'lER C0PIES: R.A. l{elson & Assoclates, Inc. J Y A, Inc.i Gwatlmey Pratt Schul tz Torvn of Val | ; I I Eilly Earbour FTETD OESERVER Fred R. Caneron APPROVED BY Aa..rt{tl lrotaatlon to ellanta, tha publlc rnd oq.ralv.r, all r.por.ti at.. t(|bn|ltt.d a3 tha confld.ntlrl paopct^ty ot our.cll.ttt3' .nd'irtiorti.ii"i-iji;u-bifclli; oi iirt.t.i t. Concllrtonr or ritmctr ir.om or rrgnrding oqr r.po.tr i. r.3.rvGd pcndlng our ||rltt.|r .ppFovrl. Srq'l.r r.{ll b. ditpoaad ot rftar t.3tlng Ir eorpl.trd unla3a oth.r .rr.ngdi.nt3 .r. rgraad to in ffltlng. A lrrrb.r ot tbc !I! grouF of cooF.nl.. cot-.J t! d o cl > to_o c c) ; d, o oJ F =L6! CO o @ @ to €4 ro (o €(o € € (\'|.\ (\, (Et (al Ol zo o o|.!ro6Ct".o o oc|JO-' -ou- ii. o =!|o o-c .o E:'- .-. rD .!>=t ot aD-cd|' (! g(9 -oo -jttr o o o.!>=!l .coct.rr-6 at ol9 I cf|!or c, IlrF. ll-r0 &llrl lrlF Cl -fo Fl .o(vt -gl €oE1\OFI CLl*l<fd OJ -a co cto..:' &,ealrl4 g6 Ei !-{ i'= EH EB ?s EE6P ELlrl4 E 6g +t!O {trqt rl (uO aYt{n.FOt I.r- 3$COL CrF.r rJ)cr- d (rl .o o, r,rr x@+r50crd40l,ll (., lrleE EOeCJ +'lrl .P . Gt (t =<4.> =Cl tt l-'JG':.{ELd9=F 'O E:r!- CHEN.NORTHEHN, INC. COIISUITII{G EIIGIIIEERS Al{D SCIET{TISTS REPORT OF FIREPROOFING THICKNESS, DENSITY AND BOND STRENGTH T0: l{ECl{ Attn P.0. Yai I PROJECT: Enterpri sesllr. Eustagui o Corti na 8ox 3149 c0 81658-3149 Liftside Euilding, Vail, Colorado JOB ll0. 4 178 93-3 DATE: 6-13-94 DAILY REPORT 1{0. 84 SHEET 2 OF 2 I{ATER IAL SPECI FICATIOIIS i|AI{UFACTURER 6race f,lonokote C0|IIRACTOR Rol I ing Plain BOIID STREI{GTH (PSF)DEilSITY (PCF) 15+ PROJECT COIIDITIOflS SUBSTRATE PREPARATIOIIS AI.IBI EtIT TEI.IPERATURE SA].IPLE IIUITBER TEST AREA I'ET UEI6HT ( LBs) DRY },E IGHT (LBS) iIOISTURE (r) DEIIS ITY (PcF) z ? Beam Col urn Decki ng ;AIIPtE II'IIBER t'tIl{Iitur{ THICKI{ESS (m) r{AI I l,tutl THICKIIESS ( r1{) AVTRA6E THICKIIESS (It{) Dtst6{ TH I CKI{E 55 ( IH, B0t{0 STRENGTH (PsF) RE ARKS 2 3 1.06 I.13 l.dt L .72 1.20 1.40 1.0 1 .38 Average thickness for density 1,30 PROMESS ' REP0RT t C0PIES: R. A. ilel son & Asso. - Attn; Rick Agate J.V.A., Inc. Evrathney Pratt Schul tz Town of Vai I Carolyn Adams Fred R. Caneron FIFI D OBSERVER REVIE!'ED BY Ar a nt,tur'l pr.ot.ctlon to cll.nt3, tha publlc and ouraalva3, .ll r.por"ts rr. 3|ltmltt.d a3 tha confld.ntl.l p.oP.rty ot elltnta, and .tthor{zrtlon foi D{bllc.tlon of tt.t.|t|.nt5. Concluslons or.rtrlctt tra|t| or reg.rdlng oor rcport3 l3 r.3.rvad pandlhg our r|ttt.li rpprovrl. A r|.n6.F ot th. !!! groqp of co.F.nl.3 I CHEN.NORTHERN, INC. co||sulTr[c €IGlltEERs AID sct EltT t sTs REPORT OF CONSTRUCTION ACTIVITIES T0: llECl'l Enterpri ses J08 0. 4 llg 93-3 OATE: 6-15-94Attn: Eusfaquio Cortina P.0. Box 3149Vall, C0 81658-3149 DAILY REP0RT lio. as SH€ET I 0F I PROJECT: Llftside Euilding east of tlesthaven Driye and lrestin Hotel , South Frontage Road gest, Vail, Colorado. I{EATHER COIIDITIOI{S AI{D TE}IPTRATURI COI{TRACTOR'S COI{STRUCIIOII ACTIVITI E5 P ERSOI{I{EL : I,IAJOR EQUIPI.IEflT: ACIIVITI E5: CHEI{-IIORTHERII'S SITE ACTIVITIES lle made a site vislt to obtain scheduling for next few days. contractor was not placlng fill at this tirne, but uas cutting off tops of ,,H,, piles tofacilltate backfilling Just north of wall on "A" Line, Drain and pea gravel will be placed on Hest side of wall on "1" Line. VERBAL COIII.IUHICATION I'ITH COIITRACTOR, EITGII{EER, ARCHITECT, OI{I{ER COPIES: J V A, R.A. Nel son & Assooiates, lnc, Inc. i Gr{athEy Pratt Schultz Town of Vail;l I Carolyn Adarns FIELD OBSERYER Fred R. Caneron APPROVED BY Aa I rutt|al Ftotactlon to -cll.n_tt, ttrt Fobtlc rnd o!r..lv.rr all rcport3 .r. ruhttttcd a3 thc confldcntlal prop.rty of our cllcntr, rnd.qthorlt.tion ,oF Psbllcatlon ot.t.lsrnt. Conclutlont ot.xtr.ctt ar.o||| or r.g.rdln9 our r.portt t3..r.rv.d ienirrg-our rrltt.n rppror.t,S.|tplar_ rlll _br- dlr-poaad of.l-t.r t.itltrg la coftplatad uftl.r. oth.r arrrngrrmntr air rgrroi to lh xrttlnt.A idi6.|. of th. !J!l group of coiDrol.. {-; CHEN.NORTHERN, INC. colrsulTtN6 El{6I I{EERS 4il0 SCIEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA 1*ff'.4) runleeA il ,rr*s, gffi T0: l,lECll Enterpri ses J08 l{0. 4 178 93-3 oATE: 5-26-94Attn: Eustagulo Corti na P.0. Box 3149 SHEET I 0F 2 Vai l, C0 81658-3149 PROJ€CT: Ltftstde Building, east of Uesthaven Drive and Testln Hotel , South Frontage Road tlest, Vail, Colo. PLACEI.IETIT LOCATIOII :tleck Sl ab. EATCH TICKTT I llF0Rl,lAT 10ll SUPPLIER: liestern ilobile TRUCK l{0. 119 TICKET 0. 012486 fiIX DEStcN [0. 14 TIl'fE BATCHED: 9:02 All TIIIE ARRIVEO: 9:30 All TlllE PLACED: 9:40 Al,l-CU. Y0.|0AD/ACC[X.|: 7lL4/ FIELD TESTI116 II{FORI.IAT I OII TIIIE TEST TAKEII: 9:45 M JOB SPECIFICATIOIIS: SLU P: 4 l/4 SLUMP: Max.4 I1{ I1{ SAI'IPLE TEI.IP: AIR COl{TEl.lT: 5.31 AIR C0l{TEt{T: 4-81 64 .F AIR TEiIP: 60 .F LIET UI{IT IJEI6HI: 142.4 IJATER ADDEO AT SITE 7 6At, CYLIIIDER IIIFORI'IATIOII tlO. 0F CYtlllDtRS: 6 CYIIN0EB SIZE: 6"x I2': TIl,lE CYLII{DERS CAST: 9:55 AH IIHERE CAST: 0n-Site ctnIft6 I t{FoRl,tATI0t{ IilITIAL CURE: 0n-5i te OATE RECEM0 AT LAB: --- FIETD ST0RAGE FACILITIES: Inside Ttailer BY: ---ilIlt/HAX A6E DAYS DATE TESTgD TOIAL LOAO (t8s) DIAHETER { I l{cHEs) AREA (sQ ltl) COUP. STR . (PSI) TYPE OF FRACTURE CYLIIIDER hIE I6HT ( LBS) CYL I I{DER UNIT I'E I GIIT (PCF) 7A 7A 284 284 28A 284 6-2-94 6-?-94 6-?3-94 6-?3-94 5-23-94 6-23-94 83,500 85,000 110,500 112,000 119,500 lzt .000 5.98 5.98 6.00 6.00 6.00 6.00 28.09 ?8.09 28.27 28.27 28.27 24.27 2970 3060 3910 3960 4230 4280 snear snear shear shear con/shear columnar 0Esl6il sTREr'rGIH 4000 Psl G ?8 DAyS TESTS BY LABORATORY PERSOXI{EL ARE I}I ACCOROAI{CE I.IITH APPLICAELE ASTM iIETHODS UI{IESS OTHERUISE I{OTED SOI.IS IIIFORI{ATIOII OF TEST REPORT IIAY BE PROVIDED BY OTHERS RE}IARKS: COPIE5: R.A. llelson & Associates, Inc.; Tom of Vall; Yestern llobile; J V A, Inc.; Gvathney Pratt Schultz;Carolyn Adans Bobby J. Hays FIELD OESERVER APPROVEO BY Ar . nqtr.l pr,ot.ctlon to cll.ntt. th. FubI{ccl1.rt3. ftd ruthori:atloft foi gubl{cttion ot F.ndlng orr. xrltt.r rpFtoval. s.tnpl.e wlll bcln rflt'lng. A n mb.r of tha E!! gio{p of €onp.nl.g lnd ourralvca, r'l I raFortt rtat.nrantr. Con€lartlon3 ordltpo3o.l ol rftcr tost{ng rr'. .ubtnltt.d a3 th. contldl.ntl.l propcrty ot aitlactt trorn ot rag.rdtag orr rcporl3 It rarcFv.dla cofiFlatad unl.rr oth.r t'.rtngcmcntt agraad to Fonn flo. ctlEll3A 6/91 CHEN-NORTHERN, INC. . c0 suLTIl{6 EltGt EtRS A D SCIEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA -Ai r hutu.l prot.ctlon to cli.'tt3. th. publlc .nd oqrtclvar, .ll r.port. .|^r rub|t|ltt.d .r the confldie|ltl.l prop.rty ofcll.nt3, .tid .uthoFlzrtlon for publ{c.tlon of ltrtrfrlntr. Conclsr{on3 or rxtf.ctr {rcft ol. raglrdlng .ur trForts it ra3arv.dpcndlng oqr xrltt.n apFroval. S.hpl.r |.lll bG dlrpo3.d ot rftar t.rting l3 can|pl.t.d unl.i3 oti.r.ri.ngdncnts .gr.cd toln Frltl'tg. A ncnb.r of the !!! group ot co !rft|.. Fo.|r tao. CflElI3A 6/91 T0: llECftl Enterprises JOB lt0. 4 l7B 93-3 DATE: 5-26-94Attn: Eustaquio Cortina P.o. Box 3149 SHE€T z oF 2VaiI, C0 81658-3149 PROJECT: Liftside Building, east of l,/esthaven Orive and llestin Hotel , South Frontage Road Vest, Vail, golo. PLACEMM LOCATION:Footing Pad on "A" Line. EATCH TICKET IIIFORI.IATIOII TRT CK l{0. 97 TIiIE BATCHED: 12:06 Pll TICKET ilo. 012497 TIl,lE ARRIVEO: lZ:40 Dll SUPPLIER: Uestern ilobi I e tllx DESIGI{ ll0. 44 TllfE PLACE0:12:43 Pil-CU. Y0. LOAO/ACCU : 7/561 FlEtO TESTIIIG IllFORtlATI0i{ SAI{PLE TEttP: 69 'F AIR TE}|P: S0 T TIIIE TEST TAKEII: 12:50 Pil SLUI{P: 4 It{. AIR C0t{TEt{T: 5.91 }tET tlt{IT l{EtGHT: JOB SPECIFICATI0I{S: SLuf{P: l,lax.A It{. AIR COl{TEllT: 4-8% VAIER ADDED AT SITE -- GAL. CYLI}IDER II{FORI,IATIOl{ t{0. 0F CYLII{DERS: 6 CYIIIIDER SIZE: 6"x le" Tll'tE CYLIIIDERS CAST: l:00 Pll ITHERE CAST: On-Site CURI 116 ITIFOR'IAT IOII Il{ITiAL CURE: on-Sl te DATE RECEMD AT LAB: --- FIEtO STORAGE FACILJTIES: Inside Trailer BY: ---r,r r x/f,rAx AGE DAYS DATE TESTED TOTAL LOAD (L8s) OI AHETER ( INCHES ) AREA (sq Iil) c0 P. sTR. (PSI) TYPE OF FRACTURE CYL I NDER fE IGHT (LBS) CYL IIIDER UI{IT I.'E IGHT (PCF) 7B 7A 288 288 z8B 288 6-2-94 6-2-94 6-23-94 6-23-94 6-23-94 6-23-94 98.000 98,000 119,500 118,500 1 17 ,500 n9,500 6.00 5.99 6.00 6.00 6.00 5.9? 28.27 28.18 28.27 ?8 .27 28.27 27 .53 3470 3480 4?30 4190 4160 4340 con/Shear shear con/spl i t sneaf shear "h""" OE5I6I{ STREiIGTH 4000 Pst e 28 DAYS TESTS BY LABORA'TORY PERSO}IIIEL ARE III ACCOROAT{CE U]TH APPLICAETE AST}I I{ETHODS U]ILESS OTHERI{ISE NOTED SOI,IE I IIFORI,IAT I OI{ OF TEST REPORT I'IAY 8E PROVIDED 8Y OTHERS RE}tARKS: COPIES: R.A. ]{elson & Associafes, Inc Tom of Vall; llestern l,lobi le; J V A, Inc.; Gnatlney Pratt Schultz Carolyn Adams Eobby J. Hays FIELO OBSERVER APPROVEO BY ?-I CHEN.NORTHERN, INC. CONSULTII{G EIIGII{T€RS AI{D SCIEIITI STS REPORT OF CONCRETE TEST CYLINDER DAT Aa r nutual protcctlon to cllantr', th. publlc lnd ourielv.r. all r.portr .r. 3slratlttad rt th. conffdlat'rtl.l pioPcrty ot cllanta. rnd authorlaatlon toi pgbllcatlotr oi ttrtamants. Corclurlont or .ttract3 frott or FaErFdlng our raportt l3 rltarv'd ;iftiil';;-,;i;;;; ';;;;.i: Sii'ii !l -"ii t -i. -iiip;.;J!i-ir ;;ia.-i;:ii"; ri'co.ftetcu unr*r 6th* irrrngernintt .er..d to ln |rrltlng,i";;;;-;; th. !l!!l sFoup ol conP.nl.. rorni No' c Ell3A 6/91 ff*.'7!t ruL tss4 "d A P#*Hi ;T:w%t T0: tl€cfi Enterprises JoB tlo. 4 1t8 93-3 DArE: 6-7-94 Attn: Eustaquio Corti na P.0. Box 3t49 SHEET I 0F 2 YaiI, C0 81658-3149 PRoJECT: Liftside Bullding, east of Vesthaven Drive and t/estin Hotel , South Frontage Road Uest, Vail, Colo. PLACEI{EIIT LOCATIOl{ ;Lover Level Slab, llorthwest Corner. BATCH TICKET lllF0RftATlolt SUPPLIER: l{estern l'lobi le IRtcK ll0. 114 TICKET ll0. 124r r'llx DESIGTI tlo. 44 TlftE BATCHE0: l:39 Pl,{ TI}IE ARRIVED: 2:00 P}l TIIIE PLACED: 2:I5 Pli-CU. YD. LOA0/ACCUH: 7 FTELO TTSTIIIG I HFOR}TAT IOI{ SAMPL€ TEHS: 7? .F AIR TEITP: 72 .F Ttl,fE TEST TAKEI{: 2:25 Ptti SLUI4P: 3 1/4 tt{. AtR C0l{TE}lT: 5.0X l'lET U]{IT UEIGHT: JtlB SPECIFICATI0|IS: SLut{P: tlax.4 I}1. AIR C0llTEtlT: 4-8I I'IATER A0DE0 AT 5ITE -- 6AL CYLIIIOER IIIFOR}IATIOII tl0. 0F CYLIllttERS: 6 CYtIil0ER SIZE: 6"x 1?' TIIIE CYLIT{DERS CAST: 2:30 Pll I{HERE CASI: On-Site CURIIIG II{FORI'IAIIOTI tllITlAL CiIRE r 24 hours DATE RECEIVED AT LAB: 0n-Site 6-8-94 FTELO BY: STORAGE FACIL ITIES: Carol yn Adarc Cl irnate Controlled Trai ler ilIl{/r{AX AGE DAYS OATE TESTED TOTAL LOAO (L8s) DIAI4ETER ( il{cHES } AREA (sQ tt{} co{P,sTR. (PSI ) TYPE OF FRACTURE CYL II{OER IIE I GHT (L8s) CYL II{DgR UIIIT UEIGHT (PcF) 7A 7A 284 z8A 2eA 284 6- l4-94 6-14-94 7-5-94 7-5-94 7-5-94 7-5-94 95,000 96,500 I l5;500 il 7,000 123,500 il6,500 5.98 5.94 5.98 5.99 5.99 5.99 28.09 28.09 ?8. 09 28. 18 28. l8 28.r8 3380 3440 4t10 4150 4380 413 0 con/shear shear sneai snear shear shea r OESIGiI STREI{GTH 4OOO PSI G 26 DAYS TESTS 8Y LAEORATORY PERSOIII{EL ARE III ACCORDAI{CE I.IITH APPIICABLE ASTTI HETHOD5 UI{LESS OTHERI/ISE IIOTSD SOtlE IIIFOflT{AIIOI{ OF TEST REPOST IAY 8E PROVID€D BY OTHERS RII{ARKS: COPITS: Tqrn of JVA, R.A, llelson & Associates, Inc.;Vail; Uestenr liobi le; Inc.; ${athEy Pratt Schultz;Jim H. Davis Sobby J. HaYs FIELO OBSERVER APgROVED BY r- I CHEN.NORTHERN, INC. c0r{sulTIil6 El{GII{EERS 4il0 SCIEilTISTS REPORT OF CONCRETE TEST CYLINDER DATA Ai. mqturl pt otcctlor to cll.rtr, tha p{bllc lnd ourr€lvai, lll raports .rc ll|bnltt€d rs tha confldl.ntlrl propcrty ot cli.htr, rnd .utior{zrtlon fop publ{c.tlon ol itrtqt|Gnt3. Conclu3lon5 or ertr.ct3 froh or ragrrdlng our rcport3 l3 r.3.rv.d pcndlng our nrlttcn .pFrov!1. S6mpl.. lrlll b. dlipos.d of .tt.r taitlng i3 conplcted unllis oth.r .rr.ngdicnt3 agr.€.| to ln rFl tl ng. A nsnb.r ;f th. !I! gro.rp of co|'p.nl.r For'| fio. Ct'tElt3A 6/9t T0: l,lECH Enterprlses JoB I'10. 4 178 93-3 DATE: 6-7-94Attn: €uEtagulo Cortina P.0. Box 3149 SHEET Z 0F 2VaiI, C0 81658-3149 PR0JECT: Llftside Buildinq, east of l,resthaven Drive and Uestin Hotel , South Frontage Road !'rest, Vail, Colo. PLACEII€I{T L0CAT!OI{: Foundation Slab, Lower Level , l{orthwest Corner. BATCH TICKTT I llFORl{AT I0l{ SUPPLIER: t{estern }lobile TRT CK N0. 100 TICKE] lto. tZ42 flIX 0ESIG lto. 44 TIIIE BATCHEII: 5:12 Ptit TItilE ARRIVTD: 5:35 Pl,l TtllE PLACED; 5:45 Plt-CU. Y0. L0AO/ACCW: 7163 FIELD TESTIIIG IllF0Rl,lATI0ll SAI4PLE TEIIP: 73 "F AIR TEIIP: 73 'F TII.I€ TESI TAKEI{: 5:55 P}I SLUHP: 3 I14 II{. AIR COI{TEI{T: 4.97 VET UIIIIT IIETGHT: JOB SPECIFICATI0I{S: SlU|lP: tlax.4 Il{. AIR COllTEtlT: 4-8i VATER ADDEO AT SITE -- 6AL. CYL I IIOER I IIFORI.IAT I O}I ll0. 0F CYII|IDERS: 6 CYLIIiDER SIZE: 6"x lZ' TIIIE CYLIil0ERS CAST: 6:00 Pll I/HERE CAST: On-Site CURIIIG II{FOR}IATION IilITIAL CURE: 2'l hours 0n-Site DAIE RECEIVED AT LAB: 6-8-94 FIELO STORACE FACILITTES: Cl imate Controlled Trailer. BY: Carolyn Adarns l,lll{/tlAx A6F BAYS OAlE TESTEO TOTAL LOAD tLBS) OIAMETER ( IICHES) AREA (sQ lll) c0l.1P. sTR. {PSI) TYPE OF FRACTURE CYL It{OER UEIGHT (LBs) CYLI IIDER UI{IT I'EIGHT (PCF) 7B t6 208 288 e8B 288 6-14'94 6-14-94 7-5-94 7-5-94 7-5-94 7-5-94 94,500 94,000 leg,500 13t ,500 126,500 1 17 ,000 5.98 5.98 5.99 5.99 5.98 5.90 28.09 28. 09 ?8. 18 28.18 28.09 ?8. 09 3360 4600 467 0 4500 4170 shear shear snear shear shear shear oEsI${ srRilt6TH 4000 PSI I 28 oAYS IESTS 8Y LAEORATORY PERSOI,IIIEL ARE Iil ACCORDAI{CE IITTH APPLICABLE ASTI,I ITETHOOS UilLESS OTHERUISE IIOTEO SO}IE IIIFORI.{ATIOII OF TEST REPORT I.IAY BE PROVIOEII BY OTHERS REIIARKS: Concrete trucks had 6 l/?-'inch slumps at curmulati ve cubic yards of 49 and 56. Jeff and tlagner tlth R.A. l{el son & Associates agreed to reiect each load. COPIES: R.A, elson & Associates, Inc. Torn of Vall i llestern llobilei J V A, Ine-; Grathey Pratt Schultz;Jin H. Davis Bobby J. Hays FIELD OBSERVER APPROVED BY CHEN.NORTHERN, INC. COIISULTIIIG EIIGIiIEERS AIID SCIEI{T ISTS REPORT OF CONCRETE TEST CYLINDER DAT I0: llEcll Enterprl ses JoB l{0. 4 178 93-3 DATE: 6-2-94 Attn: Eustaqulo corti na P.0. Bo:( 3149 SHEET I 0F I l,ai I , C0 91658-3149 PR&IECT: Liftside Building, east of Uesthaven Drive and lr€sti n Hotel , South Frontage Road llest, Vai'l , Colo. P LIICTI,IE I{I LOCATIOI1: EATCH TICKET Il{FoRl.lATIoll SUPPLIER: }festern l,lobi le TRT CK lr0. 97 TICKET 1{0. 123?0 l'rIX DEStGfl lr0. 44 TtllE BATCHED: 9:21 Afi TIHE ARXIVED: 9:55 Al,l TlllE PLACED:10:35 $r-CU. Y0.L0A0/ACCi${: I FIETD TESTIIIG I i{FORI{AT l0ll SA}IPLE TE}IP: 7l 'F AIR TEIIP: 73 T TI}fE TEST TAKEI{: 10:45 AH SLUi{P: 4 ltl. AIR C0t{TEl{T: 4.6I trET UNIT ll€I6HT: 14?.6 JOB SPECI FICATIOIIS: SLUI'IP: |lax.4 lN. AIR C0l{TEllT: 4-8X UATER ADDED AT SIT€ 0 GAL. CYLIIIOER I'{FORI'IATIOII 1|(l. 0F CYLIiIOERS: 6 CYLII'|0ER Sll€: 6"x 12" TlllE CYLITIDERS CAST: I0:55 Al1 IIHERE CAST: On-Site ctR tlic It{FmilATI0r{ It{ITIAL CURE: 0n-Si te OATE RECEIVED AT LAB: --- FIELD ST0RAGE FACILITIES: Heated Trailer BY: ---l.llll/tlAX AGE DAYS DATE TESTEO TOTAL LOAD (L8S) DiAI.IETER ( I r{cHES ) AREA (sQ ril) co[P. sTR . (Psr ) TYPE OF FRACTURE CYTt}IDER UEIGHT (LBs ) CYLII{OER UlI tT IJEIGHT t PcF) 7 7 28 28 28 28 6-9-94 6-9-94 6-30-94 6-30-94 6-30-94 6-30-94 95,000 92,500 lZl ,500 124;000 122,500 i24 ,500 6.05 6.06 6.05 5.05 6.05 6.05 ?8.75 28.84 28.75 28.75 e8.75 .A.TJ 3300 3? 10 4230 4310 4260 4330 shea|. con/shear snear col Lsmar shear shear DESIGII STREIIGTH 4000 PSI O E8 DAYS TESTS BY LASORATORI PERSO}II{EI ARE II{ ACCORDAI{CE UITH APPLICABLE AST}I I'IETHODS UI{LESS OTHERI'ISE NOTED SO}IE I IIFORI,IAT I OI{ OF TEST REPORT I.IAY BE PROVIDED BY OTHERS RE}IARKS: C0PIES: R.A. Nel son & Associates, lnc Torn of Vailt Uestern ilobile; J V A. Inc. i Gwatlmey Pratt Schultz Jin H. oavis Eobby J. flays FIELD OBSERVER APPROVED BY Ar. nuts.I cl l.ntar .r|dpandlrg ourln lrrltlng. prot.ctlon to cll.ntl, ttr. I{bIlc.uthorllatlon for prb'l lc.t{on ofi?ltt.n .pprovll. S!rnPl.. xlll b. lrd our3.lv.3, .ll raFoFtg atAtsr.ntr. Concluiloni o. dlsposcd ol .tt.i tcltlng rr. !ub!|{tted .t th. coafldl.ntlal prop.rt)' ot .rtrlctt from or r.gaidlng out. r.Fortr It msarvcdl3 complatad unlcrs othcf afrangdrGnt! agl..ctl to Forrh t{o. CUEIISA 6/91tha!!! group ol comprnl.s CHEN-NORTHERN, INC. coflsuLTtfl6 €ileIilEfRs AilD SCt EI{TI STS REPORT OF CONCRETE TEST CYLINDER DATA T0: ilECtl Enterpri ses JoB t{0. 4 178 93-3 DATE: 6-9-94 Attn: Eustaquio Cortina P.o. gox 3149 SHEET I 0F I Vail, C0 81658-3149 pR0JECT: Ltftside Building, east of Uesthaven Drive and Vestln Hotel , South Frontag€ Road llest, Vail, Colo. PLACEI'iEIIT LOCATIOTI :llal l "A" Llne, P.3 to P.l. BATCH T: CKET Il{FoRl,lAT lolt TRUCK 1{0. 150 TlilE BATCH€0: l: l2 Pt{ TICKET flo. 0t 2778 TIl,lE ARRIVE0; I :30 Pll SUPPLIER: U€stern I'iobi 1e l.{lx DESlGfi N0. 44 IltfE PLACED: l:38 PI{-CU. Y0. L0AD I F'CCU[: 7114/35 SAIIPLE TEI.IP: AIR COllTEtlI: 4.91 AIR C0llTEllT: 4-8tr FIELD IESTIl{6 I tlF0Rl'lAT I0ll TIIIE TEST TAKEII: --- JO8 SPECIFICATIOI{S: S[UtlP: Z lil. SLUI4P: liax.4 I ll. 73 'F AIR TEIIP: 65 T UET UI{IT 1.'EIGHT: 1IAIER ADDED AI SITE -- GAt. CYLI litlER lt{F0Rl,lATIolt lio. 0F CYLII{DERS: 6 CYLIIIDER SIZE: 6"x 12" Ttl'lE CYLIIIDERS CA$T:IIH€RE CAST: 0n-5i te ffi IIIITIAL CURE: 0o-Site FIELD ST(RAGE FACILITIES: --- DAIE RECEIVEO AT LAB: 6-12-94 BY: Carolvn Adams l'l I]{/f'IAX AGE DAYS DAIE TESTED TOTAL LOAO {r8s ) DIAI.IETER (IilCHES) AREA {sQ Irll cof,rP. sTR . (Psr) TYPE OF ' FRACTURE CYLIIIDER lIEIGHT (LBs) CYLINDER ulilT UEl6HT ( PcF) 7 7 ZB 28 28 28 6- 16-94 6-16-94 | -7 -94 7-7 -94 7 -7 -94 7-7-94 106,000 106,000 139,000 130,500 135,000 137, s00 5.99 5.99 6.00 5.99 5.95 6.00 28.18 28.1S 28.27 ?8.18 z7 .81 24.27 3760 3760 4920 4630 4860 4860 con/shear shear con/spl i t shear con/shear shear DESIGil STREI {GTH 4000 )5I & 28 0A fs TESTS BY LAEORATORY PERSOIIXEL ANE Iil ACCORDAI{CE TITH APPLICABTE ASIII I{ITHODS UI{LEsS OTIIERUISE I{OTED sol.lE Il{FoRl,lATI0ll oF TEST R€PoRT l'lAY BE PR0VIDE0 8Y oTHERS RE}IARKS: COPIES: R.A. l{elson & Associates, Inc.; Torvn of Vail; llestern tlobile; J v A, Inc.; Gliattney Pratt Schultz;Carolyn Adams Bobby J. HaYs FIELD OBSERVER APPROVEO BY A3 r nirtu.l piotactlon to ctlcntB, thc publlc lnd ourl,.lv.t, .ll raport! rr. rsbnltt.d it th. confldl.ntlal ptoP't'ty of cllarta. and ruthofizrtlon for publlcat{on of strt€mont3. conclurlorr oF Gxtrrctt froo or fagar'dln9 ouf lcPort3 lt ra3arv'd il;i;;'J;-;ift:; ;il;;.i: Si.iiii-"iir -i.-arrporcd ol rtt.r t..tine l3 complGtGd unl..r ath€r arrans.m.nt3 !sr"'r to tn srttlng' - ih.,t-. | fio. cl4€rl3A 6/9ri ":l;.; ;i th. EM srosp or cdllg.nlct Fon CHEN.NORTHERN, INC. coIsuLTt lrc E[cIxE€Rs AlrD sctEltTlsTs REPORT OF CONCRETE TEST CYLINDER D TO: liEC Attn: P.O. vai t, PROJECT: Enterprises Euataqri o Cortina Bor 3149co 81658-5149 tfftside 8ui Ldins, JOB Ito.178 93-3 DATE: 6-13-94 .1 SIIEET 1 OF 1 frontage Road Uest, Vail, Coto.east of g€sthaven Driv€ and lleftin llotel, South PtAcEl{EllT LoCATI0{3 gati on P-l frotr rrAr. Line to nur Line. 6ATCN TICKET T IIfOR||IT I OI{ SUPPLIER: UESIETN IIObiIE TRUCK tlo. 150 TICKET llo. 01 2887 tilx DEslGlt HO. t4 TIXE BITCHED: 3:24 Ptl Tll,lE ARRlvEo: 3:40 Pll TItiE PLACED 3 4:05 Pf4- c!. YD. LOAD/ACCIf4: 7114128+ FTETD TESITIG I IIf OiI'NI T O[ SAflPLE TE P: 79 OF AtR IE P: 75 OF TIIIE TEST TA(Eil: 4:07 Pfil SLUHP: 3 lll. AIR Co{TEtlT: 5.2X l,rET UIIT t,ElGBT: JoS sP€CtFtcArIolS: SLUI{P: f{ax.4 ll{. AIR co|llE[T: 4-89 IJATER IDDED AT SITE -- 6AL. cYLrDER lltfoRt{ATlo$l llo. oF cYLIilD€RS: 6 cYLlllDER SIZE: 6xn 1a'. Ill,lE CYLIIIDERS GASI: 4;17 Pil U{ERE CAST3 on'site nntxc t[FonilATtoN l||lTlAL AnE: 48 horrrs &r-Site DATE REGEIVED AT LAB! 6-15-94 FIELD STORAGE fACILITIEE: INSide TTAiICT BY: Carotm Ada0s Hlll/l{ x AGE DAYS DATE IESTEO TOTAL LOAD (L8S) DIAI.IETER ( t ltct{Es ) AREI (sa l||, c0 P.srR. (PSr ) IYPE OF fRACTURE CYLI IIDER UEIGHT (tBs) CYL I IIDERu[tl HEIGll (PCF) 7 7 28 2E 28 n 6-20-94 6-20-94 7-11-94 7-',t1-91 7-11-9t 7-11-94 100,000 101 ,000 130,500 124,500 126,500 126,500 5.99 5.99 5.99 5.99 5.99 5.99 28.l8 28.18 28.18 28.18 28.18 28.1E 3550 3580 4630 4420 4490 4490 con/3hear shear con/sPt i t cotutnar shear con/sheat DESTG STnEllGT]r 4000 pst e 28 oAvS TESTS gY TAEORATORY PERS(aIIIEI ARE III ACCMDAilCE I'TTII APPLTCABIE AST }IETHODS UiILESS OIIERgISE XOTED S(|,lE IflFoRlllTIO[ 0F TEST REPoRI llAY BE PRWIDED SY OTIIERS NE ARKS: CoPIES: R.A. iletson & Aesociates, lr:c.; Tonn of Vaiti lrestem obile; J V A, lnc.; GHathffiy Pratt sehultzi Carolyn Adans Bobby J. Hays FIETD OESENYEN AFPR(ryED BY Ar . riutrrlt trotrqtioh to clidrti, th. psblic .nd ov]3.lv... .ll Fpoai3 .,c.ubfiitt d .. th. confidi!.ti.l p,op.lty ol dhnta, and anlhorhttion fo. publloation ot rllt€maota. Conduriohr of axlractt from o.,agq.dirt osr a€Potta ia t 3.w.d pqrdnC our writt .r rppaoval. Semplar $rill ba diapoaad of aftar tarting ir oomplatad unl..r of|6? artlnlsndilt .gr..d lo in w.lting. A mcmbu ol thc !!! 0roup of co.np.nica Fom t'lo. CM€l13A E/91 t CHEN-NORTHERN, INC. coitsuLT I flG E||GI|EERS A|JD SCtEflttSTS REPORT OF CONSTRUCTION ACTIVITIES _q$jP T0: H€Cl{ Enterprises JoB tlo. 4 178 93-3 DATE: 7-l-94Attn: Eustaquio Cortina P.0. 8ox 3149Vatl, C0 81658-3149 oAILY REPoRT tlo. 86 SHEET I 0F 1 PR0JECT: Llftside Buildlng east of Uesthaven Drive and \lestin Hotel , South Frontage Road ltest, Vail, Colorado. UEAIHER COIIDITIOI{S AI{D TEIIPERATIJRE :Sunny - 60 to 74 degrees F. COI{TRACTOR'S COIISTRIJCTIOII ACTIVI TIES PERSOIII{EL: i'lAJ0R EQUIPlltliT: Crane, Concrete Pump, Concrete Trucks. ACIIVITIES: Placing concrete for drivenay into parking lot. CHEI{-IIORTHER'I'S SITE ACT]VITIES Huntingdon (Chen-llorthern ) arrlved on-site as requested and performed slump, air, and tg$perature tests on concrete to be placed. Two sets of cylinders yrere cast for corpressive strength testing. VERBAI. CO},IiIIIII ICAT IOII VITH COIITRACTOR, EIIGIHEER, ARCTI]IECT, OVIIER Jeff rith R.A. llel son & Associates was i nf onrEd of field test results. COPIES: R.A. J V A, Inc.; l{el son & Associates, lnc. 6watlnley Pratt Schul tz Town of Vai I ; I I I Jim H. Davi s FIELD OESERVER Fred R. Canenon APPROYEO 8Y A''..iuturl rrot.ctlo|r to cllantr. tha publlc.nd ourt.lv.3, .ll F.Fortr ata tsbfiltt.d rs th. €ontldcntl.l Frop.rty ot our cll.nts, .nd .rthorla.tlo; for publlcrtlon of sirtrcrirt. Co||clurlon3 or ritrrctr iroar or rrgrrdlng otr r6port. lt r.3.rv.d peDdlnt orr' r|rt tt.n .pprov. l . Srnplr3 r,lll to dirpor.d ot.ttar tastlng la corDlctcd ul|l.tr oth.r rrr.ngir.nt3 at'e .grc.d to In rrFltlnt. A rri|5.|" of th. !l!! gr.oup of cor'p.nl.r € CI{EN-NORTHERN, INC. co{sutTlils EIGII{EERS Am sclElr, sls REPORT OF CONSTRUCTTON ACTTVTTIES TOI l'lEcr Enterpflses JoB tlo. 4 178 93-3 DAIE: 7-1-94 Attn! Eustsquio cortina P.0- Box 3149vail. 00 81658-3149 oAILY R€PoRT ll0. 86A sllEEl I oF 3 : Liftside Building East of uesthaven Driv€ and Uestin llotet. south Frontage Road ltest, Vail, Cotorado. REPORT 0F: STRUCTURAT STEET lhe high strength botts ard r.elds oefe visually obcerved on the Portecouchers betre€n Grid Lines t to E arid P6 to p8. Ihe botts ||ere acceptable except on the tube rt€el cotums at P6 and P8 on E Lihe. Thefe rere no pr€cost anchof bolts as shom on Zifi*or Draving E 69, section E. Thc full penn relds xcre visuatly observed and the top flange of the diagonsl tJ Zl Roof Beam at P6 €rd PB on f Line did not have I backing bar so the connectiorE did not have a corplete fused boot pass. Ultrssonic tasting on atl of the fult penn relds rill be conducted on Juty 6, 1994. The fitlet relds eere visually observed and xere deterflined to be acceptabte except on Line E at P6 and P8- fhe diagonat !l 14 Roof Beam that connects to the top of the 12x12 tube steet colum $as not nelded. This connect i on shautd b€ Hetd€d as shsHn on zinkor oraxing E 69, section 0, Jeff ard larry ulth R.A. tlet6on & Assaciates uere informed of |rly observat i oris. R.A. uetson & Associates, lnc., Attn: r. Rick Agate; J v A. l.rc.; GvattmFy Pratt Schutta; ITor{| of Vait, Attn: Xr. Dan stanek; I| oarretl Huss fred R. coneron I FIELD oBsEnvER APPRoTED BY PNOJECI COP I ES: A3. nutu.l protactton to cllant*. th. publlc aral our*Glvar, all rcport3 .r. sutrrlttad 13 thc conftd.ntl.l p.'op.rty of our cli€nta' .rd rsthortzotton tor DuDllc.tlotr ot 3trtin nt. Conclu.lons or .rtractt ffo|| or r.glrdlnt our r.ports ls ?.3€re.d pc1|dlng our wrlttcn .pprov.l. S.mlas rrlll ba dir!o3.d of aft.r t.3tl|l9 lt cohpl.t.d unl.ts oth.r lrrlng.firnts 4r. agr..d to t.l wrttlng. A in rrb.r ot thc [!! grore o{ coiF.nt.r !.r rn. d-ro2../tr . -2. Ir7./os/s' 12:07 H"::;-l.,t"t* "T=T:ff", .,C*:* sPRrNGs @ooe o: ^d3 llliltl$ iaspccrion Ine. .j vtsuAL ntsgEclrtill HEPOfiT fio' a"twl-.#.4ii .d$|Tnd. r roc*tror l.fh.& @on *-T'o'-3J&3' p*cE I or liltPFfloll Flrtrlilos FOhI vtr U\J ,r.*eolto,n ,o^*rOJrl! .f R of L*,. Jo col.,..^ .o^,*o{***S' ----- cl 6rr& B, d l*-- qt. gF, f lt,*.s.'} f4r..'.*/ n.,.,*.{&',g' - r-\rtl- ,,^ Dt. *',,,,u o^ *t1' U& - "*r{*{ ;s *€o{g{-49--if'- ,Lrfg.-{r- fu$a'r. lrrr- *'eL,0 l^ {dJ' tll o{Lz ..nl& b#L ll|t.*4-If.l..-f -r(o. .. A. {o. t.dT flril"tlf CN.TEIIT SHALL HTVE FTIIAL iuff,ffiT!' ATID RBEFSISIBILII| FON $In rGCEFrrtEs tIF rLL cXrl|BttTl0d AESUI'T'' IHTEiFNE?AIIOT / 07/06/94 12:07 FAr so3 | oflo tFr6aita !trt'l CEEhI-NORTEERN I ftrsrts:e5 t85 ullnffflilc rEsoPr A8c6c.1i of ;a ";#J" SPRINGS E0 oor ql 363Itffi Inspection,Ine- Ctie* llr"*{t1+o^ 6r5}*rtl1 4 f nvlro..'r*.^{q.l u I "c. -rfdm tlF+tt,| P.oyrl , $nS( ,to .'/'d-u:J-3b7--mrrr.iEef--rth.-#93--q*zz -E,lzi-lt gafe-lrsum 5aa [Jo-r , ..- ftlit.tr ICFIJxaE4D- {- l?z? -t' -'-r un - p-rgrr* 3*- - mgra aact{ i CHEN.NORTHERN, INC. COI{SULTItIG TIIGIIIEERS AIID sCIEIITISTS REPORT OF CONCHETE TEST CYLINDER DATA F..T''\:: ..:a ':-: JuL 1s94 't 3 iou'Hili'" H k-^rsrmng %torrgP I0: ilE0ll Enterpri ses JOB l{0. 4 178 93-3 tlATE: 7-5-94Attn: Eustaquto Cortl na P.0. Box 3149 SHEET I 0F 2Vail. C0 81658-3149 PR0JECT: Ltftside Suilding, east of llesthaven orive and lrestin llotel , South Frontage Road tlest, Vail, Colo. PLACEIIEI{I LOCAII OI{ :Deck Topping in Underground Stnucture. BATCH TICKEI Il{FORftATIoil SUPPLIER: Uestern l'lobi le TRUCK r{0. 189 TICKET lr0. l31l l.lIX DESIGI{ t{0. 44 TIIIE BATCH€D: 7:39 Al,l Ttt'lE ARRIVED: 7:55 Alil TII'IE PLACED: 8:10 Alil-CU. Y0. L0AO/ACCtlll: 717 FIETO TESTIl{G l I,IFORI,IAT I OII Tll{E IEST TAKEl,l: 8:?0 Al{ JOB SPECI FICATIOI{S: SLUI'IP: -$,.llt.. SLUilP: llax.4 I t{. SAI.IPLE TEI'IP: AIR C0l'lTEllT: 6. 0$ AIR COl,lTEtlTr 4-81 67 'F AIR TEIIP: 62 "F ltEI UIIIT llElGHT: 139.9 VATER ADDED AT SITE 6 GAL. CYLII{OER II{FORMIIOI{ H0. 0F CYLtllOtRS: 6 CYLIIIDER SIZE: 6"x f?" TIIIE CYTMDERS CAST: 8:30 Al{ IJHERE CAST: 0n-Site cuRllt6 IriFoRr,rATI0ll Il{lTlAL CiIRE: Z4hours DATE RECEIVEO AT tA8: On-S i te 7-6-94 FIILD STORAGE8Y: Jim H. FACILITIES: lnsulated Davi s tt t{/ltAx Box AGE DAYS DATE TESTED TOTAL LOAD (rBs) O I AI{ETER ( INCHES) AREA (sQ rr{) cof4P . sTR. (PSr) TYPE OF FRACTURE CYL IIIDER lIE I GHT (LBS) CYL I1{DER UIIIT l'IE IGHT ( PCF) 7A 7A ?84 284 284 H Z8A H 7 -L?-94 7- l?-94 8-Z-94 8-2-9{ 8-?-94 8-e-94 63,000 8l,500 6.00 6.00 28.27 28.21 2940 ?880 DESIGI{ STREIIGTH 4OOO PSI 8 ?8 OAY5 IEST5 BY LABORATORY PERSOilI{EL ART Iil ACCOROAIICE I.IiTH APPLICABLE ASTI,I }IETHOOS UI{LESs OIHERUISE IIOTED SOI.IE IiIFOR}IATIOI{ OF IEST REPORT }IAY BE PROVIDED BY OTHERS REMRKS: Set "A" does not contaln fiber nesh. C0PIES: R.A. llelson & Associaies, lnc.; Town of Vaili Vestern l'lobi I e; J V A, Inc.i G{attney Pratt Schultz;Jim H. oavis Bobby J. HaYs FIETO OBSERVTR APPROVED 8Y A3 . fi.rtu.I protactlon to cll.ntt, th. p{bllc cll.nt3r .nd !uthorlzrtion for poblic.tlan of pcndlng our rrltt.tr .pproval. S.mpl.s rrlll b. ln r|Fi ttng, A F!|ber af th! !!! graup of co|np.nl.3 .nd ourlalva3, tl I acports atataitEnta. Conclutlont ordltpor.d of rftar taiting .rr rsbrltt.d aa th. confldlantlal Propcrty of .rtFact3 frori or Fagrrdlng our r'!Port3 l3 iatarvad lE cdr!l.t.d unlr!r;th.r ir.lngcmant3 !Eraad to Forl|l flo. Cfigll3A 6/91 CHEN.NORTHERN, INC. c0 sulTIN6 Elt6IilErRS A 0 5Ct El{T t STS REPORT OF CONCRETE TEST CYLINDER DATA Ar r ftturl piotact{on to cll.ntrr th. publ{c and ourt.lv.r. .ll F.port3 arc 3ubrlttad 13 th. contldl.ntlal proF.rty ol cllantr, ahd.uthorl:rtlon tor pobllcrtlon ot rtlte|t|.nt3. Conclurlong or axtrrcts ?rod dr Faqrrtlng our rcporta l3 r.3.rvad Dandlng o(f rr.ltt.n .Dproval. Sr||Fl.3 rlll br dlrporad of !lt.r t.ttlng lr compl.t.d unlrrr athar .rF.ng.d.nt3 rgr..d t. ln brltlrg. A n r6cr ;t thr E!! group of colttp.nl.. Foftr flo. cf.lEll3A 619l JOB l{0. 4 l?8 93-3 DATE: 7-5-94T0: tlECll Enterpri sesAttn: Eustaquio Corti na P.0. Box 3149 SHEET Z 0F z Vai l, C0 81658-s149 PR0JECT: Liftside Sullding, east of l'lesthaven Orive and l,estin Hotel, South Frontage Road lJest, Vail, Colo. PLACEI{EIIT LOC,ATI OI{ :Deck Topping in Underground Structure. EATCH TICKET I IIFORTATI()II ]RUCK fto. 161 TIIIE EATCHE0: 9:02 Al{ TICKET l{0. 13ll TIME ARRIVED: 9:20 Al.l T tt'tE SUPPLIER: l{estern }{obi I e l'l Ix 0tsl6il flo. 44 PLACED: 9:35 Ail-CU. YD. L0AD/ACCU||: 7/21 FIELD TESTII{6 INFORilATI0ll SAI.IPLE TEI{P: 69 "F AIR TEi{P: 68 'F TIiIE TEST TAKEI{: 9:45 Af,l SLUiIP: 3l/4 IN. AIR COl{TEtlT: 5.8% UET Ul.llT IIEIGHT: 140.1 JOB SPECIFICAT IOliS: SLUl.lP: llax.4 It{. AIR COI{TEI{T: 4-8% I{ATER ADDED AT SIT€ 0 GAL. CYLII{DER II{FORI,IATIOt{ l{0. 0F CYLIf{DERS: 6 CYLIT{DER SIZ€: 6"x l?" Ttl.lE CYLINDERS CAST: 9:55 Atl I{HERE CAST: 0n-Site cmlil6 Il{F0Rr,rATI0r{I ITIAL CWE: Z4hours On-Site DATE RECEM0 AT LAB: 7-6-94 FIETD STORAGE FACILITIES: Insulated 8ox 8Y: Jim H. Davis ll I I'llf.lAX AGE OAYS DATE TESTED IOIAT LOAD (tBs) OIA}IETER ( 1r{cHES) AREA (sQ il{) c0l'tP . sTR . tPSi l TYPE OF FRACTURE CYL II{DER I'T I6HT (LBS} CYt IIID€R UflIT UEIGHT (PCF) 78 7B 28B 288 288 H ?88 H 7-7?-94 7-LZ-94 8-2-94 B-2-94 8-?-94 8-?-94 88,000 91 ,000 6.00 6.00 28.27 28.27 3lt0 3220 OESI6II STREIIGTH 4000 PsI s 28 DAYS TESTS BY LAS0RATORY PERsolttlEt ARE lll ACCORDANCE I'IITH APPLICABLE ASTl.l I.|ETHODS Ul{LgSS OTH€RVI$E t{0lED SOI4€ II{FORI.{ATIOI{ OF TEST REPORT I,IAY B! PROVIDED BY OTHERS REI,IARKS:Set "8" contal ns Flber llesh. COPIES: R.A. l{elson & Associates, Inc Totrn of Vail; Uestern llobilei J V A, Inc.; Gwattmey Pratt Schultz Jim H. Davis Bobby J. Hays FIELD OBSERVER APPROVED 8Y r:-' CHEN.NORTHERN, INC. C0l,lSUtTI l{6 €t{GIl{EERs ANo 5CIE'{TISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: tfECll Enterprises J08 ilo. 4 178 93-3 DAIE: 7'6-94 Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F Iva , C0 81658-3149 PRoJECT: Liftside Suilding, east of llesthaven orive and Vestin thtel , South Frontage Road t{est, Yail, Colo. PLACEI{EI{T TOCATIOII:oeck Topping in Underground Structure. BATCH TICKET IHF0R}|ATI0|{ SUPPLIER: l{estern l'lobi I e TRUCK l{0. 189 TICKET tlo. 13139 l,llx Dt5l6t{ l{0. 44 TIIIE EATCHED: 7:09 All TIIIE ARRIVED: 7:35 Atl TIlilE PLACE0: 7:45 AI1-CU. Y0. L0A0,rACCUl'l: 717 FIELD TESTI 116 I IIFORI.{AT I OI{ TIIIE TEST TAKEI{: 7:55 Al'l JO8 SPECIFICAT IOIIS: sLU P: -6 l/? IN. SLUMP: llaf.4 I t{. SAI.IPLE TEI.IP; AIR COI{TEl'lT: 6. 7I AIR COI{TE|{T; 4-8X 6S "F AIR TEMP: 63 'F . lrET Ul{lT }JEI6HT: --- !,ATER ADOED AT SITE 5 GAL. CYL I ilOER INFORI.IATIOI{ t{0. 0F CYLIII0ERS: 6 CYLII'IDIR SIZE: 6"x 12" T ll.tE CYLIiIDERS CAST: 8:05 Al,t llH€RE CAST: on-Site CURIIIG I]{FORIIATIOII II{ITIAL CURE: 0n-Si te DATE RTCEIVEO AT LA8: FIELD SToRAGE FACIIITIES: Insulated Box BY: Jim H. Davis l'l! lllllAx A6E DAYS DATE TESTED TOTAL LOAD (LBS) DIAI.{ETER ( rICHES ) AREA (SQ IN) c0ltP.5TR. (Psr) TYPE OF FRACTURE CYLlNOER UE IGHT (L8S) CYL II{OTR UIIIT UEIGHT (PcF) 7 z8 28 28H ?8H 7-13-94 7-13-94 8-3-94 8-3-94 8-3-94 8-3-94 73,500 75,500 5.98 qoa 28.09 28.09 2620 ?690 snear snear OES16I{ STRENGTH 4000 PsI 0 28 DAYS TESTS BY LABORATORY PERSOililEL ARE It{ ACCORDAME !'ITH APPLICABLE A5TI.I i,iETHODS UI{LTSS OTHER!'ISE OTTO SOI,IT I IIFORI4AT I OII OF TTST REPORT iIAY 8E PROVIDED BY OTHERS REI.{ARKS: CoPIES: R.A. lblson & As3ociates, Inc. i Town of Vail; Uestern I'tobi le; J v A, Inc.; fi/athney Pratt Schultz;Jim H, Davis Bobby J. Hays FIELD OBSTRVEN APPROVID BY Ai I r{tu.l Frot.ctlon to cl{anta, tha gubl{c cllanta. and .uthorlz.tlon foi publlcatlon ofprndlig ouF *rltt.n.DpFovrl. SdDplaa wlll b. ln |rtltln9. A irnbar, ot th. !!! lroup ot aoftplnl.t end o{r.3alvai, rll Faportt rtatc|larts. Concl u5lons ordlrpor..l of .ft€r tlrtlng .ia inbot?taal .3 th. co.rfidledti.l PioFrity of artractS froo of rcgafdlng our raports l5 rarcrvad i5 coriplataal unla3t othcr arrangafiante tgr.c,r to Forn o. cl'lElt3A 619! I GHEN-NORTHERN, lNC. CONSULTI 116 €IIGTilTERS A]{D SCIEIITISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar i Fr.tu.l prot.ctlon to cllants, th. lubllc rnd ou*alvar, all rrports rrc rtbnltt.d ts th€ confldlcntlrl Propcrty of ell.ntr, d||d;gthorlr.tlon for publlc.tlon ot rt.tdr.nti. Conclurlons or Gxtnctt frolr or r.gardlng our rtport3 !:,I:":fttdpiiairig'"ri-*ni{iin ittrovrt. Sanrptos rrtlI b. diipo5.d of.ftcr t.stlng le corplct€d unlcas oth.F .Firn9.tn67|tE .gr..d to ln wiltln9.i rt rllbe" ;i th. E!! gro$p ot coitp.trl.s Forn tlo' c Ell3A 6/91 |.. Vj T0: ltE0il EnterDri ses J()B l'10. 4 178 93-3 DATE: 7-7-94 Attn: Eustaquio Cortina P.O. Box 3149 SHEET I 0F I Vail, C0 81558-3149 PRIJECT: Liftside Buildlnq, east of !{esthaven Orive and Vestln Hotel , South Frontage Road llest, Vail, Colo. PLACEI.{EflT LWATIOII:Loner Level Decks, Parking Garage. BATCH TICKET lilFmMATIOll 'SUPPLIER: llestern tlobile TRUCK ilo. 114 TICKET ilo. 1318 llIX DESI6i{ ll0. 44 TI E EATCHED: 7:38 Al'l TII{E NRIVED: 8:00 Ai{ TIr,lE PLACED: 8:15 AM-CU. YD.L0AD/ACCUI|: 516 FIELD TESTIl{C I I{FORI.iAT IOI{ TIl,lE TEST TAKEI{: 8:25 A}l JOB SPECIFICATIOI{S: SLUitP: 5ll2 Il{. SLUltlP: l,lax.4 Ifl. SAI.IPLE TEI,IP: AIR C0 TE T: 6.0X AIR C0llTEllT: 4-8i( 65 "F AIR TEiIP: 53 "F UET Ul{lT UEIGHT: 139.0 I.'ATER ADDEO AT SITT 5 GAL. EYLINDER IIFM}iAT IOI{ l{0. 0F CYLII{DERS: 6 CYLIT'ID€R SIZE: 6"x 12" TIIIE CYLIN0ERS CAST: 8:35 All |IHERE CAST: on-site cwilic lflF0RilATlolr I|IITIAL CURE: ?4 hours 0n-Site DATE RECEMO AT LAB: 7-8-94 FIELD ST0RAGE FACILITIES: Insulated 8ox 8Y: Jirn H. Davis ill l{/}'lAX AGE DAYS DATE TESTED TOTAL LOAO (L8s) OIAtlETER ( IilcHEs ) AREA (sQ It{) couP . sTR . (PSI ) TYPE OF FRACTURE CYLII{I}ER tIEI6HT (LBS) CYLII,IDER ul{IT uEt6HT (PcF ) 7 7 28 28 ?8H 28H 7-t4-94 7 -14-94 8-4-94 8-4-94 8-4-94 8-4-94 80,000 84,500 5.98 6.00 28.09 28.27 2850 ?990 DESIGI{ STREI{GTH 4OOO PSI € 28 DAYS TESTS BY LABORAIORY PERSOI{]{EL ARE II{ ACCORDAIICE UITH APPLICABLE ASTI,I IiIETHODS UI,ILESS OTHERIIISE NOTEO SOI.IT II{FOR}IATION ()F TEST REPORT I.IAY BE PROVIOED BY OTHERS REI{ARKS: observed sernl -hardened chunks of concrete coning out of chute of Truck t{o. ll4. Driver picked chunks out of hopper. CQPIES: R.A. t{elson & Associates, Inc.l Town of Vail; lJestern liobi le; J V A, Inc.; Guatlnrey Pratt Schultz;Jirn H. Davis Bobby J, HaYs FIELD OBSERVER APPROVED BY u+ CHEN.NORTHERN, INC. coNsuLTI116 il{Gil{EERS A]{D SCtEr{TrSTs REPORT OF CONCRETE TEST CYLINDER DATA 3;fa+'''"'I ruo r4 'i, *S*i'ff-'d T0: HECII Enterpri ses JOB l{0. 4 178 93-3 OATE: 7-8-94Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F 3Vail, C0 81658-3t49 PR0JECT: Liftslde Building, east of l,esthaven Drive and tlestln Hotel , South Frontage Road l{est, Vail, Colo. PLACEI{EI{T LOCAT ION:Large Deck on liorth Side of Job. SATCH TICKET IllF0RltATIOll SUPPLIER: Uestern Hobile TRUCK [0. 158 TICKET ilo. 1323 iltx 0E5IG lto. 44 TII'fE BATCHED: 6:42 All TIilE ARRIVED: 7:01 AM Titi{E PLACED: 7:05 All-CU. Y0. LOAD/ACCI}|: 7135 FIELD TESTI'IG Il{F0RllATIOll SAXPLE TE}IP: 67 'F AIR TEl,lP: 65 'F TIll€ T€ST TAKEI{: 7:10 M SLtlltP: 5 l/2 I1{. AIR C0t{TfllT: 6.1* ttET UI{IT I,EIGHT: JOB SPICIFICATIOIIS: SLtlllP: |lax.4 Il{. AIR C0l{T[xT: 4-8X I,ATER AD0ED AT SITE 6 GAL. CYL II{DER I I{FORI{AT IOI{ ll0. 0F CYLII{DERS: 6 CYLINDER SIZE: 6"x l2' TIl,lE CYLII{DERS CAST: 7:20 All VHERT CAST: 0n-Site cuRIl{6 I l{FoRt'tAT 101{ I]{ITIAL CIJRE: On-Site FIELD ST0RAGE FACILITIES: Insulated 8ox DATE RECEIVED AT LAB: 7-ll-94 BY: Jim H. Davls l{I[/llAX AGE DAYS OATE TESIEO TO]AL LOAO (LBs) O I AI,IETER (rflcHEs ) AREA (sQ rr{) col{P . sTR. (Pst ) TYPE OF FRACTURI CYL INDER VE I6HT (LBS) CYL II{DTR UI{IT UEI6HI ( PcF) 7A 7A ?84 284 284 28A H H 7-15-94 7-15-94 8-5-94 8-5-94 8-5-94 8-5-94 79,500 83,000 5.98 5.97 ?8. 09 27 .99 2830 2970 DESIGI{ STREilGTH 4OOO PSI S 28 DAYS TESIS 8Y LABORATORY PERSO]IIIEL ARE III ACCORDAIICE I.']TH APPLICABLT ASTI.I I.IETHODS UI{LESS OIHERI'ISE IIOTED SOI.IT IIIFORI.IATIOII OF TEST REPORT }IAY 8E PROVIDEO SY OTHERS REiIARKS: COPIES: R.A. ]{elson & Associates, Inc Town of Yail: lrestern l,lobile; J V A, Inc.; Gwathmey Pratt Schultz Jim H. Davis Bobby J. Hays FIELD OBSERVER APPROVED BY Aa. ftrteal Fr.ot.ctlon to cll.ntt, tha publt€ and osrr.lv.3. rll r.poFti cll.6t'3, rnd rrthor.lzatlon for publlcrtlon of 3t.t.fi€nt3. Conclu3lonr orpcndlng ou|^ urlttan approvrl. S.inpl.3 r.lll b. dl3po3.d of aft.i t.3tingln r|.lt.ln9. A nsnb.r of th. E!! group of co p.nl.3 arG iubmltt.d a3 th. confldlantlal ptop.t'ty ol axtiaca3 trqn or r.gl|.dlng oul raFortt 13 raaaFv.dla cooplatad unla3l othar aarangaoantr rgraad to Forn xo. Cl{Ell3A 6/91 1a CHEN-NORTHERN, INC. c0l{sutTlr{G Eficll{EERs Ar{D scl EI{TI sTs REPORT OF CONCRETE TEST CYLINDER DATA Ai a mds.l protactloo to cll.nt3, th. publlc rnd ourrelv.tr .'ll r€portr .ra 3ubmlttad .s th. conlldlrntlal ptop.Fty ot cllantr. and a{ttrorltatlon for Fubllc.tlon of itrtcr.ntr. Conclualona or axtractr fFo|r or r.g.r'dltrg our rapoFtt lt r.tat'v.d p.ndl|rg our rrlttan approvrI. Saopl.r rrlll bc dlrposcd of rltar tastlnE l3 coopl.tad unl.tr othcr rrrallgsn ntt rgl^'ted lo In rrlilno.i--;il;;-;i th. E!! rroup of c6n.nl.r Fonn o. ci{tll3A 6/91 I0: I{EClf Enterprises JoB t{0. 4 178 93-3 0AIE: 7-8-94 Attn: Eustaquio Cortina P.0. Box 3149 SHEET ? 0F 3Vail, C0 81558-3149 PR0JECT: Ltftside 8uilding, east of Uesthaven Drive and Uestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEI.IE}IT IOCATIOII :Large Oeck on llorth Side of Job. EATCH TICKFT IllF0Rf,lATI0ll SUPPLIER: l'lestern llobile TRUCK lto. 189 IICKET !r0. 1323 lflX DESIGN r{0. 44 TIIiE BATCHE0: 7:09 AH TIiIE ARRIV€D: 7:31 Atl TIME PLACED: 7:41 Al,t-CU. YD. L0AD/ACCUi4: l163 FI€LD TESTfilG I llFORllAT l0lt SAMPLE TEHP: 68 'F AIR TEl'lP: 68 'F TIIIE TEST IAKEI{: 7:50 A}t SLut{P: 5 3/4 It{. AIR C0tlTEt{T: 6.?Z llET UNIT I{EI6HT; J08 SPECIFICATI0I{S: SLt}lP: ilax.4 I . AIR C0[TEI{I: 4-87 VATER 400€0 AI SITF 5 6IL. CYTII{OER IIIFORilATIOI{ ll0. 0F CYLII{OERS: 6 CYLIIIDER SIZE: 6"x 12' Tll'lE CYLIIIOERS CAST: 7:55 Al{ VHERE CAST: on-site CURI IIG IIIFORI{ATIOII II{ITIAL CURE: On-Slte FIELD ST0RAGE FACILITIES: Insulated Box DATE RECEMD AT tAB: 7-11-94 8Y: Jim H. Davis illl{/llAx A6t OAYS OATE T€STED TOTAL IOAD (LBS) OIAI'IETER ( r ncHEs ) AREA (sQ It{) COMP.sTR. (Psr ) TYPE OF FRACTT',RE CYL Ii{OTR UE IGHT (L8s) CYLI}It)ER UI{IT I'EIGHT (PcF) 7g 7B e8B ?88 288 H ?88 H 7-15-94 7-15-94 8-5-94 8-5-94 8-5-94 8-5-94 90,000 87,500 5.98 5.97 28.09 27 .99 3200 3130 OESIGI{ STREI{GTH 4OO() PSI @ 28 DAYS TESTS BY TABORATORY PERSOII}IEL ARE IT ACCORDAI{CE YITH APPLICABLE ASII,I I{ETHOOS UITLESS OTHERI,']SE I{OTED SOI'IE IIIFORI,I/ITIOI{ OF IE5T REPORT }IAY BE PROVIDEI) 8Y OTHERS REIIARKS: COPIES: R.A. telson & Associates, Inc.; Town of Vail; llestern llobile; J V A, Inc.; Guathney Pratt Schultz;Jim H. Davis Bobby J. HaYs FIILD OBSERVER APPROVED 8Y CHEN.NORTHEHN, INC. COIISULTII{G EI{GIIIIERS AI{D SCI€lITISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: llECll Enterpri ses JOB l{0. 4 178 93-3 DATE: 7-8-94Attnl tustaquio Cortl na P.0. Box 3149 SHEET 3 0F 3ValI, C0 81658-31'f9 PROJECT: Llftslde Bulldtng, east of Uesthaven Drive and l{estl n Hotel , South Frontage Road llest, Vall, Colo. PLACTHEIIT LOCATIOII:Large Deck on llorth Side of Job, BATCH TICKFT I flF0RllAT I0t{ SUPPLIER: lJestern iloblle TRUCK lto. 150 TICKET 1{0. 1324 l'{lx DtStGN ilo. 44 Tlf,fE BATCHEO: 8:34 Al'l TIl.lE ARRIVED: 8:55 A|l TlllE PLACEO: 9:05 A|{-CU.YD.LOAD/ACCUI|: 7lll?tl63 FIELO TESTIIIG I IIFORI,IAT I OII SAMPLE TEMP: 68 "F AIR TE}IP: 69 'F Tlt{E TEST TAKE|{: 9:10 A}l SLUl,lP: 4 3/4 lil. AIR CoNTEI{T; 5.5?( llET UlllT I/EIGHT: J08 SPTCIFICAI I0l{S: SLUIIP: }lax.4 I1{. AIR C0l{TEtiT: 4-8X |ATER ADDED AT SITE 5 GAL. CYTIIIDER I}IFffi IIATIOII ll0. 0F CYLII{DERS: 6 CYLII{DER SIZE: 6"x 12" Tl[|E CYLIIIDERS CAST: 9:20 All IIHERE CAST: 0n-Site CMIfiG IflFORI,IATIOil Ii{ITIAL CtfiE: On-Site FIELD ST0RAGE FACILITI€S: 0ATE RECEIVED AT LAB: 7-ll-94 BY: Jim H. Davis l{ I t{/l,lAj( AGE DAYS DATE TESTED TOTAL IOAO {LBs) D IAI.IETER ( Ir{cHES) AREA (sQ Ir{) COI,IP . STR . tPst) TYPE OF FRACTURE CYLII{OER !,EIGHT (r8s ) CYLII{DER UIIIT I'EIGHT (PCFI 7C 28C 28C z8c H 28C H 7-15-94 7-15-94 8-5-94 8-5-94 8-5-94 8-5-94 89,000 90,000 6.00 5.99 28.?7 2e.18 3150 3I90 DESIGII STRE}IGTH 4OOO PSI O 28 OAYS TESTS BY LABORATORY PER$]{IIEL ARE I1{ ACCOROAI{CT UITH APPLICASLE ASTI.{ I.IETHOOS UI{LESs OTHERI{ISE I{OTED Sol,lE Il{F0RilnTIoll 0F TEST REPoRT l,lAY BE PR0VIDED 8Y oTHERS REI.IARKS: C0PIES: R.A. llel son & Associates, Inc Td{n of Vail; llestern lioblle; J V A, tnc.; Gwathrcy Pratt Schultz Jim H. Davis Bobby J. Hays FIELO OESERVTR APPROVED BY ' A! a nrrtu.l Frot.ctlon to cll.nt3r th. publ{c rnd o!rr.lv.r. .lI r.Fort3 .r! iubmltt.d ri th. confldl.ntl.l pt'op.rtlt of Gllanti, anal authoilratlon {or Frbllcatlon of ltrtd|.nts. Conclt|rlonr or.rtractt from or ragrrdlng ogr raportr l3 raaarvad pa|idlng oot. *r.ttta. apFt ovrl. Srr|pl.i wlll b. dlipor.d of 6ft.r tr3tlng lr conpl.t.d snl.3i othar.ii.rg.tnntr rgr(d to in l|.lting.a r.rb.r it tt. !!! ErosF ot coprnf.3 Fonn t{o. c Ell3A 6/19l t' {""7 $"-i,1,:,,,:- .? qffi*?-fCHEN.NORTHERN, INC. coltsutltxc EIGIIEERS Alto sCt EIT I sls REPORT OF CONSTRUCTION ACTIVITIES T0: llECll Enterprises JoB l{0. 4 l7A 93-3 oATE: 7-8-94Attn: Eustaquio Corti na P.0. Box 3149 Vai l, C0 81658-3149 DAtLy REP0RT ilo. gt SH€EI t 0F I PROJECT: Liftside Building east'of lresthaven Orive and Uestin Hotel , South Frontage Road !,est, Vail, Colorado. I{EATHER CONOITIONS AI{D TEI4PERATURE:Sunny - 75 degrees F. COI{TRACTOR'S CONSTRUCTIOI{ ACTIVITIES PERSOI{NEL: l.lAJoR EQUIPI4EI{I: Concrete Punp Truck ACTIVITIES: Placing concrete for large slab on north side of jobslte. CHEITI.IIORTH€RI{'S SITE ACTIVITIES Huntingdon (Chen-l,lorthern) arrJyed on-site as requested to perfonr sl urnp, air and temparature tests on concrete to be placed. Ue cast three sets of six cylinders for ccnpressive strengthtestlng, A total of 168 clbic yards of concrete was placed. Concrete compressi ve strength test resrlts will be rntled under seDarate cover. VERBAL C(II,$IUIIICATIOI{ T'ITH Jeff with R.A. l{el son CONTRACTOR, EilGII{EER, ARCHITECT, OUI{ER & Associates was i nfonred of test results. C0PIES: R.A. flelson & Assoclates, Inc. J V A, Inc.; Gwathrcy Pratt Schultz forn rt Vatt;l Jim H, oavi s FIELD OB5ERVER Fred R. Cam€ron APPROVED BY Aa r mqtu.l prot.ctlon to cli.ntr, tha pitbllc.nd ours!lv.!, .ll r.port3 6rc irbIlittcd.r th. confldantl!l prop.rty of our cll€ntr, .nd.rthoilz.tlon for prbllc.tloh oi strt.m.nt. Conclurloni or ortrlct3 f|.ot|t o|. rcg.rdlng orr r.port. lt raaarv.d p.ndlng osr ?rltter .pprov.l.Sr|lpl!3 r{ll b. dlrpo3.d of.tt.r t..tlhg la coopl.t.d unl.3r othrr r!"r!n9c.r.nt3 rrc.gr..d to In r.iltln9, A mrrb.r of th. !!! group of comp.nlct CHEN.NORTHERN, INC. CONSULTI116 ENGII{EERS AIIO sCIEIITIsTS REPORT OF CONCRETE TEST CYLINDER DATA ? AUU rrz' a - -,i:v = P luglset ffi^-$ %,.rr*gP T0: t'tECll €nterori ses J08 lt0. 4 178 93-3 OATE: 7-18-9{ Attn: Eustaquio Cortl na P.0. Box 3149 SHEET 1 0F 2 VriI, C0 81658-3149 PR0JECT: Llftside Bullding, east of lJesthaven orive and l,restl n Hotel , South Frontage Road lJest, Vail, Colo, PLACE}IE]{T LOCAT IOII :Radius llalls on fwin Tees. EATCH TICKET IIIFORI.IAT IOII In$EK l{0. 100 Tll{E BATCHED: 9:38 Al'l TICKET r{0. 01383r TIllE ARRIVEO: l0:00 At{TIt'IE PLACED: SUPPLIER: ly'estern l'lobi le illr DESIGN ll0. 44 CU.Y0.L0AD/ACCUI|: 717 19+ FTETD TTSTIIIG I]{FORIIATION S/THPLE TEHP: 76 "F AIR TEIIP: 75 "F TIIiE TIST IAKEI{: 10:35 Afrl SLU}IP: 3 l/2 lt{. AIR C0l{TEllT: 4.7X t/ET Ul{lT V€IGHT: --- JOB SPECI FICATTOIIS: SLUiIP: I,IAX.4 I . AIR CO TT T: 4.87 I''ATER AOD€O AT SITE 7 GAL CILIIIDER I F{NilATIOII ll0. 0F CYLIT{DERS: 6 CYLIXDER SIZ€; 6"x 12" TIHE CYLIilDERS CAST: l0:45 At{ VHERE CAST: on-Slte CMIilG I]{FOR}.IATION II{ITIAL CtfrE: 24 hours DATE RECEIVEO AT LAB: 0n-Si te FIELD STORAGT FACILITI€S ; BY: Carol yn Adans MII'l/l'lAX AGE OAYS DAT€ TEST€O TOTAL LOAD (LBs ) 0IAI.IETER ( IilCHES ) ANEA (sQ lil) colrP . sTR. (PSr ) TYPT OF FRACTURE CYLI IIOER UE IGHT (t8s) cYt I iloER UIIIT I,IE I6HT {PCF) 7A 7A 284 284 28A H 284 H 7-25-94 7-25-91 8-t5-94 8-15-94 8-15-94 8-15-94 78,000 t02,500 5, 99 5.95 28. l8 27.81 2770 369 0 con/shear shear DESIGII STREITGTH 4000 Psl 0 28 DAYS TESTS BY LASORATORY PERSOIII{EL ARE II{ ACCORDAT{CE I'ITH APPLICABLE A5TI.I I'IETHODS UI{LESS OTHER}'ISE I{OT€O SOffi IflFORI,IATIOI{ OF TEST REPORT I.IAY BE PROVIDED BY OTHERS REIIARKS r COPIES: R.A. flelson & Associates, lnc Town of Vail; lJestern llobile: J V A, Inc.; Gvatlrney Pratt Schul tz Carolyn Adams EobbY J. HaYs FTELD OBSERVfR APPROVED BY Ar a lnutual Ptot.ctlon to cll.nta, th. prbllc cll.nta, .nd .{thorltrtlot for Publlcatlo! of t.ndlri orr rrltt.n .PProval. Samplaa |{lll ba ln r.rltlng. A n$b.r of th. !l! grosp of co rprnl.t and ourtalv.r, al I raportr 3tatdne6tt. Corcluaiont ordltpo..d ot .tt.r t..tlng !r. iul|'ltt.d r. ti. corfldl.ntlll ProFarty of .xtrrcta trofi or ragardlnE our raports 13 r't'rv's lr cooplct.d u'llaat othar ariangad'ntl 'grc" Eo Forh No' Ct{Ell3A 6/91 "t t+ CHEN.NORTHERN, INC. co[sutTlflG EfiGtr{EERs Ailo SCIEilTISTS REPORT OF CONCRETE TEST CYLINDER DATA A*. nutu.l Frot.ctlob to cll.nta, th. p|rbllc and osr3.Iv.r. rll r.portB rr. rutnlt-t.d tt th. cohfldlGntlal Prop.rty of ctt.nt.. .nd isthort2!tton tor rubttG.tlon of 3t.r.m.nt!. Coaelr:lonr or.xtrrct3 frod or i.g.rdlng our f!F9f! 3- 11^ I:'!A'c;."d1;i-ou; irl tt.n .pprova | . iuplrr rlll b. dlrpos.d ot rtt.r t.stlng l3 co6Dlatad uolaas oth.r .rF.ng.n.nt3 agrc.o to In wF{tl nE.i .it'iir 6i th. ts!! gtoup of comprnler Fofln t{o. ct4Elt3A 6/9t T0: ilEC!,| Enterpris€s J08 N0. 4 178 93-3 DATE: 7-18-94Attn: tustaquio Corti na P.0. Box 31'19 SHEET e 0F ?VaiI, C0 81658-3149 PR{UECT: Liftside Building, east of llesthaven Drive and tlestin Hotel , South Frontage Road tlest, Vail, Colo, PtlCEl.l€llT L0CATI0i|: Slab, Southeast Corner, Upper Twin Tee Parking. BATCH T ICKET ltlFORl4ATI0lt SUPPIIER: Uestern lloblie IRWK lto. 150 TICKET l{0. 013851 HIX 0t5I6N flo. 44 TII{E BATCHEO: 3:33 Pil TIIIE ARRlvt0: 3:50 Pll TIIIE PLACE0: 3:54 Pil-CU.YD.LOA0/ACCUM: 7lL4t49+ FIELD TESTII{6 tf{F0Rl'lATI0l{ SAI'IPLE TttlP: 78 "F AIR TE},|P: 65 T TII€ TEST TAKEII: 4:00 Ptl SLtjl'lP: 4 1/2 ltl. AIR COl{TEllT: 5.8% UET Ul{lT }JEI6HT: --- JOB SPECIFICATI0I{S: SLUllPr ltlax.4 I1{. AIR C()I{TE|{T: 4-8t ITATER A00E0 AT SITE 0 6AL. CYL I I{OER I I{FOR!.{AT I OII l{0. 0F CYLIITDERS: 6 CYLII{DER SIZE: 5"x I?" TIIIE CYLII{DERS CAST: 4:10 Pil tlHtRE CAST: on-Slte cuRlil6 It{FoRr'rATr0r{ IIIITIAI CURE: 24 hours DATE RECEIVED AT LAB: 0n-5lte FIELO STORAGE FACILITIES: 8Y: Carolyn Adans l.lll{/llAx A6€ DAYS DATE TTSIEtl TOTAL LOAD (rBs ) t,I AI.IETER ( Ir{cHES ) AREA (sQ Iil) cof,tP . sTR. (Ps l ) TYPE OF FRACTURI CYLIfiDER WE T 6HT (r8s ) CYTII{DER t,I{ IT UE IGHT (PcF) fs 78 e8B z8B 288 H 288 H 7 -25-94 7 -25-94 8-15-94 8-15-94 8- 15 -94 8- l5-94 79,500 74,000 5.98 qoa 28. 09 ?8.09 2830 2630 con/shear cofl/shear OESIG'I STREII6TH 4000 PSt 0 28 0AYS TESIS BY TABORATORY PERSOI{HEI ARE II{ ACCOROAI{Cf YITH APPLICABLE AST}I I.IEIHI)DS UIITESS OT}IERIJISE I{OTED SOI.IE I IIFORI'IAT T Ol{ OF TEST REPORT I'IAY 8f PROYTDED 8Y OIHERS REIIARKS: CoPIES: R.A. l{elson & Assoclates, Inc Town of Vaill llestern lbbile; J V.A, Inc.; Gnattrney Pratt Schul tz Carolyn Adams Eobby J. Hays FIELO OBSERVER APPROVEO BY f\ CHEN.NORTHERN, INC. co]{sulTIr{6 EITGIITEERS Ar,l0 SCtgl{TISTS BEPORT OF CONCRETE TEST CYLINDER DATA F* aucisel A ,R .d.+*i" i Q*@Hs;Qt*rr-# T0: l{ECl{ Enterpri se6 J09 l{0. 4 178 93-3 oATE: 7-5-94Attn: Eustaquio Cortina P.0. Box 3149 SHEET I 0F eVail. C0 81658-3149 PROJ€CT: liftsid€ Buildlng, east of lfesthaven Orive and llestln Hotel , South Frontage Road Uest, Yail, Colo. PLACEI'IEI.IT LOCAT IO'{ :Deck Topping in Underground Structure. EATCH TTCKET I llFoRl.{AT l0ll SUPPLIER: Uestern llobi I e 1RUCK fio. lB9 TICKET l{0. l3ll r,llx oESlGll l{0. 44 TI|{E BATCHED: 7:39 All TIIIE ARRIVE0T 7:55 AM TIIIE PIACED: 8:10 Afl-CU. Y0. L0AD/ACCUI{: 717 FIELO TtSTlllG IlltORllATIOlt SMPTE IEI4P: 67 'F AIR TEIIP: 62 "F TIl,lE TEST TAKEI{: 8:20 All SLUltlP: 6 Il{. AIR C0ltTEllT: 6.0X }lET UIIIT t{tI6HT: 139.9 JOB SPECIFICAT l0ll5: SLWP: tlax.4 ll{. AIR COliTEtlT: 4-81 Ir TER ADOED AT SITE 6 GAL' CYLIIIDER I I{FffiIIAT IOI{ l{0. 0F CYLIIIDERS: 6 CYLII{0ER SIZE: 6"x 12" Tlt'tE CYLIU0ERS CAST: 8:30 Altt IIHERE CAST: 0n-Site CtRI llc tflFmHATl0l'l IHITIAL CIIRE: 24h6urs On-S i te DAIE RECEIVED AT LAB: 7-6-94 FIELD STORAgE FACILITIES: INSU]ated BOX 8Y: Jim H. Davi s lll llll'lAx A6E DAYS DATE TTSTEO TOIAL LOAD (rBs ) t) IA},IETER ( It{cHES I AREA (sQ il{l COMP .sTf,. (PSt I TYPE OF FRACTURE cYL lr,r0tR },E I6HT (LBS) CYL I]{OER UTIIT I.IE IGHT ( PCF) 7A 7A 29A 294 294 294 7- 12 -94 7 -t2-94 8-3-94 8-3-94 8-3-94 8-3-94 83,000 8l,500 l0?,000 t00,000 106,000 l0r,500 5.00 6.00 5.99 5.98 6.00 5.99 28.27 28.27 28.18 28.tr) 28.27 20. t8 2940 2880 3620 3560 3750 3600 con/shear stpar shea r shear OE5IGI{ STREI{GTH 4O(}O PSI O 28 DAYS TESTS BY IAEOflAIORY PER5OI{IIEL ARE It{ ACCOROAITCE YITH APPLICAELE ASTII I,IETHODS UI{L€Ss OTHIRTI]SE IIOTED SOTTI TIIF(IRT{ATIOI{ OF TEST REPORT IiIAY BE PROVIDED BY OTHTRS REI,IARKS: Set "Arr does not contain fiber nesh. C0PIES: R.A. flel son & Associates, Inc Town of Vall; Uestern llobile; J V A, Inc.; Gr{athrley Prstt Schultz Jim H. Davis Bobby J. Hays FIETD OBSERVER APPROVED BY Ai s nutaal giotactlon to cll.nt., th. publlc.nd ost'3.1v.3, rll r.porti cll.ntr. rnd rrthorla.tlon for publldrtlon ot tt.t.Dent3. Coo€lu3ion, or DrndlrE our Rrltt.n .pProv.l. S.riPl cE Bt'll bt dltPo5ed ot lftat' t.rtlng ln r.Fl tl]|s.a ndrb.r ;f th.4 grouF of cofiP.rfar arr rulrltt.d .t th. confldlanttal proF.rty ot .xtrrctt tr.o or r.g.rdlng osF r.Psrtl lr r"'rv'c l3 cooFl.t.d trnlait oth.r !tr!.9.t!antl agrcco ro Fonn No. Ct{€lr3A 6/9r .L CHEN-NORTHERN, INC. COI{SULTII{6 EIIGII{EERS AND SCIEiITI STS REPORT OF CONCRETE TEST CYLINDER DATA Tof [ECfi E6ter?rises JoB ll0. 4 178 93-3 0ATE: 7-5-94 Attn: Eustaquio Corti na P.0. 8ox 3149 5HEET 2 0F 2 VaiI, C0 81658-3t49 PRoJECT: Llftside 8uildin9, east of llesthsven Drive and Uestin Hotel , South Frontage Road Uest, Vall, Colo. PLACE}IE'IT LOCATIOII :oeck Toppi ng in Underground Structure. BATCH TICKET t llF0Rl'lAT I0l{ SUPPLIER: lfestern l'lobi Ie TRlreK 'r0. 16l TICKET l{0. 13ll llIX DESIGI{ l{0. 44 TI[{E BATCHED: 9:02 Al'l TIME ARRIV9O: 9:?0 A}l TI}IE PLACED: 9:35 Att-CU. Y0. L0AO/ACCU}|: l/21 FITTO TESTIIIG IilFffi}IATIOII SAI.IPLE TETIP: 69 .F AIR TEHP: 68 .F Tt,f IEST TAKEI{: 9:45 All SLUl,lP: 3 t/4 I1{. AIR C0llTEtlT: 5.8t UEI UlllT IIEIGHT: 140.1 J()B SPECIFICATI0I{S: SLUfIP: fllax.4 ll{. AIR C0t{TEliT: 4-8X VATER ADDED AT 5lT€ 0 GAL. CYLIT{OER IIIFORilATIOII l(0. 0F CYltflD€RS: 6 CYLIIIoER SIZE: 6"x 12" TIl.lE CYIIilDERS CAST: 9:55 All I,HERE CAST: 0n-Site CURI116 I I{FOR}IAT I OII IlllTlAL CURE: z4hours On-Si te DAT€ RECEIVTD AT LAg: 7-6-94 FIELO ST0RAGE FACILITIES: Insulated Box 8Y: Jin H. Davis IlI t{/l'lAx A6E IIAYS OATE TESTED TOTAL LOAO {tBs) O I AI,IETER I lilcHEs) AREA (SQ IH) cotrtP. sTR. (PSt ) TYPE OF FRACTURE CYL I IItlER I'E I GHT (L8s) CYLI DER Uf{TT I{EIGHI tPcr) 1B 7B 298 298 298 298 7-r2-94 7-12-94 8-3-94 8-3-94 8-3-94 8-3-94 88,000 91,000 I t9,000 t22,540 116,000 t07,000 6 .00 6.00 5.98 5.98 5.97 5.99 z8.27 28.27 28.09 28.09 27.99 28. l8 31 10 3ZZ0 4240 43 60 4130 3810 col urnna r columnar shea r col urnar DESIGil STREilGTH 4OOO PSI € 28 DAYS TESTS BY LABORAIORY P€RSOI{ilEt ART II{ ACCOROAI{CE UITH APPLICABLE ASTT,I }IETHODS UT{IESS OTH€RI.'I SE I{OTEO SOIIIE IIfORI,IATIOII OF TEST REPORT TIAY BE PROVIOED BY OTHERS REHARKS: Set "B' contains Fiber l{esh. C0P.IES: R.A. t{elson & Associates, Inc Ionn of Vail; Vestern lloblle; J V A, lnc.; GHattmey Pratt schultz Jinr H. Davis Sobby J. HaYs FITLD OBSERVER APPROVEO BY Ar a nutu.l Frot.ctton to clt.nti. th. publtc rnd o!r..1v.3. rlI r.Fortr.Fa tutnltt.d r+ thr eontldl.ntlsl prop.rty of cIlart5, and arthoilrttton tof Frbllcatlon of rtrtanantt. - Conc'l|r3lona ol cirtr.cta from of ragrrdlng our rcport3 lt-rt3'rv'd ;;;i;;'";;-,";iatin ipp"""rf, Sinptii wttt b. dlipot.d of.it€r t.ttlng li cooplctcd unl!6t oth€r rrrtngcrDcnt. agr"o rco ln wrl t I ng.i "i"li" ii rftr !I! sfosF or conFut.r F6ft o. Cr'l€lt3A 6/91 _ AUB$gtffi;.ffiCHEN.NORTHERN, INC. cor{sulTIl{6 €ilctl{tERs At{D scIEITIsTs REPORT OF CONCRE-TE TEST CYLINDER DATA T0: l,l€Cf{ Enterpri ees J08 }10. 4 178 93-3 DATE: 7-20-94 Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149 PROJECT: Liftside Building, east of Uesthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEHEIIT LOCATIOII:South Side of Liftslde Condos. BATCH TICKET IttF0RllATl0l{ SUPPLIER: llestern }lobi le TRWK r{0. 189 TICKET H0. l36t llIX oES IGl.l ll0. 44 TIIE BATCHED: 7:13 A}| TIiIE ARRIVED: 7:45 All TIIIE PLACED: 8:05 Al,l-CU. YD. L0tAl ACeUil: 4l4l2l FTCLO TESTING IHF{IRHATIOTI SA}IFLE TEHP; 69 "F AIR TE}IP: 57 T TIIIE IEST TtrKEll: 8:15 Af'l SLUI{P: 41/4 lll. AIR COllTEllT: 5.61 IJET UtltT tlEI6HT: J08 SPEC I FICAT l0l{5: SLuttP: lt1ax.4 llt. AIR C0l{TEl.lT: 4-81 UATTR AODED AT SIIE 3 6AL. CYLII{OER I IIFORI,IATIOI{ t{0. 0F CYIII{OERS: 6 CYLI]{0ER SIZE: 6"x 12" TII{E CYLIII0ERS CASI: 8:30 All IIHERE CAST: 0n-Slte cuRlirG It{Foflr,rAlI0r{ Il{lTIAl CtR€: ?4 hours DATE RECEIVEO AT LA8: 0n-Sl te 7-21-94 FIELD SIORAGE FACILITIES: Insulated 8Y: 0usty Oold tlll{/l'lAx Cu re Box A6E OAYS ()ATE TESTED TOTAL LOAD (L8S ) l) I A}IETER ( l ilcHEs ) AREA (sQ Ir{) CO}IP. STR. (PSr ) TYPT OF FRACTURE CYLIIIDER llEIGHT (LBs ) CYLIIIDER UIIIT I'EICHT ( PcF) I I ta z8 t6n ?8H 7-28-94 7 -28-94 8-17-94 8-17-94 8-17-94 8-17-94 76,000 63,000 6.02 5.98 ?s.46 28.09 267 0 2.240 OcSIGI{ STRII{GTH 4OOO PSI O 28 DAYS IEST5 8Y LAEOiATORY PfRSOIII{TL ARE Iil ACCORDAflCE IJITH APPLICAELE ASTI'I }IETHOOS UI{LESS OTHSRIIISE IOTED SOI.{E I I{FOR',IAT I OI{ OF TEST REPORT I,IAY BE PROVIDED BY OTHERS R€IIARKS: COPl€S: R.A. l{elson & Associates, Inc Town of Vail; llestern llobile: J V A, Inc.; Gflathrcy Ptatt Schultz Dusty Do*d Eobby J. HaYs FIELO OBSERVER APPROVEO BY Ai r iwtu.l protcctlor to rll.nt!. tha psbltc cll.nt3, rnd ruth6rlt.tlon for psbllc.tlon ofpcndlng orr. nt.ltt.n rpprov.l. Sa.|Pl.t *ilI b.In nrl ll ne. A h b.r ot th. EI!! gtoup of coorP.rl.3 and orrialv.r. al I raport! atatamanta. Conc I ut lont oldlapor.d of aft.r tcatlng .r. 3ubnlttcd !3 th. confldl..rtl.l Pr.p.Fty o{ .rtractt lron or. ragrfdlng our faporta lt Patarvad l3 conol.tad unlatr othar arrrnganFnti agraao to Forrn o. CH€!!3A 6/91 Chen€Northern. Inc ?;"tJ *ry J REpoRT oF coNCRETE TEST cYLINDER DATA AM A}"I PM TO.- PM-HOURS MILfAGE Co.rrt&{ a{tr-! o.ra SGt r{J..l,. TOTAL ,$e No.?- / z e-1-{lltrE, Vt-? A INFORI,IATIONI SIJPFTIER rrucr< no.-@--no<rr xo. /3/r srx Dcsrc{ *. ?'r g{t. w.7/r nr€.reRrv€D 7"gT TluE PlJc€D e/6 FItrI} TESNNG INFORIIATION: lluE TEsr nr<pl €:3,o olr* f --* ern correrr6rg:wEr ulsr nactnllt:Pfpg. srlrry r'oo sPEGtFlcATKlrci surup 9 -tifi. ,un cununS= zw lER roDED AT strE-6- c{t CYUNOER INFOR}'ANON: r€. oF cruNDss ---6--c,r.lxoa s[zE -MtH-,zU,rX.-- D{'IErnuE AT L E - qro Pslozd {IAt3 rsrs':r traonrran rtnrea lE %iffiffi ('rr6tr* lorED OBSEFVER APPRO/ED Ff A irrr.a -@t*t J cdrtlr'-@ *a suppoRr ANo ENcouRAGE Ntc'r cERnFlcATlol', CHEN-NORTHERN, INC. COI{SULT Itic ENGIIIEERS ANO SCIENTISTS REPORT OF CONCRETE TEST CYLINDER DATA Ai I orrtq.l protcctlon to cli.nta, tho publlc and ouriclve3r rll r€port3 rr. subnltt.d .ti the confidlantlal trop.rty of cllGtrt3r snd authorlzatlon for publlc.tlon ol st.tem€nts. Conclu3lons or.xtracts from or rrgardlng our raport3-1s_ratarveal p.ndl.g our rltt€n.pprov.l. S.mpl!r, wlll b! dispo.6d of.ft.F tcsting ls complct.d unleta oth.r .rr.ng.m.nlt rgre.o !o tn v'rl tln9.i r;ia; ;; th€ !!! group of conpdnl€i forn Ho. Cl'tElI3A 6/91 T0: llEcl,l EnterDri ses JoB t{0. 4 178 93-3 oAIE: 7-6-94 Attn: Eustaqui o Cortina P.0. Box 3149 SHEET I 0F 1 Vail, C0 81658-3149 PR0JECT: Liftside Eullding, east of l,esthaven orlv€ and llestin Hotel , South Frontage Road l,lest, Vail, Colo. PLACEI'IEI{T LOCAT I OI{:Deck Topping in Underground Structure. BATCH TICKET I NF0RI'|AT IOt{ SUPPLIER: }Jestern Mobile TRUCK ilo. 189 TICKET t{0. 13139 lllx DESIGN tto. 44 TIIIE BATCIIED: 7:09 All TII{E ARRIVEO: 7:35 M TII,{E PLACEO: 7:45 &'|-CU.YO. L0A0,rACCtll'l: 717 FIELD TESTII{G t }IFORI,IAT I Oil SAilPLE TEI'IP: 68 "F AIR TEI.IP: 63 "F TIHE TEST TAKEX: 7:55 AM SLUI'IP: 6 I/2 It{. AIR COl{TEtlT: 6.71 l{ET Ul{lT HEIGHT: --- JOB SPECIFTCAT I0l{S: SLUIIP: llax.4 It{. AIR C0I{TENT: 4-81 IIATER ADDEO AT SITE 5 6AL. CYL INOER II{FORIiIAIIOI{ t{0. 0F CYLIT{DERS: 6 CYLII{DER SIZE: 6"x 12" Tl}tE CYLII{DERS CAST: 8:05 Atl IIHERE CAST: on-Site CUR I NG I IIFORI'IATIOI{ INITIAL CURE: 0n-Si te OAT€ RECEIVED AT LAB: FIELD ST0RAGE FACILITIES: Insulated Box BY: Jim H. Davis MIN/}IAX AGE DAYS OATt TES'ED TOTAL LOAD (tBs) O I AHETIR ( ilrcHEs) AR EA {sQ ir{) COMP . STR. (Psr ) TYPE OF FRACIURE CYTINDER }IE IGHT (L8s) cYLIfl0[R UNIT I,IE IGHT (PCF) ?9 29 29 29 7-13-94 7-1S-94 8-4-94 8-4-94 8-4-94 8-4 -9 4 73,500 75, 500 93 ,500 9 5 ,000 97,000 91.500 qqn 5.98 5.99 6.01 q aa 6.00 28.09 ?8.09 28. t8 ?8 .37 28.09 28 .27 2620 269 0 332 0 3350 3450 3240 shear shear colurnar shear shear snear DTS I GIi STRENGTH 4000 Psl I 28 DAYS TESTS 8Y LAB0RAT0RY PFRS0I{I{EL ARE IN ACC0RDAIICE trtTH APPIICABL€ ASTI'I llETHoos UNLESS 0THERII]SE N0TE0 SOi,tE IIIFORI.IAIIOI{ OF IEST REPORT iIAY 8t PROViDED 8Y OIHERS REI,IARKS: COPIES: R.A. llelson & Associates. Inc.; Torrn of Vai l ; llestern llobi I e ; J V A, Inc.; Gwathney Pratt Schultz;Jim H. Davis Bobby J. Hays FIELD OESERVER APPROVED 8Y CHEN.NORTHERN, INC. COI{SULTIXG EI{GtIIEERS AI{D SCIEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar r rute.l protectlon to ctlcntt, th. pubtlc .nd ourrrlv€r, .11 r.portr ara 3ubfiltt€d 13 tne contldl.oti.l FroP.rty of cllaltr, .nd ruthorl,rtlotr for psbllcrtlon of .t.tinanta. Conclualon! or.xtrrctr trom or rcg!rding our r.port3 ir ralarved p.ndth€ our irltten rpproval. Sa6ipl.s wlll b. d{tpotad ot rttcr testlng Ir co|rplet€d unl.33 othe. nr.tng.menl3 .gr..q to In ffltlng.r rrrfrer it thc !U! group of comp.nl€s tofln iro. cl'l€ll3A 5/9f T0: llECll Attn P,0. Vai I PROJECT: Enterpfl s€s fustaquio Cortina Box 3149c0 81658-3149 Li ftside Bui l di ng, JoB r{0. 4 178 93-3 DATE: 7 -7 -94 SHTET 1 OF I east of llesthaven Drive and l{estin tlotel , Ssuth Frontage Road Uest, l/ail, Colo, PLAIEI{E'IT LOCATTOII :Lower Level Decks, Parking Garage. BATCH IICKET I I{FORI"IAT I OIII TRUCK t{0. 1t4 TIIIE BATCIE0: 7:38 At{ TICKET NO, 1318 TItIE ARRIVED: 8:00 Atl SUPPLIER: l,lestern l,lobi I e }ux 0tsl6r{ fto. 44 Tlll! PIAC€D: 8:15 Af,l-CU. YD. LOAD/ACCtlll: 616 FtEt0 IESTI]{6 Il{F0RllATIOtl SAMPLE TEiIP: 65 "F AIR IE|F: 53'F TI}IE T€5T TAKIT{: 8:e5 A SLUI{P: 5llZ IN. AIR COI{TE]{T: 6.0% l,EI UI{IT UEI6HT: 139.0 JOB SPECIFICATI0I{S: SLU}IP: ax.4 IN. AIR C0ilTEl{T: 4-8?( I,ATER ADDE0 AT SITE 5 6AL. CYLIIIDER I I{FORI'IAT I Ot{ N0. OF CYLI DERS: 6 CYLII{DER SIZE: 6"x 12- TIME CYLIIIDERS CAST: 8:35 Al,l fiH€RE CAST: 0n-5ite CURI I{6 II{FORI{AT ION ITITIAI CIFE: 24 hourc 0n-Site OATE RECEIVED AT LA8: 7-6-94 FIETD ST0RAGE FACILITIES: Insulated Box BY: Jim H. Davis fllll/llAx Atrt DAIS DAT E TESTEO TOTAL LOAO (LBS ) t} I AI*IEIER ( I ricHEs ) AREA (sq ril) co P. sTR. (Pst ) TYPE OF FRACTURT CYLINDTR lIEIGHT (LBs) CYLIIIDER UI{iT lIE I GHT (PcF ) 29 29 28H 28H 7- l4-94 7- l4-94 8- 5-94 8-5-94 8-4-94 8-tl-94 8 0,0 00 84,500 1 14,500 11e.000 5.98 6.00 5.97 5.97 28. 09 28.?7 27 .99 27 .99 2850 2990 4 090 4000 con/shear con/shear OES IGI{ STREIIGIH 4000 PsI 0 28 DAYS TESTS 8Y LASORATORY PERSON{EL ARE II ACCORDAI{CE UITII APPLICABLI ASTI.I METHOOS UI{LE5S OTHERUISE NOTEO SO}18 I IIFORI,IAT I OI,I OF TEST REPORT I,IAY BE PROVIOED BY OTHERS REiIARKS: observed semi-hardened chunks of concrete cq|llng out of chute of lruck o. 114. oriver picked chunks out of hopper. CoPIES: R.A. l{el son & Associates, in6. Town of Vail; llestern lrlobilel J V A, lnc,; Gwathney Pratt Schultz;Jim H. Davis Bobby J. Hays FIELD OBSERVER APPROVEO BY ,l CHEN.NORTHEHN, INC. COI.ISULTI NG EI{6INEIRS At{D SCIEIITISTS REPORT OF CONCRETE TEST CYLINDEH DATA As I mutual protectlon to cllantg. thr publlc .nd ourselvag, rlI reporti.rc 3trtinittad .s the contldleititl prop€rty of €ll.ntr. rnd !rthorlzrtion for publlcrtlor| of stat€mQnt3' conclutlonr or €xtrect3 fron or reg'rdlng our r'Ports ls r"'rv'd p.ndlnt our l.rlttcn lpprovrl. S.BlpI€3 |{lll b€ rllspo$ed of rlter t.3tlng lB conplet.d unlcis otli€r ttr.ng€ilent3 rgr€ec io ln writlng,i ne.tOj. 6r tn. !f! groop ol co6ip!"1!t For l|o. cliEl13A 6/9r T0: ilECll Enterprl ses J08 tlO. 4 178 93-3 DAI[; 7-8-94 Attn: Eustaquio Cort i na P.0. Box 3149 SHEET I 0F 3 Vai l, C0 81658-3149 PROJECT: Liftside Building, east of l,esthaven Orive and llestin llotel , South Frontage Road l,lest, Vail, Colo, PLACE}IEIIT LOCAT ION:Large Deck on North Side of Job. EATCH TICKEI I llFORr{qT l0l{ SUPPLIER: llestern llobile TRUCK t{0. 158 TICKET t{0. 1323 t' X 0EStGr{ }10. 44 TIifE EAlC]l!0: 6:42 All TIIIE ARRIVED: 7:01 Al'l TII'{E PLACE0: 7:05 AM-CU. YD. L0A0/ACCUf,|: 7135 FIELo TESTIiIG Il{FoRf,lAIIoll SA|iPLE IEIiP: 6l "F AIR TEl,lP: 65'F TIllE TEST TAKEH: 7:10 Al'l SLUllP: 5 1/2 Ill. AIR C0l{TEl{T: 6.lX l,lET ulllT VEI6HT: --- JOB SPECIFICATI0NS: SLUIIP: ttax.4 it{. AtR C0NTE[{T: 4-8% IIATER ADDED AT SITE 6 6AL. CYLIT{DER II{FORI'IAIIOII l{0. 0F CYLIII0ERS: 6 CYLIT{0ER SIZE: 6"x 12" TII'IE CYLII{DERS CAST: 7:20 AM IIHERE CAST: 0n-Site CIJRTITG iNFORI'IATIOfl IIITIAL CURE: 0n-Site FIEIO ST0RAGE FACILITIES: lnsulated Box DATE RECEM0 AT LA8: 7-11-94 8Y: Jirn H. Davis Ml |{/MAJ( A6E DAYS t)ATE TESTED TOTAL LOAO (LBs) D I AI.IE TER ( IIiCHES ) AREA (sQ Ir{) cor.rP . sTR. (Psr ) TYPE OF FRACTURE cYt lir0tR I{E I6HT (LBS ) CYL II{DER UI{IT VEIGHT (PcF) 7A 7A 3lA 3lA 564 564 H H 7-t5-94 7-15-94 8-8-94 8-8-94 9-2-94 9-2-94 79,500 83,000 108,500 106,500 5.98 5 .97 6. 00 6.00 ?8.09 27 .99 ?8.21 28.?7 2 830 z9 70 3840 3170 shear shear DESIGN STRE]{GTH 4OOO PSI @ 28 OAYS TESTS BY TABORATORY PTRSONilEL ARE I1{ ACCORDAT{CE lIITH APPLICABLE AST}I I,IETTIOOS Ui{IESS OTHERI.'ISg I{OTTO SO'4E ]I'IFORI'{ATION OF TEST RTPORT I{AY BE PROVIDED BY OTHERS REHARKS: COPIEs: R.A. t{elsoq & Associates, Inc Tom of Vail; llestern l'loblle; J V A, Inc.; Gwathney Pratt SEhultt Jim H. Davis Bobby J. Hays FTELO OSSERVER APPROVEO BY CHEN.NORTHERN, INC. COI{SULTING EI{6I IIEERS AND SCIEl{TISTS REPORT OF CONCRETE TEST CYLINDER DATA Ai. $.rturl pi-ot.ctton to cll.nt!, the publlc lrd ours.lvc!, all rcportr .r. 3ubt$ltt.d !s th. confidl€ntl.l ProP.rty of clla6t3r !nd !|/thorltatloa tor p|,bllcrtlon ot rtrtamcnta. concluSlong or axtr.cti trom ot. regcrdlng our r€port3 lt r.3ervad fcndtng'o|rr rrltt.n aFprov!1 , S!t||pl.s {tll b. dliposed of rfter t.3tlng ii cofipl.ted unl..3 othcr .rr.ng.[€nt5 igrc.d to In wrl t I ng.n r'crnlr'- 6t the {I! Eroup o{ co.lpanlcr Fontr flo. Ct'lE113A 6/9I T0: llECll Enterprises J08 l{0. 4 178 93-3 DATE: 7-8-94 Attn: Eustaquio Corti na P.0. 8ox 3149 SHEET 2 0F 3 Vail, C0 81658-3149 FRoJECT: Liftside Building, east of Vesthaven orive and llestin Hotel , South Frontage Road Uest, Vall, Colo. PLACEI{EI{T LOCAT I OT{ :Large oeck on l{orth Side of Job. EATCH TICKET INF0RI|ATI0|{ SUPPLIER: Vestern llobile TRTCK [0, 189 TICKET l{0. 1323 MIX 0ESI6I{ N0. 44 TIf'fE BATCHED: 7:09 AM TII'IE ARRIVED: 7:31 AM TIHE PLACED; 7:41 Al.l-CU. YD. LOAD/ACCUH: 7163 FIELI} TESTIl{G II{FORT,IATIOI{ TIXE TEST TltKEl{: 7:50 A}l JOB SP€CIFICATIONS: SLtI,lP: 5 3/4 SLWP: l{ax .4 It{. lN. SAI.IPLE TEI,IIP: AIR C0flTEl{T:6.2% AIR C0NTEIT: 4-8% 68 "F AIR TEl,lP: 68 'F I.'ET UlIIT UEIGHT: UATTR ADDED AT SITE 5 GAL. cylIt{otR IltF0RtitATIoft K!. 0F CYLIT{DERS: 6 CYLII{DER SIZE: 6"x 1?" TIME CYLII{OERS CAST: 7:55 Atl IIHERE CAST: On-Site cuRIft6 It{FoRt'tAT t0t{ II{ITIAL CURE: On-Site FIELD ST0RAGE FACILITIES: Insulated 8ox DATE RECEMD AT LAB: 7-11-94 8Y: Jin H. 0avis t'llll/l'lAx AGE OAYS OATE TESTEO IOTAL LOAD (LBS) D I AI.IE TE R ( r lrcHES ) AREA tsQ IN) c0t'rP.sTR. (Psr ) TYP€ OF FRACTURT CYt iIiDER 1./E ] GHT (LBs) CYL IHOER UIIIT I,EIGHT (PCF) 78 7g 31B JlD 288 288 H 7- 15-94 7- l5-94 8-8-94 8-8-94 8-5-94 8-5-94 90,000 87,500 I21 , 000 121 .500 5.98 5.97 6.00 6.00 28. 09 27.99 28.27 28.27 3200 3130 42 80 4300 con/shear con,/shear DESIGIi STREI{GTH 4000 PSI A 28 0AYS TESTS BY LABORATORY P€RSOXIIEL ARE IIi ACCORDANCE UITH APPLICAELE ASTI.I I.IETHODS UIILESS OTHERIIISE I{OTED SOME I I{FORI,IAT I Ot{ OF TEST RIPORT MAY 8E PROVIOTO BY OTHERS REI{ARKS: As requested by tht client, renaining cylinders were discarded after design strength was attai ned. COPIES: R.A. i|elson & Associates, In8 Torn of VaiI; llestern ilobile; J V A, lnc. i Gwattmey Pratt Sohultz Jim H. Oavis Eobby J. Hays FIELD OBSERVER APPROVEO BY CHEN.NORTHERN, INC. c0t{suLllt{6 El{6lfiEERS Ar{D SCIEI|TISIS REPORT OF CONCRETE TEST CYLINDER DATA A3 i nutu.l protcctlor to cllanta, th€ publlc and oursalvls, .ll reports.rc ru!filtted !s the contldlsntlrt proparty of cllaqta, rnd suthorlzrtlon for publicatlon of itatGmentt. Co'lclullonr or extractt fr.ob or rcgarallng our r.Pottr l3 rescrtcd pandlng our trrltten rpprovit. 5 npteg wlll be diBpor€d of.ft.r t.Etlng ls cooplat.d unl€33 oth€r lrrlngcllicnt3 agr.ed to ln Hr{t I ng. A f,|.ftb.r ;f thc !!! group of coflpnnies Fonn tlo' cilEll3A 6/91 T0: llECll Enterprises JoB t{0. 4 178 93-3 DATE: 7-8-94Attn: Eustaquio Corti na P.0. Box 3149 SHEET 3 0F 3Vatl, C0 81658-3149 PR0JECI: Liftslde Euilding, east of Vesthaven Drive and lJestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEIIEI{T LOCATIOI{ :Large oeck on North Side of Job, BATCH TICKET I t{FoRltlAlloll SUPPLIER: llestern f,lobile TRIJCK X0. 150 TICKET t{0. t3Z4 r,tIX 0E5l6r{ t{0. 44 III{E EATCHED: 8:34 Ai{ IIME ARRIVED: 8:55 All TIIIE PLACED: 9:05 Atl-CU. YD. L0AD/ACCU|,|: 71112/163 FI€tD TESTIIi6 II{FORIIIAT IOII TIlitE TESI TAKEN: 9:10 Atl JOB SPECIFICATIOTS: SLU}IP: 4 3/4 SLWP: llax.4 Il{. I l{. SAHPLE TEIIP: AIR C0l{Tt[T: 5.6% AIR CO|{TEI{T: 4-8% 68 T AIR TtflP: 69 T I./ET UII I T }TE I GHT : VATER ADDEO AT SITE 5 GAL. CYLTIIDER IIIFORI.{ATION N0. 0F CYLIT{DERS: 6 CYIII{DER SIZE: 6"x l?" Tll'lt CYLII{9ERS CASI: 9:20 AM viltRE CAST: On-Site cuRtr{G It{F0R},rATI0r{ INITIAL CURE: 0n-Site FIELD ST0RAGS FACTLITIES: OATE RECEIVEO AT LA8: 7-lL-94 BY: Jlm H. Davis MIN/ltlAX AGE OAYS DATT TESTEO TOTAL LOAD (LBs) DIAIIETER ( r ilcHEs ) ARTA (SQ I11) cof,tP.sTR. (Psr ) TYPE OF FRACTURE CYLI IIDER UE I6HT (LBS) CILI I{DER UI{IT IJE I6HT (PCF) 7C 31C 31C ?8C zdL H H 7-15-94 7-15-94 8-8-94 8-8-94 8- 5-94 8-5-94 89 ,000 90,000 120,000 i l8,500 6.00 5.99 6.00 6.00 ?8.27 28. t8 ?8.27 28.?l 3150 3190 4244 4190 shear shear OESIGI{ STREIIGTH 4OOO PsI @ 28 DAYS TESTS BY TAEORATORY PERSOI{I{EL ARE II{ ACCOROAT{CE IIITH APPTTCABLE ASTI{ I,iETHOOS UI{LESS OTHERVISE I{OTEO SOI.IE II{FORI,IATIOi{ OF TEST RTPORT HAY 8E PROVIDED 8Y OIHERS REIIARKS: As requested by the'client, rernaining cy.linders were di scarded after design strength vas attai ned. COPI€S: R.A. Nelson & Associates, Inc Torm of Vail; llestern itobile; J V A, Ine.; Gwattrey Pratt Schultz Jim H. Oavis Bobby J. tlays FIELO OBSERVER APPROVED BY I ,llii'!11!'11^1 ttet i [ $fiv lnl CHEN-NORTHERN, INC COIISULTIT16 EIIGIflTENS AfiD SC IEI{T I ST5 REPORT OF CONCRETE TEST CYLINDER DATA T0: llECll Enterprises JOB 1{0. 4 178 93-3 OATE: ?-18-94Attn: Eustaquio Corti na P.0. 8ox 3149 SHETT I 0F ?Vail. C0 81658-3149 PROJECT: Liftside Building, east of lJesthaven Drive and trestin Hotel , South Frontage Road Vest, Vail, Colo. PLACEIIEI{T LOCAT IOII :Radius llalls on Twin Tees. BATCH TICKET INFoR AII0II SUPPLIER: Vestern Mobile TRI,EK l{0. 100 TICKET ft0. 013831 r'ltx DESl6r{ 0. 44 TlilE EATCI|EO: 9:38 AH TIIIE ARRIVTD: 10:00 All TIHE PLACED: --- CU. Y0. LOAD/ACCUII| : 7/719+ FIETO TESTIIIG I I{FORI,IAT I OII SAMPLE TEMP: 75 "F AIR TETIP: 75 T TIME TEST TAKET{: 10;35 A}l SLUMP: 3 t/2 Il{. AIR CONTEI{T: 4.7% l,[T UitIT U GHT: --- J08 SPECIFICATI0IIS: SLUMP: I1ax.4 Il{. AIR COtlT[t'{T: 4-8% VATER A00E0 AT SITE 7 6AL. CYL II{DER I I{FORI,IAT IOI{ tlO. 0F CYLIN0ERS: 5 CYLI}IOER SIZI: 6"x 12" TII'IE CYLIIIDERS CAST: 10:45 Ali IJHERI CAST: 0n-Site CUR I t'IG II'IFORI{AT ION llllllAL Ct RE: 24 hours DATE RECEIVED AT LA8: 0n-Site FIILD STORAGE BY: Caro lyn FACILITIES: Addms MI ll/llAx A6E DAY S OATT TESTID IOTAL LOAO (LBs ) OI AHETER { r NcHEs) AREA (sQ Ir{) COMP. sTR . (Pst ) TYPE OF FRACTURI CYL II'ID€R !'E I GHT (tBs ) CYLINDER UNIT Ii,EIGHI (PcF) 7A 7A 2BA 284 284 28A fl t{ | -25-94 7 -25-94 8- t5-94 8-15-94 8- l5-94 8-15-94 78,000 t02 ,500 1e5,000 126.500 5.99 q oq 5.98 s.98 28.18 ?7 .81 28.09 ?8.09 277A 3690 4450 4500 con/shear shear con,/ shea r con/spl i t OES IGI{ STRENGTH 4000 Pst @ 28 0AYS TESTS BY LABORATORY PERSOIIT{EL ARE TN ACCORDAI{CI IIITH APPLICABLE ASTII }IETHOOS UIILESS OTHERIIIST I{OTED S()I,IE II.IFORI.IAT]01{ OF TEST REPORT }lAY gE PROVIDED 8Y OTHERS REiIARK!: As nequested by the cljent, remaining cylinders were discarded after design strength was attained. COPIES: R,A. llelson & Associates, Inc.; Town of Vail; lJestern llobile; J V A, Inc.; G*attuney Pnatt Schultz;Carolyn Adams Bobby J. Hays F]ELD OESERVER APPROVEO BY li a rnutrrl protsctlon to cll.nt4, th€ publlc cll.ntr, .nd !tthorl:.tion for Fubll6atlon ofpanding our xrltten .pprov.l. S.mpl€r wlll b.ld wrltlng. A nrctrbcr ot th. !I! group of aoftp.nlct rnd ouriel v€s, rll r€psrts st.t!!|ents. Concluslon3 ordlrpoied ot after tcstlng are 3ubr||ftt€.t as the confldlentt{l 9t'oparty ot crtr.ctr from or rcgarding our rcparts It ratarvcdl3 conplat.d unla33 olher .rrrngcm.nts rgr..d to Fonn fio. CU€ll3A 6/91 -) CHEN.NORTHERN, INC. CONSUITII{G EIIGIIIEERS AflO SCIENTISTS REPORT OF CONCRETE TEST CYLINDER DATA As a mstu.l prot.ctlon to cllents, th. public and ourlclves, .ll repcits .rr 3ubmttted !r th€ confldllntlll prop.rty of cll€nt3, rnd rlthortartion for public!tton of stltem€nt3. Conclu',lon3 or Grtrsctr fron or r€gard{ng our reports it r.3.rv.cl pendJng our- erltt.n approv!t. Srmplcs rrl'll be disposcd of rfter tcstlng is completed unl.ss othcr ara.ng€d.nts .grc.o Eo in t|rltl nq,l'"irii. 6i th. S!! sroup ot comp.nl.. Form No. cMEll3A 6/91 T0: llECl,l Enterprises JOB t'{0. 4 178 93-3 DATE: 7-18-94 Attn: Eustaqui o Cortina P.0. 8ox 3149 SHEET 2 0F 2 Vail, C0 81658-3149 PRoJECT: Liftside Eullding, east of Uesthaven Drive and Uestin Hotel , South Frontage Road Vest, Vail, Colo. PLACEIIE|IT L0CATl0ll: Slab, Southeast Corner, Upper Twin Tee Parking. BATCH IICKET INF0RHATIoI{ SUPPLIER: l{estern l'lobile TRIIK [0. i50 TICKST tto. 013851 HIX 0tsl6fl l{0. 44 Tll,fE BATCHED: 3:33 Pil Tll|E ARRIVIO: 3:50 PM TIME PtACtD: 3:54 Ptt-CU. YD. LOA0/ACCU}I: 7lL4l49+ FIETO TESTII{6 I }IFORMAT ION TIIIE IEST TAKET{: 4:00 PM JOB SPTCIFICA]IOI{5: SLUMP: 4 l/2 SLlf',lP : l,lax.4 It{. IN. AIR AIR SAMPLE TEMP: CoNTE T: 5.81 C0llTEt{T: 4-8% 78 'F AIR TEiIP: 65'F I,IET UNIT }JE IGHT: WAIER AOOED AT SITE O GAL. CYLIflDER I NFORMAT IOII l{0. 0F CYLMDERS; 6 CYtlllDtR SIZE: 6"x 12" TII'IE CYLIflOERS CAST: 4:10 Pl,l }/IIERE CAST: On-Site CURING I I{FORI.IATION Il{ I T IAL CURE: 24 hours [}ATE R€CEIVEO AT LA8: 0n-Si te FIELO STORAGI FACIL ITITS: 8Y: Carol yn Adams MIN/IIAX AGT OAYS DAT E IESTED TOIAL LOAD (LBs) DlAMETER ( r ilcHEs ) ARtA tsQ It{) c0!rP.sTR. (PSr ) TYPE OF FRACTURE CYL I I,I DER \IE I6HT (L8s) CYL I NOER UI{IT IIET GHT (PcF) 7B t6 288 288 288 H 288 H 7 -25-94 7 -2 5-94 8-15-94 8-15-94 8- l5-94 o_ 15- v.t 79, 500 74 ,000 I t8,500 116. 000 5.98 5.98 6.02 5.98 e8.09 ?8.09 ?8.46 28.09 2830 4160 4130 con,/shear conl shea r con,/shear con/shea r DES I Gt.I STREI{6TH 4OOO PSI B 28 DAYS TESTS BY LABORATORY PERSOI{XEI ARI II{ ACCOROANCE I.'IIH APPLICASLE A5TI.I I'tETHODS UIiLTSS OTHERI.IISE I{OTEO SOI.1T I IIFORi,IAT IOII OF T€ST REPORT UAY BT, PROVIOEO BY OTHIRs REIIARKS: As requested by the client, rernaining cylinders were discarded after design strength was attained. CoPIES: R.A. t{el son & Associates, Inc.: Town of Vail; lJestern l|obile; J V A, lnc.; Gwatlmey Pratt Schultz;Carolyn Adams Bobby J. Hays FIELD OSSERVER APPROVEO 8Y / CHEN-NORTHERN, INC. COIISULTII{G EN6IN€ERS AIID SCIEI{TIsTS REPORT OF CONCRETE TEST CYLINDER DATA As r nutu.l protectlor to clientir th€ poblic ind ourrelves, all reportt..€ rubmltt€d ai thG conf'ldl€rti.l proPet"ty ot cllanta. and ruthorf:atlon for publicatlon of 3t6tet|Entr, Concluslohs or €rtracts from or reg.rdlng our reports l3 f.scrved 9.ndlng our r.rfttan .Fproval . s6mples ii'll be diiposed of after teeting is completed qnless other lrra.rgemcnt3 tgrecd to ln wrltlnE. A ot.ntar 6f thc (Il!l gro{p of companr€s F.nn No. Ct4Ell3A 6/91 T0: l,lECll Enterprises JOB N0. 4 li8 93-3 0ATE: 7-l-94 Attn r Eustaquio Corti na P.0. 8ox 3149 SH€ET I 0F ?Vail, C0 81658-3149 PR0JECT: Liftside Euilding, east of llesthaven Drive and Uestin l'lotel , South Frontage Road l'rest, Vail, Colo. PLACEMEI'IT LOCAT IOt{ :No Locat i on. EATCH TICKET I|IFORMATIOI{ SUPPLITR: lJestern llobile TRUCK NO. IO4 TICKET NO. 0T.3347 MIX OESTGN NO. 44 TIME BATCHED: 6:09 Tlf,lE ARRIVIO: 6:30 At'l TIME PLACED: --- CU. YD. LOAD/ACC|I,I t 14/84 FlEt0 T[sT I r'iG lHF0R|'|ATI0rl Tllilt TEST TAKttl: --- JOB SPECIFICATIOI{S: SAMPLT TEITP: 70 'F A]R TEI,IP: 63 "F SLUMP: 2 l/2 IN. AIR C0NT[NT: 3.9% l,,ET UNIT UEIGHT: SLUI'IP: I'tax.4 Il{. AIR C0NTENT: 4-8% I.,ATER A0DE0 AT SITE 13 GAL. CYTINDER INFORI,IATION l{0. 0F CYLITIDERS: 6 CYLINDTR SIZE: 6"x 1?" IIME CYLII'IDERS CAST: VHERE CAST: 0n-Site CURING I IIFORI.IAT i OII INITIAL CURE; 0n-Site FIELD STORAGE FACILITIES: DATE RECEIVEO AT tAB: BY: --- l'l I N/l'tAx AGE DAYS OATE TTSTEO TOTAL LOAD (LBS) DIAMETER ( rr{cHEs ) AREA (sQ rN) COMP.STR. (Psr) TYPE OF FRACTURE CYL I I{DER IIE I6HI (LBS) CYL I IIDER UNIT VIIGHT (PCF) 6A ?8A ?84 284 28A 7 -7 -94 7 -7 -94 7-?9-94 7 -29-94 7-?9-94 7 -29-94 I ?5 ,000 115,500 143,500 139,000 138,500 136 .0 00 5 .95 5.95 5.98 5.98 6.00 5.98 27 .8r ?7 .81 28 .09 28.09 28.27 28.09 4500 4150 51 10 4930 4900 4840 thear shear shear shear shear shear DESIG}I STRENGTH 4000 PSI a EB DAYS TESTS BY LABORATORY PERSOIII{EL ARE IIl ACCOROANCE I.IITH APPLICASTE ASTI'I METHODS UNLIS5 OTHTRVTSE ]{OTED SOI,IE INFORMATION OF TEST REPORT I'IAY 8E PROVIOED BY OTHERS RE]'{ARKS: COPIES: R.A" llelson & Associates, Inc Town of Yai I ; llestern llobi I e; J V A, tnc.; Gwatfr€y Pratt Schultz Ji$i H. 0avis Bobby J. Hays FIELD OSSERVER APPROVED BY / CHEN.NORTHERN, INC. cor'rsul T I r{G EI{GII{EERS Aflo SCt {TISTS REPORT OF CONCHETE TEST CYLINDER DATA Ar I rl|rtqal piot.€tlon to cltcntr, thr public and ourselv.3, !ll r€port3.re sur'rrlitted 13 th€ confldicntt.l prop€rty ol ctlcntr, rnd.uthoFiz.!lon for pubitcatlon of 3t!t€henti concluslont or €ttr'ctt froE o' reg'rdlng our r'Forts 13 6331rved p.^dtng ouF wr'ttten rpp.ov.l, S.mplce {ill be disFor.d of.tt€r te3tlng l3 codpl€ted unl.5t other.ffangem€rts rgrcocl t' fn rr{tlng.f nnrtcr ir thi !!! groop ot comp.ni.t Fofln No. cMEll3A 6/91 T0: llECil fnterprises JOB ll0. 4 178 93-3 OATE: 7-I-94Attn: €ustaouio Cort i na P.0. 0ox 3149 SHE€T 2 0F 2Vail, C0 81658-3149 PRoJECT: Liftside Euilding, east of lJesthaven Drive and llestin Hotel , South Frontage Road tlest, Vail, Colo. PLACEIITI{T TOCATIOI{:No Locat i on. BATCH TICKII INFORMATIOI{ SUPPLITR: l.,estern Hobile TRUCK 0. 1t9 TICKEI N0. 01-3355 l4lx 0EslG N0. 44 TIl,lE BATCHEO: 7:14 TltlE ARRIVTD: TltlE PLACED: 7:?9 CU.YD.L0AD/ACCUiI: 56/84 FIELD TESIING II{F0RMATIOI{ SAMPL€ TEt'lP: 69 "r AIR TEI'{P: 65 "F Tlt-tt IEST TAKEI{: --- SIUMP: 51/4 lN. AiR CONTEI{T: 5.37 tltT UlllT wEI6HT: J08 SPECIFICATI0IIS: SLUitP: !1ax.4 ll{. AIR COI{TEI{T: 4-8% IIATER AD0t0 AT SITE -- GAt. CYL I IIDER I I{FORI'(AT I Ot{ ItO. 0F CYlll,lDtRS: 6 ['ft lNOtR 5l2t: 6"x 12" TIHE CYLINDERS CASI: \',HERE CAST: 0n-5ite CUR Il{G I I{FORI,IATI OIi Il{ I T IAL CUR€: 0n-5i te DAT€ RECIIvED AT LAB: --- FIILO STORAGE FACILITIES: BY: --- MIN/MAX AGE OAYS OATI TESTEO IOTAT LOAD (IBS) O IAMT TER ( INCHES) AREA (sQ Iil) c0t4P . sTR. (Psr ) TYPE OF FRACTURE CYL I NOTR UE IOHT (tBs ) CYL I IID[R UI{IT lIE I6HT (PcF) bd 68 285 288 ?SB 288 1 -7 -94 7 -7 -94 7 -29-94 7 -29-94 7-29-94 7 -?9'94 102 ,500 95,500 I l8,000 1 12,000 115,000 I t/.500 6. t0 6.00 5.98 qqA 5.98 5.9 7 ?9 ,?2 28 .21 28 .09 28.09 28.09 z7 .99 JIIU 3 380 4?00 3990 4090 4200 shear shear shear shear shear shear DESI6tI STREI{GIH 4000 Pst @ 28 0AYs TESTS BY IAEORA]ORY PERSONI'IET ARE III ACCORDANC€ UIIH APPLICABLT ASTM HETHODS UtiLESs OTHERVISE IIOTED SOM€ IIFORMATIOI{ OF IIST RIPORT HAY 8I PROVIOEO BY OTHERS REiIARKS: C0PIES: R.A. liel son & Associates, lnc Tonn of Vail; tlestern Hobi.le; J V A, Inc.; Gwathrney Pratt Schultz Jim H. oavis Bobby J. Hays FIELD OBSERVTR APPROVED 8Y CHEN.NORTHEHN, INC. CONSULTIIIG EIIGII{TERS AIID SCI EI.IT I STS REPORT OF CONCRETE TEST CYLINDER DATA Ar a tDutull lrot€ctlon to cli.nti, th. publlc lnd ourrclvca, .11 raForts.re sutnnltt€d .5 th. confldi€ntlal pioperty of cll.ntrr .nat authofl2rtion for publicltion of 3tlt€mentr, concl{r5lon3 or. Grtrrctt ffon or rcg.fdlng oqr r€poft3 ls rtscrved perdtng our rr.ttten.pprov.l. Samples eirl be dispose,l of after testlng l3 compl.t.d unless oth.r trrangem.ntt .gFEQd ta ln rr { t Ins.1 'n.|trt." 6r th€ EM Eroup of conprnl€i Form flo. cMEll3A 5/91 T0: l'fECl'l Entenprlses J08 li0. 4 178 93-3 0ATE: l'?V94 Attn: Eustaqulo Cort i na P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149 PR0JECI: Liftside Euilding, east of hfesthaven Orive and t'rest i n Hotel , South Frontage Road hrest, Vail, Colo. PLACEI.{EIIT LOCAT I OI{ ;South Side of Liftside Condos. BATCH IICKTT It{FORttATiOl{ SUPPLI€R: llestern l'lobile TRUCK r{0. i89 TIqKIT r{0. 1351 HIX OtslGN N0. 44 TIIIE BATCHEO: I:t3 At{ Tl}lE ARRIVEO: 7:45 All TIHE PLACED: 8:05 Atl-CU. YD. LOAD/ACCUM: 4/4/21 FIELD TESTIIIG INFORI.IATIOII SAMPLE TEHP: 69 "F AIR TEIIP: 57 .F TII',IE TEST TAK€fl: 8: 15 Al.'l SLUIIP: 4 1/4 It{. AIR C0NTEilT: 5.6% l/ET UNIT }JEI6HT: J08 SPECIFICATI0iIS: SLUIIP: Max.4 ltl. AIR C0NTE|iT: 4-8% ITATER ADDED AT 5IT[ 3 GAt. CYL Il{DER iI{FOR!.IAT IOI{ l{0. 0F CYLINDERS: 6 CILIT{0ER SIZE: 6"x 12" TIMI CYLINOERS CAST: 8:30 Atl }JHERE CAST: 0n-Site cuRIfl6 I $F0RI4AT Iori INITIAL CURE: 24 hours 0n-Site OATE RECEIVED AT LAB: 7-ZL-94 FIELD SToRAGE FACILITIES: Insulated Cure Box 8Y: Dusty Dowd M I N/MAX A6E OAYS OATE TESTED TOTAL IOAO (LBs ) OIAIIETER ( | NCHES ) AREA (sq Iil) c0r{P. s TR . (Psr) IYPE OF FRACTURE CYL i NDER IJE I GHT (L8S) CYL INDER UXIT I',E I6HT ( PCF) I I z6 to 56 56 7-28-94 7 -28-94 s- l7-94 8-ii-94 9- l4 -94 e- | A-qi! 76,000 63,000 100 ,000 105.000 6.02 5. 98 5.98 5 .98 28.46 28.09 28. 09 28.09 ?67 0 2?40 3 560 37 40 con/shear con/shear OES IGI{ STREN6TH 4000 Psl @ 28 DAYS TESTS BY LABORATORY PERSOI{NEI ARE IN ACCORDANCE I.IITH APPLICAELE ASTI.I IIETHODS UNL€SS OTHERIIISE NOTED SOI.IE 1IIFORMATIOII OF TEST REPORT },tAY BE PROVIDEO 8Y OTHERS RE},IARKS: CoPIES: R.A. l'lelson & Associates, lnc Town of Vail; Uestern tlobile; J V A, Inc.; Gwathney Pratt Schultz 0usty Dowd Bobby J. Hays FIELD OBSERVER APPROVED SY '/ I { tt,'.,l I CHEN-NORTHER coilsuLtI[c EltotNEERS AID REPORT OF CONSTRUCTION ACTIVITIES T0: ilfCl.l Enterpri ses J08 t{0. 4 178 93-3 DATE: 7-29-94Attn: Eustaquio Corti na P.0. 8ox 3149vall, C0 81658-3149 0A[LY REPoRI tlo. 88 SHEET l0F I PROJECT: Liftslde Building east of |lesthaven Orive and l,lesti n Hotel , South Frontage Road llest, Vail, Colorado. ITEATHER COl{0lTlOt{S AND TEIIIPERATURE: Partly Cloudy - 59 degrees F, COI{TRACTOR'S COiISTRUCTIOfl ACTIVITIES PERSOTI EL: I{AJoR EQUIPIIEIiT: Concrete Pump Truck ACTIVITIES: Placing concrete in various places. CHEI{-HORTHERI{'S SITE ACTIVITIES \le arrived to the jobsite as requested to tsnoerature tests. lJe also cast one set test concrete to be placed, including s1ump, air and of six cylinders for compressive break strengths. VEREAL COHMUNICATIOI{ I.'ITH CONTRACTOR, ENGINETR, ARCHITECT, O|d'NER Jeff with R. A. Nelson & Associates was informed of the field test results COP IIS: R.A. J V A, Inc.; l{el son & Associates, Inc. Gwattrney Pratt Schul tz Town of Vai I Jir'l H. 0avis FITLD OESERVER Fred R. Cameron APPROVED BY '.) Ar r mutu.l protGction to cllents, th€ Fubli€ .rid ours€lves, all reports.re lubmittecl as the confidentinl. properry of our,clients. and ruthorlz.tto; tor publlc6tlon o{ stlt€ment. Cohclusions or ert.acts iror or.e9..ding our repor!i ie reserved i""itng-o,rr r|rltten rPproval' Sdrpl.r rlll bc di3po3ed of lfter testing is complct.d unless other .rr.trg6.tr6nt! are tgreed to in writlng. A nembc. of th€ HIH group ot companies CHEN-NORTHERN, INC. C{'I{SULTIII6 EI{GIIIEERS AIIO SCIEIIT I STS REPORT OF CONCRETE TEST CYLINDER DATA Ai. nutqrl prot.ction to cllentr, th€ pubtlc rnd ouFe.lve., !11 riports rrs 3ut fl{tted !3 the contidi.hti.l Prop€rty of cllants,.nd rtthorlz.tlor tor publlc.tlon ot itrteh€nts. Conclurlons or €xtrlcti fro.n orl.€g{Fding oqr r€ports is res.rved Fend{ng our. ttr,itt€n rpprovll, 5.6plre wlll bc dlsposcd of .ft€. ta6tlhg l5 conpl.iGd !n]ess other .rr.ngements agreed co In Hrltlng. A rtdnt.f ;t the !J!! group ol compenlcs Foim No' CMEll3A 6191 T0: llEcfl lnterpr'tsas J08 ll0. 4 178 93-3 0ATE: 7-29-94Attni Eustaquio Corti na P.0. Box 3l'[9 SttEET 1 0F IVaiI, C0 81658-3149 PR0J€CT: Liftsid€ 9uilding, east of l,rasthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEIiEI{T LOCAT I OI{ :t{ultiple locations on Jobsl te. BATCH TICKET lliFffil-lATl0tl SUPPLIER: lJestern l'lobi]e TRTEK t{0. l5l TICKET t{0. 13937 }'tIX DESIGN N0. 44 TIIIE EATC}IED: 7:08 AI.( TII.IE ARRIYED: 7:35 AI'I TII'II PLACTD: 7:40 AIII.CU. YD. LOAD/ACCUM: I/7/14 FIEL0 TESTII|G IllF0RHAIIOlt SAIIPLE TE[P: tZ "F AIR TE]iP: 59 "F TIHE IEST IAKEI{: 7:45 Al,l SLlJllP: 2 3/4 It{. AIR CONIEI{I: 6.5% tl€T UI{IT UEIGHT: 140.3 JOB SPECI FICATI0IIS: SLlJllP: l,lax.4 IN. AIR C0t{T€t{T: 4-8% IIATER AD0E0 AT SITE 13 GAL. CYL II{DER IIIFOR'{ATIOI{ ti0. 0F CYLI 0ERST 6 CYtll{0ER SIZE: 6"x 12" TIt'lE CYLIIIDERS CAST; 8:00 AM l/HERt CAST: 0n-Site CURIIIG I IIFOR}IAT IOII IIIITIAL CIIRE: 24 hours 0n-5ite DATE RECEiVFD AT LAB: 7-30-94 FIELD ST0RAGE FACIIITIEST Insulated Box 8Y: Jim H. Davis lllfl/llAx AOE OAYS OATE TESTEg IOTAL LOAO (rBS ) OIAI4ETTR ( il{cHES ) AREA (sQ il{) COI{P.STR. (Psr) TYPE OF FRAC T UR E CYLINDTR VE I6HT (r8s) CYL II{OER UIIIT I/E IGHT (PcF) 7 7 2g 2B 56 30 8-5-94 8-5-94 8-26-94 a-?6-94 9-23-94 9-23-94 i12,000 115, 000 6.00 6.00 ?8 .27 ?8 .27 3960 407 0 DEsIGII STREIIgTH 4000 PsI 0 28 DAYS IESIS 8Y LABORATORY PERSOI.II{EL ARE III ACCOROANCE !IITH APPLICABLE ASTI'I I'IETHOOS UIILESS OTHERI.,ISE I.IOTED SOME I I{FORi{AT I OII OF TEST REPORT fiAY BI PROVIOED gY O1HERS RIMRKS r DOPIES: R.A. liel son & Associates, lnc Ton of Vall; Uestern ilobilel J Y A, Inc.; Gnathr€y Pratt Schultz Jim H. Davis Bobby J. Hays FIELD OBSTRVER APPROYEO BY REPORT OF CHE}I-NORTHERN, INC. corsuLTrfld treneens mo scl€ql$rs' CORE TESTING fO: [ECl{ Enterprlses J08 ll0. 4 178 93-3 DATE: 7-5-94 Attn: Eustaqui o Croti na P.0. Box 3lil9 SHEET 1 0F I ValI, C0 81658-3149 PR0JtCT: Liftside Euilding East of llesthaven Drlve and llestin Hotel , South Frontage Road trest, Vail, C0. CoR€ SAilPLE L0CATI0I| I t{F0flf.lAll0l{: Sarples taken between P4 and P5, Approxinately I' l{orth of L Line lfal I on Rano. CORE PROPERTIES AIIO CURII{G AGE IIHIII CORED AGGREGAIE SIZE R€lllFoRCEl.lEllT rloTE0 I nFoRl.tAT I0rl TEsTTO EIiO PREPARATIOII COIIDITIOIIII{G AIR ORY TTIIPERATWE HotiRs OAYS CORE COI,IPRESSIVE STREIIGTH T IIFOftI.'IAT I O?I CORE ilIf{BER DATE TESTED coRE (rr{l coRE AREA (sQ ilr)) coRE L€iloTH ( Iil) CO&E LEI{GIH CAPPEO (IN) CORE LE?{6TH/DIAI.IETER RATIO CORRECTIOII FACTOR CoRt IIEIGHT coRE uflIT I{EIGHT (PCF) }.IAX I I,IUTI LOAD CORE COI.IPRESSIVE STRENGTH (PSI) RATE 0F LoADI r{G (P5IISEC) TYPE OF FRACTME I 8-30-94 I .83 x 2 .44 4 .47 4.03 1.89/l .99 t7 ,600 3900 i50/sec 2 8-30-94 1.82 x 2.39 4.35 3.98 1.83/r .99 17 ,500 39 80 150lsec J 8-30-94 2.03 x 2 .31 4.81 3.85 1.60/1 .97 l7, 100 3450 150/sec 4 8-30-94 2.17 x 1.89 4. 10 3.90 I .90/ I 1.00 l6 ,200 3950 150/sec STATISTICAL AIIALYS I S SPEC IF I ED 85,( 5PTCI F I TD 75X SPECIFI€O 9TR€t{GTH STREI{G TH STREI{6TH AVERAGE STRENGTH LOT'E5T STREN6TH '% % SPICIFIED sTR€NGTH SPECIFIEO STRENGTH PR0GRESS REPORT: Because cores were i nio a rectanqul ar too thin to break according to ASTM standards, they viere trinmed shape, capped and then broken. COPIES: R.A. llelson & Associates, Inc.; lfestern llobile: J.V.A., Inc. Town of Vail G*athnev Pratt Schul tr: Bobby J. Hays FIELO OBSIRVTR APPROVEO 8Y ai . nutu.l pfrtact{on to clJrnls, th€ Pqhllc cll.nti. rnd authqrl:atlon tor Pobllc.tlo|r oi pcrdtrg osr |rrltttn .Pprov.t. S.cpl€s wlll be in wrl t I ng. .nd our3.l v.t, alI rcp.rtt statahchtt, Conclutloni oi d I spoicd of !lt.r tcstlng ar. 3ubmlttcd .5 lh. confidentiol proP"tv o{ artractr froin or r€glrdih9 olr f.Ports is r€terved lE cotnolctad ||nl.ss other !.r.nqefirent5 agreed to A tnenber of the HIH grouF of Co|np'nl€s' CHEN.NORTHERN, INC. coltsulTIt{6 EI|GI I{EER5 At{0 scIEltTIsTs REPORT OF CONCRETE TEST CYLINDER DATA As . mltsal piotection to c'llGnts, th. publlc 6nd oursclves, .Il r€po.ts.rr sqbmltted t3 the conlidlantlal proPerty of cltG'lta, rnd ruthorlzrtloh for publlc.tlon of st.tenert3. Conclusloh: or axtract:, {r_om or_ reglrdlng our rePorts ls r€sirvect pandtng our yrlttcn .pproval. Sanplai wl!l be disposcd of rfter testlng ls compl€ted unless other.rrlng€nents rgrc€d lo ln wrltlng. A mi'mCcr 6t th. !:! gioup of conplnle.' Form No. cMEIl3A 5/91 T0: llECtl €nterprises JOB t{0. 4 178 93-3 DATE: 7-8-94 Attn: tustaquio Cortl na P.0. Box 3149 SHEET 1 0F 3VaiI, C0 81658-3149 PROJECT: Llftside Building, east of Vesthaven Drive and l{estin Hotel , South Frontage Road l{est, Vail, golo. PTACEI.IEIIT LOCAT TOII :Large Deek on llorth Side of Job. EATCH TICKET I flFORl.lAT I0t{ SUPPLIER: llestern l,lobile TRUCK ll0. 158 TICKEI t{0. 1323 l'lIX 0ESIG|{ N0. 44 Tlf,ft BATCHEO: 6:12 Atl Tlllt ARRIVED: 7:01 /rft TIil€ PLACED: 7:05 Af'l-CU. YD. L0AD/ACCW: 7/35 FIETD TESTIIIG IilFoRl,lATIoN SAI4PLE TEtilP : 67 "F AIR TE P: 65 "F TI}IE TEST TAKEII: 7:10 AM SLU P: 5 1/2 I . AIR COI{TEI{T: 6.1% llET UlllT I,EIGHT: JOB SPECIFICATI0IIS: SLUI,|P: l'lax.4 lll. AIR 9OflTEl{T: 4-8i{ \,IATER ADOED AT SITE 6 GAt. CYL I l{DER IllF0Rl.lATIotl ll0. 0F CYLIIIDERS: 6 CYLIiIDER SIZE: 6"x 12" TIIIE CYLIT{0ERS CAST: 7:20 AM IIHERE CAST: on-Site cffiINC I[Fm.].tAT I0r{ INTTIAL CURE: 0n-Slte FIELD ST0RAGE FACILITIES: lnsulated 8ox 0ATE RECEMD AT LA8: 7-11-94 8Y: Jim H. Davis I,|IN/MAX A6E OAYS OATE TESTED TOTAL IOAD (tBS) DIAI'IETER (rf{cHEs) AREA (sQ lr{) cor4P. sTR. (Psr ) TYPE OF FRACTURE CYLINDER !,E i6HT (LBS ) CYL I NDER UI,IIT I.IEIGHI (PCF) 7A 7A 31A 314 56A H H 7-15-94 7-15-94 8- 8-94 8-8-94 9-2-94 9-?-94 79,500 83,000 108,500 106,500 122 ,500 129,000 5.98 5.97 6.00 6.00 5.99 5 .99 28.09 27 .99 28 .27 28.27 28. 18 28.18 2830 ?97 0 3840 3770 4350 4580 shear shear shear snea r DESIGI{ STREITGTH 4OOO PSi O 28 DAYS TESTS BY TABORATORY PERSOI{IIEL AR€ IN ACCORDANCE VITH APPTICAELE ASTI'{ I.IETHODS UNLESS OTHERI.'ISE I{OTED SOI.{E I }IFORI.IAT I OIl OF TEST REPORT I,IAY BE PROVIOED 8Y OTHERS RE},IARKS: COPIES: R.A, l,lel son & Associates, Inc Town of Vail: llestern l,lobile; J V A, Inc.; Gnathrrrey Pratt Schultz Jim H. Davis Bobby J. Hays FIELD OESIRVER APPROVED BY CHEN.NORTHERN, INC. COilSULTIl{G EIIGT}IIERS At{D SCIENTISTS REPORT OF CONCRETE TEST CYLINDER DATA A! . nrutu.l pFotaci.lon to cltents, th. publ{c and ourlalv.s. all raport3.re lubmitted !s the confidleht{il property of clt.nt3, .nd ruthoFlr{tloh for pqbl{crtlon of 3tltan nts. Conct|rslon3 or crtr..ts fro,n or r€gardlng our r6Por_t3 is rc:€t'v.d pcndlrg our.,r,n-lttch llFroval. s.mFle3 wll'l bc dlspo3ed ol aft.r t€ltlng i3 cornpletrd un'larE other qrrangGm€ntt lgt'aed to ln wrttlng. A n'€nt;r 6f th. !l! group of comp.nles for|tr No. Ct'tE113A 6/91 I0: llEoll Enterprl Bes JoB lio. 4 r78 93-3 DATE: 7-8-94 Attn: Eustaquio Corti na P.0. Box 3149 SHEEI 2 0F 3 VaiI, C0 81658-3149 PROJECT: Liftslde Building, east of llesthaven Drive and Uestin Hotel , South Frontage Road l,lest, Vail, Colo. PTACEiIEIIT LOCATIOII:Large 0eck on t{orth Side of Job. BATCH TICKET Il{F0RtlATI0ll SUPPLIER: l/estern }lobile TRUCK [0. 189 TICKET t{0. l3?3 t'tIX DESI6I{ I0. 44 TIIIE SATCIIED: 7:09 A!,1 TltlE AIRIVED: 7:31 Al,l TIIIE PLACED: 7:41 Al,t-CU. Y0. L0AD/ACCU||: 7163 F]ELD TESTITIG ITTFORI.IATIOII SAHPLE TEI,IP: 68 "F AIR TEfiP: 68 OF TIllE TEST TAKFI{: 7:50 At{ SLWP: 5 3/4 ltl. AIR COl'lTEllI: 6.2X vET Ut{lT ITEIGHT: J08 SPECI FICATIOIIS: SLUI4P: llax.4 It{. AIR C0tlTEtlT: 4-81 ITATER A0DE0 AT SITE 5 GAL. CYLIIIDER IIIFORI,IATIOil t{0. 0F CYLIT{DERS: 6 CYtIll0ER SIZE: 6"x fZ" Tl}lE CYLII{DIRS CAST: 7;55 Alf l,lHERE CAST: 0n-Site Cffi,It{G IilFOR}IAT]01{ IIIITIAL CURE: on-Slte FIELD SToRAGE FACILITIES: Insuiated Box 0ATE RECEMD AT LA8: 7-ll-94 BY: Jim H. 0dvis l,{lN/HAX AGE DAYS DATE TESTEO TOTAL LOAD (rss) DI AI.IETER ( IilCHEs) AREA (sQ iil) COMP. STR. (PSr ) TYPE OF FRACTURE CYLIIIDER I/TI6HT (LBs) CYLII{OER UI{IT IJE ICHT (PcF) 7g 7B 318 318 5DO 568 H H 7 - l5-94 7- 15-94 8-8-94 8-8-94 9-2-94 9 -2-94 90,000 87,500 121 ,000 121,500 127,500 132,500 5.98 5.97 6.00 6.00 5.99 5.98 28.09 27.59 28 .27 2.8 .2t 28. 1S 28.09 3200 313 0 4280 4300 452 0 4720 con/shear con/shear con /sp] i t DESIGN STRTI.IGTH 4OOO PSt € 28 OAYS TE5T5 BY LABORATORY PERSOIINEL ARE IN ACCORDAI{CE UITH APPLICABLE ASTM I.iETHOOS UI{LESS OTHERUISE NOTIO SOI,IE II.IFORI,IAT]ON OF TEST REPORT I'IAY BT PROVIDED BY OTHERS Rtl,lARKS: As requested by the client, remaining cyl inders r+ere djscarded after design strength vas attai ned. COPlE5: R.A. t{e1son & Associates, lnc.: Town of Vail; llestern Mobile; J V A, Inc,; Gwattxney Prait Schultz;Jim H- Davis Bobby J. Hays FIELD OBSERVER APPROVEO 8Y CHEN.NORTHERN, INC. CONSULTIIIG EIIGII{EERS AIID 5CIEI{T I STS REPORT OF CONCRETE TEST CYLINDER DATA A3 r m(t(.rl protactlon to.ltcrtr, tltr prbllc and ourselva3, rlI rcport3 nre subnitted !s the confldleht{.1 Proterty of cll.nt3r .nd .uthort2!t{on for publlcation of stltements. concluslone or extracts from or rcgarding our r.ports 1:I:.::t.dp€rdlng oot- rrlttln .pprovrl, Samples nlll b. dlspos.d of rftcr tastJhg is compl€ted onleis oth€r arrrngements agr€eq Eo In trltln9.a r"emtcr ir th. !I! group of comprnle. fom o, CME113A 5/91 T0: l{ECl,l Enterprises J08 lilO. 4 178 93-3 DATE: 7-8-94 Attn: Eustaquio Corti na P.0. Box 3149 SHEEI 3 0F 3Vall, C0 81658-3149 PR0JECT: Liftside Euildlng, east of Uesthaven 0rive and tJestin Hotel , South Frontage Road Vest, Vail, Colo. PLACETIEI{T LOCAT IOI{ :Large oeck on l{orth Slde of Job. BATCH TICKET ItlFORMATIOll SUPPLIER: !/estern f'lobile TRrcK ilo. I5O TICKET XO. I3?4 I,IIX DESIGN t{0. 44 TIf,fE BATCHED: 8:34 All TIIIE ARRIVED: 8:55 Al,l TIl,lE PLACED: 9:05 A|1-CU. Y0. L0AD/ACCUM: I 11121163 FiELD TESTI]{6 I I{FORI{AT I Ol{ SAI{PLI TETTP: 68 "F AIR T[}IP: 69 .F TlllE TEST TlrXEl{: 9:10 All SLUl,lP: 4 3/4 IN. AIR COt{lEt{T: 5.6% \,lET Ul'llT t'lEI6HT: J08 SPECIFICATI0II$: SLUIIP; l|ax.4 Il{. AIR COllTEllT: 4-8% UATER ADDED AT SITE 5 6AL. CYLI I{DER II{FORI'IATIOII l{0. 0F CYIII{DERS: 6 CYLIIIDER SIZ€: 6"x 12" IIl,lE CYLIIIDERS CAST: 9:20 Al'{ IJHERE CAST: 0n-Site cffiIflG IfiFoR[ATIot{ IIIITIAL CURE: on-Site FIELD SToRAGE FACILITIES: DATE RECEIVEO AT LAB: 7-11-94 8Y: Jim H. Davis MIt{/ilAX AGE DAYS DAIE TESlED TOIAL LOAI) (LBS) O IAftIE TTR ( I NCHES ) AR[A (sQ It{) coHP. srR. (PSI ) TYPE OF FRACTURE CYLI NDER l',8 I GHT (LBS) CYLII{OER Ut{IT IIEIGHT (PcF ) 7C 7C J IT, 3lC 56C 56C H t{ 7-15-94 7-15-94 8-8-94 8-8-94 9-2-94 9-2-94 89,000 90,000 120,000 118,S00 140,500 137.000 6. 00 5.99 6.00 6. 00 5.98 5.98 28.?7 28. l8 26 .27 28.?7 ?8.09 28.09 3150 3190 4240 4190 5000 4880 shea r shear D[SIGT STREI{STH 28 DAYS4000 PSt @ IESTS 8Y LAEORAIORY PERSOI{I{EL ARE II{ ACCORDAIICE IIITH APPLICABLE ASTM I'IEIHODS UNLESS OTHER!'ISE NOTED SOI.IE II{FORI,IATION OF TEST RIPORT MAY BE PROVIDEO BY OTHERS REIIARKS: As requested by the cl ient, remaining cylinders were d'iscarded after design strength nas attai ned. COPIE5: R.A. llelson & Associates, lnc Town of Vail: tlestern llobile; J V A, Inc,; Gwathey Pratt Schr'l tz Jim H. Davis Bobby J. Hays FIELO OBSERVER APPROVEO 8Y 'Rtc't}sEP 21t994 CHEN.NORTHERN, INC. COI{SULTIt{G EIIGITIEERS AI{D SCI E}ITI STS REPORT OF CONCRETE TEST CYLINDER DATA As. nuturl protect{on to cll.nts. thc publlc .nd our3clvss, .'ll reporti f€ 3ubmltt€d .s tha confldlentl.l FroPerty of cl.l€nt3,6nd authorlzation for publlcatlon of stltements. Conclusioni oi axtrlcts from or r€glrdlng our reports is reserved pcnding our wrltten appiov.l . Slmple3 will b6 dlspoa.d of rftct te6tlng la conplet.d unl€55 othc.6rrangomtnts agr...l to 'ln r$ i t ing. A m.mbar 6f th€ ts!! group of conF6nl.3 Form No. Cl'lElltA 6/91 T0: l.lECM Enterpri ses JoB 1{0. 4 i78 93-3 0ATE: 9-8-94Attn: Eustaqui o Corti na P.0. Box 3149 SHEET I 0F 1Vail, C0 81658-3149 PROJECT: Liftside Building, east of tlesthaven Drive and tJestin Hotei, South Frontage Road ldest, Vail, Colo, PLACEMEI{T LOCATIOI{:Pad for Pool Stai rcase. BATCH TICKET I1{F0R|.'|ATI0N SUPPLIER: l{estern l,lobile TRUCK 1{0. 100 TK TICKET tio. 1509 iltX 0ESIGi{ ilo. 44 TlllE BATCHED: 12:44 PM TII1E ARRIVED: l:30 PM TIIIE PLACED: 1:45 Pll-CU. YD. L0AD/ACCUil: 7/30 FIELD TESTII{G Il{FoRllATIofl TIl,lE TEST TAKEI{: 2:00 Plil JOB SPECI FICATIOI{S: SLUHP: 3 SLUIIP: tlax.4 IN. II. SAI.IPLE TETIP: AIR C0liTEl{T: 5.3% AIR C0l{TEt'lT: 4-8% 75 "F AIR TEMP: 80 .F tlET UNIT IjEIGHT: 141.3 I,'ATER ADDED AT SITE () GAL. CYL I NDER I IIFORI.IATIOII ti0. 0F CYLINDERS: 6 CYLINDER SIZE: 6"x 12" TII,{E CYLiNDERS CAST: 2:15 Pl'l UHERE CAST: on-Site CUR I NG I I{FORI.IATIOI{I ITIAL CURE: 0n-Site FiELD STORAGE FACILITIES: Insulated Cure Box DATE RECEMD AT LAB: --- 8Y: Ken La0roix llIN/tlAX AGE DAYS DATE TESTED TOTAL LOAO (LBS) DIAI,IETER ( il{cHES) AREA (sQ rr,r) coilP . sTR. ( Psr ) TYPE OF FRACTURE CYLINDER I'EI6HT (LBs) CYL I I{DER UNIT }IE IGHT (PcF ) 7 28 ?8 28H 28H 9-15-94 9-15-94 l0-6-94 t 0-6-94 l0-6-94 l0-5-94 106,500 110,000 5.99 28.18 28. 18 3780 3900 shear shear DESIGN STREIIGTH 4OOO PSI @ 28 DAYS TESTS BY LABORATORY PERSO}II{EL ARE I}I ACCOROATICE YITH APPLICABLE ASTI,I I.IETHODS UI{LESS OTHERII,ISE IIOTED SOI,IE ]IIFORI,IATIOi{ OF TEST REPORT I.{AY BE PROVIDED BY OTHERS REiIARKS : COP1ES: R.A, Nelson & Associates. Inc Town of Vail; Uestern Mobi le; J V A, Inc.; Gvrathney Pratt Schultz Ken Lacroix Eobby J. Hays FIELD OBSERVER APPROVED BY ,8il z z dts CHEN.NORTHERN, IN CO SULTIIIG EII6II{EERS AI{D SCIEl{TISTS REPORT OF CONCRETE TEST CYLINDER DA A3. mstu.l prot.etlon to €llcnts, th. publlc.nd ouF3.lv.i, .ll r.port. ar. .ulmltt.d t3 tha contldl.ntlrl proF.rty gf cll.nts. .nd ruthorlz.tlon for publJcrtloh of 3t.t.||Ent3. Conclu3lon3 or .xtl'act5 fr'om or r.grrdlng our rtPort3 ls r...rvcd p€ndlng our wrltt.I .pprov.l. s.|!pter |lltl b. dl.poi6d ot aftcr tcatlng la cofiPl.t.d u||l33a oth.r.t.rlng.mcnts egfc.o to ln t{rltitrg.A'il;il; ;i th. !!! sroup of comp.nler Forrn flo. cltgll3A 6191 T0: l,lECll Enterprises JOB ll0. 4 178 93-3 DATE: 7-20-94 Attn: Eustaquio Corti na P.0. 8ox 3149 SHEET I 0F I Vat l, C0 81658-3149 PRoJECT: Ltftslde Sullding, east of llesthaven 0rive and l{estin Hotel , South Frontage Road Uest, Vail, Colo. PLACEHEI{T LOCATIOI{:South Slde of Llftslde Condos. BATCH TICKET IllF0RllATIoll SUPPLIER: ljestern llobile TRUCK t{0. I89 TICKET ilo. 136l l,tIX DESIGT{ ll0. 44 TIf,lE BATCHED: 7:13 M IIl,lE ARRIVED: 7:45 Al.l TIIIE PIACED: 8:05 fU,l-cu.YD.L0AD/ACCUll: 4l4l2I FIELD TESTIiIG I t{F0Rl,lATl01{ SAI'IPLE TEI'IP: 69 'F AIR TEIIP: 57 T TIHE TEST TAKEI{: 8:15 Atl SLUIIP: 4 l,/4 lll. AIR C0llTEl{T: 5.6X tlET UI{IT IIEIGHT: JOB SPECIFICATI0I{S: SLUIIP: l,lax.4 lll. AIR COllTEllT: 4-8X ttATER AODED AT SITE 3 GA!. CYLT DER II{FORI.IATIOI{ l{0. 0F CYLII{DERS: 6 CYLII{DER SIZE: 6"x 12" TIl.lE CYLIIIDERS CAST: 8:30 Al{ IIHERE CAST: 0n-Site CWII{G IIIFORHATION IIiITIAL Ctfr.E: 24 hours On-Site DATE RECEMD AT LAB: 7-21-94 FIELD SToRAGE FACILITIES: Insulated Cure Box BY: Dusty 9o$d f,lItl/MM ACE DAYS DATE TESTED TOTAL LOAD (LBS ) OI AI,IETER ( lllcHEs ) AREA (sQ il{) c0HP. sTR. ( Psr ) TYPE OF FRACTURE CYL IIIt)ER TIE I GHT (L8S ) CYLII{OER UI{IT IIEIGHT (PCF) I 6 28 2g 55 56 7 -ZE-94 7-28-94 8-17-94 8-17-94 9-14-94 9-14-94 76,000 63,000 100,000 105,000 129,000 126.500 6.0e 5.98 5.98 5.98 5.98 5.99 28.46 28.09 28.09 ?8.09 28.09 28. 18 2670 2240 3560 3740 4 590 4490 con/shean con/shear snear shear DESIGII STREI{GTH 4OOO PSI O 28 DAYS TESTS BY LABORATORY PERSOIII{EL ARE lII ACCOROAIICE IITH APPL1CAELE ASTI'I I'IETHODS UIILESS OTHERT'ISE I{OTED SOI,IE II{FORI,IATIOII OF TEST REPORT I'IAY BE PROVIDED BY OTHERS RfIIARKS: CoPIES: R.A. l{elson & Associates, Inc To n of Vail; llestern l'lobile; J Y A, Inc.; Gwattmey Pratt Schultz Ousty Dowd Eobby J. Hays FIELO OBSERY€R APPROVED BY CHEN.NORTHERN, INC. cot{suLTl lrc {6lfiEERS Ar{0 SCIEt{TIST5 REpoRT oF coNcRETE TEST cvlinoen DATA Ar. hutual protcctlon to cll.ntr, thG publlc.nd ouri.lv.r, .ll r.ports.r.3ubotlttcd !s th€ confldl.ntl.l proP.rtJ of cllcnt3, .r!d luthorllrtlon fo|. publlc.tlon of itatdnaots. Conclu3lon3 or.xtrects fro|r| or rca.Fdlng our r.portt !:_I:t::ttop.ndlng_our wrlttcr rpproval. s!|npl.3 Hlll be dlspor.d of rftcr tcstlnE li coorplat.d unl.a3 oth.r crrrngar.ht3.gr.€o Eo ln wrltlna.e ncnrti. 5i th. E!! group o? conp.nl.t Forft tlo. c}lEll3A 6/91 T0: llEcf,l Enterpri ses J08 ll0. 4 178 93-3 DATE: 8-17-94Attn: eustaquio Corti na P.0. Box 3149 SHEET I 0F IVaiI, C0 81658-3149 PR0JECT: Liftside Building, east of llesthaven Drive and l't€stln Hotel , South Frontage Road llest, Vail, Colo. PLACEI,IEIIT LOCATIOI{ :C Shaft/Totrer Stai rs. EATCH TICKET II{FORI,IATIOX SUPPLIIR: Uestern Hobi]E TRTJCK ilo. 102 TICKEI lto. 1453 l{lx DESIGII X0. 44 TIHE BATCHED: ?:52 Pll TIIIE ARRIVEO: 3:05 Pl,l TIl'lE PLACED: 3:20 P|'|-CU.Y0.L0A0/ACCUH: 717128 FI€10 TESTIIIG I tlFORl{AT IOt{ SAI,IPLE TEIIP: 81 "F AIR TEI'IP: 85 "F Tlllt TEST TAKET{: 3:25 Pll SLU}IP: 4 lll. AIR C0llTEl{T: 5.6X UET Ullll I,/EI6HT: 135.7 J08 SPECI FICATI0IIS; SLUIIP: Hax.4 IN. AIR COllTEl{T: 4-8X HAIER A0DED AT SITE ?Z GAL. CYL 1 I{DER I IIFOR}IAT IOT{ l{0. 0F CYLIT{DERS: 6 CYLII{0ER SIZE: 6"x le" IIIIE CYLIII0ERS CAST: 3:40 Pl'{ UHERE CAST: on-Site CURII,IG IIIFORI,IATIOI{ I llI T IAL CURE: 0n-Site OATE RECEMO AT LAB: --- FIELO ST0RAGI FACILIT]Es: insulated Cure Box BY: Jim H. Oavis lllN/llAx DAYS DATE TESTED IOTAI LOAD ( tBs) O I AI'IETER ( r ilcHES ) AREA (sQ Ilr) COMP . STR. (Psr ) TYPE OF FRACTURE CYLIflDER !,E I GHT (LBS) CYL II{OER U]IIT lTEIGHT ( PCF) I 33 33 8-24-94 8-24-94 9- l9-94 9-19-94 9 - l9-94 9- l9-94 67 ,000 59,000 1?4,000 I20,000 IZ4 ,500 1?l .500 6.00 5.97 5.39 5.99 5.99 6.00 28.?7 21 .99 e8.18 28. 18 28. 18 28.27 ?37 0 2l l0 4400 4250 4420 4300 shear shea r shear shear DESIGII STREI{GTH 4OOO PSI O 28 OAYS TESTS BY LABOf,ATORY PERSOilfiEL ARE I1{ ACCOROAIICT I.IITH APPLICABLE ASTI.I I.ITTIIODS UIIL€SS OTHER!'ISE NOTEO SOI4E I I{FIIRHAT I OII OF TEST REPORT IiAY BE PROVIDED BY OTH€Rs RElllrRKS: COPIES: R.A. l{el son & Associates, Inc Town of Vail; l,lestern llobile; J V A, Inc.; Gwattrney Pratt Schultz Jim H. Davis Bobby J. Hays FIELD OBSERVIR APPROVED 8Y REstr 0 1SE,i TOV- C0tuiivt. As r mstlal Drot.ctloo to cllent3. thr publlc cllantr, .rd iuthorlErtlon for Dubllcrtlon of pandl nlt our Fr.ltt.lr rppiovrl. ganFl.r |{lll b.ln wrl t I ng. A n|riD.r ot th. !!! troup of coitFrnlci CHEN-NORTHERN, INC. COIISULTIilG EIIGII{EERS AIID SCIEIITISTS OF CONCRETE TEST CYLINDER DATA DEvi r,,, t. REPORT .nd our3alva3, all reportE stataoant!. Conclu5lons or dlaFo3ad ot rttcr tr5tlng .F. lubmltted .3 the confldlcrtlal propcrty of rrtraatr trom or regard{ng our reFoits la |.e3arvadlE co|nplctcd unlcaB othai arrlngan€ntr rgrccd to Form No. CfiEtl3A 5/91 Ttl: lfEC}l Enterprl ses JoB ito. 4 t78 93-3 oATE: t-29-94Attn: Eustaquio Cortina P.0. Box 3149 SHEET I 0F IUail, C0 81658_-3149 PR0JECT: Liftside Btrilding, east of yesthrven Drive and lfestl n tlotel , South Frontage Road t{est, Vail, Colo. PLACEI.IE IIT LOCATIOI{ :ltultiple locatlons on Jobsl te. BATCH TICKET I IF0nilAT l0ll SUPPLIER: Uestern t'tobi I e TRUCK ri0. 161 TICKET lto. 13937 !,tIX oESIGT{ l{0. 44 TIIIE BATCI{E0: 7:{X} Al.l TI}IE ARRIVED: 7:35 Nl Tl}tE PLACED: 7:40 Af,l-CU.Y0.L0A0/ACCtil: 717ll4 FIELO TESTTI{G I }IFOR].IAT IO?{ SAI.IPLE TEIIP: 72 "F AIR TEi{P: 59'F TIIIE TtSl TAKET{: 7:45 M SLtf{P: 2 3/4 Il{. AIR C0l{TEl{T: 6.5f, t{ET UtllT ITIEIGHT: 140.3 J08 SPICIFICATI0IIS: SLWP: l,lax.4 lll. AIR C0l{IEllT: 4-8X I/ATER A00E0 Af SIIE 13 6AL. CYLII{llER IilFORHATIOII ll0. 0F CYLIIIOERS: 4 CYtIilOER SIZE: 6"x 12" TIIIE CYLIT{DERS CAST: 8:00 Ail YHERE CAST: 0n-Site CUR II{G TIIFORiIATIOII II,IITIAL CURE: 24 hours On-Site OAIE RECEMI) AT LAB: 7-30-94 FIELD ST0RAGE FACILITIES: Insulated Box BY: Jirn H. Davls l,tl l{/t{Ax AGE DAYS OATT TESTEO TOIAT IOAO (L8s) OIAIiIETER ( mcHEs) AREA (sQ ilr) COHP. STR. (Psr ) TYPE OF FRACTHE CYLIIIDER YEI€HT (LBs ) CYLII{DER UIlIT IJEIGHT ( PcF) ?0 ?8 56 ao 8-e6-94 8-26-94 9-23-94 9-23-94 112,000 115,000 131,000 135.000 6.00 6.00 5.99 5.99 26.27 ?8.27 28.18 28.18 3960 407 0 4760 4830 shear sneaf DESIGII STREIIGTH 4000 PSI O 28 DAYS TTSTS BY LAEORATffi,Y PERSOIII{EI ARE lII ACC()ROA}ICT TIITH APPLICABLE ASTI'I IIETHODS UI{LESS OTHERIIISE I{OTED SOI.IE II{FORIIATIOT{ OF ITST REPORT IIAY 8E PROVIDED 8Y OTHER5 RE}iARKS: COPIES: R.A. l{el son & Assoclates, Inc.; Tovn of Vall; llestern il,obile; J V A, Inb,; &{athrpy Pratt Schultz;Jim H. Davis Bobby J. Hays FIELD OBSERVER APPROVED OY t CHEN.NORTHERN, INC. COI{SULTI 116 E116IIIEERS AI{D SCIEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA ,A3 a nrtusl prot.ctlon to cllGnts, th. publlc and ourr€lvcr, all rapoitt rra lubmlttad t3 thc confldlcntirl FroPerty of clt.nts- and ruthorizrtton for DqblJcdtton of rtatdnant3. ConcluElon3 oi.rtrlct3 fron or r€grrd{ng our F.porta lt tcs€rved ii;eiii "r; xrtiicn approvar. Senpt.3 ,irll'l b. dispos.d of.ft.r testlng l3 complrt€d qnlerB oth€r crrlnscm.ntl agr.6.r ro tn wrl tl ng.A'r;;:;-;i th. ts!! group ot conptnl€s Fonn flo' ctfftl3A 6/91 T0: llEol,l Enterpfises J08 ll0. 4 178 93-3 DATE: 9-19-94 Attn: Eustaquio Cortl na P.0. Box 3149 SHEET I 0F 1 Va i'l , C0 81658-3149 PROJECT: Ltftside Building, east of Uesthaven Drive and Uestin Hotel , South Frontage Road Vest, Vail, CoIo. PLACEI.IEI{T LOCAT IOt{ :fJall , Swinming Pool BATCH TICKET I l{F0RtlAT I0l{ SUPPLIER: l,lestern ilobile TRUCK t{0. 100 TK TICKET 1{0. 015834 MIX DESIGN ilo. 14 TIME BATCHED; 3:22 Pl,l TI E ARRIVED: 3:50 Pll TIiIE PLACED: 4:00 PM-CU. Y0. L0A0/ACCUi|: 717 FIELD TESTIIIG I llF0RltAT IoN SAIIPLE TEMP: 75 T AIR TEl,lP: -- "F TII'IE TEST TAKEI{: 4:15 Pl'l SLUiIP: 3l/2 Il{. AIR C0NTEI{T: 4.51 llET UI{IT UEI6HT: 141.0 JOB SPIC]FICATI0NS: SLUI'IP: llax.4 IN. AIR C0t{TEt{T: 4-8% TATER ADDED AI SITE -- cAL. CYLII{DER INFORI4ATION l{0. 0F CYLII{DERS: 6 CYLINDER SIZE: 6"x l2r' TI}IE CYLIT{DERS CAST: 4:30 P},1 I'IHERE CAST: 0n-Site CUR IIIG I 'IFORIIATI OI{ II{ITIAL CURE: 0n-Si te DAIE RECEIYED AI IAB: --- FIELD ST0RAGE FACILITIES: lnsulated Cure Box BY: Ken Lacroix l4I t{/l{AX AGE DAYS DATE TESTED TOTAL LOAD (L85 ) DIAMETER ( rr{cHts ) AREA {sQ r}r) coilP. sTR. (PSr) TYPE OF FRACTURI CYLINDER },E i 6HT (LBS) CYLi NDER UI{IT UEIGHT (PcF ) 7 28 td 28H 28H 9-26-94 9-26-94 t0-t7-94 t0-77-94 I0-t7 -94 Lg-t7-s4 101 ,000 92,000 5.99 z8.18 28. tA 3580 3260 con/spl i t con/spl i t OES16II STREIIGTH 4000 PSI 0 28 0AYS TESTS BY LABORAToRY PERSOT{i{EI ARE lll ACCoR0AIICE }IITH APPLICABLE ASTf,l IIETH0DS UNLESS 0THERIIISE I{0TED SOI'IE II{FORI'IATION OF TEST RTPORT MAY BE PROVIDED 8Y OTHERS REIIARKS: COPIES: R.A. l{el son & Associates, Inc.; Tonn of Vai l; Uestern Mobile; J V A, Inc.; Gwathmey Pratt Schultz;Ken LaCroix Bobby J. HaYs F]ELD OBSERVER APPROVED BY CHEN.NORTHERN, INC. CONISULI IIIG EIIGII{EERS AXD SCIEIITISTS REPOHT OF CONSTRUCTION ACTIVITIES T0: l,lEcll Enterpni$es JoB fto. 4 178 93-3 DATE: 9-8-94Attn: Eustaqulo Cortl na P.0. Box 3149Vail, C0 81658-3149 DAILY REPORT tlO. 89 SHEET I 0F I PR0JECIT liftsidc Euilding east of Uesthaven Drive and l{estln Hotel , South Frontage Road llest, Vail, Colorado. IJEATHER COIIDITIOIIS AI{D TT'.IPERATURE COI{TRACIOR'S COHSTRIJCT I OI{ ACTIVITIES PEISOflflEL: l'lAJ0R EQUIPI'ltllT: ACTIVI TIES: CHEIi-I{ORTHERIJ'S 5ITE ACTIYITIES yestern tlobile was on-site plaeing concrete in the fonns for the pool stalrcase pad. l,re tested this concrete as requested. Concrete tert results Hili be sent under separate cover. VERBAL Colll.lutlIcATl0ll IJITH C0f'ITRACT0R, El{GII{EER, ARCHITECT, 01,,1{ER COPIES: R.A. llelson & Associates, Inc, J V A, Inc.; &ratlmey Pratt Schultz Ken LaCroix FIELD OBSERVER Fred R. Caneron APPROVTD BY Ai r nut$l Frotcctlon to cll.r|te, thc plbllc .nd ours.lv€s, all rrportr $c auh,nltt.d.3 thc conlld€rtlal prop€rty ol ou.r.cll.nts, arld lrthoalz.aloi for Futlicatlon ot rart.|'tc;t. Conclu3larr or oitractr irorn or'rrlrrdln9 our rGportr ls r.scrvcd pandlng our wr{ttan approv.l. Slmgla3 nlll b. di.pos.d of.ft€r te3tlng lr co|||plotcd unl.r3 oth.r. rtrtnt.nant3 rr. .grccd to ln wrltlng. A n Eb.r of th. !!! gio{.p ot co.nprnlca / CHEN.NORTHERN, INC. COI{SULTIIIG E]IGIIIEERS AIIO SCIEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar r hutu.l pigt.ctlon to cll.ntr, tha publlc and ogrralv.r, r'll raport3 .r. rubmltt.d qs thc cohf{dl.ntl.t proP.r'ty of cllanti,. rnd luthorlratton lor publlcrtlon of statqDentr. Conclurfonr or.itr.cta fro or reg.rdlno Dur Fcport5 It r.t.rvtd p.ndlnt our' c.rltt.n lFproval. Sanpl.s l',lll b. dltpor.d ot rtt.r tartJDg ii cotnp'l.t.d uril.rt oth.r..rangq$.ntt .gr..o to ln wrl tlng, A Dcnbrr ;l tho H!! gr.oup ol cofipenl* Fodn flo. Cr{El13A 6/91 t T0: f{ECl{ Enterptises JOB N0. /t 178 93-3 OATE: 9-13-94Attn: Eustaquio Corti na P.0. Sox 3l/19 SHEEr I 0F 2Vall, C0 8r658-3149 PR0JECT: Llftside Building, east of lJ€sthrven Drive and Uestln tlotel , South Frontage Road ltest, Vail, Colo. PLACE IEIIT LOCATIOI{:Stairc.se t{al I (Pool ) 9,ATCH IICKET lnFORl'lATI0ll SUPPLIER: l,estern llobile TRUCK lr0. 158 lK TICKET ilo. 1526 l{rx oESIGll ilo. 44 TIIfE MTCIIED: l?:40 Pll TII{E ARRIVED: 1:t0 Pll Tl}lE PIACED: -- CU.Y0.L0AD/lCCutl: '1J50 FI€LD T€STTiIG IflFORfiATlOil SAIIPLT TEIIP: 74 T AIR TEIif ; 78 "F TIl,lE TEST TAKEI{: l:45 Ptl SLtl,lP: 2 lll. AIR COI{TEI{T: 4.5fl ltrT UI{IT UEI6HT: 143.3 JOB SPECIFICATI0IIS: SLWP: l{ax.4 Il{. AIR COt{TtllT: 4-8I I/AI€R A00E0 AT SITE -- GAL. CYLIilDER IilFffi,IIA'TIOI{ l{O. 0F CYLIIIDERS: 6 CYLII0ER SIZE: 6"x 12" TIIIE CYLI]IDERS CAST: 2:00 Pltl ]IHERE CAST: On-Site CWII{G IIIFORiIATIOI{ I1{ITIAL CURE: On-Si te DATE RECEMD AT LA8: ---FIELD STORACE FACILITIES: In6u.Iated Cufe Box 8Y: ---ftfiruHAx A6E DAYS DATE TESTED TOTAL IOAD (LBS) DI,i'{ETER ( r lrcHEs) AREA (sq ril) c0llP. sTR. (Psr ) TYPE OF FRACTURE CYLIl{DER VEIGHT ( LBS) CYL I IIOER UI{]T IJEi6HT (pcF) 7A 7A 284 284 28A H 284 H 9-20-94 9-20-91 100,500 100,500 5.99 5.98 28.18 e8.09 3570 3 5S0 shear snear DESIGII STREITGTH 4OOO PSI O 28 llAYS TESTS 8Y LABORATOR1 PERSOI{}IEL ARE II{ ACC(IRDA]IC€ I'IIH APPLICASLE ASTI.I I'IETHODS UNLESS OTHERUISE ]'|OTED Sof.lE I l{FoRl,tAT I0l{ 0F TEST REP0RT l,lAY BE PR0YIDED BY oTH€RS REilARKS: COPIES: R.A, llelson & Associates, Inc To*n of Vatl; lJestern lhblle; J V A, Inc.; Grattney Pratt Schultz Ken Lacroix Sobby J. Hays FIELO OESERVTR APPROVED BY / CHEN.NORTHERN, INC. c0lrsutTIlrc EilGrr{EERs AlrD scIEilT I sTs REPORT OF CONCRETE TEST CYLINDER DATA As I tnutuil prot€ctloh to cllcnts, th. publlc.nd otl'ralv.s, ill r".ports .rc 3ubtrlttcd rs thc cor|fldlcnti|rl Propcrty ot cllenta, rrd authorlrltlon for pobllcatlon of rtatr{ntltr, Conclu3lons or.rtrlcts fro or reg.rdlng oui raPortt l3 n€3crvecl p.ndlng o{r ririttan aFprov.l. Sdnrlcr vrlll bG dl3potcd of lftrr tcatlng l3 cooPl.t.d ..nlar5 othcr errlngdtLot! .grcad to ln Filtlng.a r!.nb.r. ;t th. [!! grouF of comp.nl.. Fonn No. C]4Ell3A 6/91 T0: HECI{ Enterprises JOB H0. 4 I78 93-3 DATE: 9-13-94Attn: Eustaqui o Corti na P.0. 8ox 3149 SHEET 2 0F ?YaiI, C0 81658-3149 PR0JECT: Liftslde Building, edst of lresthaven Orive and Uestin Hotel , South Frontage Road llest, Vall, Colo. PLACElitEllT LOCATI0 : Pool PerirEter. SAICH TICKET IffF0RI,lllTIOl{ SUPPLIER: ty'estern llobile TRUCK t{0. 102 TK TICKET ilo. t527 r,tlx 0ESI6X ilo. 44 TIltfE BATCHED: ?:28 Plt Tll,l€ ARRIVTD: 2:40 Pll TIHE PLACE0: 2:50 PI.{-CU.YD.L0AD/ACC$,1: 28150 FIEIO IESTII{6 rilF0Rl{ATt0l{ SAIIPLE TEIIP: 72 "F AIR TEtfP: 75 "F TII'IE TEST TAKET{: 3:00 Pil SLullP: 61/2 I . AIR C0]{TEI{T: 5.51 IJET UNIT llElGHT: 141.3 JOB SPECI FICATIOI{S: SLtll,lP: llax.4 It{. AIR CO]{TEi{I: 4-81 UATER ADDE0 AT SITE 14 GAL. CYLI'{OER ITFORI,IATIOII N0. 0F CYLIilD€RS: 6 CYLIIIDER SIZE: 6"x 12" TIiIE CYLIIIOERS CAST: 3:15 Pil IIHERE CAST: 0n-Site CURI]IG II{FORHATIOII IIIITIAL CURE: 24 hours OATE RECEIUED AT LAB: 0n-51te FIELO STORAGE FACILITIEST Insulated ilt 1{/HAX Cure 8ox 8Y: AGT DAYS DATE TESTED TOTAL LOAD (LBs ) DIAI,IETER ( I ICHES ) AREA {sq Ix) col,lP . sTR. (PSr ) TYPE OF FRACTURE CYL IIIDER UE I GHT (LBs ) CYL ]IIDER UI{IT UEIGHT ( PcF) 78 7B 288 288 288 H 288 H 9-20-94 9-20-94 10-l I -94 10-11-94 l0-11-94 10- I t-94 117,500 l?5,000 5.99 5.99 28.18 ?8.IE 4170 4440 col urmar shear OESTGII SIREIIGTH 4OOO PSI 9 28 OAYS TESTS BY LABORATORY PERSOiIi{EI ARE III ACCORDAI{CE IIITH APPLICAELE A5TI.I I..IETHODS UIILESS OTHERUISE T{OTED SOI'IE II{FORI,IATIOII OF TEST REPORT }IAY 8€ PROVIDED BY OTHERS REiIARKS: COPIES: R.A. t{elson & Associates, Inc.; Town of Vall; lJestern llobile; J V A, Inc.; Guatlmey Prntt Schultz;Ken LaCroix Bobby J. Hays FIELD OBSERVER APPROVED BY I R'rcil0cl 1219e( O CHEN-NORTHERN, IHC. c0ilsuLrlfic Eft6tilEERs AxD sclfltTlsTs HEPOHT OF CONCRETE TEST CYLINDER DATA Aa. hot!.I prot.atlor to cll.nt3, tha publlc.|,|d o|.riclvcr, .ll raportr .F. .ub|trltt.d.r thc conrldlentfuI ProFarty of cllantr, and althorlz.tion for lubllcatlon ot rtrt$.nta. Ccncl{rloni or.atr.ctr tro.n,or p.g.tdlng or|r r.Port3 Ir r.acrv.dp.ndlng or|r rfl.l ttat .tprova l . Srqrlar rlll b. dl3poaad of rtt.r tattlng li cotpletcd unl.i3 othar arr.rg$antt agr'a.d toIn r.rltlng. A trer*f 5l th. 4!g troup rf coEprnl.r ForD tlo, CliEtllA 6/91 T0: llECfl Enterprl seg Attn: Eustaqulo Cortlnr P.0. Box 3ltl9Vall, C0 61658-31'19 JOB ll0. 4 178 93-3 OATE: 9-8-94 sffiET r 0F t PRoJECT: Llftsld6 Butldlng, €ast of t eothaven Drive and llesti n llotel , South Frontage Road test. Vall, Colo. PLACIIITIIT LOCATIOI{ :Pad for Pool Stal rcase. BATCH TICKET IllF0Rl,lATIOl{ SUPPLIER: llestern l'lobi le rRtgK I{0. 100 fi( ncKEI x0. 1509 ltIX 0Esl6il [0. 44TI$ EiTCHED: t2;il4 Pil TIIIE ARRIVED: 1:30 P|l TI|{E PLICEO: 1:tt5 PI|-CU.YD.L0AD/ACCu!{: 7130 FIELD TESTIilG IIIFORI,I'ITIOI{ TIIIE TEST TAlGll: 2:00 Pl.l , JI}B SPECIFICTTIOI{S : 3Ll$lP: 3 lll. SllllP: l{ax,tf lll. SAIPLE TEITP: AtR CollTEl{T: 5.3I AIR C0I{TEIIT: 4-8X 75 "F AIR TEiIP: 80 'F tlET UlllT IJEIGHT: 111.3 IJATER AOOED AT SIIE O 6AL. CYLII{DER TIIFORTATIOl{ ll0, 0F CYLIIIDERS: 6 CYLIIIOER SIZE: 6"x l2' TIHE CYLIilDERS CAST: 2:15 Pl,l ttHERE CAST: 0n-Slte cwta{€ lftF0RilATtoilIilIflft ClftE: On-Si te DATE *ECEMD AT !A8: --- FIEL0 STffiAgE FACITIIIES: Insulated Cure Box BY: Ken LaCrol x l'lI]{/l,tAX AC€ OAYS DATE TESTED TOTAT IOAO (tBs) OIAIIEIER ( Ir{$ES} AREA (sQ I1{) cottP. sTR. (Psr) TYPE OF FRACTWE CYLIIIDER UEI6HT (LBS ) CYLII{DER UIIIT IJEi6HT (PcF) 7 7 e8 za z8 ?8 9-15-9/t 9-15-94 l(F6-94 l0-6-94 10-6-9tl 10-6-94 106,500 I t 0,000 139,000 r41,500 145,000 t40,000 5.99 5.99 6.00 5.99 5.01 5.99 28. 18 28.18 28.27 28. l8 28.37 28.18 3780 3900 4920 5020 5150 '[970 shear shea r sneaf shear shear stlear llESI6]{ STREIIETH 4OOO PSI € 28 DAYS TESTS BY LABMATORY PERSOIIIIEL I,fiE III ACCORDAT{CE YITH APPLICABLE ASTI'I I,,IEIHOOS UIILESS OTH€RYISE IIOTEO SOI,I€ II{FORIIATIOII OT TEST REPORT I,IAY BE PROYIOIO 8Y OTIIERS REIIARKS:, CoPIES: R.A. flelson & Associates, Inc.i Tot|n of Yail; tJestern llobllet J V A, Inc.; Gdath ey Pratt Sohultz;Ken LaCroix Bobby J. Hays FIELO OBSERVER APPROVED BY { CHEN.HORTHERN, INC. OOI{SULT I IIG EIIGI]IEERE AIID SCTETTISIS REPORT OF CONSTRUCTION ACTIVITIES T0: ilECil Enterprlses JOB ilO. 4 t7g 93-3 0ATE: 9-p3-94Attn: Eustaqulo Cor na P.0. Box 3l'19Vail, C0 81658-3149 0AILy REPORT l{0. 90 SHTET I 0F z PR&IECT: Liftside Building east of lJesthaven 0rive and l,lest in Hotel , South Frontage Road llest, Yall, Colorado. T'EATHER COTDITIOIIS AIIO TEI.IPERATURE COIITRACTffi 'S COIISTRIICTIOI{ ACTIVITI ES PERSOIIT{EL: ilAJ0t EQJIPilEilT: ACTIYITIES: CHEI{-IIORTIERI{'5 S IT€ ACTTVIT I€S Huntlngdon (Chen-llorthern ) arri ved on-site as requested. tJe met wlth Jeff Kelly yith R,A. ilel son & Associ&tes and discussed his plans. Stan lliller Construction Co. Hlll place liftsof native materlal to the west of the pool staircase rvall. The material wi'll be noisture- condltloned and pl aced in lZ-inch lifts. A Vi bratory (Bollag) Sheepsfoot Roller uill ecrnpact the open areas, rhereas a Ju,rpl ng Jack uill be used to cornpact the rnterial adjacent to thewall. lle tested th,e first lift. All tests oassed. VERBAL COI.S'IUI{ICATIOII UITH COI{TRACTOR, EI{6IIIEER, ARCHITECT, Or.,ilER C0PIES; R.A. fielson & Assocl ates, Inc. J V A, Inc,; 6{athmy Pratt Schul tr Ken Lacroix FIELD OBSERVEft Fred R. Cameron APPROVEO 8Y At ! Dltutl piot..tlon tq clt.ht3, tha publle.nd ourr.lv.s. rll r.porti ar. tulxrlttad ar th. con?ld.ntl.l prop€rtJa of our cll.nt:, .nda{thorlz.tltn fcr pqbllc.tlor of rt.t.mant, Conclurlonr or.rtirctr troi! oF r.gerdlnq our rcDortr lr r.r.rv.d i.hdlne_our wrltt.n approval.SaiPlar wlll b. dl3lrst.d ot.ftar t.rtlng lr co pl.t.d unlori oth.r .r|".ng6|.r|tr rir rgrcrd to ln |ff{tlng.A ra b.r of th. !I! gFoirp of corqrnl.r { GHEN-NORTHERN, tNC. cor€u|-T$lG Etactt{EERs Afo scIENTtSts REPORT OF FIELD NUCLEAR DENSITY TESTING Ar a nqt!.l F ot.ctlon to cll.ntr, th. publlc and ourr.lv.5, .ll ?.port3.r. rubtrlttld.3 th. confld.ntl.l prop.rty of our cllrnts, l'|d authorlgailon for puhllcatlon of .trtcrEnti conclutloni o|. trtr.ctr trod oi r.gsrdlng our r.porti 13 r.3crv.d P.trdlng our Hrltttn a9prov.l. Sdq'lc3 rlli b. dl.poi.d ot attcr t.stlng {r cqa?l.t.d trnl.ar oth.F rrr.ngeh.nta rFr !9}..d to ln Hrltln8' A narb.i of tia !t! grouD ol cqp.n{.a T0: llEcfl €nterprises JoB tlo. 4 178 93-3 DAIE: 9-23-94Attn: Eustaquio Cortlna P.0. 8ox 3149Vatl, C0 81658-3149 DAILY REP0RT 1{0. 90 SHEET 2 0F 2 PR ECT: liftside Euilding, East of y€sthaven Drive and lrestl n llotel , South Frontage Road t{est, Iail, Colorado. SPECIFICATIOII COIIP*CTIOII & HATERIAL l,lltllllul'l REQUIREI! Ir-PtAcE 0EIISIIY: 95X As OfTeRfilllE0 8Yr ASTII D-698 C0]{STRI CTI0ll C0||IRACTOR: Stan l,llller, Inc. TEST L0CATI0I{S [{ERE SELECTED BY: Chen-]{orthern TYPE Atl0 llUl'l8ER 0f EARTH l$VIl{G UIIITS: I Eackhoe nPf Ail0 lltSlBER 0F COHPACllOil tll{lTS: I Sollag, I Jtnpi ns Jack THICKIIIESS 0F LIFT: 12"! |'|ETHOD 0F ADDII'IG l'l0ISTmE: Iater tlose tlUllBER t F PASSES : As Reoui red TE5' t{0. tocATI0t{ DEPTH OR ELEVAT I OII (FEtT) IIEORATQQY II lL0 PERCEIIT (RELATI VE/ l{AX I l.lul,l ) OBTAII{ED SOIL TYPE llAxluut{ ORY otltsITY (pcf) oPTIt'tr,rl I.IOIsTURE coflTEill (r) DflY 0ElilslTY (PcF) I'IO I STURE col{TEltT l8 l9 20 2l llest Side of Pool Statr tlall, 6' South of llorth Ual I lleet Side of Pool $tat r Uall, 20' South of llorth UaI I Uest Slde of Pool Stair lJal I , 25' South of ]{orth Ual I l{est Slde of Pool S.Y. , 30' South of llorth Ual I Flush Hi th Foot i ng Flush Hi th Footi ng Flush ri th Foot I ng Flush vith Footl ng l2l IlZl I A I 1?l 121 1l .5 1l .5 u.5 1l .5 E 1 0 L2' 121 1?t 120 10.3 10.6 0.5 19.6 100 r00 99 99 Sandy Gravel iy Clay Sandy 6ravelly Cl ay Sandy Gravelly C lay Sandy Gravel ly Clay FUrL TIr.tE 0BSERVATI0I{ ! PART TIr,rE oBSERVATIoI{ THIS iEPONI PFESS{Is OPINToI{S FOIU{ED AS A RESULI OF OJP OBSEIVATIOIIS OF FILL PLACB.IEI{I. Y€ }IAVE R€LIEO ON TI{E C('I$NACTOR TO cOnTIn E APPLYIHG THE REFoI+lErlDED C4a{PAcrlYE €FFOFT Af.o tOtSTtJR€ tO FILL CXJAI 6 7t€ tIl€S ul{€l{ OaJQ OAS€f,VER tS NOr OISEnVJ}|9 O?ERATIOI{S. IESTS ARE ITAOE Of ?HC FILL ol{LY AS AELIEVEo X€CESSANY TO CALIBTATE Ot'R OBSCNV€R'S JI'OGEI{ETT. TEST DATA AQE NOT rHE SOLE BASTS FOI OPIIIIONS OtI YHTINEN THE FILL I.IEETS SFECTFICATIq{S. THE IIUCTEAR DEI{SOI,IETER ITETHOD OF TESTI]{6 UAS USED III SUBSTAIITIAL ACCORDAI{CE IIITH ASTI'I D?99? Al{D 03017. PRELIIIIIIARY oBsERVATI0lls AltD/oR TEST [EslJtTs YEASALLY REPoRTED T0: Jeff Kelly with R.A. l{elson & Assoclates PROGRESS REPORT: C0PIES: R.A. l{el son & Associates, Inc.; J V A, Inc.; Gwathrcy Pratt Schultz; To*n of Vail; Ken Lacroix Fred R. Cameron FIEID OBSTRVER APPROVED BY lllin ,, -, n .rrlrrrf\,1 " ftLO r" tl L3B CITEN.NORTHERN, REPORT OF NDER DATA A3 r rtual protr.tlon to cllantr, th. publle and ourr.lv.i, .ll rrpoltr ara auboltt.d .. th. cohfldl.ntl.l pioparty of cll.nta. and .uthot{!atlo|l for Frblleatlon af ttrt Fntr. Conclu3loni or artr.ct. trorr or t.gardlng out r.port. la r.sarvad pardlng our rrltten .Fprovrl. SaiFl.r HllI ba dlrpos.d ot rfta? t.rtlhg l* c.ipl.tad unlcaB othlF arr.nSin nti rgr.c.l to ln ,rltl hg. A |n.rrb.r, 5l th. llts group of corip.nlr. Forrr $o. Ctl€ltiA 6/9, T0: l{ECl,l EnterFri s6sAttn: Eustaquio Corti na P.0. Box 3149VaiI, CO 81658-3149 JOA ilO. 4 r7B 93-3 DATE: 9-13-94 SHEET 1 OF ? PRNECT: Llftslde Building, east of y$thtven Drlye and lJestin Hotel , South Frontage Road t{est, Vall, Colo. PLACEiIE}IT LOCATIO!{ :Stal rcase gall (Pool I MTCH TICXTT I TFORI.IATI OII TRTEK }IO. I58 TK TIIiE BATCHED: 12:40 Pl{ TtcK€T lto. 1526 TlliE ARRIVED: l:10 Pll TTI{E PLACED: SUPPLIER: ltestern l,lobi I e ilIX DESI6T{ ilo. 14 CU.YD.L0AD/ACCITi: 7 150 FTELO TESTIIIG II{FORI{ATIOil SAIIPLE TEIIP: 74 OF AIR IEIIP: 78 T TIlilE TEST TAKEI{: l:45 Pfi SLtllP: Z lil. AIR C0llTErI: 4.5I llET UI{IT lflIGHT: 143.3 JOB SP€CIFICATI0|{S: SLt P: llax.4 Il{. AIR c0flTEfiT: 4-8fl IJATER ADDED AT SITE -- 6AL. CYL IIIDER I I{Fffi].IAT I OII 1{0. 0F CYLII{DERS: 6 CYLlllOER SIZE: 6"x 12' TI}l€ CYIIIIOERS CAST: 2:00 Ptl UHERE CAST: On-Site cuRlilG lilFoRMTlot{ ItIITIAL CIRE: on-Sl te DATE RECEIVED AT LAB: --- FIELD ST0RA6€ FACITITIES: Insulated Cure Box 8Y: ---ilIt{/}tAx AGE DAYS DATE TESTED TOTAL LOAO (LBS) OIAI{€TER (l[cHEs) AR€A (sq r{) coltP.sTR. (Psr ) TYPE OF FRACIURE CYL IIIOER UEIGHT (LBs) CYTII{DER UI{IT I{EIGHT (PCF) 7A 7A 284 z8A 284 284 9-20-94 9-20-94 10-11-94 l0- l1-94 10- 1t-94 t0-11-94 r00,500 100,500 t?3,000 116,000 135,000 137,000 5.99 5.98 5.99 5,98 qoo 5. 98 28.18 28.09 28.18 28.09 28. l8 28. 09 3570 3580 4360 4130 4790 4880 shear shear shear shear shear snear t}ESIGil STRE'IGTH 4OOO PSI S E8 DAYS TESTS BY LABORATORY PERSOIII{EL ARE III ACCORDATTCE IIITH APPLICABLE ASTI,I I.IETHOOS UIILESS OTHERUI5E I{OTED SOI.IE II{FOR'{ATIOII OF TE5T REPMT ilAY 8E PROVIDED BY OIHERS REIIARKS: CoPIES: R.A. tlel son & Associates, Inc.; Toryn of Vall; Uestern llobile; J V A, Inc.; Grathey Pratt Schultz;Ken LaCroix Bobby J. Hays FIELO OSSERVER APPROVTD BY ii CHEN-NORTHERN, tNC. COilSULTIIIE E1{6IIIEERS AIIll SCIEI{TT STS REPORT OF CONCRETE TEST CYLINDER DATA Ai r fi{tual protactlon to cllrntr. tft. Fslllc.nd our..tvc.r .lt raport! ara tubtltt.d ra th. contldlantlrl pl'oFa.ty of cllantr. rnd authcrl:atlon tar Fsbllcrtlon ol statsrafitt. Conclutlonr or. attr"actt fro.t or icgrrdlng our raPorti lt ra3arvad pandlng our nr{tt.|| appFcvrl. S.nFl.! rlll bG dllpor.d of rftar t.rtlng 15 cdrplat.d unl.t3 other affrngancnt5 agF..d 16 {n rf ltlrg.I nrmO$ 6i th. E!! group of c.|n!.ni.. Foro xo. C|.Ell3A 6/91 l0: liECfi Enterprises JOB l{0. 4 178 93-3 DATE: 9-13-94 Attn: Eustaquio Corti na' P.0, Box 3lr[9 SHEET 2 0F 2Vall, C0 81658-3119 PRoJECT: Llftstde Eulldlng, east of lJesthaven Drive and Yestin Hotel , South Frontage Road llest, Vall, Colo. PLACEI{fI{T L0CATI0||: Pool Perimter, BATCH TICKET I llF0Rl,lAT l0ll SUPPLIER: llestern llobi'le TRUCX ll0. 102 TK TICKET tl0. l52l l,lIX DESIGfI fio. 44 TIIfE BAfEffiD: 2:28 Ptrl TlilE ARRIVED: 2:40 Pl'l TIl,lE FLACED: ?:50 Pil-CU.Y0.L0A0lACCtX,l: zglfr FIETD TESTtl{6 IllFoR}tATI0il SAIiPLE TE]IP: 72T AIR TEI'IP: 75 "F Tll'lE TEST TA(Ei{: 3:00 Fl,l SLUIIP: 6 l/? It{. AtR C0llTEl{T: 5'51 UET UIIIT IIEIGHT: 141.3 JOB SFECIFICATIOi{S: sLUilF: flax.4 ill. AIR C0llTElll: 4-81 I{ATER ADDED AI SITE 14 6AL. CYLIIIDER IIIFORI'IATJOfl l{0. 0F CYLII{D€RS: 6 CYLIIIDER SIZE: 6"x 12" TII{E CYLIfIDERS CAST: 3:15 Pl,l l,tHERE CAST: 0 -Site CURIilG ITFORIiATIOI{ IIIITIAL CttRE: 24 hours 0n-Stte FIILD ST0RACE FAC]LITIES: Insulated Cure gox 0ATE RECEMD AT LAB: --- BY: --- llll{/l{AX A6E DAYS OATE T€STED TOTAT LOAD (LBs) DIAI.IETER ( rilcHEs ) AREA (sq ril) cor,rP . sTf,. (PSI ) TYPE OF FRACTURE CYL II{DER UEIGHT (LBs) CYL IIIDER Ul{IT I'EIGHT (PCF) 7B 78 288 288 2BB 285 9-?A-94 9-20-94 l0-l l-9'l l0-l l-94 10-l l-94 10-11-94 117,500 125,000 156,000 148,500 14e,500 156,500 5. 99 5.99 5.99 6.00 5.9 8 5.98 28.18 ?8.18 28. 18 28.27 28.09 28.09 4170 4440 5540 5250 5070 5570 col unnar shear con /shear shear shear shear OESIGII STREIIGTH 4000 Pst € 28 0AYS TESTS BY LABORAIORY P€RSOI{IIEL ARE III ACCORDATICE I'ITH APPLICABLE ASTI.I I{ETHODS UI{LESS OTHERUISE IIOTED SOI.IE II{FORTIATIOI{ OF TEST REPMT ilAY Bg PROVIDED BY OTHERS RE}IARKS: CoPIES: R,A. llelson & Assoeiates, Inc Town of Vail; l{€stern l{obilei J V A, Inc.; Gflatlney Pratt Schultz Ken LaCroix Bobby J. Hays rIELO OESERVER APPROVED BY / CHEN.NORTHERN, INC. COI{SULIIIIG EI{6tI{EERS AiID SC IEiIII5TS REPORT OF CONCRETE TEST CYLINDER DATA A3 r muturl protactlor to c!lantir thc publlc lnd otrrs.lvrs1 !ll r€Fortl ar! subnlttcd as the contldlentlal proF€rty of cltanta, tnd aqthor"{zatlon for publlcatlon ot stitemant3, Corclu3lohg or €xtr.rcts tFdn or itglrdlng ouF ll'cFor'ts la Fa3erved pendlng our Hrlttan rppiovrl. Slmpla! |{lll be dlrporcd of.ft.i tartlng i5 cofipl.ted unl€31 othcr.rrang.$.nt3 egtaad toln wri tl ng.A mqnb.r 6t tho E!! SFoup ot corntenl.E Fortn t{q, Cl.lEll3A 6/91 T0: llECftt Enterpri ses JOB l{0. 4 178 93-3 DATE: 10-4-94Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F 2Vail, C0 81658-3149 PROJECT: Ltftside Building, east of llesthaven Drive and t{esti n Hotel , South Frontage Road llest, Vail, Colo. PLACEI4EI{T LOCATIOI{ :Swimi ng Pool Deck. BATCH TICKET IllF0RilATIOll SUPPLIER: Uestern l,lobile TRUCK t{0. 158 TK TICKET l{0. 016281 HIX DESIGI{ ilo. 15 TIlt{E BATCHED: 7:44 Atl TIlilE ARRIVED: 8:15 Att IIiIE PLACED: CU. Y0. L0AD/ACCUI'I: 7 FI€LD TESTIIIG IIIFORI'IATIOI{ SAI.IPLE TETIP: 65 "F AIR TE}IP: 60 "F TIIIE TEST TAKET{: 8:30 A}l SLU}IP: 3 lll. AIR COllTEt{I: 3.0% UET UI{IT IIEIGHT: 143.0 JOB SPECIFICATIOilS: SlUllP: llax.4 Iil. AIR C0l{TEllT: 4-8% HATER ADDED AT SITE 17 GAL. CYLIilDER INFORTIATIOII tl0. 0F CYLIIIOERS: 5 CYLI DER SIZE: 6"x 12" Tlllt CYLINDERS CAST: 8:45 Atl IJHERE CAST: On-Site CURII{G I iIF(IR,I.IAT IOII Il,|ITIAL CURE: 0n-Si te DATE RECEIYEO AT LAB: FIELD SToRAGE FACILITIES: insulated Cure Box BY: Ken LaCroix lllll/ilAx AGg DAYS DATE TESTED TOTAL LOAO (LBs ) DIAIIETER ( I]{CHES ) AREA (sQ I1{) cor{P . sTR. ( PsI ) TYPE OF FRACTURE CYLII{OER UEIGHT (LBs) CYL I]'IDER UI{IT UEIGHT ( PcF) 7A 7A 284 28A 2BA H Z8A H r0-11-94 10-ll-94 1l- t-94 1l-1-94 11-1-94 1l-l-94 190,000 182,500 6.07 5.98 28.94 28,09 6570 6500 snear 6hear DESIGII STRE]{GTH PSI E 28 OAYS TESTS BY LABORAIORY PERSO}II{EL ARE I1{ ACCOROAIICE UITH APPL]CABLE ASTI,I I.IETHODS U}{LESS OTHER}'ISE I{OTED SOiII IIIFORI{ATIOf{ OF TEST REPORI I4AY BT PROVIT'EO BY OTHERS REIiIARKS: COPIES: R.A, l{el son & Associates, Inc Town of Vail; lJestern llobile; J V A, lnc.i Gt{att|lltey Pratt Schultz Ken LaCroix Bobby J, Hays FIELO OBSERVER APPROVED BY CHEN.NORTHERT'I, INC. c0t{sulTlr{6 EilGIil€€Rs At{o scrEilrISTs REPORT OF CONCRETE TEST CYLINDER DATA Ar a |n{t{,rl FFotcctlon to cll.nt3r th. publlc.nd ourt.lv.s, ill i.Fortt ir.5ub lttad ar th. colrfldl.trtlrl Propal'ty of cllanta. and !uthorlzltlon for Duhilcatlon ot itata[ant!. Conclilalonr or artract3 ?rod or ragardlng our Fapo.tt la ratal'vad pendlng'our trrlttcn .pproval. Senplcr rlll b. dltpolcd of.ftcr t.rtlng l! comtl.t.d unlata oth.r rrr.hgGont3 itr..d to ln rrltlng.i--nrnrrir it th. tsI! gt.oup of cofiF.nl.r Ford o. ct{:1r34 6/9r T0: ltECfl gnterprlses J08 ll0. 4 178 93-3 DATE: 10-4-94Ittn: Eustaqulo Corti na P.0. gox 3149 SHEET ? 0F 2Vail, C0 81658-3149 PRoJECT: llftside Bujldlng, east of Vesthaven Drive and y$tin Hotel , South Frontage Road llest, Vall, Colo. PLACEHET{T L0CATl0ll: Stairs on llorth Side on Building and Sideualk on llorthwest Side of Planter. EATCH TICKET lilfoRilATlotl SUPPLIER: ltestern llobile TRTJCK lto. $rt TK T ICKET ilo. 015285 HIX DESIGT{ [0. 44 TIIIE BATCHED: 8:48 Ni TIIIIE ARRTVEO: 9:OO T[I.I TIIIE PLACEO:II:OO AII-CU. YD. TOAD/ACCIIiI: 7111 FIETD TESTTl{G I IIFORI,IAT I OII TIHE TEST TAKEII: 1l:10 Al{ JOB SPECIFICATIOT{S: SLWP: 3 SLtll'lP: Hax.4 Iil. Ilt. SATTPLE TT P: AIR C0IITENT: 4.0X AIR C0t{TEllT: 4-8I 6l T AIR TtllP; 60'F 9ET UI{IT I{EIGHT: 144.3 I'TATER AD0ED AT SITE 10 6AL. C1LI I{DER I ]{FOR}IATI OI{ ll0. 0F CYLII{OERS: 6 CYLII{OER SIZE: 6"x 1?" TltilE CYLIIIOERS CAST: IIHERE CAST: 0n-Site ct RIl{6 IftFoRltlAT l0tt I|{ITIAL CURE: On-Si te DAIE RECEIYED AT LAB: --- FIEL0 STORAGE FACILITIES: Insulated Cure 8ox BY: Ken LaCroix ItlN/f'lAX A6E DAYS DATE TESTED TOTAT IOAD (LBs) O I AI,IETER ( I ilCHES ) AREA (s0 Il{) col{P. sTR. ( Psr ) TYPE OF FRACTT'Rf CYLIIIDTR t{EI6HT (L8s ) CYLIIIDER UI{IT IIEIGHT ( PCF) 7g 78 e8B 288 288 H 288 H 10- 1l -94 10-11-94 I t -1-94 1l-l-94 I t-t-94 I l- r-94 I19,500 124,000 5.99 5.98 ?8. 18 28.09 4240 4410 snear shear DESIGII STRETGTH 4OOO PsI O 28 DAYS TESTS 3Y LABORATORY PERS0I{|IEL ARE lll ACC0RDAI{CE l'llTH APPLICABLE ASTII ],|ETH0OS IJI{LESS 0TIIERVISE I{OTED S0l,lE ItlFoRl,lATI0ll 0F TIST REP0RT l,lAY BE PR0VIDED BY 0THERS REIIA.RKS: COPIES: R.A. llel son & Associates, Inc Tonn of Vail: t{estern llobile; J V A, Inc.; Glrathney Pratt Schultz Ken La0rolx Bobby J. tlays FIELO OBS€RVER APPROI'EO 8Y CHEN.NORTHERN, INC. coilsrrLu flc ExcIIEEts AltD sctEt{TtsTs REPORT OF CONSTRUCTION ACTIVITIES l0: llECll Enterprises JOB t{0. 4 178 9g-3 OATE: 9-?6-94Attn: Eustaqulo Cortl na P.0. Box 3149Uail, C0 81658-31,[9 0AILY REPoRT ll0. 9l SHEET 1 0F z PR0JECT; Liftside Euildtng east of llesthaven Drive and lfestl n llotel , South Frontage Road lJest, Vall, Colorado. T'EATHER COIIOITIOilS ATO TE}f ERATURE CONTRACTOR'S COIISIRUCTTOII ACTIVITIES PERSI}I{IIEL: MJOft EQUIPiIEIIT: ACTIYITIES: CTIEil-1{ORTHERI{'S S ITE ACTIVITI ES Stan lliller, Inc. ronti nues placing and ccmpacti ng Iifts on the rcst side and directly against the pool stai rcase rall, This material is placed ln approxinately U-inch lifts, noisture conditioned, then ccrpacted xith a Sheepsfoot (8oilag) Roller and a J[npi ng Jack. Approximately ? feet of fill has been placed, lb teeted the area, Both tests oassed. Ta made thnee trlFs as requested; lrwever, they vrere only ready for testing once. VEftBAL CO}TIUT{ICATIOII UITh COI{TRACIM, Efi GIIIEER, ARCHTTECT, Sarry was informd of the test results. our{ER C0PIES: R,A. llal son & Associates, Inc. J V A, Inc.: G*atfmey Pratt Schultz Ken LaCroi x FIEID OBSERYER Fred R, Cameron APPROVED BY Aa r 6st|r.1 protrctlor to cll.nt.r th. publlc and ouri.lv.., .ll r.por.tr ara iub|||ltt.d.3 th. confldentlal Prop.rty ol oqr cll.nt., andaqthorlratlon tor F{bllcat{ori of rt.t.{.nt. Cooclu3lons or .rtr.ctr irorr or n.grrdl$g orr r.port! l5 r.tcraad F.nd{ng our. .rlttrn .pprov!1.Sa$l.l rlll b. dl8posad of rftar taatl|rg l. coqDlatcd qnl.at otha. rrrargriiantr rr. rgraad to ln |rrltlng.A nr|rb.r of th. !I! gro|4 of coaF.nl.. t CHEN.NORTHERN, INC. @||SU!TIXS EX6 {EER5 Af.D SCtE}ntStS REPORT OF FIELD NUCLEAR DENSITY TESTING Ar ! rnutuil Frotactlon to cllcnt!, th€ prbllc rnd orr*.lvstr .ll r.portr lra iqb|ntttad .i th. conf{dantlal proF.rty of olli' cll.nt.. and .qthorlz.tlon tor F{blfcrtlon of strt.|ltcntr conclulloor or Grt..ctr tro or r.g.rd{Dg our rapor.t3 lr r.i.rvcd pcndlng our Htlttan.pprov.l. S.rFl.r wlll ba dlrpo3cd of.tt.r t.rtlng tr compl.t.d unl.ri oth.r.rrrng.n ntr rra rgraad to {n r$ ltlng. A n|.n|b.r of tft. E!! 9roup of corhprol.3 T0: liECfi Enterprisee JOB tt0. { 178 93-3 0ATE: 9-25-94Attn: Eustaqulo Cortina P.0. Box 3149Vail, C0 816s8-3149 0AILY ft€PoRT ilo. 9t SHECI A 0f Z PROJECT: Liftside 0ullding, East of Vesthaven Drlve and l{estin llotel , South Frontage Road ltest, Uall, Colorado. SPECIFIGATIOiI COI{PACT IOtt & IIATERIAL l,lll{Ill1fl'l REQUIRE0 II|-PLACE DEilSITY: 95fi AS OETER}|Ii{E0 BY: AsTil 0-698 CO]{STRLCTIOI| CO]{TRACTOR: Stan tliller, Inc. TEST L0CATI0IIS IIERE SELECTED 8Y: Chen-l{orthern TYP€ AllD llUltSER 0F EARTH llOVI l{G UltlTS: l{ot 0bserved TYPE AtlD il$IBER 0F C0llPACTIOll UtlITS: Eol.lag Sheepsfoot, Jtmping Jack THICKIIESS 0F LIFT: 12" l.lETHoD 0F ADDIT{6 lOIsTffi.E: llU}l8ER 0F PASSES: As Requi red TTST lto. LOCATIOII Pool Stal rcase llal I DEPTII OR ILEVATIOII (FEET) FI iLD PERCEI{T (RELATIVE/ r{AxIl.ttfi) OETAIIIED SOIL TYPE l,tAxIIuil DRY DENS I TY (pcf) rcISTUIE c0ltTEl{T (u) DRY OEIISITY (FCF) I,IOISTURE c01{rEllT (;) 22 23 30' South of fiorth Ual l, 15' llest of East UaI I l0' South of ilorth Uall, 10' Uest of [ast Val I 2'Above Footi ng 2' Above Footi ng lu 1.8 121.8 11 5 51l 119.8 120. I 7.9 6.5 98 99 Sandy GravelIy Clay Sandy Gravelly Cl ay FULL TII{E OBSERVATIOII X PART TI}IT DB5ERVATIOII THIS RE-EF-FR€sErts oprrto s Fofs.tEo As A R€sull or o:r oEsEiiittsrs or FILL pLAcEfiENT. UE HAv€ RELTED ott rH€ co TqAcroR to COTIIIT{JE A9PLYI}IG THE NEC€IIC}DfD COI{PACTIV€ EFFO{T AfiO }€I5IURE TO TILL OURTNG TH€ TIH€S g{EN Ot'R OSSERYER tS '|oT OSSEFVII'GOP'RATIOfiS. TESTS ARE IIIADE OF THE fILL ONLY AS 8€LIEV€' HECESSARY 'O CALISRATE O{,8 O8S€NY€R'S JI,,DG€HEIIT. IEST DATA ARE IIOT THE SOLE SASIS FOR OPITITOIIS ON{ I,I{€IIIER IH€ FILL MEETS SPEC IFI CAT IOiIS. THE lllrCLEAR DEi|SOI'IETER HETHOO 0F TESIIIIG l',AS USED lll SUBSTAI{TIAL ACC0RDAIICE VITH ASTII 0299e AilD 03017. PRELII,IIIIARY 0BSERVATIOI{S AllD/oR TEST RESULTS VERBATLY REPoRTED T0: Barry PROGRESS RTPOR,T: COPIES: R.A. llelson & Associates, Inc.; J Y A, lnc.; GwathrEy Pratt Schultz; Tovn of Vail: Ken La0roix Fred R. Cameron FIELD O&SERVER APPROVEO 8Y o GHEN-NORTHERN, tNC. q suLT IG €llGtIEEns AID SCt€XTrSrS REPORT OF CONSTRUCTION ACTIVITIES T0: llECl{ Enterlrises JOB lt0. 4 178 93-3 DATE: 9-27-94Attn: €ustaquio Corti na P.0. Box 3li[9Yall, c0 81650-31,+9 0AILY REPORT lt0. 92 SHEET I 0F z PRO.IECT: Liftslde Euilding east of llesthaven Drive and ltestl n Hotel , South FrontagE Road t{est, Vall, Colorado. YEATHER COIIDITIOIIS AIIO TEI'IPERATURE colrTRAcT0ft 's c0ftsTRucTl0l{ AcTtvITtEs PERSOIII{EL: HAJOR EQUIPIIEilT: ACTIT'TTIES: CHEil-ilORTHERil'S SIIE ACTIVITIEs lfe arrived on-slte as requested. Stan lller, Inc. continues placing and canpacting native flll on the rest side of the pool staircase, Approximately 4 feet of flll has been placed. lle tested the last lift and both tests passed. VEREAL COI{,IUII I CAT I OI{ }II TH COI{TRACTOR, EII6 I I{ETR, ARCH I T€CT, Jeff Kelly was I nformed of the test results. OUIIE R COPIES: R.A. l{el son & Associates, lnc. J V A, Inc.; tuatrnEy Pratt Schultz Ken LaCroi x FIEID OBSERVER Fred R. Caneron APPROVED BY Aa a firturl prot.ctlon to cll.rtr. th. Fubllc rnd ours.lvar, .ll r.portr a|-. rutfrltt.d.i th. cortld.ntl.I pioF.rty of our cll.ntr, rnd llthoii;tioi ioi putiicltt"n ot rietrnrcirt. Conclu3lon3 or .itr.ctr lronr ot rrgarllng osr r.poFtr lr t.s!r.v.d irnalnt-o(rt" rrrltt.n apnrov.l 'StrFIes v.lll bc d{!po!ad ol .ftar t..tlng 13 co pl.t.d unl.63 othGr rt'r.rng.r.nt..r't.gF.cd to In irltlng.A.nb.r of th. !g! group of co.r9rnl.3 T0: l{fCll Enterprises JOB lto. 4 179 93-g DATE: 9-17-94Attn: Eustaquio Corti na P.0. Box 3149Vail, C0 01658-3149 DATLY REPoRT lto. sZ SHETT Z OF e PROJECT: Llftside Building, East of Uesthaven Driye and Uestin Hotel , South Frontage Road llest, Vail, Colorado. SPECIFICATIOII C$,IPACT I OII & I.IATERIAL I,IIIII]iIIX'I REQUIREO III-PLACE DEilSITY: 95T AS DETERI4Iil€O gY: ASTH D-698 C0tlSTRUCTlOll COiITRACTOR; Stan lliller, Inc. TEST l0CATIOtlS UERE SELECTED BY: Chen-llorthern TYPE AI{D }II,}I8€R OF EARTH iIOYI I{6 UI{ITS TYPE A}ID IIIT{BER OF COIIPACIIOI,I UI{ITS: I{ETH(ID OF AODII{G HOISTURE: flot 0bserved llot Observed THICKI{ESS 0F LIFT: ilot 0bserved l{UllBER 0F PASSES: As Requi red TESI t{0. LOCAIIOII DEPTH OR ETEYATIO}I (FEET) LAEORATORY FIELD PERCEIIT (REIATI VE/ ilAX I r,rur{ ) OETAIIIED SOIL TYPE t'tAx I t'lul'l DRY DEI{5ITY(rf) Iltul.l t'tot 5Tl,RE c0t{TEt{T $) tlRY DETSITY {PcF) IIOI STURE coltTEIT 24 ?5 15' South of t{orth llalI, 6' Uest of East tJal I I' South of l{orth lJal I , l0' Yest of €ast Ual l 4' Above Footi ng 4'Above Footl ng 121 .8 l2l .0 ll-9 11.5 t21.8 120.0 10.8 12 .8 100 99 Sandy Grave lly Clay Sandy Gravelly Clay FULL TI}fr OESERVATIOII X PART TII{E OBSIRVATIOI{ THrs REFFr FqEs€xrs oPtxlofis Font4Eo as a RESULT or orn oEEEifirros oF FrLL plActxExr. wE r{AvE RELI€D or{ THE Gor.TRAcroR To cof{TrwE APPLYITG tHE gfc$raE}IDED OorirPAcrtv€ EfFont Ar{o r,rotsluRE lo FILL drxt}t6 rH€ tlr,r€s tl|t€N ouR oBsERvEn ts }Dt ossERvr{G OPERAT]OI{S. T€gTS ARS T,IADC OF THE FILL OI{LV AS EELI€VED H€C€SSARY TO CALI}RAIE OUN OBS€EVER'S JUOGE]ITE}.T. TESI OATA ARE '{OIlfiE soLE EASIS FOR OPtNTOflS of{ V|{EiHER THg FILL XEgrS SpECtrtCAltof{S. THE I{UCLEAR DEIiS0I'IETER llETH0D 0F TESTIT{6 t'lAS USE0 Il{ SUBSTAIITIAL ACCOROAI{CE I'IITH ASTl,l 0Z9SZ Al'10 D30lI. PRELIHII{ARY 0BSERVATI0]{S AflO/OR TE51 RESULTS VERBALLY REPORTED T0: Jeff Kelly PROGRESS REPORT: COPIES: R.A. l{el son & Associ ates, Inc.; J V A, Inc.; Gryathfley Pratt Schuital Torm of Vail; Ken Lacroix Fred R. Caneron FIETD OBSERVER APPROVED BY CHEN.NORTHERN, INC. col|sulTl,.6 E GIT{EEnS AXD sCtEl{TtSTS REPORT OF FIELD NUCLEAR DENSITY TESTING Ar a iutl|.1 Frotactlon to cllant3, th. publlc and ourr.lv.3, .l'l rcportr ara luinltt.d .s th. conifld.ntlal prop.rty of oqt cllrnt3, end ruthorlr.tlon tor publlcatlor of rtrtcment, conclutlort or. €rtrrctl fr.r rr r.g.r.dlng our rcport3 Ir r.i.rvcd p.ndlng our'rrltt.nr.pFroval. SaGpl.r rlll ba dlrpos.d of attcF t.rtl69 {r c.npl.ted unlarr oth.r rrr.nginntr rr. rgra.d to ln rrltlng- A n .r|bar ot th. EI! troup ot csp.ntat CHEN.NORTHERN, INC. @ilsulT I ltc EIGIIIEERS AID SCtEITIS'S REPORT OF CONSTRUCTION ACTIVITIES T0r ilEcl.l Enterprlses JOB tt0. 4 178 93-3 0AT9: 9-20-94Attn: Eustaquio Corti na P.0. Box 3149Vail, C0 81658-3149 DAILY REP0f,I 1t0. 93 SHEET 1 0F 3 PR0JECT: Liftslde Bulldlng east of tJesthaven Drive and llestin tbtel , South Frontage Road llest, Vall, Colorado. IdEATHER COI{OTTIO'{S AI{D TEi{PERATNE CO]ITRACTOR' S COI{5TRUCTIOH ACTIVIT ITS PERSOilIIEL: ilAJ0R EQUIPT{EI{T: ACTIVIT]ES: CHEI.IIORTHERII'S SITE ACTIVITIES lle made tyro trlps out to Liftstde as requested todly. Stan lliller, Inc. continues to backfill the area to the wcst of the pool stai rcase mI I . tle tested I ntennl tt€nt I I fts as they pl aced them. All flnal tests paseed. VERBAL COH].IU'I ICAT I OI{ TIITH COI{TR.ACTOR, EI{GIiIEER, ARCHITECT, OIJIIER C0PIES: R.A. J V A, Inc. ; llel son & Associates, Inc, Gwathney Prrtt Schultz Ken LaCroi x FIELO OESERVER Fred R. Canpron APPROVEO BY A.' a noirsl protactlor tc cll.ntr, th. publlc rnd oup..Iv.r, rll r.Forti rr. iuhnlttad ar th. co$tld.ntl.l prop.r'ty ol our cllentt' .nd ratho;,:rtloi ioi euu1t..1ton or riatrrrii. Conclu:tonr or ritrrctr irfl cr n.grrd{ng our r.portr lr r.t.rv.d icnitng-our |{rlttcn .pprov.l. Srntl.i rrlll b. dlrFor.d ot aft.r tertlng lr codtl.t.d qnl.ir othar irrr||gci.nta ara agraad to itr *rltlng. A id6.r of ti6 !I! fronp ol co.rprftlas CHEN.NORTHERN, INC. coatsuLttNc EitctfiEERS Al*t SctEflTtsts REPORT OF FIELD NUCLEAR DENSITY TESTING A, . nsttal prot.ctlon to cllant.. thc pub-llc lnd o[rsclv.rr .ll r.portr rra rubnlttad ra th. confldefitlll pioparty of our rnd .sthorlattlon for publlcatlon ot 3tltafiant, conclr3lorr or ixtrrcts frod or r.glrdlng our raport3 {s r.e3.rv.d p.ndlng lpproval. St pI.3 wlll b. dlrPo3ad ot after te3tl|rg lr coftplat.d unllsr oth.r .rringa[ait3 rra agr.cd to ln Hr"ltlng.A trcnb.r ot th. !!E group oi congan{ag c l l.nt3 | T0: l,lECll Enterpriser JOB I0. 4 l7B 93-g DATE: 9-28-94Attn: Eustaquio Corti na P.0. Box 3149Vail, C0 81658-3119 DAILY REP0RT !t0. 93 SHEET 2 0F 3 PRNECT: Llftside Bullding, East of l,testhaven Drive and Uestin Hotel , South Frontage Road l,lest, Vail, Colonado. SPECIFICATIO}I COiIPACTIOI{ E'{ATERIALilllllnn REQUIRED tt{-PtACE DEIISITY: 95X AS DETtRttIttED BY: ASI},| 0-698 COl{STRrcTlO]{ C0|ITRACT0R: Stan lliller, Inc. TEST L0C,AT10[S IIERE SELECTED BY: Chen-ltorthern TYPE ArD llUtlBER 0F IAftTH l$YIl{G UIIITS: 1 Loader TYPI AilO fltf,'lsER 0F c0t'lPACTI0l{ IIIITS: I sheepsfoot, I Jurping Jaok rHIcKl{Ess 0F LIFT: lz't l'lETH0D 0F AD0IllC Ii0ISTURE: l,later llose ilU}tBER OF pASSES: As Requtred tL5r t{0. tocATI0r{ Yest of Pool Stai rcase OEPTH OR TLEVATIOI{ (FEET) F1 PERCEI{T (RELAT lV€/ ilAX I l'tuart ) OETATI{EO SOiL TYPEDRY OE tIS I TY {pcf) ()PTIIIIJI,I ltoIsTuE c0[TE[T (r) DNY OE}ISITY tPcF) 26 27 28 29 25' South of tlorth lrall, 20' llest of East tlal I 5' South of llorth llall , 5' tlest of Eas t l,lal I 3' South of llorth lJal I, 8' tlest of [ast l{al I ?0' South of llorth lJal I , 3' Vest of East l,lal I 6'Above Foot i ng 6' Above Foot i ng 9' Above Foot i ng 9'Above Footing l2l.8 121 .8 I121 121.8 11.5 t t .D ll .5 ll.5 9 7 I L17 118 120 ll9 8.6 8.5 9.5 8.6 97 98 99 9B Sandy Gravel ly Clay Sandy Gravel ly Clay Sandy Gravelly Cl ay Sandy Gravel ly Cl ay fULL TIiIE OBSERVATIOII X PART TII.IE OESERVATIOIIlHls,e€P@t Pf,€sEtlrs oPrfltolts Fo'||Eo As A REsuLr oF oun o6sEifirlots oF FILL PlAcaiEfit. Ht mv€ RELTE0 or{ tHE co TnAcTof, ToOOTTINUE AFPLYTXS TH€ RE@I+IEIO€D C€I,IPACIIVE €FFoTT AIIO I0ISTURE Yo FILL DuRtnG T}IE TI},ICS }I|IEN oT,R oBs€rv€R IS roT oBs€f,vtI.G@EMTIOT{S. T€SIS AiE I'IADE OF THE FILL OI{LY As OELI€V€D }IecEssARY ro CALIBnATE oUR oosERvEn.s JT,oGgqEflI. r..r DAIi'AR€ io' fl|€ gOtE EASIS FOR oPIl{Iol{S 0f{ y €tl{ER ?HE FILL l.tfels SPECIFIGATI(}|S. THE IIISLEAR DEIISOI'IETER I.IETHOD OF TESTIIIG UAS USED II{ SUBSTAI{TIAL ACCORDAIICE YITH ASTI{ 02992 AII[) D3OI7. PRgLItlll{ARY 0ssERvATI0t{S All0/0R TESI RESU|TS VERSALLY REPORTED T0: Jeff Kelly PIOGRESS REPORT: COPIES: R.A. l{el son & Associates, Inc.; J V A, inc.; Gratlmey Pratt Schultz; Tovn of Vail; Ken Lacroix Fred R. Cameron FIELD OBSERVER APPROVEO gY CHEN-NORTHERN, INC. coftsulTlt{e €[G&rEExs afD sct€ Ttsts REPORT OF FIELD NUCLEAR DENSIW TESTING T0: llECf{ Enterpni ses JoB t{0. 4 l7B 93-3 DATE: 9-?0-94Attn: guetagulo Corti na P.0, 8ox 3149Vall, C0 81658-3149 OAIty REP0RT ilO. 93 SHEET 3 OF 3 PR0JECT: Llftelde Bulldlng, East of l{esthaven Drive and yestin llotel , South Frontage Road tlest, Vall, Col orado. I€ST ilo. LOCATIOII DEPTTI OR ETEVATIOII (FEET) PERCEIIT (RELATI VE/ llAx Illt f.l ) OBTAIIIED SOIL TYPE l.lAx It'tull DRY OEI{SI TY (pcf) oPTmutl I.IOISTURE coltTE[T (x) ORY OEfisITY ( PCF) I.IOISTWE c0liTEilT (r) 30 31 Stdeualk, Pl anter Sl delral k, Pl anter llest I' Below Finish 6rade 1'Below Finish GrNde 121 .8 121 .8 11.5 11.5 r19.8 120.4 7a 8.5 98 97 Sandy 6ravelly cl ay Gravelly Cl aySandy COPIES: R.A. l{elson & Assooiates, lnc. J.V.A,, lnc.; Tom of Vail €trrathrcy Prrt t Schui tz ; Ken La0roix Fred R, Caneron FIELD OESERVER APPROVED BY Ar r nutu.l prot.ctlon to cllantr, th. publlc and oursllv.r, rll ropoFtr .r. sutnittad a3 th. contld.ntlll prop.rty ot our cll.ntt' .rd rutiorlr-tlgn tor Fubllcrtlon of 3trtciant, corclu3lont or .rtrrctr troh or ragqrdlng our r.ports l3 r.a.r!.d F.tldlng our wrltt.n rFfroval. SarFlaa vrlll ba d{aporod of rtt.r t.itlng 13 coripl.t.l unl.s! oth.r arr.og,rnonts rrc !9...d to In wrltlng. A tr|.|iiei ot th. EI! grolp of cornFnl.! I CHEN.NORTHERN, INC. ooflst{.TIIG Eilc |EERS AI0 SCIEI|TtSTS REPORT OF CONSTRUCTION ACTIVITIES T0: llEcli Enterprl ses JoB ilo. 4 l7g 93-3 DATE| 9-29-94Attn: Eustaquio Cortina P.0. Box 3149Vail, C0 81658-3119 DAITY REPOflT tl0. 94 SHEET I 0F 3 PROJECT: Liftslde Building east of lresthaven Drive and llesti n tlotel , South Frontage Road Uest, Vall, Colorado. IIEATHEI COIIOITIOIIS AIID TEHP€RATURE COilTRACTOR'S COIISIRIITIOII ACIIVIIIES PERSOIIIIEL: l,lAJ0R EQUIPiTE!{I: ACTIVITITS: CII€II-IIORTHER}I'S 5IT€ ACTIYTTIES Stan lliller, Inc. conti nues placlng fill west of the pool staircase, ye made two trlps as requested to test intermi ttent llfts. A telephone trench was cut approximately 35 feet south of the pool staircase. lle performed tests on this trench on the surfrce. Approximately 6 feet of fill below was placed ln l?-insh lifts and conditloned the sare as the last {surface) lift. VTRBAL COI,IIIUIIICATIOI{ UITH COI{TRACTOR, EIIoIIIEER, ARCHITECT, SIIITR CWIES: R.A. llel son & Associ ater, Inc. J V A, Inc.; Gwalimey Pratt $chultz Ken Lacroi x FIELO OBSERVER Fred R. Ca[Eron APPROVEO BY Aa ! trutu.l Frota€tJor t? cllantr, th. publlc .nd o{r-s.lvai, .ll i.portr rrr rubft{ttad rr tha confld.ntl.l Drop.rty of our clltntt, .ndaBthof{ratl'|r for Publl.rtlor of Strtalant. Conclualon3 or attracti fro or rGgrrdlng oor raports Jr ra3arvad panding ouf i,rfttan rppr'ovrl.S.trplar rlll l. dlaporcd ot rttar taatl'|g la corFl.t.d unlalt oth.F.rrangdr.ntr lra agr.ed to ln xrltlng.A ||rS.F of th. tsI! gro{D ol cc'hpafrl.r CHEN-NORTHERN, INC. cor{su|-tlMt Er6lfleER3 &|o SclENrlsTs REPORT OF FIELD NUCLEAR DENSITY TESTING A, a lnt|t|.al prgt.ctlon to €llanta. ttrc F6Ilc and ouricfvar, nll r.torta anr auhnltt.d a3 tht catfldcttttal proP.lty ot out cllcnt3. .nd.sthorlz.ttot for ]rsbllc.tlon of 3tatdEnt r coiclurlonr or .xtr.cti tro.| ar r'.gr|^dltg ouF raporta-lt r.3.rv€d. F.ndlng our $rltt.n rpproval. SanDlar rr{ll ba dltpo|'ad of aft.r t.r'tlng 13 codpl.t.d {nlatt othor.r^?.ngantntt .r. egraa.l to In irrttlng. A ir.sb.r ol tha !I! gro{p of c{,op.nlet i T0: l,lE0ll Enterprl ses JOB ll0. 4 t78 93-3 DATE: 9-29-94 Attn: Eustaqulo Cortl na P.0. Box 31tf9Vail, C0 81658-31{9 DAILI R€PoRT ll0. gil SHEET 2 0F 3 PRoJECT: liftside Buildlng, East of thsthaven Drlve and Uestln liotel , South Frontage Road lfest, Vail, Col orado. SPECIFICATIO'I CdiPACTIOII & IIATENIAL lill{It'lU1,l REQUIREO I!|-PLACE 0Ef{SIW: 90I AS OETERflIilf0 8Y: ASTII D-698 CotlSTRlrCTt0lt Col{TRACTfi: Stan l,liller, Inc. TEST L0CAT!0I{S UERE SELECTED 8Y: Chen-llorthern ITPE All0 lilJ,l8ER 0F EARTH ll0Ulll6 UIIITS: I Trackhoe TYPE AltD ilU,lBER 0F C0ltPACTl0l{ tf,ilT$: THICKIESS 0F LIFT: 12" tlETH0D 0F AD0ll{G l40IsTRE: llUt'IBER 0F PASSES: As Reguired TEST ilo. LOCATIOI{ t'lest of Pool Stai rc&$e DEPTH ON ELEVATIOII (FEET) HO I STURE*ll;"PERCEI{T (RELATTVE/ ltAxIil$,|) OBTATIIEO SOIL IYPE IAXIHUT{ DRY DEI{SITY (pcf) 0PTIHuil I'IOI STURE c0t{TE[T (x) DETSITY (PcF) sr 33 34 15' South of l,lorth tlall, 8' Uest of East Ual I 20'South of llorth llall, 0' llest of East l{al I 10' South of ]{orth llrll, 15' lJest of East Ual I l0'Above Footi ng 10' Above Foot i ng 1l' Above Footi ng l2r .8 l2t.8 tel.8 ll.5 ll.5 11.5 0 I 6 t17 tt7 119 8.9 8.0 9.9 96 98 Sandy Gravel ly Cl ay Sandy Gravel ly Clay Sandy Gravelly Cl ay FULL TII'IE OESTRVATIOII -X FART TI''E OSSERVAT]0I{ rxts nEfiFFpnesg[Ts optt{roa{g Fort.lCD ,ts A R€5{rLr oF ane oEsEeErrols of FrLt pl.lcEt'r€}rt. liE HAyE FELIED oN{ rHE coNTS4qtoe,rg i:ijxrriiui iipuvfxe rH€ REasri€Ro€o coCAcilie ttFoRr Ar{o iFtsruRE ro FILL D(ritNo tH€ TtM€s uHEx orrR ossERvER ts r{gT 98!E!vr}!9oiaRAiioilC. rists AiE }|AsE oF iHE iir.l ot{"i As s€LrEvED rEcEssArv ro ctlratAT€ oun oBsERvEn's JUDGE:}iE1{T. lgsr oAtA ARE ror THg SOLE BASrS FOR OPI tO S 0 rfiSrHER lH€ ft{-L a€ers sP€crFlcA?to{s. ItIg ilrcIEAR OEilSOMTER IITTIIOO OF IESTIT6 UAs USED III SUBSTAIITIAI ACCONDAilCE UJTH A5TI.I D2992 AI{D D3017. PRIL llill IIARY OSSERVATIOIIS A[{D/OR IEST RESITLTS VERBAIIY REP0ITED T0: Kerry, Jeff Kel]y. PROGRESS REPORT: C0PIES: R.A. llelson & Associates, Inc.; J V A, Inc.t &iat}|tEy Pratt schultz; Tom of Vail; Ken LaCroix Fred R, Caneron FIELD OBSERVER APPROVED SY T0: NECII Enterpriees J()B IO. 4 178 93-g DATE: 9-29-94Attn: Eustaquio Cortina P.0, Box 3lil9Vall, C0 81658-31/t9 DAIty REPORT ltO. 94 SHEET g 0F B PRNECT: liftside Building, East of Lesthaven Drive and lfestin Hotel , South Frontage Road lJest, Vail, Col orado. rEST 1{0. locATloil Tel ephonc Tnench OEPTH OR EIEVATI(!II (Fr€T) PERCEIIT (RELATIVE/ r.rAxI[ut{) OBTAI'IED SOIL TYPE l{AxIl{u{ 0nY DEIISTTY (pcf) 0PTIIUll l.l0I STURE c0r{TEilT DRY DEIIS ITY (PcF) t'totsnnE coftTEilT (1) 35 36 l5'. South of Pool Staircase lhl I Si denrl k, t{est Planter 6'Above Foot i ng Grade 121.8 xzI .8 11.5 11.5 120.6 119. 5 8.9 8.5 99 98 Sandy Gravel ly Cl ay Gravel ]y ClaySandy C0PIES: R.A. l{el son & Associates, Inc. J.V.A., Inc,; Tofln of Vail . Guathney Pratt Schul tz; Ken La0roix Fred R. Cameron FIELO OBSERVER APPROVEO BY CHEN.NORTHERN, INC. oonsutTttrc g olH€gts tD sctEMlsts REPORT OF FIELD NUCLEAR DENSITY TESTING A3 a lHltual prot.ctlon to ellants, th. publlc i6d ori!.lvrr, .ll r.port. rr. rubfilttad aa th€ confld.ntlal propar,ty of o!r'cllartr,.hd .ttthorlz.tlon for publlcatlon ot rt.tsh.nt I conclurlons or Gxtrrct3 fror or ra{ardlnq our rrDoitr la rai.rv.d i.hdlng our wrltt.napprovll. Srrpla3 xlll ba dlspor.d ot .ft.r t.it{rg 13 co6pl.t.d unlcsi oth.r rrringcmcitt rrr igrld to ln rrltlig.A radtbar of t}a EIE group ot coqrrl.3 CHEN.NORTHERN, INC. coilsuL xc EltcIIEEns atD SctEftTtsTS REPORT OF CONSTRUCTION ACTIVITIES T0: filg0ll Enterpri ses JOB li0. 4 178 93-3 DATE: 9-30-94Attn: Eustaquio Cortln. P.0. 8ox 3149vall' c0 81658-3149 DAIty REP0RT t{0. 95 sflEET l 0F a PftOJECT: Liftside Building east of t/esthaven Orlve and testln Hotel , South Frontag€ Road Uest, Vail, Colorado. I{EATHER COIIOITIO?IS AIID TEI,IPERATURE cot{TRAcToR's c0f{sTRt[TIoil PERSOilI{€L: IIAJOR EQUIPI{EIIT: ACTIVITIES: ACTIVITIES CHSI{-IIORIHERN'S S ITE ACTIVITIES Stan l'liller, lnc, contlnues placlng fill on th€ nest side of the pool staircase wall. Thelarger rock has been picked out of the fill and discarded. A sater hose nas used to adJust mol sture prior to ccrpactlng. R.A. llelson & Associates, Inc. raquested that ye test the liftsto assure compaction. Ue performed txo tests earller on the 12' lift and returned later andperfonned trro additlonal tests on the 13'lift. All four tests oassed. VERBAL COI,I},IUIIICATIOI{ YITH COIITRACIOR, ETIGIIIEER, ARCHTTECT.0!titER COP IES : J V A, R.A. llelson & Associates, Inc.Inc.; Gftatlney Pratt Schul tz Ken La0rol x FIELO OB5ERVER Fred R. CalEron APPR(IVED BY A3 r ilrtsal p!'ot.cttqn to ell.l|trr tbr publlc and oqrlrlv.., .ll r..por-t.t af. 3qbftltt.d ra tha confldGntt.l prop.rty of aui cll.ntr, rtrdauthoflz.tlan_ fo. Fubllcrtlon of ltatan€nt. Conclu3lor3 or.ntr.cts fro.r or r.gardlng oqr r.porta l3 rc5.rvcd pcndtng'our *r-{tt.n.pprovrl.S.|npl.t-HllI !. d{rpored ol aft.r t.atlhg lr cooplat.d unl.3t oth.r arrcngoncintr aie egrcri to ln iflt{ng. - A E bcr ot tft. !!!! grosp of conpanl.i T0; ifCl,l Enterprl ses JoB ll0. 4 r78 93-3 DATE: 9-30-94Attn: Eustaquio Cortl na P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RT ilo, 95 SHTET 2 0F 2 PR0JECT: Liftslde Bullding, East of tJesthaven Orive and lleetln tlotel , South Frontage Road uest, Uail, Colorado, 5PECIFICATIOII COIIPACT TOI{ & I'IATERIAL llllllmni REQUIRED II|-PLACE DEIISITY: 951 AS OETERl,ltl{tO 8Y: ASTH D-698 COllSTRuCTI0ll C0|{TRACT0R: Stan lllller, Inc. TEST LOCATI0ilS I/ERE SELECTED 8Y: Chen-llorthern TYPE AllD llullEER 0F EARTH IOVII{G UIIITS: I Trackhoe TYPE All0 llU,lBER 0F C(XPACTI0i| tlfllTS: I Sheepsfoot, I Jumping Jack THICffESS 0F LIFT: 12"1 l|tTHOD 0F ADDII{€ I'I0ISTURE: l,later flose llUl,lBER 0F FASSES: As Required rEST flo. LOCATIOII Pool Stal rcase DEPTH OR ELEVATIOI{ ( FEET) tABOl IATORY FI :LD PERCETT (RELATIVE/ l,tAxIt'tu,t) OBTATl{ED SOII TYPE ilil(Iilutl DRY DEIIS ITY (pcr) OPTITIW I,IOISTUR€ c0l{TEiT (x) 0nY DT }IS I TY (PcF) I,IOISTURE c0t{TEl{T (%l 37 38 39 40 3' South of llorth l{al I , 5' llest of Stair l{al I l2' South of ]{orth lhll, 8' lJest of Stal r Ual I 5' South of l{orth Yal l, 8' lrest of Stal r llal l 15' South of l{orth Uall, 3' lJest of Stal r UalI 1?'Above Foot i ng 12' trbove Foot i ng 13' Above Footi ng 13' Above Footl ng 121 .8 lel.8 121 .8 121.8 II.J I.T.J 11.5 t1. 5 ? ? 0 117 8116 119 118 9.8 10.2 l0 .5 1l .0 96 96 98 97 Sandy Gravel Iy Cl ay Sandy Gravelly Cl ay Sandy Gravelly Clay Slndy Gravel ly Clay FULL TIHc 0SSERVAT]0I{ X PARI Tlll€ 0BSERVATI0}| rHI3 NEFqI PiESEXTS OPT IOIS FOIIi€O AS A RESULT OF OUN OSSERYATIOITS OF FIIL gLACg|€fl'. VE HAVE NILTED 0|{ THE COflTNACTOR TO coftTrxu€ Applytt{c lH€ tEctti{Ero€o coftFActty€ €FFott Ar{o l.otslun€ To FILL orrRl{s THE rl.r€s lj'reN ouR oBs€nv€n ls For o{sERvl}lc OPENAITOIIS. !EST3 AN€ |,|AO€ OF IHS FILL O'ILY AS S€LIEVED {€CSSSARY TO CALTBRATE CruN OgS€NVERTS JIDGE:.I€{T. IEST OATA ARE }FT Tlt€ SOLE BASIS FOR oFtlrtm{S 0a{ 11HETHER THE FILL li€Ers SPSCIFTCATIO S. THE IIUCLEAR D€XS$,IETER ilETH0D 0F TESTII{G l,AS USED ltl SUBSTAHTIAT ACC0RDAi{CE I'IITH ASTl,l 0e992 AllD 03017. PREIII'|II{ARY 0ESERltATI0tlS AllD/0R TEST RESUITS VERBATLY REP0RTED T0: Kerry PROERESS REPORT: COFIES: R.A. l{el son & Associ aies, Inc.; J Y A, Inc,t €wathmey Pratt Schultzi Tovm of Vail l Ken La0roix Fred R. Caneron FIELD OBSERVER APPROVED BY CHEN.NORTHERN, INC, GOISULTIIIE ET6I €ERS AND SCIEI|'ISTS REPORT OF FIELD NUCLEAR DENSITY TESTING A3 a rut{al Frot.ctlon to cllcntr. th. publlc rnd our6.lvrr, .It t.port: rr. ''ubtnltt.d .3 th. eontld.ntlrl lrop.l"ty of our cll.nt3' lnd ruthorlzatlor tor rrshllcatlon nf atitaiEnt, co|tcl||3loni oi artrrct3 ?iofi or regard{rg osr raportB 13 rasarvad Pcndlng our Pritt.n .tprov.l. SaFlaa rtli h. dl3Fo3.d ot rtt.r t..tlng l. coGrpl.t.d vnl.tr oth.r rrrangafi.rt. ar. agra.d to In wrlttng. A i.dbar ot tha !I! gro.rF ot cqq.r|l.t CHEN.NORTHERN, INC. co{qrlTltc EilGtft€ERS Am SCIgXTtStS REPORT OF CONSTRUCTION ACTIVITIES T0: liECfi Enterpriser JOB t{0. 4 178 93-3 OATE: 10-3-94Attn: Eustaqulo Corti na P.0, 8ox 3149Vatl, C0 81658-3149 DAILy REP0RT ilO. 96 SH€ET I OF z PR0JECT: Ltftsld€ Eulldlng eas! of y€sthiven Drive and l{estin Hotel , South Frontage Road llest, Vail, Col orado. YTATHER COI{DITIOIIS AIID IEI.IPEIATffiE COITTRACTOR'S COI{STRrcTIO}I ACTIVTTI ES PERSOHilEL: IIAJOR EQUIPIIET{T: ACTIVITIES: CHEI{-I{ORTHERI{'S SITE ACTIVITIES lrpon our first vislt to the jobsite, we nret with Jeff Kelly. Jeff i nfonned us that Stanl'llller, Inc. was not teady for another test next to the pool stalr wall yet, and requested that ve retum ln three hours. Three hours later, st'ill no flll progress next to the pool stairxall. Jeff requested testing in a few areas on the north side of the building. All final tests passed. Only 90fl ras required in some areas, VERBAT Ctt0,ltt{lCATIOl{ lllTtl C0llTRACT0n, EiloItfEER, AflCHITECT, Oli0llR COPIES: JVA, R.A. tlelson & Associates, Inc.;Inc.; Giwatlmey Pratt Schultz; Ken Lacroix FIELO OBsERV€R Fred R. Cameron APPROVEO 8Y Ar c rd.tn{| Froi.ctlon to cll.rt!. th. pi.blle.nd osr..lvar, all F.?ortr.f.3ub6ltt.d .3 t}c coDfld.ntlrl prop.!'ty o? our cllertt, and.uthorlr.tlon for publlcrtlon ot ttatarn nt, Conclurlons or artr.cts iraa o. aag.rdlng osr raFortr lr r.r.rv.d F.nallng oqr wFl tten .pproval .SrnFl.r vr{ll b. dlrporad of .ft.r' t.rtlni lr cofipl.t.d unlaia oth.r .rrang.n ntt .rc .graad to l|| wrltlng. A ndrb.r of th. !l! groop ot codfrnl.i a CHEN-NORTHERN, INC. coaasulrtrc €|16I EERs AI0 sclEllTlstg REPORT OF FIELD NUCLEAR DENSITY TESTING T0: HECII Enterpris.s JoB ll0. 1 178 93-3 DAT[; t0-3-94Attn: Euctaqulo Corti na P.0, Box 31i19Vail, C0 81658-3149 DAILY REPoRT l{0. 96 SHEET 2 0F 2 PROJECT: Llftside Building, East of lJeethaven Drive and ll$tin tlotel , Surth Frontage Road test, Vall, ColorarJo. SPECIFICATI0I'I COI.iPACTl0ll & IIATERIAL l{l1l I l,lu}l REQUIREo I||-PLACE DEIISITY: 901 and 95f, AS oETERl,lIllE0 8Y: ASTl,l D-698 C0t{SIRt CTIOil C0I{TRACTOR: Stan l,liller, Inc. TEST LOCATI0IiS ttgRE SELECTED BY: Chen-ilorthern TYPE 4il0 lli.S{BER 0F EAflTH H0Vl }tG UIITS: Loader, Backhoe TYPE Al{D llUllBER 0F C0fiPACTIOI{ ulllTS: Jumping Jack THICKI{ESS 0F LIFTI 12'! I|ETHOD 0F ADDlilG Ifi)ISTURE: llater Hose lltllBER 0F PASSTS: As Requi red IEST t{0. LOCATIOl{ DEPTH OR ELEVATIOII (FEEI) TABOI !AI!EY Ftl :tD PERCEI{T (REIATTVE/ ilAXIr.ilI4) OETAII{EO SOIL TYPE l4AXItlt l.l of,Y DEIIS ITY (pcr) 0PTIl.lUtl I,IO I STURE c0t{TE1{T (x) DRY DEI{SITY ( PcF) iloIsTmE c01{TEltT (1) 4l 42 43 44 Ranp to Trash 0oors S i deral k, llest Pl anter $l dewal k, Uest Pl anter Planter Grade Grade 6rade 6rade l?1.8 121 .8 121 .8 121 .8 ll .5 !t q u.5 l1 .5 I18.6 116. 9 117 .2 113.0 7.0 t-h 8.? 5.2 97 96 96 93 Sandy Gravel ly Cl ay Sandy Gravelly clay Sandy Gravelly Clay Sandy Gravel ly Cl ay FULL TII{E OBSERVATIOI{ X PART TII'IE OBSERVATIOTTmrs eEFan?-parseNts oprfltorls Fol'.r€o As A REsuLT or oun oGEmTtofls oF FttL pLAcEliEr{T. vg nAvE r€Llso oar rHE Got{TRAcroR ro cofirtRuE AppLyfi{8 t$E f,Eoori&NoEo cor0AcrlvE EFFof,l A o trctsruRE to FILL orrRl G rHE Tll{€s t{l{Et{ ouR oBs€nvER rs ttoT olsERYInG OFEMTIoI{8. TESTS ARE l'aAD€ oF rHE FILL o LY As BELIEVEo i{EC€SSARY TO CALISRATE otR OaSllvER's JUDG0{Efi1. T€Sr DATA ARE t|or tHE SOLE 8A5lS Fm Opllllor{S ON{ WHETHER TtlE FrLL EETS SPECIFICAIIOXS. TH€ IIUCLEAR, O€i|SO}I€TER I,IETIIOO OF T€STING I'AS US€O III SUBSTATITIAL ACCORDAHCE IIIIH ASTI{ D?992 AIIb D3OT7. PRELI]'|I!|ARY oSsERVATlolls AI{D/0R TE5T RESULTS VERBALLY REP0RTED T0: Jeff Kelly PRO€RESS REPORT: CoPIES: R.A. llel son & Associates, Inc.; J Y A, Inc.; Gwathmey Pratt Schultz; Tom of Vail; Ken La0rolx Fred R. Caneron FIELD OESERVER APPROVED SY A3 | msturl prot.ctlon to cll.nt5, th. publlc lnd ours.lve3. rll rapor^t3 rr. rutxrltt.d .. th. confldintl.l pt'op.rty of ou. cll.ntt, and author{ratlon foi. p|rbllaltlon of tt.t.m.nt. conclullonr or .xtrrct3 froD or r.g.rdlng o|rr f.porti la r.r.rv.d p.ndlng our rtltt.n aFptovrl. S.nplcr ulll !a d{.po3.d ol .ft.a tottlng 15 comp let.d unla3a othcr lrrrng.fr.nti rr. agr..d to l|t $ltln9. A |tsrb.|^ of th. !!! giout of corp.nl.i CHEN.NORTHERN, INC. c0r{srLTrr6 EtGmgERs Am sctElrtsTs REPORT OF CONSTRUCTION ACTIVITIES T0: llECll EnterprlseE JOB ll0. 4 178 93-3 DATE: 10-4-9/tAttn: Eustaquio Corti na P.0. Box 3lil9Vail, C0 81658-3t49 DAILY REP0RT li0. 97 SHEET 1 0F I PRoJECT: Liftside Building east of T€sthaven orive and llesti n tlotet, South Frontage Road Uest, Vail, tolorado. UEATHER COI{O]TIO'IS AIID TEITPERATTRE c0l{rRAcToR's coilslRucTl0t{ AEITVITIES PERSOI{I{EL: iIAJOR EQUIPilEI{T: ACTIVITIES: CH€I{-IIORTHERII'S S ITE ACTIVITIES Upon our thi|d visit to the jobsite today, the concrete affived. Jeff Kelly requested two sets of cylinders. The concrete ret specifications for slurp and air content. l{e will return tomorrow (0Etober 5, f994) to pick up the cured cylinders. (See concrete papenrork for placg|Ent loction). VERBAL COI{IIUIIICATIOI{ I.'ITH C(II{TRACTOR, EIIGIIIEER, ARCHITECT, OVI{ER COPIES: R.A. l{el son & Assoclates, Ino, J V A, Inc,; Gwatlney Pratt Schultz Ken Lacrol x FTILD OBSERVER Fred R. Caneron APPROVED BY A3 | hutu.t DFot.ctlon to cllantr, thr FUbttc rnd oqrs.lv.3, lII F.portt rra aubolttad ri th. confld.ntlal Frop.rty of orrr cllcltt.' .ndliti"'iiiii i "i' iJ" -pi.Lti r.-.lrii' oi-iiriiic[i. - -conc i,r] "nior iit.idt: ir-io oi rigiiJini our rlpottr I t r.6erv.d icnattg-orr Hrftt.n rpptot.l . S!|ii|lar rllt b. dl3polad of rttai trit{ng 13 coiFlGt.d {nl.r. oth.F .rr.ng.i}antt 4ra lgr..d to ln r|rltlng. A lnfi5rr ot thc !I! group ot co.!p.nl.3 CHEN.NORTHERN, INC. COIISI'LT T IIG ETGITE€RS AIID SCIEIITISIS REPORT OF CONSTRUCTION ACTIVITIES T0: l,lE0li Enterprises J08 l{0. 4178 93-3 BATE: f1-n-94Attn: Eustaquio Cortlna P.0, Box 3149Vail, C0 41658-3149 DAILY REP0RT tl0. 98 SH€ET I 0F 2 PROJECT: Liftside Building east of t esthaven Driye and tlestin Hotel , South Frontage Road tlest, Vail, Colorado. IIEATHER COIIOITIOI{S A]{D TEI.IPERATURE c0t{TRAcT0R' s co}tsTRLET lot{ PEBSOil'IE!: }IAJOR EQUTPIIEI{T: ACTIVITIES: ACTIVTTIES CHEI{-ilMTHEi'I 'S SITT ACTIVITIES tJe arrived on-sl te as reguested. A loose lift had been placed Just p|ior to our arrlyal . 0nce compacted, we tested the lift. Both tests passed. VTREAL COI.II.IIJIIICATIOII UITH COI{TRACTOR, EI{GIIIEER, ARCHITECT, OUi{ER C@IES: R.A. f{€l son & Assosiates, Inc. J V A, Inc.; &rathey Pratt Schultz Ken LaCrtix FIETD OESERVER Fred R. Cameron APPROVED 8Y Ar. drtual Frotaetloh tg cll.nt3, tha publlc.nd our-.alv.r, .ll r..portr rF€ rubftltt.d !6 tha cohtld.lrtl.l proDarty of our cllants. .ndautftoi{tatlor for publlc.tlon of rt.tamht. Conclsslona oi.xtFrct. tro{i or r.g{Fdln9 ori rcpol.tr lr r.icr9.d pcDallng our wrltt.n rppFoval. SarlFl.r tr{II br .tlrPor.d ot rfter t.ttlng ir coirpl.ttd rnlatr other r|.rangqn nti rrr !gr.€d to In wr.ltlng. A ralbar ot th. !!! gro{I of co|lp.nlaa T0: t€C Enterprl ses JoB H0. 4 178 93-3 DATEI 10-12-94Attn: Eustaquio Cortina P.0. Box 3149Vail, C0 81658-3149 0AILY REPoRT tl0. 98 5HEET 2 0F 2 PROJECT: Ltftside Building, East of llesthaven Drlve and lJestin lbtel, South Frontage Road llest, Vall, Colorado. SPECIFTCATIOI|| COI,IPACTIOl{ & I,IATERIAL tllflll'lul'l REQUIRED Ifl-PLACE DEi{SITY: 95X AS D€TERl,llllED BY: ASTI{ D-698 CoilsTRuCTl0t{ C0I{IRACT0R: Stan lliller, lnc. TESI I0CATI0}15 UEnE SELECTED BY: Chen-llorthern TYPE At{O lltSBER 0F EARTH ll0Vlll6 UI{ITS: Loader TYP8 Al{0 }lU}l8ER 0F C0iPACTl0l{ UilITST Sheepsfoot, Jurnping Jack THICKIIESS 0F LIFT: 12"1 llETH0D 0F ADDI llG ll0IsTuR.E: l{ater tlose NU BER 0F PA55E5: As Required TEST tD. L0tATl0t{ Pool Stai rcase llal I DEPTH OR ELEVATIOT{ (FEET) -=fAB0$IATORY Ftt:LD PERCEI{T (RELATIVE/ l{AxI}.ltn) OBTAIIIED SOIL TYPE l{D(Illul'l ORY DEI{SITY (pcf) 0PTIilt${ I'IOI STURE c0xTtilT (x) oflY DTilS]TI {PCF ) I.IOISTURE cot{TEllT (x) 45 46 5' South of t{orthUall, 10' Yest of Stair llal I 10' South of l{orth llall, l0' lrest of Stai r lral l 1.5'Above Footing 15' Above Foot I ng 121.8 121 .8 ll.5 li.5 ttt a 119.0 8.4 9.9 97 98 Sandy 6ravelly C'lay Sandy Gravelly Cl ay FULI III'IS OBSENYATIOII X PART TII{E O8SIRVATIOII THts REmFp*EsEt{ts op ttoaas FostED As A REsdrLr oF o.rn oEsEEfrrts|s oF FILL pl^cfr{€t|T, y€ }|AvE RELTED oit rH€ coN{TiAcloR To alllTr$JE AppLrllG rHE REc$faEt{D€D @fipAcltvE EFFoRt ArD rolsruRE to FrLL ErrrR$r6 rHE rI Es WHEN otR oBs€nvEe ls l.or oBsEivtNe riFEnnfions. tgsrs AR€ ADE oF tHE fILL ofiLy As BELIEVED flEcEssARy ro c LIBMTE orJR ossERvER's JtocanExr. lEsr DATA AR€ ror TI{E SOLE 3ASIS FOR OPIi{IOi{S O UHST|I€R THE FILL I.IEETS SPECIFICATIOIS. IHE ITUCLEAR DEIISOTITIER I.IfTHOO OF TESTIIIG UAS USEO II{ SUESTAI{T]AL ACCORDAIICT YITH ASTI.I 02992 AI{D D3OI7. PRELII.,III{ARY IIBSERYATI0I{S Al{D.r0R TEST RESUTTS VERBALTY REP0flTf0 T0: Jeff Kelly PRMR.E$S REPORT; CoPIES: R.l. l{elson fr Assoclates, Inc.; J V A, lnc.; GHattney Pratt Schultr; To*n of Vail; Ken La0roix Fred R, Caneron FIELD OESERVER APPROVED BY CHEN.NORTHERN, INC. @l|suLTna6 E o {EEns A}D SCt€XtlEtS REPORT OF FIELD NUCLEAR DENSIW TESTING A3 a c{.|trr.l prqtactloi to cllantr,. tha prbllc rnd orrr.lv.s, .11 r.Fortt.r..ubmlttc{.. thc confldantlrl ProParty ol-o{ar cllantt. r|rd authorfritlon for psbllc.tlon of rtataBlant, ro|lclu3lon! or .xtr.ctr tron or Fagardlng our f.portt.lr r.3.rv.d- F.ndlng osr *rlttan rpproval. Srnllaa,lll ba dlspor.d ol rltar tc3tlit l. coarplct.d url.st othar arrltlE.m.nt3 ar. tgr.ail to l11 r'lttllg. A n nb.r of th. E!! grool ot corr.trl.. CHEN.NORTHERN, INC. cofisjtT I NG EIC TEERS AID SCIEXI|STS REPORT OF CONSTRUCTION ACTIVITIES T0: l{ECll fnterpriees JOB ll0. 4 178 93-3 0ATE: 10-14-94Attn: Eustaguio Cortina P.0. Box 3li[9Yail, C0 81658-3149 DAILY REP0RT l{0. 99 SHEET r 0F s PR0JECT: Llftslde Buildlng east of !,l,esthaven 0rive and Vettln tbtel , South Frontage Road Ues!, Vail, Col orado. I'EATHER COI,|DITIOI{S AIID TEI.IPERATURE COIITRACTOR' S COIISTRUCTIOI{ ACTIVITIES PEiSOIt[EL: ilAJttR EQUIPITIFI{T: ACTIVITIES: CHSII-]IORTHERfl 'S SITE ACIIVITIES Huntlngdon (Chen-l{orthern I was on-site twice to test the denslty and rbi sture of fill on the south side of pool retaining wall and of road base backfill for the guest driveway. VERBAL COI'II.IUII ICAT IOiI I'I IH COIITRACIOR, EI{G I IIEER, ARCH I TECT,0t, ER COPIES: R.A. l{elson & Associates, Inc, J V A, Inc.i Gvathmy Pratt Schultz Billy Barbour FIELD O8S€RVER Fred R. Caneron APPROVTD BY Aa a nuturl prgtactlon to cll.ntsr th. Futllc .nd oqrr.lvat, all raporta ata rubslttad ar th. corf{dantlal Fropar.ty ol olr cllantt, ald.uthorlr.tlo-n ?or publlc.tlorl of .trt$.;t, Concl{rlon! or citrrctt irol! oi ragardlng our r.port3 ir r.a.rv.d lrnittg.out Hrlttai apgroval.S.hll.r rlII ba dl3po..d of rft.r t.3tlng lr c.r|pl.ted unI.3B oth.r rrrlngdrl.ntt rra agr'aad to ln ifltlng. A ndrb.r of tnr E!! group ot corD.nl.3 CHEN.NORTHERN, INC. oorasutl$rc ExGI||Etns A|{o sctEl{ttsTs REPORT OF FIELD NUCLEAR DENSIW TESTING A3. rrut{ll Frot.ctlon to cll.nt3, tha publla.nd ourralvc3, rll raPort3.|.tr aubn-ltt.d a3 th. conlld.nt{.l PtoP.rty ot ou|. cllehttr rttd .!.tborlratlor tgr prbllcrtlcn ol rt.t.r|.lrt, conclu.lonr or.rtr.ctr lroi or rag.rdtng our r.pot'ta It F.t.Fvld pandln! olt. rFltten rFprovrl. Slrpl.r rlll ba dliporad ot rft.r t.rtlnt {r cod9l.t.d unl.33 oth.r rrF.ng'.ir.rtr rr.. .gr.ad to ln rrlt{ng. A |rd|bcr of th. !!! troup o{ cofiprnlc. T0: l{ECil Enterprises JoB ilo. 4 178 93-3 DATE: 10-14-94Attn: Eustaquio Corti nd P.0. gox 3149Yail, C0 81656-3149 DAILY REPoRT 1{0. 99 SHEET 2 0F 3 PROJECT: Liftside Building, East of lresthaven Orlve and llestin Hotel , South Frontage Road Ucst, Vail, Colorado, SPcCIFfCAtIoll CffiIPACT lof{ & IIATERIAt llll{Il'lull REQUIRED II|-PLACE D€]{SITY: 901 and 95I AS DETERllllltD BY: ASTII D-698 COilSTRUCTI0I| COI{IRACT0R: Stan l,llller, lnc, TEST LOCAT I0l{S UERE SELECTED BY: Chen-}lorthern TYPI AiIO iIT'}IBER OF IARTH IIOVITIG III{IIS: TYPE Al{D l{Ul,l8ER 0F C$lPACTI0ll UtltTS: I Jtnping Jack, I Snooth Orrnn Rnller. THICKI{ESS 0F LIFT: }|ETHOO 0F ADDtilG I'I0ISTURE: llater Truck l{Uf,lBER 0F PASSES: As Required rEST ilo. LOCAT I OI{ DEPTH OR E!EVATIO}I (FEET) PERCEIIT (RELAT IVE/ HAXIHUH) OBTAII{ED 5OIL TYPE l{AxIr{r|l DRI OEI{SITY (pcf) OPTII4UI,I ltotsTWE cot{TEilT (r) 0EltslTY ( PCF) tlolsTURe cot{TEltT (f;) 4f 48 49 South of Pool , Souttvast Corner of Bui I di ng Retai ni ng llal I Guest Dri Yeway, South of Bui I di ngl0' South of Bui ldl ng Center 6uest Dri veway, South of South- west 8ui ldl ng Cornen,35'South of Building tlest Si de LevEl 54 Subgrade 4" Bel or Subgrade 135.9 134.2 134.? 7.2 7.9 7.9 132. 5 136.2 136.1 6.2 6.0 10.1 98 100+ 100+ lJell Graded Gravel with Sand -314" Aggregate BasB Course -3./4" Aggregate Base Course FULL TII{E OBSERVATIOil X PART TII{E OB5ERYATIOII IHIS REPORT PRES€'Ilg @t Io.{3 FOR'EI' AS A NTSgL' Of OUN OSSENVATTOXS OF FILL PLACEH€ T. UE HAYE RELIED ON IHE CONTRACIOR TO CO TTruE APPLYII{6 IHE TECOIi'|EI{O€D CO'.IPACTIVI EFFOQT AIb I.$ISTUN€ TO FILL O{JRIiIO IHE II}IES YHEN d,R OBSERVEf, tS IIOT OESERVII{G OPERATTOI{S. TESIS AI€ '{ADE OF THE FILL otILY A3 ICIIEVES I{ECESSARV TO CALISR^T€ OIJR OBSENV€R'S JUDG€MENT. TEST DAIA ARE NOT rHE SOLE SASIS fOF O?II{Io'IS ON{ IT{€THER IHE FILL I*E'S SP€CIFICATIOI{S. THE NUCLEAN, OEIISOI'IETER I,IETTIOD OF TESIIIIG I'AS USED II{ SUBSTAI{TIAL ACC()ROAIICE I{ITH ASTII 02992 AI{D D3017. PRELII,III{ARY 0BSERVATI0IIS AND/ffi TEST RESUITS VERBALLY REP0RTED T0r Jeff Kelly PROGRESS REPffiT: COPIES: R.A. l{elson & Associates, Inc.; J V A, lnc.l Gwattney Pratt Sthultz; Tovnr of Vali; Bllly Earbour fred R. Caneron FIELO OBSERVER APPROVED 8Y T0: l,lECll Enterprises J08 ll0. 4 178 93-3 0ATE: 10-14-94Attn: Eustaqulo Cortina P.0. Box 3149Vall, C0 81658-3119 DAll-Y REPORT ilO. 9e SHEET 3 0F 3 PRNTCT: Llftslde Bulldtng, East of tlesthaven Drive and gestin Hotel , South Frontage Road Yest, Vall, Colorado. rEST lto. LOCATIOII OEPTH OR ELEVAT I OI{ (FEET) }OR.ATORY I rrrlo PERCETT (RELATIYE./ t{Axtil$,t) OBTAIIIED SOIL TYPEDRY OE}ISITY (pcf) oPT I l.ttf,l iloIsTuRI cofiTEt{T (x) ORY DEIIS I TY (PCF ) I,IOISTURE COilTE{T (x) 50 Guest Dri veuay, South of South- vest Corner of Building,45' South of Bui I di ng East of Center 4" Belor Subgrade 134.2 7.9 131.9 5.0 98 -3l4" Aggregate Base Course CoPIES: R.A. llelson & Associates, Inc. J.V.A., Inc,; Town of Vail frwatlmey Pratt Schul tz; Billy Barbour Fred R, garEron FIELD OBSTRVER APPROVED 8Y CHEN.NOHTHERN, INC. coaat9ultlltc Eltor||Egns lto sctE Ttsts REPORT OF FIELD NUCLEAR DENSTW TESTING Aa a dutu.l lrot.ctlon to cllaht.. th. puhllc.nd osrt.lv.s, .ll ragot^t. .r. r{bfilti.d r. th. confld.otlrl ProParty of oui cll.nt3' rnd r{thorl:itlon tor publl€rtloh ot atit.iEnt, concluslons or artractr froir| oi ragatdtng our rrporti lr r.tervad pandlng oul Hrlttan rppror.l. S.r$l.a illi ba dlapo3.d ol rlt.r t.ttl|rg li coopl.t.d unl.r3 oti.r.rrrng.n ntr.i. rgF..d to ln {rltlng. A 1116.r ot th. !!! S.euF of comp.nl.r /.- CHEN.NORTHERN, INC. COflSULTII{G ENGII{EERS AI{D SCIENIISTS REPORT OF CONCRETE TEST CYLINDER DATA ff'Tet AUc 1994 #'#tr"iffi, T0: ilECll EnterDrises J08 t'10. 4 178 93-3 DATE: 7-8-94 Attn: Eustaqui o Corti na P.0. Box 3149 SHEET I 0F 3 VaiI, C0 81658-3149 PROJECT: Liftside Euilding, east of lJesthaven 0rive and l,lesti n Hotel , South Frontage Road Vest, Vail, Colo. PLACEI'{EI.IT LOCAT I OII :Large Oeck on North Side of Job. BATCII TICKET II{FORHATI0I'| SU?PL|ER; Vestern }lobi l€ TFUCK lt0. 158 TtcKET ll0. 1323 trtlx oESIGN N0. 44 TI E BATCHED: 6:42 Alt TII'IE ARRIVEO: 7:01 Ail TII'IE PLACED: 7:05 Af'l-CU. Y0. LOAO/ACCUM: 7/35 F1ELD TESTII{C II{FORHATION SAMPLE TEt'iP: 67 "F AIR IEI,IP: 65 .F Tlt{t IEST TAKEN: 7:10 A SLUI'IP: 51/2 Itl. AIR CoNTENT: 6.11 l'lET Ul{lT IIEIGHT: JOB SPECIFICATIONS: SLUI'{P: I,IAX.4 IN, AIR C()NTENT: A-8% HATER AODEO AT SITE 6 GAL 6"x l?" TIME CYtll{DERS CAS1 CYL II'IDER I NFORI.IAT IOI{ l'10. 0F CYL l|{0ERS : 6 CYIT(OER S IZE:7:20 Al4 UHERE CAST; 0n-S i te cuR116 mF0RtlATIoN IlltTlAt CIIRE: 0n-Site FIELD ST0RACE FACILITIES; Insulated Box DATE RECEMD AT LAB: 7-11-94 BY: Jim H. Oavis MIN/MAX A6E OAYS OATf TESTED TOTAT IOAD (LBS) DIAI'IEIER ( IllcHEs ) AREA (sQ Iil) c0ilP.sTR. (PS r ) TYPE OF FRACTURE CYL I I{DER I.'E I GHT (LBs) CYLIIYOER UNIT I{E I6HT (PcF ) 7A JTA 3lA 564 )DA H 7- l5-94 7- l5-94 8-8-94 8-8-94 9-2-94 9- 2-94 79,500 83,000 i08,500 106.500 f,.YO K a7 6.00 6.00 28.09 27 .99 ?8 .27 28.27 2830 2910 3840 3770 shear shea r DESIGH STRE]IGTH 4OOO PSI @ 28 OAY5 TESTS BY LABORATORY PIRSOI{IIEL ARE III ACCORDANCE UITH APPLICASLT ASTM }IETHODS UNLESS OTHERIIISE NOTED SOIIE IfiFORI.IATIOIi OF TEST REPORT }IAY 8E PROYID€D BY OTHERS RE}1ARKS: COPtES: R'.A. l{elson & Assoclates, Inc Town of VaiI; Uestern l'lobile; J V A. Inc.; owathmey Pratt Sehultz Jim H. Davis Bobby J. flays F]ELD OBSERVIR APPROVED 8Y As ! nutual lrot€ctlon to cll.nt$. th. publlc .llertr. a[d rrthorizJtlon for public.tiotr of pondlng otr Hrlt!.n.pprovlI. S.tFles will bc In {rltlnE, A n|.|rber af th. E!! groqF of cohp.nl€3 and ours.lva!. rll riporta stat€{ e.t3, Co,|al!tiona or d l rpoled ot.ftar testlnE .re submlttcd ri thG confldlentlal pt'operty of srtrtctt fl'om or rcgrrdlng oor raPorts ls r's'rv'o I5 compl€tad unlets other arranganlnti agr€€d Eo Font No. cf'tEll3A 6/91 / CHEN.NORTHERN, INC. c0t{sutTlN6 El,t6l NEERS AllD SclEI|TISIS REPORT OF CONCRETE TEST CYLINDER DATA T0: l,lE0ll Enterorises JOB N0. 4 178 93-3 0ATE: 7-A'94 Attn: Eostaquio Corti na P.0. 8ox 3149 SHEET 2 0F 3 Vai l, C0 81658-3149 PRoJECT: Llftside Buildlng, east of llesthaven orive and Vestin Hotel , South Frontage Road l{est, Vail, Colo. PLACEI'IEI'IT LOCAT IOI{ :Large Deck on North Side of Job. BATCH TTCKET It{F0Rl'lATI0l{ SUPPLIER: l''estern Mobile TRUCK N0- 189 TICKET 1{0. 1323 l'llx DEsIGll N0' 44 TIl,lE BATCII€D: 7:09 Al,l TIIIE ARRIVED: 7:31 Al'l TIME PLACED: 7:41 Al't-CU. YD. LOA0/ACCUM: 7163 FIELD TESTII{6 I NFORI,IATIOT{ TIl.lE TEST TAKEII: 7:50 AH JOB SPECI FICAT I OI{S: SLUIIP: 5 3/4 IN. SLUHP: ax,'l IN. SAI,IPLE TE P: AIR C0llTEl{T: 6.2X AIR CONTEI{T: 4-8% 68 ,F AIR TEIIIP: 68 T UET UI{IT IJEIGHT: I.IATER AODED AT SITT 5 6AL. CYL I I{OER IIiFORI.IAT IOl{ t{0. 0F CYLINDERS: 6 12' TII'IE CYLINOERS CAST: 7:55 Al'l IJHERE CAST: 0n-slteCYLIT{OER S IZE: 6"x cuRIt{G n{FoRllATIotl II{ITIAL CTJRE: ON-SitE FITLO STORAGE FACILITIES: INSUIAIEd 8OX OATE RECEMD AT LA8: 7-ll-94 BY: Jim H' Davis tllt{/MAX AGE DNYS OATE TESTED TOTAL LOAD (rBs) D I AI,IETER ( tN$iES) AREA (sq Iil) c0l'rP . sTR . (PSI) TYPE OF FRACT URE CYL I NOER IIE IGHT ( LBs ) CYL I1{OER U]{IT IIE I6HT (PcF ) 78 7B 318 318 288 28S H H 7-t5-94 7- 15-94 8-8-94 8-8-94 8-5-94 8-5-94 90,000 87,500 l2t ,000 121.500 5.96 5 .97 6. 00 5.00 28.09 ?7 .99 28.27 ?8.21 3200 3130 4 280 43 00 con/shear Gon/shear DESIGI{ STRENGTH 4OOO PSI O 28 [)AYS TESTS BY LASORATORY PERSOT{NEL ARE I1{ ACCORDANCE UTTH APPLICABLE ASTH II1ETHOOS UNLESS OTHERI{ISE I'IOTED SO},IE I]{FORI{ATION OF TEST REPORT }TAY BE PROVIDEO BY OTHERS REI{ARKS: As requested by thb client, reflDining cylinders were discarded after design strength was attained. COPIES: t.A. f{el son & Associates, Inc.; Tor*n of Vail; Vestern l'lobile; J V A, Inc.; Gwathfley Pratt Schultz;Jin H. Oavis BobbY J. HaYs FIETO OBSERVER APPROVED BY At a rtutull cl l ant5, analpandlng our'ln wrl t I nE. pr.otcctlon to cll.ntr. th. Publlc tnd ourr.lv.ir !ll .cPorti authoilaltlon lor plrbllcatlon of strtqncnt3. Conclution3 or *riiiin ioorovnl. Srmplcr $lll be dlsposGd of.ft.r !.tting the [I! group o{ coitpanlcs arc subnltted .3 lha contldl..tl.l proparty ot €rtr.cti from or rcg.rding oor raports lr rct'l'v'd is compl.ted unless other ir.ang€inant3.grGad to Fcd No. cHEll3A 6/91 CHEN.NORTHERN, INC. consulTl|lc gfl6t EERS Ar'10 SCIEI{TIST5 REPORT OF CONCRETE TEST CYLINDER DATA T0: llECll Enterprises J08 N0. 4 178 93-3 DATE: 7-8-94 Attn: Eustaoulo Cortl na P.0. gox 3149 SHEET 3 0F 3 VaiI, C0 81,658-3149 PRoJECT: Liftside Building, east of lJesthaven Dfive aod lJesttn Hotel , South Frontage Road llest, Vail, CoIo. PLACEI,IEiIT LOCAT I OII :Large Deck on l{orth Side of Job. BATCH TICK€T II{FORHATI0I{ SUPPLI€R: tlestern Hobile TRUCK tlo. 150 TICKET l{0. 1324 t'llx oESlGll ll0. 44 TII{E BATCHEO: B:34 Atl TtMt ARRIVED: 8:55 Al4 TII'IE PLACED: 9:05 Al'l-Ctl. YD ' L0AD/ACCUI'I: 7/ll2if63 68 "F AIR TEIIP: 69 .F IJEI UXII I'IE I6HT: IJATER ADOED AT SITE 5 GAL. SLUl,lP: 4 3/4 SLUl,lP: tlax.4 AIR AIR t{. I[. SAI.IPLE TEHP: C0l{TEllT:5.6% C0 TEtlT: 4-8U FIELD TESTING I IIFORI{AT IOI'I TIME TEST TAKEtl: 9: l0 Af'l JOB SPECI F]CATIOI{S: CYLII{OSR IIIFORTIATION N0. 0F CYLIT{DERS: 6 CYL tI{OER S IZE:6"x 12" TIHE CYLIIIUERS CAST 9:20 Afl UKRE CAST: 0n-Site CURITIG I }IFORI.IAT IOII IIIITIAL CURE: 0n-Site FIELO SToRAGE FACIL]TIES: DATE RECEMD AT LA8: 7-11-94 BY: Jim H. Davis }ll l{/}lAX AGE DAYS OATE IE 5IE D TOTAL L()At) (L8S) l)IAI,IETER ( I ilCHES ) AREA (sq IN) c0titP . sTR. (Psr) TYPE OF FNACTURE CYLII{OER IIEIGHT (18s) CYLI I{DER UI{IT UEIGHT (PCF) 7C 7C 31C 3lc. ?8C H 28C H 7- l5-94 7-15-94 8-8-94 8-8-94 8-5-94 8-5-94 89,000 90,000 120,000 t 18.500 6.00 5.99 6.00 6.00 28.27 28.18 28.?7 28 .21 315 0 3190 4240 4190 shea r shear DESlGI{ STREI{GTH 4000 Pst 0 ?8 0AYs TSSTS SY LABORATORY PERSOI,IN€L ARE ]I{ ACCORDAI{CE I.'ITH APPLICABLE ASTM METHOOS UXL€SS OTHERI{ISE I{OTED sO}IE I I{FORIiIAT TOTI OF IEST REPORT I'IAY BE PROVIDED 8Y OTHERS REIIARKS: As requested by the'client, remaining cylinders were di scarded after design strenqth . was attai ned. CoPIES: R.A. l{el son & Associates, lnc Town of Vail; Uestern Mobile; J V A, Inc,; G!.{attx}ey Ptatt Schultz Jim H. 0avts BobbY J. HaYs FIELD OESERVER APPBOVED 8Y As r nuturl pFot.ctlon to clle.ttt. th. publlc cll.nti. rrd .uthorl:.tlon for publicatlon ot p.6d{nq our wrlttan approval. S.rlPI.3 t|lll b. ln wr{ t I rs. A n.nt|b.F of th. EJ! group of cornP.nl.3 and ourtolvGs, al I raport3 st.ts|rant3. Concl ut lor3 oa dlspotcd of aftcr tcstlng rr. iubmltt€d .B thc confldicnt16l proprr"ty ot .rtrtctt lro.t or ragarallng our rcpoftr ls r'3'rvc'l i3 collplet€d unlaS! othar arrangdiant3 'gr"d Eo For'n No, cMEll3A 619l Chen€Northern.lnc a -7)U.'ry lt{r-.n oiE S€t ttrt r. V REPORT oF CONCRETE TEST CY AIr{ All PM TO- PM-gOURS M|IEAGE-MIIf5 Tx:'% 's' oyol?:l sd{F#qi f,€or*eg 1ss ps.?- / z *?J?*TE 7--+-7 I DA,LY REPORT NO..-SHEET_'_OF L supnla <Lecfr.n *tolih- rnrc< xo. /8? lq<Er rc.62r uD( oEsrcN *. t/t/ at.m,7-/Z nuE B Tcr.re) 7-'-"7 ruE lRRrv€D 7,'gf nuE Pl/cED qo RE[.0 TESNNG INFOR}IATION: oui ro, rrxa,r €: a rtrl* < "-* m conan6grt€T uMr rvso{r-lS-8$.r. *rrySw-d-l|amlre6* .--..- ,.,^* , <:..-....^ .^^^ rr <*rc .zi ^-, ii-^,.*. ,/uql,,o,7<rir^r r(% Jos YEcFlcArot's sUrup g-tfi. ,rrn cgng.r&wlTEn looED AT srlE-d-- coLi: Ranrro<s gflJNOER INFOR}JATION:i,o.-#A.uiii;*-'a-"- ssNoER srzE--!d-x!g----nw crr.,Nons crsir trgBE c.tsr .r, Ra.o snruc€ FrslrnEs zsu hfe4 &x *tl{rx.- o TElnuE AT r-AE- -oe, PSt ('26 OAts rgsrs'gr r.lacrrom fttsoao€.,eE ct,@rr|cE rim{ ItntA&€ rstll-lE$aos u{'Est dnrERnsE l{nO 50t€ !|f6|^rna Cr nc rest EcFdlt laY gE PFOJII.L at '|lIF OffiEFIVER APPRCnED Sf A .rfrf ca r".fffi-le-. d G'rt''i-@ *a SUPPORT Al'lD ENCOURAGE MCEr cERnflc'{Tlot'l f..i""Bf ouu,*o ?i k-..W CHEN.NORTHERN, INC. COI{SULTIIIG EIIGI IITERS AI{D SCIEIITISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: llEClt Enterprises JOB flO. 4 t7O 93-3 DATE: 7-7-94Attn: Eustaquio Cort i na P.0. 8ox 3149 SHEET I 0F IVaiI, C0 81658-3149 PROJECT: Liftside Building, east of llesthaven Orive and Vestin Hotel , South Frontage Road llest, Vail, Colo. PLACEI,IEI{T LOCAIIOI{ :Lower Level oecks, Parking Garage. EATCH TICKTT lllF0Rl{ATIOll SUPPIIER: Uestern hobile TRUCK l{0. 114 TICKET N0. l3l8 tltx DESIG|| t{0. 44 Tll,lE BAICHED: 7:38 All TIl,lE ARRIVEO: 8:00 All TIHE PLACED: 8:15 Al,l-CU. Y0. L0A0/ACCUfl: 6/6 FIELD TESTTIIG IIITORI'IATIOI{ SA PLI TEIIP: 65 .F AIR IE}IP: 53 OF TIttE TESI TlKEll: B:?5 Atl SLUHP: 5l/2 Il{. AIR C0IITENT: 6.011 UET UIIIT IJEIGHI: 139.0 JOB SPECIF lCATlOt{S: SLU|{P: fiax.4 lll. AIR C0l{TEl{T: 4-81 VATER ADDED AT SITE 5 GAL. CYL I ?,|OER II{FORI,IATI OII tlt). 0F CYLI|{DERS: 6 CYtII{DER SlZE: 6"x t2" Ttl,lE CYL lt'lOERS CAST: 8:35 Al,l hIHERE CAST: 0n-5ite CUR I I{6 I }IFORIIATION II{ITIAL CURE: 24 hours on-Site 0ATE RECEIVED AT LA8: 7-8-94 Fl€LD STORAGE FACILTTIES: lnsulated 8ox8Y: Jim H. 0avis lllll/M$( AGE DAYS DATE TESIED TOTAL LOAO (LBs I OIAMETTR ( MCHES) AR EA (sq IH) cor'{P . sTR. ( PSr ) IYPE OF FRACTURE CYL I I{DER I.'E I6HT ( rBS) CYLIIIDER Ut{IT I'EI6HT (PCF ) 29 ,o ?8H 28H 7 -t4-94 7-t4-94 8-5-94 8-5-94 8-4-94 8-4-94 80,000 84,500 114,500 I12.000 qoR 6.00 5 .97 5.97 28.09 4o.1, 27 .99 27 .99 2850 2990 4 090 4000 con/shear con/shear OES IGI{ STREI{GTH 4000 Pst 0 28 DAYS T€STS 8Y LABoRAToRY PtRS0l{l{€L ARE ltl ACCoRDAI{CE UITH APPLICABLE ASTtt iIETH0DS UllL[SS 0TH5RI,,I5E l{0TE0 sOI.{E iiIFOR}IATIOII OF TEST REPORT MAY BE PROVIOED 8Y OTHERS REIiARKS: Observed semi -hardenell chunks of concrete comi nq out of chute of Truck l{o. ll4. Driver picked chunks out of hopper. COPIES: R.A. llel son & Assoclates, lnc Town of Vail; I'lestern llobi le; J V A, Inc.; Gwathney Pratt Schultz Jirn H. Davis Eobby J. Hays FTELO OESERVER APPROVEO BY Ar r nutual protectlon to cllcnts, th. pubtJc and osr3elvGr, r'll raport3 cllanti, aad autharitrtlon fot publlcrtlon of st.tattants. Conclusioni orp.ndlrg o{.r wFltten rpprovll. Samplca t{lll bG disPoa..t of tltar t.itingln lit'ltlng. A lllcmb.r of th. E!! gr-oup of comP.nle. .|". submltt€d .3 th. contldl.ntl.l Ptopcrty ot attracta trom or rcarrdlng ou|. rrportt i3 rctarvad la comglalad unlaai oth.t' .rr.ngcmcntr rgr..d to Fomr No. CfiE113A 6/9t a CHEN.NORTHERN, INC. COIISULTI }IG EIIGIIIEERS AIID SCIEIITISTS REPORT OF CONCRETE TEST CYLTNDER fli-iftq.lffirbf t(ocseB T0: llECll Enterprises J08 1,10. 4 178 93-3 DATE: 7-6-94 Attn: tustaouio Corti na P.0. Box 3149 SHEET I 0F 1 Vai l, C0 81658-3149 PRoJECT: Liftside Buildlnq, east of l,lesthaven Drive and vestin ttotel , South Frontage Road llest, Vail, Colo. PLACET,IEI,IT LOCATIOI{ :Deck Topping in Underground Structure. SATCH TICK€T lf{FORl,tATICN SUPPLIER: tlestern Hoblle TRUCK ll0. 189 TICKET t'10. 13139 ltIX 0ESI6N tlo. 44 TlllE EATCHED: 7:09 Ail, TIitE ARRIVED: 7:35 Atl TIHE PLACED; 7:45 A|1-CU. YD. LOAD/ACCUI{: 717 FIETD TTSTIIiG IXFORI'IATIOt{ TII{E TEST TAKEI{: 7:55 At{ JOB SPEC IFI CATIOI{S: SLUI'IP: 6 1/? SLUHP: ax.4 IN. Il{. SAI,IPLE TEI.IP: AIR COIITENT: 6.7X AIR C0llTEl'{T: 4-8fl 6O "F AIR TEI{P: 63 "F l,rET UNIT }J[IGHT: --- UATER AODEO AT SIT€ 5 GAL. CYL IITDER I1{FORI,IATIOX ti0. 0F CYLII{DERS: 6 CYLIIIoER SIZE: 6"x l?" TIl,l€ CYtlli0ERS CAST: 8:05 Al,l }IH€RE CAST: on-site CUfi ING IIIFORI,IATIOI{ ll{ITIAL CIIRE: 0n-Si te DATE RECEIVED AT LA8: FTELD ST0RAGE FACfLITIES: Insulated Box 8Y: Jim H. Oavis l'llll/HM AGE OAYS DATE TEsTED TOTAL LOAO (LBs) D I AI.IET ER ( lNcHEs ) AR EA (sQ lil) COMP. sTR. (PSl ) TYPE OF FRACTURE CYL INDER VE]GHT (L8S ) CYL II{OER U]{TT I.'EI6HT (PCFI 7 7 29 29 29 29 7 -13-94 7- 13-94 8-4-94 8-4-94 8-4-94 8-4-94 73,500 75 ,500 oa qn^ 95,000 97,000 91 ,500 5.98 5.98 5.99 6.01 5.98 6.00 28.09 ?8.09 28. l8 28.37 28.09 ?8 .?7 ?620 2690 33?0 33s0 3 450 3240 shear 5hear coI urnnar Snear shea r shear t)ESI6i{ SIREI{GIH 4OOO PSI O 28 DAYS I€STS BY LABORATORY PERSOI{I{EL ARE sottE lt{F0RilATl0l{ I1{ OF ACCORDAT'ICE VITH APPL ICAELE TEST REPORT I,IAY 8g PROVIDED ASTI.I METHODS BY OTHERS UI{LESS OTHERVISE I{OTE[) REI'IARKS: CoPIES: R.A. llel son & Associates, Inc Town of Vai I ; tlestern f'lobi I e; J V A, Inc.; Gwattuney Pratt Schultz Jim H. Davis Bobby J. Hays FTELD ()BSERVER APPROVEO 8Y Ar a nut!.I prot.ctlon to cllants. th. pLbllc cllentt, .nal ruthorl2rtion tor lsbllcltior ot pcndlrg our rrlttan rppiovrl. S.mpl€s urlll bc A me bcr 6f th. !I! gtoup of comP6ni€3 !r.l ours.lv.s, .ll r.ports rrc sutmitlcd ai thc co"ldlantlrl ProF fty of 3tatan€hts. Conclu3lon! or erirrcts tron or ragardlng our r'porti lt rc''rvco dirpoi€d ot aft.r testing ir coalpl€t€d unl..6 'ther irrangemcnts rgr€€d to Form No. cME l13A 6/91 , CHEN-NORTHERN, INC. COIISUTTII{6 EI{GII{EERS AIID SC I EI,ITISTS REPORT OF CONCRETE TEST CYLINDER DATA .,.dt'T't- '"s ouu,*o $ fr"@iqjfur"r'.4 T0: HECltl Enterprises JOB l{0. 4 lI8 93-3 OATE: 7-le-94Attn: fustaquio Cortina P.0. Box 3149 SHEET t 0F ?Vail, C0 81658-3149 PROJECT: Liftside Building, east of Vesthaven 0rive and llestin Hotel , South Frontage Road l{est, Vail, Colo. PLACEI,{ENT IOCATIOT{:Radius t{alls on Twin Tees. BATCH TICKEI IllFORllATl0fl SUPPLTER: Uestern t'tobi le TRT CK 1,r0. 100 TlcKtT N0. 0I383t I, X 0ESIGtt t{0. 44 IIIfE BATCHEOT 9:38 Ali TIIIE ARRIVTD; 10:00 All llf.lE PIACIO: --- CU. YD. L0ADIACCUI,|: 71719+ FIELD TESTING I f{F0Rl,lAT l0l{ SAl,lPL€ IEI{P: ?6 'F AIR TE|{P: 75 "F TIIIE TEST TAKEI{: 10:35 Al,,l SLUHP: 3 l/2 tfl. AIR CONIEI'IT: 4.7X |JET ur'tlT tlElGHT: --- J08 SPECIFICATI0I{S: SLl.lt'lP: tlax. lt'I. AIR C0fiTEttI: 4-8MTER A0DE0 AT SIIE 7 GAL. CYL INDER II{FORIiIATIOII tlO. 0F CYLINDERS: 6 CYLINOER SIZE: 6"x le" TIt'18 CYLII{0ERS CAST: 10:45 Al'l UHERE CAST: 0n-Site CUR I I'IG I I{FORMAT IOI.I llllTIAL CIIRE: 24 hours DATE RECEIVED AI LA8: 0n-Si te FITLD STORAGE FACILITIES: BY: Carol yn Adams lillti/li{Ax ,iUE DAYS DATE TESTED TOTAL LOAD (L8S) DJAMETER ( Il'rcHEs ) AR EA (sQ It{} COMP. STR. (PSr) TYPE OF FRACTURE CY L I I{OER VTI6HT tLBs) cvL liloER UIIiT !'EIGHT (PCF) 7A 284 28A 28A 28A H H 7 -25-94 7-25-94 8- l5-94 8- l5-94 8- 15-94 8- l5-94 ?8,000 103 ,500 I?5,000 1?6.500 qqo 5.98 5.98 ?8.18 27 .41 28.09 ?8.09 2770 3690 4450 4500 conlshear shear con/shear con/spl i t DESIGII SIREI{GTH 4OOO PSI @ 28 DAYS TESTS BY TABORAIORY PERSOIII{EI ARE II{ ACCORDAI{CE VITH APPLICAELE ASTIT I,IETHODS UIILESS OTHERI.'TSE I{OTED SOHE T ITFOR}IATI ON OF TE5T REPORT MAY 8E PROVIDED BY OIHERS REiIARKS: As requested by the client, remaining cylinders were discarded after design strength was attained. COPIES: R.A. llelson & Associates, Inc Iown of Vail; llestern Hobile; J V A, Inc.; Gnattrmey Pratt Schultz Carolyn Adams Bobby J. Hays FTETO OBSERVER APPROVED 8Y Ai . Butsrl prot€ctlon to cllcnt3r th. public cll.ntr, and .uihorlz.tlon for prblication otpcndlng oirr Hrltt.r .ppFoe.l, S.rlPt.i Eill bcln wrlt i rg. A n.hbar of th. HIH g.o{p of comp.nl.s tnd osr.clvat. al I r.po.t6 atrt.nrcrt5. Conc I si loni or di ipo.cd of.ftar tc3ting .r. 3u!.!itt.d !i th. contldt.ntlrl Frop.rty of €rtrrctt from or ragardlng our rlport3 lr F€lcrvadir co|'pl.t.d unlcri oth.r .rr.ngihlntr rt...d to Fo.rn a{o, C}lEll3A 5/9r CHEN-NORTHERN, INC. COIISULTII{G EII6tNEERS AI{D SCITI.ITISTS REPORT OF CONCRETE TEST CYLINDER DATA A3 a |txrtutl protc.tlon to cll.ntrr tha publtc .nd ourt.lv.s. rll i€portc .rG subrit-t'd 's th' cootldl'ntl'l Proprfty of cllantr. and authorlzatton tor pubilcrtlon of Etatamants. concluiion3 or axtr.ct3 lro|n oF rcaardlng our E ports ll r'3'rvGd ililiil'.;;-";ii;in iii,o,.r. iiiiiil',iiir-;.-;iiiiiii'ir crt." i"iii.i le compretcd unl.tr;thcr rrranedn€nts 'sr'cd to ln wrJttng. For No. Cfl€lt3A 5/9tA m.hb.r it th. !!l! group or corc.nl.t T0: HEC Enterprises JoB N0. 4 I78 93-3 DATE: 7-18-94 Attn: Eustaquio Corti na P.o. gox 3149 SHEET 2 oF 2 Vail, C0 81658-3149 PR0JECT: [iftside Butlding, east of l,lesthaven Drive and Uestin Hotel , South Frontage Road Vest, Vail, Colo. PLACEMEI'IT L0CATI0I{: Slab, Southeast Corner, Upper Twin Tee Parking' SATCH IICXET I IIFORI.IAT IOI{ TRUCK N0. 150 TlftE BATCHED: 3 :33 Pl'l TICKET lr0. 013851 1l],lt r'RRM0: 3:50 Pf,t SUPPLIER: !,estern Mobi le HIX oEs IGI{ tio. 44 TIME PLACED: 3;54 Pll-CU. YD. LOAD/ACCUiI: 7ll4l49+ FITLD TESI II{6 I IIFORHAT IOT{. IlttE TEST TAKET{: 4:00 PM JOB SPECIF ICAT IOI{S: SLUI{P: 4 l/2 SLUIIP: l,lax.4 SAHPLE TEI,IP: C0NIENI : 5.8% C0NTENT:4-8i( 78 'F AIR TEl'lP: 65 'F I{ET UIiIT IJE IGHT: VATER AODED AT SIIE O 6AL. AIR AiR I t{. l1{ . CYL II{DER I NFOR}.IAT TOII rl0. 0F CYLII{DERS: 6 CYLlI{DER S|ZE: 6"x 12" TIME CYLINDERS CAST: 4:10 P!'l IJHERE CAST: 0n-Site cuRtt{6 t NF0RIiAT l0r,l INITIAL CURE: ?4 hours OATE RECEIVED AT LAB: 0n-S i te FIELD BY: STORAGE FACILITIES: Carolyn Adams M I N /t'lAX AGE DAYS OATE TE STED TOTAL LOAD (LBS) DI AI.IETER ( I NCHES ) AREA (sQ lN) COMP.sTR. (Psr ) TYPE OF FRACTURE CYL I i{DER I./T I GHT (LBS) CYLINDER UIIIT t/EI6HT (PCF) 7E IE ?88 ?88 ?88 H ?88 H 7-25-94 7 -25-94 8-15-94 8-15-94 8- 15-94 8-15-94 79,500 74,000 118,500 116,000 5.98 5.98 6.02 5.98 28.09 28.09 28.46 ?8.09 2830 40JU 4160 4130 con/shear con/shear con/shear con,/shear DESIGil STREIIGTH 4OOO PSI O 28 DAYS TESTS 8Y TABORATORY PERSOIINEL ARE IX ACCOROAT{CT IIITH APPLICABLE AST1.,I I{ETHOOS UI'ILTSS OTH€RIIIST NOTED SOI.IE INFORI.IATIOI{ OF TEST REPORT MAI BE PROVIDEO BY OTHERS REI,IARKS: As requested by the client, rernaining cylinders were discarded after design strength was attained' COPItS: R.A. l{el son & Associates, Inc.; Town of Vail; Uestern ilobile; J V A, lnc.; Gwattmey Pratt Schultz;Carolyn Adams BobbY J. HaYs FiELD OBSERVTR APPROVED BY t. I REPORT CHEN-NORTHERN, INC. CONSULIII{O ETIGII{EERS AND SCIENTI STS OF CONCRETE TEST CYLINDER DA ,4f..'-lt'\/$ AUG 1ee4q '10: HECt't fnterpfises J08 N0. 4 l/8 93-3 DATE: 7-l'94 Attn: Eustaqui o Cortina P.0. Box 3149 SHEET 1 0F 2Vail, C0 81658-3I49 PRoJECT: Liftside Building, east of l{esthaven orive and lJestjn Hotel , south Frontage Road }Jest, Vail, Colo. PLACEI.IEIiT LOCAT ION :No Locat i on. BATCH TiCKET It{F0Rl,{ATI0tt SUPPLIER: I'lestern Mobile TRUCK NO. IO4 TICKTT NO. OI-334/ MIX DESIGN NO. 44 TIf'lE BATCHED: 6;09 TIME ARRIVEO: 5;30 AM TI}IE PLAC€O: --- CU. Y0. LOA0/ACCUM: 14184 FIELO TESTING II,IFORMAT I ON TII'lE TEST TAKEI'I: --- JOB SPEC] F I CAT I OI{S: SAI'IPLE TEFIP; 70 "F AIR TEI.IP: 63 ,F SLUt'tP: 2 1/2 lN. AIR CONTENI: 3.9% lJtT UNIT \iEI6H't: SLUf.lP: l'1ax.4 ll{. AIR COIITENT: 4-B% I/ATER AD0t0 AT SITE 13 6AL. CYL I IIOER I I{FORI"IAT IO 0. 0F CYLIIIDERS: 6 CYLII{oER SIZE: 6"x l?" TIHE CYLIIIDERS CAST: I/H€RE CAST: on-Site CURIN6 I NFORMAT IOI,I II{ITIAL CURE: 0n-Si te OATE RECEIVEO AT LA8: FIELD STORAGE FACILITIES ; BY: --- H I N/MAX A6E DAYS OATE TESTEO TOTAL LOAO (LBS) DIAMETER ( I NCHES ) AREA (5Q IN) c0f,rP . sTR . (PSt ) TYPE OF FRACTURE CYL I NDER lIE IGHT ( LBs ) CYL iIIDER UNIT lIE IGHT ( PCF) 6A 6A 28A ?84 ?8A ?84 7 -t-94 7-7-94 7 -?9'94 7 -29 -94 7-U 9-94 7 -29-94 l?5,000 1 15,500 143 ,500 I39 ,000 l38 ,500 136.000 q 04 5.98 5.98 6.00 5.98 ?7 .BL 27 .81 28.09 ?8.09 ?s .?7 28.09 4500 4150 5l l0 4930 4900 4840 snear shear shear shear sheat shear D€S I GI{ STRENGTH 4 000 PSI @ 28 DAYS TESTS 8Y LAEORATORY PTRSONNEL ARE IN ACCORDAI{CE UITH APPLICAELE ASTM METHODS UNLESS OTHERI.'ISE NOTEO SOI.IE IITFORI'IATION OF TEST REPORT I'{AY 8E PROVIDED BT OTHERS REMARKS : CoPIE5: R.A. Nelson & Associates, Inc Town of Vaii; I'lestern Mobile; J V A, lnc.; Gwathrney Pratt Schultz Jim fl. 0avis Eobby J. HaYs FIILD OESERVER APPROVEO BY Ar. mrt{rll pr.tectlon to ctf€nta. the psblic and our3elv€3. all r.ports are suhmltted ts th! confidientl.l proFarty o{ ctt€nt3, .nd .uthorizst{on fo. public!tton ot st.tement3, concluiions of extr.ct3 from or regrrding ou. reports 1:-!:3:!u.dp."Oing o,r. riitten approvat. Samples wlll ba disposed of.fter testing is complet.d unl.rs other.rr.ngenents.gr.ed !o n ."'6ii ii trre 1l1 grolp of companies Form No cM€ll3a 6/91 t. t CHEN-NORTHERN, INC. CONSULTIN6 EII6IT{EERS AI{D SCI EIIT I STS REPORT OF CONCRETE TEST CYLINDER DATA AE n |ttutu!l protcctton to cllaat!, thc pqblta anal ours.lvarr rll t"aports ar€ 3!bmfttad a3 tha confldiantl!l pt-opcrty of clt.ntt. .nd authortz.rton to. p"tif.ilf'on of st.t.mcntr. _ Conctrsioni or exti.cte tron or rtg.t'dlng our rcpo.tt l:-I:t:l"to ;;i;;';;-*;iii;; ;;;;;;"i:' Si.piii-ii be di!pos.d o{ aft.r tcrtlne is compl.t.d rnl.33 oth.r.rr.ne€dent' .gr'Gd to i';il;;-:i th! !l!! st'olp of co prnr.t rorl|' tro' cHEltta 6/sl T0: t{ECltl Enterprises J08 N0. 4 178 93-3 DATE: 7-I-94 Attn: Eustaquio Cort i na P.0. 8ox 3149 SHIET 2 0F 2 vail, C0 81658-3149 PRgJECT: Liftside Buildinq, east of Vesthaven Orive and lJestin Hotel , South Frontage Road llest, Vail, Colo. PLACE}IENT LOCAT IOI{:t{o Locat i on. EATCH TICKET IllFORl'lATIOl{ SUPPLIER: Vestern Mobile TRUCK N0. 119 TICKET i'10. 0I-3355 Mlx otslGtl l{0' 44 TtllE EATCH€o: 7:14 TtllE ARRIVED: TIME PLACED: 7:?9 CU.Y0.L0A0/,4CCUM: 55/84 FIILD TTSTIN6 I NFORI{AT IOII IIME TEST TAKEN: --- JOB SPEC I Fi CAI I OI{S: SAI'IPLE TE}IP: 69 "F AIR TEI.IP: 65.F SLUHP: 5 i/4 II.I. AIR COI{TENT: 5.32 VET UNIT UEIGHT: SLUHP: Max.4 lfl. AIR COiITENT: 4-8% VATER AoDED AT SITE -- GAL. CYLTNOER ITIFORMAI IOTI NO. OF CYLINOTRS: 6 CYLII{DER SIZE: 6"X 12" TIME CYLII{OERS CAST: UHERE CAST: ON-SitC cuR l16 Ir,{FoRMAT lot'l INITIAL CURt: 0n-S i te 0ATE RECEIVED AT LAB: --- FIELD STORAGE FACIL ITITS : BY: --- t't I l'llMAX AGE OAYS OATE TE STE D TOTAL LOAO (LBS) OIAHETER (rNCHES) AREA (sQ Ill) COMP. SIR . (Psr ) TYPE OF FRACTURE CYI I NDIR I.IE I6HT (tBs) CYL I IIOER UI{IT VEIGHT (PcF) b6 68 288 288 288 288 7 -l-94 J -2e-e4 7 -29-94 7 -29-94 7 -29-94 lou ,500 95 ,500 1 18,000 112,000 115,000 117.500 6. t0 6.00 ( qA <oa 5.97 ?9 .?Z 28.27 28.09 28.09 28.09 27 .99 3 510 3380 4 200 399 0 4090 4200 shear shear shear snear shear shear OESIG STREI{GTH. 4OOO PSI O 28 OAYS TESTS 8Y LABORATORY PERSO}II{EL ARE It{ ACCOROANCE 9ITH APPLICABLE ASTI'I I'IETHODs UNLES5 OTHERUISE IIOTED SOME INFORI,IATION OF TTST REPORT IIAY BE PROVIOED BY OTHERS REI4ARKS: CoPIES: R.A. Helson & Associates, Inc.; Iown of Vail; Vestern llobile; J V A, Inc.; Gwathmey Pratt Schultz;Jim H. oavis Bobby J. Hays FITLD OESERVER APPROVEO BY CHEN.NORTHERN, INC. coltsutT t 6 Efr6IttEERs AID sctEt{TlsTs REPORT OF CONCRETE TEST CYLINDER DATA T0: l.lECH Enterprises J08 ll0. 4 178 93-3 oATE: l'20-94 Attn: Eustaouio Corti nap.0. Box 3149 SHEET I 0F IVail, C0 81658-3149 PR0JECT: Liftside Building, east of Uesthaven Drive and Vestin Hotel , South Frontage Road llest, Vail, Colo. PLACET,IENT LOCATIOI{:South Side of Liftsrde Condos. SATCH TICKET IIIFORMAIIOI{ TRUCK l{0. 189 Tll,lE BATCHE0: 7: 13 AM TICKET rio. 1361 TIl.lE ARRIVE0: 7:45 Al,l SUPPLIER: western l'1obi I e |,llx DEslGtl fi0. 44 t TII4E PLACED: 8:05 AM-CU. YD. LOAD/ACCUH: 4l4l?l FIELO TESTII{G II{FORIIATION SAIIIPLE TEfiP: 69 .F AIR TEIIP: 57 "F TIME TEST TAKET{: 8:15 Al,l SLUMP: 4ll4 ll{. AIR COt'lTtNT: 5.6% UET Utlll I,IEIGHT: JOB SPECIFICATI0IS: SLUl.lP: i{ax.4 l . AIR C0NTE|,{T: 4-8% IIAT€R A00E0 AT SITE 3 GAL. CYLII'IDER I FOR}IAT IOI{ N0. 0F CYLIi|0ERS: 6 CYLI|{BIR SltE: 6"x l?" TIUE C'fLittDERS CAST: 8:30 Al'l IIHERE CAST: 0n-Slte CUR I I,{6 I I{FORMAT IOiI Ii{ITIAL CURE: 24 hours 0n-Site 0AT€ RECEIVED AT LAB: 7'21-94 FfELD SI0RAGE FACILITIES: lnsulated Cure Box 8Y: Ousty Oowd MII{,/MAX A6E OAYS DATE TESTED TOTAL LOAO (LBS ) DIAI"IETER ( I NCHES) AREA (sq Ifi) COMP. STR. (PSr ) TYPE OF FRACTURE CYLINDER I'E I6HT {L8s) CYtl DER UI{IT VEIGHT (PcF ) I I z8 za 56 l-?6-94 7 -28-94 8-17-94 8- t7-94 9- l4 -94 9- 14-94 76,000 63,000 100 ,000 105,000 6.02 5.98 s.98 5.98 28 .46 28.09 ?8.09 28.09 ?67 0 ?240 3560 37 4A con/shear con/shear DESIGI{ STREIIGTH 4OOO PSI E ?8 OAYS TESTS 8Y LABORATOR'' PERSOIITIEL ARE iI{ ACCORDANCI UITH APPL]CAELE ASTil }'IETHODS UIILESS OTHERI./]sE OTED sOME I i'IFORI.IAT I OII OF TEST REPORT I,iAY 8T PROVIDEO 8Y OTHERS REHARKS: COPIES: R.A. f'lelson & Associates, Inc.; Town of Vail; llestern Mobi le; J V A, inc.; Gwatfmey Pratt Schultz;Dusty Oowd Bobby J. HaYs FIELD OBSERVER APPROVED BY Ai a nutu.l orotectlon to cll€nt3, the publlc rad oursalves. !ll r"€porti cllent3. lnd aollrorization for public6tion of st.tsnfnt3. Concluiiona or p€nding our Fr{tt.n .pFrov.l. Sampl€s {lll bG disposed of .ttor !.stfng ln wri t i ng. A nltrbor ot thc !J! grouP of comPanies arc srhmltt.d aE th! confldlatrtl5t ProP.rty ot €rtractr from oi .aqlfdlng ouf rcpoft3 t3 rc..rvcd Ir completed unl€ss other arrangamcnti tgrccal to Forl|| o. CllEll3A 6/91 CHEN.NORTHERN, INC. COI,ISULT I NG EIIGIIIEERS AIID SCIEIITISTS REPORT OF CONSTRUCTION ACTIVITIES A5 ! rutu.l Frot.ctton to cllenti, tha prbllc .nd ours€lves, .lt report3 are cuboltted !5 thc contid.ntl.l i"tr,"riiiti"h tor poblic.rton of rt.tsD.irt. Concluslo|ls or ertrrcts trom or r.g!.ding our rcports is t".:.rvcd ii.pi." "ttt bc dispo3€d of aft.r t.rtlng i3 cooplct.d unl.ss oth€r.rr.69!ment3.re lsrc.d to io wrltin9. A m€hber ot tha !l! group of compani.s + s[F 1994 f,,ffii;io binc,inESE property of o{r-r cll.ntr' .nd o.ndinq our wrrlt€n rpprov. I T0: KEC|I EnterDrises J08 N0. 4 178 93-3 0ATE: 7-29'94 Attn: Eustaouio Cortina P.0. 8ox 3149Vail, C0 81658-3149 DAILY REPORT ll0. 88 SHEET I 0F I PR0JECT: Liftside Euilding east of llesthaven orive and lJestin Hotel , South Frontage Road Uest, Vail, Col orado. VEATHER C0NDITI0I{S Al{D TEI,IPERATURE: Partly Cloudy - 59 degrees F. CONIRACTOR'S CONSTRUCTIOII ACTIVTTIES PERSONt.IEt: , MAJoR EQUIPMETIT: Concrete Pump Truck ACTIVITIES: Placlng concrete in various places. CHEI.I -IIOR THTRN 'S SITE ACTIVITIES lJe arrived to the jobsite as requested to test concrete to be placed, including slump, air and temperature tests. lle also cast one set of six cylinders for compressive break strengths. VEREAL COMI'IU}IICATIOI'I !'ITH COI|TRACTOR, ENGINEER, ARCHITECT, OI,,NER Jeff with R. A. Nelson & Associates was informed of the field test results. COP I ES: J V A, R-A. Nelson & Associates, Inc.; Inc.; Gwattmey Pratt Schultz;Town of Vai l Jirn H. Davi s FIELD OESERVER CHEN-NORTHERN, INC. COIISULTI}IG EIIGIHEERS AIID SCIEIITISTS REPORT OF CONCRETE TEST CYLINDER DATA A3 a ||lutu!l Fot.ctlon to cll.nts, th. publlc.nd our.elv.5, al'l r.ports.r. suttnltt.d rr the confldlantlal Pr.Pcrty of cltcnts. .nit;uthortzrttor for. Dubltc.tlon of rt.r..rEnt3. conclu3lon3 or .xtr.cts fro or r.Errding our r.Port3 l3 r.servcd p€nding o'rr Brltt.n.ppFov.l. Srmp).r wtll b. dl3poJ.d of rttcr tcrtlng ls cofipl.t.d unl.t! oth.r .rr.ng.hentt .grceo Eo In wrltlag. A r;ui;-;i thr !!! g'oup of comprntcs Form No. CliEll3A 5rl9l T0: HECII Enterpri ses JoB l{0. 4 UB 93-3 DATE: 7-29-94Attn: Eustaqulo Corti na P.0. Box 3149 SHETT I 0F 1Vall, C0 81658-3149 PR0JECT: Liftslde Euilding, east of llesthaven Drive and yestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEI.IEIIT LOCATIOTI :tlul tl pl e locations on Jobsite. BATCH TICKEI I1{F0RHATI0|{ SUPPLIER: Uestern f'lobi I e TRUCK ll0. 161 TICK€T t{0. 13937 lllx DEsIGll ll0. 14 III'fE BATCHED: 7:08 Al'l TIIIE ARRIVED: 7:35 All TIl,lE PLACE0: 7:40 Atl-CU. YD. L0AD/ACCUI'I: 7/7/r4 FIELD TESTIIIG II{FORI.IATIOII SAI,IPLE TE}IP: 7? OF ATR TE}IP: 59 "F TlllE TfST TAKEI{: 7:45 Alil SLllllP: 2 3/4 IN. AIR COtlTEllT: 6.51 UET U}IIT UEIGHT: 140.3 J08 SPECI FICATI0I{S: SLUIIP: llax.4 tl{. AIR 0ONTEI|T: 4-81 VATER ADOED AT SITE 13 6AL. CYtIilDER TilFORI,IATI(lII l{0. 0F CYLIIIDERS: 6 CYLIIIOER SIZE: 6"x 12" tlf'lE CYLIT{DERS CAST: 8:00 All IIHERE CAST: On-Site CUR I 116 I I{FORI'IATIOI{ INITIAL CURE: ?4 hours 0n-site FIEL0 SToRAGE FACILITIES: Insul ated Box 0ATE RECEIVED AT LAB: 7-30-94 BY: Jim H. Oavls lll lllllAx A6E DAYS DATE TESI6O TOTA! IOAD (LBS) DIA},IET TR ( II{CHES ) AREA (sQ lfl) cotrP. sTR. (PSr) TYPT OF FRACTURE CYLIIIDER UEIGHT (LBS) CYLII{DER UNIT }TEi6HT ( PCF) 7 7 z8 28 56 56 8-5-94 8-5-94 8-26-94 8-?6-94 9-23-94 9-?3-94 t1?,000 115,000 6 .00 6.00 ?s.27 JIOV 4070 OESI6N STREIIGTH 4OOO PSI @ 28 DAYS TESTS BY LABORATORY PERSOI|{NEL ARE III ACCORDAI{CE !'ITH APPLICAELE ASTI.I METHODS UI{LESS OTHERII|ISE TIOTED SOI4E IIIFORI.IAT I OII OF TEST REPORT I.IAY BE PROVIDED 8Y OTHERS RTiIARKS: COPIES: R.A. t{el son & Associates, Inc Town of Vai I ; Uestern Hobi i e; J V A, Inc.; Gwathney Pratt Schul tz Jim H. Davis Eobby J. Hays FIELD OBSERVER APPROVED 8Y CHEN.NORTHERN, INC. coflsulTIil6 EllclflEERs Aflo sctEilTlsTs REPORT OF CONCRETE CORE TESTIN As a tnutual pro!.ct'ion to cli!nt3, th. plblfc rnd our3.lv.r' .ll rtPorts cllGnti, .td.utho.lE.tlon for publlc.tlo. of strt.o€nti- Conclrslonr ot- p.ndl6g our s.|"ltteo tpgr'ov.l. SrhFl?. sill b! dlspo3cd of.ft€r tcttlng .t.. .rrttnlttcd .3 th. cottf{d.ntlrl ProF.rty of lrtFratt tlom or rcg.rdlng o|lr rcPor^tri it rt3'Fveo lE conrolatcd lnlats atltar .frlngamant5 'Er"o lo' A h.ltb.r of th. AM group or comprnr's' f- ttt tnno fr. *ffiw? S"{si'ra'5S T0: ilECl,l Enterprises JoB t{0. 4 178 93-3 DATE: 7-5-9{Attn: Eustaquio Croti na P.0, 8ox 3149 SH€CT I 0F IVall, C0 81658-3149 PR0JECT: llftside Building East of Uesthaven Orive and l'lestin |lotel , South Frontage Road |lest, Vail, C0, C0RE SAI'IPLE LOCAI l0t{ I l{F0Rl,lAT l0tl: Sarpl es taken between P4 and P5, Approxirnately 8' tlorth of L Line Lfall on Ramo. CORE PROPERTIES AI{t) CURTI{G IIIFORI'IATIOII 46€ VHEI C0RE0 TESTE0 C0[0lTlo$I[G tlot Rs AG6RT6ATE SIZT EIID PREPARATIOI{ AIR DRY OAYS RE I IIFORCEI{EIIT IIOTED TEITPERATRE CORE COI,IPRESSIVE STRETIGTH II{FORTIAT I OII coRE ftulrEER OATE TESTEO coRE (ilr) CORE AREA (Sq IN)I coRE LEflGrH ( Iil) CORE LEIIGTH CAPPEO (III) COR€ LEI{GTH/OIA}IETER RAT IO CORRTCTIOI{ FACTOR CORE IIEIOHT coRE ulrlT r{EIGhr (PcF) ttAxlltt f.t t0A0 coRE cottPREsslvE STR$GrH (PsI ) RATE OF LOADING (PS I /sEC) TYPE OF FRACTUR€ I 8-30-94 I .83 x 2.44 .4.47 4.03 1.89/l .99 r7 ,600 3900 150/sec 2 8-30-94 1.8? x 2.39 4.35 3.90 r.83lI .99 17 ,500 3980 150 / sec 3 8-30-94 2.03 x 2 .37 4.81 3.85 I .60/l l7 ,100 3450 150/sec 1 8-30-94 2.17 x 1.89 4.10 3.90 1.90/1 I .00 l6,200 ?qEn 150/sec STAIISTICAL At{AtYS I S SPECIFIED STR€IIGTH 851 SPECIFIEO STREI{GTH AVERAGE STREIIGTI| T SPTCIFITD STREIIGTH 751 SPECIFIED STREI{GTh LINESI STREIIGTH T SPEC1FIED SIREIIGTH PR0GRISS REP0RT: Secause cores weie too thin to break according to ASTII standards, they wefe trinr|ed rnto a rectangular shape, capped and then broken. COPIES: R.A. llel son & Associates, Inc.; Uestern llobitei J.V.A., Inc. Town of Vail Gwatlmev Pratt Schul tz: Bobby J. Hays FIELD O8SERVER APPROVED 8Y i'.*o CHEN.NORTHERN, INC. COI{SULTII{G EI{GIIIEERS ATID SCIETTISTS REPORT OF CONCRETE TEST CYLINDER DATA A! ! mtrtu.l prot.ctton to cli.nt3, th. publlc rnd oursolvcr. !ll r.port3 lr. subnlt-tcd 13 th. confldlantlcl groP't"ty of cll!|rts'.ndauthor{zstionfofPqbllcltio'lofstatem€nt'..conclq.lon!orlrtr|ctsfromorr.g|rdlngourrcPofts!:I!":Iu.d;;;;i;;'";;-r;iai.n ipprovat. Siiiiii'*iir-r" iispo:ed or !{r.r'tcrtlns li complctcd snier3 oth.F aFrrrg.'Entt ltrccd to i"d#;;"Bi tne !g! sroup of corprnl€s Form o' cf,iEll3A 6/el /S qvP reer e e.,"ffihg T",% (&;n,*4 T0: llECf,l Enterprl ses JoB l{0. 4 178 93-3 oATt: 7-8-94 Attn: Eustaquio Corti na P.0, 8ox 3149 SHEET I 0F 3 Vai l, C0 81658-3149 PR0JECT: Liftslde Building, east of llesthaven orlve and Vestin Hotel , South Frontag€ Road lrest, Vall, Colo. PLACEHEI{T LOCATIOII:Large'Deck on l{orth Side of Job. BATCH TICKET lllF0Rl,lATI0H SUPPLIER: l,festern llobi le TRUCK r{0. 158 TICKET ll0. 1323 lllx oEsIGll ll0. 44 TIl,lE BATCHED: 6:42 Af,l Tll{E ARRIVEO: 7:01 A}l TIltlE PIACED: 7:05 All-CU. YD. L0AD/ACCl,,ll: 7135 F]ELD TESTTIIG II{FORI,IATTOI{ SA}IPLE TE}IP: 67 T AIR TE}IP: 65 'F TI}IE TEST TAKEI{: ?:10 Atl SLUttP: 5 1/2 It{. AIR C0l{TEl{T: 6.11 tlET Ut{lT IIEIGHT: --- JOB SPICIFICATI0I,IS: SLU]iP: Hax.4 I[. AIR C0 TE]IT: 4-8X IIATER AODED AT SITE 6 GAL. CYLII{OER IIIFORI.IATIOII 0. 0F CYLINDERS: 6 CYLI|.IDER SIZE: 6"x l?" TIl'lE CYLII{DERS CAST: 7:20 Afi VIIERE CAST: on-site ctRIt{6 Il{FoRilATIoll II{ITIAL CIRE: on-Site FIEL0 ST0RAGE FACILITIES: Insulated 8ox DATE RECEiVED AT LAB: 7-ll-94 BY: Jim H. oavis llIN/llAX ACE DAYS t)ATE TESTED TOTAT LOAD ( LBS) DIAIIETER ( Il{cHES) AREA (sQ rr{) cotitP. sTR. {PSr ) TYPE OF FRACTURE CYLII{tlER T'EI6HT (LBs l CYLITIDER UIIIT \IEIGHT (PCF) 7A 7A 3tA 3lA 564 56A H n 7- 15-94 7-15-94 8-8-94 8-8-94 9-2-54 9-2-94 79,500 83 , 000 108, 500 106 ,500 t?z ,500 129.000 5.98 5.97 6.00 6.00 5.99 5.99 ?8.09 ?7 .99 28.27 ?a .?7 28. l8 ?8.18 2830 297 A 3840 3770 4350 4580 shear shear shear snear DTSIGI{ STRENGTH 4OOO PSI g 28 DAYS TESTS 8Y LABORATORY PERSOI{IIEL ARE II{ ACCOROAIICE UITH APPTICAELE ASTI.I I'IETHODS UI{LESS OTHERUISE I{OTED SOME II{FORI.IATIO]I OF TEST REPORT i.IAY 8E PROVIDEO 8Y OTHERS REI.IARKS: COPIES: R.A. l{elson & Associates, Inc Town of Vail; tfestern l'lobile; J V A, Inc.; Gr,vathmey Pratt Schultz Jln H. Davis Bobby J. tlaYs FIELO OESERVER APPROVEO 8Y I .I: CHEN-NORTHERN, INC. COIISIJLTII{6 EIIGIIIEERS AIID SCIEIITISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: l'lECl,l Enterpri ses J08 ll0. 4 178 93-3 0ATE: 7-8-94 Attn: Eustaquio Cortina P.0. 8ox 3149 SHEET ? 0F 3 Vail, C0 8t658-3149 PR0JECI: Liftside Euilding, east of Uesthaven ori\re and l{estl n Hotel , South Frontage Road lJest, Vail, Colo. PLACEME}IT LOCATIO}I:Large 0eck on llorth Side of Job, BATCH TICKET IXFORI'IATIOI{ TRUCK fto. 189 TII'IE BATCHED: 7:0!) Al{ TICKET flo. t323 TlllE ARRIIED: 7:31 Ail SUPPLIER: Uestern llobl I e trtlx 0Esl6ll l{0. 44 TIIfE PLACED: 7:41 Ail-CU. YD. LOAD/ACCUM: 7163 FIELD TEsTIIIG I'IFOR}IATIOII TIltlE TEST TAKEII: 7:50 All JO8 S9ECIF ICATIOIIS: SLUHP: s 3/4 llt. SLtll{P: l.lax.4 Il{. SAiIPLE TEI{P: AIR C0t{TEt{T: 6.21 AIR cOltTEt{T: 4-8I 6S 'F AIR TEI{P: 68 'F IJET UI{IT IJEIGHT: VATER ADDED AT S]IE 5 GAL. CYLII{DER II{FORI,IATIOI{ t{0. 0F CYLT DERS: 6 CYtIltDtR SIZE: 6"x le' TIHE CYLII{DERS CAST: 7:55 All }IHERE CAST: on-Site CUR II{G IT{FORI.IATIOT IIIITIAL CURE: on-Site FIETD SToRAGE FACILITIES: Insulated Box DAIE RECEIVE0 AT LA8: 7-11-94 8Y: Jim H. oavis llllul'|ru( 46E DAI S OATE TESTED TOTAL LOAD (rBs ) DIAI,IETER ( fi{cHES ) AREA (sQ It{) c0tlP . srR. (PSI) TYPE OF FRACTURE CYLIIIBER IJEIGHT (LBs) CYLIiIDER UIIIT I.'EI CHT (PcF) 7A 7B 3tB 318 568 H 568 H 7-t5-94 7- l5-94 8-8-94 8-8-94 9-2-94 9-2-94 90,000 87,500 r?t ,000 l?1,500 t27 ,500 l3?,500 5.98 5.91 6. 00 6.00 5.99 5.98 28.09 27.99 2a.27 28.27 28.18 ?8.09 3200 313 0 4280 4300 4520 472A con/shear conlshear con/spli t DESICI{ STREIIGTH 4OOO PsI O 28 DAYS TESTS BY LABORATORY PERSOI{I{EL ARE II{ ACCORDAI{CE }'IIH APPLICAELE AST}I I'IETHODS UIILESS OTHERVTSE I{OTED SOI,{E IIIFORTIATIOII (|F TEST RSPORT }IAY 8E PROVIDEO BY OTHERS REMARKS: As requested by the client, rgtlalning eylinders were discarded after design strength |ras attained. CoPIES: R.A. l{elson & Associates, lnc.; Tovn of Vail: llestern llobile; J v A, Ins.; Guathmey Pratt Schultz;Jim H, Davls Bobby J. HaYs FIELD OBSERVER APPROVED BY As r mutual pfotrctton to cIl.nt*, tnc psbllc.nd our3elv.r, rll r.Fort3 rrc subnltted qa th. confldlcntl!l pt'Dp'l'ty of cltant3l r.rd ;uthorl rtt I on for publlcatioh of 3tntdncnts, concluslon3 or cxtracts ftD|n or i.grrdlng ouf r'pDft3 1: l9tllv"c il;;;;'";;*;iii;; ;;;;;;.i.' Siaeiri "itt be drrForcd of !ltcr tastlnE l3 comFlGt€d unIest other !rrlnscm'nt3 rsrced to ln rrltlnc.A";;d;;'li thr !!ll grou! of conP.nl.3 Fonn No' CME113A 6/91 CHEN.NORTHEHN, INC. c0r{surTlilG EficilrEERs AltD scIElrTIsTs REPORT OF CONCRETE TEST CYLINDER DATA Ar. fiuturl protectlon to cllcntir th. publlc.nd auri.lv..t .ll r.port3 .r'e srtilnltted r$ tha confldi€ntl.l property of cl{cntrt .nd .othor-lzrtlo. for publlc.tlon ol rtrtanenti. Concluslon! or c,.tr.cts frofi or rlErrdlng otrr r.pot^tE ls rcs.rved p€ndlng our r,ritten 6pprov.l. s.mFl.3 wJIl be dl.Fos€d of.ft.r tcstlng l5 cornplctcd |lnlGss othcr.rrang'lsncnts ngr.ad to ift wri tl nd. A ncmblr ;f th. !I! group of conprnlci For|n ||o' CME,'rJA 6/e1 T0: l,lECll Enterprises JoS lto. 4 178 93-3 oATE: 7-8-94Attni Eustaquio Corti ru P.0. Box 3149 SHEET 3 0F 3VaiI, C0 81658-3149 PR0JECT: Liftside Building, east of tlesthaven Drive and Yestin flotel , South Frontage Road Uest, Vail, Colo. PLACEI'IEIIT LOCAT IOI{ :Large oeck od florth Side of Job. EATCH IICKET IllFORllATIOl{ SUPPLIER: llestern llobile TRUCK r{0. 150 TICKET lr0. t3?4 ilIX DESIGT{ l{0. 44 TIIfE BATCHED: 8:34 Al,l TlllE ARRIVEO: 8:55 Alt TIXE PLACEO: 9:05 Al,l-CU. Y0, L0ADIACCUII: 7ll12lf63 FIELD TESTII{G IilFORl'lATtOtl SA|iPLE TEI.IP: 58 "F AJR IEIIP: 69 "F TIIIE TEST TAKET{: 9:10 Ali S[UltP: 4 3/4 I}{ AIR C0ltTEttT, 5.6r( IEI U]llT tfEIGflT: JOB SPEC IFICATIOi{S: SLUl.lP: }lax.4 lll. AIR C0l{TEl{T: 4-8X UATER ADDED AT SIIE 5 GAL. CYL IIIDIR IIIFORiIATIOII l{0. 0F CYLIiIDERS: 6 CYII]{DER SIZE: 6"x 12" TIilE CYLII{0ERS CAST: 9:20 All IIHERE CAST: On-Site cwll{0 Il{FoRtrtATI0l{ Il,lITIAt CURE: 0n-Site FIELO STORAGE FACILITIES: DATE RECEMD AT LA8: 7-11-94 BY: Jim H. 0avis llll{/ilAx AGE t)AYs DATE TTSTED TOTAI IOAD (L8S) DIAHETER ( mcHEs ) AREA (sQ lil) coilP . sTR. (Psr ) TYPE OF FRACTURE CYL IIIDER UEIGHT (LBS) CYL II{OER UI{IT !'EIGHT (PCF) 7C tla 3lc 56C 56C H u 7-15-94 7 -t5-94 8-8-94 8-8-94 9-2-94 9-Z-94 89,000 90,000 120,000 118,500 140,500 132,000 6. 00 5.99 6.00 6.00 qoa 5.98 28.27 28. l8 28.?7 28.27 28.09 28.09 3150 3190 4245 419 0 5000 4880 shear shear DES16l{ STREIIGTH 4000 Psr 0 28 DAYS TE5T5 8Y LAEORATORY PERSOIIITEL ARE 1I{ ACCOROAHCE $ITH APPLICABLE ASTM HETHODS UIILESS OTHERUI5E IIOTED SOI.IE iIIFONilATIOI{ OF TEST RIPORT IIAY BE PROVIDED BY OTHERS REMARKS: As requested by the client, nsBining cyl inders were discarded after design strength was attai ned. C0FIES: R.A. f{elson & Assrciates, Inc Town of Vail; Uestern l{obile; J V A, Inc.; Gvatlmey Pratt Schultz Jim H. Davis Eobby J. Hays FIELD OBSERVER APPROVED BY CHEN.NORTHERN, INC. c0ilsutTlltc Efi6IltEERs AilD SCIExTISTS REPORT OF CONCRETE TEST CYLINDER DA S'rrJnno I -i)a,sffi'"$%iru'eo*t T0: t'fECl{ Enter?rises JoB tto. 4 l7g g3-3 oAIE: 9-8-94Attn: Eustaquio Co.tlnt P.0. Box 3149 SHEET I 0F IVail, C0 81558-3149 PR0JECT: Liftstde 8uilding, east of Uesthaven Drlve and Uestin Hotel , South Frontage Road tJest, Vail, Colo. PLACET{EIIT LOCAT IOII :Pad for Pool Stai rcase. BATCH TICKET Il{F0Rl{ATI0ll SUPPLIER: llestern llobile TRT CK H0. 100 TK IICKTI I0. 1509 l,tlx DESlGfl 1{0. 44 TIIfE BATCHEO: 12:44 Pl{ TIl,lE ARRIVED: 1:30 Pll TII{E PLAGED: 1:45 Ptt-CU. YD. L0AO/ACCUH: 7t3O FIELD TE5III{G TI{FORIIATIOI{ TlllE TEST TAKEII: 2:00 Pll JOB SPEC IFICATIOilS: SLUI,IP: 3 SLUIIP: l.lax.4 IN. I]t. SAI.IPLE TEI.IP: AIR C0I{TE T: 5.31 AIR C0l{TEllT: 4-8I 75 "F AIR TEI{P: 80 T l{ET U IT UEI6HT: 141.3 YATER AOI)EO AT STTE O GAL. CYLIT{DER I}IFORI'IATIOII t{0. 0F CYLIT{DERS: 6 CYLII{DER SIZE: 6"x le" TltlE CYLII{DERS CAST: 2:15 Pl,l UHERE CAST: 0n-Slte CmIIG IllFoRllATIotl Il{ITIAL CIRE: 0n-51te DATE RECEMO AT LA8: --- FIELD ST0RAGE FACITITIES: Insulated Cure Box 8Y: Ken LaCroix lllft/tlAx A6E 0Ats OATE TTSTED TOTAL LOAD (r8s) DI AI,IETER ( I l{cHES ) AREA (s0 txl cot{P. sTR. (PSr ) IYPE OF FRACTURE CYLINOER rrft6Hr (L85) CYLIl{OER UI{IT l'lEI6HI (PCF) 7 28 28 2AH a8H 9-15-94 9- 15-94 10-6-94 10-6-94 l0-6-94 10-6-94 106,500 110,000 5.99 5.99 28.18 ?8.18 3780 3900 shear shear OESIGII STREIIGTH 4OOO PSI O E8 DAYS TESTS 8Y LABORATORY PER5OIII{EL ARE I1{ ACCORDAiICE UITH APPTICAELE ASI}I I,IETHODS UilLESS OTHERVISE fi(lIED SOI.IE IIIFORI'IATTOII OF TEST REPORI IIAY 8T PftOVIDEO 8Y OTHERS RE].IARKS : C0PIES: R.A. ilel son & Associates, Inc Toryn of Vail; llesiern llobilet J V A, Inc.; Guathey Pratt Schul tz Ken LaCroix Bobby J, Hays FIELD OBSERVER APPROVEO BY Ai . nutral Frotactlon to cllcnt3r tha pqbllc cllroiB, aftd {qttor.ltatlgn for p..bllcatlon ofpcndlng orr wrlttan rpprov.l. Sdnpl.a Hlll brItr {rlt lnt, A nrmbar of th. !!! group ot con|prnlc6 rnd ours.lv.!, rll rrport3 .r. .ubirltt.d nt thc conlldlantl.l propGrty of rtttamattt. Corclr'r3iona or .rtF!ct3 f|.om or ragrFdlrt olr r.aFart3 l3 Fat.rv€{ dlspotad of att.r tcrtlhg lr campl.tcd unlc63 other .rrrnglr|n nts.gr.id to Fom fio. o{€l t3A 5/91 o CHEN-NORTHERN, INC. coltsutT lc EllGIl{€ERS At{D SCIEI{TISTS REpoRT oF coNcRETE TEsr cyuiruorn DATA Ar . mutu.l pr.otactton to clttnti, thc publlc lnd olr3alvr, rll r.portr lrc rubmltted .. th. con{ldl.ntr'l F op:rty:1----r cliants. lnd.otioFlzatton foi psbilc.tlon df rtrtdrantt. Corcll,r{oni ot" cxtrictt f$o|n or t'tgr.dlno our rcgottt lt r'l'rveo ;:il;;;';;-*;iitii, iii""Jrr. Si.pi.i-iiir-i. Jiip6i"a-"r "rt.r-[iiii"g'ri ii'"piit.a s',rcsr iv'cr ;'r.no.n nt8 'efc'o to i',iilll"3; th. !!! e.oup or €o.,p.n.rei Forn .ro. cMElr3A 6/er T0: l{ECt{ Enterprises JOB ll0. 4 178 93-3 DATE: 8-17-94 Attn: tustaquio Corti na P.o. 8ox 3l{9 SHEEI t oF r VatI, C0 81658-3149 PRoJECT: Liftside Building, east of tJesthaven orlve and llesti n Hotel , South Frontage Road llest, Vail, CoIo. PIACEI,I€IIT LOCAIIOII:C Shaft/Tover Stal rs. BATCH TICKTT I IIFORI,IAT I OI{ TRUCK ilo. 102 IIIIE BATCHED: 2:5? Pll rICKET tlo. l'153 TII{E ARRIV€0: 3:05 Pll SUPPLIER: Uestern l{obi Ie HIX oES I6t{ flo. 44 TIHE PLACE0: 3:20 Pl,l-CU. Y0. LOAD/ACCUI4: 717128 FIETO TEST1116 II{FORT.ATIO}I TIIIE TESI TAKET{: 3:25 Pl{ JO8 SPECIFICAIIOI.IS: SLUl,tP: 4 lll. SLWP: llax.4 I l{. SAI'IPLE TEHP: AIR C0t{TEllT: 5.6X AIR C0lllEl'll; 4-81 8I 'F AIR TEI{P: 85 .F tlET Ul{lT IEIGHT: 135.7 I,ATER ADOED AT SITE ?Z GAL, CYLII{DER I!IFORI,IAT IOH 0. 0F CYLII{DERS: 6 CYLI]{0ER SIZE: 6"x lZ" TIIG CYLII{oERS CAST: 3:40 PH IIHERE CAST: on-site cuRIftG lIIF0RHATl0t{ IIIITIAL CURE: 0n-Si te OATE RECI M0 AT LA8: --- FIELD STORAGE FACILlTIES: INSUIAtEd CUTE EOX 8Y: Jlrn H. oavi s lllll/l{.qx A6E DAYS OATE TESTEO TOTAT LOAD (LBs ) D IA}IETER ( Ir{cHES} AREA (sQ Ir{) col,rP. sTR. (PSr) TYPE OF FRACTffiE CYt II{OER !,TIGHT (L8S) CYTIIIOER uiltT lfEIGHT (PcF) 7 7 33 JJ 33 8-24-94 8-?4-94 g-19-94 9- 19 -94 9- 19-94 9- l9-94 67,000 59,000 r24,000 lz0,000 124,500 121.500 6. 00 5.97 5.99 5.99 5.99 6.00 28.?7 ?f .99 ?8. l8 e8.18 ?8.18 28.27 2370 2l 10 4400 4260 4420 4300 snear shea r shear shear D€SI6I{ STREIIGTH 4()OO PSI O 28 DAYS TEsTS 8Y LAEORAIORY PERSOI{I{TL ARE II{ ACCOROAI{CE I'ITH APPLICABLE ASTI4 HTTHODS UI{LEsS OTHERVISE I{OTEO, SOI,IE I IIFORI.IAT I OI{ OF TE5T REPffiT TIAY BE PROVIDED BY OTHERS REI.IARKS COPIES: R.A- l{elson & Associates, Inc.; Town of Vail; Yestern ll,obile; J V A, lnc.; Gwathney Pratt Schu'ltz;Jim H. Davis Bobby J. HaYs FITLD O8sERV[R APPROVED BY As . mntu.l prot.ctlon to cllrnt*r tlia ptrbllc cllcnta. rnd luthoil:rtiot to'. ptrbllcatlon ofprodlng our lrnltt.n lPprov.l, S.tnPl.3 v{ill b.ln wrl tl no. A n nrb.r ;t th. !I! group ol co|rp.nlca lad orrFaalvarr .ll ragortt rtrtamaits. CQnclu3lont oidlBFor.d of .ftcr tcstlng CHEN-NORTHERN, tNC. COIISULTIIIG EIIGII{EERS AIIO SCIEilTTSTS REPORT OF CONCRETE TEST CYLINDER DATA $EP 199a G..l,1t: , ,. IRATTrrti,;i:i/ MoilIrECiqP.3. . .rlj,l "';'it'--:/' rt.. tuhlitt.d ar th. contldlohtlrl proplFty of axtfactr frotn .t. iagsrding our rapoFtt lt t'.tarvrd lr cofiplctad ar.tlcrt oth.r arrongaliantt r9r"'r to Forft t{o. CtlEl t3A 6/9t I T0: llECl{ Enterprises J08 fl0. 4 178 93-3 DATE: 7-20-94 Attn: tustaquio Cortina P.0. Box 31t19 SHEET 1 0F IVail, C0 81658-3149 PR0JECT: Llftside 8uildlng, east of lfesthaven Driye and l{estin }totel , South Frontage Road llest, Vall, Colo, PLACEI'IENT LOCATIOI{ :South Side of Llftside Condos. EATCH TiCKET lllF0Rl,lATl0tl SUPPLIER: l,lestern llobile TRUCK r{0. 169 TICKET 0. 136l r,tIX DESI6I{ N0. 44 TIIIE EATCHEO: 7:13 Ail Tllil€ ARRIYED: 7:45 Altl TIltlE PtlCtD: Br05 All-CU. YD. L0AD/ACCUil: 4l4l?l F'ELD TESTIflG II{FORI{ATTOII SIrI{PLE TEIIP: 69 OF AIR TEI{P: 57 NF TIIIE IEST TAKEI{: 8:15 Ail SLttilP:41/4 ll{, AIR COllTEllT: 5.61 UET UlllT UEIGHT: J08 SPECIFICATI0ilS: SLufiP: llax.4 Il{. AIR C0l{TE}lT: 4-8I TATER ADDE0 AT SITE 3 6AL. CYLIIIDER II{FORI,IATIOII N0. 0F GYLIT{DERS: 6 CY[I|{D€R SIZE: 6"x 12" IIt'lE CYLIIIDERS CAST: 8:30 A1{ IIHERE CAST: On-Site CURIIIG IiIFORI.IATIOI{ II{ITIAL CtfrE: 24 hours ofl-Site DATE RECEIVEO AT LAB: 7-?7-94 FIELD STORAGE FACILITIES: lnsulated Cure Box 8Y: Dusty Dord l,ll ll/RAX. A6E OAYS OATE IESTEO TOTAT LOAO (r8s) DIAI'IETER ( I{CHES) AREA tsq ril) c0tiP. sTR. (PSr) IYPE OF FRACTURE CYLIITDER T{EIGHT (LSS ) CYLTIIDER UI{IT UEIGHI (PCF) I I 28 28 56 56 7-?A-94 7-28-94 8- t7 -94 8-17-94 9- 14-94 9-14-94 76,000 63,000 100,000 r05,000 129,000 l?6,500 6.02 5.98 5.98 5.98 5.90 5.99 28.46 28.09 28.09 28.09 28.09 e8.18 2670 2240 3560 3740 4590 4490 con/shear con/shear shear shear OESIGI{ STREIIoTH 4000 PSI 0 28 DAIS TESTS 8Y TABORATORY PERSONNET AR€ ITI ACCORDAIICE I.'ITH APPTICABLE ASTI.I HETHOOS U]{LESS OTHERUISE ttOTED SOHE II{FORITIATIOX OF TEST REPORT }.IAY BE PROVIDED 8Y O1HERS REMARKS: C0PIES: R.A. l{elson & Assoclates, Inc Town of Vail; tJestern llobllei J V A, Inc.; Gwatlney Pratt Schultz Dusty Dowd Eobby J. Hays FIELD OBSERVER APPROVEO BY ffi CHEN.NORTHERN, INC. O SI'LTIXG EIIGIIIEERS AIIO SCIEIITISTS REPORT OF CONSTRUCTION ACTIVITIES T0: l{EC}l Enterpri ses J08 ll0. 4 178 93-3 0ATE; 9-8-94Attn: Eustaquio Corti na P.0. Box 3149VaiI, C0 81558-3149 DATLY REPoRT ll0. 89 sHEET 1 0F I PROJECT: Liftside Building east of ljesthaven Orlve and lrestl n Hotel , South Frontage Road Uest, Vail, Colorado. I'€ATHER COIIDITIOI{S AIIO TEI,IPERATURE COI{TRACTOR' S COIISTRUCTIO]I ACTIVITI E5 PERSOT{I{EL: I,IAJOR EQUIPI.IEIIT: ACTIVITI ES: CHEI{-IIORTHERII '5 SITE ACTIV IT I E5 Uestern llobi'le was on-site placing concrete in the fonns for the pool staircase pad. l{e tested thl s concrete as requested. Concrete test results will be sent under seDarate cover. VERBAL Col.llluN I CAT I0l{ IJITH C0I{TRACI0R " tl{GIll[ER, ,flCHITECT, ol,ltlER COPIES: J V A, R.A. l{el son & Associates, Inc.Inc.; Gvlatlmey Pratt Schultz Ken La0roi x FIELD OBSERVER Fred R. Cameron APPROVED 8Y A3 a m!tu.l protactlon to cllents, tha pubtlc.nd our3c'lvcs, .11 r.port3 !16 rubmltt.d.B th€ contldcntl.l. property ot o{r-cllcnt3' .nd auttrortiiiioi fji putttcetton of 3t.tc .nt. Conclurfons or crtr.ct3 iro|n or r.g.rdtng our rlp.rt3 lt rc3€rvcd Fcndlng our |{ritten apFrov.l. Srnpl.3 xtll bG di.poi.d of.ftar tc.tlng ls co plrt.d unl€rs othcr rrrangcmcnts .r. rgr..d to ln {rltfng. A ncrnb.r of thc !!! group of cofip.nl.r CHEN.NORTHERN, INC. coltsrrlTtilG EilGil{EERs AilD SCIEilTTSTS REPORT OF CONCRETE TEST CYLINDER DATA Ar a nutsrl FFot.ctton to clf.nta, th. Fubllc rnil ourr.lr.ir .ll r.port3.r'a rshrltt.d r. tha confldl.ntlrl ptopcrty -of ----cticntr. onO'.!th.rlzatlon tor Fsbllc.tlon of 3tat.o.ntt. Conclu3lqni oi .rtr'.ct3 fro|tl ot' tcg.rdlhg our FGFortr {t r"'rvrd ;;;;'i;; ';;-;ii;.i -ipii"'. i . Siiiii''*iit b. dlr;;a' or iiicr ieiiini ri cornprctrd unl.rr 6th.r lrr.ngdn nt. "n"o ro lr lir'ltlng.A-;il;;-;i th. EI! group of coalp.nl.t For'' flo' cfiEll3a 5/9r T0: llECl{ Enterprlses JoB ll0. 4 178 93-3 DATE: 9-t3-94Attn: Eustaqulo Cortl na P.0. Box 3119 SHEET r 0F zVall, C0 41658-31'19 PR0JECI: Llftside Buildlng, east of l,l*thsven Drive and t{estin Hotel , South Frontage Road [/est, Vail, Colo. PLACE}ITIIT LIICATIOII :Stal rcase llal I (Pool) BATCH TICK€T IllF0RllATIOll SUPPLIEP.: lf€stern lioblle TRUCK l{0. 158 TK TTCKET lr0. 15?6 HIX DESI6]{ lr0. 44 TIIIE BATCHEOT 12:40 9ll TIHE ARRIVEO: t:10 Pt{ Iltlt PLACEO:' -- CU.Y0.L0AD/ACCUI{: 7150 FIELD TESTIIIG IIIFORI,IATIOTI SA}IPLE TEI.IP: 74.F AIR TEI,IP: 78 T TlllE TEST TAK8I{: 1:45 Ptl SLllllP: 2 lll. AIR C0t{TEfiT: 4.5I t{ET UIIIT IIEIGHT: 143.3 JOB SPECIFICATIOIIS: SLUIP: ltax.4 lil. AIR C0flTE[T: 4-81 IJATER ADDTD AT SITE -- GAL. CYLIIIDER IIIFORI.{ATIOI{ t{0. 0F CfLlfl0ERS: 6 CYLII{oER SIZE: 6"x lZ" IlllE CYtlfto€RS CIST: ?:00 Pil VtlERt CAST: On-Site cuRIl{G I ilFoRl{AT toil IIIITIAL CIRE: On-St te OATE RECEMD AT LAB: --- FIELo SToRACE FACITITIES: Insulated Cure Box 8Y: ---r,rlrur'rAx A6E OAYS 0Ar€ TESTEO TOTAT LOAD (L8S) OIA'{EIER ( IXCHES ) AAEA (sQ Illl coftP.srR. ( PsI ) TYPE OF FRACTURE CYL IIIDER I'EIGHT (LBs) CYLI I{DER WIT I'EIGHT (PCF) 7A 7A 284 284 28A H 28A H 9-20-94 9-20-94 100,500 100, s00 5.99 5.98 28.18 ?8.09 3570 3580 shear shear 0Estct{ sTR€ilGTH 4000 PsI e 28 0AY5 TE5TS BY LABORATORY PTRSOITI{EL ARE III ACCOROAIICE IIITH APPLICAELE ASTI.I I.IETHOOS UI{LEsS OTHERI{ISE IIOT€D SOI.IE IilFORI'IATIOII OF TEST REPORT I{AY 8E PROVIDED 8Y OTHERS REMRKS: COPI€S: R.A. ]{el son & Associates, Inc Tom of Yall; tlestern l{obile; J V A, Ino.; Gwathney Pratt Schultz Ken LaCroix Eobby J. Hays FIELO OBSERVER APPROVED BY CHEN.NORTHERN, INC. cofisulTl116 EilctxE€Rs At{D scIErTlsTs REPORT OF CONCRETE TEST CYLINDER DATA As r nrrtull protcctlon to cllant3. thc publlc .nd ourrelv.l. .lI rapor't3 rr. rub.nlttad at th. confldlantl.l pioParty of cllat!t3. rnd .uthor{z.tlo6 tor publlc.tlon of 3t.t.fi.nt!, Concluilont oi.rtractt trofi or F.g.rdlnE o|rr" t^taportr lt r.tcrva! pcndlng our wrltt.n opproytl. SamPlar |,lll b. dl3poEed of.ttcF tcrtlng l3 complat.d unlett othcr arr.ngen ntt .gr..d Eo ln l{iltlnE. A oJrb.r ;f th. Sl! gro.r9 ol co6p.nl.3 fornr tlo' ChE113A 6/91 T0: llECll Enterprlses JOB l{0. 4 178 93-3 0ATE: 9-13-94Attn: Eustaquio Cortina P.0. 8ox 3149 SHSET 2 0F 2VaiI, CO 81658-31{9 PRoJECT: Liftside 8uildlng, east of l{esthaven orive and llestln Hotel , South Frontage Road l{est. Vail, Co'lo, PLACEIIEI{T L0CAII0!|: Pool Perinreter. BAICH TICKET IIIFORHATIO]I SUPPLIER: gestern I,IobI Ie TRUCK r{0. 102 TK TICKTT ilo. 1527 l.{Ir DESIGI{ ilo. 44 Tll,lf BATCHED: 2:28 Pl{ Tll,l€ ARRIVED: ?:40 PH TII{E PLACED: 2:50 P|{-CU.YD.L0A0/ACCUI,i: 28150 FIELO T€STIIIG II{FORI{ATIOII SA}IPLE T€I,IP: 72 OF AIR TEHP: 75 "F Ttl,lE TEST TAKEI{: 3:00 Pll SLUIIP: 6ll? ltl. AIR C0l{TEl{T: 5.5I tlET UIIIT t{El6HT: 141.3 JOB SP€CIFICATI0IiS: SLUl,tp: l{ax.4 It{. AIR COilTEl{T: 4-8X l,tATER ADDED AT SITE 14 GAL. CYLIIIOER II{FORIIATIOII ll0. 0F CYLIIIDERS: 6 CYtlllDtR SIZE: 5"x 12" TIHE CYLII{0ERS CASI: 3:15 Ptl UIIERE CAST: On-Site CURTI{€ IIIFORHATIOII IlltTlAL CtR€: 24 hours 0n-Site FIELD SToRAGE FACILITIES: Insulated Cure 8ox OATE RECTMD AT LAB: --- 8Y: --- tlIlUt{AX A6E DATS t)AIE IESTED TOTAT LOAO- (rBs) DIAI{ETER ( l NCHE5) ANEA {sQ lll) cor,rP. sTR. (PS r ) TYPE OF FRACTURE CYLI'IOER UEI6HT (L8sl CYLII{DER UI{IT l,,E IGHT (PcF) 7B 7B 288 288 ?88 H 288 H 9-20-94 9-20-94 l0-I I -94 10- i I -94 10- 11-94 l0- t 1-9'l u7,500 t25,000 5.99 5.99 28.18 28. r8 4t70 r1440 columnar shea r OESIGII STREI{GTH 4OOO PsI € 28 DAYS TESTS BY LABORATORY P€RSOI{I{EI- AR€ II{ ACCOROAI{CE VITH APPLICABLE ASTH I,IETfIODS UI{LESS OTHERYISE I{OTED SOI.IE IIIFORHATIOiI OF TEST REPORT I,IAY BE PROVIDED 8Y OTHERS REI1ARKS : COPIE5; R.A. llelson & Associates, Inc.; fown of Vail; tlestern Hobile; J V A, Inc.; Grratlney Pratt Schultz;Ken Lacroix Sobby J. Hays FITTD OBSERVER APPROVED 8Y d*'\ f tto 1el "rd F" 'oq:H#."elW;'td T0: ilEcil Enterprl ses JoB tlo. 4 178 93-3 oATE: 7-29-94 Attn: Eustaquio corti na P.0. gox 3149 SHEET t 0F IVail, C0 81658_-3149 PROJECT: Liftside Euilding, east of l{€sthaven Drive and t,estin Hotel, South Frontage Road llest, Vatl, Colo. . ilultiple locations on Jobsite. BATCH TICKET IllF0Rl.lATI0ll SUPPLIER: l{estern l,lobile rRUCK flo. 161 TICKET ll0. 13937 l|lx otSIGr ilo. 44 TIl,fE BATCHED: 7:08 Al,l TIIIE ARRIVEO: 7:35 All TII{E PLACED: 7:40 All-CU. YD. L0AD/ACCUI{: 717ll4 FIELO TESTI116 IIIFORIIATIOI{ TIl,lE TEST TAKEI{: 7:45 AH JOB SPEC I FICAT I OTIS: stul,lPr 2 3/4 lfl. SLUl,lP: ilax.4 I l{. SA}IPLE TEI,IP: AIR C0l{TEf{T: 6.5X AIR C0llTEllT: 4-81 72 "F AIR TEl,lP: 59 T t,ET ut{lT t,ElGHT: 140.3 },ATER AODEO AT SITE 13 GAL. CYLII{OER IIIFOR}IATIOII ll0. 0F CYLIIIDERS: 4 CYLIT{DER SIZE: 6"x 12' TI}IE CYLII{DERS CAST: 8:00 All }JHERE CAST: on-Slte CURING I I{FORI'IAT I OtI I]{lIlAL CURE: 24 hours DAIE RECEIVED AT LAB: FIELt| ST0RAGE FACILITIES: Insul ated BY: Jim H. Davi s l,llll/l.lAx CYL TI{DER UI{TT IJEICHT (PcF) 8-26-94 8-26-94 9-23-94 9-23-94 6.00 6.00 (qq 5.99 3960 4070 4760 4830 shear shear 28 28 5b 5b 112,000 115,000 134,000 135,000 ?8.27 28.27 ?8. I8 28.18 OESIGI{ 5IRE]I6TH 4OOO PSI O 28 DAYS TESTS BY LABORATORY PERSOIIT{EL ARE III ACCORDA]ICE I,ITH APPIICABLE ASTI,I I.IETTIODS UITILESS OTHERI.TTS€ ]{OTED SOI'IE TIIFORTIATIOI{ OF TEST REPORT I,IAY BE PROVIDEO BY OTHERS FIELD OESERVER APPROVED BY COPIES: R.A. tlel son & Associates, Inc.: Town of Vail; tfestern lloblle; J V A, Inb.; qwathmy Pratt Schultzi I Jin H' Davis Eobby J. Hays CHEN.NORTHERN, INC. COIISULTI116 E]{GIilEERS A1{O SCIEIITISTS RT OF CONCRETE TEST CYLINDER DATA A5 . rnutu.l prot.ctlor to cliants, tha publ{c cllantr, and aqthorl:.tlot tor publlcitlotr of pandlng oirr iri'ltt.n aFProv.l. Sr|rplar |{lll b. ln r,rltlha. A !|. rbcr ;f th. !!! group of comp.n{.t and our3alva3, rll rcportt 5tatamatrt5. Concluilona gt dl rpolod ot .ftcr t.rtlng .r. subnlttad .r thc confldl.ntl.l property ot .xtract3 fFonr or regardlhg our r.por'ts ls ratarvad lr conplatGd unlair othar arfangam.nt3 agnaac to FoFt' No. CH€I!3A 6/91 CHEN.NORT}IERN, INC. COIISIJLTIIIG Eil6ITEERs AI{O SCIEI{TISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar. mutu6,l protcctton to cttcnt3, tha publtc .nd our.alvc3. rll rcport3 .r. lubn{tt.d a. thc confidl'ntlrl Prop'}ty of -..,1 cllantr, ahd authoil:atlon foi publlcrt{o|r of statatntntE. concluslon6 oi artrrctr fiol|l or ragrrdlnq our rep'r!3 is l'c3'l'vcd ;;;i;;';;-;ia;;; ';;;;;;.i . Siiiiii''i.iir -;.-;iiiJiii-ir iit."-iiiiini ri"io.pi.t.a unr." ;thcr irranscnrnlr 'sr"d to ln wiltlng. Fort|t fto. CltElr3A 6/91A mqrb.r ol th. E!! grottF of colhpanlct T0: ilECll Enterprises J08 l{0. 4 178 93-3 OAIE: 9-19-94 Attn: Eustaqulo Cortina P.0. Box 3l'f9 SHEET I 0f 1vall, C0 81658-3149 PROJECT: Liftslde Building, east of llesthaven Drlve and lfestin Hotel , South Frontage Road ilest, Vall, Colo. P LACEl,lEllT L0CATIOI| r lJal I Srlmlng Pool . BATCH TICKET Il{FoRl,lATIoll SUPPLIER: l{estern ilobile TRTJCK 1{0. 100 TK TICKET ilo. 015834 lltx 0ESICI{ l{0. 14 TlllE BATCIIID: 3:22 Ptl TIiIE AiRIVEO: 3:50 Pll TI E PLACEO: 4:00 Pll-CU. Y0. t0A0/ACCul,l: 7l7 FIELD TESTTI{G ITIFOQI.IATIOI{ SAI,IPLE TEI.IP: 75 "F AIR TEHP: -- "F TIl,lE IEST TAKEI{: 4:15 Pll StUl{P: 3 t/2 I1{. AIR CollTEl{T: 4.5fl tlET Ul{lT IJEIGHT: 141.0 JoB SPEctFlCATl0ilS: SLtll{P: ihx.4 ltl. AIR CO|ITEI{T: 4-8fl IIATER ADDEO AT SITE -- 6AL' CYLII{DER II{FOR}IATIOII flo. 0F CYLIil0ERS: 6 CYLIIIDER SIZE: 6"x 12" TIIIE CYLMDERS CAST: 4:30 Pl,l IJHERE CAST: 0n-Stte ctRItt€ Il{FoRtrlATIol{ I l{ ITIAL CIRE: On-Sl te 0ATE RECEMI) AT LAB: --- FIELtt SToRAGE FACILITIES: Insulated Cure 8ox 8Y: Ken LaCroix lllll/t'lAx AGE OAYS t)ATE TESIED TOTAL LOAD (LBs ) t,IAIIETER ( Ir{cHES) AREA (sQ Ir{) coilP . sTR. (PSr ) TYPE OF FRACTIJRE CYLIIIOER fE IGHT (tBs ) CYLII.|DER U]{IT \IEIGHT (PCF) 28 28 28H 28H 9-26-94 9-26-94 l0-17-94 t0-17-94 10- l7-94 l0-17-94 l0l,000 9Z,000 5.99 5.99 28.18 e8. l8 3580 3260 con/spl i t con/spi i t DESICI{ STRE!{GIH 4000 PSI e 28 oAYS TESTS BY IAOORATORY PERSOTIIIEL ARE III ACC{NDMCE }IITH APPLICABLE ASTI,I I|ETHOD5 UT.ILTSS OTHERIIISE I{OTEO 5III,IE IT{FORI.IATIOII OF TEST REPORT }IAY 8E PROVIDED BY OTHERS RE}IARKS: COPt[S: R.A. l{elson & Associates, Inc.; Torn of Vatl; Uestern llobile; J V A, Inc.; Gvatlmey Pratt Schultrt Ken LaCroix Eobby J. HaYs FIELO OESERVER APPROVEII BY fT*'.,.,.*\ F *"-\ fu,:b4;QIuntd CHEN.NORTHERN, INC. coftsulTIl{6 E,t6IilEERS AilD SCIEItTtSTS REPORT OF CONCRETE TEST CYUNDER DATA At a |n|rtoal PFot.ctlon to cllrntrr tha psbltc and our..lYa.r rll i.portr .r. ish.r{tt.d .t th. contldl.ht{al prop.ll.ty otcll.nt3. and ruthorlz.tlon for publlc.tlon of tt.taranta. Conclualohi or.rtrrctt tr.o.n or i"aqardl|t{ our |-aroFtr la F r.rrr.d P.ndlng-our |lFltt.n apptoval. Sr4l.r rlll h dlrpolec ot rlt.r taatlng tr cdFlttad unle3r 6th.r irrrngoarintr rgra.d toln Xr{tlng.A ft||6.i of th. !!! grocF ot €dlp.nl.i Forn tao. C{Ett3A 6/9! I0: llE0ll Enterpri setAttn; Eustaqulo Cortina P.0. Box 3149Vail, C0 81658-3149 Pfl0JECT: Liftside Eulldins, J08 l{0. 4 178 93-3 0ATE: 9-13-94 SHEET 1 OF 2 east of lJe$thayen orive and l{estln tlotel , South Frontage Road tJest, Vail, Colo. PLACEl,lEllT L0CAT I 0t{ :Staircase l{al I (Pool J STTCH IICKET IIIFOf,TIATIOI{ tRl,cK ilo. t58 IK TIIIE BATCIIED: 1?:40 Pl{ TICKET ilo. 1526 TIi{E ARRIVEO: l: l0 Pl{ SUPPLIERT lJeetern llobi I e t{Ix DEStGl{ lr0. 44 TII{E PLACED: -- CU.YD,I0AD./ACCUH: 7150 FIELD T8STIIIG Il{F0Rl,lATI0ll SAipLE TEl,tp: 74.F AIR TEHp: 78 T TIiIE TE$T TAKEII: 1:45 Pl{ sLWP: ? I1{. AIR c0lrrEl{T: 4.5f tGT ufttT TEI6HT: 143.s JoB SPECIFICATI0IIS: SLUilP: l4ax.4 I[. AIR OollTEllT: 4-8X iTATER AoDED AT SITE -- GAL. CYLIIIOER II{FORfiATIOil ll0. 0F CYLIII0ERS: 6 CYLII{0ER SIZE: 6"x 12" TttlE cYttllDERS CAST: ?;00 Pll llHElE CAST: On-site cl,RIilG I t{F0Rr{/rrt$lItllllAt CthE: On-Si te DAIE IECEMD AT LAB: ---FIELD STffi,AGE FACILITIES: Insulated Cure Box BY: ---r,rIl{/r,rAx AGE OAYS DATE TESTED TOTAL LOAO (tBs) DIAI,IETER ( lilcHEs ) AREA (sQ M' co[P.sTR. (PsU TYPE OF FRACTURE CYLII{OER $EIGHT (LBs) CYTIIIOER UIIIT TIEIGHT (PcF) 7A 7A e8A ?84 28A 284 9-20-94 9-20-94 t0-lt-94 10-11-94 l0-11-94 10-11-94 100,500 100,500 r23,000 116,000 r35,000 137,000 5.99 5.98 - 5.99 5.9S 5.99 5.98 28. 18 28.09 28.18 ?8.09 28.18 ?4.$ 3570 3580 4360 4130 4790 4880 shear shear shear shear shear shear DESIGII SIREIIGTH 4OOO PSI 8 28 DATS TESTS 8Y TABORATORY PER5O'IIIEL ARE II{ ACCORDAIICS I'ITH APPLICAELE ASTI.I I.IETHODS UIILESS OTHERTISE I{OTED SOI.IE II{FORI.iATIOII OF TEST REFORT I{AY 8E PROVIDEO 8Y OIHERS REMRKS: C0PIES1 R.A. llel son & Associates, Inc.l Tom of Uail; llestern lhbile; J V A, Inc.; Grathney Pratt Schultz;Ken Lacrolx Bobby J. Hays FIELD OESERVER APPROVEO BY CHEN.NORTHERN, INC. co]{suLTIil6 Er{6IilEERS ff{D SCIET{TISTS REPORT OF CONCRETE TEST CYLINDER DATA Ar. rut!.I Frot.atlon to cl{.nt!. th. Frhltc atrd curr.lvarr .ll raportr !r. tu!.trlttad rt th. corfldlantlal Froparty of clbDtr. and ruthorltatlot| for Dubllcatlon ol rt.tcantr. Conclurlonr oF .rtr.ct3 trot! or F.g.fitl|lg oul. t'.Fol^ts 13 r.tcrwad !.ndlnt'our r|rltt.n .p9tovrl. s|npla'' rlll ba dlrpoaad of rftar ta3tlng lr conplat.d unl... otiar.F?..rglf,'.rta.gF..o lo ln F ltlna.i-J;iar-;i th. !!! group of co Frnlt. Foto ro. clc1t3A 6/91 T0: ilECil Enterprises J08 ll0. 4 t78 93-3 DATE; 9-13-94 Attn: Eustaqulo Cortina P.0. Bor 3149 SHEET 2 0F 2 VaiI, C0 81658-3149 PR0JECT: Liftside Building, east of l,lesthaven 0rlve and lrestin Hotel , South Frontage Road llest, Vail, Colo. PLACEltlEilf L0CAII0|{; Pcol Periteter. BATCH TICKET lllF0Rl,lATI0tl SUPPLTER: Iestern llobile TRUCK ll0. 102 TK TICKET !10. l52l l,llx DEsI6l{ lto. 4il TlltE BATCHED: 2:28 Pll TIiIE Af,RtVE0: 2240 ?ll IIiIE PLACE0: Z:50 PIi-CU.Y0.L0AD4CCU[: 28150 FIEL0 TESTIIIC lilF0RltiATl0ll SAIIPLE TEI'IP: 72T AIR TEHP: 75 "F TIl,lE TEST TAKEI{: 3:00 Pll sluilP: 6 l/e lil. AIR COflTEl{T: 5-51 VET UIIIT llfIGHT: 141.3 JOB SPECIFICATI0IIS: SLU P: rbx.4 lil. AIR C0ilTEl{T: 4-8I UATER A0DE0 AT SITE , l4-GAtr CYtIilDER IIIFOR}IATIOIII ff0. 0F CYLII{0ERS: 6 cYLIll0ER SIZE: 6"x 12" TI}E CYII|{DERS CASI: 3:15 Pll IIHERE CASI: 0n-Site cuRIl{E txFoRf,f/rTlorl IIIITIAL CIIRE: 24 fFurs on-Slte FIELD ST0RAGE FACILITIES: Insulated Cure 8ox DATE RECEMO AT LAB: --- BY: --- l'lll{/]'lAx AGE DAYS OATE TESTED TOIAT IOAD (LBS) DIAIIETER ( r]{cHES ) IREA (sq l]l) coilP. sTR. (PSI) TYPI OF FRACTURE CYL I IIDER YEIGTIT (LBS) CYLIIIDER UI{IT lJE I6HT (PCF) 7S 7B 288 288 288 288 9-20-94 9-20-94 l0-11-94 10-1r-94 10*ll-94 l0- 11-94 117,500 125,000 156,000 148,500 142,500 156.500 5.99 5.9S - 5.99 6.00 5.98 5.98 28.18 28. t8 28.18 28.27 28.09 u 8.09 4170 4440 5540 5250 5070 5570 col unnar Snear con,/shear shear shear shear DESIGI{ STREI{GTH 4000 PsI 0 e8 DAYS TESTS 8Y IASORATORY PTRSOIIIITL ARE IIT ACCOROAIICE UITH IPPTICAEIE ASTII I.IETHOOS UIILES5 OTHERIdISE I{OTED SollE IilF0Rl,lATIoll 0F TEST REPoRT llAY BE PR0VIDED 8Y 0THERS REMRKS: COPIES: R.A, ilel son & Associates, Inc.; Tom of Vail; testern llobil€; J V A, Inc.; Gvathmy Pratt Schultz;Ken Lacroix Eobby J. HaYs FIELO OBSERVER APPROVED BY / CHEN.NORTHERN, INC. collsuLTttlc E[GtllEERs AllD SCIEIITISIS REPORT OF GONCRETE TEST CYLINDER DATA A3 a trxrtrrtl pfot.ctlon to cll.ntt' tha Pubt{c atrd oortalvat-. rll rapo.tr lri 3t'bdlt-t'd rt tha cont{dl'ntl'l Prop'fty of cll.rtsr .nd .stlrorltatlon 1ot luli ftttfln ol tt't'i'lrt'' - concluttoic or 'rtr'ct3 tF6r ol' t'g"dlno out' r"ortt l' r"'rv'c D.ndrns osr rrrtr.n .ppr.rv. r. ii#iii-iiir-i.-iiii'iili-it .iiii-iiiii''s'ti'-ilnpiltru unlcr 6thor irrrttuntr 'sr"d to li wrrirng. l:^- - - ,ori l{o. cflEr!3A 6/91 /A'ri.t " 5i thr !!! lroug ot coqr.nl'3 T0: t{EC Enterprt ses J08 l{0. 4 178 93-3 DATE: 10-4-94 Attn: Eustaqulo Cortlnsp.0. 8ox Bl49 - SHEET 1 0F 2 Vail, C0 81658-3149 pR0JECf: Liftstde Building, east of lresthaven Drive and tlesti n Hotel , South Frontage load Hest, Vail' Colo. PLACEiIEiIT L0CATI0il I Snimring Pool tleck. SUPPLIER: lJestern llobi le r,tlx DESISI ilo. 15 CU . YO . LOAD/ACCU}I : BATCiI TICKET II{FORP'ATIOII TRT CK lto. 158 IX TtflE BATCHE0: 7:44 All TICKET [0. 016281rl E ARRIVED: 8:t5 Alt FIEID TE5TII{6 IilFORIIATIOI{ TIilE IEST TAKEII: 6:30 All JOB SPECIFICATIOIIS: 65 T AIR TEIIP: 60.F YET Ul{lT tlEI6HT: 1'[3.0 UATER ADOEO AT SITE Sfrl,lPLE TEI{P: AIR COllTEl{T: 3.0X AIR C0l{TEt{T: 4-8I CYL$|DER lilFmllATlol{ ll0. 0F CYLII{DERS: 6 CYLIIIoER SIZE: 6"x 12' TII'IE CYIIII0ERS CAST: 0:45 All UHERE CAST: on-Site CURI IIG IIIFORIIAT IOII IIIITIAI- CIRE: 0n-Sl te DATE RECEIVED AT IAB: FIELD STORAGE FACILITIES: BY: Ken LaCroi x CYLII{OER UilIT UEIGHT (PCF) CYLIIIDER UEI6I{T (LBs) 6.07 5.98 - 190,000 182,500 l0-11-94 l0-ll-9'l l1-1-94 l1-1-94 u-1-94 n-r-94 284 284 28A z8A DESIGil STREIIGTT,I PSI O ?8 DAYS TESTS 8Y LAEORATORY PENSO'IIIEL ME Iil ACCMDANCE T'ITH APPLICABLE ASTI'I I'IETHOOS UIILESS OTHERUISE I{OTED SOI{E IIIFORTATIOII OF TEST REPORT I.IAY 8E PROVIDED BY OTHERS COPIES: R.A. tlel son & Assoclates, Inc.; Toun of Vail; ltestern lloblle: J V A, lnc.; tudttncY Pratt Schultz;Ken LaCrolx BobbY J. HaYs FIELD OBSERVER APFROVED BY t -* CHEN.NORTHERN, INC. cot{suLTil{c EilGtxEtRs 4il0 sctEilTtsTs REPORT OF CONCRETE TEST CYLINDER DATA la . ruttr.t pro!.ctlor to ctt.nt.', tha prbllc .nd otrrr.lv.rr .ll r.por.tt rF. 3l.hltt.d.r th. corfldl.ntl.l Ft6party of -,-cllanta. .nd authoflattlon lor trbllcailoi of rtatar.ntr. Gonclutlont or artrrcta frnr oF ragr.dfng our r.?ol-ta It raaarvas prnding'o{r iFttt.n aFproy.l. S.rpl$ |rlll b. dlrpor.d of rftcr tattlhg 13 coql.tad enlair othai lrrrni.n ntl .grc.d to ln nrltfut.i n;64; 6i th. !!! lrorp .a ccn|p.rltt f.r' o. tt'lElttA 6/91 L... T0: HECII tnterprises JoB t{0. 4 178 93-3 DATE: l0-if-91 Attn: EustaquioCortina P.0. Box 3149 SHEET ? 0F 2ValI, c0 81658-31,[9 PR0JECT: Ltftstde Butlding, east of llesthaven Orive and llestln Hotel . South Frontage Road Uest, Uail, Colo. PLACEI,IEI{T L0CATIoIi: Stairs on l{orth Side on Buildlng and Sid*valk on l{orthrJ€st Side of Planter. BATCH TITKET lt{F0Rl{ATl0l{ SUPPLIER: l'lestern llobile TRrcK [0. 114 TK TICKET lr0. 016285 l'rIX 0Est6ll ll0. 44 TIIfE SATCHED: 8:t[8 AH TIl,lE AflRIVED: 9:00 All TIIIE PLACED:!!:00 ,tl'l-Cu. Y0. L0AD/ACCul,l: 7ll4 FIELD TESIII{6 IIIFORI,IATIOI{ TIl,lE TEST TAKEI{: 1l:10 AH JOB SPECIFICATIOIIS: SLUIIP: 3 lll. SLtlltP: l'lax.4 I l{. SAI,IPLE TEI.IP: AIR C0ilfEilT: 4.0I AIR COl{TEllT: ,[-8I 67 'F AIR TEll?: 60 "Flfl tt{IT U€I6HT: 144.3 YATER A00ED AT SITE Jg_CAL CYLI }IDER II{FORHAIIOII tlO. 0F CYIIIIOERS: 6 CYLII{OER SIZE: 6"x 12" TIIIE CYLIT{OERS CAST: UtltRE CAST: On-Site ctnlilG lilF0il.lATloll Il{ITlAl CURE: On-Si te DATE RECEIVEO AT LAB: --- FIETO STORAGE FACILITIES: Insulated Cure BOX BY: Ken LaCroix l{Il{/l{AX A6E DAYS DAIE TESTED TOTAL LOAD (LBS ) DIAITETER ( IlrcHEs) AREA (sQ lil) cor,rP. sTR. (Pst) IYPE OF FRACTffiE CYLII{OER UEI6HT (rBs) CYt II{OER UI{ IT UEIGHT (PCF) 7S 7B 288 288 288 H ?88 H l0-t1-94 l0-11-gil I I - 1-9't l1-1-94 I l-1-94 u-l-94 119,500 124,000 5.99 5.98 28. 18 28.09 4?40 44I0 shear shear 0tsl6r{ srREilGrH 4000 PsI 0 28 0AYs TESTS BY LAB(NATORY PERSOIII{EL ART I}I ACCOROAIICE II1TH APPLICABTE ASTI,I I,IETHODS UI{LESS OTHERI'ISE IIOTEO SOME IIIFORHATIOil OF TEST REPORT I'IAY BE PROVIDED gY OTHERS RE}IARKS: COPItS: R.A. llel son & Associates, Inc Tom of Vail: ttestern liobile: J V A, Inc.; Gwatlrney Pratt Schultz Ken LaCroix Eobby J. flays FIELO OBSERVER APPROVED BY L #F-.'H,'bg' ocr 1994 ' fu"wCHEN.NORTHERN, tNC. coltsurTltt6 EfiGIilEERS AilD SCIETTTISTS REPORT OF CONCRETE TEST CYLINDER DAT la r stu.l protactlon tO clt.ntrr tt. F!6llc.nd ost ralvaa. a?l r.Fort..r. t.tinatt.d.3 ttr. con?ldtaotl.l p'.opo'ty otcllantS. rnd authoFlaatlon for. Fubllcatlon of ttata[antr. Can|clu3{onr or axtfrct3 fr6r/or racrrd{na our raDontt {a rar.rv..l Pandln9-oul'wrltt.h .pprov.l. s.npler ylll ba dl.porrd ot.ft.r t..tlrg l. co6pl.t.d unlerr Sthrr irrangcmintr rgrred ioln wrltlnt. A m.ab.r ot ttr. L| group of c6rF.r{.r Fonr o. CflEl tJA 6/91 T0: ilECtl tnterprl ses Attn: Euetaquio Cor na P.0, Bot 3149 VatI, C0 81650-3149 J08 1{0, 4 178 93-3 DATE: 9-8-94 SHEET 1 tlF 1 PRoJECT: llftslde Suildlng. east of Uesthaven Drive and uestln Hotel , South Frontage Road l,test, Vall, Colo. PLACEilErT L0CATI0I|: Pad for pool Statrcase. BATCH TICKET IIIFORI.TATIOTI TRUCK IIO. I(lO TK TIIfE BATCHE0: 12:44 Pl4 TlcKtT ll0. 1509Illlt ARRIVED: l:30 Pfi SUPPLIER: llestern llobi I eIIX DEStGlr r{0. 44llllf PIACE0: I:45 Pll-CU. Y0. L0A0/ACCU[{: 7l3O FIELD TESTI116 I IIFORI.IAT I OII TIIIE TESI TAKEI{: 2;00 Pll JOB SPECIFICATIOIIS: SLllllP: 3 SLUI{P: ]lax.4 Ifl. Iil. SAI.IPTE TEI,IP: AIR CoffTEilT: 5.3X AIR C0TTENT: 4-8X 15 ,F AIR TEI.IP: 80 OF YEr U IT t{€I6tlT: t,{t.g UATER ADOED AT SITE O GAL. CYL IIIOER I'IFOR'.{ATTOI{ ll0. 0F CYLII{OERS: 6 CYLIIIDER SIZE: 6"x le" TllitE CYLI||OERS CAST: 2:15 pil UHERE CAST: 0n-Site CURIIIG IIIFORIiiATIOX IilITIAL CURE: 0n-Site OATE REC8MO AT LAB: ---FIELD STORAGE FACILITIES: BY: Ken Lacroi x Insulated Cure Box 1.ilil/r,rAx AGg DAYS OAIE TESIED TOTAL LOAD (LBs ) OIAI.IETER ( IICHES) ARTA (sq ril) coilP. sIR. (Psr ) TYPE OF FRACTURE CYTI]IDER UEIGHT (LBS) CYIIIIOER UIIIT UEIGHT (PcF) 7 7 28 28 ?8 z8 9-15-94 9-15-94 10-6-94 t0-6-9.1 l0-6-9if l0-6-94 106,500 ll0,000 139,000 t4r,500 145,000 140,000 5,99 5.99 6.00 5.99 6.01 5.99 28.18 28.18 28.27 28.18 28.37 28.10 3780 3900 1920 50e0 5t50 {970 shean shean shear shgar shear ghear DESIGI{ STREIIGTH IOOO PSI E 28 DAYS TESTS BY LABORATORY PERSOI{IIEL ARE II{ ACCORDAIICT UITH APPTICIBLE ASTI.I iIETKIOS UI{LESS OTHERVISE IIOTED SOI.IE II{FORIIATIOII OF TEST REPORT IIAY BE PROVIDED BY OTHERS REIIARKS: CoPIES: R.A. llelson & Associat€s, Inc Iorrn of Vail; Yestern liobile; J V A, Inc.; GNrathney Pratt Schultz Ken Lacroix Bobby J. Hays FIELD OBSERVER APPROVED BY CHEN.NORTHERN, INC, coftslnlrlc Ef,cl[EERs ArD sctExllsTs REPORT OF CONSTRUCNON ACTIVITIES T0: l{ECll Enterprises JOB ll0. 4 178 93-3 OAIE: 9'23-94Attn: Eustaquio Cortint P.0. Box 3149Vail, C0 81658-31tf9 DAITY REPoRT t{0. 90 SHEET r 0F 2 PR0JECT: Liftside guilding east of tr,esthaven Drlve and ttesti n Hotel , South Frontage Road Uest, Vall, Colorado. UEATHER COITDITIOI{s AI{B TEIIIPERATI'RI COI{TRACTOR'S COIISTRUCTIOI{ ACTIVITI ES PERSOTII{EL: ilAJ0R EQUIPilEItT: ACTIVIT IES: CHEI{-I{ORTHERI{'S S ITE ACTIYITIES Huntingdon (Chen- orthernl arrived on-slte as requested, Ue met *ith Jeff Kelly with R.A. l{el son & Assoclates and discussed his plans, Stan l'ltller Construction Co. nill place lifts of natiye naterial to the west of the pool stal roase $all. The naterial vrill be nbisture- conditioned and plaoed in l?-tnch lifts. A Vibratory (Bol{ag) Sheepsfoot Roller will compact the open areas, whereas a JuBpi ng Jack rill be used to conpact the naterial adjacent to ttre wall. l/e tested the first lift. All-tests passed. VERBAL COI,I!,IUI{ I CAT IOI{ TIIIH COIITRACTOR, E}IGIIIEER, ARCHITECT, OUI{ER C0PIES: R.A. J V A, Inc.; l{el son & Associates, Inc. Gnattnrey Pratt Schultz Ken LaCrolx FIELO OBSERVER Fred R. Cameron APPROVED 8Y CHEN.NORTHERN, INC. @a{sulttflG Eatctt|€Ens a{o sctE{rlsts REPORT OF FIELD NUCLEAR DENSITY TESTING T0: ilECil Enterprises JoB lto. 4 178 93-3 DATE: 9-23-94Attn: Eustaquio Cortina P.0. 8ox 3149Vail, C0 81558-3lrl9 OAILY REP0RT ll0. 90 SHTET 2 0F 2 PR0JECT: Llftside Ouilding, East of tlesthaven Drlve and llestin Hotel , South Frontage Road llest, Uail, Col orado. SPECIFICATIOII COI,IPACT TOII & IIAiERIAL llJillllul,l REQUIRED Ill-PtAcE 0EtlsITY: 95X AS DETERIIII{ED BY: ASTII 0-698 Co]{STRUCTI0II C0ilIRACT0R: Stan }liller, Inc. TEST LoCATIoI{s VERE SELTCTED BY: Chen-tlorthern TYPE Al{D l{lJf,lBER 0F EARTH l,l0VIllG UllITS: 1 Backhoe TYPE AllD l{uf,lBER 0F COl,lPACTI0ll U}IITS: 1 Boitas, I Jumpi ng Jack THICKT{ESS 0F LIFT: t2'! I{ETHOD 0F ADDII,6 ll0lST&E: ldater Hose llUlrBER 0F PASSES: As Requl red TEST ilo. LOCAT I OI{ DEPTH OR TLEVATIOl{ (FEET) LAB()RATORY I rrr it0 PERCEI{T (RELATIVE/ llAx I tlul.l ) OSTAIIIED SOIL TYPE t'tAxlltut't I oPT ,tt$l ORY I I.IOI STURE DEilSITY I CoilTElrT(pcf) | trt DRY DEI{S lTY ( PcF) I'IOISTWE c01{TEl{r (r) t8 l9 zg 2l Uest Slde of Pool Stai r tlall, 6' South of t{orth l{al I tlest Side of Pool Stair Uall, 20' South of llorth tlal I Uest Slde of Pool Stal r l{all, 25' South of l{orth Ual I tlest Side of Pool S.lJ. , 30' South of llorth Ual I Flush wtth Footi ng Flush Yith Footi ng Flush ri th Footing Fl ush tvith Footi ng IlZl 8t2L a I l2t 1?l u.5 11.5 It.5 ll .5 !21 t2l 4 0 I 1?r 120 10. 3 10.6 8.5 t0 6 100 100 99 99 Sandy €ravel ly Clay Sandy Gravel ly Cl ay Sandy Gravel ly Cl ay Sandy Gravel ly Cl ay FI'LL TII{E OESERVATIOI{ X PART TII.IE OBSERVATION T}ttS EEMNI PRESENTS OPT ICIS FO$,ED AS A R€SULT OF OUR OaS'NVATIO|IS OF FILI- PLAC'}I€I{T. VE HAVC RELIED O 'gE CONTRACTOR TO COIITIiIUE ApPLYll{G Tll€ RECoif{E}OED CoaraPACttVE EFFORT AID I'bISTURE fo FILL OURIHC rHE TltlES lrHEl{ OJR 0BSERVER lS flOr O8SEnVING OPERAIIONIS. TESTS ARE l,l DE OF ll{E FILL ONLY AS EELIEVED 'IECESSAnY lO CALISRAT€ OUR OBSEiVER'S JUDcExEllt. IEST OATA ARE }lOT tltg soLE SAsts FoR oPtlfldt{s ot{ t{|{E ltE* IHE FtLt E€ts spEclFtcAttof{s. THE III'CLEAR DEI{SOiIETER iIETHOO OF TESTII{G UAS USED I}I SUBSTAI{TIAL ACCORDAI{CE YITH ASTH 02992 AI{O 03017. PRELIIIII{ARY 0BSERVATIoIIS ND/oR TEST RESULTS VERBALLY REPoRTED T0: Jeff Kelly with R.A. l{elson & Associates PROGRESS REPORT: Ken LaCroix FITTD OESERVER Fred R. Caneron APPROVEO 8Y C0PIES: R.A. ilelson & Assocl ates, Inc.; J V A, Inc.; GYratlmey Pratt Schultz; Tonn of Vail; ^r . rrttslt protcctror to all.ntr, tlra publlc and ourallv.r, .ll r.portr .rc arlnlttad at th. confld.ntlll P"opcrty ot our sllantt. tnd ruthorlrition for lubllc.tlon of atatdn nt, c.nclsslon3 or cxtrictt frdn or rat.rdlng our i.tor!3 l3 i.aarv.d p.ndlng o{r' rrltt.n approv.l. Srrpl.3 rlll be dl.po..d of attcr t.itlng lr codpl.tcd unl.$ oth.r affrDgr.r.rti tr. rgF..d to ln tflttrt. A qEb.F of thc !!! gro{p of conp.nl.t CHEN.NORTHERN, INC. COI{SULIII{G EIIGIIIEERS AIID SCIEIITISTS REPORT OF CONCRETE TEST CYLINDER DATA Aa a lrutl|al Frot.ctloo to clt.nt3. th. prbtlc lrld ouFr.lvgr !lt rapgrta .re rebnltt.d !r tb. corfldl.ntlrl prop.rty ofcllartt, rrd tuthorltatlon loi publlcltlon ot rtata't..rt3. Conclu3lon3.r artracta fr.di or ragardlng our taporta lr rar.rvad F.ndlng-our wFltt.n rpprovr'1. S.,ml.3 xlll b. d'lipoi.d ot rtt.r t.3ttng t3 conpl.t.d qnl.rr athar irr.ng.fiantr .gF..d tolr wrltlng. A mdrbar of th. !!! group ot cotrtprnl.r Forn o. Cf,lE113A 6/91 I ^osu -q .$sH" R*-^ffi QnBi'e T0: l,lECll EntergrlsesAttn: Eustaqulo Cortl na P.0. 8ox 3t49VaiI, 00 81658-3149 PRNECT: Liftside Bui ldi ng, J08 1{0. '1 178 93-3 0AlE: 9-19-94 SHTET 1 OF I east of Yesthaven Drlve and lJestin Hotel , South Frontage Road t{est, Vall, Colo. PLACEI,IEiIT LOCATIOII :tJal I , Srinning Pool BATCH TICKET IllFORl,lATlOll SUPPLIER: llestern ltobile TRUCK ilo. 100 TK TtcKET lto. 0t58s4 ilIX otslcil 1{0. 14 TlllE EATCltrD: 3:22 Pll TrltE ARRIVED: 3:50 Plit ltl,tE PIACED: 4:00 Pfl-CU. YD.l0AD/ACCtltt: 7/7 FIELD TESTIIIG II{FORIIATIOII TIlilE TEST TAKEII: rl:15 Pl{ JOB SPECIFICATIOIIS: SLUttP: 3 1/? SLIJIIP: l,lax.4 I lt. I ti. SA}iPLE TEIIP: AIR C0tlTEllT: 4.5X AIR C0l{TEllT: 4-8I 75 'F AIR TEl,lP: -- "F IIET UIIIT IJEI6HT: 141.0 IIATER AOOEO AT SITE -- GAL. CYt I IIDER IIIFORI.IATIOII 1{0. 0F CYLIIIDERS: 6 CYLIII0ER SIZE: 6"x 12" TIr4€ CYLIIIDERS CAST: 4:30 Pll IJHERE CAST: On-Site cuRlilG IltFoRltATt0l{ IilITIAL CURE: 0n-Si te DATE RECEMD AI LIB: ---FIELD SToRAGE FACILITIES: Insulated Cure 8ox BY: Ken Lacroix l,lll{/HAX AGE DAYS DATE TESTED TOTAL LOAD (t8s) OIAI'IETER ( IilCHES) AREA (sQ ilr) CottP.STR. (PSr ) TYPE OF FRACTURE CYTII{DER VE I6HT (LBS ) CYL IIIDER UNIT YEIGHT (PcF) 7 7 ?8 28 28 26 9-26-94 9-26-94 l0-17-94 t0-27-94 10-17-94 10-17-94 101,000 92,000 126,500 125,500 t 28,000 l?6,500 5.99 5.99 5.99 5.99 5.99 5.98 28.18 28. t8 28.18 28.18 28.18 28.09 3580 3260 4490 4450 4540 4500 con/spl it con/spl it snear shear con,/sPl i t shear OES IGI{ STREIIGIH 4OOO PSI O 28 OATS TESTS 8Y LASORATORY PERS(II{I{TL ARE Iil ACCORDAIIC€ UITH APPLICAELE ASTI'I I,IETHODS UIILESS OTHERVISE }IOTTD Sol'lE IllFoRl{ATIoll 0F TEST REPoRT ttAY BE PRoVI0ED By oTHERS REMRKS: COPIES: R,A. llelson & Associates, Inc. i Town of Vail; tlestern llobile; J V A, lnc.; Gwatlmey Pratt Schultz;Ken LaCroix Bobby J. tlays FIELD OE5ERVER APPROVED BY .- CHEN.NORTHERN, INC. @itsutTtilc Eltct ltEERs A[0 S9tEltTIsTs REPORT OF CONSTRUCTION ACTIVITIES T0: l,lECll Enterprlses J08 ll0. 4 178 93-3 MTE: 9-26-94Attn: Eustaguio Corti na P.0. Box 3149vall, C0 81658-3149 DATLY REP0RT ll0. 91 SHEET I 0F 2 PROJECT: Liftside Euilding east of llesthaven Drive and lrestln Hotel , South Frontage Road llest, Vail, Colorado. UEATHER COI{DITIOIIS A]{D TEIiPERATWE CONTRACTOR'S COI{STRUCTIOII ACTIVITIES PERSOI{}IEL: llAJ0R EQUIPITIEt{T: ACT]VI TI ES : CHEI{-IIORTHERI{'S SITE ACTIVITIES Stan lliller, Inc. continues placing and cqnpacting lifts on the rrrest side and directly against the pool stai rcase wall. This material ls placed in approxinately lZ-inch lifts, moisture conditioned, then conpacted xith a Sheepsfoot (Botlag) Roi'ler and a Jumpl ng Jack, Approximately 2 feet of ftll has been olaced. l{e tested the area. Both tests passed. lle made three trips as requested; however, they nere only ready for testing once. VERBAL COII|.|Ui{ICATTOil IIITH Earry uas i nfonned of COi{TRACTOR, EIIGINEER, ARCHITECT, th€ test results. 0t,t{ER COPIES: R.A. l{elson & Associates, Inc. J V A, lnc,; Gratlnrey Pratt Schultz Ken LaCroi x FIELD OESERYER Fred R. Cameron APPROVED BY Ai r mutual pFotactlon to cIient3. th. publlc.rd oni'ralvai, .ll r.portr .r.. 3uLlltt.d.t th. contld.ntl.l Fropcrty of oar cll.nt5. rnd ruthorlr.tloh fo;;ubllcrtlon ot:iotoarirt. Conclu3lo|rr or aitractr irorn or rogardlng otrr r.por'ta lr r.r.rv.d panallng our t"lttan rPptovrI. Sahpl.B rlll b. d{aporad of.tt.r t.5tlng l3 compl.t.C unlati other rrFrng.|t|ant! rrc.gr.rd to In rrltlng. A h.n6cr of th. [I! group ot cor|p.nl.3 CHEN.NORTHERN, INC. coNsulltr{e HtBtnEERs xtD sctEnrtsts REPORT OF FIELD NUCLEAR DENSITY TESTING A3 | n{.turl pi.ot.ctlo$ to c'll.ntr, the puhtle rnd ourstlvGr .ll r..por.ti rrc lulrnltt.d rr th. eohfld.ntl.l Fiopcrty ol our cll.ttt5, and ruthoilErtlon to|" pgbllc.tlon ot rtatdEnt, conclualon* or.ttrrctr fr.oit or r".r|rdl ng gur raPort3 ls r.3.Fv.d- F.ndlng our ||rltt.r rppiov+l. SaIFlaa rlll be dlrFoacd ot.tt.r tart{ng 13 corpl.t.d unl.rs oth.r. .rrangrd.rtt ar'a rgre.d to ln rfltrtlg. A r|.arbar ot th. !U giosp of aofiprnl.t T0: l{Ecll Enterprises JoB ll0. 4 178 93-3 0ATE: 9-26-94Attn: Eustaquio Cortina P.0. 8ox 3149Uail, C0 81658-3149 0AIIY REPoRT fto. 9l SHEET Z 0F z PR0JECT: Llftside Buiiding, East of t{esthaven Drlve and llestin Hotel, South Frontage Road }fest, Vail, Colorado. SPECIFICATIOII COI{PACTIOI{ & }IATERIAL tlllilllul.l REOUIRE0 II{-PIACE DEIISITY: 95I AS OEIERilINE0 8Y: AST|{ 0-698 C0I{STRUCTI0II COI{IRACTOR: Stan llilier, Inc. IEST t0CATI0llS UERE SELECTED BY: Chen-l{orthern TYPE AllD l{Ul,lBER 0F EARTH IOVII{G ttt{ITS: l{ot Obsened TYPE At{0 llttrlBER 0F C0llPACTlOl{ Ut{lTS: 8ol,tag Sheepsfoot, Junrpi ng Jack THICK|IESS 0F LIFT: 12" lilETHoo 0F ADDIIIG I{0ISTURE: l{Ul,lBER 0F PASSES: As Requi red rEST 1{0. LOCATIOII Pool Stai rcase llal I OROEPTH ELEYATIOl{ (FEET) PERCEITT (RELATIVE/ ilru(Iltul'l) OETAI]IED SOIL TYPE l1$(Illull Df,Y DEl{SITY (pcf) oPTlttlrlN I.IOISTURE c0lrT€l{T $) DEI{SITY (PcF) H0ISTURE coilTEilT' (tl 22 23 30' South of l{orth ldal I , 15' Uest of East tlal I l0' South of ]{orth tlal l , l0' Uest of East llal I ?'Above Footing Z'Above Footl ng 121 .8 lal.8 n.5 119.8 120.8 7.9 8.5 98 99 Sandy Gravelly Cl ay Sandy Gravel ly Cl ay FI,ILL TII.{E OBSERVATIOII X PART TII.IE (|BSERVATTOII rnts REEFi-FREsrlrs oprntoits Fonmo As A RESULT oF oun o65EE-vlrro+s oF FILL FL cE E{T. r.E HAvE aELTED o lrE coNrRAcroR To €OTITI}IUE APFLYTTIO 'HE RE@II,IENOEO Cd{PACTIVE EFFORT A}IO }OISIURE TO FILL Ot'lRtl{G THE TIIIIS |{l{€ OT'R OBSERVER IS IIOT OBSERV] 6 OPERATIOT{S. 'ESTS ANE HADE OF THE FIIL ON{I.Y AS BELIEV€O NECESSAf,Y TO CALIBRAIE OI'R OSSERVER'S .'UOGEMEI{T, IESI OAIA ARE IIOT THE SOLE SASIS FOR OPIflI6TIS OII YTI€IHER TH€ FILL TIEETS SPECIFICATTOTIS. THE IIUCLEAR DEIISOIIE'ER }ISTHOD OF TESTIIIG T'AS USED II{ SUESTAI{TIAL ACCORDAI{CT UITH AST}I 02992 AND D3OI7. PRELII{I|{ARY 0BSERVATI0I{S Al{0/0R TESI RESULTS VERBALLY REPORTED T0: Earry PROGRESS REPORT: CoPIES: R,A, tlel son & Associates, Inc.i J V A, Inc.; Grathrcy Pratt Schultz; Torrn of Vai l I Ken LaCrolx Fred R. Cameron FISLD OBSERVER APPROYED BY CHEN.NORTHERN, INC. COISULT IIIG EIIGIIIEETS AID SCIETTTSTS REPORT OF CONSTRUCTION ACTIVITIES T0: l{EC Enterpris$ JOB ilO. 4 IZO 93-3 OATE: 9-27-94Attn: Eustaqulo Cortina P.0. Box 3l'19Vail, C0 81658-3149 DAILy REpoRT't{0. 9? SHEET I 0F z PR0JECT: Liftside Bullding east of I'lesthaven Orive and Vestin Hotel , South Frontage Road Uest, Vail, Colorado. UEATHER COI{DITIOI{S AI{D TEI.TPTRATURE COTITR'CTOR'S COIISTRUCTIOTI ACTIVITIES PERSOI{IIEL: r'tAJ0R EQUTPHEITT: ACTIVITIIS: CHEI{-IIORTHERII'5 5ITE ACTl YITI ES ye arrived on-site as requested. Stan lliller, Inc. contlnues placing and csryacting native flll on the west side of the pool staircase. Approximately 4 feet of flll has been placed. Ve tested the last llft and both tests Dassed. VERBAL COI4I{I,}I ICAT IOII T'I TTI COIITRACTOR, ETIGI TIEER, ARCHITECT, Jeff Kelly was i nfonned of the test results. 0ln{ER CoPIES: R.A, llelson & Assoclates, Inc. J V A, Inc.i Gwat}xey Pratt Schultr Ken Lacroi x FIELD OBSERVER Fred R. Carcron APPROVEO BY As r ||irtnr'l Frotactlo|] to cllent3, thc pnbllc .nd out3ely.3, .ll r.port. an. *ubolttad ar th. confldcntlrl Proparty of our clltnts, .!d rsthor{:atldr for pr.bl lcrtlon of airtfir.irt. Corcluslora ot .itr.ctr ir.odr or F.g$dlng out toportr lr rot.rv.d prndlng our r,n'ltt.n lpPt.oY.l . SarFlca rltl b. d{*po.cd ot.ft.r ta3tlng l3 cofipl.tad rnlc.i oth.r rri.ng.nEntr .rc agr..d to tn *rltlng. A o.rb.r ot th. gI! grosp ot co|np.nl.B o CHEN.NORTHERN, INC. co{suLTlflG El{Gtue€ts aaD sct€i{tlsts REPORT OF FIELD NUCLEAR DENSITY TESTING Aa a duturl prot.ct{or to cllGnt3, th. }ubllc .nd otrrclvasi all t.por.t: rr. lubhlttrd !3 th. cotrtldantl.l propcrty of o{li cll.rt3l rnd althorl2rtton for publtc.tlon of 3totan nt. conclrrlons or artr.ct. trofi or r.grr-d{ng our r.poFts la raa.t'v.d- pcndlng our {rlttan rPprovrl. Sanplas Elti ba dlipo3rd of !ft.a tartlng 13 c.ripl.tad unl.r3 oth.r ar.rangdrant3 .ri rgF.ad to ln nrltlng. A lr.|*rr ol th. !!! group of cdiprnl.s T0: liECl,l Enterpri ses JOB 0. 4 r78 93-3 DATE: 9-27-94Attn: Eustaqulo Cortina P.0. Box 3149VaiI, C0 81658-3t{9 oAILY REPoRT tl0. 9? SHEET z oF 2 PR0JECT: Liftside Building, East of llesthaven Orive and Vestin Hotel , South Frontage Road fest, Vail, Colorado. SPECIFICATTOI{ COI.IPACTIOII & ITATERIAL illllll'ltfl REQUIRED II|-PLACE DEI{SITY: gsI AS DETERIIII{E0 BY: ASTl,l 0-698 COI|STRUCTI0|I COIITRACT0R: Stan lliller, Inc. IEST L0CATI0IIS VERE SELECTED BY: Chen-liorthern TYPE AI{D I{UI'I8ER OF EARTH IIOVIIIG UIIIIS: TYPE A]{D IIUI'IBER OF COIIPACTTOII Ui{IT5: I{ETHOD OF ADDII{G I,IOISTURE: llot Observed l{ot 0bserved THICKIIESS 0F IIFI: llot Observed tlUilBER 0F PASSES: As Requl red TEST tto. LoCATI0t{ OTPTH OR ELEVATIOII (FEET) rl iL0 PERCTI{T (RELATIYE/ llAxIilu.l) OBTAIIIEO SOIL TYPE l.tD(1I'tuH DRY DEI{SITY (pcf) 0PTIXljfil I.IO I S TURE c0 TE 1{T (s) DRY DEI.|SITY (PCF) f,lo tsIuRE c0flTE1{T (s) ?4 25 15'South of t{orth i,lall, 6' t{est of East ilal I I' South of llorth Vall, l0' lrest of East Ua1 l 4'Above Foot i ng 4' Above Footi ng l?1.8 121.8 'lr < 1l.s 121.8 120. 0 10. I tz.8 100 99 Sandy Gravelly Cl ay Sandy Gravelly C'lay FULI TIiIE OESERVATIOI{ X PART TIITE OBSERVATIOI{ Tnts RftT?-pnEsE Ts oprxro.rs FoRllEo As A nEsull oF oun oEEEffirrors oF FILL plAc€lcr{t. t{E HAVE nELtED o$ THE cofitmcroR ro @flTlNUE APPLYII{G T}lE Rgcotf.lE DEo COa.IPACT'VE EFFoRI ANO IOISIURE lo FILL IXJRttlG Tt{E TIl.lES lrHEtl OUn OBSEnVER lS l@T OBSERVING OPERATTONS. TESTS ARE I.IAOE OF THE FILL OTILY AS B€LIEVED }IECESSARY TO CALIBRATE OUE OBSERVER'S JTIDOET|EflT. TEST DATA ARE }IOT IHE SOLE EASIS FOR OPIHIOIIS O'{ iJI{ETHEN TH6 FILL IIEEIS SPECTFTCAIIOT{S. IHE I{UCLEAR DEI{SOI,IETER ilTIHOD OF TESTIIIG UAS USED II{ SUBSTAT{TIAI ACCORDAilCE UITH A5TI'I 02992 AI{O 03017. pRELIIIIIIARY OESERVATIOIIS AllO/OR TESI REsUtTs VERBALTY REPORTED T0: Jeff Kelly PROGRESS REPORT: C0PIES: R.A. l{el son & Associ ates, lnc.i J V A, Inc.t Gwathpy Pratt Schultz; Town of Vail; Ken LaCroix Fred R. cameron FIELO OESERVER APPROVED 8Y o t CHEN-NORTHERN, INC. co{st tTI}tG ErGt[EERs AID SCIEilItSTS REPORT OF CONSTRUCTION ACTIVITIES T0: llEcl,l Enterprises JoB t{0. 4 ll8 9i-3 DATE: 9-28-94Attn: Eustaquio Cortina P.0. 8ox 3149Vail. C0 81550-3149 DAILY REPoRT tto. 93 SHSET I 0F 3 PR0JECT: liftside Bullding east of yerthaven Drive and l{esti n tlotel , South Frontage Road Uest, Vail, Co'lorado. UEATHER COIIDITIOI{S AIID TEIIPERATUR€ CSilTRACTOR'S COIISTRI'CTIOII ACTIV ITIES PERSO[ilEL: I1AJOR EQUIPIIEIIT: ACTIVIIiEs: CHEII-IIORTHERI{'S SITE ACTIVITIES tle rnde tuo tri ps out to L i ftside the anea to the uest of the pool then, All final tests Dassed. as requested today, stai rcase wal I . l,le Stan lli ll er, lnc. tested inten lttent conti nues to backfi ll I ifts as they placed YERBAL COI.'I.IUI{ ICATIOI{ I'ITH COI{TRACTOR, II{GII{EER, ARCHITECT, OUI{ER COPIES: R.A. llel son & Assoclates, Inc. J V A, Inc.: Guathley Pratt Schultz Ken LaCrolx FIETO OESERVER Fred R. Caneron APPROVED BY Ar I trutu.l protrctlod to cll.ntr, th. Fubllc.nd nurilva3r rll i.portr ..e rutnltt.d .t tha co'|fld.ntl.l ProP.rty of out.cll.nt3, rld iiiti"iiiii i "i' i"-" pu'ut t"it t"i'- i?-ldri.r'rci'i. conlrrrronr or ritrrctr fran or mgii-fn! our rcportr lr i.r.rv.d icndlng our rFltt.n .Fprovli. S&gl.r ratll bG ditpo3rd ot rft.r tortlng lr cotrDlrt.d sDl.ai olh.r .rtangdn ntr ar. rgre..l to ln |iiltlng. A fi.rbar. of th. !I! grorp oa conp.nl.r a CHEN.NORTHERN, INC. cot{sult!}|6 Et{6t EERS ArO SCIE!|TISTS REPORT OF FIELD NUCLEAR DENSITY TESTING Aa . tttal protrctlon to cllant3, tb. pgtllc rnd osrr.lva3, .ll r.portr .ta autmlttad a3 th€ confld.ntltl Proparty of otlf cllcntt, a.d sutlroritrtaon for. Fubllcatlon ol rtataoEnt, co6clu3lort or artiactr fl.om or ragaidlng olr r.eportr l3 i.sarved Pa||dlng our nilttcn.pprov.l. S{rFlar itll b. dlrpor.d ot aft.r ti.tlng l3 codplatad snl.ts oth.r lrrangdnantr.rG rgr.€d to lr }.rltlng. A r.r5.r ot th. !f! group of cod|P.nl.. T0: htcll Enterpri ses JoB l{0. C 1zg 93-3 DATE: 9-28-94Attn: Eustaguio Corti na P.0. Box 3149Vall. C0 81658-3149 DAILy REPoRT ilo. 93 SHEET Z 0F g PR0JECT: Liftside Building, East of l,lesthaven Drive and tlestin Hotel , South Frontage Road Uest, Vail, Colorado. SPECIFICATIOTI COWACTIOII & I,IAIERIAL tlll{Il{Ul,l REQUIR€D Ili-PtAcE DEI{SITY: 95X AS OETERltlIl,lEO 8Y: ASTr,l D-698 C0I{STRUCTION C0I{TRACT0R: Stan l,liller, Inc. TE5T LocATlolts IIERE SELECTEo By: Chen-ftorthern TYPE AllD flt H8ER 0F EARTH t10Vl1{G UiIITS: I Loader TYPE AllD ilWBER 0F COIiPACTI0!{ U[{ITS: I Sheepsfoot, I Junping Jack THICKI{ESS 0F LIFT: 12": llETll0D 0F ADDIIIG II0ISTWE: Uater Hose llUllBER 0F PASSES: As Reout red nsT lto. tocATJ0r tlest of Pool Stai rcase DEPIH OR T LEVAT I OII (FEET) PERCEI{T (RELATIV[/ HAXI Uil) OBTAIIIEO SOIL TYPE l,rAx I ilur4 DRY 0E[s ITY (pcf) I,IOI STURE COilTEilT (x) DRY DEI{SITY (PCF} rl0lsTuRE CONTEIIT 26 27 28 29 25' South of llorth lJal l, 20' lJest of East l{al I 5' South of l{orth Uall , 5' ll,est of East llal I 3' South of l{orth llal I , 8' tlest of Erst Ual I 20' South of l{orth llal l , 3' llest of East Ual l 6' Above Footi ng 6' Above Foot i ng 9' Above Footi ng 9'Above Footi nE I o 8 lzl r21 1?1 t?1 R 11.5 lr.J 11.5 ll.5 I 5 u7 il8 119 t20 8.6 8.5 9.5 8.6 97 98 99 98 Sandy Gravelly Clay Sandy Gravel ly Clay Sandy Gravelly Cl ay Sandy Gravel ly Clay FULL TII.IE O8SERVATION X PART TI}'IE OBSERVATIOII THIS REPORT PR,ESEXTS @IHIONS FO&IED AS A iESULT OF O{JR O$S€RYAIIOIIS OF FILL PLACEI.ICRT. IIE }|AVE RELIEO ON TIIE CON'MCTON TO COTITINJ€ APPLYII{G THE REC$, E DED COI{PACTIVE EFFOR' ANO T('ISTURE IO FILI D{'RIII6 THE IIIIES I'IIEfl Ot'R OSS€RVER IS I{OT OESERVIICOPENAIIO{S. TESTS AiE I{ADE OF THE FILL OIILV A5 SELIEVED ECESSARY fO CALISRATE OTIR OBSENVER'S JUOGEHE]I'. TEST DATA ARE IIOI IHE SOLE SASIS FOR OPttItOt{S Oi{ UH€IFEE THE FILL MEETS SP€CIFICAIIOTIS. THE ]{UCLEAR OIIIS()I'IETER iIETHOD OF TESTII{G }'AS USED II{ SUBSTA]ITIAL ACCORDAIICE UITH ASTI'I 02992 ANO D3017. PRELIiIII{ARY oBSERVATIOI{S AI{D/0R TEST RESULTS VERBALLY REP0RTED T0: Jeff Kelly PROGR,ESS REPORT: C0PIE5: R.A. i{el son & Assoclates, Inc.; J V A, Inc.; Guatlmey Pratt Schultz; Tonn of Yail; Ken LaCroix Fred R. Cameron FITLD OOSERVSR APPROVED BY T0: l,lECfi Enterprises JOB t{0. 4 178 93-3 DATE: 9-28-94Attn: Eustaquio Cortl na P.0. Box 3149vall, C0 81658-31,fs OAILY REP0RT ttO. 93 SHEEI 3 0F 3 PROJECT: Llftside Euildlng, Erst of gesthaven Drlve and l{estl n Hotel , South Frontage Road gest, Vall, Colorado. rEST l{0. LOCATIOII DEPTH OR ELEVATIt|il (FEET ) PERCEIIT (RETATIVE/ l.tAI I l'tutl) 0BlAri{tD SOII TYPEDRY DEIISITY (pcf) oPTIl,tuli HOISIURE c0lrrEilT (x) DRY oEns tTY (PCF) I.IOISTURE c0ilTEt{T (r) 30 3l Si der+al k, PI anter St desal k , Pl anter tlest t|est I' Bel ou Fi ni sh 6rade I'Belon Fi ni sh Grad€ 121 .8 t?L .8 lt ( 1t q 119.8 120 .4 t.3 EE 98 97 Sandy Gravel ly Cl ay Sandy Gravel ly Cl ay COPIES: R.A. l{elson & Associates, Inc. J,V.A., Inc,; Town of Vai'l 6*athrEy Pratt Schultz; Ken LaCroix Fred R. Cameron FIELO OESERVER APPROVEO BY CHEN-NORTHERN, INC. cof{sulTtl|G E]tctt{EERs At|o sclErtts?s REPORT OF FIELD NUCLEAR DENSIW TESTING A3. uturl protactlon to cll.[t3, thc prbllc.rd ouraalv.i, all r.porta rpc rubnltt.d at thc confld.ntl.l FroParty of oqr cll.ntr, .nd .uthorlzitlon toi lubllcrtlon of atrtcocnt, conclurlonE or artr.cta frofi or r.g.rdln9 osr rcports it raiarvad p.ndlng our wrltt.n r.Fprovll. Srtl|Fla3 r'lll bi dliDorad o{ rlt.r t.3tlng 13 cdrpl.t.d unlati oth.r rFi{ngqiantr .rc .grr.d to ln if{tlng. A [|cfib.r ot thc EI! group ot coo|P.rlcs CHEN-NORTHERN, INC. ooflsut TI[c E||c tEERs AltD SCtEfiTtsTS HEPORT OF CONSTRUCTION ACTIVITIES TO:l{ECil Enterlri sesAttn: Eustaquio Corti na P.0. Box 3149Yail, C0 81658-3149 JOB l{0. 4 178 93-3 DATE: 9-29-94 DA]LY REPORT I{0. 94 SHEET I OF 3 PROJECT: liftside Building east of llesthaven Drive ard Vestin Hotel , South Frontage Road llest, Vail, Colorado. I'EATHER COI{DITIOI{5 AI{O TEI,IPERANNE COIITRACTOR'S CONSTRI'CTIOI{ ACTIVITIES PERSOT{IIEL: ltAJ0R EQUIPItEt{T: ACTIVITIES: CHTII-IIORTHERII'S 5ITE ACTIVTTIES Stan i{lller, Inc. continues placing fill west of the pool staircase. l,re made two trips as requested to test intemittent lifts. A telephone trench was cut approxinately 35 feet south of the pool stai rcase. l{e performad tests on thls trench on the surface. Approximateiy 5 feet of flll below was placed in l?-inch lifts and condltioned the same as the last (surface) lift. VERBAL COI,I}IUI{ICATIOI{ I'ITH COI{TRACTOR, EI{GIIIEER, ARCHITECT, OUI{ER COPIES: R.A. J V A, Inc.; llelsofi & Associ ates, Inc. Ghtathley Pratt Schul tz Ken Lacrol x FlELO OBSERVER Fred R. Cameron APPROVED 8Y Ar I utual trot.ctlon to cll.ntr, thc pqbllc.nd oursllva3. rll raportr.rG .obnltt.rl .. th. confldantlal pr oPar^ty ot our cllant3' .nd.uthorltrtlon for publlcatlon of ttrtdr.nt, Concluilon3 or.rti.ct3 {rofr or rcgardlng osr !.tort3 li rararvad pandl n9 our r,arltt.n rpFioarl,s!|nFlat r.lll ba. dl3!o3ad of attar t.ttlng la complet..l snl.!3 oth.r rrr.ngctncnt!! .t. agr!.d to ln rlrltlng.A mdrb.r of th. EI! group of c<ftprnl.r T0: ilECil Enterprises JOB 0. 4 178 9g-3 MTE: 9-29-94Attn: Eustaquio Corti na P.0. Box 3149Yail, C0 81658-3149 OAILY REP0RT lt0. 94 SHEET Z 0F g PR0JECT: Llftside Building, East of l{esthaven 0rive and llestin tlotel , south Frontage Road tJest, Vall, Colorado. SPECIFICATIOII COIiIPACTIOI{ & iIATERIAL Itmlr,ttt't REQTJIRED Iil-PtAcE DEilslTy: 90x As DETERI4IilED 8y: ASTl,t D-698 CollSTRUCTIoll C0I{TRACT0R: Stan tililler, lnc. TEST LoCATI0IIS IJERE SELECTED BY: Chen-t{orthern TYPE At{D tlUltlSER 0F EARTH lil0Vlll6 tll{ITS: I Trackhoe TYPE Atl0 llUliBER 0F C${PACTI0i{ UiIITS: T}ltcKl{ESs 0F LIFT: r2" llETH0O 0F ADDIIiS l{0lSTWE: WBER 0F PASSES: As Required TEST N0. LOCAIIOI{ tlest of Pool Stai rcase DEPTH OR ELEVATI OII (FEET) PERCEI.IT (RELATIVE/ r.rAIIilt lr) OBTAIIIED SOTL TYPE ilAKIr,ttsl. DRY OEIISITY (pcf) l'r0t sTURE COIITENT (r) ORY OEiIS ITY {PcF) r{0IsluRE c0 TEltT (x) 32 JJ 34 15' South of llorth llall, 8' tlest of East 9al I Z0' South of l'lorth tlall, I' tlest of East Llal l l0' South of florth Uall, l5' Uest of East Ual I 10'Above Footi ng l0' Above Footl ng ll'Above Footi ng 121 .8 l?1.8 t21.8 u.s 1l .5 Il.s 117 L!7 tlo 0 o o 8.0 qq eq 98 95 97 Sandy Graveliy Clay Sandy oravel ly Cl ay Sandy Gravelly Clay FULL TII'IE OBSERVATIO}I X PART TII.IE OBSERVATIOI{ THIS R€POR.PRESEIIIS OF!'IIONS FOT'.I€D AS A E€SULI OF OUR OSSERVATIOIIS OF FILL PLACEI.{EI{I. VE HAVE NELIEO ON 'H€ COI{TRACTOR TO coirrrlu€ ApPLYt[e IHE R€corfitEt{oEo corPAcltvE EFFoRt Al{o lmtsTuRE to FiLL ouRlt|B THE rlfiEs r{{EH oue oDSERVER rs ol oasanlll|G OpERATIOIIS. TESTS ARE l.lADE OF tHE FlLL otalY AS DELIEV'D ll€CESSAnY TO CALISRAIE otJR OOSERVER'S JUDGE|,6NI. TESI OATA ARE I{oI THE SOLE BASIS FOR OPI IOI{S Ot{ I'IIETHEA tl|E FILL IiEETS SFECTFICA'IOiIS. THE I{UCLEAR OEI{SOI|IETER }.IETHOO OF TESTIIIG IIAS USEO III SUBSTAIITIAL ACCOROAIICT ITITH ASTI'I 0299? AIID D3O1?. PRELIIIIIIARY IIBSERVATI0iIS AtlD/0R TEST RESIILTS VERBALLY REPORTED T0: Kerry, Jeff Ke1iy. PROGRESS REPRT: CoPIES: R.A. ]{el son & Associates, Inc.: J V A, [nc.; Gffatfmey Pratt Schulta; Town of Vall; Ken LaCroix Fred R, Cameron FIELD OSSERVER APPROVED 8Y CHEN.NORTHERN, INC. coa{sulttxc EH6t}{tc[s a]D sctEnTtsTs REPORT OF FIELD NUCLEAR DENSITY TESTING As r nut!.l piotretlor to cll.6tl. th. Frbllc.nd ourrrlvai, rll r.por.t5 lra 3sbm'ttt.d 13 the.olfldcntlrl prop€rty of our cllantt, rnd .qthorleitlon lor Dqbllcrtlon of rlatalant, conclu3lons or fltr.att laa'| oi ..gtrdlrg our rcporta lt r.3.Fv.d pGndlng ot|r wrtttan aFprov.l. Sanplaa nlll ba dlapo!.d of rftar t.ttlng {i €oiplat.d nnl.ti othcr rpraogdn nta.ra lgr..d to l|| flaltlng. A mclt.r ot th. !!l! group ot co|rprnl.t I0: ilECli Enterpris$ JoB 0. 4 l7g 93-3 DATE: 9-29-94Attn: Eustaquio Cortina P.0. 8ox 3l{9Vall, C0 81658-3119 DAILy REP0RT ilO. 94 SHEET 3 0F3 PROJECT: Liftside Building, East of Uesthaven Drive and tlestin Hotel , South Frontage Road llest, Vail, Colorado. TEST 0. L0CATt0t{ Tel ephone Trench DEPTH ON ELEVATIOI{ {FEET} [agoxAToRY I plElo PERCEIIT (RELATIVE/ llAxIHUl'l) OBTAIT{ED SOIL TYPE ilAX ilrUil DRY DETIS ITY (pcf ) 0PTII'ruil I'torsTuRt c0 TEilr (x) DRY DEI{STTY (PcF ) I,IOISTURE c01{TEr{T (x) 35 36 15' South of Pool Stai rcase l{al I Siderralk, UeEt Pl anter 6' Above Foot i ng 6rade t2! .8 121 .8 l1.5 l1 .5 I 120.6 119.5 8.9 8.5 99 98 Sandy Gravelly Cl ay Gravel ly Cl aySandy COPIES: R.A. llel son & Associates, Inc.; J.V.A.. lnc.; Tom of Yail;. &{atlaey Pratt Schul tz; Ken LaCroix Fred R. Caneron FIELD OBSERVER APPROVED 8Y CHEN.NORTHERN, INC. eoi|3uttllr6 El(itt{Eees ale scrEl$tsTs REPORT OF FIELD NUCLEAR DENSITY TESTING A3 . |!r|tt|.l Piotrctlot to clllnt3, tha publlc.nd ourralvaa, rll r.porti .r. 3utmltt.d .r th. confld.[t1.1 propar.ty of or,r- ellentr,and authorl:rtlon fof Fsbllcatlon of rtatiDant. conclurlons or .rtractr trolt or rag.rdlnE oqr FaEorti Ir raiarvad p€ndlng our wrltta||.ppt'ov.l. Srrpl.r xlll b. dl3posad o{ aftar t.3tlng l3 coGpl.t.d !nl.s3 oth.r arringrrnrnts.r. igraad to In yr.{tlhg. A hiDbor of th. !I! grFoop ol codp.nlaa CHEN.NORTHERN, INC. cotsuLTmc ExctxEERS AID SCtEltTtSTs REPORT OF CONSTRUCTION ACTIVITIES TO:llEcl{ Enterprl sesAttn: Eustaqulo Corti na P.0. Box 3149tail, C0 81658-3t49 JoB ll0. 4 178 93-3 OATE: 9-30-94 DAILY REPORT 1{0. 95 SHEIT 1 OF ? PR0JECT: llftside Building east of l{esthaven Drlve and vestin Hotel , south Frontage Road Uest, VaiI, Colorado. IJEATHER COI{DITIOIIS A}ID TEI,IPERATWE COI{TRACTOR'S COIISIRUCTIO}I ACTIVT TIES PERSOIIl{EL: }IAJ(IR EQUIPI.IEIIT: ACTIVITIES: CHEI{-T{ORTHERII'S SITE ACTIVITIES Stan tliller' lnc. continues placing flll on the west side of the pool staircase wall. Thelarger rock has been picked out of the fill and discarded. A water hose was used to adjurtnoi sture prior to emPacting. R.A. l{eison & Associates, Inc, requested that ue test the liftsto assure compaction. lde performed two tests earlier on the lU; lift and returned later andperfonned tllo additional tests on the 13, lift. All four tests passed. VERBAL COI{TIUI{ ICATIOI{ UITH COI{TRACTOR, EI{GIIIEER, ARCHTTECT, OI{I{ER COPIES: JVA, R.A. l{elson & Associates, Inc.Inc.; Gwatlmey Pratt Schul tz Ken LaCroix FIELO OESERVER Fred R. Careron APPROVED BY i:^:-!y!f:l pFot.c t l.o-n to.cl{.ntr, th. publlc rnd orir.lv.*, ilI rcport. .r. 3sbmtrt.d .. th. conftd.ntt.l pr.or.rty ot our cIt.nt3, .nd :::I:ll tl:: ?n. to". PubI l c.t l-on o{.trt.mcnt. conclullon3 or Grtr.cts irqtr or r.g!r.tl'|g our r.po|.ti ts rircrvcd i.nirng'our rrtttcn appr6vat.>dnpl.. itll b. dltDot.d ot aftar t.stlng lr complct.d unl.i3 oth.r rrrrngroeints rr1 agroei to In fl.ttlng.A h.|rb.r of tha !!! group of cqnp.n{.3- l/' T0: tlEC Enterprlses JoB l{0. 4 178 93-3 DATE: 9-30-94Attn: Eustaquio Corti na P.0. Box 3149Vail, C0 81658-3149 DAILY REPoRT l{0. 95 SHEFT 2 0F 2 PR0JECT: Llftslde Building, East of l{esthaven Orive and irestin Hotel , South Frontage Road Uest, Vall, Colorado. SPECIFICATIOII O(){,IPACT I OI{ & I,IATERIAL llllllllull REQUIRED Ir-PLACE DEIISITY: 952 As DETERI,III{ED BY: A5T}l D-698 C0llSTRUCTI0ll COIITRACTOR: Stan ililler, Inc. TEST LOCATI0IIS ttERE SELECTED BY: Chen-llorthern TYPE AND l{Ul,lBER 0F EARTH }IOVI 116 UIIITS: I Trackhoe TYPE Al{D l{Ul.lBER 0F COIIPACTI0I{ UI{ITS: 1 Sheepsfoot, I Jr,mpi n9 Jack THICKIIESS 0F LIFT: l?'! ttETHoD 0F ADDltlE |,|0ISTWE: llater Hose ltUtlBER 0F PASSES: As Requi red TEST t{0. LOCATIOII Pool Stai rcase DEPTH OR ELEVATIOTI (FEET) LABORATORY FI ELD PERCEIIT (RELAIIVE/ lrAxIr,ruil) OBTAIIIED SOIL TYPE llailr,rur.l DRY DETSITY (pcr) 0PTIltufl I,IOISTURE c0ilTEilT $) t|RY DEIIS ITY ( PcF) I,IOI STURE cofiTEl{r (z', 37 38 5Y 40 3' South of ]{orth tJal I , 5' hlest of Stai r tJal I 12' South of l{orth tlal l , I' lJest of Stai r Ual I 5' South of florthllall. 8' tJest of Stat r Ual I 15' South of , l{orth UalI , 3' Vest of Stai r tlal l 12' Above Footi ng 12' Above Footi ng 13'Above Footi ng 13'Above Footi ng l2l .8 121 .8 121 .8 l?l .8 rl.) 1l .5 ll.5 ll.5 Lt7 116 119 I 0 2 2 t18 9.8 10.2 10.5 Il .0 9b 96 98 97 Sandy Gravel ly Cl ay Sandy Gravel ly Clay Sandy Gravel ly Clay Sandy Gravel ly Cl ay FULL TI}IE OBSERVATIOI{ X PART TTI.{E OB5ERVATIOII IHTS REpoRT PRESE TS oPI to}Is Fotr.IEo As A RESULT OF oUR oSsERVATtot{s oF FILL PLACET.IENT. UE HAVE RELTEO OII THE @II'RAGTON IO CONTINUE APPLYIXG THE NECOT'.G1{OSO CO,IPACTTVE €FFORT A D I{'ISTURE TO FILL DURIIIG THE TIMES TJHEH O{'R OBSERVER IS I.|oI ODSERVI'IG OPERATTOI{S, TESTS ARE t,tAD€ OF THE FILL ONILY AS SELIEVED IIECESSARY IO CALIBRATE OUR OESERVER'S JUDG€HE}IT. TEST DATA ARE '(}TTHE SOLE BASIS FOR OPII{IO'{S Ot{ VI'ETHER THE FILL I{EETS SPECI FICATIO'{S, THE I{UCLEAR DEI{SO$IETER I.IETHOO OF TESTTilG !'AS USED II{ SUBSTAI{TIAL ACCORDAI{CE UITH ASTH 02992 AI{D D3OT7. PRELIf,III{ARY oEstRVATIollS AI{D/0R T€ST RESULTS VERBALLY REP0RTED T0: Kerry PROGRESS REPORT: COPIES: R.A. liel son & Associ{tes, Inc.; J V A, Inc,; Gwathney Pratt Schultzl Town of Vall: Ken Lacroi x Fred R, Camron FIELD.OBSERVER APPROVED BY CHEN-NORTHERN, INC. cot{suLTt[G E cIREERS ArD SCt€ ltSrS REPORT OF FIELD NUCLEAR DENSITY TESTING A3 r rutual p.ot.ctton to cll.rta, th. prbllc .nd ouf3clv.3, rll raportr rrc 3ub|n{tt.d .s thc conf{d.ntlal ProParty of-ou; cllant!. rnd.uthorlr;tlon foi publlc.t106 ol 3trtanEnt, eonclu3lona ar artaagti fron or iagardlng our raFort3 - l5 E.iarvrd- p.ndlng our rrltt'n rpFrovil. Sampl.3 |.lli bc dirpoi.d of aftar ta3tlnE la cooel.tad srlati othar rffanEdrant! ar. rgra.d to ln ||'ltlng. A ne ber ol th. [I! gror.p of c.np.n{.t l CHEN.NORTHERN, tNC. co suLTmc EIGI||EERS AID SCIE|rTISIS REPORT OF CONSTRUCTION ACTIVITIES T0: f.lECl,l Enterprises JoB 0. 4 l7B 93-3 DATE: 10-3-94Attn: Eustaquio Corti na P.0. 8ox 3149vail' c0 81658-31'19 DAIty RtpoRT ilO. 96 SHEET I 0F z PR0J[CT: Ltftslde Building east of l,lesthaven Drlve and Uestin ltotel , South Frontage Road ttest, Vail, Colorado, T,EATHER COIIDITIOIIS AI{D TTI{PERATURE COIITRACIOR'S COIISTRUCTIOI{ ACTIVITIES PERSOIII{EL: llAJOR EQUIPilEI{T: ACTIVITIES: CHEII-I{ORTHERT{'S SITE ACTIVITIES Upon our first vislt to the jobslte, we net with Jeff Kelly. Jeff i nformed us thdt Stanl4iller, Inc. vtas not ready for another test next to the pool stair wall yet, and requested that tre return ln three hours. Three hours later, still no fill progress next to the pool stalrwall. Jeff requested testing in a few areas on th€ north side of the building. All finaltests passed. 0nly 90* was requi red in smte areas. VERBAL COIT.IU}IICATIO}I YITTI COIITRACTDR, FI{GII{ETR, ARCHTTECT, OUNER COPTES: JVA. R.A. l{elson & Associates, lnc.;Inc.; Gwattney Pratt Schultz i Ken LaCroi x FIELD OBSERVER Fred R. Cameron APPROVEO BY A! . |!utq!l proi.ctlo!! to cllcntr, th. publlc and ourr.lv.rr .ll r.porta .r"G lrbdltt.d a5 th. conttd.rtl.I propcr.ty of our cllant.. .nd.uthariz.tlon for pqbtlcatlon 9f it.tai.nt. Conclu3lonr or axtrrcti,ron or r.grrdlng our r.port3 lr r.r.Fvad iandlng our *Elttan approvrl.S!itpl.3 nlll-b. dl.pot.d of.lt.r t.itlrt l! cornpl.t..l qnl.at oth.r rrnngrnrintr rir rgreo'd to ln xrttlng. - A m.nbar of tlr. !l!E group of coip.nlr. CHEN.NORTHERN, INC. coflsuLtl 6 Er{ct EEns Ar{D SctEtfTtsls REPORT OF FIELD NUCLEAR DENSITV TESTING A3 i nrtu.l prot.ctlon to cllantar th. publtc.nd our..lv..r .ll r.port..i. jubnlttad at tha confld.nt{.I property of out'cll.nta. and a{thorl:atlon fo. publlc.tlotr of atrtftrnt, conclualona or .xtrrcta fror or ragardlng orr r.poFts lr r'.3crved p.ndlng osr rrrltt.n .FpFovrI. Sampl.t ||lll b. dlrpo..d ot rft.r t.ttlng Ir coftpl.tad unlcrt oth.r arrrnga.ntt.r. rgF..d to lr Erltlng. A t!.trb.r of thr !![ group of conto.nlc3 T0: l{EC}l Enterprises J08 ll0. 4 178 93-3 IIATE: 10-3-94Attn: Eustaquio Corti na P.0. Box 3149Vall, c0 816s8-3149 DAILY REP0RT t{0. 96 SHEET 2 0F 2 PR0JECT: Llftside Building, East of ldesthaven Drlve and Yestin Hotel, South Frontage Road Uest, Vall, Colorado. SPECIFICATIO COI.IPACTIOI{ & UATTRlAL tlllllllUll REQUIRED II|-PLACE DEI{SITY: 901 and 951 AS 0ETERl.lIllEO BY: ASTII D-690 C0I{STRWTIO]{ C0I{TRACT0R: Stan }liller, Inc. TEST L0CATIOI{S I{ERE SELECTED 8Y: Chen-l{orthern TYPE AllD I{UHBER 0F EARTH }loVI l{G UI{ITS: Loader, Eackhoe TYPE AtiD t{UilBER 0F CO}iPACTI0I{ UflITS: Jumping Jack THICKI{ESS 0F LIFT: l2"l i|ETHOD 0F ADDII{G ll0lSTURE: llater Hose t{Ul.lBER 0F PASSES: As Required TEST lto. LOCATIOI{ D€PTH OR ELEVATIOI{ ( FEET) tAEORAT()SY FIETO PERCEl{T (RELATTVE/ l,mxIilut'r) OBTAIT{ED SOIL TYPE l,tAx I ttutl DRY DEI{S ITY ( pcf) 0PT Ir,rul.r I,IOISTURE c0l{TEIT(rl DRY DEI{S ITY (PCF) IOISTURE cor{TEflT (r) 41 42 43 44 Ramp to Trash Doors 5i dewal k , Uest Pl anter Sidewal k, l{est Pi anter Pl anter Grade 6rada Grade 6rade t2l .8 t?1 .8 121 .8 r21.8 u.5 11 .5 t! E 1l .5 118.6 I16.9 tl7.z 113.0 7.0 t-h 8.2 5.2 97 YO 96 93 Sandy Gravelly Cl ay Sandy Gravel ly Cl ay Sandy Gravel ly Cl ay Sandy Gravel ly Clay FULL TII4E OBSERVATIOI{ X PART TIITE OBSERVATIOII 'HIS f,€FORT PRESE}{fS OPIXIN|S FONfl€O AS A RESULT OF d'N OBSENVAIIo|IS OF FILL PLACE}iE{T. i'E I{AVE R€LIEO O}I THE COIITRACTOR TO CoHTIlluE APPLYII.|G TtlE RECoI+lEfloE cofiPAcllvE €FFORI All0 HOISIURE rO FILL orJRlr{G l}lg Ttr,l€S I.HEN O{rR oBSERVER Is l{Ot OBSERVIIG OPERATIOIIS. TESIS ARE }|ADE OF THE FILL OIILY AS SELIEYED HECESSARV IO CALIERATE OUR OISERV€R'S JODGEI"EIII. T€ST DATA ARE TIOT 'HE SOLE BASIS FOR OPTNIO}IS OI{ IIIIET}IER THE FILL I.IEETS SPICIFICATIOHS. THE I{UCLEAR DEIISoHETER HETHoO 0F TESTI}IG t,AS USED lll SUBSTAiITIAL ACC0RDAI|CE UITH ASTII 02992 AllD 03017. PRELII,III{ARY OBSERVATIOiIS A1{D/0R TEST RESULTS VERBALLY REPORTED T0: Jeff Kelly PROGRESS REPORT: COPIES: R,A. llelson & Associates, Inc,; J V A, Inc.; G athrcy Pnatt Schultz; Town of Vail; Ken LaCroix Fred R. Caneron FIELD OESERYER APPROVED BY CHEN-NORTHERN, INC. CONST'TTIIG EXGIIIEERS E SCIEIITISTS REPORT OF CONSTRUCTION ACTIVITIES T0: llECl.l Enterprlses J08 tlO. 4 178 93-3 DATE: 10-4-94Attn: Eustaquio Cortins P.0. 8ox 3ltl9Vail, C0 81658-3149 DAITY REPoRT l{0. 97 SHEET I 0F I PR0JECT: Liftside Bullding east of yesthaven 0rive and llesti n t{otel , South Frontage Road gest, Vail, Col orado. UEATHER COIIOITIOIS AtIg TEITPERATRE CO}ITRACTOR'S Cil5TRUCTIOII ACIIVITIES PERSOIIilEL: }IAJOR EQUIPHET{T: ACTIVITIES: CHEI{-IIORTHERI{'S SITT ACTIVIII ES Upon our third visit to the Jobsite today, the concrete arrived. of cylinders. The concrete ret specifioatlols for slurflp and tsrorrow (october 5, 1994) to pick up the cured cylind,ers. pl aeorcnt lo6tion). Jeff Kel I y request€d tv.o sets air content. l{e will return (See concrete paperwork for VERBAT COI.II.IUTIICATIOil T'IIH COI{TRACTOR, EI{CII{EER, ARCHITECT, OIII{ER COPIES: JVA, R.A. l{el son & Associates, Inc.lnc.; Gwattmey Pratt Schul tz Ken la0roi x FIETD OBSERVEI Fred R. Cameron APPROVED BY A3 a uturl prot.€tlon to cllanti, th. publlc rnd oura.Iv.r, .ll report3 rre ruhl|tltt.d aa th. conftd.ntlrl Prop.rty of our^cll.rt3' .nd r.rtioiiiiiioi ior purrrcrlron oi iietencit, conclur{oni or citrrcts ircn or rcaordlng our r.portt l. rrt.rv.d FrndtDg our wtltt.n.PProv.l. Srwlaa wltl bG dirpoi.d ot aft.r t.3tlng li complat.d unl.sr othar .rrrng.fiaEtr .ra rgr..d to ln irltlng. A-ri.|nbar of th. !I! g?oup of co.iprn{.3 CHEN-NORTHERN, INC. c! slrLT I ltc Eltct[EERs AID SctEltrtsrs REPORT OF CONSTRUCTION ACTIVITIES T0: l,lEcll Enterprises JoB 0. 4 l7B 93-3 DATE: 10-12-94Attn: Eustaquio Corti na P.0. 8ox 3149Vall, C0 81658-3149 DAIIY REPORT ]t0. 98 SHEET I 0F z PR0JECT: Liftside Building east of Vesthaven Drive and lfestin Hotel , South Frontage Road tlest, Vail, Colorado. IJEATHER COIIDITIOIIS A'IO TEI,IPERATURE COTITRACTOR'S COIISTRUCTIOII ACTIVIIIES PERSOIIl{EL: IAJOR EQUIPT'|E!{T: TCTIVITTES: CHEI{-i{ORTIITRI{'S SITE ACTIVITIES Ue arrived on-site as requested. A loose lift had been placed just prior to our arrival . 0nce compacted, vre tested the llft, Both tests passed. VEREAL COI.II.IUTIICATIOIiI UITH COilTMCTOR, EI{6II{EER, ARCHITECT,or{ttER COPIES: R-A. J V A, Inc. ; llel son & Associates, lnc. Gwathney Pratt Schul tz Ken LaCroi x FIELO OESERYER Fred R. Canrcron APPROVED 8Y Aa r nutual protactlon to cll.'|tr, th. puhllc rnd ourrclvrr, lll r.por.tr rr. srttnltt.d r! tha confldantlrl propcrty ot our cll.nts. rnd.uthorlratlo|t lor publlcatlon of rtrtdirnt. Corrclualo||! or^.ttract3 tro.r or r.glrdlng our r.portr la iararvad p.ndlng our rrlttan rpprovrl. Sariplar wlll b. dliFored of.iltar t..tlng lt cdFl.t.d unl.3t other .t.irng.|*nts 6ra agraad to ln wi{tlng, A rmnl.r ot th. !!! g.oup ol corq.ni.3 l CHEN-NORTHERN, INC. cofasulT |G Et{GlllEERs AtlD scrEtltlslt REPORT OF FIELD NUCLEAR DENSIW TESTING T0: llECfi Enterpri ses JoB ll0. 4 178 93-3 IIATE: 1,0-12-9'[ Attn: eustaqulo Corti na P.0. 8ox 3til9Vail, 00 81658-3149 0AILY REPoRT l{0. 98 SHEET 2 0F ? PR0JECT: liftsJde Buildfng, EaEt of gesthaven Drive and Uestin flotel , South Frontage Road yest, Vall, Colorado. SPTCIFICATIOII CIII{PACTI OII & TiATERIAt tillll!{ti,t REQUIREO I||-PLACE 0EIISITY: 95t( AS DETERT{II{ED BY: ASTI( D-698 C0I,|STRUCTI0I{ C0HTRACToR: Stan lli]ler, Inc. TEST L0CATIOilS !rERE SELECTEo BY: Chen-l{orthern TYPE AllD t{Ul,tBER 0F EARIH }l0Vtt{G UIIITS: Loader TYPE Al{D }lUllBER 0F COl,lPACTI0lt Ul{lTS: Sheepsfoot, Jurnpi ng Jack T}llCKl{tSS 0F ltFTr l2'! HETKI0 0F ABDI|IG l,nISTm,E: tlater tlose tlt tlBER 0F PASSES: As Requi red TEST 1{0. LOCATIOl{ Pool stai rcase Ual I DEPTH OR ELEVATIOI{ (FEET) FI iLD PERCEilT (RELATIVE/ l,tAxtiluf,l) OBTAIT{ED SOIL IYPE ilAXIt'ttf,l DRY DEIIS!TY l pcf) 0PTIl,lul,l IIOISTURE c0ilTEilT(t) DEIIS I TY (PcF ) I.IOISTURE c0irTElrT (x) 45 46 5' South of l{orthUall, 10' tlest of Stai r llal I 10' South of l{orth }lalI, 10' llest of Stair llal I 15' Above Footi ng 15' Above Footi ng 121.8 121 .8 1r.5 ll.5 118.3 119 .0 8.4 9.9 97 98 Sandy Gravel ly Cl ay Sandy 6ravel ly Cl ay . FULL TTI.IE OESERVATIOI{ X PART TI}IE OBSERUATIOII THIS REFaFi-pREsEl{Ts opnt|o.|s Fofl.t€o As A REsrrLT oF ouR oBsr|vAlrot{s oF FILL PLAcEx€[r. HE HAVE RELIED 0l{ TtlE c0flr84ql9| r0 cijlrirnue Appuvrno rH€ REcctfaEroao codecrlie a;FoRT AltD f,btsluRE To FILL olJRt e rHE lrf,rEs uHEt{ ouR ossEnvEf, !s l|or oBsERvlNq opEi'AiioHC. -tEsts AiE nADE oF iHE-iiLL ont-i is reltevto lrEcEssARy lo cALIIRATE otR orsERvEf,'s JUDGEI€ T. tEsl hAlA ARE flor THE SOIE BA3IS FOn OPtBtOr{S Od rrHErSER lalE FILL I.{EETS SPECIFICA?IO S. THE I{UCLEAR DEI{SOI.I€TTR I{ETHOO OF TESTII{G t{AS USED Iil SUESTAI{TIAL ACCORDAIICE UITH ASTI'I 0299? AIIO D3OI7. PRELIIIIIIARY OBSERVATIOIIS AllO/OR TEST RESULTS VERBALTY REP0RTEO T0: Jeff Kellv PROGRESS REPORT: C0PIES: R.A. l{el son & Associates, Inc.; J V A, Inc.; Gwatlmey Pratt schultz; Torm of Val l; Ken Lagfolx Fred R. Canreronr FIELD OSSERVER APPROVED BY At a Eutual protactlon to ellanta. tha publlc.nd ourrclv.r, .ll t.port3 .r. tutmltt.d.3 tb. eontld.ntl.l Proparty.f-oui cll'ntt. rnd ruthoFttrtlon tor rsbltcatton ot rtat.nrnt, co,nclr3loni or.ttricti irom or r.gardlng o|rr r.port3 13 r.t re.d- F.ndlng ouP iiltt'tt ;;;fi;i:"iliiilt'ii r f -ri'iiii;;!; oi-aii.n iiriini ii co{tpl.t.d nhl.r. othc. arrinsrnoit; .r. ier'..d to In i.rltlns. / A ;. b.r ot th. E!! troup of codgrnl.r L. I CHEN.NORTHERN, INC, coxsljtl rUc ElcllrEERs Ab sclEllTIsTs REPORT OF CONSTRUCTION ACTIVITIES r0:IIECH Enterpri sesAttn: Eustaquio Cortina P.0, Box 3149 Val l. Co 81658-3149 JOB ll0. 4 r78 93-3 0ATE: 10-14-94 MIIY REPORT IIO. 99 SHEET T OF 3 PR0JECT: Liftside Euilding east of lesthaven Drive and tlestin Hotel ,South Frontage Road lest, Vail, Colorado. I{EATTIER COI{DITIOI{s AI{O IEHPERATURE CONTRACTOR'S COilSTRUCTIOT{ ACTIVITIES PERSON[EL: l,lAJ0R EQUIPI,IEI{T: ACTIVITIES: CHEI{.I{ORTHERII'S SITE ACTIVITIE5 Hunti ngdon (Chen-l{orthern) rras on-site trlce to test the density and ,noisture of flll on the south side of pool retaining wall and of road base backfill for the guest driveway. VERBAL Cotll'lullIcATIoil I,ITH C0]{TRACTOR, EllGIllEER, ARCHITECT, 0!11{ER CoPIES: R.A, llel son & Associates, Inc.; J V A, lnc.; Gwattmey Pratt Sohultz; Bi I ly Barbour FIELO OBSERVER Fred R, Caneron APPROVED 8Y A3 a nutual Drot.ctlon to cll.nti. tha prblfc rnd o.rraalv.5. .ll r.potta... arrtctlttad.i th. coatldatrtl.l pioPartJ. ol our cll.nttr rnd i.ttlortirilofr tor pultfcitton of airt.frirt. Co6clrr3lon3 or ritrrctr iron or- rrgardlag our r.port3 lt t'aa.rv.d i.ndlng'.ur t.flttan .pprovrl. S.rpl.. rlll b. disporad ot .ttar ta.tlng It corrFlctrd uhl.3r oth.r .r.rang.t|l.nta tr. lgr..d to tn wrltlng, A n hbar o? th. !I! gFoup of coonanl.t CHEN.NORTHERN, INC. coflsulltH6 ExGtfiE€R:; A!|o sclE llsTs REPORT OF FIELD NUCLEAR DENSITY TESTING l0: l{Ecil Enter?rises JoB 110. 4 178 93-3 DATE: 10-14-94 Attn: Eustaquio corti na P.0. Box 3149Vail, C0 8t658-3149 DAILY REPoRT l{0. 99 SHEET ? 0F 3 PROJ€CT: Llftside Euilding, East of llesthaven Drive and lJestin Hotel , South Frontage Road llest, Vail, Colorado. SPECIFICATIOII COI'IPACTIOil & I,IATERIAI. Htillttut'l REQUIRED II|-PLACE DEI{SITY: 90X and 95I AS DETE[ilIltEo 8Y: ASTI{ D-698 C0I{SIRUCTI0il C0IITRACToR: Stan tliller, inc. TEST L0CATIoiIS UERE SELECTED SY: Chen-tlorthern TYPE A]{D IIIX,IBER OF EARTH }IOVIII6 UI{ITS: TYPE Al{D I{I}IBER 0F COi{PACTIOi| UI{IIS: I Jumping Jack, t Srnooth Drwr Roller. THICKI'IESS 0F LIFT: 6" to l?" I'|ETHOD OF ADOIilG ltOlsTURE: Uater Truck llUl'IBER 0F PASSES: As Requl red TEST ilo. LOCATIOI{ OEPTH OR ELEVATIOiI (FEET) LAE()RATORY FIELD PERCEIIT (RELATIVE/ r,rAx I r4uil) OBTAIl{ED SOIL TYPE frlAxIl'lul'l ORY DEIIS]TY (pcf) OPT I I,IUI,I I,I(l I STURE COI{TETT tlRY DEIISITY tPcF) I.{OISTWE coilTEltT' (x) 47 48 49 south of Pool , Southwest Corner of Bui I di ng Retaini ng llal I 6uest DPi veHay, South of Bui ldi ng 10' South of Euilding Center Guest Ori veway, South of South- est Bui lding Conner, 35' South of Butldtng llest Si de Level 54 Subgrade 4" Below Subgrade 135.9 I34 .2 1s4.2 7.2 7.9 132.5 136. 2 135.1 10. I 6.2 5.0 98 100+ 100+ llel I Graded Gravel with Sand -3l4" Aggregate Base Courge -3l4" Aggregate Base Course FUIL TIHE 0BSERVATIoI{ ,.I PART TIIIE oBSERVATI0I{ rars nEFdFFpnrsrrrs oFrflto.ts FoRHED As A nEsuLT oF ouR oES-ERvArro s oF F]LL plAc€lrql{l, vE HAvs RELr€D ot{ THE coNtRAcrqe rg coniriius'riipliiic rir nicoriemEii-cc.rpAcirta aFFoRr Aflo r4o,aruRE lo FrLL ruRrnG rH€ T {€s u{.tl ouR oasERvER ls M}T oBsEtrvl g oFdMiior{:i. iisis iie nror oe ixe-Fili or{at As aEltEvao flaaEssARy ro cALrBRAt€ orrn oBs€RveR's JUDc€}tEr{r. TEsr DATA ARE t{or THE SOLE EASIS FOR OPIT{IOI{S O?{ UHE'H€R THE FILL TEETS SPECTFICAIId{S. THE IIUCLEAR DEIISOIITETER iIETHOD OF TESTI]{G UAS USEO II{ SUBSTAI{TIAL ACCOROAI{CE T''ITH ASTI'I DE99Z AI{D D3OT7. PRELII,IIflLRY OBSERVATI0I{S AI{D/0R IEST RESULTS VERBALIY REPoRTED T0: Jeff Kellv COPIES: R.A. l{el son & Assoclates, lnc'; J V A, Inc.; Gwatlnny Pratt Schultz; Town of Vail:Billy Barbour Fred R. Caneron FIETD OBSERVER APPROVED BY Ar r nutual protactlon to cll.ntar th. publlc rnd ouraalvaa, rll r.port5.rc t{tarltt.d .3 thc conf{dantlrl prop.l'ty of.our cll'ntt' and authorlzat{on tor Fr.bltcatton of 3tataanant. concluttonr ot axti;cta troo or ragardlng. oul' raPortr lt rararvad- pandln! oqr rFltt'h $ilili:' 'ia-iiil''ii ri-ti ;i;i;;J 'oi-;i#' ii'iiiig 'ii i*'pt.t.d unl... oth.r rrr;nsdrit3 .r. ieF..d to ltt tr.lt{'rs. A';Lhbcr of thi @ gtottp of car|panlat . ,,, CHEN.NORTHERN, INC. ' coftsulTtro EIGtnEtts at{D sctEflTlsts REPORT OF FIELD NUCLEAR DENSITV TESTING T0: ilECll Enterpri ses JOB l{0. 4 178 93-3 DATE: 10-14-94Attn: Eustaquio Corti na P.0. Box 3ltl9Vail, C0 81658-3149 OAILY REPORT l{0. 99 SHEET 3 0F 3 PR0JECT: Liftside Euildlng, East of lresthaven Drive and l{esti n Hotel , South Frontage Road l{est, Vall, Colorado. rEST lto. LOCATISI DEPTH OR ELEVAIIOTI (FEET) LABORATIRL I - FIELD PERCEI{T (RELATIVE/ l,tAxlitlf,t) OBTAII{ED SOIL TYPE ilAXIl,[Jtl DRY DEIISITY { pcf) OPTTHW iloIsrnE c0r{TEIT(u DRY DEIIS ITY (PcF) I,I()I STURE c0ltTEllT (x) 50 Guest Dri veray, South of South- west Corner of Buildlng,45' South of Bul I di ng East of Center 4" 8elow Subgrade 134.2 7()l3l .9 J.U 98 -3l4" Aggregate Base Course CoPIES: R.A. ]{el son & Associates, Inc. J.V.A., Inc.; Town of Vail Srathney Pratt Schultz; I Billy Barbour Fred R. Caneron FIELD OBSERVER APPROVED 8Y At a utral prot.ctlon to cIl.ntt. th. publlc rnd orr..lv.t, .ll r.portt -ar. ssbmltt.d-A3 th. confld.ntl.I FtoP.rty of,our cllait.' i.ia-rii{fori:itfon ior pulttcritja-oi 3tit{r|.nt, conct|..to.|! or rrtriitr fr.oft or r.g.r dlng our r.portt lr r!l.ri.d --P.rdlng our erltt.n ipprovrl. Sempl$ rlll lr. dlrFor.d of.ftcr t.rtlng l. cdnpl.t.d unl.3! oth.r .rrangimr.nt. .F. .gr..d to ln vrltlng. A rmfiD.r ol th. 8!! group of cooP.n{.t fT-''h )" ' -q\ ocr 1994 %,'j. $u | !Y?'r 's I C .:::Y_ QF 'frd*k s v.ryT::g€einrr9} GHEN-NORTHERN, tNC. cofisuLTlt{G E,tcn{EERs Alr0 sctEilTlsTs REPORT OF CONCRETE TEST CYLINDER DATA Ar a iutual protactlnr to cll.nti. th. lrrbllc rnd ogr3.lv.3r .lt r.tort3 ri. ilbmlttad rt t$r confldl.ntl.l FroBarty of ---cll.ntt. .nd .uthorla.tlon for. publlGrtlon o{ rtrtd[.ntl. Conclv.{on3 or crtr.ct3 f|'o|r or |.ca.rdlng our t'aFoita 1!-r:t:at"p.rdlng our wrlttrr approv.l. 3.|nplcr rlll b. d{ipo..d of .ft.r. t.3tlng lr coirpl.t.d u.l.rt oth.t rrf..ngd!.nts .gr.'c Ec ln rFltlng. A rdrb,; 6i ttt. Xlg grcup ot coiF.nl.. Forrn fic. ct{€ll3A 6/9t T0: HECH Enterprlses JoB ll0. 4 178 93-3 oATE: 10-16-94Attn! Eustaquio Cortina P.0, 8ox 3til9 StlEtT I 0F IVaiI, C0 81658-3149 PROJECT: Liftside Building, east of lJesthaven 0rlve and llestl n Hotel , South Frontage Road tJest, Vail, Colo. PLACE}IENT LOCATIOII:Pool Stai rs. BATCH TICKET ItlFORl{ATlOlt SUPPLIER: llestern liobi le TRUCK lrC. 97 TK TICKET lto. 1636 fllx 0ESIGll ll0. 14 TIIiE BATCHED: 10:57 Alt TI|{E ARRIVED: ll:20 Al1 IIl,lE PLACE0:11:40 Itl|-CU. Y0.L0A0/ACCW: 7l2l FIELD TESTIIIG ItlFoRllATI0il SAIIPLE TEI{P: 67 ? AtR TEIIP: 35 5 TIHE TEST TAKET{: 11:50 All SLtfiP: 2 l/2 lll. AIR C0l{TEllT: 4.5I t{€T UlllT I,EIGHT: 142.0 J08 SPECIFICATIOT{S: SLullP: ilax.4 Il{. AIR CO]{TE!IT: 4-8I IJATER AD0ED AT SITE -- GAL. CYLIIIDER II{FORI,IATIOII l{0. 0F CYLII{OERS: 6 CYLIIIOER SIZE: 6"x 12" TI|{E CYLIIIDERS CAST: 1?:00 Pll ITHERE CAST: On-Site cuRIil€ lilFoRr'r Tl0l{ II{ITIAL CIJRE: on-Slte0n-Site FIELD SToRAGE FACILITIES: Insulated cure Box 0AT€ RECEIVED AT LAB: 8Y: Ken laCroix l'lIl{/}lAX A6E OAYS DATE TESTED TOTAT TOAO (LBs ) OIAI'IETER ( It.|cH€s ) AREA (sq Iil) coitP. sTR, (PSI ) TYPE OF FRACTURE CYL]ilMR IIE IGHT (r_Bs) CYLIIIOER UI{IT UEIGHT (PcFl 7 7 28 28 28H 2,6 H t0-25-94 10.2s-94 ll-15-94 1t-15-94 1l-15-94 1t-15-94 u6,000' 115,500 6.01 5.98 28.37 28.09 4090 4u0 shear shear DESIGI{ STR€I{GTH 4OOO PSI € 28 DAYS TESTS BY LABffiATORY PERSOI{]{€L ARE I1{ ACCOROAIICE IJITH APPTICABLE ASII'I I.IETHOOS UI{IESS OTTIER,I{IST I{OTTO SOHE II{FORI,IATIOX OF TEST REPORT ',IAY BE PROVIDED BY OTHERS RE}IARKS: CoPIES: R.A. l{el son & Associates, lnc. i Town of Vall; tlestern llobile; J V A, lnc.; Srathcy Pratt Schultz;Ken LaCroix Bobby J. Hays FIELO OBSERVER APPROVEO BY o at \) r) tt CHEN.NORTHERN, INC. coltsuLTl r{G ElrclllEERs AfiD sclEr{Tlsrs REPORT OF CONCRETE TEST CYLINDER DATA As r n{tu.l protGctJar to cll.nt3. th. publlc lnd oursclvci, all Ftport3 rrc rubhlttad.s th. contldi.ntlr'l proF,.rty ot cll€nts, .nd authorl..tlon fgr publlc.tion of 3t.tltn€hts. Concluslons or.rtrnct! lron or r€g6rdlng o{rr rtportl lr r.3.rvad p.DdJng oar wt.ltt.n:Fprovrl. S.mplcr wlll b. dlsporcd of.tt.r t.itlng l3 conplct.d unl.re othar .rr!ng.Et.nt5 rgr.td toln wrl tl ng. A h.mb.r of th. !Il! sroup of co p.nle3 Form No. cllEll3A 6/9t T0: iltCl{ Enterprisss J08 l{0. 4 178 93-3 DATE: 10-4-94Attn: Eustaqulo Cortl na P.0. Box 3149 SHEET r 0F ZVail, C0 81658-3149 PR0JECT: Liftslde Euilding, east of l{esthaven Drive and Uestin tlotel , South Frontage Road !/est, Vail, Colo. PLACEI,I€IIT LOCATIOI{Swirrni ng Pool Oeck. BATCH TICKET I llF0Rl{AT 101{ SUPPLIER: I'lestern Hobile TRUCK l{0. 158 TK TICKET I0. 016281 ilIX 0ESI6fl l{0. 15 TIrrE BAICHED: 7t44 ll4 TIIiE ARBIVEO: 8:15 Al,l TII'IE PLACED: CU.YD.L0AD/ACCUII: 7 FITLO T€STII{G TIfORI{ATIOII SAIIPIE TET{P: 65 "F AIR TEI'IP: 60 "F TIHf TEST TAKEII: 8:30 Alt SLUHP: 3 ltl. AIR C0tlTEl{t; 3.0X llET Ut{lT I,EIGHT: 143.0 J08 SPECIFICATI0}IS; SLUI'{P: l,lax.4 tN. AIR C0}lTEl{T: 4-8X UATER ADDED AT SITE 17 6AL. CYL I I{DER II{FORI,IATIOIt !10. 0F CYLINDERS: 6 CYLIIIDER SIZE: 6"x 12" IIME CYLII{DIRS CAST: 8:45 M IHERE CAST: 0n-Site CURI116 II{FORMATIOl{ IIIITIAL CURE: 0n-Site FIELD SI0RAGI FACILITIES: lnsulated Cure Box 0ATE RECEIVE0 AT tA8: BY: Ken LaCroix l'lll{,/t'lAX AGE DAYS DAIE TESTED TOTAT IOAD (LBs ) DI AI.'E TER ( ilrcHEs ) AAEA (SQ IN) COI,|P. STR. ( PSI } TYPE OF FRACTURE cYL lfl0tR VE]GHT (tBs) CYL I IiOTR Ut{iT I'TIGHT (PCF) 7A 7A 28A 28 284 28A H H l0-ll-94 10-il-94 1l-1-94 l1-l-94 1 1- 1-94 1i -1-94 190,000 182 ,500 219,000 ?25,000+ 6.07 5.98 5.98 5.98 28.94 ?8.09 28.09 28.09 6570 6500 7800 8010 shear snear con/spl i t OES IGII STREI{GTH 3000 Psl @l DAY TESTS BY LABORATORY PERSOI{I{EL ARE II{ ACCORDANCE TIITH APPLICABLE ASTI'I I.IETIFDS UI{LESS OIHERT'tSE iIOIEO SOIIE IIIFORI{ATIOI{ OF TEST REPORT I,IAY 8E PROVTDED 8Y OTHERS REMARKS: Ranaining cylinders were discarded after design strength vras attained. COPIES; R.A. llel son & Associates, Inc Town of Vail; llestern l{obile; J V A, Inc.; Gwathney Pratt Schultz Ken La0roix Eobby J. Hays FIELO OBsERYER APPROVEO 8Y t CHEN-NORTHERN, INC. COiISULT I I{G E]{CIi{EERS A]{D SCIEIITISTS REPORT OF CONCRETE TEST CYLINDER DATA A3 | mutuil piotc€tlon io cllcnt3! th€ publlc .nd ours.lv.!, .ll r.port. arc aubrnltt€C !i tha confldl.ntlr'l prop.rty of cllcnti, .nd .uthorlzrtlon for publlc.tl6n of.tal.d.ntt'. Conclutlon3 or.xtr.cts lroh or r€g..dlng our r€pott3 l3 r.*rrv.d pendJDg our rltt.n approv.l. S.npt.r trll'l b. drrporrd ot rft.r tcrtJng t3 .o,rpl.tcd urlls3 ath.r rr.!hg.n nta.gr.td to A m.nber ;f th. [!! grouF of conFlnl€6 Fonr No. Cfl€Ll3A 6/91 I0: HECII Entenprlses JoB N0. 4 178 93-3 DATE: 10-4-94Attn: Eustaouio Corti na P.0. 8ox 3149 SHEET 2 0F eVail, C0 81658-3149 PRNECT: Liftslde Butldlng, east of tJesthaven Drive and lrestin Hotel , South Frontage Road Uest, Vail, Colo. PLACEl,lEl.lT L0CATI0 : Stalrs on l{orth Side on Building and Side*alk on llorthwest Side of Planter. BATCH TICKET IllF0RlilATI0ll SUPPLIER: l,estern llobile TRrcK 0. 114 TK TICKET t{0. 016285 fiX 0tSI6t{ l{0. 44 TIIfE BATCHED: 8:48 Al,l TIME ARRIVE0: 9:00 Al'l TIf,lE PLACEO:11:00 All-CU. YD. L0A0/ACCl.r'l: 1ll4 FIELO T€STI iIG I iIFORI.IATIOII TII'iE TEST TAKEI{: 11: l0 Al,l JOB SPECIFICATIOIIS: SLUHP: 3 SLUHP: l,lax.4 Ir{. Ifl. AIR AIR SAMPLE TEI'IP: C0l{TEllT: 4.01 C0l{TEl{T: 4-81 67 'F AiR TEiIP: 60 'F t{ET UIIIT VEIGHT: 144.3 I,.IATER AODEO AT SITE 10 GAL. CYLIilDER I IIF()RTIAT IOII 1{0. 0F CYLIII0ERS: 6 CYLI|{DIR SIZE: 6"x 12" TII'IE CYLI DERS CAST: ltrHERE CAST: On-Site crJRIt{G IflFoRl,rATIotl Il{ITIAI CtfrE: 0n-Si te 0ArE RECEIVED AT LAB: ---FIETD ST0RAGE FACITITIES; Insulated gure 8ox BY: Ken Lacroix l,lIll/MAX A6E OAYS DATE TESTEO TOTAL LOAO (tBs ) D I AI.IETER ( i f{cHEs ) AREA (sq lfl) col,tP . sTR. (Psr) TYPE OF FRACIURE CYL I t.{ DER UE I6HT (L8s) CYL IIIDER U}IIT I,'EI GHT {PCF) 7B 7B 288 288 288 288 10- I I -94 10-11-94 11-1-94 1t-1-94 11- I -94 l1-l-94 119,500 124,000 155,000 150,000 15e,000 156.000 5.99 5.98 5.98 5. 98 5.98 5. 98 28. l8 28.09 28.09 28.09 28.09 28. 09 4?40 4/t 10 5520 5340 5410 5550 snear shear snear shear con,/shear shear OESIGTI STREIIGTH 4OOO PSI O 28 DAYS TESTS BY LABORATORY P€RSOf{}IEL ARE It{ ACCORDAIICE UITH APPLICABLE ASTM I.IITHODS UI{LESS OTHERUISE ilOTED 50llE I l{FoRlrtAT l0ll 0F TEST REPoRT f,lAY BE PR0VI0[0 BY oTHERS REt.tARKS: COPl€5: R.A. ilel son & Atsociates, Inc Torn of Va'i I ; t{estern }lobile; J V A, Inc. ; Emthney Pratt Schu.l tz Ken LaCroix Bobby J. FIELO OBSERVER APPROVED Hays BY o CHEN.NORTHERN, INC. COI{SULTII{6 Et{G I i{EERS ANO SCIEHTISTS REPORT OF CONCRETE TEST CYLINDER DATA A:. murnal pr"ot€ctiot| to cll.nt3. th. publlc lnd our.clv..r rll rcportt .ra 3utrtltt.d rs th. confldlcntl.l FroFCrty of cltcnts, and authofl.rtlon for publlcntion of it.tdi€nts. conclq3{onr or .xtr..ctr trom or f€g.rdlng our r.Poft3 11 i:":lt.dpcrAini-oui wiitton npprovct. Srrnplrr xll'l b. dl3poicd of.ft.r tartlng ir cofiplct.d unlc33 o!h.r arr.ng.n.rt3 agrccd lo A';il:;';i th. !!! sroup of coopnnr.s Form tlo. cH€113A 6/91 / T0: llECl4 Enterprises J08 tl0. 4 178 93-3 DATE: 10-?6-94 Attn: Eustdquio Cort i na P.0. Box 3149 SHEET I 0F I Vai l, C0 81658-3149 PROJECT: Liftside Building, east of Vesthaven Drive and Uestin Hotel , South Frontage Road Vest, Vail, Colo. PLACEi.{EI{T LOCATIOII :Stairs, Loner Half, Pool Staircase. BATCH TICKET ItlFoRl{ATIoll SUPPLIER: I'lestem Hobile TRUCK ilo. 158 TK TICKET t{0. 1659 l,lIX DESlGll tlo. 48 TIIIE BATCHE0: 7:52 AH TIME ARRIVED: 8:15 Af,l TII'IE PLACEO: 8:25 Atl-CU. Y0. L0AD/ACCtf'l: 7 FiEtD TESTIIIG I IIFORIIATIOII TII{E TEST TltKEll:8:30 Al,l JO8 SPECI FICAIJOI{S: SLUlttP:41/2 SLUllP: lilax.4 I t{. I1{. SAITPLE TEIIP: AIR CO]{TEI|T:5.5X AIR CO]{TEI{T: 4-8I 65 "F AIR TEI,IP: 20 "F IJET Ui{IT [{EI6HT: 141.0 TIATER ADDED AT SITE 3 GAL. CYL IIIDER IIIFORI.IATIOf{ N0. 0F CYLIIIDERS: 6 CYLINOER SIZE: 6"x 12" TIl,lE CYLINOERS CAST: 8:40 Al,l |,HERE CAST: On-Site CIR I I{G I IIFORI.IAIIOl{ Il{ITIAL CURE: 24 hours 0n-Site DAIE RECEIVED AT LAB: 10-27-94 FIELO STORAGE FACILITIES: lnsulated Cure Box BY: Ken LaCroix lll l{/]'tAx ACE DAYS DATE TESTTO TOTAL LOAD ( LBs ) DIAMETER ( $rcHEs ) AREA {sQ rN) c0t{P . sTR. (Psr) TYPE OF FRACTURT CYLINDER VE I GHT (LBs) CYL I IIDTR UNIT lIEIGHT (PcF) 28 28 28 28 tl H 11-e-94 I I -2-94 1i-23-94 1t -?3-94 I l-23-94 l1-23-94 141 ,000 155,000 5.98 5.98 28.09 z8 .49 5020 5520 snear con/shear DESIG STREI{GIH 3000 PsI 0 28 DAYS TESTS BY LABORAIORY PERSONT{EL ARE III ACCORDAIICE I,'ITH APPLICAELE AST!,I IIETHOOS UNTESS OTHERVISE IIOTEO SOI{E INFORHATIO}I OF TEST REPORT I,IAY BE PROVIDED BY OTHERS REI'IARKS; COPIES: R.A. l{el son & Associates, Inc Tovn of Vail; tlestern Mobile; J V A, Inc.; 6 attmey Pratt Schultz Ken Lagroix BobbY J. HaYs FIELD OESERVER APPROVEO gY HUNTINGIX)N ENGINEERING & ENVIRONMENTAL, INC. (FORMERLY CHEN.NOFTHERN, INC.} CONSULTING ENGINEERS AND SCIENTISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: lfECll Enterprises J08 tlo. 4 178 93-3 oATE: Ll-2-94Attn: Eustaquio Cortina P.0. Box 3149Vail, C0 81658-3149 SHEEI I 0F I PR0JECT: Liftside Suilding East of Uesthaven Orive, South Frontage Road Uest, Vail, Colorado. PLACEiIENI LOCAT]ON:Bus Stop Pad. BATCH TICKET lNFffiltAlloll SUPPLIER: tlestern llobile TRUCK t{0. 158 TK TICKET 1{0. 1683 r.ltx 0tSIGt{ lto. 44 Tlt{E SATCHED: 2:48 Pli T ll'lf ARRIVED: 3:00 Pll TI}IE PLACED: 3:15 PH-CU. YD. L0AD/ACCUI'|; Zlz FIELD TESTIT{G IllFORllAIION SAMPLE TEMP: 70 "F AIR TEIIP: 50 "F TIIIE TEST TAKEII: 3:10 Pi,l SLullP: 4 I . AIR C0tlTEtiT: 6.5% vET U]liT llElGHT: t38.8 JOB SPEC I FICATI0||S: SLutlP: IN. AIR C0NTEIIT: MTIR ADOID AT SITE -- GAL. CYLIIID€R I I{FOR}'IAT I OI{ l{0. 0F CYLIiI0ERS: 6 CYlltlDtR SIZE: 6"x l?" TIt'lE CYIII{DERS CAST: 3:?0 Pt't }IHERE CAST: 0n-Site CURIH6 I IIFORIIIATJOI{ I ITIAL CURE: 0n-5i te DATE RECEIVEO AT LAB: FIELD STORAGE FACILiTIES: Insulated Cure 8Y: Ken Lacfoi x l,ll l{/l'lAx Box AGE OAYS DATE TESTED TOTAL LOA[) (LBS ) OTAI{ETER ( TNCHES) AREA (sQ l|,1) COMP . STR. (Psr ) TYPT OF FRACTURE CYL I I{ DER lIE IGHT (L8s) CYL II{OIR UI{IT UEIGHI (PCF) 7 7 2A 28 28H 28H 'll-9-94 1l-9-94 1l-30-94 ll-30-94 l1-30-94 1l -30-94 i03,000 103 ,500 5.98 5.98 28.09 ,q no 3670 3690 shear c0n/shear DES IGl{ STR['IGTH 4000 PSI @ 28 DAYS TESTS BY LAEORATORT PERSOIINEL ARE III ACCOROAI{CT }IITH APPLICABLE ASTI.{ I.IETHOOS UTILESS OTHERUISE IIOTED sOI.IE I I{FORI.IAT I OI,I OF TTST REPORT HAY 8E PROVIDED BY OTHERS REIIARKS: COPIES: R.A. NeIson & Associates, Inc.; llestern l,lobile; J.Y.A., Inc.; Town of Vail Gwatluney Pratt Schul tz;Ken LaCroix Bobby J. Hays FIELD OBSERVER APPROVED BY 43 r tr|utu!1 trotcctlon to cllcnti, th! publl€ ruthorlzrtlon tor publlcatlon ot itdt.m.nt3.lpprovrl. S.mpl.r tiill bG dliFo3.d at.ft!.A D.frb.r ol th. HIH groqp ot comp.ni.3 rnd our3.lv.3, .ll r€port. !r€ 3ubmittad.s the contidientl.l prop.rty of c1l.nt3, .nd Conclu3lonr or €xtracts from or regardtng ou. report3 l3 rasar'v€d pcndlng our |{ritt.n testirts rs co.nprct€d (rn1ess other affaisemant;o::.i:l :fi"il.x"lillt' '/ CHEN-NORTHERN, INC. coilsultmG Et{GIlrEERs A}rD sctgltTtsls REPORT OF CONSTRUCTION ACTIVITIES T0: l'lECll [nterprises JOB t{0. 4 178 93-3 DATE: 10-29-94Attn: Eustaquio Cortina P.0. Box 3149Vail, C0 81656-3149 DAILY REP0RT N0. 100 SHEET I 0f 4 PROJECT: Llftside Euildlng east of lJesthaven Drive and Uestin Hotel , South Frontage Road llest, Vail, Colorado. UTATHIR C0!{DIT lotls AllD TEI,IPERATWE c0lrTRAcToR's coilsTRl.[lloil AgTlvrTlts PERSOIII.|EL: irAJOR EQUI Pl,rEr'rT: ACT IV TTIIS: CHEI{-IIORTHER }I 'S SITE ACTIVITIES Huntingdon (Chen-l{orthern ) l{as on'site this rnorni ng per the contractor's request. Density and moi sture tests v,ere perfonned on the -3/4" Road Base. The first three tests were perforrned in the area to be paved toddy. The failing test areas received additional compacti ve effort with a Srnooth DrUn Roller and Jumping Jack. The areas were retested and test results indicate that the material was placed in accordance sith project specifications. The asphali ras placed ln a 3" to 4'lift. Conpactive effort was applied with a Vi braiory Piate first, then with a Vibratory 4' Smooth orum Roller. Two tests were perfornd and were found to was appi ied yith the Smooth Drum Rol ler. still be low. A third test was perfoflned passr ng. be 'low in wet density. Additional cdpactive effort Retests were perfonned and found the wet density to in another area and the net densitv nas found to be VERSAL COI.II'IUNICATIOl{ |ITII COIITRACTOR, EI{GINEER, ARCHITECT, OI.II{ER Jeff Kelly with R.A. l{elson was i nfornred Huntl ngdon could return on l4onday (October 31, 1994) to retest the failing areas to find out if the uet density had met acceptance after the asphalt had cool ed and tightened. He accepted this suggestion. COPIES: R.A. llelson & Associates, Inc. J V A, Inc.; Gwattmey Pratt Schu]tz Town of Vai I 8i1ly Barbour FIELO OBSERVER Fred R. Caneron APPROIED BY At. mtturl prot.ctlon to cllanta, thc publlc lnd ourr.lves, all r€porti rra rubrnltt.d re the confld€ntl.l propcrty ot ou!" cll.nt3, {nd ruthorl:atloir lor publlc.tlon 9l it.t6|Eit. concluslonr or €rtracts iron or r.grrdlng our r.port! l3 re6€rved p.ndlng our Hrlttcn aFlrov{I. Srmpla! $lll be dlr,Fosod of.tter t.stlng lr conplctcd unl€3s oth.r .ir.ngam.nt3 lrc.gr..d to ln r,rltlng. A m.mbcr ot thc S!! group o{ cohpGn{€3 , CHEN-NORTHERN, INC. co.tsulTlfie E]IGrIEERS ff{O SCIE llsTs REPORT OF FIELD NUCLEAR DENSITY TESTING A. r nstu.l prot.ctlon to cl,lanti, th€ publ{c rnd ourrrlvcir .l'l rcportt rra aubmltt.d 13 th! ccntldcntl!l prop.rty of our cllcntt' .hd ruthorlsitlo|r for publlc.tlon ot 3tetor.tlt, crncluslons or.xtr.ctr frofi or rrg.rdlng our rcportr.ls rttr.rvad, F.nd I ng onr {rltt.n tpproval. Sanfl.s wlll b. dlrpor.d of.ttcr t.3tlng lr conplct.d l|nlct! othcF.rrrngem.nti.r..grc.d to ln rltlng. A |B.ob.r ot th. El!! gFoup ot corF.nl.3 T0: l'lE0ll Enterprl ses JoB l{0. 4 178 93-3 oATE: 10-29-94 Attn: Eustaquio Cortl na P.0. Box 3149Vail, C0 81658-3149 DAILY REP0RT t{0. 100 SHEET 2 0F 4 PROJECT: Liftside Eulldtng, East of Vesthaven orive and Llestin Hotel , South Ffontage Road vest, vail, Col orado. SPECTFICATIOI{ COI,IPACT IOI{ & IIATERIAL llillll.lull REOUIiED II{-PLACE OEIISITY: 95X AS DETERl,lll{EO BY: ASTiI D-698 C0l{STRrcTIoll 001{TRACT0R: R.A. ilel son & Associates TEST LoCATIoI{S UERE SELECTEo 8Y: Chen-l{orthern TYPE AI{O IIIJI.IEER OF EARTH I'IOV I tI6 UIIITS: TYPE Al{D il$.IBER OF COI.IPACT I Ol{ UI{ITS: IIETHOO OF ADOIIIG }lOISTURE: l{ot 0bserved llot 0bserved THICKTIESS 0F LIFT: l{ot 0bserved tlt[.lBER 0F PASSES: As Required TEST t{0. LOCAT I OII DEPTH ON ELEVATIOI{ ( FEET ) PERCEIiI ( RELAT I V[/ tlMIf,rur,r) OSTA I IIEO SOIL TYPE I.IAX IfiU',I DRY OEIIS I TY (Pcf) 0P T Ir'rut{ I.IOI STURE CONTEIIT (x) DRY DEIiSITY (PcF) c01{TErT (x) IIOI S TURE 52 6uest Dri veway, llest Entrance Lane, SoutlMest of Bu'llding, 3' North of South Curb & Gutter and 6' E{st of Vest Curb and Gutter Guest Dri veway, l0'Vest of East Curb & Gutter, Southrcst Entrance Subgrade 5u bgrade 134.2 134.2 7.9 1.9 130.9 127 .5 o-a 4.7 98 95 -3l4" Aggregate Base Course -3l4" Aggregate Ease Course FIJTL TIHE OBSERVATIOTI X , PART TII.IE OBSERVATIOII THIS REPon-PRESEI{TS oPtNlotts FonM€D As A R€suLI oF o{,R oBSERVATIOI{S Of FTLL PLACEHE T. TIg HAVE RSLIEO OI.I THE CCB{'RACIOR TO coltrtxtE Applitxo rHE eecom4Er.rogD co.tpAcrtv€ EFFoRT Af,tD MotsruRE To FILL D|JRIRG rHE I r.rEs VHEN otR o8SERVEQ ls t{or oasERvlNG oPEnArIoNs. T.sIs ARE i.IAo€ oF THE F'LL oNLY As SELtEv€o REcEssARv Io CALIBRAIE ot,R OBS€RVER'S JUDCEIiIEN', TEST OAII ARE I{OI THE SOLE BASIS FoR OPItllOt{s O H{erH€n rH€ FILL f'EeIS SP€CIFICAIIO'{S. TH€ ilUCLEAR oEtls0ltETER l.lETHoD 0F TESTIT{G t{AS USED I1{ SUBSTANTIAL AccoRDAllcE vlTH Aslll 02992 Atl0 03017. PRELII,IIIIARY OBSERVATIOT{S AIIO/OR TEST RESULTS VERBALLY REPORTED TO: Jeff KeIly with R. A. I{elson & ASSOCiATES PROGRESs REPORT: CoPIES: R.A; llelson & Assoclates, Inc.; J V A, Inc.; Glrattmey Pratt Schultz; Tonn of VaI |:Eilly Sarbour Fred R. ganeron FIETO OBSERVER APPROVED BY T0: l{ECtd Enterprises J08 l{0. 1 178 93-3 DATE: 10-29-94Attn: Eustaquio Cort i na P.0, Box 3149VaiI. C0 81658-3149 oAILY REPoRT 1{0. 100 SHIET 3 0F 4 PRoJECT: Liftside Buildinq, €ast of Vesthaven Drive and l,estin Hotel , South Frontage Road lfest, Vail, Colorado. rEs T 0. LocATtoti DEPTH OR ELEVAT IOII (FeET) LAt IORATORY I FIELO PERCENT (RELAI] VE/ ilAXifiUlt) OETAIIIEO SOIL TYPE f'rAxlxur,l DRY DENS ITY lpcf) oPTIMUll I{OI STURE CONTEIIT DRY 0EllslTY (PCF) I,IOISTURE coilTEt{T (x) 53 5{ 52A 544 Guest Ori ve*ay, 15' South of Euilding Bri cked Area, 5' East of Curb and Gutter, !,est Si de East/lJest Servi ce Drjvevay, l{orth of Bui I di n9, 10' frc|n llorth/South Curb and Gutter Rctest of t{o. 5? Retest of l{o. 5il Subgrade Subgrade Subgrade Subgrade I34.2 134. 2 134.2 t34.2 7.9 7.9 130 128.0 130.5 132 I 5.8 4.0 4.5 4.6 98 97 99 -3l{" Aggregate Sase Course -3l4" Aggregate Sase Course -3l4rrAggregate Base Course -3l4" Aggregate Base Course COPIES: R.A. tlel son & Associates, Inc. J.V.A., Inc.; Tovn of Vail Gwathmey Pratt Schul tz;Billy Barbour Fr€d R. Cameron FIELD OBSERVER APPNOVED BY CHEN.NORTHERN, INC. cofisuLlrfi6 Er{Gr EEnS ffto SctEnllsTs HEPORT OF FIELD NUCLEAR DENSITY TESTING A3. rnutlrl prot.ctlon to cll.ntt. th. publlc.rd ourt.lv.r. rll r.ports.r. iubnlttcd at th. conftd.htlrl proP.rty of.osr cll.nti' r|1d luthorlritlon tor psbllcatlor|'ot rtit.fi.nt, concluilon$ or cxtrlcts froft or F.g!rdlng our reportr l* r.r.rv.d t.ndlng our }rllttcn lpprov.l. Srlrpl.r rlli b. dlrpo3.d of rft.r t.itlng ii coripl.t.d unl.s3 oth.F .rrrngqr.nt3 rr..gre.d t. Itt rrlting. A mcnb.r ol th. !g! group of cohp.ni.s CHEN.NORTHERN, INC. CONSULTI116 EII6I I{EERS AIID SCIEIITISTS REPORT OF ASPHALT PAVEMENT TESTING A3 r hutu.l protlctlon to cll€nt3! th. publlc nnd ouriclv.3. t'll rrportt arc submlttrd.t thr cohfld.nt{al proprrty of_our cllcnt.. .nd .uthorlr.tlon for publlcctlon ot stit.m.ntr conclu3iona or artr.cts froit or rcarrdlng ost'r.Port3_l! F.t.rv.d. p€ndlnt our w.itt.n .tprov!|. S.|npl.i xl'll b€ dlrpo3€d of rftrr t.stihg lr compl.tad unl.53 othrr.ir.hg!n rt3 ar. .gra.d to ln wrltlng. A F|.|tlber ot th. !I! g.oiJp of complni.e T0: f'fECll Enterpri ses JOS fiO. 4 I78 93-3 0ATE: 10-29-94 Attn: Eustaqui o Corti na P.0. Box 3149Vail, C0 81658-3149 DAILY REPOfiT ilO. 100 SHEET 4 0F 4 PR0JECT: Llftside Suildinq, tast of Vesthaven Drlve and llestln llotel , South Frontage Boad Uest, Vai1, Colorado. SPECIFICATION COI.,IPACT I ON & IIATERIAL I'II1{II.IUII AVERAGE CORE TI{-PLACE OEIISITY OF 95 PERCEIIT OF THE }IAX I I,IUI.I OEIISITY COIISIRUCTI0I{ COi{TRACTOR: Elam Construction TES] LOCATIOIIS IdERE SEIECTEO AT RAI{OUH It{ ACCOROANCE UITH ASTM D 3885 TYPE Al{0 tlu[.{8ER 0F C0f,lPACTI0t{ Ul{lTS: llot 0bserved TETIPERATURE vARIATI0t{s THICKTIESS 0F LIFT: 3" Ntll{8ER 0F PASSES: As Required TEST [0. LOCAT IOI{ Guest Dri veway PAVEI,IENT L IFT LABORAT()RY DEIISITY ( PcF) HVEEII UARSHAL t{UCLEAR FIELD OEI{SITY (PCF) NUCLEAR co PACTI0fl (r) CORE LEil6TH (ril) CORE FIELO OEI{SITY (PCF ) CORE cof,tPAcTt0fl tfl) 6 6A 7A I East Lane, 7' South of Brick, 6' Yest of Curb and Gutter Uest Lane, 30' South of Brick Ori ve, 5' East of Curb and 6utter Retest of l{o. Retest of l{o. €ast Lane, 5' t{orth and 18' East of Curb and Gutter 145 I 145.8 145.8 145 .8 145 6 132.3 135. 2 136.7 t37 .2 l4t .5 91 93 94 94 97 FULL TIMT OBSERVATIOI{ X PART TII.{E OBSERVATIOI{ urs nEF6Eipnesrlrs oplNtoNs Fofir.rED As A R€suLT oF ouR oESEEViTro s oF ravElrEXT coflsrRucrlo{. uE HAVE RELTED o rHE cot{lRAcroR APPLVTHS TH€ RECOI,T..T€}ID€O COfIPACTTVE €FFOR' DUNI}IG THE TIMES WHE{ OJN OBSERVEN IS NOT OBS€RVIN€ OPERATIOI{S, 1ESTS ARE I.IAOE OF IHE PAV€I,iENT OI{LV AS BELTEVEO XECESSARY TO CALIBRAI€ OIJR O8sERVE8'S JUDBEI.I€IIT. TEST DATA AiE I{OT TH€ SOL€ BASIS FgR OPIi{IO}IS OI{ VHETITER IHE PAVSMENT I,IEETS SPECTFICATTO{S, flUCLEAR DE}ISITY IESTS S}OI'LD 3€ C(I{SIOERED RELATIVE T'NLESS CORRELA'EO TO CORE D€dSIrrES AT THE SAt'lE LOCAIIOIIS. AST}I RECof+lEllOS COeRELAltofl AT A lllxlrAr.{ OF SEvgfi LOCATIO'{S THE }IUCLEAR DEI{SOI,IETER METHOD OF ACCORDAIICE VITH AST}I 02726 I{UCLEAR GAUGE I'IAKE: Troxl er TESTII{6 III ACCORDAI{CS YITH ASTI.I 02950 YiTH CORE CORR€LATIOIIS PERFORIIEO IfT ll0DEL: 46408 STRIAL I{UI{BER STATIDARO COUi,IT PRELIIIiIIARY OESERVATIOIIS AIID/OR TESI RESI'LTS VEREALtY REPORTED TO: PROGRESS REPORT: COPIES: R.A. t'lel son & Associates, J.V.A. , Inc. ; Town of Gwatlmey Pratt Schul tz; Inc. Vai 1 Billy Earbour FIETD OBSERVER Fred R. Caneron APPROVEO BY CHEN.NORTHERN, INC. cofisulTIt{G E1{6t I{EERS At{o SCIEilTISTS ilAli t1 ,ti4 REPoRT oF coNcRETE TEsT cYLINMh 6arf,. ,I/. DEPi: T0: l,lECl'l Enterprlses JOB N0. 4 178 93-3 DATE: 10-18-94Attn: Eustaouio Corti na P.0. sox 3149 SHEET 1 0F IVaiI, C0 8i 658-3149 PR0JECT: Liftside Butlding, east of Uesthaven 0rive and lestin Hotel , South Frontage Road Uest, Yail, Colo. PLACEI.IEIIT LOCAT IOI{ :Pool Stai rs. BATCH TICKET II|F0RHATI0I{ SUPPLIER: }lestern ilobile TRUCK t{0. 97 TK TICKET l{0. 1636 f,tIX oESlGll flo. i4 TIifE BATCHIO: l0:57 All TII{E ARRIVE0: 1l:20 Altl TIHE PLACE0:11:40 A}I-CU. YD. I0AD/ACCW; Tl?l FIELO IESTIiC IIIFORI.IATIOI{ SAITPLE ITiIP: 67 "F AIR TE}IF: 35 .F Tlt'lE TEST TAKEII: 11:50 M SLtltlP: 2 1/2 lll. AIR C0l{TEtlT: 4.5?( UET UIIIT IIEIGHT: 142.0 JOB SPEC I FICAT l0tt5: SLUIIP: llax.4 lll. AIR C0flTEIT: 4-81 IIATER ADOED AT SITE -- GAL. CYLII{OER I NFORI'IAT IOI{ tlO. 0F CYLI|i0ERS: 6 CYLII{DER SIZI: 5"x l?" TIl,lE CYLIT{DERS CAST: 12:00 PH UH€RE CAST: 0n-Site CURIflG I l{FoRl'lAT Iotl II{ITIAL CURE: On-Site0n-Site FIELO ST0RAGE FACILITIES; insulated Cure Box DATE RECEMD AT LAB: --- 8Y: Ken La0roix fll t{/l'lAx A6E DAYS DATE TESTED TOIAL TOAO (L8sl O I AI'IE TER ( Ir{cHES } AREA {sQ rir} COMP.sTR, (Ps I ) TYPE OF FRACTURE CYL IIIOER UE I6}IT (LBs) CYLINDER UI{IT UEIGHT ( PcF) 7 I 28 28 28H 28H 10-25-94 10 -2 5-94 11- 15 -94 1l -15-94 lr-15-94 1l- 15-94 116,000 1 15,500 154,000 152 ,000 r54,000 151 ,000 6.01 5.98 5.99 6 .09 6. 10 6.00 28.37 28.09 28.18 29. 13 29 .22 28.?7 4090 41 l0 5460 52?0 q?70 514 0 shear shear snear sheat shear shear 0tst6il STRE]{GTH 4000 PSI 0 28 DAYS TESIS 8Y LABORATORY PERSOIIIITL ARE II{ ACCOROAflCE YITH APPTICABTE A5II.,I HITHODS UI{LEsS OTHERIJISE I{OTED SO}IE I IIFORI,IAT I OI{ OF TEST REPORT I'IAY BE PROVIDED BY OTHERS REIIARKS: COPIE5: R,A. l{elson & Assocjates, Inc.; Town of Vai l ; Uestern l'lobi le; J V A, Inc.; Guattmey Pratt Schultz;Ken LaCroix Bobby J. Hays FIELD OBSERVER APPROVED BY Ar I muturl protactlon to cllant3, thc Fublic lnd ours!lvas, ill rcportt cllcntsr .nd .uthorlzrtlon tor publlc.tlon o{ 3t.t!n|cnt3. Conclualona or D€ndlng our Hrltt.n.pprovrl. s.rplca )rlll b. dlspo!.d of.ftcr ta3tlngln rrttlng. A nqrbci of th. U!! Sroup of coft9.rl.3 rrc sutnJttcd rs th. confldl.nti.l proparty ol .rtr.ctr {rofi or rcgardlng our r€Portt l3 r.t.rvedts cohplct€d unla!3 oth.r a.r'angeBrnts tgr.cd to Forltt xo. c g:l3A 6/9: CHEN.NORTHERN, INC. c0(sutTIfiG tlrGIr{EERs Al{D sClEnT tsTS REPORT OF CONCRETE TEST CYLINDER DATA T0: ltECll Enterpri ses JOB ll0. 4 178 93-3 DATE: 10-?6-94Attn: Eustaqui o Corti na P.0. 8ox 3149 SHEET L 0F 1Yail, C0 81658-3149 PR0J€CI: Liftside Building, east of Uesthaven Orive and Vestin Hotel , South Frontage Road l{est, Vail, Colo. PLACEI'IEIIT LOCATIO :Stdirs, Loner Half, Pool Staircase. BATCH TICKET Il{F0RHATl0t{ SUPPLIER: lJestern tlobile TRUCK tto. !58 rK TtcKET 1{0. 1659 HIX DESiGN [0. 48 TlltE BATCH€0: 7:5? All Tll{E LRRIVTD: 8:15 A}l TIIIE PLACED: 8;25 AI1-CU. Y0. L0AD/ACCtlll: 7 FTELD IESTII{6 II{FORI'IATIOIi SAI'IPLE TEIIP: 65 "F AIR TETTP: 20 "F TME IEST TAKEN: 8;30 Al'{ SLUIIP: 4 1/2 lr{. AIR C0]{TENT: 5.5% trtl lmIT ITEIGHT: 141.0 JOB SP€CIF ICAT I0llS: SLUIIP: Hax.4 lll. AIR CONTEI{T: 4-8X IIATER ADDEO AT SITI 3 6At. CYTIIIDER I IIFORHAT ION t{0. 0F CYLINDERS: 6 CYLIiIDER SIZE: 6"x 12" TIfif CYLIT{0ERS CAST: 8:40 AM LrHtRE CAST: 0n-site CUR IIIG I'IFORI.IAT IOI{ I l{I T IAL CURE:24 hours On-Site DATE RECEIVED AT LAB: 10-27-94 FlEt0 ST0RAGE FACILITIES: Insulated Cure Box BY: Ken Lacroi x lllll/HAx AGE DAYS DATE TESTED TOTAL LOAD (L8S) DIAIIETTR ( I flCHtS ) AREA {sQ It{) COMP.5TR. (Psr ) TYPE OF FRACTURT CYLIHDER !,ETGHT (L8s) CTLlilDER U}I{T lIE I6HT ( PcF) 7 7 z8 z8 ?8H z8H I I -?-94 L1-2-94 1l-23-94 ll-23-94 l1-23-94 l1-23-9if l4 t ,000 15s,000 l7l,000 180,000 176,500 I81 .000 5.S8 s.98 5.99 6.07 5.98 5.98 28.09 28.09 ?8.18 28.94 ?8.09 u8.09 5020 5520 5280 o(zu 6?80 644 0 shear con/shear shear shea r snear shear DESIGI{ SIRENGTH 3OOO PSI @ 28 DAYS TESTS 8Y LABORATORY PTRSOI{IIEL ARE II{ ACCORDAIICE Ii'ITH APPLICABLE ASII,I METHODS UNTTSS OIHERIIISE iIOTID SOME II{FOR}IATIOII OF TEST REPORT I.IAY BE PROVIOEO BY OTHERS REI'iARKS : COPIES: R.A. lle'lson & Associates, lnc Town 0f Vai l; trtestern llobile; J V A, tnc.; Gwathmrey Pratt Schultz Ken LaCroix Bobby J. Hays FIELO OB9ERVER APPROVED 8Y As 6 nutu.l prot.ct{on to cl{.nts, th. public rnd out3€}rrj, r11 reFoit! laa rubrnltted rs thc contidl.ntt.l propcrty ot cliants, rnd iuthorlz.tlon for plbllc.tlon of:tite|n.nte. Conclugioni or oxtrrcta from or r€g.rd{ng our r.port3 l. rcr.rv.dp.ndlng our wrlltcn rFFrovrl. Ssmpla3 *{ll b. dlspor.d of aft.'- testlng ls comp1.t.d unl.si oth.r .rrtngsn.nts {gr..d to A m.mber ;f th. !I!L sroup ot co{wanici Fort|l No. C}4€113A 5/91 i CHEN.NORTHERN, INC. cor{sutTlno filGti{EER5 A]{D SCI {TISTS REPORT OF CONCRETE TEST CYLINDER DATA T0: l,lECll Entenprises JOB 1{0. 1 178 93-3 DATE: 10-4-94Attn: Eustaquio Corti na P.0. 8ox 3149 SHEET I 0F 2VaiI, C0 81658-3149 PRoJECT: Liftside Buildinq, east of lresthaven orive and l{estin Hotel , South Frontage Road llest, Vail, Colo. PTACEIIEIIT LOCATIOI{ :Swinmi ng Pool Deck. BATCII 'IICKET ItlF0R!,lAIIoll SUPPLIER: Uestern Hobile TRUCK flo. 158 TK TICKET t{0. 016281 l,rIX DESI6I{ l{0. 15 TIHI SATCHED: 7:44 A]4 llrlE ARRIVTD: 8:15 All TltlE PLACED: CU. YD. L0AD/ACCUI'I: 7 FIELD TESTIIIG II{F0RHATIOIi SAIIPLE TEI'IP: 65'F AIR TEHP: 60 "F IIIIE TEST TAKEI{: 8:30 Ail SLUIIP: 3 ltl. AIR C0llTEltT: 3.01 tlET U[{IT IJEI6HT: 143.0 JOB SP€CI F ICATIOI{S: SLUIiP: llax.4 It{. AIR C0t{TEt{T: 4-8X UATER AD0E0 AT SITE 17 6AL. cYL MDER I r{F0R}rAT tor{ ll0. 0F CYLII{0ERS: 6 CYLIIIDER SIZE: 6"x l?" TIl.lE CYLIT{DERS CAST: 8:45 Al| TJHERE CAST: On-Site CURII{G IIIFORI,IATIOT{ INITIAL CtfrE: on-s'ite FIEID SToRAGE FACILITIES: Insulated Cure Box DATE RECEIVED AT LAB: 8Y: Ken LaCroix l,lIl{/}lAX AGE DAY S DATE TESTED TOTAL IOAD (LBs) D I AI..IETER ( r NCHEs) AREA (sQ rN) coflP. sTR. ( Psr ) TYPE OF FRACTURE CYLINDER !,E I GHT (LBS ) CYLINDER UI{I T UE I6HT (PcF) 7A ?8A z8A 284 284 H H 10-I1-94 l0- t l -94 1l-l-94 rI-l-94 1l-1-94 ll-l-94 190,000 18?,500 219,000 ?25.000+ 6.07 5.98 5.98 5.98 28.94 28.09 28. 09 28.09 6570 b JUU 7 800 8010 shear shear con/spl i t DE5I6N STREI{GTH 3OOO PSI 8 I OAY TESTS BY LABORATORY PERSOIIIIEL ARE II{ ACCOROAI{CE I.'ITH APPLICABLT ASTI.i I4ETHOOS UI{LESS OTHERUISE IIOTED SOI.IE II{FORMATIOII OF TEST REPORT I,IAY BE PROVIDEO 8Y OTHERS REIIARKS: Rernai ni ng cylinders were di scarded after design str€ngth ras attained. CoPIES: R.A, liel son & Associates, Inc Town of Vail; llestern Mobile; J V A, Inc.; Gwatl^mey Pratt Schultz Ken Lacroix Bobby J. Hays FTTLO OESERYER APPROVEO 8Y a.. lrutsrl prot.ctlon to clltnt3. th! publlc .nd our..lv.3, all r'.Porti cllanti, ard arathorllrtloa foF publtc.tlon of ttatanrnta. Co'|clstlona orp.ndlng our rfltt.n .pprov.l. sr|npl.l |.lll b. dlrpoi.d ot rftar taitlngIn wrltlng. A nrdrb.r ot thc EI! group of cotaP.nl.t .r". rubfiltt.d r! th. confldl.rtl.l prop.t"ty of artractt tror or raglrdlng osr raPorta 13 ra:.rvad It aoirplatad unl.rr otiar rit'angananta lEraad to Forn xo. Ct{gll3A 6/91 "/ CHEN.NORTHERN, INC, COIISULI I 116 EIIGII{€ERS AITD SCIEflTISTS REPORT OF CONCRETE TEST CYLINDER DATA A.. Rutr..] prot.ctton to .ll.nt3. thc publlc .nd ourt.lyrs. rll rcport3 .t-. 5ubnllt.d .i thc confldl.ntl.I proplrty of cllGnt3r .'|d.uthori:rtlon for i{bllc.tton ot at.t.mcnt5. Conclu3lont or rrtr.ct: frot or r'ag.rdlng our r.ports t3 r.t.rv.d pandihg our. |,rttt.n.pFrov.l. S.mpl.r *lll b. dlapo3cd of rft.r tcatlng i3 col|pl.t.d rrnlas!! oth.r.rr.ngdlcnts tgr.ed to ln rrlt ln9. A n nlir ii tha !g! group of cd||Frnl.3 lorn llo' cgEIl3l 6/91 T0: llECt{ Enterprises J08 1{0. 4 178 93-3 DATE: 10-4-94Attn: Eustaouio Cortl na P.0. Box 3149 SH€ET Z 0F ?YaiI, C0 81658-3149 PRoJECT: Liftslde Building, east of llesthaven Drive and tJestin Hotel , South Frontage Road llest, Vail, Colo. PLACEIIEI{T L0CATI0I{: Stairs on l{orth Side on Building and Sidewalk on l{orthwest Side of Planter. EATCH TICKET lt{FoRltATlolt SUPPIIIR: t'lestern Iobile TRUCK l{0. ll4 TK TICKET lto. 016?85 lllx DESI6I{ l{0. 44 TIIfE BATC|IE0: 8:48 Alt TIIIE ARRIVE0T 9:00 frll TIt'lE FIACED:11:00 AI{-CU. YD. I0ADIACCUH: 7ll4 FIELO TESII}IG I IIFORI,iAT IOII TIilE IEST TAKEI{; ll:10 Al't JOB SPECIF ICATIOT{S: SLUIIP: 3 SLIIHP: l{ax.4 I1{ .I[. SAHPLE TE P: AIR CO'{TENT:4.0X AIR COI{TEI{T: 4-81 67 "F AIR TEIIP: 60 T t{ET U]{IT UEI6HT: 144.3 }IATER ADDTD AT SITE IO GAL, cYu[0ER IilF0RHATl0rl l{0. 0F CYLII{DERS; 6 CYLII{DER SIZE: 6"1 12" T IAE CYLII{DERS CAST: UHERE CAST: On-Site CURII{G IIIFORIIATIOI|| II{ITIAL CURt: on-Si te 0ATE RECEIUED AT LAB: --- FIELO ST0RAGE FACILITIES: Insulated Cure Box BY: Ken LaCroix l,{I t{/llAx A6E DAYS DAIE TESTEO TOIAL LOAD (LBS) D IAHEIER ( r ilcHEs ) AR EA (sQ rx) co P.sTR. (PS r l IYPE OF FRACIURE CYLI IIDER UE I6HT (L8S l cYL tr{0E& UI{IT I'E1GHT (PcF) 7B 78 288 ?88 288 ?88 l0-11-94 10-11-94 1t-l-94 ll- i-94 11-t-94 1l -1-91 119,500 124,000 155,000 150,000 t5?,000 t56,000 5.99 EOA s.98 5.98 qqa 5.98 ?8.18 ?8.09 28.09 28.09 28.09 ?8.09 4240 4410 55?0 5340 5410 5550 shear sllear shear snear con/shear shea r DTSIGil STREilGTH 4OOO PSI @ ?8 DAY5 IESTS BY LABORATORY PERSOI{IIEL ARE III ACCORDAI.ICI YITH APPLICABIE ASTI{ I{ETHOOS UNIESS OTHERVISE I{OTED SO}{E IIIFORI{AIIOI{ OF TEST REPORT I.IAY BT PROVIDTD BY OTHERS REIIARKS: COPIES: Town of J V A, R.A. l{elson & Associates, Inc Vai I : Vestern llobi le; Inc. ; Gwathmey Pratt Schul tz Ken LaCroix Eobby J. Hays FI€LD OBSERVER APPROVED 9Y v"' Aa a |nutlal c l l entt, analpardlng ourin r|rltlng. CHEN.NORTHERN, INC. coflsuLTIl{G EirGt EtRs Ar{0 ScIE TISTS REPORT OF CONCRETE TEST CYLINDER DATA Drotactlon to cllan!., thc publlc lnd ourt.lvair r'll ropoits rr. rubrlrltt.d .3 th. confldlentl.l proP.rty ot a|.thorllatlor for publlcrtlon ot rtlt.rncnt3. conclu3lon3 or artracts fro or f.gardlng orlr rcpoft3 i3 retarv.d |{rltten lpproval. S.mpl€3 rlll b. dtrpos.d of rttar taatlnE lr co.qrl.t.d unlct3 othcr lrr,lng.||Entt agrccd to th. !!! group oi comlrnl€r Fom No, CM€ll3A 6/91 KI/' + -ra .5- './OB NoV19e4 €c') ,. Cnau* g S.5"*t':.9Qrr,t'd T0: llEcll EnterDrises JoB ll0. 4 178 93-3 DATE: 10-26-94Attn: Eustaquio Corti na P.0. 8ox 3149 SHEET I 0F I Vai l, C0 81658-3149 PROJECI: Llftlide Building, east of yesthaven Drive and flestin Hote'l , South Frontage Road I'lest, Yail, Colo, PLACEMENT LOCATIOI{:Stairs, lower Half, PooI Staircase. EATCH TICKET Il{F0Rl,lATl0l{ SUPPLIER: Uestern l'lobi I e TRUCK lto. 158 TK TICK€T t{0. 1559 lllx DESI6]{ N0. 48 TIn€ EATCIIED: 7:52 Al4 TI[{E ARRIV[0: 8:15 At{ TltlE PLACED: 8:25 Ait-Cu. Y0. L0Atl/ACCt}.rt: 7 FIELD TESTIIG I]{FONilATIOI{ SMPLE TEI'IP: 65 "F ATR TEIIP: 20.F TIHE TEST TAKEil: 8:30 All SLUi'lP: 4 1/2 It{. AIR COl{TEtlT: 5.51 llET Ut{lT }IEIGHT: 141.0 JOB SPECIFICATIOIIS: SLWP: llax.4 IN. AIR C0l{TEtlT: 4-81 }TAIER ADOED AT SITE 3 6AL. CYL I I{DER I TIFORI.IAT I OII l{0. 0F CYLII{DERS: 6 CYtll{DER SIZE: 6"x l2' TIl,lE CILII{DERS CAST: 8:40 Ail VHERE CAST: on-site CURI116 I]iFORHATIOI{ Ii{ITIAL Ctfr,t: 24 hours on-Site DAT€ RECEIVED AT LAB: 10-21-94 FIELO ST0RA6E FACILITIES: Insulated Cure 8ox 8Y: Ken La0rol x IlIl{/liAX AGE OAYS OATE TgSIED TOTAL LOAO (18s ) DIAIIETER ( r ilcHEs ) AREA (sQ rt{} COMP, STR. (Psr) TYPE OF FRACTURI CYLI itDER UE IGHT (LBS) CYL IIIOER UI{IT !'E I6HT (PcF) 7 z8 28 2AH 28H l1-2-94 1l-?-94 I l-23-94 1l-23-94 I l-23-91 It -23-94 141 ,000 155,000 5.98 5.98 ?8.09 28. 09 50e0 5520 shear con/shear DESIGI{ STREI{GTH 3OOO PSI @ 28 DAYS TESTS BY LABORATORY PERSOI{NEL ARE III ACCORDANCE I'ITH APPLICABLE ASTI.I I.IETHODS UNLES5 OTHERVISE I{OTED SO}IE II{FORIIATIOII OF TEST RTPORT I,IAY BE PROVIDED BY OTHERS REiERKS: COPIES: R.A, l{el son & Associates, Inc.; Toxn of Vail; lestern llobile; J V A, Inc.; Grathey Pratt Schultz;Ken LaCroix Bobby J, Hays FIELO OBSERV€R APPROVED BY I CHEN-NOBTHERN, INC. coBsuLT lllc ElcttEERs Aito scIEilTrsTs REPORT OF CONSTRUCTION ACTIVITIES T0: llECll Enterorises JOB ilO. 4 178 93-3 DATE: 10-?9-94Attn: Eustaquio Cortina P.0. Box 3149Vail, C0 81658-3149 0AILy REPoRT tlo. 100 SHEET 1 0F 4 PROJECT: Liftside Euilding east of Uesthaven Orive and l,lestin tlotel , South Frontage Road Uest, Vail, Colorado. VEATHER COIIDITIONS AI{D TEilPERATURE COIITRACTOR'S COIISTRUCTIOII ACTIVITIIS PERSOI{N€L: $AJOR €QUIPT4ENT: ACTI VIT IE5: CHEI{-I.IORTHERI{'S SIIE ACT I V TTIES Huntingdon (Chen-Northern) tras on-site this morning per the contrdctor's request. Density and rnoisture tests were perfonned on the -3/4" Road Base. The first three tasts were perforn€d in the area to be paved today. The failing test areas received additional conpacti ve effort with a Srmoth Drum Rol ler and Jumping Jack, The aneas uere retested and test results indicate that the naterial was placed in accordance Hith project specifications. The asphalt $as placed in a 3" to 4" lift. Coryactive effort rvas applied uith 6 Vibratory Plate first, then with a Vibratory 4' Snooth orum Roller. Two tests nere performed and were found to was applied with the Smooth orum Roller.still be low. A third test was perfonned passi ng. be low in rret density. Additional cornpactive effort Retests xere performed and found the wet density to in another area and the wet density was found to be VEREAL COI'IMUI{lCAIIOII VITH COiITRACTOR, EI{6INEER, ARCHITECT, OI,'I.IER Jeff Kelly *ith R.A. llelson was i nform€d Huntingdon could return on l.londay (october 31, 1994) to retest the failing areas to find out if the flet density had net acceptance after tl|e asphalt had cooled and tightened. He accepted this suggestion. COPIES: JVA, R.A. llel son & Associates, Inc. Ine.; Gwathrcy Pratt Schul tz Iown of Vail;l Billy Barbour FIELO OBSERVER Fred R. Carrenon APPROVED BY Aa a nstual piot.ctlon to cll.ntir th. publlc.nd ourrclv.t. .tl r.lort3 rre 3qhi|ttt.d 33 tha ccnfldcntl..l Piop.Fty ot ou.r _cllcnts' .nd itttroiiiiii"i ij" p"tl t;ilon;f *iatc..itt. Corclurlona or ritrrctr iron or rcg.rdtng our r.ports li rcscrvcd p.ndlng our wr{ttcn .pFtov.l. S.Dpl.r rlll b. dirpor.d of.ftcr t.rtlag lr corplat.d snl... other.rr.ngcnantr air agrrcd to In i|rltlng. A nr.rlbcr ot th. g[! grouP of comprnl.r CHEN.NORTHERN, INC. c(x{sulTtt{6 ENGI €gRS A}rD SCTEN'ISIS REPOHT OF FIELD NUCLEAR DENSITY TESTING T0: l'lECll Entetpri ses JOB ll0. 4 178 93-3 DATE: 10-29-94Attn: Eustaqulo Cortina P.0. Box 3149Vail, C0 81658-3149 DAILY REPoRT tl0. 100 SHEET 2 0F 4 PROJECT: Liftside Bullding, €ast of lJesthaven Orive and Vestin Hote'l , South Frontage Road llest, Vail, Colorado. 5PECIFICATIOTI COI,IPACT I OI{ & IIATERIAt tillllll,lul'l REQUIRED II{-PLACI OE|{S]TY: 95?| AS 0ETERfllllED BY: ASTM D-698 CoilSTRUCTIotl CoI{IRACT0R: R.A. l{elson & Associates TEST LoCATlotlS IIERE SELECTED BY: Chen- orthern TYPE Al{D l{tmBER 0F EARTH l.l0VIl{G UNITS: llot observed TYPE AtlD l{UltBER 0F C0llPACTI0l{ UtllTS: l{ot 0bserved I.IETHOO OF ADDII{G I'IOISTURE: THICKNESS 0F LIFT: l{ot 0bserved tlutlSER 0F PASSES: As Required TEST flo. LOCATI()iI DEPTH OR ELE VAT I OII (FEET) LABORATORY L rrElD PERCEIIT ( RELATIVE/ tlMIl.lul'l) OETA I IIED SOIL TYPE HAXIMUI.I DRY t)EXSI TY (pcf) OPI IHU}I t.IOI STURE c0r{TEt{T (x) DRY DEI{SIIY (PcF ) MOI STURE c0r{TEt{T (x) 5l aa 6uest Dni veway, lJest Entrance Lane, Southrest of 8ui ldi ng, 3' l{orth of South Curb & Gutter and 6' East of l{est Curb and Gutter 6uest Dri veway,l0' llest of East Curb & Gutter, Southwest Entrance Subgrade Subgrade 134. 2 !34.2 7.9 7.9 t27 .5 130.9 Yd o( -3l4" Aggregate Base Course -3l4" Aggregate Base Course FULL TII.IE OBSERVATIOI{ X PART IIHE OESERVAIIOI{rxls nEpo-iipnesExrs opn{tors roRr,rED As A nEsuLT oF oun osffiirtorc oF FILL pLAc€MENr. v€ HAVE RELIEo or{ THE coNTRAcroR To CONTTNUE APPLYING IHE RECCFI.I€NO€D COI.IPAC'IVE EFFORT AI{O I,SISTUNE IO FILL DT'RIIIG THE ITI'I€S I+IHET{ OUR OSSEFVER tS I{OI OESERVIIIG OPERAIIONS. TESTS ARE !.IAOE OF THE FTLL ONLY AS SELI€VSO H€CESSANY 'O CALTARATE OUR OASERVER'S JUOGEMEI{T. TSST OATA ANE Of THE SOLE EASIS FON OPIRIONS Or{ VHETHER THE FILL M€ETS SPECIFICATTOIIS. THE I{UCLEAR DEIISOI4ETER IIETHOO OF TESTII{G I.IAS USED Itt SUBSTAfiTIAL ACCOROAI{CE IIITH ASTM 02992 AI{O 03017. PRELIllll{ARY 0BSERVAII0I{S AI{D/0R TEST RESULTS VERBALLY REPORTE0 l0: Jeff Ke1ly }rith R. A. l{elson & Associates PROGRESS REPORT: COPIES: R.A. l{el son & Associates, Inc.; J V A, Inc.; Gwattmey Pratt Schultzi Town of Vail;8illy Earbour Fred R. Cameron FIELD OBSERVER APPROVED BY Ai | fiutu.l prot.ctloh to cltcnt3r th. p!!Ilc lnd orrr.lvcr. r'll r.ports .rc rubnrltted.3 th. conlldcntl.t proPcl"ty ol our cliant3, .rd authort.rtton for Frrbltcitlon of 3t.tcncnt, concluslon3 or.rirlct3 fro||| or r.q.rdirg osr rcportt tr r.r.rved- p.tldlng ou'. wFltt.n .pprovrl. Srmpl.3 rrlll b. dl3$arcd ol aftcr tCrii$g i3 con|pl.t.d snl.rr oth.r .rr.ngdtEnt! ric .lgrccd to in wrlting. A mrrb.r ol the !!!l group of conprnl.s l'/ CHEN-NORTHERN, INC. co sultlNG allelr€ers A{o sclE}lTlsts REPORT OF FIELD NUCLEAR DENSITY TESTING As. nxltsrl Drotrctlon to cllcntt, th. rubllc rnd orr.r.lv.r, rll r.poftr .r. ruhfiltt.d.r thr contld.ntlal pr'oP.rty ol our cll.rtt, .nd atthorlritton foF publlcrtlon of itatdiantr conclurlonr or attracta troG or ragrrallng oqi r.t.Ftr l3 ratafvad Fardlng our writtan rpproval. S.ipl.r rlll h dl3po..d ot attor t.itlng lr coitpl.tad snl.r3 oth.r.rr.ng.n ntB tr..gr..d to ln wrtting. A d..ib.r. ot thr M troup of cdrp.nl.3 T0: fitcll Enterprises JOB tl0. 4 178 93-3 OATE: 10-29-94Attn: fustaquio Corti na P.0. Box 3lrl9vail, C0 81658-3149 DATLY REP0RT t{0. 100 SHEET 3 0F 4 PROJECT: Ltftside 3uilding, East of llesthaven Drive and llestin Hotel , South Frontage Road Uest, Vail, golorado. tE)T ilo. L0CATl0r{ D€PTH OR ETEVAT IOTI ( FEtT) [41 ]OEAIQRY I IIETO PERCEiIT (RELAITVE/ rlAX I ltUH ) OBTAI NTO SOIL TYPE ilAx t l,tult DRY OEI{5ITY (pcf) 0PTIIUtl I.IO I STURE cofiTEflr(t) DRY DEII S I TY (PcF) HOISTURE c0l{Tt1{T (xl 54 5?A 54A Guest Dri veway, 15' South of 8ui I di ng Brlcked Area, 5' East of Curb and 6utter, llest Side East/Vest Service Dri veway, l{orth of Building, 10' from l{orth/South Curb and Gutter Retest of llo. 5? Retest of llo. 54 Subgrade Subgrade Subgrade Subgrade !34 -2 134 .2 134.2 134 .2 7.9 7.9 7.9 7.9 130.9 128.0 t30.5 13?.2 t.t' 4.0 4.5 4.6 98 95 99 -3l4" Aggregate Base Course -3l4" Aggregate Base Course -314" Aggregate Ease Course -3l4" Aggregate Base Course C0PIES: R.A. llelson & Assaciates, In6. J.V.A., lnc.; Town of Vail Gwathney Pratt Schul tz; Billy Barbour Fred R. Cameron FIELD OBSERVIR APPROVED BY CHEN.NORTHERN, INC. COIISULTIIIG EI{CII{EERS AI{D SCI EIITI STS REPORT OF ASPHALT PAVEMENT TESTING A3 . t||utual prot.ctlon to cll.ntt,. th! publlc and ourrcle.a. rll r.portr .r. rub|nlttad 13 th. confld.ntlrl proP.rty oi our cll.nti' rnd ruthorllttlon loi gqbllcatlon cf 3trtaGrnt r concluilot3 or rtt,rict3 frori oi rrgrrdlng oui raPsrtt li rtte!'vad- Pandlng ost'irltt.n rpprov.l. Sarnpl.r vlll b. dl3po*.d of !ft.r. t.rtlnE la ccipl.t.d unl.ir othrr rrrrng.mants ar..gr..d to ln |.fltlng. A h.nb.r of th. E!! groun o{ coc|prnl.s T0: f,l€Cll Enterprises JoB t{0. 4 178 93-3 DATE: 10-29-94 Attn: Eustaqulo Corti na P,0. Box 3149Vail, C0 81658-3119 DAILY REP0RT ll0. 100 SHEET 4 0F 4 PRoJECT: Liftside Suilding, East of Uesthaven Driye and yestln Hotel , South Frontage Road Hest, Vail, Colorado. SPECIFICATIOI{ COI,IPACT IOII & I,IATERIAL I'lI t{ I l'lu.l AVERAGE CORE I||-PLACE DEIISITY 0F 95 PERCEIIT 0F THt l,lAxll,lUl,l OEllslTY COI{STRUCTI0|I C0IITRACTOR: Elam Construction TEST L0CATI0I{S !rERE SELECTED AT RAl{DUl{ It{ ACC0RDAIIOE UITH ASTI.'I D 3885 TYPE A]{D l{Ul.{BER 0F C0l,lPACTI0ll U!{ITS: l{ot Observed lEI,IPERATURE VAR IATIOITS THICKIIESS OF L IFT: NU}|EER 0F PASSES: As Reouired IEST flo. LocAT t0rl 6uest Dri ve*ay PAVEf.lEtlT LI FT LABORATORY DEIIS ITY tPcF ) HVtEr{ I'IARSHAI IIIJCIEAR FI ELD DEItSIlI (PCF ' I{UCLEAR col'rPAcT I0 (x) CORE tEI'|GTH ( IN) coRt FIETD DEIIS ITY (PcF) CORE cor'rPAcT 1oil(rl 6 7 6A 7A I East Lane, 7' South of Brick, 6' !,est of Cunb and Gutter llest Lane, 30' South of Brick ori Ye, 5' East of Curb and Gutter Retest of l{o. 6 Retest of llo. 7 East Lane, 5' l{orth and l8' Eaet of Curb and Gutter t45 B 145. I 145.8 145 .8 I115 t3?.3 135.2 136.7 t37 .2 141 .5 9t 93 94 94 97 FULL III,IE OBSERIIATIOII , X PART TII'IE OBSERVATIOIT THIS REFMT_PRESEITS oPt toIIS FoRIiIED As A QESULI OF oUR odsEnv.Tlot{s OF PAVEMEII' CO STRuCTIq{. wE HAVE RELIEO ON THE @NTRACTOR APPLYtxg tHE nECO.l.l€f{OED CofI?ACTTVE EFFORT olJRtNC THf ?ll.lEs tr}lE l OtR OSSERVER 15 tlOT oBS€RvltlG OPERATtollS. TESTS ARE IIADE OF tHE PAVET'IENT Of{LY As BELI€VED {ECESSAFY TO CALTBRATE OUe oASElvEa'S JUDGEI.|EN1. T€St OATA AiE }{oT THE SOLE EASIS FOR OPINIONS Ot{ rfi€THER IH€ 9AVEI'lEt{l IEETS SPECTFICAIIoNS. IIUCLEAR DEtlSl?Y TESts SHOULD BE CONSIDEFED QELATIVE UNLESS GoRRELATED TO CORE DEISITIES Al THE SllrE LOCAIIONS. ASfi nECOr,lE}lDS CORRELAIIoII At A l.llfltMr4 OF SEVEN LO€AllOrlS TIIE I{UCLEAR DEII5O}IETER I,IETHOD OF TISTING III ACCOROAIICE I/ITH ASII.I 02950 VITH CORE CORRELATJO}IS PERFORI,IED II{ ACCOROAI{CE I,'ITH A5T}I 02726 I{UCLEAR CAUGE I'IAKE: Trox}er it0DEL: 46408 SERIAL llUllEER STAI{DAR0 COUNT PRELII,III,IARY ()ESERVATIO'IS AI{D/OR TEST RESULTS VEREALLY REPORTED TO: PROGRESS REPORT: CoPIES: R,A. l,lei son & Associates, Inc.; J.V.A., Inc.; Town of Vai l; I Gwattmey Pratt Schultz; I Billy Barbour Fred R. Cameron I FIELD ()BSERVER APPROVEO BY \./ o HUNTINGDON ENGINEERING & ENVIRONMEI'ITAL, lN (FORMERLY CHEN.NORTHERN, INC.' CONSULTING ENGINEERS AND SCIENTISTS REPORT OF CONCRETE TEST CYLINDER DATA o (i.i: r-r +.'+"a'i N!',nrn gW T0: llECIi Enterprises J08 ll0. 4 178 93-3 DATE: 11-?-94 Attn: Eustaquio Corti na P.0. Box 3149 Vait. C0 91658-3149 SHEET lOF t PRoJECT: l-iftside Euilding East of ltesthaven Drive, South Frontage Road llest, vail, Colorado- PTACEI4EIII LOCAT I Ot{ :Bus Stop Pad. BATCH TICKET INF0RI'iAT|O]{ SUPPLIER: lJestern Hobile TRUCK ll0. 158 IK TICKET tlo. 1683 l'lIX 0ESI6i{ t{0. 44 TIffE EATCHEo: ?:48 Ptt IIHE ARRIVED: 3:00 PH TtuE PLACE0: 3:15 PH-CU.Y0.L0A0/ACCUM: ?12 FITLD TESTII{G lllFORMATIOfl SAMPLE T[HP: 7g'F AIR T[l{P: 50'F TlHt TtsT TAKII: 3:!0 Pl{ SLtll'tP: 4 tll. AIR c0t{TEtlT: 6.51 \lET utlll IJEIGHT: 138.8 J08 SPICIFICATI0TIS: SLUIIP: lll. AIR C0NTEI{T: I-TER AD0ED AT SITE -- 6AL. CYL INDER I IIFORI'{AT IOil l{0. 0F CYtlx0ERS: 6 CYLTNDER SIZE: 6"x 12" TlllE CYLINDERS CAST: 3:20 Ptl IIHERE CAST: 0n-Site CUR I I'IG I IIFORHATI ON It{lTlAL CURE: 0n-Site OATE RECEIVEO AT tA8: FIELO STORAGE FACIIITIES: lnsulated Cure 8ox BY: Ken Lacroix ttll{/l{Ax A6E t)AYS DAIE ITSTED TOIAL LOAD (LBs) D I AHETER ( rNcHts) AREA (sQ lx) COMP.SIR. (PSr) TYPT OF FRACTURE CYLJI{OER I.'E I6HT {L8S) CYL I NDER uri ll $EIGHI (PCF) 7 28 28 28 28 H H I I -9-94 ll-9-94 I 1-30-94 I I -30-94 I l -30-94 I I -30-94 t 03 ,000 103 ,500 5.98 5.98 ?8. 09 28.09 3670 3690 snear con /shea r OESIGi{ SIREI{GTH 4000 PSt 0 ?S OAYS TESTS BY LASORATORY PTRSOIIT{Et ARE tN ACCOROAI{CE VITH APPIICAETI ASTII HETHODS UI{1E55 OTHERIJISE NOTED SO}iT INFORHAIION DF TEST REPORT I.IAY BT PROVIDTD 8Y OIHERS R[ ARKS: COPIES: R.A. Nelson & Associates, Inc.; l,lestern l.lobile; J.V.A-, Inc.; Town of VaiI; Gwatfmey Pratt Schul tz:Ken Lacroix Bobby J. ttaYs FIELD OBSERVER APPROVTD BY As ! hutu.l !.otrction to cli.n!i. thc publlc .uthorir.tion to|" Dublica!lon of itrtcmcntr. lpprov.l. 5.6p1.3 wlll b. dirpor.d ol .ft.r A rcmb.r ol th. HIH group ol companlcr .?id oul"'ctrlr. .ll ..po.t3 ... 3ubmltt.d.s th. confidiGnti.l propcrty.of clicnts'-'6d Ccncl'riione or !rtr..ts tro,n or r.g.rding ou. r.po.is i3 ..iervcd pcndln9 ou' r'rtr'n tcit ins r3 conpr€t.d unrcir oth.r .ff.ns.mcntso.sr.ll li.ii.l.l)llt. d'1"% #. *oirrro ''4 B ,;i**sa S ," [n[iintmaec Kbr,r,*d CHEN.NORTHERN, INC. CONSULTIIiIG EI{G!I{EERs AI{O SC I EI{TIsTS REPORT OF CONCRETE TEST CYLINDER DATA Ar. Futull prot.ctJo|r to cttlnti, th. publlc and our!.lv.s. .ll rGport5 rr.3ubmlttcd.t !h. confld{.ntl.t prop.rty ol c!tGnt3, .nd.uthor-tz!tton tor publlcation of st.t€m€nts. Conclurlon3 or extrrcts f.on or r.garding our i.portt^lt-re3'rv'd p.ndtng our irtttcn 3pprovil, llmpfer tllff bc dl.pos€d of .fter testing l3 c(npleted vnlt35 other tr.lng.m.ntr rgr€o !e A-.;;il; ;i the !I! group o{ codprnle. Fom tlo. cMEll3a 6/91 T0: l{ECl{ Enterprlses JoB l{0. 4 i78 93-3 DATE: 10-26-94 Attn: Eustaquio Corti na P.0. Box 3149 SHEET I 0F I Vail, C0 81658-3149 PROJECT: Liftside Euildtng, east of llesthaven Drive and lrestin Hotel , South Frontage Road llest, Vail, Colo. PLACEI'IENT LOCATIOI{ :Stairs, Lower Half, Pool Staircase. BATCH TICKET f FoRllATIolt SUPPLIER: vestern Hobile TRUCK lr0. 158 TK TICKET ll0. 1659 l.lIX DESIGI| l{0. 48 TIiIE SATCHED: 7:52 Al{ TII'IE ARRIVEO: 8:15 All TIHE PLACEO: 8:?5 Al'l-CU. YD. L0AO/ACCUi|: 7 FIELo ltslltlg It{FORlllTtot{ SAI'IPLE TEI'IP: 65 "F AIR TE}IP: 20 "F TIttE TESI TAKEI{: 8:30 All SLtfiP: 4 1/2 ltl. AIR C0NTEI{T: 5.57 UET UtltT ITEIGHI: 141.0 J08 SPEC I F ICATI0I{S: SLttlP: ilax.4 It{. AIR C0NTEi{T: 4-8i( }/AT€R ADDED AT SIT€ 3 6AL. CYLII{DER I NFORI,IATIOII t{0. 0F CYL! DERS: 6 CYllltDER SIZE: 6"x 12" TIilt CYLIT{DERS CAST: 8;40 AH LTHERE CAST: on-Site CURI}IG I IIFORI,IATIOI{ Il{ I T IAL CURE:24 hours On-Site DAIE RECEIVED AT LA8: 10-27-91 FIELD ST0RAGE FACILITIES: Insulated Cure Box BY: Ken La0roix l{IN/llAX A6E DAYS DATE TESIED TOTAT IOAD ttBS) DIAfiTTER ( II{CHES) AREA (sQ lli) co[P.sTR. (Psl ) TYPE OF FRACIURE CYt IT,IDER IltE I GHT (LBS) CYLII{DER UI{IT IJEIGHT ( Pc,F ) 7 28 28 28H ?8H ll-2-94 u-2-94 u -23-94 I I -23-94 l1-23-94 1l-23-94 141 ,000 155,000 177,000 180,000 t76,500 181,000 5.98 5.98 5.99 6.s7 5.98 5.98 28. 09 ?8.09 28. l8 ?8.94 e8.09 28.09 5020 552 0 6280 6220 6280 6440 shear con/shea r shea r shear shear snear DE5I6I{ STREIIGTH 3OOO PSI O 28 OAYS TESTS BY LABDRATORY PTRSOI{XTL I,RE III ACCORDANCE \.'ITH APPTICABLE ASTI.I T.IETIIODS UNLESS OTHTRI.'ISE NOTED SOI,{E I }'IFORIIAT IOII OF TEST REPORT HAY BE PROVIOED BY OTHERS RE}IARKS: CoPIES: R.A. llelson & Associates, Inc Town of Vail; Uestern ilobile; J V A, Inc.; Gwathney Pratt Schultz Ken LaCroix Bobby J. Hays FIELO OBSEIVER APPROVEO BY {:',L'2 *lrt:r'!.!: I-€ftw Y{erzruoj CHEN.NORTHERN, INC. coflsutlI G E[cII{EERS AlrD SCI ETTTI STS REPORT OF CONCRETE TEST CYLINDER DATA ( Aa a 'lut||al protactlon to cll.nt.. th. public cll.ntr, .nd ruthorliltlo. for publlcrtlon ofp.rdlng our' v,rlttcn .pProv!1. Srmpl.i wtll b.ln wrl tlng. A ||t.| b.F of th. !f! group ol eo prnl.t .|rd ogl.salvas, rl I raporta st.t.|ncrts. Conclusi ont or dl rposcd of.ftlr t€stlng .rc subm{tt.d a3 ihe confldlcntl.l prop.rty of al(trrctr fiom or rcgard'ing our r.portt il rctcrv.dl3 complatad !nl€s3 othcr .rr.ng€mnts lgrcaq !o Form i{o. Cil€113A 6/91 T0: tlECl,l Attn P.0. Vai I PROJECT: Enterpri ses Eustaquio Cortina 8ox 3149c0 8I658-3149 L i ftside gui I dl ng, JOB ll0. 4 178 93-3 0ATE: 10-18-94 SHEET I OF I east ot Vesthaven orive and l,esti n Hotel , South Frontage Road llest, Vail, Colo. PTACEI{EIIT LOCATIOI{ :Pool Stai rs. BATCH IICKET ltiFoRl,lATlot{ SUppLItR: }festern Hobile TRUCK lto. 97 TK TICKET 0. 1636 t{lx DEstGti o. 14 TIM€ BATCHEO: l0:57 All TIIIE ARRIVED: 1l:20 Atl TIl,lE PLACED:ll:40 All-CU. Y0. L0AO/ACCult: 7lzt FIELD TESfIilG IllF0RLAIl0l{ SAtjptE TE}tp: 6t.F AIR r€ilp: 35 "F TII'IE TEsr TAKET{: ll:50 All S[ul,lP: 2 l/2 It{. AIR c0l{TEt{T: 4.51 UET uflIT UEIGHT: t12.0 J08 SPECIFICATIOI{S: SLU}IP: l,tax.4 lli. AIR C0l{TEt{T: 4-8I UATER A00ED AT SITE -- 6AL. CYLIT{DER ITIFORMATTON l{0. 0F CYLIIIOERS: 6 CYtIt{DtR SIZE: 6"x 12" Ttl,lE CYLINOERS CAST: I?:00 PH IIHERE CAST: On-Site CURIIIG IIIFORI{AI I OI{ INITIAL CURE: on-Site0n-Site FIELD SToRAGE FACILITIES: tnsulated Cure Box OATE RECEMO AT LAB: --- BY: Ken LaCroix Mttl/tlAX AGT DAYS DATE TESTED TOTAL LOAD (rBs) DIAM€TER ( Ir{cHES ) AREA (sq Iil) cor,rP . sTR. (Pst ) TYPE OF FRACTURE CYLINDER VE ] 6HI (L8s ) CYLII{DER UIIIT VEI6HT (PCF) 7 28 28 ?8H 28H l0-25-94 10-25-94 l1-15-94 I I -15-94 I I - 15-94 1l - 15-94 116,000 1I5,500 154,000 tsu,000 154,000 15t.000 6. 01 5.98 5.99 6.09 6. t0 6.00 ?8.37 ?8.09 ?8.18 29. 13 29.22 ?8.27 4090 4l l0 5460 s220 5210 5340 snear shear snear shear shear shear DESIGI{ STRENGTH 4000 PsI 0 28 DAYS IESTS BY LABORATORY PERSOiIi{EL ARE III ACCORDAI{CE T'ITH APPLICABLE ASTi.I METHOOS U1{t€S5 OTHERVISE I{OTED SoHE IllFoRttATIot{ 0F TEST REPoRT flAY BE PR0VIDED BY oTHERS RE}IARKS : C()PIES: R.A. l{elson & Associates, Inc Tofn of Val I ; l{estern l,lobi le; J V A, tnc.; 6*athrny Pratt Schultz Ken Lacroix Sobby J. Hays FIELD OBSERVER APPROVEO 8Y ? .f' iI I I i d I lTr,\ I -trSl I l.\l t[\9/ll \l 1 $H \l E \l f6 frru,tto0 eQ* CIIECK EESAEST PREPARED BY: 2.A-r.- lao/o ,//DArE: t/zr/24 DESCRIPTION OF EJfENSE: CLEAN UP DEPOSIT REFUND FORBP #/€'aal/ NAMEoniog: %-"r;--T ACCOTJNTNUMBER -01 0000 22002 AMOIAIT OF REFUND:- sp-aD DATEAIPROVED, 'l-^t?- ?A f) ? September 19, 1995 Mr. Dan Stanek Town of Vail Building Depa;tment 11 1 South Frontage Road West Vail. CO 81657 Re: Liftside Proiect Dear Dan: The following is a confirmation of our discussion about the installation of a lock on Door No. AR-l 2 located on the west side of roject. It was your decision that be installed on this door, but signage would have be provide on the exterior indicating the following: "THIS DOOR WILL REMAIN UNLOCKED DURING POOL USE HOURS." Please call me if you have any questions. Sincerely, GWATHMEY PRATT Zac:En/l-t d.-fu4fu t/1 'ftJa-tfl Danny$yafrtfeger DS/ad copies to: Frank Freyer Rick Agett, R.A. Nelson and Associates September 8, 1995 Mr. Dan Stanek Town of Vail Building Department 111 South Frontage Road West Vail, CO 81657 Re: liftside Project Dear Dan: The Contractor for the above referenced project nas indicated to me that you will not allow them to install a lock on Door No. AR-12 located on the west side of the swimming pool, which swings into the building as an exit from the pool deck. On 1-20-94, I discussed this door with Gary Murrain and specifically the Owners' cencern with building security. At that time, I asked him if I could change the swing on this door to prevent unauthorized entry from the pool. He was reluctant to allow this change, but did indicate I could have a lock on this door. but the following signage had to be installed above it: "THIS DOOR WILL REMAIN UNLOCKED DUHING POOL USE HOURS" (see attached copy of my phone logl. The Owner is very concerned with building security and would like the lock installed as soon as possible. Please call me as soon as possible so we can discuss this matter. Sincerely, GWATHMEY PRATT TZ ARCHITECTS, P.C. DS/ad copies to:Frank Freyer PI{ONE o CALL LOG @ .roa Lrffi(gs NAIE D' StsevurF{6t^ ' A{1 Not ready A42 Waiting for in*ahot A-71 Not ready N72 Waiting for new screen A.81 Ready All stairs are ready for reinspection. All comrnon are;ts are ready for reinspection. We are waiting for misc. door hardware that is on order. At recreation room, we cannot install a lock on AR-12 per Dan Stanek. Hand dryer wilt be repaired under warranty. FFot t ThJC &r-r tr 4cro r\ Itrr |"egP@FtSf To vnLI Pupcht LIIT oe"if,n Review Action TOWN OF VAIL Fornl Category Number Project Name: Building Name: ProjectDescriptiont:" A:r: r> lontnn,tt .:itrt-utL' .t:., 2orV. lt-nr-,dLvrt*11', {'kt*rt,{. Date x l/t/1 5 Owner. Address and Phone: Architecvoontact, Address and Phone: -/a 9rt z i.ipi !, r,tu,s(? f i .l*ts Legal Description:Lot- Block- Subdivision lri-r:'r:.tr 1r,'r'c,:9. ZoneDiskict f-,,t.'t-' Project Street Address: 2cx,r Board i Staff Action Motion by:{{ nn Vote: ', j Seconded by: Ll wi;t l ftl Approval ! Disapproval 5 StafiApproval Conditions: oate, ?'iI" 15 DRB Fee Pre-paid ftvilfn nglgl ( Please NAME OF NAME OF ADDRESS APPLICATION DATE Print or Type) PROJECT NAr{E oF orrrNER [-lfi-S(DE c-ovDon,n,,u;r plo'stz, /7?--flrro ADDRESS ltlJ t*EsT*l*ttr') Dr1//'<. L'/'tc. (o {ltsl pERsoN suBurrrrNe /rTrtnl kf enoue ?ff 1369 lll(#rod-/ Stt",s -zs)B'n ltf r tn. ci tl(tn B.SIGN OR AWNTNG MATERIAL SIGNATIIRE OF OWNER Jte Lrrrv ?f-r,rz tu-q LOCATION OF PROJECT (address) Lot Block Filing DESCRfPTION OF PROJECT Aitp .C-r,,:.rt:: tvnni{ fi /,,,..t-, i ,ra/ t' ?+^,f /tftstof 4 uan'4 -{rae uf €r',-o'*';: THE FOLLOWING INFORMATION " *UOU APPLICANT PRIOR TO THE REQUEST BEING SCHEDULED BEFORE THE DESIGN REVIEW BOARD A. DESCRIPTION OF THE SIGN/AWNING (FREE STANDING, WALL, PROJECTING, ETC), INCLUDE SIGN MESSAGE. C. SIZE OF OVERALL SIGN, SIZE OF LETTERING AND LOGO HEIGHT OF SIGN ABOVE GRADE DESCRIBE LIGHTING (EXlSTING oR PROPOSED)ty'sl4- h4 D. E. Ro</ - --,^ l"+ /f a-- /, y* F. G. il . LENGTH OF BUSINESS FRONTAGE (FT) CONDOMINIUM ASSOCIATION APPROVAL t/c (ATTACH ) FEE: S2O.OO PLUS S1.OO PER SOUARE FOOT OFperp ' (rs - cHEcK xo. a1737 nnre u/ L. 2. 3. 4. 5. 6, K site Plan Elevations showing exact location of sign or awning on the building Photographs showing proposed locationY Colored scale drawing Sample of proposed materials Photograph of sign if avaifable Sign Administrator TO: SIGN APPLICANTS When applications for sj-gns are submitted, the following infornation is required: 1. 3. 4. A completed sign/awning applicatsion (attached). A site plan showing the exact location where the signis to be located. A photograph if possible and building elevation showing the Location of the proposed sign. A scaled drawing which details the design of the sign, as fol.Lows: (a) Colored exactLy as sign will be.(b) A list of materials to be used in sign (metal, . wood, canvas, paint, etc. )(c) Photograph of sign if available.(d) Specific lettering style and size. 5. ff an awning is proposed, submit drawings showing. exactly how and where the awning is attsached to the building and how the awning is to be constructed. 6. Description of lighting that will be used inconjunction with the sign or awning. If proposing anawning, lighting is not allowed to shine through theentire awning which call-s undue attention to thebusiness. Lighting may spotlight only the actual signlettering on the awning. RECOMMENDATIONS OR POINTERS 1. Check sign code - verify site, height etc.2. Be specific. Vagueness on design, sLze, construction maydelay the approval of your sign.3. Measure frontage of business. APPLICATION FEE WILL BE REOUIRED AT THE TIME OF APPLICATION SUBMITTAL. If this application requires a separate review by any loeal,State or Federal agency other than the Town of VaiL, theapplication fee shall be increased by 9200.00. ExampJ-es of suchreview, may include, but are not limited to: Colorado Departmentof Highway Accesa Permits, Army Corps of Engineers 404f etc. The applicant shall be responsibLe for paying any publishing feeswhich are in excess of 50t of the application fee. If, at theapplicant's reguest, any matter is postponed for hearing, causingthe matt,er t,o be re-published, then, the entire fee for such re-publication shaLl be paid by the applicant. Applications deemed by the Conmunity Development Department tohave significant design, l-and use or other issues which may havea significant impact on the community may require review byconsultants other that, town staff. Shou1d a determination benade by the town staff that an outside consultant is needed toreview any application, Community Development nay hire an outsideconsultant, it shall estimate the amount of noney necessary topay him or her and this amount shall" be forwarded to the Town bythe applicant aL the tirne he fiLes his application with theCommunity Development Department. Upon tompletion of the reviewof the application by the consultant, any ol the funds forwardedby the applicant for payment of the consultant which have notbeen paid to the consul-tant sha1l be returned to the applicant.Expenses incurred by the Town in excess of the amount forwardedby tfe applicant shall be paid to the Town by the applicantwithj-n 30 days of notification by the Town. 4E'd EE'd ftr0l.E€-1tt-158 trFjrrtLF5l 6B-16-19S5 69:ffitl BlrEerrsec 6J.! E€E Fl{ljrl trtF.,trfrrtia L+Jri. r r.rrr S**Lfla--{{#a gB:EIo Hns s6-9I-1nH Nt{ -ff}fril- P. 0s/r0,ti!5 4?6 49m 10: {6 Tr/lx tt0,031{P.0s1 V1ETAL FASC IA{G- TYP ICAL IrhY t2 ,/i' - i' o K $,1 \o"-'*lr{ "to rl X t- \\.+ S.\\\\ \ r-''t\l I1/tl t__--\tt +rtq C) I a =s hJ \l $. \u d... I r.-il ,s { E €0 e s altr=-?t+-qt !{ f.t hl ,.* '| I :?HTr=t{TFJaI{STr=FlF+P- Ft1 TRANSTIIITTAL DATF REFERE}IgE MtyE, COM|r^HY ADDRE$3 FilOHE'r X AUCUgT 2f, tsoE LIFTSIbE GONDOIITINIUMS GHRIS EAftVRq TOUVTI OF VAIL COMMUIIITY DEVTLOFMEI.IT FN( UPS O'NITE APPROIG i INIThL gAT, OEL, CoNFlRtilATloll OT'C}TATFI{ PUEC}IA$E ORDER I PLEASE FIND ATTACHED $CALED PRAWING SHOWING CALCUI.ATION OF II.I SQAURE FOOT PAINTED WALL SIGH. I APPOLIGIZE THAT THts WA$ NOT IN THE ORIGINAL PACI(AGE. ALL NEVI' SIGNAGE WILL BE DARK GREEN. 6LrO 1" rn*k'ln *&"A vPdL il1" P.O. Box268A vait, co 81658 e70.0,19,,,15€5 FAX949.4670 Plr usli.rn Cenler Aspen Office: 910 Nottingham Road 970.S25.1911 euft. S-3 olrnwdod Springr Avon. CO 81620 970,945.C695 ,,r€rnTgcHsroHs attJ:-?Fq-q5i 1 ,,- t- - '-'-t r tl il c__! '-'l t-' I I Il"'L-.J I-* - --il tq vty t/,r oF c> lo e Kl8 6 xtl lL, q a .5 a,l 4# lE.s rt TOWNOFVAIL "t*rrr, % F7 DEPANT!'E:\T OF COM'TITJI\.TTT DE\ELOIMEIiT ,^rt--r , r// .- C}IECI{S }IADE PAYASLE TO TOIT'N OF V IL .*.co(xlsTNo.ITE\,l .r*O. T]AX ' j CO6TB." TOTATT ot 000041540 ZONINC AND ADDRESS I\,TAPS st.o0 ol oooo42415 UMFORM BUILD]NG CODE s54.00 0l 0000424t5 UNIFORM PLUMBING CODE s39.00 0I oo0042415 UNIFORM MbCHANIC-AL COD]sJ 7.00 0I oo0042415 UNIFORI\{ FJRL, CODE s36.00 ol u)00 414t 5 NAI-IONAL ELECTzuCAL CODE 537.00 ol 0000424t5 OTITER CODL, BOOKS ot o{0041548 BLUE PRINTS (MYLARS)s7.00 ot oo00424t2 XEROX COPIES s0.25 $t (ruoo 424I2 'IUDIESor 0000 42412 TOVFTbS COMPUTER PROGRAM st.ut) or oooo4237t PENALTY FEES / RE-INSPECTIONS ot 000041332 PLAN REVII:W RE-CHECK FEE IS40 PER IlR.l ot 000042332 OFF IIOURS TNSPECTION FEES 0l OO00 4lr 0l 000041, CONTRACTORS LICENSES FEES StCN APPLICATION FEE s20.00 6. ot 0{004141-3 ADDIIIONN L S ICN,AGE FEE IS I .OO PER SO.FT.'I ot 000042440 r'I C AK I .PKOJLC'I DUNA I ION ot 0000 4 133 I PRE PA]D DESIGN RT.\'IEW BOARD FEE or 0000423?l INT\iESTJGATION FI-:E ( BUILDING )5l oo00 45r r0 fOV PAlUil n-C FUND 0t 0000 22027 TOV NEWSPAPER DISPENSER FUND*ott0002tI12 T,L\ABLE @ 4% (ST,!IE]i ol 0000 410t0 T,L\AELE @ 4% (TO\\'}-) 0l 0000423?r BU]LDING INVLSTIC.{,T]ON OTITER PEC APPLICATION FEES ol oo004ri30 ADDI'IIONAL CRTA ']50 s200.90 01 000041330 CONDITIONAL USE PERMIT s200.00 ot {.!000 4I i30 EXTERIOR ALTERATION ILESS THAN IOO SO.FT.I s200.00 ot oo0041330 EXTERIOR ALTERATION IN,IORE TITAN IOO SQ.FT.I s500.00 ol 000041330 SPECIALI,IEVILOPMENTD]STRICT TNEWI st.500.00 0l 000041330 SPECIAL DEVELOPMENT DISTRICT TMAJOR AMEND s 1.000.00 ot 000041330 SPECIAL DEVELOPN{ENT DISTRICT TMINOR AN.'END s200.011 ol 000041330 SUBDIVISION(}t ooo0 4t3.i0 VARIANCE s250.00 or oo004t330 ZONING CODE AMENDMENTS s250.00 ot gcoo4t330 Rb - ZONING s200.00 OTHER OTHER /h /i/a,/'- h/t Slrt # ITOTAL:6.=>' coLlrfi}iTs:/r /)'{f It t. uu *.", /il/llu W l0! gT$Ivw ifi*,ili.ili\'Dt?\ Town of Vail Community Development 75 So. Frontage Road Vail, Colorado Bl65Z Re: Application for Additional signage/Liftside condominiums Dear Sir/Madam: Please allow this letter notification that HighTech signs hasauthorization on behalf of Liftside condominiu.s io appty ior additional signage for the Liftside project located at 1234 westtraveq" Drive, Vail, Colorado. Please call shouldyou need additional in imation o r documentation. quio Cortina horized Agent EC.vk August 10, 1995 Eu Au 1275 Westhaven Drive . Vail. Colorado 8I657 . 303-179-9100 LETTER OF CREDIT FORMAT Legal Description: Lot- Block_ subdivisionq4Fgggg . Fiting -SDD /i4 Address r czs ri*tifrF5^- n- DEVELqPER IMPROVEMENT AGREEMENT THIS AGREEMENT, mads and enterd into this 29 day 6f November . 19.24 by and among I'IECM Enterprises, Lrd (herelnafter called the 'Dweloper'), and the ToWN OF VAIL (hereinafter called tho 'Town") and 16t Bank of (hereinafter called the "Bank").. Vail WHEREAS, the Dweloper, as a condltion of approval of ths r.rrt=ia" plans, dated 30 June . 19:!, wishes to enter into a Developgr lmprovement Agreement; and WHEREAS, the Developer is obligated to provide secudty or collateral suliicient in the iudgmsnt of the Town lo make reasonable provisions for completion of certain improvements set forth bdow and WHEREAS, the Dweloper wishes to provide collateral to guarantee performance ol tttis Agreement, including construction of the abovereferenced improvements by means of the following: Developer agrees to establish a letter of credit wifrr a Bank In Eagle County in a dollar amount of $-gt-t99- (125o/o of the total cost ol the work shown below) to provide security for th6 follorlring: IMPROVEMENT A11 remalning landscaping as defined ofl Exhlblt A - Liftside Landseape Plan Sheet L-l dated 30 June 1993 and further described ln Exhibit B - a letter to Jim Curnutte from Rick Agett, R.A. Nelson & Associates dated 2 Decenber 1994 NOW, THEREFORE, in consideration of the foltowing mutual covenants and agreements, th6 Doveloper and the Town agree as follows: 1. The Developer agrees, at its sole cost and expenses, to fumish all equipment and material necessary to perform and complete all improvements, on or belore |-lre--. The Developer shallcomplete, in a good workmanlike manner, all improvements as llsted above, in accordance with all plans and speclfications filed in the office of the Community Development Department, the Town of Vail, and to do allwork incldental thereto according to and in compliance with the following: a. Such olher deslgns, drawings, maps, sp€cificatlois, skelches, and other matter submitt€d by the Developer to be approved by any of the abov*referenced governmental enlities. All said wo* shall be done under th€ inspectlon of, and to tho satisfaction of, th€ Town Engineer, the Town Building Official, or other olficial from the Town of Vail, as aff€ct€d by speelal districts or servlce distdcts, as thsir respective lntorest may appsar, and shall not bB doomed complete untll apgoved and accepted as completed by the Town of Vail Community Development Department and Public Works Dopartmsnt. 2. To secure and guarantee performance 0t lts obligations as set lorth hereln, the Dweloper agrees to provide securlty and collateral as follows: Page t ot3 o lrrwocable letter of credit #in the amount of $__g:._t-9.9- with lst Baqk__o:[_ltai1_ (name of bank in Eagle County] as the security for the improvements sst lorh above it lhere is a delault under ths AgrEement by Dweloper. 3. The Developer may at any time substitute the collateral originally set forth above for another form of collateral acc@tab16 to the Torn to guarantoe the faithful completion of those irnprovements referred to hereln and th€ performance of the terms of this Agreement. Such acceptance by the Town of altemative collatsral shall be at the Town's sole discretlon. :.4. The Town shall not, nor shall any officer or employee trereof, be lidle or responshle for any accident, lose or damage happening or occuning to the work sp€eified in this Agreement prior to the completion and acrceptance of the same, nor shall the Town, nor any offlcer or employae thorsof, be liable for any percons or propefi Injured by reason of the nature of said work, bul all of said liabllities shall and are hereby assumed by the Dweloper. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees agalnst any losses, clalms, damages, or liabillties to which the Town or any of its officers, agents or employees may becorne subiect to, insofar as any such losses, claims, damages or liabilities (or actions In respect thereof) that arise out of or are based upon any performance by the Developer hereurder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or delending any such loss, claim, damage, liability or action. This indemnlty provision shall be in addition to any othsr liability which the Developer may have. 5. lt is mutually agreed ftat the Developer may apply to the Town and the Town shall authorize lor partial release of the collateral deposited with the Town for each category ol improvement at such time as such improvements are constucted in compliance with all plans and specifications as relerenced hereunder and accepted by the Town. Under no condition will the amount of the collateral that is being held be reduced below the amount necessary to complete such improvements. 6. lf the Town determines, at its sole discretion, that any of the improvements contemplated hereunder are not constructed in compliance with the plans and specifications set lorth in lhis Agreement on or before the date set forh in Paragraph 2, the Town may, but shall not be required to, redsem the letter of credit as necessary to complete the unfinished improvements. The Bank shall release such funds upon written request from the Town stating hat the improvements have not been completed as required by this agreement. The Bank shall not require the concunence of the developer prior to release ol the funds to the Town nor shall the Bank be requlred to verily independently that such improvements have not been completed as required by this agrsement, but shall release such funds solely upon the Town's written request. lf the cosb ol compleling the work exceed the amount of the deposit, lhe exc6ss, together with interest at twelvo percent per annum, shall be a lien against the property and may be collected by civil suit or may be cefiified to the treasurer of Eagle County to be collected in th€ same manner as delinquent ad valorem taxes levied against such property. lf the permit holder fails or refuses to complete the cleanup and landscaping, as defined in this chapter, such failure or refusal shall be considered a violation of the Zoning Code. 7- The Developer warrants all work and material for h pedod of one year after acceptance of all work refened to In this Agreement by he Town ll sucfi work is located on Town of Vail propefi or withln Town of Vail right-of-way pursuant to Section 17.16.250. 8. The partles hereto mutually agree that this Agreement may be amended from time to time, provided that such amendmenb be in writing and executed by all parties hereto. Dated the day and year first above written. Page 2 of 3 STATEOFCOLORADO ) ) s8. COUNTYOFEAGLE ) STATE OF COLORADO COUNTY OF EAGLE ,4{o, STATE OF COLORADO COUNTY OF EAGLE MECM ENTERPRISES, LTD., A Colorado Linited Partnership By: International Realty Co., a Colorado corporation its managing general Partner The foregoing.Deroloper lmprwemont Agro€mont war acknowledgnd betore me this l,Jt day ofhEdAB- t$gby fth^sR-ic-k-- 5, 6-T17? Witness my hand and olficial saal. My commisaion expires: was acknovvledgnd before ^.rni"#a.v otMor l*- BANK 19_ by The loregoing Developer lmprovement Agre€ment wzrs acknowledged boforo me this _ day of Witness my hand and offbhl seal. My commission expires: My0om,. .. lF14-97 NNER, COMMUNITY DEVELOPMENT my hand and offhial seal. ljrfihd 98494 Notary Public Page 3 of 3 oI K OF VAIL IRREVOCABLE LETTER OF CREDIT The Tor,m of Vail 75 So. Frontage Rd, I,lest Vai1, C0 8L657 Gentlemen: I^Ie hereby open our Irrevocable Letter ofby your drafts drawn on the FirstBank ofColorado 81657, at sight for any sum not FIVE. THOUSAND - ONE - HI.JNDRED - N INETY - NI NE ANDthe account of MECM ENTERPRISES. LTD. 17 VAIL ROAD VAIL, COLORADO 81657 303,476_5686 Decenber 7, L994 $95,199.00 928 - 8899 EXPIRATION: December 7. 1995 Credit in your favor availableVail, l-7 Vail Road, Vail ,exceeding ttre total of NINETy- N0/100 DOLLARS($95,199. 00) on DATE I AUOUNTi NUUBER: Each draft musE bear upon its face the clause, ',Dranon under Letter ofcredit No, 928-8899, dated December 7, rgg4, of FirstBank of Vail , vai1,colorado." The amount of each draft, rrrhich is negotiated pursuant tothis credit, together with the date of negotiation, Eust bL endorsed onthe reverse side of this Letter of Credit. lJe hereby agree that drafts drawn unde r this Letter of credit, and incompliance with the terms, shalr be promptly honored if presented coFirstBank of Vail on or before. December 7 , I9g5 Sincerely,{ ^ rt \\ ir\n-&r 0,.,*t\ \c-'wccdl Andrew H. Hancoek nSenior Viee President f]\ AHH: sJw R.A. NELSON C'ASSOCIATES. INC. December 2, 1994 Mr. Jim Curnutte Town of Vail 75 South Frontage Road Vail, CO 81657 RE: Liftside Landscaping Dear Jim: Per our discussion, I have reviewed the landscaping plans (L-1 dated 3O June 1993) and subcontract and reviewed the landscaping installed at the site. The following is a summary: EVERGREEN DECIDUOUS ASPEN & OTHERS PER DESIGN EXISTING TO BE REPLACED 66 185 TOTAL , PLANTED REOUIRED AS OF 11t1t94 72 172 8 10 195 I have discussed the shortage with SaBelle's and they indicated that they need to plant the remaining Aspens and Evergreens on the hillside northeast of the ticket office pnd adjacent to the skier stairs. The two required Evergreens will be installed in the Spring. The existing evergreens along the Frontage Rd which were removed will also be reinstalled or replaced in the Spring. We have installed all of the sod lawn per plans and Dennis Anderson. We have not installed any shrubs, ground covers, perennials, vines, seed mixes or wild flower sod including the 2 mugo pines specified as a DRB condition to be installed in the South east corner of the property. Planting beds have been established, edged and mulched. All boulders have been placed. We have not established the planting beds south of the bike path per my memo to Kristan Pritz dated July 26, 1994. All of this work will be done in the Spring. P.O. Drower 5400 . Avon. Colorodo 8l620 . 303-949-5152 . rax303-949-4379 o page 2 To value the landscaping work to be completed at Liftside, I have attached SaBelle's Application and Certificate of Payment dated 111O1 194. This document indicates that ther:e will be $73.659.45 remaining in SaBelle's Subcontract to complete the work listed above in the Spring. The other work to be dohe in the Spring; bikepath landscaping, pilasters at the northeast corner, and removal of the bus shelter temporary slab, shall have a value of $2,5O0.OO. We propose to execute the Developer lmprovement Agreement for $76,1 59 x 125o/o, $95.199. Rick Agett Project Manager R.A. NELSON & cc: Fred Otto ASSOCIATES, INC. Sincerely L tsign Review Action Flrn TOWN OF VAIL Category Number 7.--o^r" ?"Illtq Proiect Name: Building Name: Proiect Description: Owner, Address and Phone: ArchitecVContact, Address and Phone: Zone District projeasrreetAdoress, t Z4€ $Jd';i Itcru,cr-r, -Dviv'f-' Motion by: Seconded by: a Approval ! Disapproval pstaftRpprovat Conditions: Town Planner DRBFeeere-paia h .- t' ib ;:"1 ffi,&{@ l:V ,t+\ property Line Limit ot garago below grade tFAQnta<aF #aN- u& JO -x- tz4 €eee*ttu+- 6 F1 L h€cry't.'it&ec.:-€ NtW €voNe4 *O +l€evetu4.aff -. Y,EW*,THIXveaf,qT V.tnVwNthFcrlna4 a-4--z- j2 P.?OJ7TEIQA ve.Aq trcxlto{tNnyvo'N/ A:pci tu^th-,'wb ?? V B ,,-tEn il *{51'"4 JF :e ss ar €)tiFE..t t5|:3 xS?Hs33 E5Or\ a n--- -rtr-{ tl$ an sF.r9IS HC3lH5I H SE: €rT H(]l4 g6-gE-NH.c I o ON ADDRESS Ghrathmey,/Pratt/schuLtz Architects, 1000 s. Elrorrtese &oaq v{. NN,IE OF PERSON SUBMITTING Henry Pratt PHONE 476-1147 NAI'{E OF OWNER MECM Enterprises PHONE 471-0626 LOCATION OF PROJECT (address)1245 Westhaven Drive Lot BLock Fi]ino SDD No.4-tiftsldesite rtvipd l?983 APPI.,ICATI T0\J -G0i\Jlt$l, DEV, UFry $' (Please Print or Type) NAME OF PROJECT Liftsj-de Condominlums ADDRESS P.O. Box 31 49, Vail, CO SIGNATTJRE OF OWNER DESCRIpTION OF pROJECT private condominiums THE FOLLOWING INFORMATION IS REOUIRED FOR SUBMITSAL BY THE APPLICANT PRIOR TO THE REQUEST BEING SCHEDULED BEFORE THE DESIGN REVIEW BOARD. A. DESCRIPTION OF THE STGN,/AWNTNG (FREE STANDING' WALL' PROJECTING, ETC), INCLUbE SIGN MESSASS. Green metal letters with polished brass rrsrr in "Liftside" - see photo- attached SIGN OR AWNTNG MATERIAL see photoB. to Larqe native rock. SIZE OF OVERALL SIGN, see attached SIZE OF LETTERING AND LOGO D. Er HEIGHT OF SIGN ABOVE GRADE DESCRIBE LIGHTING (EXISTING oR PROPOSED)existing: 1 Si-Le Pl.an Elevations showing exact location of sign or avrning on the building Photographs showing proposed location Colored scale drawing tf G. accent tiqht in ground LENGTH OF BUSINESS FRONTAGE (IlT) Westhaven = 187', Frontase Rd.= 229.7 CONDO}4INIUM ASSOCIATION APPROVAI,(ATTACH) FEE: S2O.OO PLUS $1.00 PEB".SPUARE FOOT OF SIG PAID 6JlL - cnicK No.lk\b DAIE 2 REQUIRED MATERIAT,S SUBMITTED WITH APPLICATION 1 3._ 4. 5. - Sample of proPosed materials 6. - Photograph of sign if available I I Sign Adninistrctor toI I I \ TOWNOFVAIL RECEI?T NO. ,^rr ), ;',f{ CIIECKS ]\'ADE PAYABLE TO TOWN OF VAIL ,ACCOUIITNO:L-''' TA)t" - cosTEt- T0TAL l 0l 0000 41540 ZONING AND ADDRESS MAPS $t.0(, 0l 0000424 5 UNIFORM BUILD]NG CODE $54.00 0l 0000424 5 UNIFORM PLUMBING CODE $39.00 0t 0000 424 5 UNIFORM MECHANICAL CODE $37.00 0l 0000 424 5 I,JNIFORM FIRE CODE $36.00 0l 0000 424 NATIONAL ELECTRICAL CODE $J /.UU 0l 0000 424 5 OTIIER CODE BOOKS 0l 0000 41548 BLUE PzuNTS (MYLARS S7.UO 0l 0000 42412 XEROX COPIES s0.25 0t 0000 42412 STUDIES 0t 0000 42412 TOVITEES COMPUTER PROGRAM s5.00 0t 0000 42371 PENALTY FEES / RE-INSPECTIONS 0l 0000 41332 PLNN REVIIJW RE.CHECK FEE $40 PER I{R, 0l 0000 42332 OFF IIOURS INSPECTION FEES 0l 00004t4 z CONTRACTORS LIEENSES FEES e ot o09tr4t4 ;IGN APPLICATION FEE s20.0( 0r 00004r4+ts NDDITIONAL SIGNNGL I.I.E ISI.OO PER SQ.FI iry ?: 0l 0000 {t440 VTC ART PROJECT DONATION 0I 000041-r3l PRE PAID DLSIGN RF-VIEW BOARD FEE 0l 0000 42371 I}N/ESTIGATION FEE (BUILDING .3 I 0000 45 I l0 TOYPARRINC FUND 0r 0000 2?027 TOV NEWSPAPER DISPENSER FUND* 0l 0000 2t 112 TAXABLE @ 4% (STATE * 0l 0000 4t010 T/LXABLE @ 4% (TOW.\ 0t 0000 42371 BUILDING INVESTIGATION OTIIER 0l 0000 4r330 ADDITIONAL GRFA "250"s200.0u 0l 0000 4lJ 0 CONDITIONN L USE PERM]T s200.00 0l 000041330 EXTERIOR ALTERAT]ON LESS TII,AN IOO SO.FT.s200.00 0l 00004t330 T,XTIJRIOR ALTERATION MORE TI{AN IOO SO.FT.s500.00 0l 0000413i0 SPECIALDEVELOPN{ENTDISTRICT tNEW $ 1.500.00 01 0000 4l 330 SPECIAL DEVELOPMENT DISTRICT MAJOR AMEND $ I,000.00 01 0000 41330 SPEC]AL DEVELOPMENT DISTRICT TMINOR AMEND $200.00 01 0000 41330 SUBDIVISION 0l 0000 41310 VARIANCE s250.00 0l 0000 4t330 ZONING CODE AMENDMENTS $250.00 0l 0000 413i0 RE. ZONING $200.00 ITTIER OTHER lTorAL: COMMENTSi ""', _-; ,..r, +856 rcASHr l ^t.uW-- a * INSPE CTION REQUEST TOWN OF VAIL 479-2138 oate i "'/{ READY FOR INSPECTION:WED THUR FRI JOB NAME MONJ CALLER TUES PM LOCATION: PERMIT NUMBER OF PROJECT BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND -tr FOUNDATION / STEEL tr ROUGH / D.W.V. tr ROUGH / WATERtr FRAMING n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING O INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr FINAL tr FINAL ELE tr1 trF trC tr_ CTR!CAL:MECHANICAL: TEMP. POWER D HEATING ROUGH O EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL tr FINAL trA VED CORRECTIONS: O DISAPPROVED tr REINSPECTION REQUIRED DATE i-:7 INSPECTOR .,1 \u\ MECM Enterprise, I-td. itu'iiilDtt1 P.O. Box 3149 Vail, Colorado 81658 ,fune 30, 1995 Mr. .Tim CurnuEte Town of Vail 75 South Frontage RoadVail, Colorado 81652 Re: Liftside Developer's Agreement Dear .]im: MECM Enterprises hereby requeste a one month extension ofour Developer's r.ees Ftnrylon the project has been t for Liftside Condominiums from 'June 30, Because of weather impacts, landscaping delayed. cc: Rick Agett SEN'T !JY:12-21-94 ; 4:01FM ;EAGI-E COIJII{TY. EAOTE COUNTY TREASURER ug77l3;# l/ | Page: t *lI Boport Datel l?l1llg4l CERTIFICATE OF TAXES DUE ORDER NOr MEC. VENDOR N0l9i) STEWART TITTE ATTN: DICK V. P. O. BOX 2000 vAtL, co 81858 SCHEDULE No: RO3O331 ASSESSED TO: MECM ENTEFPRISES, LTD. % OTTO FREDEBICK PO Box 314s vAtL, co 81659 TEGAT DESCRIPTIOTI: SECT,TWN, RNG: TRASTI DESC: PCLIN sEc/TWx/RNG: 1 2.5.E 1 sWT /4IIE114 AIKIA MANSRELD PARCEL DESC: BK-O577 pG{21s pTD O+oB-92 B K-057e pc-o294 pTD O+OB_92CLASS: o20O ASSD VAL: 3Bg39O PRErRO3O788 AND/THhU: TO; PARCE[:21031 2l oool s SIWS ADD:OOlOOO W FNONTAGE RD VAIL TAX YEAR 1993 1992 TOTAL TAXES TAXAMOUNT o.o0 o.00 INT AMOUI{T o,o0- o.00 ADV,PEI{,M|sC o;oo- o.00 TOTAL DUE o.oo o.oo 0.ooASSESAMENT TOTAT- ASMT ASMT AMOUNT |1{Talu|gpl1 ADV,PETI.MISC TOTAT DUE o.oo CERTIFICATE TOTAL CERT CERT AIllOUttlT |l{T AMOUi|T REDEIIIPT FEE TOTAL DUE o.oo GHAND TOTAL DT'E GOOO THROUGH l2l3p,t!*o.ooontctNA| TAX B|LUNG FOR 1993 Authorfil EAGLE COUNTY Mll tevy to.018 3.s97 28.306 6.200 o.o27 1.321 27.35s 2.622 o.394 o.o00 1.334 o.704 t.169 Amoum 3840.79 1532.41 10852.24 2377.O2 t 0,35 506.46 10502.97 1005.26 151.06 o.oo 511.44 269,91 444.14 cMc RESOJ SCHOOL TOWN OF VAIL MINTURN CEMETEFY D]STRICT VAIL PARK & RECREATION DIS CASCADE VILLAGE METBO DIS UPPER EAGLE VAII"EY SANITA COLORADO RIVER WATER CO VAIL WATER DISTBTCT VAIL VALLEY CONSOTIDATED UPPER EAGLE VALLEY CONSO EAGLE COUIVfi EMERGENCY S FTE FOR THIS TAX LIEN SALE AFTEB SEPT. 1, ls suEJEct To SPECIAL TAXING IS SUBJECT TO CHANCE OUE TO ENDORSEMENT OF THE CUNRENT TAX BY CEFT OF PUFCHASE HOLDEF.L PROP. & MOBILE HOME AMoUNT ts sugJEcr ro ct{ANGE. AFTER ocr. I FEAL pnop.TAiauour,rr 83.487 32008.08 10.00 CONTACT THE TFEASUREFS OFFICE FOB CORRECT AMOUNT PHIOR TO REMITTING. IICTS AND THE EOUNDARIES OF SUCH DISTRICTS MAY BE ON FI1E WITH THE BOARD OF COUNTYOOUNTY CLENK. OR THE COUMTY ASSESSOR. Tlrie certiflcrte doos not indudo aand or inrplowrrrerrts aorassod ude, a aapfi€ sdtodule numbcr, Frion pabperty luos,ransfer tax q mlsc. r collect d on belralf of orher cffitigr, rpcd-l or locil lrnprowment diJicr aeeeerrrrrmr ofmobile home5, unlcss sFat ficllly mcrrlioned. l, rhe und€Gigncd, do h€rrby cE itv fi8t rfie €mir amourt of taxos dur upon th€ above describgdprot€rtv and all outEt rding rabe for unpaid tixs8 !E Ehown tv the tecordr in my office from wirtstlll b€ r€deo|rr3d whh the rmouft required for redrmption arc ia notcd hrrein. Lrwiln.Br whersofEd my hard 6nd s..l rfiis l2121l94 TREASURER, EAGIf COUilTY, SHERRY BRATTIDOII, BY b I L. oign Review Action Fo5 TOWN OF VAIL Category Number Project Name: Building Name: Project Description: Owner. Address and Phone: '({"mneoisriaflLsL/ Project Street Address: t{-)I I Board@ Motion by: Seconded by: ! Approval Vote: ! Disapproval vdtr epprouut Conditions: Town Planner Q. .t COI{DOMINIT'M DECTARATION FOR LIFTSIDE CONDOMINIT]MS TIIIS COIIDOMINIITM DECITARATION is made this 20th day of December 1-994 , by MECM ENTERPRf SES, I_.,TD. , a Colorado 1j_mitedpartnership ("MECM*). ARTICTE 1 CRE.ETION OF COMMON IIITEREST COMMUNITY 1.01: General Purposes. MECM owng the real propertyinterests 1ega1ly described on Exhibit A ateached hereto and bythis reference incorporated herei-n (the ,'Property,') . MECM desiresto create pursuant to the provisions of the Colorado CommonInterest Ownership Act (Article 33.3 of Title 38 of Colorado Revised Statutes) as the same may be amended from time to time (the rrAcLtt ) a "common interest communiLy', (as such term is defined 1nthe Act) on the Property. MECM furt.her desires to establish a means to ensure the proper use and appropriat.e development of the Propert.y as a high gual-ity, aesthetically pleasing and harmoniouslydesigned residential project. by means of mut.ual1y beneficial covenant.s, conditions and restrict.ions imposed on the ProperLy forthe benefit of MECM and all future o*ners of any porLion of the Property. 1.02: Declaration. To further the purposes expressed inSection 1.01 hereof, MECM, for itsel-f and its successors andassigns, hereby declares that the Property shal1, at all times, be owned, held, used and occupied subjecL to the provisions of this instrumenL, to the covenants, conditions and restrictions conLainedherein and to all amendment s and supplements hereto. Names of the Common Interest Community and theAssociaiion. The name of the common interest community herebycreated is lrift.side Condominiums. The name of the unit owners assocj-ation organized to govern and administer the common interest community hereby created is Liftside Condominium Association, a Colorado nonprofit, corporaLion (the ',Association" ) . 1.04:Irocation and Type of Common Interest Communitv. The common interest community hereby created is sit,uated i-n Eagle County, Colorado, The common interest communiLy hereby creat.ed isa "condominium" (as such term is defined in the AcL) becauseportions of the Property are designated for separate ownership byindividuals or enLit,ies and the remainder of the Property isdesignated for common ownershi-p sole1y by the owners of the separate ownershi-p portlons. fso L2/20/94 ARTTCIJE 2 In addition to the definitions set forth above or below, thefollowing terms sha1l have the following meanings when used herein: lncorporation of t.he Association. 2.Q22 Board of Direct.ors. "Board of Directors" shall meanthe governing body of the Association. 2.Q3t Budqet: I'Budget" shaI1 mean the plan for eachfiscal year of the Association for the payment. of eurrenE Common Expenses, for the reservation of funds for the payment of fut.ure Common Expenses and for obtaining the funds required for suchpayrents to be adopted by the Association in accordance wj-th theprovisions of Section 8.01 hereof Z.ULI 2 .04 .: Iocated on the 2.05: CERTAIN DEFINTTIONS Arti-cles. "Articles" shall mean the Articles of Building. "Building" shall mean the structure Property containing the Units. Bylaws. "By1aws" shall mean the bylaws of theAssociation in effect from time to time. 2.O6: . Common Efements, " Common Elements" shal1 mean: (a) the real property interests whj-ch at any'time are subject to theDeclaration and (b) all portions of the Proiect other Lhan Lhe Units. 2.O7 z Common Expenses. "Common Expenses" shall mean: (a) expenditures made or liabilities incurred by or on behalf of theAssociation in the performance of its duties under the Act, theDeclaration, the Articles, the Bylaws or the Ru1es, whether or not the same may be expressly declared to be Common Expenses; (b) costsof utility services, Lrash remowal services and other similarservices provided to the Project whj-ch are not charged toindividual Owners; and (c) if and for so long as the Association owns one or both of the ResidenL Manager's Units, ttr-e. cosls of ownership of the ResidenE Manager's Unit or Units owned by the Association including without limitation the costs of utility services, upkeep, insurance and real- property taxes and assessments incurred with respect to the Resident Managier's Unit or Units owned by Lhe Association. 2.08:Condominium Unit. "Condominium UniL" sha11 mean a Unit together with the undivided interest in t.he Common Elements allocated thereto by this instrument and the right to the exclusive use of the Limited Common Elements assigned thereto by this instrument (which exclusive use may be shared with one or more other Condominium Units) . An individual Condominium Unit may be fgo 12 /20 / 94 referred to in the Declaration by reference t.o such CondominiumUnit's t'identifying number', (as such term is defined in t,he Act).The identifying number of each Condominium Unit shal1 be the word "UniL" followed by a letter and number as more part.icularlydescribed in Exhibit B attached hereto and by this referenceincorporat.ed herein. 2.09: Declarant. "DeclaranLt' shall mean MECM and anypart,y that is designated as a successor or assign of Declarantpursuant to t.he prowis j-ons of the Declaralion. 2.10: Declaration. I'DeclaraLion" shall mean thisinstrument, the Map and all amendment s or supplements to thisinstrument and the Map hereafter recorded in Lhe real property records of Eagle County. Colorado. 2.LL: Easement,s. "Easements'r shall mean the easement.s created pursuant to the provisions of Section 3.02 hereof First Lienor. "FirsL Lienor" sha11 mean: (a) aLienholder holding a Security InLerest encumbering any portion ofthe Property which is recorded prior t.o the recording of thisinstrument and (b) a Lienhofder holding a Security Int.erest encumbering a Condominium Unit which is recorded after the date ofrecording of this inst.rument and which has priority over all otherSecuritv Interests encumberino such Condominium Uni-t. z , L3 i Guest. "Guest" shall mean any individual who ispresent at the Project at the express or implied invitation of an owner including, without limitation, friends, relaLiwes, agents, employees, tenants or business invitees of an Owner. z.L4 Lienholder. "Lienholder" shall mean the hol-der ofa Security InLerest encumbering any portion of the Property whichis recorded prior to the recording of this instrument or encumbering a Condominium Unit which is recorded after the date of L.his inst,rument wit,hout regard to t.he prloricy of such Securitylnterest with respect, Lo all Security Interests encumbering the same portion of the Property or the same Condominium Unit (as the case may be)A Flrst l-,ienor i-s also a Lienholder. LimiEed Common ElemenLs. "Limited Common Elementsrl 2 .L2: 2.15 tshall mean a portion of the Common Elements which are assigned by the Decl-aration or by operation of Section 2o2 (1) (b) or (1) (d) of the Act for the exclusive use of one or more Condominium Units but fewer than all of the Condominium Units. The Limit.ed Common Elements consist of: (a) the timited common elements described in SecLions 202(1) (b) and (1) (d) of the Act; and (b) those patios, decks, parking spaces and unfinished attic spaces which are ident.ified on the Map as 'L,.C.E." followed by the words I'pat.io", "deck", "parki-ng gpace" or "unfinished attic spacerr and followed by the identifying number of one or more Condominium Units. fso r2 /20 /94 2.7-6: Map. ,'Map" sha11 mean t.he ,'mapu (as such t.erm isdefined in the Act) for t.he Project and may also j.nclude a',pIatu(as such term is defined in the Act) of the eroject, either or-bothof which shall meet Lhe requirement.s of sections 201 and 209 of theAct and shall be recorded in the real estate records of EagleCounty, Colorado contemporaneously with the recording of thisinstrument. 2.]-'7:Owner.ItOwner' shall mean any j-ndividual ,corporation, partnership, limited liability company, joint venture,trust or other legal entiLy capable of holding title to realproperty i-n Colorado that is the record owner of a fee simpleinEerest in one or more Condominium Units according to the realproperty records of Eagle County, Coforado. Declarant. is theinitial Owner of each Condominium Unit. 2.18: Proiect. "Project" shall mean Lift.side Condominiums, Ehe common interest community creaLed by this instrument, and shallconsist of the Property, the Building and all other improvementslocated on the Property. z. r> '.Resident. Manaqer. "ResldenL Manager" shall mean anindividual who is engaged directly by the AssociaLion or indirectlyby the Association through a professj-onal management company toprovide management services to the Project and who is given theright by the Association to reside in one of the Resident Manager'sUnits. 2-2O: Resident Manager's Units. ',Resident Manager'sUnits" shal1 mean Units E-1 and E-2. 2.21 : Ru1es. t!Rulesrr shal"l mean the rules and regulat.ions in effect from time to ti-me as adopted by the Board ofDirectors in the manner set fort.h in the Declaration or pursuant tothe Articles and Bvlaws. 2 .22:Security Int.erest.. "Securit.y Interest" shall mean an inEerest in real estate or personal property created by contractor conveyance securing payment or performance of an obligation which encumbers any portion of the Property and is recorded prj-or to the recording of this instrumenL or which encumbers a Condominium Unit and is recorded after the date of this instrument. A Security Interest includes a l-ien created by a mortgage, deed oft,rust, trust deed, security deed, contract for deed, land salescontract, lease intended as security, assig'nment of lease or renLsintended as security, pledge of an ownership interest in anassociation, and any oLher consensual l-ien or tiLle retent,ion contract lntended as security for an obligation. 2,23; Sharinq Ratio. "Sharing Ratio" shalI mean the percentage of the total undivi-ded interests in the Common Elements - allocated to a Condomi-nium Unit Dursuant to Section 3.01 (b) fso a2/20 / 94 hereof. The formula utilized to determine the Sharing Ratj-o ofeach Condominium Unit is t.he ratio of t,he gross floor area of theUnit of such Condominium Unit to the gross floor area of all Units. 2 .24:UniL. I'Unit" sha11 mean a physical portion of theProject designat.ed for separate ownership by individuals orentities t'he boundaries of which are determined from the Maptogether with (a) all fixtures and improvements contained withinsuch boundarles; (b) the inner decorated or finished surfaces ofal-l wa1ls, floors and ceilings which constitute such boundaries;(c) all doors and windows which constit.ute such boundaries and (d) all space and interior, non-supporting wa1ls contained within such boundaries - ARTICLE 3 PROPERTY RIGHTS 3.01: Condominium Units (a) The Project is hereby divided inLo 29 Condominium Units each of which has the identifying number set forth on Exhibit B attached hereto. Each Condominium Unit consists of: (i) the Unitidentified either by such Condominium Unit's identifying number orby the letter and number portion of such Condominium UniL'sidentifying number (omitting the word "Unit") as shown on the Map,(1i) the undivided interest in the Common Element.s all-ocated t.o such Condominium Unit pursuant to Section 3.01 (b) hereof and (iii) the exclusive right t.o use the Limit.ed Common Efements assigned to such Condominium Unit pursuant to Section 3.01 (c) hereof. (b) The Lotal undivided interests in the Common El-ements areallocated to the Condominium Units in t.he percentages seL forth onExhibit B attached hereto. Some of the Common Elements areidentif ied on t.he Map as "C.E. " or as uC.E. u followed by adescription of Lhe anticipated use of the particular Common ElemenE ds, for example, "C.E. Trash Room'r ,The description of the anticlpaLed use of a partj-cul-ar Common Element on the Map sha11 not be deemed to restrict the use to which such Common Element may beput. The Association shall be entitled Lo determine the use of any Common Element and may change the use of such Common Element fromthe anticipated use of such Common element set forth on the Map. (c) Those Limited Common Elements which are described inSections 2o23Ilb, and (1)(d) of the Act are assigned to the Condominium Units in accordance with Lhe provl-sions of ttrose Sections. Those Limited Common Elements which are shown on the Map and identified as described i-n SecLion 2.15 (b) hereof are assig'ned to the Condominium Units in accordance with che identifying numbersof the Condomlnium Units included within the identification of such Limit.ed Common Elements . f9o L2/20 /94 (d) Declarant shall convey the Resldent Manager, s units tothe Association after the recording of this instrumEnt but in anyevenL pri-or to the conveyance of any other cond.ominium unit byDeclarant. such conveyance of the Resi-dent Manager, s unit.s shalrbe made by a special warranty deed free "n-d crear of a1rencumbrances except those mat.ters set forth on Exhibit. c attachedheret,o and by this reference incorporated herein. 3.02: Easements. (a) Declarant. hereby makes, establishes, dectares, grants andreserves a perpetual , non-exclusive easement in favor of each ownerand any governmental , quasi-governmental or private entityproviding utility services to the Building over, und.er access,upon, and through the Common Elements for installing, replacing,repai-ring. maintaining and providing all utility servi-cei to theBuilding including, without llmitation, water, gas, electric, slormsewer, sanitary sewer, cable television, sat,ell-ite communicationsand telephone services. After the initiaL construetion of theBuilding has been complet.ed, no facilit.ies and equipment whichprovide such utility services may be instatred or relocat.ed in theCommon Elements without the prior written approwal of theAseociation. Any entity providing such util-ity selvices shalr beresponsible for any damage caused by such entity to Lhe CommonElements and the unit.s while utilizing the Easement created by thisSection 3.02 (a) and for any eosts incurred by the Association asa resulL of such damage and shall be further required to promptlyrepair or resLore any portion of the common Elements and the unilsdisturbed or damaged by such entity's utilization of t.he Easementcreated by this Sect.ion :.02 (a) . The Easement created. by thisSection 3.02 (a) sha11 be appurtenanL to each Condominj-um Unit sothat. a transfer of title to any interest in such condominium unitshal1 automatically transfer a proportionaLe interesE in such Easement. (b) Declarant hereby makes, establishes, declares, granLs andreserves a perpetual , non-exclusive easement in favor of a1Lpolice, sheriff, fire protection and ambulance services and anyoLher provider of emergency services, over. across, upon andthrough those portions of the Common Elements designed to providepedestrian and vehicular access to and within Lhe Building for thepurpose of performing the services of such providers of emergencyserviees. 3.03:Title to Condominium Unit.s. Title to a CondominiumUnit may be held individually or by any ent.ity or in any form ofconcurrent ownership recognized in Colorado. In ease of any suchconcurrent ownership, each co-owner shall be jointly and severallyliabfe for performance and observance of all the duties andresponsibiliiies of an Owner with respect Lo Lhe Condominium Unitin which such Owner owns an int.erest. fso 12 /2o/ 9+ 3 . 04 : I-.,eqal Descript.ion. Any contract of sa1e, deed,lease, Security Interest, will or other instrument. affecting aCondominium Unit sha1l 1ega11y describe it substantially asfollows: "Condominium Unit , LIFTSIDE CONDOMINIUMS,Eagle County, Colorado,. according to theCondominium Declarati-on for tiftside Condominiums recorded on December _,1-994, in Book at Page of thereal estaEe records of Eagle County, Colorado, and the Map of Liftsj.de Condominiums recorded on December _, L994, in Book _ at Pageof the reaL estate records of Eagle County, Colorado. " Every such description shal-l- be good and sufficient for allpurposes tso sel1, conveyr Eransfer, encumber, lease or otherwiseaffect noL only t.he Condominium Unit, but also.the int.erest in the Easements made appurtenanL Lo such Condominj-um Unit by theDeclaration. The interest in the Easements made appurLenant to any Condominium Unit shal1 be deemed conweyed or encumbered with that Condominium Unit, even though the legal description in theinstrument conweying or encumbering such Condominium Unit may onlyrefer to that Condominium Unit. The reference to the Declarationin any instrument shall be deemed to include any supplements or amendments to the Declaration, wiLhouL specific reference thereto. ? nq.Separate Assessment. Declarant shall give writtennot.ice Lo the Assessor of Eagle County, Colorado reguesting t.hat.the Condominium Units be separately assessed and taxed and that thetotal value of the Common Elements be assessed and taxedproportionat.ely with each Condomi-nium Unit in accordance with such Condominium Unit's Sharing Ratio as provided in Section 105 of theAct. After this instrument has been recorded in the real estate records of Eagle County, Colorado, Declarant shall- deliver a copyof this insErumenL as recorded to the Assessor of Eagle County, Colorado. 3.06: Use Compliance. The use of the Condominium Units sha1l comply with: (a) the terms, conditj-ons and obligations set forth in the Declaration; (b) the matters set forth on the Map;(c) the matters seL forth on Exhibit. C att.ached heret.o; and (d) all presenL and future laws, rules, requirements, orders, directions, ordinances and regulations (incl-udlng zoning regulat.ions) affectingthe Condominium Units of any governmental authority havingjurisdicLion over the Condominium Units and of their deparLments, bureaus or officials. No ParLition of Common Elements. The Common Elements shall be owned in common by all of the Owners and are not subject to partition. Any purported conveyance, encumbrance, teo 12/20 / 94 judicial sale or other voluntary or involuntary transfer of anundivided interest in the Common Elements made wiEhout Lhe Condominium Unit Lo which such undivided i-nterest is a1l-ocatedshall be void in accordance with the provisions of Section 2OT(5)of the Act. This Section 3.07 sha1l nol, however, limit orrestrict the right of the Owners of a Condominium Unit to: (a) reallocate Limited Common Elements between or among t.he CondominiumUniLs, relocate boundaries between adjoining Condominj-um UniLs orsubdivide Condominium Units as described in Section 3.11 hereof or(b) bring a partit.ion action pursuant to SecLion 38-28-101 et seq.of Colorado Revj-sed Statutes requesti-ng the sale of the Condominium Unj-t and the division of Lhe proceeds among such Owners; providedthat no physical division of the Condominium Unit or the Common Elements shall be permitted as a part of such act.ion and no suchaction shall affect any other Condominium Unit. 3.08:Encroachments. If any part of the Common Elements now or hereafter encroaches upon any portion of any Unit, or if anypart of a Unit now or hereafter encroaches upon any portion of another Unit or the Common Elements as a result of construction oras a result of set.t.ling or shlfting after construction, a valid easement for the encroachmenL and for the maintenance of the sameshall exist so long as such Common Efement or Unit (as the case maybe) sLands. In the event a Common Element or Unit shalI bepartially or totally destroyed as a result of fire or othercasualty or as a result of condemnation or eminent domain proceedings, and then rebuilt, encroachmenls of any parL of such Common Element upon any portion of a Unit or encroachments of anyparL of such Unit upon any portion of another Unit or Lhe Common Elements due to such rebuilding, shal] be permitt.ed, and valid easemenLs for such encroachments and the maintenance thereof shalf exist so long as such Common Element or Unit (as Lhe case may be)shaIl stand. 3.09:No Mechanic's Liens. (a) If any owner shall cause any material to be furnished to such Owner's Condominium Unit or any labor to be performed therein or thereon, no Owner of any other Condominium UniL shall under any circumstances be liable for the pa)rment. of any expense incured or for Ehe value of any work done or material furnished. All such work shal1 be at the expense of the Owner causj-ng it to be done, and such Owner shall be solely responsible to contractors, laborers, materialmen and other persons furnishing labor or maLerj-als to such Owner's Condominium Unit. Nothing herein contained sha1l authorize any Owner or any person dealing t.hrough, with or under any Owner to charge the Common Elements or any Condominium Unit other than that of such owner with any mechanic's or materialman's lien or other llen or encumbrance whatever. on the contrary (and notice is hereby given) the right and power to charge any lien or encumbrance of any kind against t.he Common Elements or against any Owner or any Owner's Condominium Unit for fso 1-2/24/94 work done or materials furnished to any other owner's condominiumUnit is hereby expressly denied. (b) If, because of any act or omission of any Owner, anymechanic's or materiaLman's lien or other lien or order for t.hepayment of money shal-l be filed againsL Lhe Common Elements oragainst any other Owner's Condominium Unit or against any other Owner, Declarant or the AssociaLion (whether or not such lien ororder is valid or enforceable as such), the Owner whose or whichact or omission forms the basis for such lien or order sha1l at such Owner's own cost and expense cause the same to be cancel-ed anddischarged of record or bondld in an amount and by a surety companyreasonably acceptable to the party or parties affected by such lienor order within 20 days after the filing thereof, and further shal1indemnify and save all such parties harmless from and against anyand all cosLs, expenses. claims, losses or damages including,without limitation, reasonable attorney's fees resulLing therefrom. 3.10: Riqhts of Declarant (a) Decfarant has created the Project wiLh 29 CondominiumUnits. Declarant does not reserve the right to create any more Condominium Units in the Project. Further, Decl"arant does notreserve any "development rights|' which. as defined in the Act,would incl-ude t.he rights to: (i) add real estate t.o the Project;(ii) create addltionaf Condominium Units, Common Elements orLimited Common Elements within the Project; (iii) subdivide Condominium Units or convert. Condominium Unit.s into Common El-ements; and (1v) withdraw real estate from the Project;provided, however, that Declarant acting as an Owner shal1 be ent.ltl-ed to exercise the riqhts of an Owner described in SecLion3.11 hereof. (b) Declarant reserves the following " special declarantrights" (as such term is defined in the Act) : (i) to complete any improvements which may be indicated on the Map; (ii) to mainLainsales offices, management offices, signs adwertising the Project and models as described in Section 4.02 hereof; (iii) to utilizethe easements described in Section 4. 02 hereof for the purpose of making improvements within t.he Project; (iv) to make the Project subject Lo a master associat.ion in accordance with t,he provisions of Section 22o of the Act; and (v) to merge or consolidate the Project with anot.her condominium in accordance with the prowisions of Section 22I of the Act. A11 of the foregoing special declaranl rlghts apply t.o all of the Property and must be exercised by Declarant, if aE all, during the Lwenty year period following the date of this instrument. 3.11 Riqhts of Owners -The Owners shal1 hawe the their Condominium Units as to reallocate Limited CommonUnits in accordance wi-th the following rights with respecL to described in the AcE: (a) the right Elements between or amonq Condominium fea !2 /2o / 94 provisions of Section 208 (2) of the Act,. (b) the right to relocateboundaries between adjoining Condominium Units i-n accordance withthe provisions of Section 212 of the AcL,- and (c) the right tosubdiwide a Condomi-nium Uni-t in accordance with the provisions ofSection 213 of the Act.. 4.01: ARTICIJE 4 RESTRICTIONS Use and Occupancy Restrict,ions. The CondominiumUnit.s other than t.he Resident Manager, s Units shalt be used and occupied for residential purposes and for such ot.her purposes asare incldental to such use and occupancy. .Each of the ResidentManager's Units shall be used and occupied primarily forresidential purposes by a Resident Manager and such Resident Manager's immediat.e family and secondari-ly as an of f i-ce of such of Resident Manager but onl-y for so long as such Resident Manager is engaged (directly or indirectly) by the Association to provide manag'ement services to the Project. A11 of the uses and occupancies described in this Section 4.O1 shal1 be only aspermitted by and subject to the appropriate and applicable governmental zoning and use laws from time to time in effect. An Owner sha1l have the ricrht. to lease such Owner's Condominium Unit upon such terms and con-dit.ions as such Owner may deem advisable;provided, however, that (a) any such lease shall be in writing and sha1l provide that the lease is subjecL to t.he terms of theDeclaration, (b) a Condominium Unit may be leased only for the uses and occupancies described in Ehis Section 4.01, and (c) any fallureof a lessee to comply with the terms of the Declaration, theArticles, Lhe Bylaws, or the Ru1es sha11 constitute a defautt by such Owner under the applicable document. The use and occupancyrestrlctions contained in this Section sha1l not apply to Declarantto the ext.ent Declaranl exercises anv of the riqhts of Declarantset forth in Section 4.02 hereof. 4-o2: Declarant's Use Durinq Construction and Sales. During the period of construct.ion of the Building, Declarant, its agents, employees and contract.ors shall be permitt.ed to construcL and maintain on any portion of the Properi,y, such facilities as j-n the sole discreLj-on of Decfarant, may be reasonably reguired, convenient or incidental to such consLruction, including, withoutlimitation. storage areas, construction yards, construction offices, parking areas and lighting and temporary parking facilities. During the period of sales of the Condominium Units by Declarant, Declarant, its agents, employees and contractors sha]l be permitt.ed to locate on any portion of the Common Element.s or on any Condominium UniL owned by Declarant any number of sales offices, management offices and models which may occupy all or any portion of t.he floor area of one or more Condominium Units or whj-ch may be free-standing provided that no one free*standing sales offiee, management office or model sha1l exceed 1,000 square feet 10 f9o 12/20/94 of floor area. Declarant shall- be entitled to relocate any suchsaLes office, management office and model from time to Lime- Anysuch sales office, management office or model focated upon aCondominium Unit shall be considered Lo be a part of such Condominium Unit. At such time as Declarant ceases to be an Ownerof any Condominium Unit in the Project, Declarant shall be entitledto remove any such sales office, management office or model located upon the Common Elements but, unless such sales office, managementoffice or model is removed promptly after Declarant ceases to be an Owner, Declarant shall no longer have any rights in such salesoffice, management office or model . During the period of sales ofthe Condominium Units by Declarant, Declarant, its agenLs, employees and contractors shall be entitled to maintain sigins onthe Common Elements advertisi-ng t.he Project. DeclaranL, itsagents, employees and contractors hereby regerve an easement over,across, through and upon the Common Elements for Lhe purposes of(a) discharging Declarant's obligations under the Declaration orLhe Act; (b) exercising any of the special declarant rightsdescribed in Section 3.10(b) hereof or (c): exercising any ofDeclarant.'s oLher rights under the Declaration or t.he Act.. 4.03: No Animal-s. No animals sha11 be raised, bred, keptor regularly brought to t.he Building (including, withoutlimitatlon, any cats, dogs, birds, fish or other household pets) except for those animals (if any) permitted under the provlsions ofthe Rul-es and except for animals which are trained to and are infact assistinq persons with disabilities. 4.O4:Parkinq. Parking shafl be permitted only on Lhefollowing port,ions of the Project and only by the followingpersons: (a) in a parking space designat.ed as a Limited Common Element by the Owners and the Guests of the Owners of t.he Condominium Unit to which such Limited Common Element is assignedand (b) in a parking space which is a part of the Common Elementsother than the Limited Common Elements and which is specifically marked as a parking space by any Owner and such Owner' s Guests. Nobuses, trucks, pickup trucks, trailers, mobile homes, truck campers, detached camper units. boaLs or commerciaL vehicles may be parked anywhere in the Project except while making defj-veries orproviding services to the Project ot in connection with the construction of the Building. Those parking spaces which are available for use shal1 be used only for parking aut,omobiles and moLorcycles and not for any other storage purposes. Motorcycles shall not be stored on any Limited Common Element. 4.05: Siqns. (a) Except for the signs which Declarant is entitled to maintain on the Project as described in Section 4.02 hereof, no signs of any kind or nature shaLf be placed on any porLion of the Project by any Owner without Lhe prior htrit.ten approval of the Board of Directors of the size and design of any proposed sign, which approval may be granted or withheld by the Board of Directors based upon the standard that aII siqns must be 11 fso 12/20/94 compatible with the archiEect.ure of the Project and any otherstandards contained in the Ru1es. The process for obtaining theapproval of the Board of Directors of any proposed sign is setforth in Sectj-on 5.02 hereof and the liability of the Board ofDirectors with respect to such approval process is limited in the manner set forth in Section 5.03 hereof. (b) The Association shall hawe the right to place signs onthe exterior of any Unit. or on the Common ElemenLs which eitherprovide the identifying number of each Unj.t or provide informationconcerning any Rules adopted by the Board of Direct.ors, theadministration or manasement of the Proiect or Lhe identificationof the Project. 4.06: Unsiqhtlv Condit.ions. No unsightly objects or materials shaIl be placed on the exterior porLions of a CondominiumUnit or the Common Elements. No part of a Condominium Uni-t or the Common Elements sha11 be used as a dumping ground for garbage, trash or waste and the same sha1l be sLored in'a covered container and disposed of in a sanitary manner. No outside storage shall bepermitEed on any port.ion of the Common Elements except in connection with the constructj-on of the Building or except with thepri.or written permission of Lhe Association. 4,0'7: No Noxious, Offensive Hazardous or Annoyinq Act.ivities. No noxious or offensiwe acLivity shal1 be carried on upon any part of the Project. nor sha1l anything be done or placed on any part of the Project which is or may become a nuisance or cause any unreasonable disturbance or annoyance to others. No activities shal-l- be conducted on any part of the Project which are or might be unsafe or hazardous to any person or property. Noglaring 1ight, loud or annoying sound or vibraLi-on, smoke or unpleasant odor arising from the use of a Condominium Unit. shal1 be permitted - 4.08: No lmperiling of Insurance. No owner and no Owner's Guests sha1l do anything or cause anything to be kept in or on the Project that. might resuft in an increase in the premiums of insurance obtained by the Association for the Project or which might cause canceflation of such j-nsurance without Lhe prior written consenL of t.he Association first having been obtained. 4.09: No Violation of Law. No Owner and no Owner's GuesLs shall do anything or keep anything in or on the Project which would be in wiolation of any statute, rule, ordinance, regulation, permit or other vali-d1y imposed requiremenL of any governmental body. 4.10: No Time Share Estate. No Owner of any Condominium Unit shal1 be entitled to subject such Owner's Condominlum Unit to a "time share estate" (as such term is defined in Section 38-33-110 of Colorado Revised Stat.ues) unless such Owner shal1 have obtained fEo L2/ 20 / 94 the prior writ.t.en consent of all of the Owners of the ot.her Condominium Units. 4.11: Variances. The Board of Directors shalf be entiEledto grant reasonable variances to the restrictions contained in thisArticle 4 in order t,o prevent undue hardship to any Owner or for any other good cause shown to exist by an Owner. Any such variance may be granted upon any such conditions as the Board of Directorsshafl determine. ARTICI.,E 5 ARCIIITECTI}RAI CO!flIROIJ Approval- of Modifications. Declarant shall- beentitled to construct the Building without. the pri-or written approval of the Board of Directors. Except for such construction by Declarant, an Owner shall be entitled t.o modify only the Unit. ofthe Condominium Unit owned by such Owner and'no modifications to such Unit which may be seen outside of such Unit may be undertakenwithout in each case obtaining the prior written approval of the Board of Directors of the proposed modification. In considering each request for approval . Lhe Board of Directors shall attempt Lo maintain t.he firsL-class appearance of the Project and to assure that all Condominium Units are archit.ecturally compatible. 5.O22 Approval Procedures. Whenever any Owner requests approval from the Board of Directors as described in Sections 4.05 or 5.01 hereof, the Board of Directors may request that such Ownerprovide the Board of Directors which such items as Lhe Board may reasonably request in order to inform the Board of Directors about the matter requiring approval . The Board of Directors sha11 not be required to take any acti-on wit.h respect to a reguested approvalunless and until the Board of Directors receives al1 items reasonably reguested by the Board of Directors. Once all of such items have been furnished to the Board of Di-rectors, the Board of Directors shall- hawe 30 days to approve the request as submitted,to approve the request with such reasonable conditions as the Board of Dj-rectors may require or to reject the reguest and, if the Board of Dj-recLors does not so act within such 30 day period, the request sha1l be deemed approved as submitted. If the request is approved, t.he matter approved shall be undertaken by the Owner in accordance with the ltems submitted to the Board of Directors and any conditions placed upon such approval by the Board of Directors. 5.03:No Liabilitv. The Board of Directors sha11 not be responsible or liable for damages because of any failure to act, disapproval or failure to approwe or disapprove any request for approval described in Sections 4.05 or 5.01 hereof or because of any defects in any items submitted Lo Lhe Board of Directors in connection with any request for approval. Any Owner requesting approval by the Board of Directors by so doing agrees and covenanfs IJ fso 12/20 /94 not to bring any action Board of Directors, its employees or agents or members. or suit t.o recover damages against the members as individuals, or iLs advisors.the Association and its officers and ARTICI,E 6 1TIE ASSOCIATION 6.01;Membership, (a) Declarant shalf be a member of Lhe Assocj-ation for so longas Declarant is the Owner of any Condominium Unit. Eachindividual, corporation, partnership, limited liability company,joint venlure/ trust or other legal entity capabfe of holding title to real property in Colorado shall automatically become a member of the Association upon becoming an owner of a Condominium Unit. Membership shal1 be continuous throughout the period that such ownership continues and shaLl- be appurtenant . to and inseparable from ownership of a Condominium Unit. Membership shall terminate automatically without any Association action whenewer Declarant or any other Owner ceases to own a Condominium Unit, Termination of membership shall not relieve or release any former rnember from any liability or obligation incurred by virtue of or in any way connected with ownership of a Condomlnium Unit or memberghip in the Association, or impair any rights or remedies which the Association or others may have against. such former member arising out of or j-n any way connected with such ownership or membershlp. (b) (i) The total number of votes in the Association shall be 1,000,000. The votes are hereby allocated to each Condominium Unit by multiplying the Sharing Ratio of such Condominium Unit by 1,000,000; provided, however, that if and for so long as the Association owns one or both of the Resident Manager's Units, the votes al-located to the Resident Manager's Unit or Unit.s owned by Lhe Association shall be real-l-ocated to the other Condominium Units. (ii) If there is only one Owner of a Condominj-um Unit, such Owner sha11 be entitled to cast the voLes atlocated to such Condominium Unit at any meeting of members. If t.here are multiple owners of a Condominium Unit and only one of such multiple owners is present at a meeting of Lhe members, such Owner shall be entitled to cast the votes allocated to such Condominium Unit. If there are multiple Owners of a Condominium Unit and more than one of the multiple or,vners of such Condominium UniL are present at a meeting of the members, the votes alloeated to such condominium Unit may be cast only in accordance with the agreement of a majority in interes! of such Owners as such agreement may be reasonably evidenced to the person presiding over such meeting. IL is reasonable evidence of the agreement of a majority in interest of multip.1e Owners of a Condominium Unit if any one of such Owners 1A tso L2/2o/94 casts the votes al-located to such condominium unit without protest being made prompE.ly to Ehe person presiding over the meeting of themembers by any of the other owners of such Condominium Unit.Declarant and each member which is a corporation, partnership,limited liability company, joint venture, t,rust or other legifentity capable of holding title to real propert.y in Colorado shaflfrom time to t.ime designate in writing to the Association one ormore individuals who may represent it at a meeting, and vote on itsbehal-f. Unt1l the Association is notified in writing to thecontrary, any acti-on taken by any person (s) designat,ed in writingto represent Decl-arant or such member shal1 be bi_ndinq uponDeclarant or such member (as the case may be) _ (c) The righLs and obligations of mernlcers of the Associationare furLher delineated in Lhe Art.icles, t.he Bylaws and the Rulesand each Owner is advised to obtain copies of Lhe Lhen current Art j-cles, Bylaws and Rules upon becomi-ng an Or,vner', (d) Each member shal-l comply strlctly wit.h the provisions ofthe Declaration, the Articles, the Bylaws and Lhe Ru1es. Thefailure of a member t.o comply strictly with any of such provisions sha11 permit. the Association to suspend a member's voting rightswhile j-n noncompliance and to take the actions outlined in Section12.01 hereof. In addition, the Bylaws and the Rules may permit theAssociation to take further actions in the event. of noncomplianceby a member with such provisions. 6.O2:Powers of the AssociaLion. (a) The Project shall be administered and managed by theAssociation pursuant to the Declaration, the Art.i-cles, the Bylaws,the Rules and the Act. The Associat.ion shall have all of Lhepowers expressed in, or implied from, the provisions of theDeclaration. the Arb.icfes, the Bylaws, the Rules and the AcLsubject; however to the following limitations: (i) except for the power to grant easements, lease3,licenses and concessions through or over the Common Elements setforth in Sect.i-on 302 (1) (i) of the Act, the Associatlon shall noL convey or encumber the Common Elements unless Owners entitled tocast at least. B0 percent of the total voLes in the Association,including at least 80 percent of the vot.es allocated to CondominiumUnits not owned by Declarant, and all First. Lienors have given their approval thereof and unless the provisions of Section 312 ofthe Act. have been complied with; (ii) the Association shall be organized and operated exclusi-ve1y for pleasure, recreational and oLher non-profitable purposes as set. forth in SecLion 501 (c) (7) of the Internal Revenue Code of l-985, as it is now or may hereafter be amended, or in any corresponding provisi-ons of any fuLure law of the Uniled St,ates of 15 tso 12 /2O/ 94 America providing for the exempLion of similar organizations fromincome taxation; and (iii) no part of the net earnings of t.he Associationshall inure to the benefit of any member of the Association. (b) Without limiting the generality of the foregoing, LheAssociation shall have the power from time to time as it deemsnecessary and appropriate to adopt, amend and enforce the Rules inorder to administer and manage the Project and to implemenl theprovisions of the Declaration including without limitation, Rulesintended to promote the general healt.h, safety and welfare ofpersons within the Project, to protect and preserve property and toregulate the use of the Common Elements. A11 of the Rules adopLedby the Associat.ion shall be reasonable and sha1l be uniformlyapplied, The Association may provide for enforcernenC of the Ru1es through reasonable and uniformly applied fines and penalties, whichshall be collectable by the AssociaLion as a charge pursuant to theprovisions of SecLion 8.04 hereof. Each Owner, and such Owner's Guest shall be obligated to and shall comply with and abide by theRules and pay such fines or penalties upon failure to comply withor abide by t.he Rules. The Association sha1l not be responsible to any Owner or Guest for the non-observance by any other Owner or Guest of the Rules. 6.03:Board of Directors. The Board of Directors is desj-gnated to act on behalf of Lhe Association and sha1l be responsible for the control and manag:ement of the Association and Lhe disposition of its funds and property; provided; however thaLthe Board of Directors may not act on behalf of the Association Lo:(a) amend the Decl-aration, (b) terminate the Project except asset forth i-n Sect.lons 10.02 and 11.02 hereof and in Section 2LB of t.he Act,. or (c) el-ect directors or determine the qualifications, powers and duties, or terms of office of directors, but Lhe Boardof Directors may fi-ll vacancies in the Board of Directors for the unexpired portj-on of any term. The number of directors (which shal1 not be less than three), their Lerms of office and theirqualifications shall be det.ermined according Lo the Bylaws. The members of the Association shalf elect all direcEors. wit.hin 60 days after the Owners other than Declarant elecE a majority of the directors, Declarant shall deliwer to t.he Assoeiation all property of the owners and of the Association held by or controlled by Declaranl, incLuding without limltation, the items specified in Sections 303(9) (a) through (1) of the Act. b . u+ :Officers. The officers of the Association shalf be a president, a secretary, a treasurer and such other officers as may from time to time be prescribed by the Bylaws. The Board of Direct.ors shall elect all officers of the Association and may fill any vacancy in any office for the unexpired term. The terms of office of the officers of the Association and their qualifications shall be determined accordincr to the Bvlaws. 10 fso 12/20 / 94 7.Q]-. ARTICTE 7 MAII{TENA}TCE A.I{D INST'RANCE Mainlenance by Owners . (a) Each Owner shall be responsible for maintaining in acIean, safe, attractive and sightly condition and in good order andrepair consistent with the high standards of the projeet theinterior porLion of such owner's Unit., the exterior windows anddoors of such Owner's Unit and the facilities for providing water,sewer, electrical , natural gas, telephone, cable television andother utility services located within such Owner, s Unit andproviding such utility servj.ces to such Owner's Uni-E, but suchOwner shal1 noL be responsible for the maintenance of anyfacilit.ies providing such utility services to any other Unit or t.he Common Element s . (b) In performing the maintenance required by Section 7.01 (a) hereof, no Owner sha11 do any act or work which impai-rs orotherwise affecLs the Common Elements. If, in the reagonablejudgment. of the Association, an Owner has failed to maintain those port. j-ons of such Owner's Condominium Unit which such Owner isrequired to maintain by the provisions of Section 7.01 (a) hereof in aecordance with the standards set forth in Section 7.01(a) hereof,the Assoclation may. aft.er 10 days' notice to such Owner, performall work deemed necessary by the Association to place such Condominium Unit j-n conformity wit,h the foregoing st.andards andsha1l have access to such Condomi-ni-um Unit for such purposes. TheAssociation shalL be reimbursed by the Owner who or which failed to adequaLely maintain suqh Owner's Condomj-nium Unit for all costs ofthe work performed by the Association pursuant to the authorizationcontained in the preceding sentence in Lhe manner set forlh inSection 8.04 hereof. '7.O2:Maintenance bv the Association. (a) The Association sha11 be responsible for maintaining those portions of the Condominium Units which are not required by t.he provisions of Section 7.01(a) hereof to be maintained by the Owners and for maintaining the Common Elements. (b) The costs of the maintenance required of the Associationby the provisions of Section 7.02(a) hereof shall be a Common Expense. lf, howewer, the need to perform such maintenance resulLs from the negligence or intentional acl of an Owner or such Owner's Guests, such Owner sha1l reimburse the Associ ation for all costs of such maintenance and renai-r in t-he manner seE forth in Section 8.04 hereof, 1-7 feo L2/2O/94 7.03: Insurance. (a) The Aesociation shall provide and keep in force thefollowing insurance: (i) Property damage insurance on the Building (includingthe Common Elements and the Units which are a part of the Buildinqbut excluding the finished interior surfaces 6f tne wa1ls, ftoorland ceil-ings of the Units oLher than the Units of Lhe Resident,Manager's Units and any improvements or beLterments installed insuch Units by the Owners) and on any other Common Elements whichare not a parl of the Building (including fixtures and buildingservice equipment and common personal propert.y and supplies ownedby the Association) insuring agalnst loss by fi_re, light,ning andthe risks covered by the "all riskst' endorsement of the insurer(which risks sha11 include at least vandalism, malicious miscbiefand those risks covered by a standard broad form coverage endorsement) in an amount noL less than the full replacement costof the insured properLy (wiLhout deduction for depreciation butless applicable deductibles and exclusive of the cost.s of land,excavation, foundations, paving and ot.her items normalllr excludedfrom property policies) in an agreed amount endorsement. Suchj-nsurance ehall be carried in blanket policy form naming theAssociation as the insured- Any loss covered by such insurance must be adjusted with t.he Association whether or not the insuranceproceeds with respect to that loss are payable t.o the Association. Such insurance proceeds shall be payable t.o the Association unlessthe Association shall have previously designated in writing aninsurance trustee for that purpose, but in no event shall such insurance proceeds be payable to any Lienholder. The Associationor the j-nsurance trustee receiving such j,nsurance proceeds shallhold such insurance proceeds in trusL for the Association, Ehe Owners and t.he Lienholders as their interests may appear. Suehinsurance proceeds sha1l be disbursed in accordance with theprovisions of Section 9.02 hereof and the Association, the Ownersand the l-,ienholders are noL entitl-ed to receiwe payment of anyportion of such insurance proceeds unless there is a surplus of such insurance proceeds after such disbursemenLs have been made. (ii) Commercial general public liability insurance forthe proteetion of the Owners, Ehe Resident Manag'ers (if any) andfor the protection of the AssociaLion, its officers and directors,the managing agenL engaged by the Association (if any) and Lheirrespective employees, agents and contractors, as their interests may appear, j-nsuring against any liability arising from the ownership, existence, use, or management of the Common Elements(includlng liabi-lity for death, personal injury and property damage) in the combined single limit amount of $1,000,000.00 or in such greaEer amount as the AssociaLion shall det.ermine. Such i-nsurance shal1 cover clai-ms of one or more insured part.ies against ot.her i-nsured parties. rtt tso L2/20 /94 (iii) Fi-del-ity insurance in an amount not less than one-sixth of Lhe t.hen current ag,gregaLe annual assessmenLs of theAssociation plus reserves, as calculated from the then currentBudgeL, covering t.he direct.ors and officers of the Association, theResident, Managiers (if any) or any other employee of t.he Association who disburses, controls, collects, deposits, transfers or funds ofthe Assocj-ation and, aL the election of the Association, cowering any managing agent engaged by the Association. (iv) Directors and officers liability insurance anderrors and omi-ssions insurance coverage in such amount.s as theAssociation shall determine for the proLecLion of the Associalion,its officers, directors and employees, but only if such insuranceis available to the Association without payment of a premium orpremiums which is or are. in the judgment of the Association, excessive. (v) Such other insurance in such amounts as theAssociation may consider necessary or advisable against such other insurabLe hazards as the Association mav from time t.o time wish toinsure against. (b) A11 insurance which is carried by the Associalionpursuant to the provisions of Section 7.03 (a) hereof shal1 be issued by responsible insurance companj-es auLhorized to do businessin the State of Colorado. Each poli-cv of insurance described inSections 7.03 (a) (i) and (ii) heieof "fr^tf contain the followingprovisions: (i) such poli-cy sha11 noL be materially modified or canceled wit.hout at least 30 days prior written notice to theAssociation and to each Owner and Lienholder whose or which name and address has been made known Lo the insurer; (ii) the insurer waives its rights of subrogation under such policy as to any elaim against Lhe Associ-ation. its officers, directors and employees, dfly Owner and members of such Owner' s household and any l-,i-enholder;(iii) each Owner is an insured person under such pollcy with respect to liabiliLy arising out of such Owner's ownership interest.j-n Lhe Common El-ements or membership in the Associat.ion; (iw) no acL or omission by an Owner, unless acting wit,hin bhe seope of sueh Owner's authority on behalf of the Association, shall void suchpolicy or operate as a condj-L j-on to recovery under such pol-icy; and(v) if, at the time of loss under such policy, there is other insurance in the name of an owner cowerj-ng the risk covered by suchpolicy. the Associatj-on's policy sha11 provide primary insurance.If t.he insurance described in Sections 7.03 (a) (i) and (ii) hereofis not reasonably available, or if any policy of such insurance is canceled or not renewed without a replacement policy therefor having been obtaj-ned, the Association promptly shall cause notice of such fact. to be hand delivered or sent prepaid by United States mail to alL Owners and First l-,i-enors. (c) Each owner (other than the Association with respect to the Resident Manager's Units) shall- be sole1y responsible for L:1 fso L2 /2a / 94 obtaining and maintaining any i-nsurance covering loss or damage tothe finished j-nt.erior surfaces of the walls, floors and ceil_ings ofthe UniE of such Owner's Condominium Unit, any improvemenEs andbetLerments instalJ-ed by an Owner of such Unit., and any personalproperty in such Owner's Unit and covering liability for injury,death or damage occurring inside such Ov/ner's Unlt. Any policy of such insurance shall contain wa j-vers of subrogation as to any claimagainst the Association, j-ts officers, directors and empl-oyees, any Owner and such Owner's Guests and any First Lienor and shal1 be sowriLten that the liabilit.y of t.he insurers issuing insuranceobtained by Lhe Association shall not be affected or diminished thereby. (d) rThe costs of obtaini-ng and maintaining all insurance which is carried by Lhe Association pursuant to the provisions ofSection 7.03(a) hereof shalf be a Common Expense to be prorated among all Owners as seL forth in the Declaration, notwithstandingthe fact that the Owners may have disproportj-onate li-ability. Tothe extent that Lhe Association settles claims under the insurancedescribed in Section ?.03 (a) (i) hereof for damages to realproperty, any owner whose negligence caused such loss sha11 reimburse the Association for the amounE of all deducLibles paid by the Association with reepect Lo such claims in the manner set forthin Section 8.04 hereof. ARTICLE I ASSESSMET{TS eUO CXaRGES 8.01: Annual- Assessments. (a) Until the Associat ion establishes an annual assessment for Common Expenses for the initial fiscal year of the AssociaLion,Declarant shafl pay aI1 Common Expenses. The Association shallestablish prlor to the conveyance of any Condomlnium Unit by Declarant, an annual assessmenL with respect Lo the initial fj-scalyear of the Association for Lhe purpose of paying or creating a reserve for Common Expenses, The amount of the annual assessmentfor Ehe initial fiscal vear of t.he Association and for each fiscalyear thereafter shall -be based upon the Budget adopted by the Association. The Budget shall be based upon a good faith estimate of the Common Expenses to be paid or reserved for the fiscal year covered by the Budget including, without fimitation, an estimate of the cosEs of the mai-nLenance and repair required Lo be performed by the Association pursuant to the provisions of Section 7.02 hereof during such fiscal year, an est-imate of the costs of the insurance described in SecLion 7.03 hereof to be obtained by the Association during such fiscal year and an estimaLe of the amount of funds to be reserved during such year for the cosLs of the periodic refurbishing and replacement of those items which are to be mainEained by the Associat.lon pursuant to the provisions of Section ?.02 hereof as such items wear out or become obsolete so that the 20 fso a2/2o / 94 costs of such periodic refurbishing or replacemenE may be paid through the annual assessments instead of special assessments. The Board of Directors sha1l establish the annual assessment for theinitial fiscal year of the Associatj-on without a vote of t.heOwners. The annual assessment for any fiscal year after theinitial fiscal- year shall be established only after a Budget isadopted in accordance with the provisions of Section 8.01(b)hereof. The Association may adjust the amount of an annual assessmenL during the fiscal year covered by guch annual assessmentfrom time t.o time as the Association may in its discret.ion deemnecessary or advisable, but any such adjustmenl sha1l be based upona rewj-sed Budget adopted by the Association in accordance with theprovisions of Section 8.01(b) hereof. (b) After the initial fiscal year of t.he Association or inthe event the Association desires to make an adjustment to an annual assessment previously established during a fiscal year, the Board of Directors shal-l adopt a proposed Budget Eo serve as thebasis for the est.ablishment of the annual assessment or the adjustment to t.he annual assessment (as the case may be), Within 30 days after the adopt,ion of such proposed Budget, the Board ofDirectors shall mail, by ordinary first-class mail, or otherwisedeliver a summary of such proposed Budget to all Owners and shal1set a date for a meeting of Owners to consider ratificat ion of such proposed Budget not less than 14 nor more than 60 days aftermailing or other delivery of the summary. Unless at that meeting Owners holding aL least 80 percent or more of Lhe total votes of the Association reject such proposed Budget, such proposed Budget is ratified, whether or not a quorum is present. In t.he event such proposed Budget is rejected, the Budget Last ratified by the Ownersshal1 be continued until such time as Lhe Owners raLify a subsequent BudgeL proposed by the Board of Directors and the proposed annual assessment or adjustment to the annual assessment shal1 be based upon such continued Budget. B.02:Special Assessments. In addition to t.he annual assessments authorized in Section 8.01 hereof, the Association may establish at any time a special assessment for the purpose of paying or creating a reserve for, in whole or in part / the cost of any expense which the Association is entitled to incur pursuant to t.he provj-sions of the Declaration or the Bylaws and whi-ch is not scheduled to be paid ln a Budget adopted by the Association. No special assessment may be levied by t.he Association unless such special assessment has been approved by the Board of Directors and by the majority vote of the Owners present in person or proxy at a meetlng called for such purpose at which a guorum was present. 8.03 : PavmenLs of Assessmenls. A11 annual- aggessmenLs shall be payable in equal monthly installments. Each monthly installment of the annual assessments shall be due on the first day of the monEh in the amount specified in the most recent wrltCen not.ice from the Association until the Association notifies an Owner in writing of a different amount. At the opti-on of Lhe Association, special assessments may be payable in a lump sum or in quarterly or monthly installments. Each special assessment shal1 2L f9o r2/2o /94 be due 10 days after the Association gives an Owner notice of theamount of such Owner's assessment.. The AssociaCion may charge andcollect j-nt.erest at an annual rate of 21 percent on any annual orspecial assessment which is not paid when due. ff the Associat.ionengages an atLorney to collecL any annual or special assessmenE notpaid when due, the Owner responsible for the payment of such annualor special assessment shall- reimburse the Associatj-on for all costsof collect,ion of such annual or special assessment including,wit.hout limitat.ion, reasonable attornevs, fees. A NA-.Charqes. Each Owner shall be liable for all chargeswith respect to such Owner or such Owner's Condominj-um Unit as setforth in the Declaration which incl-ude, but are not lirnited to, thecogts to be reimbursed t.o the Association by an Owner pursuant tothe provisj-ons of Sections 7.01(b) , '7.O2 (b) and ?.03(d) hereof andfines and penalties for violations of the Rules as described inSection 6.02(b) hereof. Any charge shall be due within 1-0 daysafLer notice of the amount of such charge is delivered to an Oh/nerand, if not. paid when due, shal-I bear interest aL an annual rate of 21 percent. If t.he Association engages an attorney to col-fect anysuch charge not paid when due, the Owner responsi-ble for thepayrnent of such charge shall reimburse the Associatlon for allcosts of collection of such charge including, wichout limitaLion,reasonable attorneys'fees. Any charge collected by the AssociaLion shall be used bv the Association i-n furt,her:ance of itsduLies hereunder or to defrav Common Expenses. Liability of Owners. (a) The l1abi1ity for annual and special assessmenLs of the Common Expenses is hereby allocated to each Condominium Unit in the same percentage as the Sharing Ratio of such Condominlum Unitexcept that any Common Expense associated with the maintenance,repair or replacement of a Limit.ed Common Element shall- be assessedagainst t.he Cqndominium Units to whieh that. Limj-ted Common ElemenLis assi-gned in proportion to the Sharing Ratio of each sueh Condominium Unit to the Sharing Rati-os of all such CondominiumUnits; and provided, however, that. if and for eo long as the Association owns one or both of the Resident Manager's Units, theliability for annual and speciaf assessments of the Common Expenses allocated to the Resident Manager's Unit or Units owned by the Association shall be realloeated to the other Condominium Units. (b) The amount of any annual and specJ-al assessment and charges payable vrith respect. to an Owner ar such Owner's Condominium Unit shal1 be a personal obl-igation of the Owner of such Condominium Unit and such owner's heirs, devisees, personal representatives, successors and assigns and, if there are multiple Owners of one Condominium Unit, such obligation sha11 be a joint and several obligatlon of each Owner of such Condominium Unit. Except as set forth in Section 8.06 hereof, a parLy acquirj-ng fee simple title to a Condomlnium Unit shal1 be jointly and severally 22 fgo t2/20 / 94 tJ: I liable with the former Owner of the Condominium Unit for all suchamounts whi-ch had accrued and were payable at the tj-me of theacquisition of fee simple titLe to the Condominium Unit by suchpart.y wj-thout prejudice to such party, s right to recover any ofsuch amounts paid by such parEy from the former Owner. No Ownersha1l be exempt from liability for payment of such Or^/ner, s share ofthe Common Expenses either by waiver of the use or enjoyment of the Common Elements or Easements or bv abandonment of such Owner, s Condominium Uni-t. 8.06:Liabilitv of Lienholders. The t.ransfer of title to a Condominium Unit pursuant to a foreclosure of a Securitsy Interest encumbering such Condominium Unit or pursuant to any procedure inlieu thereof shall extinguish the lien for annual and special assessments and charges against such Condominj-um Unit described inSection B,07 hereof as to pa],'rnents whlch become due prior t,o suchtransfer unless and to Lhe extent such Security Interest haspriority over the Association's lien as specified in Section 316 {2) of the Act. A Lienholder shalf noL be personally liable for any assessment or charge payable by the Owner of the Condominium Unj-t encumbered by Lhe Security Int.erest held by such Lienholder,but t.he Association agrees to accept any payment of such assessmentor charge made voluntarily on behalf of sueh Owner by such First Lienor. The Association's Lien. The Association shall have8.07: from the dat.e of recording of this instrumenl a lien against each Condominium Unit t.o secure palrment to the Association of all annual and special assessments with respect to such Condominium Unit andall charges wit.h respect to each Owner of such Condominium Unittogether with inLerest thereon at the annual rat.e of 2L percent from t.he due dat.e thereof and together with al1 costs and expensesof coJ-lecting such assessment.s and charges including, withoublimitation, reasonable attorneys' fees. The Association's fienshall be prior and superior to al1 other liens and encumbrances ona Condominium Unit except: (a) liens and encumbrances recordedprior to the recordation of Lhis instrument; (b) the Securitylnterest of a First Lienor with respect to such Condominium Unit except. to the exlent specified in Section 315 (2) (b) of the Act;(c) liens for real esLate t.axes and other governmental charges against such Condominium Unit and (d) mechanic's and materialman's Iiens which by 1aw may be prior to the AssociaLion's lien. The Association's lien shall attach from the date of reeording of this instrument and shal1 be considered perfected without the necessity of recording a notice of default and claim of lien. Nevertheless, the Associat ion shall, as a conditi-on to enforcement of the Association's Lien, record a notice of default and clalm of lien which shall be executed by an officer or dlrector of the Association and which shall contain substantially the following information: (i) the legal description of the Condominium Unit against which the lien is claimed; (ii) the names of the defaulting owners as indicated bv the Association's records; (iii) the total 23 tso a2 /2O /94 unpaid amount together with interest thereon and the costs ofcollection as of the dat.e of such notice,. (1v) a statement that thenoti-ce of default and c]aim of lien is mad.e bv t.he Associationpursuant to the Declaralion, and (v) a statement that a lien isclaimed and will be forecl-osed against. such condomj-nium unit in anamount egual" to the amount stated aE then due and any additionalamounts thereafter becoming due. The Association sha11 send a copyof such notiee of defauft. and cl_ai_m of lien to Ehe Owners anaLienholders of the condominium unit against which such lien isclaimed who or which are known to the Association at theiraddresses last known to the Association wit.hin 10 days after therecording of such notice of default and claim of Lien. TheAssociation's lien may be foreclosed in the manner provided byCol-orado for the foreclosure of mortgages encumbering realproperty. At its option, the Association may recover any amountsclaimed to be due in a notice of default and claim of lien by anaqtion for a money judgment. In any such foreclosure or action,the Owners of the Condominium Unit sub'iect t.o such forecl_osure oraction shalt be required to pay the iosts and expenses of suchproceedings including, $rithout limitation, reasonable attorneys,fees. The Association shal1 be entitled Lo purchase Lhe Condominium Unit at any foreclosure sale, and to acguire, hold,lease, mortgage or convey the same. fn any such foreclosure oraction, the Court may appoi-nt a receiver to collect all sumsalleged to be due from the Owners prior to or during Ehe pendencyof such foreclosure or action. The Court may order the receiver soappoi-nted to pay any sums held by such receiver to the Associationduring the pendency of such foreclosure or action to Lhe extent ofthe unpaid annual and special assessments and charges. 8.08:Statement of Unpaid Assessmente and Charqee. TheAssociation sha11 furnish to an Owner of a Condominium Unit, a designee of such Owner, a Lienholder with respeet to a CondominiumUnit or a designee of such Li.enholder, upon written t equest,delivered personally or by certified mail, first-class postageprepaid, return receipt requesLed to the Association's registered agent,, a written statement setting fort.h the amount of the unpaid annual and special assessmenLs and charges, i-f any, wlth respect to such Condominium Unit - Such stat.ement shafl be furnished within l-4calendar days after receipt of Lhe request and is binding upon theAssociation, the Board of DirecLors and every Owner. If nostatement is furnished to the requesting party del-ivered personallyor by certified mai1, first-class postage prepaid, return receipLrequested, to the requesting party within such L4 calendar dayperiod, then the Association shal-l have no right to asserL a lien upon t.he Condominium Unit. for unpaid annual and special assessments and charges which were due as of the date of the request. 8.09r Surplus Funds. Upon the determination by the Boardof Directors t.hat surplus funds of the Association remain after payment. or provision for Common Expenses and any prepayment orprovision for reserves as described in Sectj-on 314 of the AcL, the fao 12/20/94 Board of Directors may decide either to distribute such surplusfunds to the owners in accordance with the respective sharincrRatios of L.heir Condominium units or to credit sucih surplus fundito the Owners in accordance with the respective Sharing Ratios ofLheir condominium units against their respective liabiri-ties forfuture Common Expenses. 9 .01: ARTICLE 9 DAUAGE OR DESTRT'CTION Requirement of Repair and Replacement. In the eventof any damage or deslructj-on to any porLion of t.he Project forwhich insurance is reguired under the prowisions of Section7.03(a) (i) hereof, t.he Association sha1I cause such damaged ordestroyed portion of the Project. Lo be fu1ly repaired or replacedpromptly after Lhe occurrence of such damage or destruction unless: (a) 'Prior to the Associat.ion undertaking such repair orreplacement, t.he Project is terminaLed in the manner descrj-bed j-n Section 10.02 hereof; (b) Such repair or replacement would be illegal under anystate or local staEuEe or ordinance governing health or safety; (c) Prj.or to the Association undertaking such r"p"i= or replacement, Owners entitled to vote aC leastr 80 percent of thevotes of the Association (which must incfude every Owner of a Condominium Unit which is not proposed to have the Unit. thereof or any Limited Common Element assigned thereto fuI1y rebuilt) and all First Lienors agree in writing Lo a plan to only partially repair or replace the damaged or destroyed portion of the Project. If such a plan is so agreed upon, the Association shal1 prompLly: (i) undertake the repai-r or replacement provided for in such plan; (ii) restore t.he portion of the Project not to be repaired or replaced pursuant to such plan to a condition compatible with the remainderof the Proj ect and (iii) prepare, execuLe and record an amendmentto the Declaration which reflects any reallocatlon of "allocatedint.erests" (as such terms is defined in the Act) of any CondominiumUnit which is not fulIy rebuilt which is automatically made pursuant to the provi-sions of Secti-on 313(9) (b) (II) of the Act; or (d) Prior to the conveyance of any Condominium Unit to a person other than Declarant, a Lienholder whose or which Security fnterest encumbers all or any portion of the damaged or destroyed portion of the Projecl rightfully demands aI1 or a substantial part of the j-nsurance proceeds payabJ-e as a result of such damage or destructlon. 25 rEo L2 /20 / 94 9.Q2t Insurance Proceeds. (a) The insurance proceeds paid to Lhe Association as aresult of the damage or destruction of any portion of the Projectshall be disbursed by the Association as follows: (i) If the damaged or destroyed portion of t.he Projectis fully repaired or replaced, the insurance proceeds shall bedisbursed firsE to the expenses of such repair or replacement andthe remainder shall be disbursed to the Owner of each CondominiumUnit or the Lienholder with respect Eo such Condominium Unit, astheir interests may appear, in accordance wi-th the Sharing RaLio of such Condominium Unit; and (ii) If the damaged or destroyed portion of the Projectis not fu1ly repaired or repJ-aced, (A) the insurance proceedsattributable to a Condominium Unit which will noL have the Unitt.hereof or the Limited Common Elements assigned thereto fu11yrebuilt. shall be disbursed first to t.he expenses of resloring theporLion not fully repaired or replaced to a condition compatibJ-ewith the remainder of the Project and second to the Owner of such Condominium Unit or the Lienholder with respect t.o such CondominiumUniL, as t.heir interests may appear, and (B) all other insu.ranceproceeds shall be diebursed as set forth in Section 9.O2(a) tJ.)hereof except that the Sharing Ratio to be used for such disbursement shall be the Sharing Ratio after any reallocati-on ofallocated inberesEs referred to in Secti-on 9.01 (c) hereof. (b) If the costs of the repair or replacement of the damagedor degtroyed portion of the Project reguired by Section 9.01 hereofare in excess of the insurance proceeds paid to Lhe Association asa result of such damage or destruction, the excess amount shall bea Common Expense payable by the Owners in accordance with theirrespectiwe liabilities for Common Expenses after any reallocationof allocated interests referred to in Section 9.01(c) hereof. 9.03:Noti-ce to First Lienors.Promptly after the occurrence of any fire or other casualty whi-ch causes damage ordestruction of any portion of the Project which the Association estimates will cosL $10,000 or more to repair, the AssociaLion shal1 deliver written noLice thereof to all First Lienors. The delivery of such writt.en notice sha1l noL be construed as imposing any liability what.ever on any First Lienor to pay al1 or any part of the costs of repair or restoration. Further, the provisions of Sect.ion 9.02 hereof shal1 not be congtrued as limiting in any way the right of a First l-,ienor (in case the insurance proceeds disbursed in accordance with the provisions of Section 9.02 hereof shall be insufficient to pay the indebtedness held by such First Lienor) to asserl and enforce Lhe personal liability for such deficiency of the person or persons responsible for payment of suctr indebtedness. I L 26 fso Lz /20 /94 ARTICI,E 10 RESTOITA.TION A}TD TERMINATION 10.01-: Restorati-on. If at any time lhe Owners entitLed tovoLe at 1east 80 percent of the votes of the Associalion and allFirst IJienors shall aglree that a]l Condominium Units have becomeobsolete and shall approve a plan for their renovation orrestoration, Ehe Association shall promptly cause such renovationor restoration to be made according to such plan. A11 Owners shalL be bound by the terms of such plan and the costs of the rarork shallbe a Common Expense. 10.02: Terminat.j-on. If at any time an agreement to terminate the Project is obtained from Owners entitled to vote alfof the votes of Lhe Association and from a1f First Lienors in accordance with the provisions of Section 2L8 of the Act, theAssociation shall- prompt.ly underEake the actions required of the Associatj-on under the provl,sions of Section 218 of the Act. Upon completion of such actj-ons by the Association, the Declarationshall automati-call-v terminate without anv furt.her action. ARTTCLE 11 CONDEMNATION 11.01: Appointment of Association as Attorney-in-Fact. Each Owner, on such Owner's behalf and on behalf of such Owner'sheirs, devises, personal representat j-ves, successors and assigns, does irrevocably constitute and appoint the Association wiLh full power of substit.ution, as such Owner's t.rue and lawful attorney i-n such owner's name, place and stead to deal with such owner' sinteresL in such Owner's Condominium Unit upon condemnation of such Owner's Condominium Unit with fulL power, right and authorizationto execuLe, acknowledge and deliver any contract, deed or other documenL affecting the interest of such Owner, and to take any other action which the Association may consider necessary or advisabfe to give effect to the provi.si-ons of this Article 11- If requested t.o do so by the Association, each Owner shall execute and deliver a writcen instrument confirming such appoj-ntment. The action of Lhe Associalion in settfing any condemnation claim sha1l be final and bindingi on all Owners. 11.02: Ent,ire Takinq. If the enLire Project is taken under any statute, by rlght of eminent domain, or by purchase in lieu thereof, or if any part of the Project is taken and the part remaining may not practj-ca11y or lawfully be used for any purpose permitted by the DecLaration, the Association (as atLorney-in-fact for Ehe owners) shalf collect the award made in such taking and shall sel] the part of bhe Property remaining after the taking, if dny, free and clear of the provisions of the Declaration which shall automatically terminate upon the recording of a notice by the AssociaLion set.ting forth all of such facts without any further action. The award and the proceeds of such sale, if any, shall be fso L2/20/94 distributed by the Associalion in the manner provided in section2tB of t.he Act. 11. 03 :Part.ial Takinq. If a taking occurs other than ataking speeified in Section 11".02 hereof, then the Association (as attorney- in- facL for the Owners) shall collect t.he award made insuch t.aking, shall promptly cause the portion of the Project. noL soLaken to be rest.ored as nearly as possible to its condition prior t.o the taking, and shal-l- prepare, execute and record an amendmentto the Declaration which confirms any reallocation of Lhe allocatedinterests of any Condominium Units automatically made pursuant t,othe provisions of Section 1-07 of the Act. The costs of suchrestoration shall be a Common Expense payable by the Owners in accordance with their respective liabilities for Common Expensesafter any reallocation of the allocated interests referred to int.he preceding sentence. The award paid to the Association as aresult of any such taking shal1 be disbursed by t.he Associati-on asfollows: (a) If the Uni.t of a Condomini-um Unit is taken or the LimiLed Common Elements assigned to any one Condominium Unit are taken. theportion of such award attributable t.o such Unit or Limj-ted Common Elements shall- be dlsbursed to the Owner of such Condominium Unitor the Lienholder with respect to such Condominium Unit, as theirinterests may appear; (b) If Limited Common Elements assigned Lo more than one Condominium Unit are Eaken, the portion of such award atLributableto sueh Limited Common Elements shall be disbursed to each ovmer of each such Condominium Unit or the Lienholder wilh respect to such Condominium Unit., as their interest may appear, in accordance withthe relative liability of each Owner for common Expenses relatingto such Limited Common Elements determined as set forth in Section 8.05 (a) hereof; and (c) Any portion of such award not disbursed pursuant to the'provisions of Section 11.03(a) and (b) hereof sha11 be disbursed to Lhe Owner of each Condominium Unit or the Lienholder with respectto such Condominium Unit, as their interesLs may appear, in accordance wiLh the Sharlng Ratio of sueh Condominium Unit after any realLocatj-on of allocated interests referred to abowe in this Sectlon 11.03 . ARTICTE 12 MI SCEI.,IJA}IEOUS PROVI S IONS 12.01: Enforcement and Remedies. The provlsions of the Declaration which create rights in Declarant shalf be enforceable by Declarant and the other provisions of the Decl-aration shal1 be enforceable by the Association. In enforcing t.he DecLaration, the Association shall be entitled to utilize anv of the remedies set 28 fso r2,/ 20 / 94 forth in Article B hereof and both the Association and Declarant shal1 be entiLled to any other remedy at law or in eguity including, wilhout limitation, an action seeking a prohibitive or mandatory injunction or damages or botsh. In any action for the enforcement of t.he Declaration, the party or partj-es againsE which or whom enforcement is sought shal-l pay the reasonable attorneys' fees and costs (including, wlthout limitation, the reasonable attorneys' fees and cost.s of any appeal) incurred by the party enforcing the Declaration in the amount determined by the Court i.f the party enforcing the Declaration is the prevailing party in such action. The issuance of a building permit or certificate of occupancy which may be in contravention of the Declaration sha11 not prevent enforcement of the Declaration. All costs incurred by the Association 1n the enforcement of the Declaration sha1l be a Common Expense. 1"2.02: Duration. The Declaration shal1 continue and remain in full force and effect in perpetuity, as the same may be amended from time to time in accordance with Lhe provisions of Section ]-2-O3 hereof,, unless the DeclaraLion is terminated in accordance with the provisions of Sections 10.02 or L1-'02 hereof. 12.03: Amendment. If Declarant timely exercises the special declarant right to make the Project subject to a master association as reserved by Declarant in Section 3.10(b) hereof, DecLarant sha11 be entiLled to amend the Declaration in order to comply with the provisions of Section 22O of the Act. Declarant and the Associalion shall be entitled to amend the Declaration in those circumstances set forth in Section 21-7 of the AcL. Except for the foregoing amendments by DeclaranL or Lhe Association, the Declaration may be amended only by the recording of a written instrument or insLruments specifying the amendment signed by the Owners who or whlch are entitled to vote at least 67 percent of Lhe total voLes of the Association and all First, Lienors; provided, however, that any amendmenLs specified in Section 21-7 ( ) of the Act sha11 require the unanimous consent of all owners and all First Lienors. 12.O4: Covenants Runninq wit.h the l,and. Each provision of the Declaration, and any agreement, promise, covenant and undertaking to comply wiLh each provision of the Declaration sha1l be deemed. -a covenani runnj-ng with the land as a burden with and upon the title to each parcel of real property within the Project: f-or the benefit of any oLher real property within Lhe Project. 12.05: Limited Llability. A director or an officer of the Association shall not be liab1e for actions taken or omissions made in the performance of his or her duties except for wanton and wi]lful -acts and except for acts speclfied in Section 7-24-11-1 of colorado Revised Staiutes. Ne j-ther Declarant nor any officer, director, agent or employee of Declarant shall be liable to any party for any action or for any failure to act with respecl to any 29 Es,o 12/20/94 t, matt.er arising in connection wiEh Lhis Declaration if the actiontaken or failure Lo act was in good faith and without malice. 12.06: Successors and Assiqns. ExcepL as ot.herwiseprovided herein, the Decl-aratj-on shall be binding upon and shal-l-inure to the benefit. of Declarant and each subsequent Owner andtheir respect,ive heirs, devisees, personal representatives, suecessors and assigns. Declarant and each subsequent Owner shallbe ful1y discharged and relieved of lj-abi-l1ty with respect to theobligations of such party under this DecLaration upon ceasing to own an interest i-n a Condominium Unit and upon the payment of all sums and t.he performance of all other obligations of such partyunder this Declaration up to the time such party ceased to own aninterest in a Condominium Unit. L2.O'7: Transfer by DecfaranL. Any and all right.s, powersor reservations of Declarant herein contained may be transferred byDeclarant to any person or enti-ty who or which will assume any orall of the duties of DeclaranL related to the rights, porl/ers orreservations assj-gned. Upon the recording of a document in thereal property records of Eagle County, Coforado executed byDeclarant and the transferee by which Declarant transfers any of such rights, powers or reservaLions and the assignee assumes all ofthe dut.ies of Declarant related to the rights, powers orreservations assigned, the transferee sha1l have the same rightsand powers and be subject to the same obligat.ions and duties withrespect to the rights, powers or reservations assigned as are glvento and assumed by the Declarant herein and Declarant shall bereLieved from all liabilj-ties, obligat ions and dutles hereunderwhich are assumed by the assignee subject, however, Lo theprovisions of Section 304 of the Act. The provisions of Section 304 of the Act shall- apply to any transfer of the rights, powers orreservations of Declarant herein upon t,he transfer of Litle to any Condominium Unit owned by Declarant or any portion of the Propertypursuant to the foreclosure of any Security Interest encumbering any Condominium Unit, owned by Declarant or encumbering any portionof the Propert.y as of the date of recording of t.his inst.rument, orany extensions, renewals or modifications Lhereof, or pursuant Lo any procedure in lieu of such foreclosure. 12.08: Notices to Owners and Association. Each Owner shallregister such Owner's maifing address with the Association, andexcept for statements of assessments, not ices of Association meeting's, other routine notices and notices which may be sent in another manner in accordance with the provisions of the Declarationor the Act, all noLices or demands intended to be served upon an Owner shal} be sent by eit.her registered or certified mai-I, postageprepaid, addressed in the name of Lhe Owner at such regisLeredmailing address. If an owner fails Lo register such Owner' smailing address with the Association, such Owner's mailing address shal1 be deemed to be the address of such Owner's Condominium Unit.Alf notices, demands or other notices int.ended to be served uponthe Association shall be sent certified mai1, posLage prepaid, to t,he address of the Association as desi-qnated in the Bylaws. 30 fso 12 /20 / 94 1,2.09: Severability. fnvalidily or unenforceabilitsy of anyprovisi-on of the Declaration in whole or in part shal1 noC affeclt,he validity or enforceability of any other prowision or any validand enforceable part of a provision of the Decl_arat.ion. L2-a0: Captions. The captions and headings in theDeclaration are for convenience onry and shall not be considered inconstruing any provisions of the Declaration. L2 -LL: Construction. When necessary for properconstruction, t,he masculine of any word used in the Declarationshal1 include the feminine or neutered g'ender, and the singular theplural and vice versa. 12.1-2: No Waiver. Failure to enforce any provisions of theDeclaration shall not operate as a waiver of such provision or ofany other provision of t.he Declaration. t2,1-3: Governins Law. The Declaration sha1l be gowerned byand construed under Coforado law. first set forth above. MECl,l E}i|1fERPRISES, IJTD., a Coloradolimited partnership By, Internat.j-onal Realty Company, aCoLorado corporation, General Attest STATE OF COI.,OR'A.DO COIII{TY OF EAGI.,E ) ) ) ss. The foregoing instrument was acknowledged before me this 20th day of December, t994, by Frederick S. Otto, as Vice President, andEric Applegate, as Seeretary of International Realty Company, a Col-orado corporation, as General ParEner of MECM Enterprises, Ltd.,a Colorado Iimited partnership, on behalf of such partnership. Wilness mv hand and officiaf seal- Secret Partner Presid goTA4; Not!l|!? Fugutc My Commission Expires Fl4-9/ J-L fso a2 /20/94 EXEIBIT A (Attached to and forming a part of condominium Declaration forI-,i-ftside Condominiums dat.ed December 20 , Lgg|) LEGAL DESCRIPTION OF THE PROPERTY I.,iftside, Final p1at, Liftside/Cornerstonerecorded November 30, 1994, in Book 556 atPage l-97. County of EagleState of Colorado A-1 fso a2/20/94 EXHIBIT B (Attached to and forming a part. of Condominium Declaration forLiftside Condominiums dated December 20 , 1994) IDENTIFY]NG NIJI{BERS OF ATiID AIJIJOCATION OF T'NDIVIDED II{TERESTS IN COMMON EI,EMEI{TS TO CO}IDOMINIT'M I'NTTS Identifying Numberof Each Condominium Unit Unit A-41unit A-51unit .4,-61unit A-62unit A-71 un1E. A- / 2unir A-Bl_ Unit B-11Unit B-12Unit B-21 Unit. B-22Unit B-31Unit B-32Unit B-41- unit B-42 unit B-51Unit B-52 unit c-11Unit C-12Unit C-21unir c-22Unit C-31Unit C-32 Unit, c-41unit c-42unit c-51Unit C-52 unt_c .E;- l- unl_E .E; - I Percentage Interest of Common Elements AllocaEed to Each Condominium Unit 3.3785? 3.378s? 3.22222 3.3785t 3.22222 4.25]-8"6 4.L6r2t 3 .4808? 3.44552 3 .4808?t 3.44552 3 .4808? 3.4455? 3 .4808?t 3 .4455"< 4.3732+ 4.34352 3.44552 3 .4455% 3.4455e. 3.4455? 3.4455% 3.4455+ 3.4455"." 3.44552 4.34352 4.3435e" 1- .7 4't 8z .5'7 642 I'OTAL 100.00004 B-1 f6o !2/20/94 a,,l EXIITBIT C (Attached to and forming a part of Condominium Declaratj-on forLiftside Condominiums dated December 2O , 1994) I,IATTERS TO !'IHICH TITLE TO TIIE PROPERTY IS SIIB{IECT General taxeg and assessments for the year 1994, and forall subsequent years. AII loca1, State and Federal building and zoning rules,regulations and ordinances. The terms, provisions, easements, ri-ghts-of-way,restrictions/ reservations and covenants contained in the Declaration. Reservations or exceptions contained in U.S. Patents, orin Acts aut.horizing the j-ssuance thereof, recorded Augnlst.16, 1909 in Book 48 at Page 542, reservi-ng 1) Rights ofthe proprietor of a vein or lode to extraet and removehis ore t.herefrom and 2) rights-of-way for ditches andcanals constructed under the authoritv of the United States. Terms and Conditions of the Declaration Creating Covenants, Conditions, Restrj-ctions and Easements for Cascade Vi1lage, recorded July 17, 1981 in Book 326 at Page 255 as Reception No. 22261-8. Terms and Conditions of the Agreement by and between Holy Cross Electric Association, Inc., a Colorado Corporation, Cascade Lodge, a Col-orado Joint Venture and MansfiefdLimited, a Colorado Limited Parlnership, recorded August26, L9B2 in Book 344 at Page Bl-1 as Reception No. 2411,56. Underground Right.-of -Way granted by Mansfield I-,imited, a Colorado Limited Partnership to Holy Cross ElectricAssociation, Inc., by document recorded August 30, l9B2in Book 344 at Page 923 as Reception No . 24L268. Right-of-Way Easement granled to Western Gas Supply Company, a Colorado corporation by Mansfield, Ltd., a Colorado Limited Partnership, recorded .Tanuary 24, 1985 in Book 405 at Page 524 as Recept.ion No. 301808, i-nsofar as it may affect the Property. t-- f 9. Conveyance of Easement. from VaiI Ventures, Ltd., aColorado limited partnership t.o Cascad.e Club, Ltd., aColorado llmited partnership, for ingress and egresspurposes, etc. recorded Apr11 10, 1985 j_n Book 4Lj- atPage 615, insofar as it may affect. Lhe property. 10. Terms, conditions, reservat. j-ons, restrietions andobligations as contained in the DecLaration ofRest.rictive Covenants recorded June 23, l9B7 in Book 464at Page 898 as Reception No. 36!]-23. 11. Conveyance of Ski L.,ife Easement to Vail Associates, Inc.,a Colorado corporation and Cascade Village MetropolitanDistrict., a quasi-municipal Colorado corporation,recorded January 23, l9B7 in Book 4G4 at page 93.7 asRecept,ion No. 361,162 . L2. Easement Deed from Vail VenLures, Ltd., a Coforadol-imited partnership to Upper Eagle Valley Consolidat.ed.Sanitation Distrj-ct, a quasi-municipal corporation,recorded September 14, 1987 in Book 469 at page 713 asReception No. 365933. 1-3. Conveyance of Easement from Vail Vent.ures, i,td. aColorado limited partnership to Cascade VillageAssociation, Inc., a Col_orado nonprofit corporation,recorded September 14, 198T in Book 469 at page 7:-4 asReception No. 365934. 1,4. Conveyance of Pub1ic Access Easement for pedestrians byVaiI Ventures, I-,td., a Colorado limited partnership toVail- Associates, fnc., a Colorado corporation and the Cascade Village Metropolitan District, a quasi-municipal Colorado corporation, recorded ,fune 23, L9e7 in Book 464at Page 941 as Reception No. 36It66. 15. Notice of Assessment by Eagle County Assessor, noti_ng theproperty type, recorded March 13, L992 in Book 575 atPage 12 as Reception No . 4'1LL26. L6. Certificate, by Town Clerk of Vail, recorded march 13,a992 in Book 575 at Page 11 as Reception No. 471125" A7. Terms, condit.ions. reservat.ions, restrictions andobJ-igations as contained in Right-of-Way Easement to HolyCross Electric Association, Inc.. a cooperativecorporation from Vail Ventures, Ltd. , a Cal-orado limitedpartnership, recorded March 2l-. 1988 in Book 481 at page 107 as Reception No. 37731-5- art I 18- Easements, encroachmenLs and al1 other matt.ers shown onrmprovement Location cert.ificate prepared by Eagl_e valreySurveying, Tnc., dated April 30, lgbT. NorE: All recording references are to the real est.ate recordsin the office of the crerk and Recorder of Eagle county,Col-orado, lds \prtnrshp\ lifts ide\l ifc.side . de(.: c-3 TOWN OF VAIL PUBLIC WAY PERMIT LIFTSIDE CONDOS, SOUTTI FROI{TAGE ROAD PEFMtr No. f l' : : -,! tl Contractor's copy to be kept on iobsite. 8. l{uc fcl(Job Name or Location of Work) SILVSRTEOn}TE, CO 403-5 6g I E o I ii L! I 3 0) t 3 o- I = 3, Work is for (circle one) (Ej(cavating Conlracloa's Name, Address, Phone, and Ucense WATER SEWER GAS ELECTRIC TELEPHONE. CABLETV OTHER LANDSCAPING TEMPORARYSITEACCESS (Publlc Works)(PublicWorks) INSPECTION REMABKS: SKETCH PLAN OF WORK ATTACHED , .,n,tt,|4. APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 4. Work is for ftircle one)Water Sewer Landscaping Gas Electric 5. Trench-width (min. a') Length Upper Eagle Valley Water and Sanitation (476-7480\ Depth b. 7. Bond Amounl $F'ermtl Fee $Total Permit Fee $ ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED. Rubber out- riggers are required on excavating equipment when working on asphalt. Asphalt surfaces underneaih the bucket shall be protected at all times. A signature below indicates a review of the area and utilily localions and approvals. Once all utility company signatures are obtained, permittee has option of routing application through the Public Works otfice to obtain the necessary Town of Vail signatures. Please allow one week to process. Public Service Company (1 -800-922-1 987) PSCO-Natural Gas Group (468-2528) Holy Cross Electric Company (949-5892)I.i' -1,,.,[u.,"'-, U.S. West (1 -800-922-1 987) TCI Cablevision of the Rockies (949-5530) Town of Vail: lrrigation (475-2161)Electricians (47 9-21 7 1) Public Works (479-21 58) 9. THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. 1 0. All excavation must be done by hand within I B" of utilities - (Senate Bill 1 72). 11 . Permittee must contact Public Works Department al 479-2158 24 hours prior to commencing backfill operations. Failure to notify the Town will result in torfeiture of bond money. Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection fee. 1 2. I certify that I have read all chapters of .Ijtle 1 2 - Streets and Sidewalks, of the Vail Municipal Code and all utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. ---.-., _-__-2,1J = _ Contractor's Signalulqgllggg!]elr*-.-. ATTACH PLAN OF WORK, TNCLUDING CONTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. r I ..i{ 11,i.. {: : ili-"i, a .'r , \._.i _ ll , .., i ', ,.-: l- iir i ' l- ..' -'t. it; I i t t! i-, 1.,, l -''1-- -'t(- i ,. THIS IS NOT PUBLIC WAY PERMIT! White - Public Works Yellow Finance Pink Community Development Gold - Contractor Telephone\-;1Q[V- ----' ()thef Temporary Site Access .6) coNSrRUcnoN p f*5/.r / lmlilniilllz department of community development TO BE FILLED OUT COMPLETELY PRTOR TO ISSUANCE OFPtr,RMIT wPE oF PERMTT AffiqJE V,7/ry8 fl aurlorr.rc D pr-urilerFrc ll D ERMIT NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE DATEJIIIJ-2L-,I994 PERMIT NO. t. TVPE QF CONSTRUCTTON I m rVV 2. OCCUPANCY GROUP A8E H IRM DIVISION r?2a34 GENERAL DESCRIPTION OF IYORK ; INSTALLING NEW ELEVATOR PERMIT FEESTYPE GROUP G.R.F.A. VAL ALTERATION O ADDITIONAT ( owetLr.rc ururrs 0 HEIGHT INFT. AccoMMoDATroN ururrs 0 NO. FIHEPLACES ADDITIONAL PERMITS NEEDED: INITIAL TOTAL PERMIT FEES DAN STANEK 7.2L-94 ,ILDING OFFICIAL DATE ri6ediliniirnl=roR- - - - - D-ArE- - - & BUILDING NorEs: CnMDr Y WIIF \I0B,EHI.IEST I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to cornply with the information and plot plan, to comply with all Town ordinances and slate laws, and to build this structure according to the Town's zoning and subdivision codes, designlaws, ancl to build this structure accoroing to lne Town's zonrng and sub review approved, Uniform Building Code and other ordinpflces of the Town TURE OF OWNER OF AND THE OWNER. HIMSELF LI ELECTRICAL LI FOUNDATIONn u ecn nn6g1-,51'-91*pgeron LEGAL [-sEsc. LOT-BLK- FtLfNc - Eoe Nnlre' LrFTstrDE ELEVAToR OWNER NAME MAIL ADORESS CITY \ PH. ARCHITECT FIRM MAIL ADDRESS ctw PH. GENERAL CONTRACTOR E|RM DOVER ELEVATOR rowN oF vArL HEa-No. 179-s rELE. 790-8566 kr^'^Hl: FIRM TOWN OF VAIL REG. NO. PLUMBING FIRM TOWN OF VAIL REG. NOUUNIKAUIUK MECHANICAL CONTRACTOR FIRM TOWN OF VA|L FEG-NO__ OTHER CONTRACTOR FIRM TOWN OF VAIL FEG. NO. TELE. NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE 969 APRIL B. 1994 6637 truD!BUILDING ELECTRICAL CONSTRUCTION PERMIT department ol community development TO BE FILLEO OUT COMPLETELY PRIORTO ISSUANC€ OF P€RMIT TYPE OF PERMIT PLUMBING FOUNDATION I-X MECHANICAL LEGAL tpEsc. LOT BtK. FTLING LIFTSIDE loa NNue, LrFrsrDE MP OWNER NAMF MECM ENTERPRISES MATLADDRES5 BOX 3149 crrv VAIL 81658 pn.47l-0626 ARCHITECT FIRM MAIL ADDRESS CITY PH. GENERAL CONTRACTOR FtRtu R:A. NELS0N Io\ENAFVAILREG.NO. 110-A TFI F L7A-A6AA /CTTF\ ].-ecrn'cor- FIRM TOWN OF VAIL REG. NO.U(,NIKAI-ItJK PLUMBING CONTRACTOR FIRM TOWN OF VAIL REG, NO MECHANICAL CONTRACTOR FIRM CO].ORADO PLIIMB-ING-'S\IC IOWN OF VAIL FEC, NA-I29-P ?Er E Orq-OCnO }I7-M OTHER CONTRACTOR FIRM TO\'!/N OF VAIL REG. NO. TELE, r. TYPE OFCONSTRUCTION I ll lll lv v 2. OCCUPANCY GROUP ABEH I R M DlVlSlOfl 122a34 GENERAL DESCRIPTION OF WORK : - MECH-ANICAL PERMIT FOR LIFTSIDE PRO.IECT . PERMIT NO. zIF ) EUILDING ELECTRICAL PLUMEING I|ECHANICAL 700.000.00 TYPE GROUP G.R.F.A. VALUATION PERMIT FEES II I {R R-I, BUILOING PERMIT )0 .00 $\ l{$ PLAN CHECK ELECTRICAL PLUMBINCNEW (X ) ALTERATION () ADDITIONAL REPAIR( DWELLING UNITS - ACCOMMODATION UNITS -- HEIGHT IN FT, - NO. FIBEPLACES MECHANICAL 14,ooo.oo/PC 3,5 RECREATION FEE 1r INSULATION: TYPE THlcKNEss R-VALIUE DESIGN REVIEW BOARO CLEAN,UP OEPOSIT Exr wALLs | |USE TAX }'IILL CALL 3.00 TOTAL PERMIT FEES 17,503.00 DAN STANEK 4-8-94jiio-nt6-oFrrilrAf -DATE -AOOITIONAL PERMITS NEEDEO: Y N INITIAL ST. CUT )N|NG ADMINTSTRATOR DATE ONING A BUILDIN6 NOTES: AS RTTTT.TS WTr.r. RE REQITREn BFFnRE XE TCO WIT.T. BE l SSIIEN . I hereby acknowledge that I have read this application, filled out completed an accurate plot plan, and state that all the informatioA intormation required, completed an accurate plot plan, and state that all Ine rntormatlo agree to comply with th€ information and plot plan' t9.bomply/tr laws, and to build this structure according to the Tqlr/n's zfni is correct. I and state design review approved, Uniiorm Building Code and other.o.tdina AND THE full ord HIMSELF NOTE * COPY OF PERMIT TO BE KEPT ON JOBSITE June B. 1993uiA I E ----.r.- CONSTRUCTION PERMIT hft departm.nt of community development TO BE FILLED QUT COMPLETELY PRIOR TO ISSUANCE OF PEHMTT TVPE OF PERMIT El gutton'rc E pt-ullsttic E elrcrRtcnl I FoUNDATtoNI MEcHANtcAL n T.TYPE Of CON$TRUCTION I ll lll lv v z,OCCUPANCY GROUP ABEH IR'U DlVlStOH t2?a34 GENERAL DfSCRIPTION OF WORK 31 Sn{t eenCe eflal ? E*pleyee Ueite PERMIT NO. z F BUUlDlr{G 11;442 ;000 . oo EIECTRICAT 516 ,000 .00' PLUHBITIg 700,000,0o. MECHANICAT 700 ,000 .00 r3 - 358.000.00 TVPE GROUP G.R.F.A. VALUATION PERMIT FEES 1I FR Bl,B2,Rl 98137 sl BUILDING PERMIT 1,414.00 PLAN CHECK 6-g1S-O0 ELECTRICAL.R?q no NEW PLUMBING o-soot-oo/pc r.62 DWELLING UNTTS - ACCOMMODATION UNITS -HEIGHT IN FT - - NO. FIREPLACES MECHANICAL RECREATION FEE , 5?/1 nn INSULATION: TYPE THICKNESS B-VALLUE DESIGN REVIEW SOARD 'OO - OOnn/?OO -OO c{rr CLEAN.UP DEPOSIT oofl oo EXT wALLS| | |ff USE TAX TYPE OF T TOTAL PERMIT FEES 6 , 121 .00 Dan Stanek 6-7-93 ADDITIONAL PERMITS NEEDED' Y N INITIAL ST. CUT tltl iur orwc_ornilnL _ DATE She11y Me1lo IONING ADMINTSTRATOR OATE BLASTING PARKING IONING & BUIIOING NOTES: I hefeby acknowledge that I have read this applicalion, tilled out in full the intormation required' compleied an accurate plot plan, and state that all the i4formation as required is correct. I agree to comply with the in{ormation and plot plan, laws, and to bitild this struclure according lo the review approved, Uniform Building Code and CLEAN UP DEPOSIT TO: OR CONTRAGTORlhcenAND T}TE HIMSELF PLEASE I.'AKE TOWN OF VAIL DEPART}{ENT OF COMMI.JNITY DEVELOP}IENT . S.ILES ACT1ON FOR:\{ ._ ^ 75 s0uT4 FR0NTAGE 0l 0000 415{0 zclT{o .cu\D A DDR.ESS !.1A}S 0l cs00424t5 LNTFOL\{EUiLDI\IC CODE UMFOL\{ PL U!'G L.'-'G CODE0t 0,100124 r5 0l 000042415 .l uurOzurr:iTECHANICT.LCODE 0l 00c0 {1415 0l 0000 {24:5 N.\T]O}JAL ELECTRICAL CODE 0l 0000.{?4t5 R CODE BOOKS 0t co00.tt54s I LUE PR!.rfS (:\t)'LARS 0r cro&l424r2 IxraoxcopEs/s'iuDIEs 0t 00co123?t PENA I.TY FEES / R E.I,-''S PECT]ONS 0t 00110.,332 i pl,r""t REuErvRE.CHECK FF-E {S{0 FER IJR. 0t 0000 42323 OFF HOURS NSPECTION FEES 0t 000041.{12 coNTit tcToRs LIcL\sE5 FEIis 0t c$00{1330 5ICN APPLICATION FEE.01 c'000 414t3 0l 00C'04141 ADDITIONA'-SIGNAGE'EE ISI.OOPER,SO.IT. 0t ccBo42{{0 lTC ART FFOJECT DONAT]ON 0t 0cr004t331 PRE PAJD DESICN REVJNVBOARD FEE OIWOO424I2 I BUILDING-CONSTRUCTION PERMIT COIIPUTER DI OT OOOO 42371 INVES?IGATION FEE (BUILDING) r- I I I Ttflrlhl OF lrFl I l- lliscel laneous Csl'r 84*t8-93 15:39:4I Receist * i:tgr44Flcrount.* fR#1BFI l.lEf,I'I EI{TERFEISESA.LIFTSI I}E ELBG FERI'IIT"'FL RH THEEK Fnt'runt tenderE,d ) I?eru paid ElEB684133t8SE Change returned I THFIH}d 1'BL' Yrur ca*rier RERTHF SBBB&. Bff Frcr,n? Faid $FFB8.66 F. EE RECETVED FROM (rn ADDRESS $',. Permit Numbers HOW PAID-Cash-Check I' By Police.Receipt Numbers i '! i I l ) L JUL-13-1994 gg:a1 FRDf'l D0UER ELEUFTOR rn T0 ta4?7t3P,34?92432 P.@2t 7 PERr*r T:JMTfnA)tll iN'll JUL 191994 at app[rcABrorf krsr E8 ffiu,ED otr! CoDrpr.Err&r ffi rr idt', "- rE A**EE''ED f5.*r"' rirt****-*'**** 'tl*r*rr+ IEF!€E srloEtf,tls{ **rrr*r 1 .. ,r**+*r.******t*rt ;"***';:;- t t-mtratrrg t l-ptu0ltnq t l-F*etrterl I J_il:ebaniq.J-Obhef ElevatoL Lregar fl3sgs'lptlenr l6t _ 'Btoel(_ ounera t€uri Fllina Er r--,_.<_Efu. ltdnrrl cencral Dc6crllrtlutl: t{or,c elaitt S{l-tren [ ]-Altrr*tlon t lruarb€r o! ffttcltlng Uiliti: _ J.ldalllismat t 1-ncpa lfhber ol lcceq, t-oth€r h..- .,.., ij-oD lJnltal Hoadr/PCJ.let___ i*****4.******tlt fi .**!r*tt***tf*+*rr Rrg. ltg, flrlrb{'r ilrd r}FC et tl.reFlqc€E: 6tf r1r;lrlaniil_ tras !,og,i tr* l+i ****r.rraa* **+*r********* *** VtlIIllEIo[fE rrrrf***+*** EtBczr:eAt: t lrEeElIrClnr S..,- -e,i- *#trffiFs"t5f,ii?1,r,r,Iddres*i r. Plunbing CofiEtrctor: Addr€ss: OFFICE UEE itrt******r EUII,ITIE FTJruT CHEC}: STI'IIBIFE P'tN elfECJ{ t|EGI|TTr!trHJ PI*IV CH8;f,ECABtt:Iolt HAE! Cl&Atr-UP SEpgEIt: Ei+IT,IJ PE$ffT IEEFI .*!i********lt**** .,Fr =m6- '4zwzZA- fg:tT tailtBrile Eovn o: fhone !r. Town s: Dlrelie re' . TOUn s-' thsne ;t F6rn e; Phsnc lt, , ReE, NO, 179-s:'r lg-0-8Sge-_q_q-r RaE. lltt.- +-r_. It€chintcrllddrsatr gentrrctot: r*r* * *r**l**trr*r*irtf *lf {t**a** lgRDUTLDUCC PE$'IT FBEIFfiI|{Brrsc P!filtf! tEEtUgcHAlfrct! rEntclT !E!i - ElEcllBferlr E!!tctInFB fCpg ot E'E,t*/q4refW:Ekdnu-1ze TQAfrT BSIIlDfiltrr6fgfiAfirntr SQlr$let EICHIfi'RE; ')7 eg Sitrl il3/' JUL-13-1994 88:68 FROI4 DOUER ELEUHTER CO.tB47?L3A34tTO 7-r3-94 4V9-2452 7s.243?P. E1 EI"EIATORS EOTER ElEUffON GOilIFTTY P.O Box S7AS EngtrweorJi CO EO16€{/EE 637.1 gorjth Hscinc Clnts EnCl€wood, CO €OlrI tsffi) 7ee,8566 Fer: S08) 7g0-j?30 FAX TRANSFIITTAL Date Fax ll TO: r0TAL flU,{BEn 0r pAGES rflcr-uDItg uuvER LETTiR Cary Murro!.a F ROil:Laura Dickergpn lvltSSAGE; Liftside condoe 034cE1856 034EEtg69 Please eee, atteclred pertit applicatlon. As we dLscuesed, pleaee look over qpd adviee regarding f€€s, eEc. thank you- ElSn? ElgttltorE I t}0yer MahtananceNtWElWuiltlgnMN DOVER/DENVER TOhJN NF UHIL CI]14-DEU I Lcgal OHnsrF ID:303-479-2452 tIJtMEfilCr PI'..g2_64J-{7 OEHER3 I IOTALI t IHFORI{ATION ****** **** *** ******r***i*** Town of vall neg. lto. l?C-A Phone Nunberr Town of Vaii. Reg. SO. Phons Nursbsrr roffir of VaXI" Reg, Hs. Fhone Nunberr - tI o&:-- 3.-D"IUAL rEE6: t fl.1 t RPR 08'94 1L;11 1,1n.005 P.01 O **n oF v.4r!, en'*m,u'.,rrop 6^7 pERMrr # @. ,'" '::,'f**1:.'?r-.TAht:Otd :iofi,li (/0 g Z . AEPL,ISA[:'?:i ]fi.I$it iiti I,it:. -::':.ii:rr::0-!4Fr.sT*;L{: oR xf ldAT iiotr EE LccEgtED ^,[****r*******' .r**.*14!(tr* r?,.1 nr]r :, ..,.trlrr3* trt{3oElt*TioN * * * +* r *rr ***** *************,r** -'1 1-nultdlng ; :*lir;,,''r,;',''' i i -g:recf,rlerl ffi-necfrantcaf I J-otherr -*- -A- Job Nane: *Jc t"Fl S. Ib L=. TUbt-r1+,,n i.*,tres*J t--[! I l*Ad{itlonal I l-9:.;,-lr I J-othar_*.- \ f\'--rNurnber of ${elltnE unlti: d/Nunber of Ascomnodetlon t-rnft"st dflrnber and Tlpa of Flraplacer! Caa ApplianceeJffi cas IsgE .- +{",:rj,/petrlet_ fi******** *********t*** * * *** * * **** * VAIJUIIXONS *r}***l********** f{***,$r*** **{****** BUIIJDINCT Archltect I $lgrrtq ure.f pp.xrr, ftfs(G Acdr-€EE r e€n€ral Degcr; .-.ri |.A\C \/l{ork Clas:l [X .Wey 3 I .Alteratlon,\ \ n.- ELEeTRTCAI'; t ldEcHAlrrcAu iffiu" ** *** * ******** * ** * *******'eneral tra Addressl EleetrJ,ceI BEntcaets*or: ,Addr*ss: Flumblng Contraetsrt [ddrsesr Hechnn* ual. Contraetor; &ddsraep; ******************************** l|.on FUSf,ni!{G PERMIT rEsr PLUI{BIHG FERilTT FEEI I{ECIfiI{ICIL PERMIT FEEB ELBCRRICAL F8E: OTIIER TSPE OF F'gE: DEg FEEI 8l60loPrrcE ugD *************r*r*************** BUIIJDT}IC FIJ$T CHECK FEE; lorm of vall Res. tso.I.+S +Phone l{uhbert PUItlBIlls FiLAil fftEcii FilE! MECHAIIICAIJ PIAII CHECT( FEE: RECREA'}3ON FEE: eLBAtc-UF DEPO8IT! TOTAIJ bUIDDIT{€I s: zr $; //4-? t!PERMIT APPI,ICATION DATES , APPLICATfON UUST BE FILLED OUT COI,IPLETELY OR IB t{AY NOT BE ACCEFTED ^fx***************************** IlElll{rr INI.oR}fATION **************t}**************tlJt- l,/j-Building [2<]-Plurobtng [p{-Electrical I l-ltectranlcal I l-other Job Nane: /;fTjrQs Job Address: LeEaL Deseription: Lot l** oF vArL coNsrRucrrp - . o/a F&V arpolrners Name: Htrg .dryz/a< Address: I Architectt An,nrH*,e/, &TF Address: 5lZaatma pn.#4-//q/ General Description: Work Class: p^{-New I l-Altera tion I J-Addltlonaf t ]-Repair I J-Other Nunber of Drtrelling Units: Azu Nunber of Acconnodation Units: nPrf.r and Tlpe of Fireplaces: Gas ApptiancesiT2 cas Logs_ Wood/pellet 4************:******************** VALUATIONS **************************** iurrortqe: +//4/9,dd EI,ECTRICAL: MECHANICALS TOTAL: CoNTRACI|OR INFOREATION **** * * * * * * * * * ** * ** ********* Town of Vail Reg. NO Address:Phone Nunber: Town of Vall Phone Nunber! Town of Vail Phone Nunber: Town of Vail Phone Nunber: llechanical Contractor:ReE. NO. Address: ************* **** * * * * *** ** * ***** FOR oFFrcE usE * * * * * *** *** rl * ** * * **** ** * * ****** ELtMBfNc: I Taaracov,H:;:i.;ffiH;:::...8.: Electrical Contractorc Address: Plunbing Contractor Address: BUTTDING PLAN CIIECK FEE: PLWBING PI.AN CHECK FEE! UECHANICI,IJ PIAN CHECK FEE: RECREATION T8E: CI,EAI{-UP DEFOSTT: FtIlng ***** tto. /3€'€ BUUJDING PERI,TIT FEE: PI.,IJI.'BTNC PERI{IT T'EE: UECHANICAL PER}TIT FEE: EI.EETRTCA', FEE: OIHER TYPE OF FEE: DRB FEB: -t- GROUPFIE(r sQ.rr. -?4.qaq'ao, Comnentsr :9ao,:acryg1aa TO: FROM: DATE: SUBJECT: MEMORANDUM Rick Agett, David Schreiner, NelsonZeeb Construction; Ned Gwathmey, Henry Pratt, Gwathmey Pratt Schultz Architects; and Eustaquio Cortina, Cortina Realty Shelly Mello, Town Planner, Community Development Department May28, 1993 Conditions of approval of building permit for the Waterford/Liftside project W 7. The following are the conditions of approval lor the Waterford/Littside building permit: 1. All changes to approved plans shall be submitted to the Town of Vail tor review and approval prior to construction. Applicant should allow three to five days for review of all changes. Some items may require Planning and Environmental Commission review and/or Design Review Board review. In such cases, applicants should allow a minimum of three weeks for review of these items. 2, All changes specified by Planning and Environmenlal Commission, Design Review Board and ihe Town Council shall be constructed and met whether or not they appear on the building permit drawings. The applicant shall submit revised drawings for all changes as required by the DBB on May 19. 1993 by July 1, 1993. A revised landscape plan shall be submitted by July 1, 1993. 3. The applicant shall apply lor a minor SDD amendment to construct the roof top elevator and stair area found on Sheet 1.1 . As ol this date, this area is not approved for construction. 4. The applicant shall submit Employee Housing Unii (EHU) Restriction forms by July 1, 1993. The employee housing units as indicated on Sheet 8.21 shall be restricted as per the Town of Vail Employee Housing Unit regulations. The lockoff unit kitchen shall be constructed with this permit. 5. The applicant shall reopen the recreation path along Gore Creek by June 23, 1993. The applicant shall rebuitd the pedestrian access to the ski lift from Westhaven Drive before Oblubed-1993. lt shall be constructed in the existing access easement on the Cornerstone property per the May 19, 1993 DRB approval. The applicant shall submit written approval of the location from Commercial Federal, the owner of the Cornerstone sile, prior lo construction. The applicant shall remove, relocate and maintiain alt existing vegetation on he site. Aflvegetation which is removed shallbe reinstalled on the site. Any landscape lost / 8. due to storage and relocation shall be replaced as per the documentation submitted by Gwathmey Pratt Schultz Architects dated May 10, 1993. The applicant shall submit an lmprovement Location Certificate (lLC) at the time of the complelion of each ridge line and prior to a framing inspection. The applicant must submit a schedule to the Town of Vail no later than July 1, 1993 indicating a schedule phasing plan framing inspections. The applicant shall allow a minimum of forty-eight hours for the review of an ILC prior to the request of a framing inspection. $hould any ILC not meet the specifications of the building permit, the applicant will be required to submit a plan which rectifies the situation prior to any further inspections in that area. In such cases that lhere are discrepancies in an ILC from the approved plans, the Town of Vail may issue a stop work order on any or all portions of the project. Prior to the request for a Temporary Certification of Occupancy (TCO) for any unit within the building, the applicant shall submit a Developer's lmprovement Agreement as welf as a letter of credit to cover 125/o of the costs for all incomplete items on the project. All exterior building finishes shall be completed prior to the issuance of any Temporary Certificate of Occupanry. These may not be bonded. Landscaping and paving improvements may be bonded in order to receive a Temporary Certiticats of Occupancy. The applicant shall coordinate with fre Town ol Vail, including the Publie Works Department, Fire Department, Police Departmenl and the Colorado Deparfnent of Transportation (CDOT), for all road closures as well as traffic intenuptions. L 10. ?own of Vail 25 South Frontage RoadVai1, Colorado 81657(303) 479-2138 plan t.he 1991 ProjecL Number: 051193 Address: l-275 WESTHAVEN DR Contractor : NELSON/ZF.EBArchitect : GWATHMEY/PRATTEngineer: HUNNES analysis based on Uniform Building Code Name: LIFTSIDEDate: May L1-, 1993 Occupancy: R1 ,81r82Type of Const: II-FR Plans Examiner: DAN STANEK NOTE:The code items list.ed in this report are not intended to be a compl-etelisting of all possible code requirements in the L991 UBC. It is a guide to selected sections of the code. Sprinkler syatem used for area increase SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Public way 82.0 Feet 42.0 FeetEAS? Property line 70.0 Feet 70.0 Feet SOUTH Property line 36.0 reet 36.0 Feet WEST Public way 80.0 Feet 45.0 Feet Area increased 100.008 for ooen area on 3 sides. NAME OCC MAX FLR AREA ALLOWED RATIO STATUSFL 7 Condot s TOTAL FOR FLOOR 6 Condot s TOTAL FOR FLOOR 5 Condot s TOTAL FOR FLOOR 4 Office4 Trash Room4 Electrical Room4 Condo's TOTAL FOR FLOOR Parking Garage Blke StorageElectrical- Room Trash Roorn Condo's AL FOR FLOOR 3576 1"794003576 r-79400 4729 1794004729 t 79400 9505 L794009505 L79400 983 239400285 2394005s 239400 12989 r.79400 14322 183585 14353 2394001735 239400219 239400r.36 239400 12638 t'l9400 29081 209020 ok ok RL RL R1 B2 B2 EZ R1 B1_ B2 B2 B2 Rl" ok ok ok ok ok ok ok ok ok ok 0.02 0.02 0.03 0.03 0.0s 0.05 0.00 0 .00 0.00 0.07 0.08 0.06 0.01 0.00 0 .00 0.07 0.14 ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok J 5 3 3 3 TOT 2 RecreaLion Room2 Mechanical Room2 Trash Room2 Condot s TOTAL FOR FLOOR 1 Pool Equipment. Room l- Ski Locker RoomL Condot s TOTAL FOR FLOOR B Ski Locker RoomB Trash RoomB Condot s TOTAL FOR FLOOR BUILDING TOTAL NORTH BRG NON_BRG OPNG WALIJ WAIJL PROT 2hr Ohr None 2hr Ohr None Zhr Ohr None ELEMENT InLerior Bearing walI Inlerior nonbrg wa1l Structural" FrameExterior Struct Frame Shaft Encl"osure Floor/Ce11ing Assembly noof/Ceiling Assembly Stairs NOTE: See Sec. L706. (a) tr/, EZ EZ R1 82 B2 R1 n 0. 0. n B2 B2 Rl- ok ok ok ok ok ok ok ok ok ok 0. 0. 0. 0. 0. n 0. 0. U. U. L542 239400LL28 23940069 239400LLL29 179400 1_3868 L88743 r_43 239400974 239400 11-093 1"79400 L22L0 183610 2L2 239400462 2394009960 1_79400 r_0846 185930 8729L 255040 01 ok00 ok00 ok06 ok07 ok 00 ok00 ok06 ok07 ok 00 ok00 ok05 ok06 ok34 ok The actual heighL of this building is The maxirnum height. of the building is -- Tab1e 5-D SOUTH BRG NON_BRG OPNG I,{ALL WALL PROT 2}:r ]-hr None 2hr thr None Z}:r ]-hr None EXTERIOR WALL TIRE RATINGS AND OPENING PROTECTION Table L?-A & Sec. L903. (a) EAST BRG NON-BRG OPNG WALL WALL PROT2hr Ohr None2hr Ohr NoneZt:r Ohr None MATERIAL Noncombustible Noncombust.ible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombust.ible 72.0 feet l-60.0 feet Table 1"?-A RATING2}:rthr2lrr2hr2hr2h'rthr None WEST BRG NON-BRG OPNG WALL WAIL PROT Zttr Ohr NoneZt:-r Ohr None Zhr Ohr None sec.1901. 508 of the R1 B1 B2 occ ?he exterior wal-Is are required to be of NONCOMBUSTIBLE malerial . None -- No fire prot.ection requirements for openings.Prot -- Openings are to be protected with 3/4 hr fire assemblj-es. area of the wall maximum. Sec. 504. (b) & Sec.1903. (b) Maximum single window size is 84 sq.ft with no dimensiongrealer than 12 feet. -- Sec. 4306- (h) NOP -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS NOTES See Footnote #7 See footnote #1 See Footnote #9 See Footnote #8 See Footnote #14 for Shaft Enclosure exceptions FOOTNOTES:1) Elements in an exterior wall locaLed where openings are not permitted or where protection of openings is required, shall be protecled againstexternal fire exposure as required for exterior bearing walls or thestructural framel whichever is greater. -- TabLe t?-A, footnote L4) Fire-retardant treaLed wood may be used within interior non-bearingthr waLl assemblies. -- Table 17-A, footnote #25) Nonload-bearinq walls within a tenant apace that are not part of al-hr corridor may be of :a) Nonsombustible (nonrated) materialsb) Fire retardant-Lreated woodc) One-hour construction (any material) -- Sec. 1705. (b)1. 7) Nonload-bearing walls within a dwelling unit. that are not part of acorridor may be of:a) Noncombustible (nonrated) materialsb) Fire retardant-treated woodc) ConbusLib.le framing with nonconbustible covering i-n Type III and V construction -- Sec. 1-705. (b)2. 8) ff roof is grealer than 25 feet above floor, see See. 1905., 1806.9) In areas with vehicles or airplanesr the floor surface shall be of noncombustible, nonabsorbent materials. -- Sec. 702.(c) & 902. (b) Ll-) A self-closing, 1, 3/4 inch thick solid core or noncombustible dooris required between the basement and Lhe 1st f1oor. -- Sec. f703. 14) Finish material on stairs to be hard noncombustibl-e materials. -- Sec. L905. I'71 The ceiling of Lhe basement is required to be protected wit.h thr fire-resistive construction and doors to basements are required to be of noncombustible construction or L 3/4 inch S.C. wood. -- Sec. 1703. OCCUPANCY SEPARATIONS -- Table 5-BRl--Bl- 3hr The separation may be two hours if limited to parking or storage of private or pleasure vehicles. -- Sec. 503. (d) ex #2R1-82 thr Shops and offices less than l-Ot of floor area need not be separaled. -- $ec. 503. (a) ex #2CBl--82 l-hr Offices less than 258 of najor use do not require a separation. -- Sec. 503.{a) ex #28 ADD]TIONAL SEPARATIONS FOR R1 OCCUPANCY: A lhr occupancy separation is reguired around rooms containing a boiler or central heating unit serving more Lhan one unit. -- Sec . 121-3, A thr occupancy separation is required around common storage and laundry rooms. -- Sec. l-202. (b) A lhr fire separation is required between dwell-ing units. -- Sec . 1202. (bl FOR 81 OCCUPANCY: A l-hr occupancy separalion is required around rooms containing a boiler or central heating unit greater than 4001000 BTU inpuL. -- Sec. 708. FOR 82 OCCUPANCY: A thr occupancy separation is required around rooms conLaining a boiler or central heating unit greater than 400'000 BTU input. -- Sec. 708. EXIT REQUTREMENTS: FL NAME OCCUPANT NUMBERLOAD REQUIRED PANIC RATED HDWR CORRIDOR DOOR NOTES SWTNG EXIT V{IDTH 7 Condot TOTAL 6 Condo's TOTAI 5 Condo's TOTAT4 Offlce4 Trash Room 4 Eleclrical Room4 Condo's TOTAL3 Parking Garage3 Bike Storage * 3 Electrical Room 3 Trash Room3 Condot s TOTAL2 Recreation Room * 2 MechanicaL Room2 Trash Room2 Condo TOTAL1 PooI Equipment Room1 Ski Locker Room * 1 Condo' TOTALB Ski Locker Room * B Trash Room B Condo's TOTAL 18 2r.8 224224248248 210 1110r_652't6 2722L7 11-10r632136 23r. L41015626020119 L JJZ5s2 .lr 2L502 5Z Z 0.3 No 0.5 No 0.4 No 0.6 No 0,8 No1.2 No 0.2 No0.0 No 0.0 No l- .1 NoL.9 No1.2 No0.3 No0.0 No0.0 Nol-.1 No 3.4 No0.5 No0.L No0.0 No0.9 No 3.4 No0.0 No 0.3 No 0.9 No 3.4 No 0.1 No 0.0 No 0.8 No3.4 No Yes N/RYes N/RYes N/RYes N/RYes N/RYes NIRNo N/R L1No N/RNo N/RYes OutYes OutYes OutNo N/RNo N/RNo N/RYes OutYes OutYes N/RNo N/RNo NIRYes OutYes OutNo N/RNO N/RYes OutYes OuLNo N/F,No N/R Yes OufYes Out 't NOTE: This area is being treat.ed as an accessory for occupant loads. -- Sec. 3302. (a) exception Rated corridors are to have thr fire protection on both sides of walls and ceiling. -- Sec. 3305. (S) Door openings are required to be proLected. with 20 minute assemblies and window openings are required Lo be protect,ed wlth tabeted 3/4 hour assemblies. -- Sec. 3305. (h) In areas where 2 exits are required, the mininum separation is t/2 of t.he maximum diagonal of the area or floor. -- Sec. 3303. (c) Exit signs are required from all areas serving an occupant load of 50 or more. -- Sec. 3314. (a) Door swing is based on Sec. 3304. (b) except as noLed. Occupant load is based on Table 33-A. Number of exits is based on Table 33-A exeept as noted. Exit width is in feet and based on Sec. 3303. (b) .ExiL width is to be divided approximately equally among exits. WidLh shohrn for aII areas is based on other exiLs. (0.2) Widlh shown for 1st floor is based on other exits. (0.21 Width shown for ot.her floors & basements is based on stairways. (0.3) For the minimum width of doors, see Sec. 3304. (f) For the minimum width of corridors, see Sec. 3305. (b) For the minimum width of stairways, see Sec. 3305. (b) FOOTNOTES: 11) Corridors within a tenanL occupant load less than 100 may notreguire a rated corridor- -- sec. 3305. (g) exc. #5 HANDICAPPED ACCESS:1) Handicapped access is required to at least one primary entranceto this building. -- Sec. 3103.(a) & (b)3. 2l If a ramp is used for handj-capped access, the max slope is L:LZ. -- Sec 3307. (c) STAIR NOTES:Within a dwelfing unit:A st.airway in a dwelling must be at least 36 inches wide. -- Sec. 3306.(b) The maximum rise of a step is I inches and the minirnum run is 9 inches. -- Sec. 3306. (c) exc. #l-Provide a handrail on one side of stairway 34 to 38 inches above the nosing ifthere is more than 3 risers. -- Sec. 3306. (j) Exceptions Provide a guard rail where drop off is greater than 30 inches. Minimum height = 36 inches, maximum opening size = 4 inches. *- Sec. L1L2.(a) exc 1 For common stairways: The maxirnum rise of a step is 7 i-nches and the minimum run is 11 inches. -- Sec. 3306. (c) The rninimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 3306. {b)Also see exiL Lable above to see if minimum width is greater than 44 inches. Provide handrails on both sides of a stairway 34 to 38 inches above the nosing. (May be on one side if l"ess than 44 inches wide) -- sec. 3306. (j) Provide a guard rail where drop off is qreater than 30 inches. Minimum height = 42 inches, maximum opening size = 4 inches. -- Sec. L7t2.(a| The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(o) Enclosed usable space under the stairs is reguired to be proteeted as required for Lhr fire-resistive construction. -- Sec. 3306. (1) Stairways are required to be in exit enclosures. -- Sec. 3309.(a) The walls of the enclosure are required to be 2 hr fire assemblies. The openings into the exit enclosure are required to be 11/2 hr assemblies.*- Sec. 3309.(c) Note: Openings into enclosure are limited to those necessary for exiting normally occupied spaces. A connection to the exterior is required with the same fire protection as Lhe exit enclosure. -- Sec. 3309. (d) A barrier is required at grade level. -- Sec. 3309. (e) The space under the stairs (enclosed or not) may not be used for any purpose. -- Sec. 3309. (f) At least one stairway is required to exLend Lo Lhe roof unless roof slope isgreater than 4:]-2. -- Sec. 3306. (n) Provide a landing within 1 inch (1/2 inch at doors used for handicapped access) of the threshold. -- Sec. 3304. (i) The minimum width is same as door width and the minimum tength is 44 inches. -- Sec. 3304. (j) The maximum travel- distance in this buildinq is 200 feet. -- Sec. 3303. (d) ROOFING REQUIREMENTS:L) The roofing on this buiLding is required to be Class B or better. -- Table 32-A2, See section 3204. and ICBO research reports for requirements. AUTO},IATIC SPRINKLER SYSTEMS :If there are l-00 or more sprinklers, Lhe automat.ic sprinkler system shall be supervised by an approved cent.ral, proprieLary, or remote station serviceor a local alarm which will give an audible signal at a constantly attended location. -- Sec. 3803. STANDPIPE REQUIREMENTS :A class I standpipe is required. -- Table 3B-A A hose is noL required. -- Table 38-A FOOTNOTES:1) The location is to be per Sec. 3805. (c), (d)rand/or(e) 2) A standpipe is not required in the basement. -- Table 38-A, footnote l- WAIL AND CEILING FINISH:1) wall and ceiLing finish materials are required to cornply with Sec. 4204. (a) and Table 42*8.2l Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 4204.(b)3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meeL the acceptance criteria of U.B.C. Standard No. 42-2 -- Sec. 42Q5. INSULATION NOTES: 1) Aff insulation material- including facings are required Lo have a flame- spread rating of 25 or l-ess and a maximum smoke density of 450. -- Sec. L714. (c) 2) Foam plastic insuLations are required t.o be proLect.ed. -- Sec. 17L3. GLAZING REQUIREMENTS: AII glazing in hazardous locations is required to be of safetyglazing mat.erial. -- Sec. 5406. (d) ADDITIONAL REQUIREMENTS : For RL occupancyAII chimney enclosures for wood burning fireplace factory-built chimneys shall be protecled by a l- hr. Fire resistive construction. A11 projects larger t.han four dwelling units shalL be supplied with st.anped drawings from a qualified architect and/or structural engineer. A11 building within the Lown of vail with 20 units or more, or overthree stories, and containing any dwelling units shaII be supplied with engineer fire alarrn and fire sprinkler syslemsfor approval by the town of vail fire deparLment. Ord. 3 Of 83. A1] crawl spacea within the town of vail shal1 be llmited to 5'height from floor to st.ructural floor/ceiling, have a dirtfloor only, with ventilation as per ubc coded, and minimum access as per ubc code or maxirnum access of 9 sq. Ft. All R-1 occupancies within the town of vail- will- be required to have a1l- landscaping and parking facilities complete to obtainfinal inspection approval . Address numbers shall be posted plainly visible and legible from the street. A fire alarm system is required in this building. -- Sec. L7LL. Below the 4th story. Provide a window or door to the exterj-or from every room used for sleeping. -- sec. !204. A window must provide a clear open area of 5.? sq.fL.r a clear height of 24 inches, and a clear width of 20 inches (minimum) . ** Sec. L204.All habitable rooms require exterior glazed openings equal to 10% or more of the ffoor area. (min 10 sq.ft.) -- Sec. l-205. (b) All habitable rooms require an operable exterior openings equal to 5t or more of t.he floor area. (mi-n 5 sq.ft.) -- Sec. L205. (c) Provide a smoke detector in al"l sleeping rooms and areas having access to sleepingi rooms. -- Sec. 1"210. (a)4. The mininum ceiling in a habitable space is 7 feet 6 inches exceptkitchens, haIls, and baths may have a ceiling height. of 7 feet, -- Sec . -- 1207 . (al For BL occupancy Devices generating a glow or flame are required Lo be L8 inches above the floor. -- Sec. 708. The minimum clear height is required to be 7 feet. -- Sec.709.(c)5. Parking garages requj-re a ventilation system that exhausLs 1.5 cfmper sq.ft. of floor area. -* Sec. 705. (b) 2. For 82 occupancyIn all areas customarily occupied by humans, provi-de natural or art.ificial light and ventilation. -- Sec. 705. (a)c(b) HAND ICAPPED REQUIREMENTS : NOTE: Section numbers listed below are from ANSI A117.1 - 1986 WATER FOUNTAINS:L) One must have a spout within 36 inches of the floor. -- Sec.4.15.22l Spout must, be at the front. of the unit. -; Sec. 4.15.33) Controls must be at or near Lhe front of the unit. -- Sec. 4.1-5.4 e 4.25.44) A cantilevered unit is required to provide a clear area under t.he unit of27 inches high, 30 inches wide, and 17 inches deep. -- Sec. 4.L5.5 (1) 5) A clear area of 30 X 48 inches is required at Lhe fountain. The clear area is required to provide for a forward approach with a eantileveredunit and for a side approach otherwise. -- Sec. 4.L5.5 & Fig.27 b,c,d TOILET FACILTTIES:1) A 5t diamet.er unobstructed turning space is required in the toilet room. -- Sec . 4.2.3 & Fig. 3 (a) 2) When water closet is not in a compartment, the clear area required is: a) 48 inches wide by 56 inches deep with a side approach. -- Sec. 4.16.2 & Fig. 28b) 48 inches wide by 65 inches deep with a front approach. -- Sec. 4.L6.2 & Fig. 28c) 60 inches wide by 56 inches deep with both approaches. -* Sec. 4.L6.2 c Fig. 28d) Side bar is required to start within L2 inches of the bach wall and extend to 54 inches from the back walI. -- Sec. 4.16.4 * Eig. 29 The rear bar is required to be 36 inches long. -- Fig. 29 3) When water closeU is i-n a compartnent, the area required is: a) 56 inches deep by 60 inches wide with a grab bar at the back and one at the side. Door is at front or side. -- l"iS. 30(a) or b) 55 inches deep by 36 or 48 inches wide with grab bars on both sides and door at fronL. -- FiS. 30(b)d) If a floor mounted water closet is used, the depth dimension shown above nust be increased 3 inches. -- Fig. 30(a) & (b) e) Side bars are required to start within 12 inches of the back wa1l and exLend to 54 inches from the back wal1. -- Fig. 7.56a & 7.56b fhe rear bar is required to start withln 6 inches of the side walI and be 36 inches long. -- Fig. 30 (a) 4) The bars are to be 33 to 36 inches above the fLoor. -- Fig. 29(a),(b) & Fig. 30 (c), (d) 5) The top of the seat on the water closet is required to be 17 to 1-9 inches above the floor. -- rig. 29 (b) & Fig. 30 (d) 6) Urinals are required to be staLl- type or have an elongated rim and be wiLhin 1-7 inches of the floor. -- Sec.4.18.2 c Fig. 29(cl 7) A clear area of 30 X 48 inches is reguired in front of the urinal. -- Sec.4.L8.38) Accessible lavatories shall provide a clear area under the lavatory of 29 inches. -- Sec. 4.L9.2.L & Fig. 319) A clear area of 30 X 48 inches is required in front of the lavaLory. -- Sec. 4.19.3 & Fig. 32 l-0) The bottom of mirror is required to be.within 40 inches of the floor. -- Sec.4.L9.5 e Fiq.31 R-l HANDICAPPED REQUIREMENTS : Adaptable dwelling units are required. -- Sec. 3L08. (a)8. Public-use and conunon-use areas shall be accessibfe. -- Sec. 3103. (a)8- Town of vail 25 South Frontage RoadVai1, Colorado 81657(303) 479*2138 Plan review based onthe L99l- Uniform Building Code Project Number: LIFTSIDE Address: ]-275 WESTHAVEN DR Cont.ractor : NELSON / ZEEB ATChiTECT : GWATHMEY/PRATT Engineer: HUNNES Sprinkler System throughout building SHEET IDENTIFICATION Name : 0 51 l- 93 Dat.e: Nlay 2t, 1-993 Occupancy: Rl-, B1, 82 Type of Const: II*FR Plans Examiner: DAN STANEK CORRECTION REQUIRED vL #720 Provide drains and overfLow drains or scuppers. --Section 320"1 . Sleeping rooms below the fourth floor requj-re an exlerior opening for emergency eacape or rescue with clear area,/di.mensions specified. -- Sec. L204. This fIoor,/ceiling is required to be a 2 hour assembly. -- Table 17-A. Roof,/ceiling assemblies are required to be constructed of noncombustible material . -- Sec. 1901. Floor,/ceiling assemblies are required to be constructed of noncombustible material . -- Sec. 1901_. Approved gas logs may be installed in solid fuel burning fireplaces provided the installaLion is per Iisting, wit.h any damper removed, a safety shuLoff valve provided, and conbustion air supplied as per uMc ch 6. uMc. uMc 803 Gas appliances shall be inslalled as per lisLing,vrith a rrBrr vent onIy, combustion air supplled from out.side for all new construction and as per UMC Ch 6 for remodels. It is recommended that a gas appliance not be installed in a bedroom. Hinged doors serving a sauna or shower sha1I swing out and have no positive latchinq device. UPC 5407 1-0 1L t2 t< l4 The design, construction, and installation ofelevators, dumbwaiters, escalators and their hoist.ways shall be as per the requirements of UBCCh.5l-. This includes fire resistance of enclosure & openings and hoislway ventilation. Plumbing fixtures wiLh mechanical apparatus shall be supplied with an access panel for inspection andrepair. UPC 904 (b) No domestic dishwashing machine shall be directly connected to a drainage system without the use of an approved dishwasher air-gap fitting. UPC 608 DomesLic ranqes shalI have a vertical clearance above the cooking top of not less than 30'r to unprotected combustible material . UMC 1"901 Supply a ffoor drain in the laundry room to adequately dispose of water due Lo overflow or line breakage. In bathrooms with a t.ub or shower and in laundry rooms a mechanical ventil-ation system directly connected to the outside shall be provided. UBC l-205 (c) fn rooms without natural ventilation a mechanically operated ventilaLion sysLem sha11 be provided capable of supplyinq at min. 5 cu.ft.per minute of outside air per occupant in all occupied portions of rhe building. UBC 705 oR uBc 605 fnclude a copy of the soils report for the site to be built on. -- Sec. 2905. Sloped glazing (skylighls) shall be tempered over laminate glazing as per UBC 3402. Plastic glazing shall be as per UBC 5207. A curb may be required depending upon glazing mat.erial, slope of roof, or flashing used. Roofs within the Town of Vail shal-L be designed for a snow load of 80.Ibs per sg. ft. Decks shall be designed for a live load of L00 lbs. live load per sq. ft. Stuceo to be Dryvit system or an approved subst.itute. l-5 r_6 t'l r-8 L9 20 Doors # 805 c01 c07 c05 c06 c03 A06 c1t- vrz c14 IJbI Fire rati-ngs 2Omin. smoke/draft/closure 20min. smoke/draft/closure breakaway with signage 2Omin. smoke,/draft/cloaure 20min. snoke/draft/closure 9Omin. smoke/draft/closure breakaway with signage 2Omin. smoke/draft/closure 20min. smoke/draft/closure 90min. smoke/draft/closure90nin. smoke/draft/closure Location elevator eLevatorexterior boot room boot roomtrash room exterior elevator Lrash roomstair sLair by Northwest.2t 22 23 24 25 26 27 28 29 30 3r- 32 Elevat.or blue prints need to be approved Council OF Governments Bill Hulse. Floor drains from hydrolic elevaLor cannot be tied directly to sanit.ary sewer, must go through sand and grease int.erceptor first. AII backing to non-combustible or fire-treated wood. Terrnination room for trash chute t.o be 2hr raLed as per sec.1706 of the 1991 UBC. Trash room and trash chute to be sprinkled asper sec.3802 of the 1991 UBC. rift.side project shal1 comply withAccessibility as per the L991 UBC. Waiting room and offices on sheet construction when used as exit nay. CH.31 on 2.5 to be 2hr Mechanical room is recrui"red to have Lwo exits on sH.2 .3 . Gate from exterior of swimming pool on SH.2.3 to swing in the direction of travel . Sound Lransmission controls between units Lo be verified, as per appendix CH.35 of the L991 UBC. Colurnns Lo be 2hr fire rated (monokote systern) . Elevator door pockets to be on hold open devices and comply with sec.4306 of t.he 199L UBC. Shoring, staging and water lines are to approved by the Town Of vails building,public works and f ire depart.ment. 33 LETTEF OF CBEDIT FORMAT Legal Descdption: Lot . Block_ SubdivisionC4g g ade . Fitino SDD #4oooE:i"ffi, DEVELOPER IMPROVEMENT AGREEMENT THIS AGREEMENT, made and entered into this zg day of November . 19g4 by and among MECM Enterprises, Lcd (hereinafter called the 'Developer"), and th€ TowN OF VAIL (hereinalter called the "Town') and lst Bank of (hereinaftei catied the "BanK').. Vail WHEREAS, lhe Developer, as a condllion of approval of the Li rtsi de plans, dated 30 June , 1993, wishes to enter into a Developer lmprovement Agreemenl: and WHEREAS, lhe Developer is obligated to provide security or collateral sufficient in the iudgment of the Town lo make reasonable provisions for completion of certain improvements set torth below: and WHEREAS, the Developer wishes to provide collateral to guaranlee performance of lhis Agreement, including construction of the above-referenced improvemenis by means of the lollowing: Developer agrees to establish a letter of credit with a Bank in Eagle County in a dollar amounl of $--95-ii9- (125Y" of lhe lotal cost of the work shown below) to provide securily for the following: Now, THEREFORE, in consideration of the lollowing mutualcovenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expenses, to furnish all equipment and material necessary lo perform and complete all improvemenls, on or beforeJuly I 1995 The Developer shall complele, in a good workmanlike manner, all improvements as listed above, in accordance with all ptans and specifications filed in lhe oflice ol tho communily Development Departmenl, lhe Town of v'ait, and to do allwork incidental thereto according to and in compliance with the following: a. Such other designs, drawings, maps, specifications, sketches, and olher matter submitted by the Developer to be approved by any of the above-referenced governmental enlities. All said work shall be done under the inspection of, and to the salisfaction of, the Town Engineer, the Town Building Oflicial, or olher official from the Town of Vail, as affected by special districts or service districts, as their respective interest may appear, and shall not be deemed complete until approved and accepted as completed by lhe Town of Vail Community Developmenl Department and public Works Department. 2- T0 secure and guarantee performance of lts obligations as set forth herein, the Developer agrees to provide security and collaleral as lollows: IMPROVEMENT A11 remaining landscaping as defined on Exhibir A - Llftside Landscape Plan Sheet L*I dated 30 June 1993 and furrher described in Exhibit B - a letter to Jlm CurnuEce from Rick Agett, R.A, Nelson & Associates dated 2 December 1994 Page 1 ol 3 frrevocable letter of creon *j-Lt -?f!L-in the amount of g e5,lqe with rstBattL-a.f--Vail-- (name of bank in Eagle County) as the security for the improvements set forth above if there is a default under the Agreement by Dweloper. 3. The Developer may at any time substilute the collateral originally set forth above for another form of collateral acceptable to the Town to guarantee the faithful completion of those improvements referred to herein and the perlqrmance of the terms ol this Agreement. Such acceptance by the Town of alternative collateral shalt be at the Town's sole discretion. '4. The Town shall not, nor shall anyofficer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring lo the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee lhereof, be liable for any persons or property injured by reason of lhe nature of said work, but all of said liabilities shall and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmless lhe Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject lo, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) that arise oul of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the Town for any and all legal or olher expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action- This indemnity provision shall be in addition to any other liability which the Developer may have. 5. lt is mutually agreed that the Developer may apply to the Town and the Town shall authorize for partial release of the collateral deposited with ihe Town for each category of improvement at such time as such improvements are construcled in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition will lhe amount ol the collateral that is being held be reduced below the amount necessary to complete such improvements. 6. lf the Town determines, at its sole discretion, that any of the improvements contemplated hereunder are not constructed in compliance with the plans and specifications sel forth in this Agreement on or before the dale set forth in Paragraph 2, the Town may, but shall not be required lo, redeem the letter of credit as necessary to complete the unfinished improvements. The Bank shall release such funds upon written request from the Town stating thal the improvements have not been completed as required by this agreement. The Bank shall not require the concurrence of the developer prior to release of the funds to the Town nor shall the Bank be required to verify independently that such improvements have not been completed as required by this agreement, but shall release such lunds solely upon the Town's written request. ll the costs of completing the work exceed the amount of the deposit, the excess, together with interest at twelve percent per annum, shall be a lien against the property and may be collected by civil suit or may be certified lo the treasurer of Eagle County to be collected in the same manner as delinquent ad valorem taxes levied against such property. lt the permit holder lails or refuses to complete the cleanup and landscaping, as defined in this chapter, such failure or refusal shall be considered a violation of the Zoning code. 7. The Developer warrants all work and material for h period of one year after acceptance of all work referred to in this Agreement by the Town il such work is located on Town of Vail property or within Town of Vail right-of-way pursuant to Section 17.16.250. 8. The parties herelo mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. Dated the day and year first above writen. Page 2 ol 3 a STATE OF COLORADO COUNTY OF EAGLE STATE OF COLORADO COUNTY OF EAGLE ,4t,, STATE OF COLORADO COUNTY OF EAGLE MECM ENTERPRISES, LTD., A Colorado Limi.ted Parrnership By: lnternational Realty Co., a Colorado corporation its managing general Partner -The foregoing. Developar lmprovement Agreement was acknowlodged before me tnisini1 oay othtrA$G- l$by t?r:rrr=p"rr:-r-- g - drrr' ' Witness my hand and otficial seal. My commission expires: My Co:;1....r 5-14-97 was acknowledged bofore ^u ni*a^v rrLbno-Jn- #'v--- BANK 19_ by The foregoing Developer lmprovement Agreement was acknowledged before me this _ day of Witness my hand and official seal. My commission expires: #ryqB trorAei NNEH, COMMUNIW DEVELOPMENT Tryg;foregoing Developog.lmprovem€nt Agre€ment t upd.i.d 9i2844 Notary Public Page 3 ol 3 ,f DATE JOB NAME INSPECTION REQUEST WED THUR FRI /:3o or@INSPECTION: CALLER TUES PERMIT NUMBER OF PROJECT TOWN OF VAIL 479-2138 READY FOR LOCATION; BUILDING: B FOOTINGS / STEEL PLUMBINC: tr UNDERGROUND tr ROUGH / D.W.V. E ROUGH / WATER tr FOUNDATION / STEEL tr FHAMING n ROOF & SHEEF- PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB E FINAL tr SHEETROCK ELECTRIGAL: tr TEMP. POWE MECHANICAL: O HEATING tr ROUGH N EXHAUST HOODS O CONDUIT N SUPPLY AIR tr tr_ -.2'rjFTNAL I tr FTNAL PPROVED CORRECTIONS: tr DISAPPFOVED B REINSPECTION REQUIRED INSPECTOR ./" ' '{ APPLIGATToN FoR TOWN OF VAIL PuBLrc wAY PERMTT ts I di. i--litt" a-Dtl(l '{ 'r ir'Tr* '' Job Namq- l 9q: - Legal Description Street Address TOV Contractor's License Number 4. Work is for (circle one)Water Sewer lF:*=='.,qdp.sss?gug) Gas Electric Teleohone Temporary Site Access I CATV Other ;, l"f l'. 5. Trench-width (min. 4') Length Depth Bond Amount $Permit Fee $ ,'\.;oi ''"-\rL'l' Total Permit Fee $ 6. 8. 7. ALL MATERIAL EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED. Rubber out-riggers are required on excavating equipment when working on asphalt. Asphalt surfaces underneath the bucket shall be protected at all times. A signature below indicates a review of the area and utility locations and approvals. Once all utility company . signatures are obtained, permitlee has option of routing application through the Public Works office to obtain the necessary Town of Vail signatures. Please allow one week to process.Sr t rl tr'l'. l+f b Upper Eagle Valley Water and Sanitation (476-7480) Public Service Company (1 -800-922-1987) PSCO-Natural Gas Group (468-2528) Holy Cross Electric Company (949-5892) U.S. West (1 -800-922-1 987) TCI Cablevision of the Rockies (949-5530) Town of Vail: lrrigation (479-2161)Electricians (47 9-21 7 1) Public Works (479-21 58)-I THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. All excavation must be done by hand wilhin 18" of utilities - (Senate Bill 172). Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing bacKill operations. Failure to notify the Town will result in lorfeiture of bond money. Scheduled inspections which are not ready may result in the Town charging _the contractor a reinspection fee. 12. I cefiifl that I have read afl.chapters of Title 12 - Streets and Sidewalks, of the Vail Municipal Code and all utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. /i -'. rltl * ).) - r.t .-t_ f j a , _t Date ol Signature ATTACH PLAN OF WORK, INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT' THIS IS NOT PUBLIC WAY PERMIT! White - Public Works Yellow - Finance Pink - Community Development Gold - Contractor q 10. 11. ol-TOWN OF VAIL PUBLIC WAY PERMIT I oa Pnrt - PERMTT No. t : l":[;,1 ;' Conlractor's copy to be kept on iobsite.TOIW OFVAIL (Job Name or Location ol Work) 1. Work is for (circle one) WATER SEWER. LANDSCAPING Phone, and License No,) GAS ELECTRIC TELEPHONE CABLETV TEMPORARY SITE ACCESS 911.1gp ii., c F.i:ir permit Fee i',,r.r i,,'a-i ,;.,d Bill to: Paid: I o_ ii i "9 3 .9 o- I 3 Receipt #: (Public Works) INSPECTION REMARKS: SKETCH PLAN OF WORK ATTACHED L&€d,.a H.--bta-4( I -. fl4.'48-t&8 t Jogn -.{ - -- V_ lgju('l,tl. |nltfftxt^llrt !!t.it iFl aai uct fiE€I lot.&..u!f f,rx !o(to$, (oro{roo et0! $r.{FETHO -_oF -. ri ev ZE:L-- DArE -Yi-9:jg-- Glrro. tY-- DAT! -_ rF g r rr)r -,J:-/.,11*:t-a. f-f.- ur,.nt' - €r1d-, !!'.:3-.*{-'€ .. 4 €'i i-A'{. - -":i"j" E), s I'li il .-El€eis': AE P;'J: ''q3t li ii -t--- : l. . --i--_.-r- -,. *j'..-- I :--- ^-i- -- -l :fgB"M,. - Ep,lE -.f f E s-*a - i e.J;ll.liAl:r,.a - -i l: ,. - Ep,'.tL.f f E s-*a - { e.J;li.-[i]-b1:# - -i',-^'^.:..- ^-;- l-. i-; ..'-- .. ' pnmrtnt nLyt-,5€fi-_jcau' {rLo #-f e tet'Fh. PAC€ F.{''8 t^rta+ nrd^..ti .4-q*l-o*c.tC-- f fl?--- f .€ € - - f t'q f-. .".P' I :.! /FF{ €.7; t:r.ef f I goarqr.._.-- wfrt-(- -\ TEveee7e 6r., FIE(D E'AY''T-rn . lll tj:J.lJ I L! t;7 o - JVi ll.lt @ oor tJ\ rl|corFohfito nig silJcE $nEr , rtula. cqor D0 s02 s{lJs.l|tl ls.r$,rsr nx Eitr( I ltltotg g.Lrri n t4$ljdl i.t} l t !6gt (or{tutIrfl 6 3trucIUR'tt lNglrr€ER! FAi( C0Vri{ FAGE o!{E CF - + - F'A0E5 rrnt - i {C9*tS JI/AJOB#:4o.'* - ffi:ffi lx fiISIr rEt$lt TO: FIRM: flAu,€,XHa€ue'4 R, i, ,n€c'r",pggS6gT; LrFruiO{ a:F a FAX #:--- ?. FROM: lta JA'IE4 if you receire S copy lvhich 'rs nct !€sdable or ls net ce'mplete please call aur nti{:e S '3Sr."' +4+-f9gf and Esk for the Person who eent this to you. _ tttl€ rz,E tJ a SAcfE 4 e.f-_.. Tt6" -.*-f etAc ue,&t Bnr rk4r t/€EJ r€4 eat rl------Mr-t-.1"---t--!ltP*::2t-'-z*Ee*--Tl-l*€Ltr.'{-- .-. .(S1tfSn?,!J Ld fr{.*Q y!-t/€:s IL"wEtc -.--rE t -gGr+a-lrad'arl oI 75 Soath Froatage Roail Vail, Coloratlo 81657 t 0t -479 -2 r t8 / FAX 30 1 -47 9 -2 I 66 TO: FROTII: DATE: RE: D e { artm e $t of P u h li e Wor k s lTran s p ottstiofi MEMORANDUM R.A. NELSON, RICK AGETT, DAVTD SHR|ENER, DAN STANEK (TOV), JIM CURNUTTE FOV) CHARLIE DAVIS, TOWN OF VAIL CONSTRUCTION INSPECTOR NOVEMBEF 29, 1994 TCO FOR LIFTSIDE These are the last items required to be completed before a TCO will be released by the Town of Vail Public Work's Department: 1) All easement agreements to be complete including easements tor pedestdan access and Town of Vail bus shelter. 2) A letter stating that a one year waranty will be given on the bike path. Warranty willstart the day a TCO is issued. 3) All staging and parking must occur on Liftside property only. All sidewalks and the enlrance to project must remain open for a@ess. 4) Alllandscaping on south side ol bike path must be bonded, including the removal of temporary bus sheller pad and resodding. Some drainage work is also needed on the north side ol bike path . Include this in the bonding process. 5) We also reserve the rigfrt to reinspect project in the spring, maybe requiring more work. At this time most of the project is covered with snow, making inspection of drainage and right-of-ways most difficult. All other work has been completed to the Public Work s satisfaction. This has been a challenging project and without everyone's cooperation it would never been completed. Thank you, Charlie Davis, Construction Inspector (: r " Chen*Nonhern.lnc. Alil PM TO I itrltlr d f'"[EEilg.,r d rtt t . tiir l}. ai|lrct! l^a REPORT OF IXCAVATION OBSERVATION louRs MTLCACE MILES TO Cftrfi! Ir'fhrn tr. tarth. WE SUPPORT A'{O ENCOURAGE I{GET CERNRCATTON Fr, .BEtEilFfiE lrn-tF-lol SL ul d, Bz +([ItFh* F-t\ PoH rtt ttlF.fr ti dtt* a d,(r rn 'i 7- qFE r'$ +l lJt'i ff\ 3En-l_ Ut -r. f 6a ?J r. "k;o -JOl r$\d-s6*rrrr t---- $ I\l nl' tllt-i l- \ il s. ttt Ll$E F{t*-F'-s vr +\+|} vl t( h s F tJ '.- F L't-c F f-8 F{ Fil$]' tr (A r (tr FqoL z-h E F oF $rE 6'.. Io all .Br \ t$ $rs $tlr H\ Rs *$ R t \h 1 t\:t :{ Re fi? {trolllI t Fl F la f\I'Ilr Gc-t t. ,-l a\ \]J tb f l-"""-;.:"':'": ,'",,". : ". , I iff,j .,.',' o^r, L.f.aiJ- : 'cHt{s.pt- oATt , ornm --drt,l Lu,r'i' #? t rl I .( It I ,.i / 3!4 \(,ur fftoft *r*J, .tl4 A-te E (eerr f4e,71 ft?'< €6?) s€€ t/,vt s€€ grr€€r.s/l f,.f r'Sli e le",*-,- '#7 erc'.'4/g4Eaa,ql Ert C,Y r.tb. Sae /cfi d. d e4" n/ g.lo //oeATtneU €,vA.sct ftt? Do AtdT 8tue€a.+ ecJT aa/?.s H/rFQ uT APf4oY46 '/,c/Na D€n,+/t $ti!/,vG S6.rc 7 !41 'J\/F, , tott{r I ltsr{, t!(w i{ lto|J9lgtrl. t]€" 4f I tOEt I i urrt c. 6on|r . tltltA& I rsr I lro{.{, t &H.tr lrl{n$ 1H,E[qrl t ..' . .. f,ctt 4,a€. Trd a^f,H.tt:rc,4,-gaag ^ r::'-';€i:.:".". ,,,,,,.d.n€, a,rs p Ttt a t g,,,gtE*te,.,,e"{ ";; t 4€;" :.,:: ":,,....,,,,,,.^rt€i'{.,'.d#.*4' u. , , u**+r.rsa *..-....fi.t.4,8.,,.*$..3,t 11.....#t.f.J,,f_s# r" ac?€. ,o 't,r,.r',,i-n'Frdr. |;;, ;,.:......,, ,"-.'# f ,*' rrt€.",: .c,rryc *,..-.-,f-tSa rL €rc -.-76-Gti \ A-tt *,-]iffi oo"rrra#.r$ uf&lit.fl 4^lt fa aa.t*r../*E^,4y ar G{qil/llel paerr 6z/52:7<z- % I.F'It t2/ L /93 1. HYDRAULIC CALCS. LS-1 ,2,3,4 2. REDUCED PRESSURE BACKFLOW PREVENTOR 3. CONTROL VALVE 4. INSPECTOR'S TEST,/DRAIN VALVE 5. CHECK VALVE 6. DRY PIPE vALvE W,/TRIM 7. AIR MAINTNNENCE DEVICB 8. ALARM SWITCH 9. LOW AIR SWITCH 10. FLOW SWITCH I1. TAMPER SWITCH 12. AIR F]LTER,/DRYER 13. AIR COMPRESSOR 14. FIRE HOSE VALVE 15. FIRE DEPT. CONNECT]ON 16. BLT STEEL PIPE 17. SPRTNKLER HEADS Ff(rctfn2 fnoofnc' @ , i-, -& ffi'ru i" zT{ts -i %.il"@ HYI]RAULIC f,ALDULATIOhIS FOn LIFTSIDE-CF UNIT B ELEV 95.35-1LT3A/?3 VAIL" L:O FILE NUf"lllEHr L51 _NF$I6N DATA_ OCCUF.Af{CY CLASSIFIi]ATION: LIGI'IT Sggf;lTyr . t{r gpm/sq. f t, ARir.A nF AFFLICATItrITI: 534 5q. +t. C0VERAGE PHR $FHINHLER: varies NUPIBEft I]F SFFIINI";LERS TALCULAI.ED: & hEAdg f OTAL- SFRINI'I:LHR WATER Fl-fltd I1HOUIRES; elE.6 gFm TOTAL HATHR REfJUIRED (inclr-rding hose)' 18t3.6 gFm l:Lfitej 8r FRESSURE {at bal;e o{ riser) I 1118,6 gpm rg 81.l Sl"'RIllliLER URIFItrE 5I ZEr ./ L& i nch NAI'IH gf CONIRACTSR: 'f IHFEFLINH [:IRE FR0TECTItrN. INC. NA$E Of: OFSIGNEftS l":AF Fsi VAIL FIRE DEFT. ' AUl'h{ORITY T.IAVTNS JURISDIf,T II]N; / r-.-'.-.-*"*rnilr* svsr'* H'DHAULTtr o*otrt Fage 1 Cr \HASS5\LSl J;1 JnF TITLE: LIFTSIDE*CF UNIT E S5.35 ELEV-Il/?Stq3 t{ATHf1 SUFFLY DATA SI}URCE STATIC RESIN. FL-fiI4 AVAIL. TOTAL REO" D NODE PRESS. FRESS. I3 PFES$. S DEI"IAND FRESS. TA6 (FSI ) (FSI ) (6FM) {PSI ) (6Fl"l) {FSI ) 105. O Ar], O 16*0. * 1ff4.5 18S. S 81. I AfiEREEATE FLilhJ ANALYSlS: TOTAL FLNh' AT SOURCE TS8.& 6FFI T$TAL HtrI3E STREA'JI ALLOI4ANTE AT SflURCE O.O 6FT'I OTI{ER HESE S"TREAII ALLOIiJAN*ES I.OO.I} GPT4 TtrTAL DISCHAf{GH FRT]FI ACTIVE 5F.RIF.If{:LHRS fi4.6 GFI'I NOI}E f}NALYSIS DATA NilNE TAE ELEVATION hItrI}E TYFE PRES$URE STSCHAI1GE (FT) 40. o 46.5 46.0 46.5 4Cr. O 4&.5 4S, {t 4&.5 46. Ct f,4. 5 34.5 ?9. S 36. O 1?.5 :.* 3, r) s.5 7.0 (FSI ) i6Ft4) I'i= 4.5{t 13" I lS, * 1{r, 7 r'l .1 -{ t- s & 7 H= 4.3{t 1O"& I4,O l.i= 4. Sri 1S" 4 I3.7 1?. o 1?. ? 13.6 :io.I .J&.5 set. 7 '$3. I Bl.9'r1 t? Elo. 4 F::.. 4.:;{) t3. g 15" 4 f::.c ,{. f,r} tt) " 7 14 " I tr: 4s,5 * 1fi.9 11 43"fi l{= 4"Ii} 11.1 L4.f, i t-c 15 .t .t 15 1tf, 1.7 57.1 ?&" rl HoLiE sl'REilt't 58.6 50" O 31.5 HnSE STEEAI"I 56" S 5rl, il 18 31.5 I? r:L ?.5 50ul{t:H 1t1.1 ISE].S *o*r,fr* sY$"rHH HYDRA'LI* er'*r-ft F*ge 2 JnF TITLH; LIFTSIDE*CP TJNIT rE 85":*; ELEV*IL/2V/'+S FIFE NATA FIF{I TA6 END NNNES ELEV. NOZ" Fipe:1 4Cr.O 4"*1 Lf.t I;I (GFI'I} DIA I1N) LEhIFTH PT III$C. VELtFFS) Hlr(C) (irl) {FT} il{} (FtiI ) (Er-H) 1?t) FTfi 5. 0t) r], {,sf TL 5. 5r} PNES$, 5Uf,l. (F$T } PF I.3PE "?" AFV '), ? l:! t:' f1 ':i tr,F r-r T PV O.1 FF 1.f,Fr rl. ']FV $.6 FF I.4 FE T.8 E(, 11 { FF rl.9Fr *.o FV *.5 FF O,S FE O.T PV O"3 FF *"7 FH Q"{l FV O"5 I I ; "f : z+ 4 4 b 7 cl ? 11 f. i) .t ."1 1r). 7 15. $ 5. fl +.u 1*, y'r 14. S 4.. 7 1rl" 7 #, {r F. L" /FT - I S. r-r I . 1r)4 l"L 14. 5r] 13ft FTE {3, tlt} 0,il59 TL ??.5fi46.5 $. $ Pl. p*r; ? 4&. 0 4.. :i4&.5 s. + Fipe: 3 4&.5 $" r] Fio*: 4 40. o 4":i4&.5 0, {) Fiper 5 ._14 t\ I 1r-t4 !51 fi qr-l -39. * 1, 104 FL 6.5fi 46.5 (:!.{J L(l"7 0. rl q,'7 fl.o lll: -r q -r r:l " r) 13{) F]"6 o. 3r)3 TL &. 5{' tfo l".Tri 11.o1! rJ.065 TL :3" *O rl" s 4.3 i]. fJ *" i) Ld,t-, 13" 4 .t?, * t?" I 1I.8 -tIi.7 J.,1#4 F'L 11,*(' -44"7 i"4};t FL B.()O 46.5 4&.5 Fipel & +(f. L, 46.5 P:Lpe:7 46.5 46,5 Pi pe* fi . 4&.0 4fr. 5 FiFeii ? 43" i] 46" 5 Fi nr:r" lrr| * lJg n 46" 5 4&.5 F'i nc:: 1 1 tl. tl 13, r:1 t-, . l-, u, /130 rTfi o" 118 TL S" *# 1?* FfF 5.ctfi O. {l&I TL 5,5{:r *15.4 1. 1{r+ FL O.5tl r)" {l 1:1.9 15.4 5.: 0"(1 *6f"I 1..&87 FL 5.**.t,a o I1l t- rJ, {-r fi. & o"o l ?{) F fG 4. *ti il. (!?E Tt_ 7. O.) 4., - rl" * t.* #,* {:},, o to"I r:.- cl -14" I ltl" ? .i.4." ,1. 4 "7 J.r:l" t.' i," + i. 1"1 14.f, 4"9 tO. I rJ. (i 1. 1#4 FL 6" 5{r Ftr 1, O l:.T.S ? " rlt] F,E #. '15.J. Tt." s" 5r] FV 1 . 1fi4. Ft-- L: " r){-l FF :t t* FT6 l:"1. {){ F[ 0, 0rE TL- 'gg " r)* FU 1.lfr; ;:,1_ 7"Ctt] ilr: l?cr FTE 7. *$ FE rl , 19# Tl- 'J.4 " (rO FV 1. &97 FL 3?. il* FF 1:+ F1-6 ?4"** l3E 0.trlI 'rL s&.${L FV L " hF7 FL 31,. r:t0 FF l lrl FT6 L ?. {Q FE r]" 3$1 rL 3?. #0 PV 3" 1S4 FL :flr)..1O FF I ?t] FT6 101 . *0 PE r].0&1 TL S01.*O FV I {:r" I 1"r! tEi 7"7 0.o il.6 r.o tJ tT 1+ 46,5 il"{) 1f,.fi 34.S S.(l ;1r)"1 Fipel 1I34.5 0.0 1r1.134.5 0. S 3&.5 Fiper 13 34.5 (1. (l .js.5 3?.5 *.O 57.1 -rt?" 4 |"r r'r C, q u"$ -els " 4' rl ,il 1I"7 {)" * *sf.i, 4 0"* 13,7 O. il *48,4 (].o 7.4 o.+ 1i"f, r':i ':l I.l l,{ {'T 6"4 $"$ 1.1 1S" 4 Trf, 0"4 L l ***r*G* $Y$TEr"r HYrlFiAuLrc o*orrC Fage 3 JfiF TITLF; F. IFH $ATA !:, T EII: l.n l: Ht',rs NfiNHS F,i pe; 14 t6 ir:i. pel l f.lOZ . F "f fl{} (F,SI } LIFTSIIIE*CF uNrT r3 85" 15 ELEV-I7/2V/t?.3 {ct:nt'd} ELEV. (FT} L^t :?. 5 ,:.tt, {J I5 t{S,' $ :6" O l6 ?6.0 't cl ci ?t ci 'i: { € t8st.5 {fl ei 19 1?" s :o 2.$ 3.O sIric" { {:F'1"{} *"o o" (l N(FFI{} I}TA{:N} LEH&TH VHLIFF$} HhI(C} (FT} F" L. /FT .-s8, 4 4. :&* FL ?. il 1;(:t FT6 *.$$T TL [--RH5$, SUN. (FSI ) 3. Srl PF' 0. OFE 1.5 1A Idf, .tY 1'' TI: .tY .1 .t ')J ?{) "fl ,i r..r :;:: ":::.j' l-:'i pn: Lai nr=. P j. pci! Fi pe: Fi pe; rJ. * rl" fi Lt c-a c}" 0 o.{]0.* t-{. $, O, r) o, rlr o" {' r], * (:r. {) .1. {J rl" 0 r;_7 .! i:u " / 5$" 6 fr#.7 ss,7 5d:r " 5 56,6 156" 5 /.Tl b.*i " J. 7I.? sl,I 71" I -5i:i. {J ji. *4r-i 5r:l,, {) t, 9 1I0 {" * il" tlili:} -1:iit"rt 4"r&*r)"il ;1"1 13{) il. {-1 +. {rfi5 -'H,.1" o :1,64{.) 50 " {' ?, ? 1?r-} (l " iJ rl. Url€! *F0. * 4. ?6* r)"r-! 1.1 1:O {-1" il 6" r}r-r1 *t[3$" 4 4. ?&Oo.o 4,2 130 rl" o rl. {lo? 5. Sn FV 0" {:} {). sij F'F {:r " L i:. {tt} FE {1. tl 1:1" 50 FV rl " 1 4&,5$ t3F $.7 83, tlcr Ff: :. I 1?S " 5r) PV ft. t #.5* l:'F O. 1 13,0$ FE +.O 1I.5rl FV {r.1 erl7. *$ l'iF o..l 1g?. (:lrl FE 3,3 s89" Cr0 FV fi. O 15I.5rl FF :.3 93. Or"r f.lE 7.6t4s"so FV *. L i3l FT'6 _rt FTF TL FTE tt- Fl FT6 t-L tr'rE 'rI FIXH:D F}THSSURH LOS!:} DEVTCE O. O 11" tl prii " 18€1. o gpm #. ct Fi pe: :1 ' l:r rJ orq Fipnr ?3 s,5 7..:t o.0 fi.$ (J. 0 !iit{:E n?" ? r]ft" 4 sil, 4 ur. t. * 18fl " r.f cr. o 4.: *. {:r '-1S8" dr il"o 1" I T N,/A ) 4.',J6rJ FL 8" r]0 1t* FTE f,t-],Crt:t 0.(l+9'fL .38"tlil s..59fl PL 5*. stl I4ft FTF 26.(:!O 6. rlrlo TL 1:&. $t |j}F F,F F.V PF FT l.:](J *l: Ttl 0. t 0. {t +.6rl.0 NIJTEST Ti:e system has been balanced 'Lq provicle ,an av€rage i mh:*l ance at earlr node clf {i. 057 gpm and a {nax i mt.tm i rnhal an$e at any noCe of t:1"80? gpm. r'F rrrlE, ,,,,*,ll:::t;,1-:::,:-::,:::ilxt Fase 4 Velt:city pressures are printed {or inf orrnatir:n onlyr and are' not used in bala.ncing the syrtern. Maximltm water vel.ocity in arry pipe ir 1?.7 {t/sec" *o*rrl.bo *Y$TEH HYDRAULT* o*orei JfrB TITI-HI I-IFTSISH-CF UNIT r3 S5" ?S ELHV*I1/119/93 rIFF FI-I]"TNEs TASLE Fage 5 Norni n;rL Iti ameter(i.n) 1"fi* 1, ?5 1"5(l t" ** T, (){l 4, t)tl S" rl$ s. {)0 10. s(]tI 0# Equtivalent Fitting Lengths in Feet tf,=ltt]) TLCB6AE 3. rlr) .1. cfo 4,00 5, tltl 6. *') 7. rlr) S, L)O 1r]. O0 14. O0 14.00 33 " tlc! 6. f.lt) S" *{t 1 {:. $* L7"{3tl :fJ" or-) f,O, *r] .5S " otl 5rl. ofi &0, ** 3. rltl S " rl0 O. 0(, 3. +0 7. ()* {1 . 0{] ?. Orl 9. (:0 Lt. tlil 3. *il 11. {'* &. rlo ,/| r'\a! 14 .-r r-! -: i-ln Si. tlt-t 1&. (:]t] t *, ** 5"*0 t?"i)(l o.$rJ &, O+ 3il " {:)* ! ?. ilil s, *s 37" 00 9. o0ry.rl+ S?.0u Ltl"tl+ 13. ++ 45.0(] 13.00 16. {}(:t 155. *f-t 1?. $* 1fi. iJ* &5. $# 31. $S $, ftS Ct . tlt](1.0o 0" *0 0. (-ir-! il" t:)* I. {,O p" {u) 1 i1r1 { f1 f'1r"1 1. {1ft l;;. {10 I " *rl 0. {J(:r 2. 0rl 3{r, 00 2. *11 O. ili) :5, rlil 'JH . O$ 4. {)# 55" O{} 5. rlo s. ** &. #$ cr, $o o. #$ {). $0 fi. r]0 o. oo l"l a-r r-l 1(:' " tlr] rl, rl{r 1{). r}* ']. oo't9" rlo ?7. $0 o.00 (i, rl0 Fitting Csde Letters: E=standard el l T=tee L*long tuirn eIl U*r:heck val ve B*br_rt*elr.f I y val vat E"rgate val ve l\*,alerrm chpck val ve D."dry pipe valve I &{rn rt..*"Ortrn sysrErl HvDRAULTc o*orrl* Fage 6 , ..., .. . JOB TITLF: LIFTSIDE*CF UNIT rE Etr.?F ELEV-It/?S/Ss IT,ATHR SUFPLY CURVE 1?r)+ 11Cl+ so\\\ I \\\\ tO0+ \\\\ \\\\ \\\\\ \\\\ \\\\ * {*80. t) p*ii tE 1&0(J gpm Flnvl l'est Foint ?r]+ P 8rl+X R E 5 7r1-F U R E 60+ 1 F I 5O+ 4{t+ 3r)+ ?(:l+LEGENN X = Required l,clater $ltpply ,r 81, Oq psi. t3 18t1.6 gpm 't 1O+ O = Available t4ater Sr-rpply "1r]4.5t psi rB 188.6 gpm r O+ +- + --- +-- --+ ---40* 5']0 Bo0 rooo tr,r,rouo* i*pfl, 1&s$ raoo ----+ 3(]*+ HYnftAULIil CI,I!-CUL.AT:nN$ FOR LIFTSII}g-DF UNIT I3I ELEV 111.5*I L/3+/q3 VAIL, trO FILE NUMSEfI; LS? *SESIGN DATA_ OCTIJFANCY trLASSIIFI|]ATIUN: LIEHT IIF..NSITYT ,1* gpm/sq. 'f t. fiFtHA 0F AFFLIIATIfiNr 513 ErJ. ft. COVERAGH FER SFRINHLERT varies NUI{SIiR OF SPRINHLERS EALTULATEfiT & head$ TOTAL SFRINI"ILER |'JATER FLOtr', RE{iUIltEtr: E}8.3 gprn TOTAL I{ATHH REEIUIRED {including horse) r 188.3 {pm Ft.nhi & FRH$iSURE {at base o"f riser): 1881.3 qpm rg 74'4 psi SFRINF.LFR ORIFITH SIZH; 7/lh incn NAl"lE OF CONTRACTUR: TIIvIETERLINH FIRE FROTECTION, INC. NAI'IE 0F DE$IENER; HAF AIJTHORITY HAVIN6 JURISDICTIONI VAIL FIRE DEFT" Darer '..''? *o*'^ilh* *Y$rEt'l HYDRA*LTtr o'o"* *,r*[88ErL*" JOB TITLE: LIFTSIDE-DP UNIT I3 ELEV 111.5_I1/S$/?S t IjJATER $UPFLY DATA SOURCH sTATItr RESID. FLOh,| AVAIL. TOTAL REfiI"D NODE FRES$. FRHSS. I3 FRESS. E DEI{AND FRESS. TA6 (pSI ) (PSI ] (6Fl"l) {FSI ) {6Fl'l} (FSr ) ?? 105.0 80.o i6rlo.o 1114.5 1S8.S 74.4 AGGRECATH FLEI;J ANALYSiIti; STAL FLT]N AT StrURCE 18S.3 6FI"I TfiTAL HE$E STREAI'I ALLOIA'ANUE AT SOURCS O"I] 6FI"I *THER HOS€ STftEAFI ALLOI4ANf,ES 1{1O-O 6PI"I TOTAL DI$CH&R6E FRIII,I ACTIVE SFRINI"{LERS g}4.3 EFI"I NNDE ANALYSIS DATA NilDIi TAG ELEVATION NDDE TYFE FRES$URE I}I5CHAREE (FTI (F"sr ) (GPf'l) -1 T s + 6 66.5 l{* 4.S.1 13.1 tS.O 7?. S r0.8 77.Ct Fi= 4" 3t1 1tr.6 14. O 11 7O.O H* 4,3{t 10.9 14.? ilt al.o - sr.7 a s t0 lo ?1 T? 73.# !i* 4,SO 1?"S 15.4 7?.5 I'T 'T 73.0 l,i= 4.5O 1$"9 14.: 74,5 11 .5 &1 .0 37.7 66.5 l{= 4,3* tS.5 15'E} 7?.5 1S.1 57.5 H05E STRHAT4 3?. 1 sO. 0 E-7 ei 39. 3 57.5 HtrSE sTREAfi 39.6 50.O 7t.5 Eq7 q 19.5 ?.o ?.s .8.5 35.7 56.3 65. ? 73.7 13 14 15l6 L7 1B TS 7e.2 . 7.0 s0ultEE 74,4 1f;l€1.3 FIFE TAG END HLFV. NT]z. NODES (FT) il{} Fipe: 1 66, S 4.372.5 tt. + Pipe; A 73. O 4..573.5 0.0 Pipe: 3 73.5 rt. O7?.5 rl. {J Fipe: 4&6.5 4.37?.5 0, * Fipe: 5 73.5 7e. s Pipe: 6 7?.0 72.5 Fipe:'l 7?" 5'7?,5 Pipe: I 7?. '17?..5 Fipe: ? 70,0 72.5 Piper 10 7?.5 7?..5 Fipe: 11 77.5 &1.O 1?. I 15. {t 10.8 0. (r 1$.6 14. S 1{r. g o. o t*.ft *,+f?"3 +.r] 13,5 15, S L?.3 O" t) 1. 104 FL 1$.:t0 13O FTE 8. rl0 'l.r]59 TL ?1.50 -r 'l ar.A [}l J nl"! r?o FT6 7.O0 r). 05? l"L e!. O$ 1. 104 f3L 7.5r] 130 FT6 Page I FRESS. suH. (PSI } FF 1"3PE 3.6FV S.T FF rl.4 FE O.?PV rl. f PF 1.5 C'C 11 ]1 FV 0.6 PF t.4FE ?.6PV O.? FF O.APE {r. r} PV O.5 FF r).5 FH *.?PV O"? PF 1.6 FE 1.1PV {1. 2 FF 1.AFE O.SFV *.6 FF 5.OFE .1, (r FV O.4 PF {). OFg 1.5FV i). ff GI (CFT,I) DIA T IN) LENGTH FT DISE. VEL{FFS} HIdIC) (P$I ) (6Ft't) F. L. /FT (FT} L .1 -1S. O 5.0 --14 n 4,7 -'J?. Cr ?.7 s .:. J 4 4 4 6 7 & r1.201 TL 7.5$ *15.8 1.104 PL 11.Ot)s.f, 1lO FT6 l1.Or) 0,*6$ TL ?3.00 o, $ 13.3$,s 13,I *44.7 1.453 FL o, rl 8.7 l3{r FT6 rl. 0 tl. I 18 TL -6t).1 r.6tl7 PL o,0 el.6 1?0 FTG 7. rlo 1.104 FL 17,rlrl I ro F1"6 13 . 0r3 O. Og4 TL 36. rlr) r.104 FL 4.5.1 r:{r FTG 5. Otl o. t 9s TL 9.50 t.154 FL 55.#* lZcr FT6 16.0+ 0, 061 TL 81 . tlo r.oo PF o.? PE (!. O 0. t]99 TL t. r)* FV C,.5 lto FTE 4.*# FE O.3 .1. O54. TL 14. *fi FV Ct.l 7.00 -15,4 1.1r]4 pL 1.0(l4.3 1?,I 15.4 5.? 12rl FI$ 7.(10 0. il ls" t r:,. o s. s&3 TL B, fio {1.0 13. I 0. (r 13.3 O. cJ -14.1 1.1.14 FL 10.#S FF O.tl ? t0 II 1l} a E} t? 4.3 rt" 9 14. ? 4. SO,0 11.5 0. r) 4.3 0.$ 0" C! rl. O o. L) o.o 1r]" ? 11.:: 11.5 t,$. T 1S.5 37.7 _r4. ? 14.: 4.8 cr, 0 *34.4 rl.0 9.5 r]. O -48.6 o. o t?.7 cr. o l,&€]7 FL 43.5.1 FF 14"4 130 FTG ?B.OO FE S,r) r).?01 TL 71.5$ FV 1.1 r 1? 13 1S 15 Pipe:1? 61. o 61. O Fiper 13 61. r) 57.5 o.o*.o s.0 0.o s2.7 37.7 37.7 39. ? *8S,6 *.0 7 .g o.o -88.6rl,0 3. O 0.0 4.?&0 FL 13S FTE 0. or]2 TL s.50 3,50 $pRIN,t Fysr*r, '.,'DRAULIc ANAL.yt Fage 3 JN8 TITLH: LIFT$IDH-DP UNIT I3 ELEV 1T1.5-11/3I]/?3 I FIPf 0ATA {csnt,"d) PIF,H TAS O(GFI"I} DIA(IN} LEN6TI"{ FRHSS. IND EI.EV" NOZ. FT DI5C. VEL (FP$) HI4 (C) (FT} SUIY. NnnES (FT) (li) (F$I ) (6Pf',l) F' L" /FT (flsl ) Fi tre: L4 *50. O 2.5{'$ FL t' 5fi FF t:'' I t4 97. $ H" $. r?. 1 5r). () :. ? 13(:) FTG l:" +O FE 0. O 15 57.5 $,$ 3?.? (-t'tl 0'0*B TL 1?"50 FV C!.1 i3i trrer 15 - 138' * 4. f&* !:L 57' Ott Ffj r:r" '& 15 It7.5 0.o :5?"? r)..1 3,1 tlo FT6 5:"t)t3 FE 16"5 1t3 1?,5 tl"{) 56'5 (J.0 t1.{t'J5 TL ltl?.$* FV C}'1 Fi.pre: 16 -srj.fi ?.640 FL *.St! PF *'I t'$ S7.5 H" 5. 3?" & 5O, {t ?"t} 1?{] trTE 13' txr Pli t}' 0 L'7 :57.5 r).O 3?'7 0'$ *.O*Fl TL 13'5O FV '1't iripe: 17 -s{].fi 4"16r]l FL t$o.tl() FF (l'1 17 57.5 O"0 3S.7 O.O l.t tI$ F'fF 7?"O'J FE 1A'5 1S 1?.5 *,tl 56"'J {t"* ft"ttfl 1i- 1/!.t3t} FV (-1'O tripe: LB -IBel.& 4.:60 FL 5?'5t] [:F 1'4 ' 1tt 1?.5 {).0 5&"3 0"O 4.lI I3r) FT6 gf't:O FE 7'b r# ?, s o" o 65.3 O. tl s. $*? TL 151.5ff l3V O' 1 - Fipe: 1? FIXHP FRHS$URH LO{is DEVICH 19 ?'* tl"$ 7&"7. rl .O tl.tl psi! 18?'{t gFm ::$ 3. (l 0. Ct 65. I tl. tl Fipe: ?0 -1S8.& 4.:6rl F'L S'S* PF 0"3 l9 3"0 (1"{l 7e'? o,o 4'3 1?0 rTE 5O'C}'l FE ?'8 ?1 g.5 $"0 73.7 +.O {:}.t}rl? TL 5E}.OO lirv t}"1 Fip*r lr ."1{3S.S i3,19fi FL s{J'*il FF {t'* 11 B" 5 fi. i) 73.7 {l .0 1" t 14t) FT{! 76' t}0 FE o' & t3 7,fi ll[tuE 74,4 {N/A} r].crtx} TL I?6"{10 FV {l'o NOTH5; The *ystem h*g ireen bal anced ta provide an avera,ge irnbal ance at ear:h node o{ l},04? gpm and * maximttm i. rnbal ance at any node o{ 0"99& gpm. velncity pre$st.(res are,printed {ur in{orrnation onlYr and are nnt uged in tral ancing the systern" f"laximum water velocity in "any pipe ie 1?.7 {t,/sec. sFRINt* svsr'r, HynRAuLrc ANALysl JOB TITLET LIFTSIIIH-$F UNIT E FLHV 11 I . 5*1 1/5O./?3 PIFE F'I'TTTN6S TABLE ?.00 5.$o S. *0 c," 0.1 4.oil g, *(:ts.0C' lft.oo 6, f{i 1;" *ij"t.Qfi 15. $$ B.0rl L7, ']ctLt), +O 3#" *tl t 3. *tr f,5. *{t 14. Clr] 3rl. S$ I S. ')t) 35 . rl+ 113. rlt) 50" {lt} :17 . +* datlt ' 941 ?. rlu 5. os :, $* 7" 'l*?. t]{l ?" OO.:.rl+ tt"Sr) 4. rjij L4" ili_, 5. (l{, t5" r"lfJ 5. rxr 19" rl0 6, rlu 3;1. tlt)8.00 17"+o f . ilO SI. tlc) 1tr. 0.1 45. +O 16. Oil 55. O(r 18" OO fr5. tXr r).r10 *.t)r) $. *rl O" rl0 fl. o{ rl. *o S, *{) 1. t}0 7 " {j{j '1 . iji} L*.0r1 1. r)o {] ,.J0 l..lrl 13" CrCr ?" 0{] 9. $0 ?. orJ 10. 0lr .1. o(J 1?" rl* 4".1(:l lry. r](j) 5, tlO 31. Orl 6" {tO Page 4 +. *o rl. f,t, o. oo o. cr{t i:i. Ou 1 O. tio o. oo 10. or] o. oo 19. OO :7, r"t* o. o0 fi. c,$ Nomi na1 Il i ,em*at er' tin) .r Pl( 'l e;._r ?. tltl :.5{-i s. CIo ":! la.-r 4, Orl 5.0r:r &" r:$ B. r:iij L0. $* 1I" O0 EquivalFnt Fitting LengthF in Feet (C*1?O) TLf,B6A o. r]0 0. tlt] o. o0 o. oo io. +il I3. O0 o. ss ?0.0{t rl, rlr) 3EI. 00 0. t:'{3 $" o0 Fi tting {lnde Lettersr H=:;tandard elI T*.tee L*lang tlrrn *1 I ll=check val ve S*hr_rtterf I y val ve 6::gate val ve A*alarrn chech valve O=dry pips valve ***r*,t* sYs'EH HYDRAULIc o*orrt JOF TITLE: LIFTSIDH-DP UNIT 'E ELFV 111.S-11./50/?$ WATER $IJF"FLY CURVE 1::O.r" Page 5 l lu+ Sr:r\\\ i \\\\ Lrlrl+ \\\\ \\\\ 9(r+ P 8rJ+ 6{.]-r- \\\\ \\\\ * ..:*E{:t.tl psi E 1&t}Ct gPm Flr:w Tegt Point E !i 7rl+ F tl -R F ( Fq ) 'I Srl r 40+ 30+ = = = ii = = =8 = *g g = = ====:::;;:F = = = = = = = = = ?++I.HGEND X = Required Water Siupply " 74.4I psi tF 198.5 qpm lO+t) = Avai Latrle Water Suppl Y " 1O4.53 Fsi € 1E€1,3 qpm FLON (GFT4} HYDITAULIC trALCULATTONS F$R LlFTSTDE*DRIVE THRU_1 T /3*/q:5 vAIl-r CO FILE NUMFHH; LS' -NEsI6N DATA* OCCUFANTY CLA$SIFICATION: DEN$I-IY: ARHA OF APFLIEATION; ORD. *I/LI6HT .*I/ " 1t] gprn./Eq. f t. 15?3 sq. +t. COVERAGE FER $FRINHLEftT 1'3o/156 se. {t. ! NUI,IEER T]F $PRINF.LERS CALtrULATI{I}: 15 hEAdS TOTAL StrRINHLER t,lATER FLOI{ REGIUIFED: $OE}": gpn TOTAL lrfA'TER REOUIRED ( i ncl r-tdi ng hcse) : 588. ? gpm FLgl.{ t'r PRESSUFH {at base o{ riser) r 5Bll.I gpm E 75.4 psi SFRINF:LER ORIFlf,E EiI ZE:.5 inch NAl"lE tlF CONTRAf,T0ftT TIT4BERLINE FIRE PROTECTIEN' INC. NAl'18 0F DESIGNER: F:AF AUTHOftITY HAVIN6 JURI$DTCTION: .VAIL FIRE DEPT. . .,:.ssFRrN,t* *r*rEr4 H'DRAUT* o*orr*Q Da L.e: JnF TITLE; LIFTSIDE*DRIVE THRU*IL/3Q/93 WATER 5UFFLY NATA SOURCE STATIC ITESID. FLObI AVAIL. TOTAL RECI" D NODE FRESs. FftHSs. 13 PRES$, E DEI'IAND FRESS. TA6 (PsI ) {FSI } (6Ft4) (F$I ) (6Fl"t} tF$I } 41 105.0 Erl.o 1600.0 10r.4 55€1.? 79.4 AFGHEFATH FLOh' ANALY5IS: C: \HAS$S\L53 T'OTi4rL FLOh, AT $0URCE 558.? GFl"l TOTAL HNSE STREAI"I ALLONANCE AT SOURCE 1SO.'} 6FI'I OTHER HBSE STREAI"I ALLOI^,ANCE$ IOO.S 6Fl'1 I-OTAL DI${:HARET FRfiI',I ACTIVE $PRTNI{LERS $O8.3 6Ff4 hIilI}E AFIALYiJIS DATA NODE TAE ELEVATIBN NOD[: TYFE FRES$URE NISCHARGH (FT}(FsI ) (EPlvl) ? _3 4 5 6 7 - JI s3 3S.5 38. S 3?.S 14= 5.6* 1O.4 18. 1 4r).S 11.9 5?.5 l{= 5.6* 11.5 1?.O 4+.5 16. S 11 5?.S l-a:= 5.60 1ff.5 14.1 i t? 4$,$ - lt.o E} q 1|} 36. O l{= 5.6O I*.3 19. O 37.Q $6.S H= 5.60 11,? 1?.5 39.5 l.l= 5.6O 11.6 1?.140,s - 16.539.5 F:= 5. &Ct 15' E} 33.3 3C,,5 :9. S 36.0 l{* S.&O 1O.5 l8"t 37.11 * 1?.4 36.0 l{* 5.6O 13.S LS"4 s0.5 :?, I 13 14't5 16 T7 1B 19 lCl x13t T3 74 ?5 =t] so.s 30. O l{= 5.6t1 19" I 34. 5 s1. o 21. O 30.0 hl= 5, &O 2CI.3 35. 1 90.0 t"l= S.6tl t?, & I?.9 51.0 13. B _38 3? 3S s4 26 S.l. + l{= 5,611 1$. 3 ?0. 4 27 31,+S{).0 l{* 5. 60 L5.7. ?4. 5 51. O t5.6 29.7 4.0 5$.8 ?6.0 HUSE STREAI"I 55.? 50.0 26. r) '56. O spRrNHl sysr'r,r H'DRAULI* ANALy$a JOB TITLET LIFTSISE-SRIVE THRU*I1/3O193 N$DE ANALYSIS DATA {cc:nt'd} NONE TA6 HLHVATIflN NODE TYFE FRESSURE DIStrHAREE (PSI ) (6Fl"l)(FT) 35 ?6.0 HOSE STFtHAl"l 56. (l 50.0 36. O 3.O 3.O 3.O Fage 3 36 37'{n 39 41 4L'l B. 5 56.1 b6.9 BO. .l a7.* 78,67.$ S0URIE 7?"4 4r]S.3 sFRrN,.l* sYsrEr HYDRA,LT' ANALYT B(6f}I,I) DIA(IN) LENETH FT SI$C. VHL (FF$) Hlil (C) tF!5r) ({ipf4) F.L./FT 1r).3 'r FJ 'f, 11"9 r ,_1 f"l {n ,:r :El. s :4, a IO.4. 11.? 11.5 11.? tt c) 1A :i JmH TITt-Er LIFT$IDE-DFIVE THRU*1 1,/30./95 FIF1F DATA Page 3 F.TFE TAfi c.t\u NNDES ELEV. NOZ. (FT) (FT) -18.il 1.1(,4.r-"L 15.{lO FF t.3 FRESS. SUtl. IFSI ) .l 3 f, T ? 4 4 L{) h "/ Fi per E --3:. n s9.5 5.& 15.7 t:"t 7.4 4O.5 O. O :L&.5 0" C! Fi pe: I '*5?" 5 40.5 0.(l L6.5 rl.{) 11"530.5 0.0 :s" a *. {} Pi pe: 1+ -9&. Cr . +.5 0.0 38.8 fi.* 3"7 3r].5 r:r.O r9.O {r.{} Pipe: 11 *1S.1 39,S 5.6 10.5 18. I h.L 4t).3 $.{) 1?.O t}.{, Pi pe: 13 -19. I39.5 5.6 1t.& i9.t A.4 I r]* trTE 5. LlO FE O. 4 Q. 117 TL ?$. rl0 PV O. 2 t., 1{r4 Pl' I " r)O FF O" S 1'l+ FTE 5, Sr:, PE O" 4 *"rs:5 TL 6.110 FV O,*1 1. io4. FL 17.50 FF 13.7 l rlrl F'r6 15. +r) PH : . A(t"45* TL 30,5fi FV 1.1 :,:&o FL 5. *O FF $. r] 1OS FTf, FE O. {, $. $0? TL 5. rl0 FV f . rl 1. 104 FL 11" *# FF 1.9 10O Fl-G 5. O{t FE O.4 o.118 ]L 16.rl0 FV (r.? 1O0 FT6 5. rl0 FE O.4 o. 130 rL &, oo FV o.3 1 . 1f4 FL 10" 00 PF 4.5 10rl FT6 PH rl,0 0.446 TL 1rl.0s Fv 1.(t 1.1o4 FL 1"r)O FF 1r,0 10(J FT6 5. Clr) FE $,4 0. 17S . TL 5 " ilr) PV r). 4 1.4.5? FL 17.0{t FF $" t 100 FTS 13"00 PE 4,.J 0 " ?8Cr TL ??. Cxl FV 0. I 3. ?60 PL 13. oo PF t].3 lOO FTG FE O"S rl.ol.:i IL Ll.Ll(r PV S.1 t. 104 FL 11. *0 FF 1' ? 100 FT6 5.0* PE O.4 o. 119 TL 16.*0 Fv 0.2 t. 104 FL t. ** pF .t. g 100 FT6 $,CI(r FE 0.4 {).130 TL 6.tlt} FV 0.3 1"104 FL lO.Or] FF 4.5 1O+ FTE PE 0. {) [:.r i na' 1 36" tl 37. tl Fi- pe; ? 3&.0 57.0 Pipeu 3 *\7. (:l ;50. 5 Fiper 4 :50.5 30.5 39,5 40,5 Pipmr & 39,5 40.5 $:'i per 7 40. s 4+. S o.o :8"8 1Cl" 0 rl" { t ct -::' 0.0 6"0 -r9,,56,5 -;17, 5o.0 1?, s 0.ll --T.} -q {1.0 1.4 o.(J -l '1 | ls"1 &"1 {r. o 19. O &.4 +"o -37.1 o" r] 1I.4 fi{) 5,6 O. {t 5.6 il. {t tJ.0 0.o 5.6 0. (' EiA 0.0 o.0 O. Ct -1?, {r 1. 1r:t4 PL 1.00 FF 0.8 t- t5 ? E 1{J 16 rL 1? 1T t4 r ..3'11 4O.5 0,.:r 13. O r). C) fri pe; 15 -37" ?40.5 0. + 1?. O O. O 13.5 40. s 0. $ 16.5 Q.0 0.44? TL 1rl. s$ Pv l. o $FFIN,.* sYsr** HYDFAULT* ANALY*I LIFT$ISE*Dft IVE THRU*1 1 /30/93 {cant'd) ELEV, NOZ"(FT) il4) x4 .-r:.3 39.5 5,Cr t5"S 2;.*c 7.*.r4tl'5 tl .{) 16.5 C}.tl -5til ,, 5(r"t) 11"5 rl" O -156.1(). tl 6" O o"$ o. '] -19,,4'ts.4 &, 5 $. c, -57.5*. o 11.6 o"0 * 1t7l; . 7 0.rl 7"4 0"o *r4.5 Jrt,I u" J o.o -:5.1:5.1 8,4 -4?. &(:,0 t&" 6 {r, r:t -19. ? 19. ? 6.7 o.o GI(GFI"I) DIA(1N} LENGTH VHL {FF$) Hh' {C} (FT} 1. OO 5" OO 6"rl0 17, o(:t 11, tlo ?9" rlo 4..00 JOB TIT'L€: PIFE NATA FIFETA$ END NONES Fipe; 15 l4 F'i nrr l t4 t& Fiper Fi pe: Fi. pel: o" $ 16.5rl.0 7?" rl PT DIS[. {PSI } (6Pt"t} Page 4 trREsS. c--t tM (FEiI ) FF 1.O FE rl.4trv o.4 rr H" -.:FE 4.3 FV '}. ? PF- $. I F,E *" O FV $,3 PF ?.4 FE $"4 PV {-1. ? FF (:'. BpE rt.4 PV +,3 FF T3. ? PE A. €I FV X.1 FF fl.A FE O. {t FV O.4 .FF 3'.4 FE $.4 FV O.5 FF 1"3 rE 0.4 FV S"5 FF 4.6 FE O.O FV 1,9 FF 1.6 FE fl.4 FV fi"3 PF O.? PE Q.4 FV 0.3 FF 6.? PE 0. rl FV 1.I l: I IE.r 1, 1*4 F'L 1'lr) FT6 o, 174 TL 1" 453 FL l rlrl F-rG *. ?E}2 TL s.?60 FL lOC' FT6 *.033 TL 1. Lrlr.t FL 100 FT6 rl. I 18 TL t. 1{r4. FL 1OI) FTE $.1r/.t TL 1. 104 PL lOO FTE 0.455 TL -1.:6{r PL 1+{) FTF o. $4,7 TL 1.Ir)4 FL 10t FT6 0.I(:16. TL 1" 104 PL 10* FTE o,317 TL t. Lo4 l3L 10ff FT6 0.7&3 TL 1. to4 FL 1O'} FTE o,14S TL 1. 104 FL too FT6 0. 144 TL 1. 104 FL 10s FT6 0.520 TL 'l {? ICf, 17 lhl 3(t ?0 .: r-, ':) I 3: Fi pe: Fi pe; Fi pe: Fi pe: Fipe; Fi pe: Pi pe: 15 40.5 50" 5 Ib s.l. 5 :i(:'. 5 !/ 16. s 37. S It' 36" O 37. t) 1? *17. 0 50,5 30 30.5 30.5 ?1 3o. (:t 31, tl 3T .to. o s1.o ?3 31. S 31,S ?4 sfr,0 3I. O 35 s0. ssr.0 ?63r.0 31.0 fr. {L 5.& 0. r) $.6 r).0 *. r) 0.(] 5,& .). O 5. dt O. Ct 0,s o..l 5.6 f9" tl ?9.1 1u" 5 t ?.4 ,Ll, + 1?.4 3?. I 39. L 19" 1 t1. o 30.: :1. O rs. & l?" & 13. B '-to" 4 4. OO 5. fiO 30. f+ 1. OO 5. rl{} 6. O{t 17.50 13. OO 3rl,50 5.50 7.$$ 1?.50 6.50 5. OO 11.5u 1. OO 5. OO &. oo 1. rxl 5.0c' 6. OQ 6.5S 5.00 1 1.50 l. rl0 5. t)O 6,00 f I. rl0 ::5 ?: ::3 pr? ?.4 25 T& 5q 25 37 5.6 +.0 0.0 .). rl r3.3 1$. ei r3.8 2r).0 ?0.4 &. €l 0. {t -40.3 o. o 15.5 o.o Fipe: 12. Or) Fage 5 FHE55" $ul'|. (F$T i 2B 37 35 s4 s7 f,9 0.* +.0 {}. r) o"fi r)" r) rl. * r:r. o {1. s. r_l . {r rl. rl (r.0 :{t" {t 25.6 25.6 7?.7 25.7 63. ts f:3,I 66" I ss,9 56" {) 5&. Ct 55. 1 56. t 59 " f-t 3"/ " r-J 66. ? 66, ? 67" * 50" {) (l " r:l 1?. : :4, 5 ?r] " {-l #. O 3.7 ?9 r-t :$ '{ .l 3r Fiper 31 4. r:l O,0 ?. Ll t), tl Fipe: $I 36. O t{. S. 36. {) O. O ilrpel 38 -i'{ /\rll. (J x1. t] Piper 39 ?.1 30. s Pi p+a r 50 so,5 4. {:t F i pre; 55 36, S 1?. :: Pipe; 36 19.5 '-l r'\ i3i. pnr 37 3.* ?.o *dr4 . {:ri {r" O lt.6 O" r:l -114" 5 O" r) 16" 4 O" Ct --1$f,1" t fl. (:r 1:1.. s O. rl *5ft8]. 1 {). o 11.8 0.$ -5{). Ct 50.$ ?.? o.o I Fi6re:33 26. O r-r" rl 5&. Or?.5 s" il 59.$ _g{," S 4. t&{r FL 146. S{r Ff 0, ?(J.r) 1 J. L:0 FT6 1'13.O{r PE 3.e} 0.o rt. rlcrl. TL 348. SCI FV *" 0 -5O. rl I.64t) FL O,5t) P[: O, 1 ?.9 LSfJ FT{i 1?" O|l FH r}. r} Fi pe: .54 :i5 ?6,0 H.5.$& 36. O O. rl 3& T4 :4 ':1.7 -50" fi O"i) 1.1 o, cr -1{)O" *c,.$ ?"3 o"o .*4*8, t c)" il ?.2 +. {} O" C,O8' TL 13.5(J FV O" I 4" ?&$ FL 36.511 FF O. I 1 3fi FT6 &: . .lrl FH 3, S o,0*1 TL. 98.Sr) pU r).* 4. ?6{r FL 47.5(:r PF t}.3 L3$ FT6 7:,00 FE 7"& O. Cr$3 TL 1 1?,50 FV O. r) 4,:6$ FL f," Orl PF O, 1 1?{r FT6 FH *, r) f . *37 TL tr. $0 F'V 0.6 srntilen $ysrrm HypRAULril srrunlfrs N (EPPI) trTA T IN} LINiliiIH FT FISJC. VEL (FFS) HhI TC} TFT)(PsI ) {6Fl't} F. L../rjT Fipe; ?730"o 5,s f,l. O *. t) JilE TITLET LIFTSIFH*llRIVE THRLI-t t,/,IOlct3 FIFf nATi] tcr:nt"dI FIF,H fAS FND HLEV. NOZ. N0DF5 {rT} il{) *?4"5 l.1rl4 FL 1.(!* PF 1.?s": lrl* FTG 3. 00 Pr S.4{.207 ]-L 6. (}$ FV 0.5 L,45I l,L 11. t)O r-'F 5. 6 100 FTG &.{,0 FE O"O 0. 33$ TL 17. CIS PV I . I r. &S7 Ft- (r.5(, FF 3, ? 100 FT6 el. $o FE O. ? 0. 454 TL €1. f;o frv I . g 3" ?&rl FL 146.5t) FF 3I.7 100 'FT6 51. rl$ FE 11.5 (1. I15 TL 197.50 PV O.9 3,?&0 FL ?.OO FF l.r t?o FT6 35.OO trE 0.9 r'1. oB? TL 77 . QC, FV O. I !,64Cl PL O.5tl PF tl. I 13r) FT6 1r.** FE O.O rl,{)08 TL 1I.50 PV .1.1 Fri r.ro. -rcgl ?.02,* PiFe! 39 ?.0 9.5 FIXEN PRESfIURE LESS DEVItrE 13"O psi! 4*El"O gpm":lcl 5? $.0 (-1. O 0.*o.fi 8*. {t 67. $ a*.0 74. &. *. tl Ll . f-) 3S 4$ -4{rE}. J. 4. ?6{r PL B. S{r FF t " 4 o.$ ?.3 L?0 FT6 3S.00 FE 2.B O. rJ {t. $.57 TL 3F.0tl FV 0, & ***r*O* sY$TEN HYDRAULTc o*or"O JOEf TITLE: LIFTSIDE-DRIVE TI{RU-L t /3Ql93 li]'IPH IIATA (ront" d) P:TPH TA6 GI (GF"f,I} DIA T IN) LENFTH ENS HLHV. NSZ " FT DI$T, VEL ([JPs} HW IC} (F"T) NNDES (FT) (F:) (FSI ) (SFM) F. L.I[:T Fi per 4O -4fi1. 2 8.3?O FL. S0. O{t 40 gr.5 *. o 7a" & 0, * 3" 4 1.4fl FT6 7&.00/+L 7.0 SRCH 7?,4 iN./A) O.r){tl TL 126.Ofl Fage 6 FREsS. sut"t. (P5I ) pF rl. I FE *"9 FV 0. () tJO-l tiil r The eystem has beqn baL anced ta provide an averagci irnb;rl ance at **aclr nocle t}{ O. (ll0 gprn and a maxirnum imbalance at any node of t)".ltltl qpm. Ve;Lncity preesutres are printed {or in{ormatinn onlyn and are nut used in baLancing the system. f'ta;r i mum water velclcity in any pipe is 1S,6 {t/cec. sFRrNth sysrEr,r !{yD*ftu,-rc ANALvsl JnB TITLET LIFTSIDE*nRIVE THRU..I1/3O/9$ F3I3H FITTING$ TAFLE Page 7 Nnrni naI Di amster(in) E Hqr-ri val ent Fi tti ng Lengths TLGB in Feet tC=ll0) L.o(3 1.35 I .5.1 ?, oo,'l qr-t $, r)r] .5. 5{l 4.rxt 5. *0 6.0(:l 8.00 l (r. rl0 13. rlr) 2.0{) 5. t}* 3.rlrl 6.L\$ 4.0r) 8. tls 5. SO 10. *r) 6, 00 19. tlt) 7.0O 15..10 El . (r(r 17. 0(t lQ.00 ?0.flo r2.00 ?5. rl0 1 4. t1<) 50. O0 18. Or) 35.00 33.00 50.oo 37. S$ &.).0(t ?, tlo 5. .l(l 3. Or) 7. O.:' ;,rlo 9..1.1 3"Cr{:r 11.tlr) 4. r:l$ !.4 " r)fl 5. Clr) t &. 00. 5. rlr) 19. OO 5. r)rir 32. rl0 et. ocr ?7. (r* (7 . ilfi 3?. {rs 1 .3. OC, 45 . rl* 16. rl0 55. OO 1€}. tr{r &5. s$ 0.00 0.oo O. tl{ *' +t} o.00 il. o{t 6, OO 1, rlct 7"rlo L,*+ 1t), crtr 1, oo o. $0 1. oo 13.0* 3.oo 9. O'] 3.0* 1C,. OO S,0o 13, rxr 4, *O 19. OO 5, O0 31. $$ 6,OO s. o.l o.00r).0("1 0.00 0, r)0 r) . 0c' r:, . (!(r 0. ilo 10"00 0.oo 13. r)r) 10. rlo 0.oo 0.*s ?o. rlo lo. so 6. t)0 CI. *038.00 1?, tlo $5.0S 17. tlo o, {tr} rl, oo t). S0 tt. +O Fitting Eode Lettersr E-gtandard elI T=tee L=long turn elI *=check valve B*butter{ly valve E#gate val've A=alarn check valve D-dry pipe valve I ,**r*il** sysrEr'r H'DRAULI' ororr* Fase I JOB TITLE: LIFT$IDE-DRM THRU-I L /3t)/53 l'.lATEtt SUFFILY *URVE 110+ \\\\ ?o+\\\\\ 110+ i*\\\\ i \r)\\10*+ \\\\ \\\\ \\\\ P tlr)+ X F{ E 5 5 70+ IJ tr' E F {r "1.*8r}.O psi rg 1&(:t(:r gFn Flor,'l Te*t Foint I 5tl+ 3L-i+ ?o+ l.)+ LH6HND X = Required ldater Supply " 75.4?. psi E 558.3 gpm :: 0 = Available Water Supply " 1t)1,44 psi B SSB,I gpm HYDRAULTC CALfrULATIFNS I FOR LlFTs IDE*6ARAFE* 1 1 /$S/93 vAILr cB trILE NUI"IFER: L$i4 *NESI6N DAT'A- OEEUPAhICY CLASSIFICATION: NENEi I TY T ARIA OF AFPLIf,ATION; ORD. -I .15 gpm/sq. {t. t4?B sq. ft. [:t]VERAtiE FER SFRINI{LHR: NUI'ISER UF SFRINI';LERS CALCULATED: 19 heads -TOTAL SFRINI{LER h,ATER FLNhI RFI;IUIREDI 4L7.7 QPJN TOTAL I'IATER HEGIUIRHD (inclutding hose) t bh7 ' 7 gpm FLUII & FRESSURE (at base of riser) I 667'7 gpm t! 7?'5 psi SFRINhILEII 0RIFITE SIZEr .5 inch NA|"|EoFtrtrNTRACToR:TI|'|[IER|*INEFIREF}R0.fEtrTIoN'INtr. NA|"4E OF DEEIGNER; HAtr AUTHNRITY HAVIN6 JURI$DItrTION; VAIL FIR DEFT. Fage I C: \HASSS\L54 I'JATER SUFFLY DATA SilURilE STATIC RESID. FLOII AVAIL" IOTAL fiEEl"S NNI}E FREsS. FRESS. IE FRESS. @ DEI"4ANP FRESS. TAE (FSII (FsI) (6Ft"tl (FSI) t6FPl) (FSr) 5Cr 1O5. O FO. O 1600. O 10{:t. O &&7 ,7 72..5 AGEREGATH FLOW ANALY$I5r TNTAL FLNId AT $$iJRCE &67.7 EF}'I TOTAL HOSH STRHAI'I ALI-C]hIANCH A'T SOURCE 15'].* GFI'I N-THER HOgiF STREAN ALLOI^'ANTHS l{]fl.* EFPI TilTAL DISCHARGH FRTH AtrTlVE fiI3RlNi.:LFRS 417.7 EPI{ NOI}E AhIALYSIS DATA N0DF TAE ELEVATION N$n[: TYFE FRES$URH DISCHAREE (FT)(PSI r (GFf4) "f -3 r+ q 1rl II: t:5 t.+ 16 L'f Itst t47 !{) ?'I T3 35 ?4 35 -31 16. r1 1&. * t7.5 17.5 13. t] 18t.5t7.3 1E}.5 t7,3 14.5 l+i* 5.60 13,7 2Q.7 I7.5 Fi* 5, &t) 1?. 1 19.5 r? ct r'7 .4 3:.7 13. o 1?.5 33. ? 14.5 l{* S.&tf 15.8 ?3,5 6 t:tI 16. {l 17.7 17.5 14= 5.&t) 14.& 31.4 t&.{t 1{= 5,6O 1C}.2 :3'9 11 L7 .5 li= S. &fi 3?. {t ?&" S I $6.7 1A.O fi* 5.6t1 t7.4 tS.4 17.5 l{= 5,6O 1fi.7 14. ? 18.L1 l4:3 5.6{:r t5.o 31.7 14.5 16, ? 14.0 H* 5.6t1 L3.7 ' ' 33,: t$,7 --- }l'f, .\ 17,5 lt= 5.6O 19.4 34.7 1S.5 - 36.5 14. 5 H= 5. &t) 12.9 ?O. I t?.0 14. o -38 18.0 '18.3 39 1S.0 l{= 5.&0 I4.9 11.6 5$ 1S.5 le:= 5. &0 r5. o 2.1. ? t?.o * 14.1 14.0 !(- 5. &O 13. ? ?O. "19, O - 16.4 18.0 t€.4 *\J s3"s4 ! ..+j!,,+.,. sFRrNot svsr'pr H'DRAULIc ANALvs;Fage ? JnB TITLE: LIFTEIDE-EARAFH-1 1 /3$/53 Nn$H ANALYSIS SATA {csnt"d) NIII}E TAG ELEVATION NONE TYPE PRSSSURF DISf,HANGE(FT) {P$I ) (EFl'l) 35 lEl.* l{= S"6t} 15.0 7L.7 36 1E!.5 ld= 5.6O tS.6 ?t].7 s7 1?.{r - 14.8 . 8 lEt. (t l.i= 5. 6O 1.4. 6 31.4 s? 18.O - 1fi.4 4{J l4.O - 3'/"4 4X 15.5 HOSE STREAM 4?.7 50.fi 43 15.5 * 4?, B 43 19.5 - 4r.1 44 19.5 - 43. & 19.5 HO$E STREAf"| 44.0 5{).045 46 47 r.tu 49 5r) {ai q 3,O 3. r) 8.5 44. t 7?.3 57. r 7t.77.A SnURtrE 7I.5 5t7.7 Fage 3 13.7 15. ? 1:, r rs,9 13. ? L7 ,4 L7"4 1.7.7 14.6 ),7.7 *?#.7 20.7 $. ? o,o ...- i rt rq 19.5 6. g o. rl -40.3o.* L3.5 *&?.:: 0. {r 13. 1 0.0 -31.4?1.4 7 "2o.0 o.? o.6 r]" 3 4 4 6 7 & 3 ? ? 4 a I I 10 11 1{l 3.. 1*4 FL 6.5* FF 1. I 130 FT6 5.0# FE 0.6 o,{?7 TL 11.50 PV 0.3 t. 1c,4 PL 13O FTE0.*6? TL ?.50 9.5i] L. 104 PL 13. O0 PF ?.: 130 FT6 5.00 FE 0.6 o.134 TL 18.00 Pv (1.4 1.45? FL l:to FT6 o.22$ TL 1. t04 PL 1:O FTG 0. 115 TL 1.6S7 FL lTS FT6 1.5S FF 0.3FE O.* FV 0.S 1. 50 14. OO 7. Ofi e1.00 3.50 0.s o.0l.o 2.4 0.6 0.3 FF FE FV FF FE PV E 16. {r 5" 6 18. ? ?3. ? 0. 1fl3 TL ?.5t} FV t. O Fipe:8 -1t17.8 X.687 FL 6.St] FF 5'3 16.0 5.6 1S.1 33.9 15.5 l?O FT6 13. txt FH O.6 L7.5 tl. {, ?1.7 0, fi O.:?O' TL 14. t}* PV 1.5 9. {,$ 16.0 fi. t] L7.3 o, t] lZ. E r]. O 10L7.3 5.6 17.5 0. O tL17.5 {). O 33. O 13. r) 0.0 3&.7 ?.0s t. (,0 pF F.OCl Fg S. rl.) PV Fi pe: 10 1? Pipe: t3 13 1S.0 5.6 17.4 14 18.5 CI. r) 19.5 *134.t ?.64t) FL 196't1O PF tL.7 r).rl T.ct 1?O FTG 43.110 FE 1.?(:,.o 0,04? TL 33A.OO PV 0'4 -33.4 1.104 PL ?.50' PF ?.? tf,.4 7.A 13+ FT6 7.{}* FE O.l r).r) 0.135 TL 16.50 Fv o.4 Fipe: 1? -1f,4. 1 4.36CI FL 15.50 PF b' I 1? 13. r) 0. (r 36.7 0" Cr S.0 llo FT6 FE S. ? 33 13. 5 0. Cl 36.5 0. O 0..105 TL 15.50 PV 0, 1 spnrNtn $YsrEr4 HYDFAULIf, ANALYT GI (6PI-I) SIA { TN) LENGTH FT DISC" VHL (fFS) HtA,(C)(FSr) (6Fm) F.L. /FT (FT} Piper I17.5 5.6 16. { 0.0 Fipe; 3 1&. rl O.016.O O"* Fipe:4 14. S 5.616.O O,# Fiper 5 16. t) 16. O Fiptlr & 17. S t&. t) Fiper;7 o.o F.6 rl, o Fipe: ? 'Piper JflB TITLE: LIFTSIDE-GARAEE-I 1/30/?3 FIF.E SATA PIPH 'TA6 END ELEV. NT]U. NEOHE (FT} (K} Fipe;1 1 14.5 5" t ? 16. O {.0 -?:. i 15. B ??.3 7.5L7.+ t].tl -fi3. ? t7.7 r). O 1?" O fl-l -t ?3. O I?. $ ?3.'} -1r)7.8 ?.640 FL o. o &.3 l3r) FTF o.o fl.o33 TL *16,3 1.1$4 PL ?6.$ B.B 13S FT6 c).o S, 168 TL 1.104 FL 6.0ff FF 130 FT6 e. rlf PE o,10cl TL 8.o0 FV FRES$. $ul"l, (FSI ) FF S.$PE +.OPV 1.? FF O.5 FE O.O o.o o.E Page 4 A (6FI'I} OIA ( IN) LEIVGTH FREEiE}. vEL (FPs) Hb,f (c) {FT} SUI'|, F. L. /FT (F$I } *34.? 1.104 FL 1.50 [''F 1.8 $. I 1:r) FT6 7" (-tO FE {t.4 o.144 TL g,5r-! PV 0"4 14 1.;3 t|:{ *ri7"h t.lrlc! i;}L l.tii l3l- :5"+ 0. * 15. ? 1I{} FTG 5" O0 FE O" 4 o"{l s.5c}4 TL 6.('(' FV L.7 *47 " 6 3. 64$ pL ?. t]{} FF tl ' I *"fi t.Ll 1t$ FT6 PE 0.0 o. fi (:!. *o7 TL 9. {tO FV t}' 1 ..31"r 1,1t14 FL ?'50 PF 1.4 :1.7 7.5 13fi FTE ?'t)0 FH f-t.? r).r] (1.118 TL 11"5C) PV O.4 *f?. ? 1. 104 FL t]' 5C) FF O.7 ?3.3 7.4 13f FT6 5.00 FE O-! rl.0 0. 1I3 TL 5.5(:r FV O.4 -43.? 1.104 PL s.stl Fr' 4-o (l.o 14.7 1:{t FT6 5"00 t}E o.o 0"Lr *.434 TL 10.5{l PV 1.5 31 :f, ,"it'T 4* 3/+ ?5 Pipe;33 13" S S. {r 36. F 14.0 0.o 37'4 Fi pe; ?.4 35 Fi pe: 35 27 35 *30.8 1. 1{t4 PL o.50 18.0 :i.6 13, S 30. El 7.A 1?0 FTC $- OCI 19. r) 0, O 14. O O.0 0. 10? TL 5- 5$ l& -4s.9 1.104 FL l'ocr 19.0 #. O 14. 0 0. o ls. 7 13t) FT6 5. OS 1?.0 $. {) 1&. E O. O 0. s6? TL 6. OO Ff: 0.6 FE O.4 FV +.3 PF T.SPE O.OPV I.3 spnrNtn sysrsr'r HvDRAULIc ANALygQ JOB TITLET LIFTSIDE*EARAEE*1 1./5*./95 FIFH IIATA (trEnt'd! PIPH TA6 ENI} ELEV. NilU. FT DIS[" FtoDHS (FT) il{} (FSI ) (6Fl"l) Fiper 14 ld: 17,5 5. & IA.7 24. ? :l.4 f B" 5 f-!" L' 19.5 O. il l-'i lsF.J 15 18" 5 *" Cr 1?.5 17. 5 rl. L] ?3. I Pipe; t6t7.5 0.o 33"9 t'/" 5 0" rl t:" r) Fi per r L7 17 18.O 5"& ts.Sy3 tB. g {t" O 16.3 Fipe:1S 19 18. O 5.6 15.7 18 1E1.5 r), $ 16.3 Fipe;lV 1S 18.5 (," 0 ldr. ? 3rl 18.5 O.O ::O.7 Fine: ?O -?4'7 1"1*4 PL 4'5O FF L'7 ?? 17.5 5.6 19"4 ?4"7 8"r rr* FT6 7.tls FE S'4 ?r] 18.5 0.{r }$"7 0.$ o.tso TL 1r-5t} FV O,.= Pine: ?1 -68,6 1.45: FL l"O{J F'fj t'8 30 rE.s rl.rl 3O.7 (].ft 13'f, t3{] FTG &.()t: FE t]'4 31 17.5 r].{r ?3.t1 $'r:r o.f61'TL 7.r-}0 PV 1.3 Fipei: ?? -116.I ?.64{t FL 306'otr PF 11"8 L7.5 *,{) :15.{} (1,0 dr.E} 1:0 FTE ltlg.{O FE t'7 15,5 O.(' .J&"5 tJ"rJ O.t13S TL Sl4.tl0 FV t).3 *35+. ? 4.3&f-' PL 5?" *O FF L. I $.o 5,6 lto FT6 ?0.0s FE 0.3 $" O 0, *15 TL 72. *O FV t'.2 Fripe: 24 -3t).1 1.104 frt. 10'5tl FF 1'$ ta.5 5.& 13.? 30' t b"7 130 FTG 3.0s FH O't 19. O .].{' 14. {t 0. O o. 1o3 TL 1?' 50 PV ')' s ***rt* siYsrErY HY'RAULIT ^*o,-t JUS TITLE: LIFTSIDH-GARAGE*I L /3$ /?3 FIFF SATA (contod) FIFH TAC END ELEV. NOZ. FT i}I$T- NoDH$ (FT) ild) (trsir ) (EPt't) Pipel 37 -6?,6o.0 3.7 *?0.1 3*.? t.a 0.0 -:{r.9?0.9 7.Q o.o -41. t c,,0 13. B r).0 -31.77.S *1?5.4 0.o 7.3*,o -30.7?o.7 6.9 *. rl -2t .4 ll . 4 ,7.2 r). ff CI TGFI"I) DIA ( IN) LHNGTH FRESS" vEL (FFS) HW (C) (FT! sul"l. F. L. /FT TPSI } -63.& 1.453 FL 1,*(r FF 1.5 1?,1 1?r) FT6 6.*0 FE O.4 r").32S TL 7.0O FV 1" tl 2.640 PL 1{r. O* FF O. I 120 r:T6 FE S. O o.olt TL 10.*rl PV 0.1 1.104 PL 10.50 PF 1.5 12# FTG ?.$0 FE 0.? 0. 1*3 TL 1?,50 PV ff. S 1. 1r]+ PL 0,5Cr FF 0.6 t'.l FT6 S. O0 FE r].4 0.110 TL E.5S FV O.S 1. 104 PL I.00 FF 3. S ltrt FT6 5. O0 FE O.0 r1.384 TL 6. r]0 FV 1. $ 1.1$4 FL 8.00 FF 1.8 I 2.) FTE 7 . 0rl FE ('. 4 O. I t Cl TL 15. tlt) FV *. 4 :. &40 F.L 10. 00 PF 0' 4 *31.6 1. 104 FL 8.0f 7.3 L30 FT6 7. ClCt rl. t 17 TL 15 . $C, l--F PE Page 5 1.8 o,4 0.4?? 18. r) 5. & ?7 19. S O. {, Fiper 3S ?7 19. {r $,0 ?Er 1S.0 *. O Fi pe: .ii918.|) 0. o18.0 0. fi l3i pe: -3t)18.F 5.&19.0 0. o Fi pel .51 lf;}.0 5. s 1?. $ r). O Piper 3?t9.0 0. o l?..1 t]. O Fipe:33 19.O S.O 14, ? 31.6 16.5 *.0 14,3 0, O lB. ? c,. o .: &t 30 JI TT -rt o. r] s,o 5.6 o"o 5.6 t). o 18. t t8.4 13. O 13. ? 14.1 14.1 16.4 1S.4 18. g 13.6 14" E} 14.6 14. S 31 35 55 18.t1 5.6 15.0 At.7 33 16.4 *. tl Pipe:34 -63.C1 1'452 FL 1.0O FF l'b t3 t9.o 0.{r 16.4. O"r} 1:.:l t?o F]'6 &.ot} FE O.4 34 18. rl tl.o 18.4 t). Q 0. ?33' TL 7, txt FV 1. $ 54 5? 36 37 3A :j7 Fipe: $5 18. tl 18. O Fiper 36 18.5 1?. O Fiper 57 18.0 1?. S t3r] FT6 trE o. r) 0.04S TL 10. t10 FV $.4 1. 104 FL trl.50 PF 1. S lt{r FT6 t. oo FE O. t o. lrls TL 13.50 Fu t].3 1.1'}4 FL O,50 FF 0.6 130 FT6 5.00 FE O.4 o. tt5 TL 5.5* FV O.S s7 3? s9 40 rl, O 0.0 0.0 0.0 14. B IB. EI 14. A 37.4 Piper 38 I9. O 14.0 Fiper S? 18. O 14, O -4t. o{r.0 14. 1 o.0 *r&7 "4s. r) 9.8 0,0 .. 1. t04 PL 3.00 FF 5.6 llr] FT6 7.00 FE O.4 0.401 TL ?.o0 Fv 1.3 2.640 FL 174.0+ FF 16.? 13() FT6 54.r)0 FE t.7 0.074 TL 2?8.OO FV 0.6 . *FRINHC sYsrEf4 HYDRAULT' o**r"*t JOF TITt-E; LIFTSIDE*GARAGE-I 1/3O/?3 FIPF OA'1"4 (cont" d) AIEPN} DIA(IN) LHNGTH VEL (FPS} HlJ (C) (FT} F. L. /FT *43.7.6 4.260 PL 75.50 L4 130 FTG E:.{tO {r.O39 TL 157.50 -3i.j. (-i 'i s4ri i:)L l:i.5u t, I l tr) FT6 1!. O# o.0{r8 TL 1=.50 15" {, psi, $18. {t gpm Page 6 E r:,r:CCl 5Ul'1. TFSI ) F'F 6, ? FE f.4 FV rt,6 i3i: {J. i FE 0. (:r Fr/ {.1 PF O,1 FE T.7 PV tl. o PF T.4 FE r), t) PV $.7 o.1 $.0 o. 1 *.? t.7 o.? 3"8 $"? {.2 r). 6*.1 rIFE TAIS ENN ELEV. NCIZ. NSDES tFT) il":) Fipe: 4O4r) 14.0 {),$ 4;5 1?.5 0"r) PT DISC. (F$I ) (GF,H) 37.4 0.$ 41.3 {L.f-} '+L ,*J F r;r*; 4l lri Ei 15,5 H.5. .1.0 45i5,5 {r. {r 19.5 rl. * 4?.7 50.0 41, El o. $ (J. o 0,o Pi pe; r+l tr -:i Fi Fe; 43 44 Fi pe; A.E; 4b Pi pe: 4& 44 Fipe: 44 48 47 r+u Fi pe: 47 49 ?.o 0.o "/7."3 3. O t:r. (J 57, :i r+tt l rl r)" r) e}.5 0.0 4? *5#" 0 4.16C' FL rI. {tt: 15.5 (}.() 43"13 (:l.O 1.t l?tl F]"E 5I.$$ 1?.S 0"t) 41"? O"o tl.0{)l TL 75.t}+ 45 *4b7. & 4" 3&O FL ?" (10 19.5 r]"(r 41.r $,,{L 10,5 1?O FT6 30.O(r 19" 5 t). tl 4:1.6 O. u O" t]4tl TL 39. t)O 44 *so.o 1.64s PL O.5S15.5 H.S. 44.+ 5Cr.Q 3.? r3{t F"r6 lI.tl{} 15.5 0. O 44. i. 0, # o. rlo$ TL 11. St] -5r). r] 4.360 FL 144. (rO 44.1 rl,$ I.1 13* FTG ltl?.Oo 4?. & rl, {:} *. o#t TL I4&. OO rr- PE PV PF FE FV 4& -5r7"& 4.?6ff PL 50.50 FF 7't 19.5 r).O 413.b {},t) L1'.7 1?O FfE 7I.OO PE 7"6 t. O O, ct 57..J O. 0 $. oSS TL 1??.5o FV O,9 Fipes 47 FIXEI) FRES;UHE LOSS DEVTCE Piper 4? 8.5 0. O Z.t-, IiRCE -517.7rl.fl f,.O (N/A) *8.17.6 4. ?6O FL B. r)Cr pF 73.;c {t.{) LL.7 13# FTG 3{t.tlt0 FE 7L.'7 *.(:) (r,r)58 TL f,E.O{J FV s. s?{r PL s(.1, {)+ 14rt FT6 76. r)* O,rl0l TL lt6.$* -/L "7-711 q FF FE PV 49 NOTES: JOB TITLE: LIFT$IDE-6AFAGE*LL /3A/93 The systera has lreen belanced to prrvide an aversge imbalance at each node of Ct,018 gFrn and a. maximum irnbalance at any node n{ t}"565 gprn. Velocity pressures are printed for inf srrnati on orrly, and arenot utsed in balancing the systern. I'lax i mum water velocity in. any pipe it 15.9, f t./sec. sFRINHI sysrEpr H'DRAULIc ANALvsa Page [l.,.'.'' JOB TITLET LIFTSIDE-GARACE-t 1/3t)/?5 FIFE FITTINFS TABLH Noni nal Di ameter(in) E t,*11 ' ?.00 1.15 3. OO 1.50 4.00 :, tlo 5. tlo 3" sfi 6.CO 3. Otl 7. o+ 3,50 A. $O 4. r)* 1O.0$ 5.00 13. Sr) {r. *rl 14 . r}O S" *{, tB, OO 1r). t)$ 3? . OCt t t. t).1 ?7. Orl 5. O$ ?.00 5, tlo 6. (!fi 3. O0 7.0t1 a. r]0 ?. o0 ?.0o 1r].r)$ 3.Or) 11.*{t 1?,0+ 4,or] 14.*r] 15, OO 5. tlO 16.0t) 17.0t) 5.$0 19.C)* ?cr. 00 6. .:lr) ?2. rlo e5.00 S.0.1 ?7. CtO 3rl, 0O 9 " 0{) 3I . tl.l ss.{]s 13.{'J 45.OO 5S,r]* 16.00 5$"t10 6+.0{, tg.0S 69. r}fi Equivalent Fitting Lengthg in Feet (tr*13(r) TLCB6AD r). ** (:t. tl$ O. OO 0. S0 r1,00 $. tl$ O. OO $' $$ o. scr 0. {tr} o. c}$ 0. *o 6. O0 1 . C,O 0. OO 0. rl0 7.O0 1.0{' 10.oo .}'o0 10.0+ 1.00 1T. OO 10. crtl Cr.CI0 l.tl0 O.0tl O.OO 13.S0 3.r10 3O.Off 10.t]{) 9,*fi ?. oo 0. s0 q. tlo I *. 00 3. rl0 24. t:lc) 19 . tltl 12.00 4. rls 35. *t] t7.00 1?. O(r 5" ** 0. clr) $" $o :1.O.1 &.or] t).${) 0.fio Fitting Eode Letters: E'*atandard eLl T=tee L*l"nng turn e1l [*ihech valve B=burtter{1y valve 6=gate valve A*alarrn check valve p=dry pipe valvn . ***r**l* sysr't"t H'DRAULT* nnr*r-vs* JOB TITLET LIFTSIDH-6ARAEE*1 1/3tl/9$ ITJATHR SUFFLY CURVE r.?*+ Page I I L0{- I *\\\\ 1*O+ ?o+ 7o+ 50+ \\\\o\\\ \\\\\ \\\\ \\\\ \\\\ P l"t E's U R E P 5 I , {*BO.O Psi E 16fO gPm FIow Tegt Fgint 4*+ JUi. ?o+LEEEND X * Required hlater $uPPlY 10+ 73.5? Psi rE 667.7 gPn 0 = Available Water SuPPIY :: l00.tl4 psi G 667.7 gPm FLoW (6Fl"l) ,FEiEE|A' Reduced Pressure Backflow Preventer For High Hazard Service Modef 825 (21/2" through 10") Features . Ultimale mechanical orotection of ootable waler . against hazards ol cross connection conlaminalion. .jc Meets all specificalions of AWWA. ASSE, CSA and USC Foundation for Cross Connection Control and Hydraulic Research and UL classified for f ire line service. . Documented llow curves eslablished by Universily of Soulhern California Foundation lor Cross Connection Control and Hydraulic Research. r Simple service procedures. All internal oarts servrceable in line. . Double diaphragm diflerenlial relief valve. .Independent spring loaded'Y" lype check valves r Replaceable seats on both check valves and dif ferential relief valve. r Corrosion resistanl inlernal oarls. Description The Febco 825 RP Device consists of two independent"Y" pattern spring loaded check valves. a dilferential pressure relief valve mounted between the two checks, and three test cocks. An inlet shutotl valve with a fourth test cock and an outlet shutofl valve are added to make a complete and serviceable assembly. In normal operalron. the check valves are open with the pressure between the checks, called the zone. beang maintained \at least 5 PSI lower than the inlet pressure and the relief 'valve is maintained closed. Should abnormal conditions arise under backflow, the differenlial relief valve will open and discharge to mainlain the zone at least 2 PSI lower than the inlet pressurei thus preventing the contamination of the supply. Materials Bronze bodies and trim are used on 825 units 2" and smaller. 825 2-1/2" through 10" are casl iron bodies with bronze trim and have inlernal epoxy coating standard. Nitrile seat discs and fabric reinlorced nitrile diaphragms. Gate valves supplied are non-risrng stem. OS&Y gate valves and resilient wedge gates valves oplional. Specifications I The reduced pressure backflow preventer shall consist of two separate sprihg loaded "Y" type check valves and one diJferential relief valve having lwo diaphragms separaled by a spacer. This device shall aulomatically reduce the pressure in the "zone" between the check valves. Should the dilferential between lhe upstream and the zone to the unit drop lo 2 PSl, the diflerential relief valve shall open and maintain the proper diff erential. Both check valves and the differential relief valve shall be construcled so they may be serviced withoul removing the devrce f rom the lrne. Backflow prevenlers 2" and smaller shall have bronze bodies and lrim .2f/2" and larger shall have casl iron bodies with internal epoxy coating and bronze trim. Bated to 175 PSI working pressure and water temperatures f rom 32oF to 140'F. The device shall meet lhe requirements of ASSE Slandard 10 13, AWWA Standard C506-78. and USC Foundalion for Cross Connection Conlrol and Hydraulic Research. o FLOW CURVES Febco is committed to providing engineers, architecls, contractors and backflow device users the clearest information possible regarding product performance. Our flow curves are designed lo help you evaluate the performance ol our products in water systems typical to your markets. That's why we emphasize head loss amounts at flow rates typically used in the plumbing, irrigation, and city water works markets. Febco utilizes "Typical Flow Rates" because of leedback from the field that the qualifying "Rated Flow" head loss amounts, established years ago in the development of lhe Model 825(21/2",3", and 4") FLOW CURVES Flow CUrv€8 as Eslablishod by the USC Foundalion for Cross Connoclion Conlrol and Hydraulic Rssearcfl ) Approvals ASSE 1013 USC FCCC & HR IAMPO csA 364 UL 897U -F.M. 21/z AI:3 1<,r3'-o) ?10 t.u -a ,, il'uIo10 ulf 6o- ,rd15 9 910 I r50 @10 300 (GPM) 20 (FPS) 300 (GPM) (FPS) flxr (GPM) 15 (FPS) 400 10 o Model AGD (3/+" through 10") Air Gap Drain AGD-Y For Use with B25Y Reduced Pressure Devices ADG-L For Use with 825 Reduced Pressure Devices / ) Features. Reduces amount of water splashing in area around reduced pressure devices. I Funnels minor relief valve discharges into drains. o Conforms to air gap installation requirements. Description The airgap drain is designed lo be installed under the 825Y 3/r"-2" and 825'l%'-1 0' reduced pressure devices to catch minor relief valve discharges due to pressure fluctuations ancl/or minor check valve fouling. NOTE: The air gap drain is not designed to catch the maximum flows possible from th6 devices. Waler line pr€csurer size and lenglh of drain piping limits the amount of water handl€d by th€ AGD syElem. Materials Bronze funnel with stainless steel mounting fasteners. Specifications The air oao drain shall be all bronze with stainless steel mountin! fhsteners. The drain must beof such designthat allows mbunting byattachmentof the draintothe reduced pressure device, NOTE: Consult locat sdes to insure drain installation rndets all require ments. ,FEEEO,SPECIFICAT|ON SHEET NO. AGD-Y & AGD-L (3/c"-10") @@ UL/FM rated for 175 psi fire protection service. Rugged ductile iron disc with bonded EPDM coating for fire protection service. Corrosion resistant polyphenylene sulfide blend (PPS) coated ductile iron body. Lightweight-easily installed with two Victaulic@ couplings, Excellent flow characteristics. lorv torque for easy oPefation. Slow-close operator with optional,PPer- visory switch available. Avaitable in 4" 5", 6", and 8" sizes. Manufuctured by Victaulic, wnrld leader in new piping ideas. a a a a a @@ UL listed/FM approved for 300 psi fire protection service. Fast, easy installation (and removal) using two Victaulif couplings. Streamlined standard port design pro- vides superior flow characteristics, . Rugged ductile iron body'. TFE seals for easy operation.. Corrosion resistant stainless steel ball operates freely, seals efficiently.. Available 'n 2", 2V2" and 3" sizes, e Manuiactured by Victaulic, world leader in new piping ideas. --*STIFTE TEST INSPECTORS TEST & DRAIN VALVE US. & CANADIAN PATENTS r-- FEATURES: - . POSITIVE POSITIONING OF HANDLE FOR OFF, TEST, OR DRAIN. . ONLY 2 THREADED CONNECTIONS.. INTEGRAL.SIGHT GLASS.. MAY BE INSTALLED HORIZONTAL OR lN VERTICAL POSITION. o FURNISHED WITH I /2" (NOMINAL) TEST ORFICE. r AVAIIABLFIN l" OR | - l14" N,P.T. . UL LISTED . ULC APPROVED I N,Y.C. BD. OF S&A CAL. NO. 433-88-SM P0TTEn-n0EilEn, il8. 'frl-f A Sulridlaty ot Smllh Indu3lrha. Inc. I ,I FEATUFIE8 ClF TEST au ElFlAlN?M . Complies wlth.requh€menlr of NFPA-l3 . Complles wlth requlremenlr of NFPA-l3D r Poslllve shut-off - --. . Locklng handle r Tapped %" for pressure gauge r Tamper rerlstanl orlflce permanently Inslalled . AyailAble wllh %",7r1.", rh" and tr6{' ot L9e . Self dralnlng, cleanable slght glasses . . 300 PSI ratlng . . Faclory Mutual Approved . Underwdler! Labotalorles Lleled A Subdd.ry ot S|n[h Inifualrl.!. h(l @ P0TTEB-n0Erffin, il8. CheckUalve-gO ) Horizontal or Vertical Grooved End Swing Check Valves (250 psi) Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 E^f Product ' ffiiT"T.;?:ffilIfi"i"i;* E J Description, iifffi:J#:'_,,::: The Model 90 Check Valves are attractive, compact, lightweight, swing-type units thal allow water flow in one direction and prevent flow in the opposite direction. They are manufactured with a cast iron body and stainless steel clapper assembly. A resilient elastomer seal facing on the spring-loaded clapper ensures a Technical Data leak-tight seal and non-stickins _ opetat-ion. The units are designed lo Model: 90 minimize water hammer caused by Style: Swing Check (grccnexgrmrre) prprng 5. In connections from gravity, suction, or pressure tanks lo aulornatic sprinkler systems. flow reversal. The Valves are manulaclured with Size: 2Y2",3",4" and 6" grooved ends and ars easily installed Approvals: U.L., U.L.C., F.M., BS&A using Listed mechanical grooved (Cal. No.284-75-SA) couplings. They may be installed in Max. working pressure: 250 psi either a horizontal flow or upward vertical flow position. Factory Hydro Test 100% at 500 psi Tapping bosses are located toward $andard Finish: Blue Enamel each end of the valve and may be drilled and tapped for gauge, ball drip Groove Specifications: Standard cut or bypass piping connections' In grooves per A\/VWA C-606 addition, a farge tapping boss is Take-out Dimension: 21/r" - 8" t.o. located on lhe downstream side of 3" - 8" t.o, the clapper and may be drilled and 4" - 9" t,o. tapped for connection of a system 6" - 10%'t.o. "main drain"' shipping weight: 2%" - I lbs. Applications: Model 90 check 3" - I lbs Valves are general purpose valves 4" - 16lbs' intended for use in private tire protec- 6' - 34 lbs' tion systems as lollows: 1. In aulomatic sprinkler syslem risers, as an economical substitute for the alarm check valve. 2. In connections from public water supplies to aulomatic sprinkler or slandpipe syslems. DryPipEVake FlangexFlange-AF Manufactured by: Central Sprinkler Company 451 Notth Cannon Avenue, Lansdale, Pennsyfuania 19446 Egl[11,i1,,, The Central Dry Pipe Valve is a dry pipe sprinkler system water-supply control valve that makes possible the installation of sprinkler syslems in buildings subject to freezing temperatures. lt is designed so that air pressure in the piping system will - hold back water prossure at the valve until such time as a sprinkler is , activated. Upon such activation the . ) air pressure in the system will be decreased sufficiently to cause automalic operation of the valve and admission of water into the system. It is a 5:1 differential typs valve having a clapper air seat of large diameter relative to the water seat. The two concentric seats are separated by an intermediate chamber normally maintained at atmospheric pressure. Gentral's Accelerator (quick- opening device) may also be easily connected to the Dry Pipe Valve Trim. lt is a NFPA-l3 required addition lo the valve and lrim when the capacity ol the dry pipe sprinkler system exceeds 500 gallons. The Dry Pipe Valve is available in the flange-by-flange style. The Valves are Listed by Under- writefs Laboratories, and Approved by Faclory Mutual for use in fire sprinkler syslems with a maximum working pressure ot'175 psi. The Dry Pipe Valve Trim package Factory Hydro Test: 100o/o at 350 psi ' includes the necessary valves,(with clapper open) gauges, fittings and nipples to provide Standard Finish: Blue enamel an air supply connection, priming water connection, drain connections, alarm @nnection, acceleralor connections and alarm test bypass (Note: Accelerator trim sold separately). The Dry Pipe Valves are Any substitutions or omissions may void such Listings and Approvals, without prior approval from Central Cenlral's Air Maintenance Device tor owneds air supply or automatic air compressor supply may be easily connected to the Dry Pipe Valve Trim. Listed/ApprovedwithCenlral'sTrirn. OptionalAccessories: Air Maintenance Device Air Compressor Accelerator and Trim Sprinkler.Pressure Alarm Switch nTechnical Model: AF Slyle: Flange-x-Flange Size: 3" Approvals: U.L., U.L.C., F.M. Maximum Working Pressure: 175 psi Flange Specifications: AF lnlet - Class 125 ANSI 816.1 AF Outlet - Class 125 ANSI 816.1 Piping Take-Out 13 314' Required Accessories: Slandard Trim (as shown) Water Motor Alarm Low Air Pressure Suritch Mfgr. Source: U.S. Weight Valve - 80 lb. Trim - 38 lb. Air-Maintenance,Device For Dry Pipe Sprinkler Systems, Air Supervised Preaction Systems, & Dry Pilot Actuated Deluge Systems Manulaclured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdalo, Pennsylvania 19446 tEEl Product ffiDescdption - Cenkal's Automatic Air Maintenance device is a Listed and Approved assembly of valves, nipples, fitlings, and aclualors to automatically control lhe air pressure in the piping of dry pipe sprinkler systems, preaction sprinkler syslems, or dry pilot actuated deluge systems. The Air Maintenance Device is designed to automatically feed air into the system piping at lhe required volume and pressure, from an air source such asl 1 , an air compressor, 2, an air receiver tank, 3. a plant pressurized air system. (owners air.) When an air receiver lank or plant air is utilized at the air supply source, the pressure regulator in the Air Maintenance Device (Model D1) automatically regulates the air pressure to the desired level. The outlet pressure of the regulator is lield adjustable. When an electrically-driven air compressor is utilized as lhe air supply source the pressure switch in the Air Maintenance Device (Model DU1) automatically causes the air compressor lo cut-in or cut-out at the minimum and maximum air pressures desired, respectively. The cut-in and cut-out pressures are field adiustable. The automatic air supply is directed through a restricted orifice in the air maintenance device so lhat upon activation of a sprinkler, the air supply will not interfere with the operation of the dry pipe vatue, by continuing to supply high volumes of pressurized air to the piping system. It is a recommended safeguard that a low pressure swilch and alarm be installed on dry pipe systems or other air supervised piping systems. This will cause an alarm to sound il the pressure falls below a predetermined level. Operation The Air Maintenance Device provides a continuous but restricted air supply to the piping system. The activation of only one sprinkler in a dry pipe system, will cause the system pressure to diminish to the point where the dry pipe valve will "trip', thereby lilling the system piping with water. Small piping system air leaks will be compensated for by lhe automatic air feed provided the air leaks do not exceed the restricted air supply. nTechnical Model: D1 or DU1 Style: With Air Regulator (Dl) lMth Air Presstre $viftfr (DU1) Approvals: U.L., U.L.C., F.M. Maximum Inlet Pressure: 175 psi Factory Operation Test: 1007o at 35 psi air (Dl) 100% at gS & 40 psiair (DU1) Mfgr. Source: Domeslic Weight 7lbs. (D1) 11 lbs. (DUl) @PoTrER 3*=s MODEL PS1OA suREwPE rtov0-* swtTcHEs ?otter Electric Signal Company 2081 Craig Fd./P.O. Box 28480 St. louis, MO 63146 (314)878-4321 / (800) 325-3936 Potter Electric Signal & Mfg. LTD 1967 Lestie Street Don Mills, Ontario, Canada M3B2M3 ,'(416) 441-1&13 L) POTTER PRESSUFE SWITCH FOR MONITORING DRY PIPE OR WET ALARM CHECK VALVES UL & ULC LISTED,& FM APPROVED Dimensions: 4 3/4nV x 2 1l4 D x 4 7ts'H Enclosurei Cover - Casl Aluminum Finished in Red Enamel Base - Plated Sleel Pressure Connec{ion: 112" NPT Male Polysul{one Factory Adlustment: Ogerates on pressure irrrease'-'- 4lo 8 PSI - ttilaxlmum Operating Pressnrre: 250 PSI Switch Contacts PS10-1A One set S.P.D.T. PS1 0'2A Two Sets S.P.D.T. 1 0.0A @ 125t250V AC . asA@ A12n4VDC EnvironmbnratLimirarions:"Fiffi ;jro[T{,f .u?.rf Service Use: Central $lation Local' Auxiliary Remote Station Proprietary NFPA.71 NFPA.7zA NFPA-728 IiFPA-7zC NFPA.72D l PS10A Series These units have all metal weatherprool enclosures with a 1/2" NPT polysulfone pressure connection. The covers are held in place with tamper resistant screws that require a special hex key for removal. One key is furnished with each unit. The Model PS 1 0-1 A has one set of S.P.D.T. contacls and the Model PSl0-2A has lwo sets of S.P.D.T. contacts. An option cover tamper switch is available. The Potter PSI 0Aseries pressure actuated switches are primarily designed for lhe detection of awaterflow condition in automatic lire sprinkler systems of par- ticulardesigns such aswel systemswith alarm check valves or dry pipe systems. Theie units are lactory adiusted to operate on a pressure increase between 4 and 8 PSl. They may be adjustedto operate on pressure between 0 and 20 PSI.) l PFINTED IN USA +@PorrER HIGWLOW PRSSURESWITCHES tolter Eleclrie Signal ComPany'.2081 Craig Rd.,/P.O. Box 28480 St. Louis, MO 63146 (314)87&.4321 / (800) 32s-3e36 Potter Electdc Signal & Mfg. LTD 1967 Leslie Streel Don Milts, Onlario, Canada MgB2M3 (416) 441-1833 MOOEL PS4OA PRESSURE SWITCH FOR MONITORING HIGH AND/OR LOW PFESSURE VARIATIONS UL & ULC USTED & FM APPROVED Dimensions: 3 3/4"W x 2 114'D x 4 718'H Enclosure: Cover - Cast Aluminum Finished in Red Enamel Base - Plated Steel Fressure Conneqtion: 1i2" NPT Male Polysulfone Factory Adlustment PS40-1A Operates on decreaseat 30PSl PS40-24 Operates on increase at 50 PSI and on decrease at 30 PSI Pressure Range: 20 - 175 PSI Differentiat: Approx. 2lbs. @ 20 PSI - 5lbs. @ 175 PSI Maximum Syslem Pressure: 250 PSI switch contacts 10.0A@ 125/250VAC 2.5A@ 6t1U24V DC Environmental Limitations: lndoor or Outdoor Use -40oFlo 140oF (-40'C lo 60"Q) Service Use: Cenlral Slalion Local Auxiliary Remote Slation Propriel.ary NFPA-71, NFPA-72A NFPA.72B NFPA.72C NFPA.72D PS40A Series The Potter PS40A Series are pressure acluated switches designed primarily lo detect a 10 PSI increase and/or decrease lrom normal syslem pressure in automalic lire sprinkler systems. Typical applications are air pressure supervision in dry pipe systems and pressure supervision ol pressure lanks, air supply or water supply. f-'ne pSno-1A has one sel ol S.P.D.T. conlacls and is' '-rclory adjusted to operate on a pressure decrease at 30 , h,Sl. The PS40-2A has two sets ol S.P.D.T. contacts and is lactory adjusted so that one set of contacls operale on a pressure increase at 50 PSl. The second sel operate on a decrease at 30 PSl. These swilches can be adiusled to operate between 20 and 175 PSl. These units have an all melalweatherprool enclosure with a 1l? NPT polysullone pressure conneclion. The covers are held in place with tarnper resislant screws that require a special hex key for removal. One key is furnished with each unit. An oplio..r-ralcoyer tamper swilch is available. PRINTED IN USA REV A BO?O PAGE I OF 2 @Po o TTER VSR.F VANE TYPE WATERFLOW SWITCH III'ITH FETARD Pollcr El€ctrlc Slgnal Company 2{181 Cralg Rd./P.O. Box28180 St.Louls' Mo.63146 (314)8?&'*]2t / (800)325.$36 Potler Electrh Slgnal & mtg. LTD 1967 Lesllo Sr6et Don Mllls, Ontarlo, Gsnada MgB2il3 (416) 44r.18st i. uL & t Lc u8TED, Fil & LPC APPFOVED Serulce P!.sulre: up to 450 PSI lllnlmum Flow nde tor Alerm: 10 cPM llsxlmum {lurga: 18 FPS Conilec't Ratlnga: Two sets of S.P.D.T. (Form C) 10.00Amp @ 125250V.AC 2.00 Amp.@ 0-30V. DC Be3lsth,e Condult Entranccs: Two openlngslor 112' condult Envf rcnmental Llmltallons: 10oFl'lzoFF, 4.5oC/49oC Gautlon: Thlsdevbe is nol Intendedforapplbatlonsinexploslve envlronmonts Slzer Avallabla: For schedules 1 0 thru 40 slz6s 2" thru 8' LFC Approved Slzee: 2 l/2' through 8'. Servlce Use: AutomatlcSprlnkler On6 ortwo Famlly Dwelling Resldentlal Occupanclos up to 4 Storl€s C€ntral Station Local Auxlllary Rernote Slation Propriotary Optlone!: GoverTanperSwllch OrderStk. No. 0090018 Kltf,oroutdoorUse: OrderStRNo.1940036 I NFPA.I3 NFPA-I3D NFPA.I3R NFPA-71 T.IFPA.72A NFPA-728 NFPA-72C NFPA.7zDu.s. PAT. NO.3921989 CANADIAN PAT. NO. 1009680 OTHERS PATENTS PENDING POTTER ELECTRIC, Rd., 1S9O GENERAL INFORMATION The Model V$R-F is a vane type walorllow switch for us€ on wol spdnkler systorns. ll is UL Listed and FM approvod lor uso on sl€el plpe; schodules 10lhrough rO slzes 2'thru 8', LPC approved oizos are e 1/2'through 8". The unil may also b€ used as a s€c:tional waterllow detoc{or on large syst€ms. The unit conlains lwo single pole, double throw, snap actlon cwibhes and an adlustable pnoumatic relard. Th6 swltches arg acluated wh€n a tlow of 10 gallons por mlnute or more occurs downstr€am of lho dovlce, Tha tlow condhion must exlsl for a perlod of llrne n6c6s6ary to overcomo tho selec.ted relard period, ENCLOIIURE: The unlt b oncloo€d In a g€neral purpose, ca€t alufirlnum housing. Ths cover ts hsld In plaoo wtth two tamper rcslslant. scr€ng whlch require a spoclal key for re- nnval. A lleld Installablo co\rer tarnper swilch ls avallable as an oplion which may be usod lo Indlcate unauthorlzsd re]fpval of lhe cover. S9o Bullotln 763 for lnslallailon Inslructlons ol this ewitch. IIISTALLAION: See Fig.2 These deviots may be mounled on a horlzontal or veilhal plp€. On horlzontal plpe lhey should be lnstallod on lhe top slde ot the plpe where lhey wlll b€ acceesible. Ths units should not be inslalled wlthin 6 Inches of a flttlng which chang€s the dh€dlon of the wal€dlow or within 24 Inches of a velve or draln. Drain lhe syst€m and drill a hol6 In the plpe using a clrcular saw ln a slow spee<l drlll. Tho 2" and 2 1/2'dovlces t9qullg a hol€ wfth a min. dla. of 1 l/8 lo a max. dla ol 1 S18'. All other slzes requlre a hole wlth a mln. dia. ol 1 Z8' lo a max. dla. of 2 1fl 6'. Cl6an lho Insk e pip€ of all growth or othor materlal for a dls- tancs €qual to $|o pho dlarnetsr on either sldo ol the hob. Roll th€ vane Eo that tt may bo lns€rtgd Inlo the hoh; do not bond or orease 11. lm€n the vafles so lhat the anow on thg saddto polnts tn ths dlroctlon of th€ wat€dlsw. Installlhe $ddle strap and tlght€n nuts altemalely to an ov€ntual 50 lt lbe.ot toiqus. See Flg. 2. Tho van€ muet nol rub lho lnsldo ol lhe dPe or bind ln any way. ?et.EPAOErff2PRTIIED III IJSA A0rc .,";---..----,- '' @Pornn ;*9*)[9#n*o*- VALVE SUPERVISORY SWITCH ,) Potler Elcctilc Slgnal Company 2081 Cralg Rd., / P.O. Box 28480 St. Louis, MO 6!1146 (3141 878"4321 / (8(xrl 32+3936 Potter Electrlc Slgnal & ilfg. tTD 1967 L€slle Sresl Don Mllls, Ontarlo, Canada MgB2Mg (416) 441-183{l ) U.L., ULC Usted & F.M. Apprcvod Dlmenslons: 6.1"L X 2.3nV X8.3"H 15,5cm. L X 5.7cm. W X 21.0cm. H Welgbt:2lbs. /.9 kg. Encloeure: Cover - Die Cast Aluminum Finished - Red Spatler Enamol Base - Formed Steel - All parls plated to resisl conosion. Coror Tamper: Mechanically Ac{ivaled by cover removal. Envlrcnmenlal Llmitatlons: -40f lo+140o F -40" C to60oO INDOOR OR OUTDOOR USE Not for use in hazardos locations, See Bulletin No.?05-OSY$U-EX. Contact Ratlngs: OSYSU-A1*Ono set of S.P.D.T. (Form C) OSYSU-AZ-Two sels of S.P.D.T. (Form C) 15.00A. @ 12v250V. AC 2,50A. @ 0€0V. DC Resistive 0.50A. @ 12sV. DC 0.25A. @ 250V. DC Servlce Use: Central Station Local Auxiliary Remote Stalion Proprielary NFPA-71 NFPA-724 NFPA-728 NFPA-7zC NFPA-72D osYsu-Al sTK. NO. 101 0102 osYsu.A2 sTK. NO. 1010202 The OSYSU-A is used lo npnilor the open posilion ol an OS&Y (outside screw & yoke) type gate valve. This device is available in two models;lhe OSYSU-AI , conlaining one set ol s.P.o.T. (Form G) conlacte and the osYSU-Az, conlaining two sets ol S.P.D.T. (Form C) contacls. These switches rnounl convenienlly to most OS&Y valves rang- ing in size trom 2' lo 12'. They will mount on some valves as small as 1/?. TAMPER RESISTANT Removing lhe cover caused the swilches to operate. Either switch on the OSYSU-M may be disconnected from lamper action by renroving the tamper actlon tab or scrgw associated with that pailicular switch. (See page 2) CAUTION DISABLII.IGTHETAMPER ACTTON OF THE SWITCHONTHE OSYSU.AI OR BOTH SWITCHES ON THE OSYSU.Az WILL VOID UNDERWRITERS LABOBATORIES' LISTITIG AND F.M. APPROVAL. TO INSURE PROPEB OPEMTION THIS DEVICE MUST BE TESTED IN ACCORDANCE WITH THE APPLICABLE NFPA STANDARDS, SWITCH ACTION clos€o va!€ FoslTlotlT-'5;svrrl(Ttt::- D'o. ,540or2.-r! FIG.1 TYPICAL ELECTRTCAL CONNECTIONS tocrl crRcurl TO SUPtRMSoft C|RCI.AI OF Cq{IR1OL END O'tttt negsToR cofi&fii sHorrx rN NoRri t &^l\€ oPEN) Coromor TYPICAL vrfvt PogTo 1" {"" '\*.t-- OPEN s|r, sr6r't tot6 O€VCE PRII|TED IN TJSA llIF:.aea stb lE tg l3 t9 €!t I lRae nn8---l *F8l l.EIEsssls: I-l :. It l;| 'ltJ,t g c $ s(Jr s I l|i$ R l|I $ d S H .taatoF(tI0lotJ d ra4oF <(J3(I ure \ YluT'Frl l"Lfz tl Y!It Et\ a $ s H 5 o R Figi$gNNNN EFF€ '6 IF$ ''.. 4 TE 6triE)s<z 4 o i) B E x E o o ID o€ e F 0, q) E g c Eb =;rsHz=JE4x{; 29 <6 EE .E 'ro .elul 6TAur 9=Bi = ':! cl k5ELCd*:>o.lt a;o ec t:g e.E;EF6gs* .r.r P :{)> ;;Er *sEE a eF c,) c 5 F EoF3 SiiEE-Eii =trEiEEEEE sffift; EEff*l*E E'sffiffis gr*iiiie;i*Hgl =ffiE:EE€-uff$aEifii Hrua*gffi J-I q z ||| 4 { ll ts { D EI|r|L,, Effiffi ffifi* 6Fl (, (u rf t c aII a oli |l ari* rt 52 Tf E ttlvte ao (9z FzI a' c{tl tn} ,d is t 't+s q $ NA ss d$fr NFEsii j a Uts4g t,|ltII t9z trzDI aoaro oo Fg Eil 4o =oIlal ut.z E z-g |aEo EL'cEaJ oz ta4o EJ3(9 |rI4 <l co Egcc3d a2 trt .i'g Ilt-!c ao (,z 2e g tl a2 utz n-a ! I J ct ,l*- - tI -a a.r ai:",ci!,:aq ta x E li$iil IEEff€ l#,aEE {Ed0, - o E *'! EEF E.E5 'S.isq €H$ E BSIE EE;EE- ffqH 5 3Be F !C zo.cltut {]-cz:tIIE+utg =gII E. :EEllt Jb.!L< -9E€ '?FTz8I||C -aEi5|Jt<!-d cA:rs3ET .g co El "-c g H !g =$ S s I $t t|'| E $ l- H €s,i€ ,&f8EoE Eg ,,f, ECE9oE€'o c $5'ffitnz F.a o oq s !t s |aa: E oNtE rtFF UI Nt?g N $$NN6t(o 6 t6lrt G diAcPBiiat{!.!N a I lilll I I L _lJg_{ f" _Hp HEAvy-DuryF9RTAE! E AtR corYtiiesSilhs SPEEOA|TE DESIOII I 1: **ry., U,'r, .nd wortrhap u3c' ffi i['fitY#.i1,Hl?,*'"t 3Frrror+ : :ff H::L.TlAns.,c. cod.s OII TUBRICAIED ruMPS I 9i*,ifff 3*:i?'ff o.;gi1;6. "", o" ' ill:n|!ji" t*o rorcootceru-nning r.m. :i#fTfi';ff$:Hffj[_ a Bd.nccd ducfilc irln cr.nkth.ft- -'ili,T'!sj"3ffiL5';'6' r xt ' .",S'i.:9'*3i"fJn*3r q urcf o'a.f ion MOIOR FEAIURES :ff ;flf,l3lr:inj;,.?1r."$:f - ENGINE FEAIURES 'fi:iT,I*T;iErHF*#S#lff 'l#$c,ii,*'is p'ovucc bv contr.,,'. *mri :#fri"f F,:"H,ff ?*;t !i#om.l' rplclrl low orr rhur. TANK 'TTOUNI FEAruNSS. Ou.l ,rug. ,i.euhio. : i,ff;il#:frff ,r*rn .,nd h,ndr. pPECtFtcATtoNs aruo ORDERING DATAVollr. 30 l|r &r.tio. i!f225rsftto igri.ii $91&75 344.?54U.(n 431.25 456.50 625.00 598.?s f##ffiI2355a+t tt3Z EZiztz 3Fi tiaaSitaazlEZtlsza3F2 .o13 '19at81et't4 :.1,'4 ili :trItl2i Ga* ( G&i NEr:W11g16tn2g.@ #$# iiHf Dmvincer {,helaie;ticrbte. (B&S) Driggs & shstor.(tr) Horda. Undenvriters' lisled [UL) Angle Valves. For pressures up to 300 hs. Available lemale N.P.T. by male hose hread or double female N.P.T. 1Ye' and 2Vz'sizes are FM approved. LA. City approved 1W and2Vz. sizes are Forged Brass y size is Casl Brass :tffi, ffi#,ion* porishe4 chrome prared roush or Speelly: Smck tl,o. and Male outtel thread. v1L 11ho V3L 2h' 3% 3% 8!z 10!t 5?r 3%c 3%c A B c-c10. c-0P D E F z11 2Vc 6'./'t 7% 3% 2rol,, 2t1", 4t'l"z 4t%" 13% 16'h 7 43h 43h PRESSURE RESTRICTIiIG AIIGIE HOSE YATUES For pres_sures up to 300 lbs. U/L Listed. Heavy cast brass body, red wheel handle, Easy l0 sel for any inlet pressure below 300 lbs. Field adjusEble. Female x Male: Female N.P.T. inlet x male hose thread outlet. Double Female: N.P.T both ends. Sfzss: 1% " ot 2Y2". Finish: Fough Brass. 0ptional: Polished, chrome plated rough 0r chrome plated polished. $pacify; Stock No. and male outlet thread if required. V4LRS 1{r" Fomalo x Mrlr VOLR$ zVr" Female x Male VlLffS 1%" Iloubls Female V3LRS 272" Oouble Fomals STRAIGHT U$AGE: MATERIAL: OPIIONS: GLOBE VALVES Fire Dept. Connection For Wet or Dry Standpipe System. Ac- commodales Pressures Up to 300 tb. Cast Brass With Red Wheel Handle. Rough Brass Finish. Polished Brass, Rough Chrome, or Polished Chrome. $?17F. 0ouble Fem. N.P.T. Both Ends. $217M. Female N.P.T. Inlet bv Male Hose Thread Ouilel. Specify; Stock No., Size and Male Hose Thread. HYOROTATOR DRAIII UE]IT H199: Sizes 1V2" or 21h" U$AGE: with Hose Rack Units to Keep Hose ory il Valve Leaks or is Tampered Wilh. U/t. MATERIALI Cast BrassWth Rough OPTl0NSr Brass Finish. Polished, Rough Chrome, or Polished Chrome. $pocify: Size and Thread PBESSURE RESTRIGTII{G IIISGS $izss: V0f,1 11h", UnAz 2V2 USAGE: Disc Inslalls in Swivel ol Coupling, Behind Swivel Washer. MATERIAL: 8rass. $PECIFY: Stock No. and Exacl 0rilice Size. BRAS$ GTOEE UATUES USAGE: Inspector Test Valve Used on End of Sorinkler Line. Straight Double Females in Taporsd Pipe Thread, 200 rb. w.o.G. MATERIAL: Heavy Brass With Com- poslion Seats. Handles Red Paintec. vG14. 1' Spocify: Slock No. VG15. 1Vr" vG17. 2" ERASS TIIIE TESTER XLTI: $ize 1" x 1" USAGE: In Both Wet and Dry, New or Ex- isting Sprinkler Systems. Re- duces Mainte- nance, SimplifiesTesting and Flushing. U/L Uslad. MATERIAL: Cast Brass. S255. $izos 11/2" ot 2Vz" USAGE: Attaches to Hose Units Below Hack Nipple. Break- Segmenl Control Permils Adiusl- ment t0 control Water Pressure at Any Level. U/[ MATEfiIAt: Rough Brass. Specify: Size and Thread PBES$URE RESTRICTIl{G DEUICE oPTl0NSr Polished, Rough Chrome or Pol- ished Chrome. BBA!}S GAPS INTH U$AGE: ToCoverand Pro- lect Male Threads on Valves and. Wall Hydranls. MAIERIAL: Cast Brass, PinLug, Rough Brass Finish. O$l0ilS: Polished or Chrome. Rocker Lugs Available, Add R to Catalog No. GlrAtils Specify: Siue and Thread. pageSl wrTH oR wtTHouT stLLcocK MATERIA[: 2.WAY CrAppER HoRrZ0ilTAr 0R yrnTlcAr ill8ll![:iffi ffitiilftffiffi,ffi%H,rffi#FFff Thread When Reouiredl, *iEur Wih Chains. _T_T "?| -l- |tlIl l16Jl "3 1 No. S315H-2 Urith l-HB Body No. S3l5-2 With 6-UT Body OT TNCUIDEO All Components Are Cast Brass with Polished Brass Fittings. Bodies Have Factory lnstalled Clappers on Each Inlet. When on a Wet Syst8m a Separate Swing Check Valve Must Also Be Installed. ilffi; ;:::,::: ;:: lT::::: 0utlet, Creating Ten Choices of Body Slylss: 1-HB ,* Horizonlal, back outlet. Z-VB - Vertical, back outlet. 3-HR = Horizontal, right end outlel. 4-HL = Horizontal, left end outlet. S-VB : Vertical, bottomoutlet. 6-VT : Vertical, top oullet. 7-HT = Horizontal, 90o top oullel. 8-HB = Horizontal.90o boltom outlel. 9-VR : Verlical, 90o righl side outlel. 10-VL - Vertical, 90o lett side outlet. Sillcock Available. To Specify, Add Suffix "S'. Polished Chrome Fittings. Body Style, Branding, and Thread. BSAilOED: . BODY $TIfl"ES: 0PTt0its: SPEGIF{: ilo. S315V-2 souARt {-wAy GtAppER tilLET coltt{EcTtot{s \ \---t---r LMJ i ffiiii x+ti i f, t-'\ lfo. $315$0. 6" x 2% " x?Vz" x21/2" x21h". lncludes No. SillSSO Bodv Stvle per Selec'tion Behryv, No. S315SO Plate, No. $C2 S Hex Feniale-N.P.T. by 27f Pin Lug Swivel Female Fire Dept Thread Inbt Conneclions (Can Be Fumished Witt 3l'Fire Dept Thread When Requiredl, and No. SillO Plugs Wih Chaina MATERIAL: All Components Are Cast Brass with Polished Crass Fittings. Bodies Have Factory lnstalled Clappers on Each Inlst. When 0n a Wet Syslem a Separale Swing Check Valve Must Also Be Inslalled. 1{0. $31550. l{0. $lnSo Wlth 1-S0BA Borly "Ory Shndpipe", "Standpipe", "Wst Standpipe", or "Aulo Spkr". Made From Two Basic Palterns: Back and Side Outlet, Creating Five Choices of Body Slyles: 1-S0BA = Back oullet. 2-S0TP '= Top outlet. 3-S0RS - Right side outlel. 4-S0LS - Left sids outlet. 5-S0BT = Bottom oullet. Sillcock Available. To Specify, Add Suffix "S" Polished Chrome Fittings. Body Style, Branding, and Thread. BBAI{DEO: EODYSTYLES: 0PTr0r{s: SPEGIFY: TT?l 1lti-rJ ?l t{0. S315S0 tflith 2-S0TP Body Page /t8 .-^b.__l t [1Ilf1JI Black Lightwalt Threadabte pipe From the manufactures " @'sprinkrer pipe. American Tube is the only company that brings you a U[ listed and FM approved product for every application, r Btl. AN ECONOJ|,|iCAL, YFr OUAUW UGi|IWAI.L THBEADABL E 8 PRINKLE N PPE IDYNA'FIOW . SCH4O ALTERNATIVE 'OYNA.f.f0HT . SCii^S/PFESSFIfTH Sf.9fEM r0YNA'THREAS{0 .FULL LiNE 5611.c0 A$EflNAT,VE .SCH.10 & SCH.40 .ASiM A-7# A.t35 'l A$€rican Tub6's Nationwda Netmrt atgurog lrll delivery fiom all points East and W6st W ApproysC ffi Approv.rl @ Ll!tcd @ Lbffi 1-800-877-8823 602-e72-6606 FAX 602.269.1324 l| ird.nruiCr! ferqtiad lu*t i. E th aa tnain |l i,nr., $ltha{(',f,rryrrr lfi rumia l|t rgta h d|J|eo ''lcrd r'q0c*cn rfio{t n{lca tttd *itrat lrarrE aolltdo,* : ::TAN TUBE . :!CgHPCFATED 2525 N. 2?th Avr. . Fhognlr. AZ 85009 101 E. Erosfteay - Kokonro, tN S8501 992.t00o AVAILABILITY ttGBR r 7/1 6" Residential Concealed, Pendent and Recessed Pendent 1/2" Residential Pendentand Recessed Pendent 1 /2" Residential Sidewall and Recessed Sidewall a o G lass Bu lbAutomatic Sprinklers Manufactured by: Central Sprinkler Company 451 Norlh Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Th€ Cenlral Model GBR Automalic Sprinklers embrac€ the ultimate in advanced design features. They incorporate the latest in glass bulb technology, which result in a much smaller more attractive sprinkler. The operating mechanism consists of a liquid-filled 3 mm diameter frangible capsule that is only 2.0 cm in length. The Model GBR Automalic Sprinklers are intended for installation in accordance with current NFPA 13, NFPA l3D and NFPA 13Fl Standards. Theyare available in 7/16- and '112" oitice sizes, and a 155"F/68oC tempeEture rating. The Model GBR Sprinklers, escutcheons, and concealed plates are available in brass or chrome plated and white painted, with additional special painted finishes available. Operation: The glass bulb capsule operaling mechanism contains a heal- sensitive liquid that expands upon application of heat. Upon reaching lhe rated temperature, the frangibl€ capsule ruptures thereby releasing lhe oritice seal. The sprinkler then dischargps water in a pre-designed tl Tgchnical ;'fillr"tt""toconirororeninsuish f I Data Residenrial Appricattons The Model GBR Automatlc Sprinklers ar€ intended {or Residential Applications in accordance with NFPA 13, NFPA 13D, and NFPA 13R. t df while and other custom tlnishes availabb uW rcquest. ' Coverplateonly, cudom finbhesavdhble upon rcquest. Highest altowabteambienttampe'atureforctorage: 1A(? FBaC tor 159 F/69 C qrinklers '. Highest allowabls anblent tenperaturc forcto/€ge of eoverplates: luf FB8 C. . Maxinwn nml<inswess{Jrad | 75 p.s.i.. Faetory Hy&oTesE 1N% @ffiOp.s.L Figure I GBR 7/16' Resldential Goncealed Pendont Ceiling op€nins a tr+ itfj ) ) Concealed Pendent GBR Resldentlal Concealed 7/16' Concealed Pendent GBR Resldential Concealed 7fl0* Concealed Pendent GBR Rosidentlal Coneealed 7r16u flonlnd lvotd.|! Prtbm tor t4' x 1{ Boom GBR 7/16' Besldsntlal Concealed Pendent 12 GPM (7.6 psi) 16 GPM (13.8 psi) 19 GPM (19.5 psi) 'lo GPM (5.4 psi, 13 GPM (9.1 Fi) 14 6PM (10.6 psl) l{onlml Wr lno Pattcm for 12, x 12' Room (oi rt|r![.r) T|vo 12) tlod& 19 OPM O 9.r PSI Ono (ll H€sd 16GPM O 133 PSt o.r. (l) H.drt lS GPri, O 19"5 Ps| lbnhdl lva|dng PrlbD taa lO r ll n..|! TEATURS . hlentgd, self"{u*tng rover doh csembly md,6 uilh the oiling... . Cunr dote orrembly dip to tha ryrinkler heod ond lo*s in plote in seconds. . . o (orer osenbly mn be rcmoved withoul rernoving sgrinklen. . . . fodory rydid Stor-Scd pipe rompound.. . BEMTfiS olhuing lor up h l/2" of odut- mf, uhih elinrinoting unftghlly gqp qrd dudorr n ilre dling to elinrimlr fdlirtg rmr plolos ord ostly dlboda, pt msure ecy nmovol, m rdfiq filc on be removd ridrout $utling doynr the spdnklsr syslom. sovss vduoble in$ollotbn lime ond oliminotes pre-doping. Folling coru plom ond unsightly gop not only inceose toily ollbods, but hom pur rclofiondrip wilh tustomen. 0uosort un(ue sal[odiusting cover csembly ocluolly moves with lhe oiling, ollowing fot o l/2' ol odiustrnent to olimlnote unsighly gop, folling ovet plotes ond tosily mllboda. . tw pnlile torer plote fitr dose moking il ffudh iridbh l0r to clling. . . greorH ooslhefk opeol. OUASAR COIICTAI.ID SPRII{Ifl.ENS ARE AVAI1ABE IH STA]IDARD A}ID OIIO( RE$POIISE APPROVAI.S Ul. tilhd, Ul.( Lhled ond tM Appruvod tor Ught ond 0dinory Hoad Group I ond 2.frTre}:ULLftd. DtsctARGt (ottftffNl K hrlor = 5.8 {8.36lt|efiid sPRrilr0tRs ftTIIPTRAIURE BNIIIO BUTB COTOR 135"F/ 57o(0mnge 155"t/ 65.( l75of/ tg"c hllow 200.F/ 93"C Glesn Rsd (ovER ASS,EfflButS I l35ot (570(1 (over Asomblies musl be ud uifh l3t"t (57.() & 155"f (68'Q spdnklsn l65of {f1oQ (svu Ascnftlier musl be uced wilh l75of (7t"() & ?00"F (93o() spdnklers. fumhh ond insioll sel[odiu$ing onceold spdnklsn, ltur Ouomr or equol. lnsloll spdnklen when drown ond/or m nquired lot cn opproved fire spdnldor ry$ern. Spdnkten fumlshd must be topoble d movlng with normol cd$ng ffuduo- tiom, ond fedure o full l/2" ol odiusfment. Spdnldn mver plohs murt be 3 l/1" ln diomeler ond mut not pm,ict down fiom th oiling non thon !/32". Stondod ovor plote finishes of white ond drpme must h ornilobh' In oddi' tion, delua ffnishm ond fmlory pointd untom demnnor rolws (to noth tdol somdec pnvidedl must h orolloblo. find over ploh ftnidr will he sleaed by the anfiitxt or omet's npeemlatlva Iha s$nkler mu$ feofun o K focor of 5.8 ond musl hovo o minimum llor rute of 15 GPli ol I PSl, Spon spdnldon ond w.endlel 0n t0 bo ptovidd in qmdona with NIPA 13. fuslfln deronhrfini$es cun be rushm puilM h modr ostomerpruidd colorsumirle stAngPTNKLER CORPORATION tO Eu 5tl r flihnulos, Ul 53201 . 800-550-5136 r lt{ lVl: {ll-769'5501} o tfil: Ctlll'8171X95 , Sprinkler A Upright or Pendent Automatic Sprinkler Manufaclured by: Cenlral Sprinkler Company 451 Norlh Cannon Avenue, Lansdale, Ponnsylvania 19446 n [[o*tT,'J*', n rechnieal The Central Model A Uprighl or Pendent Sprinklers otfer the ultimate in aesthetic appeal and advanced design leatures. They incorporate a unique center strut design which resulls in a smaller, more attraclive sprinkler than those manutactured with a more tradilional design approach. The center-slrul operating mechanism of lhe Model A sprinkler responds signiticantly faster than more traditional mechanisms such as the 8mm glass bulb or link-and-lever. The Model A Sprinklers are intended for installation in accordance with current NFPA 13 Standards. They are available in a wide variety of orifice sizes, temperature ratings, finishes, and corrosion resistant coatings. Operation: A fusible alloy is sealed into a bronze cenler strut by a stainless sleel ball. When the alloy melts at its rated lemperalure, lhe ball is lorced upward into the center strut, releasing the two ejectors and operaling the sprinkler. Unlike mosl other sprinkler designs, the alloy is not exposed to atmospheric conditions that could affect its proper functioning. lt is also less susceptible to mechanical damage since there are no protrudlng elements, extending beyond the sprin'lder frame. Weight 4'2 oz' Model: A slgu a r0#17lsz" 17lgz' stvr",ffitdffi Orifice Size K Factor Thread 2.6 1/2" N.P.T. 4.2 1/2" N.P.T. 5.6 1/a" N.P.T. z.a 1/z'N.P.T. 8.1 3/4" N.P.T. Temp. Rating and Frame Arm Color: 135"F/57"C Uncolorcd ffimtUncolorcdertmFn/hite 286"F/141"C Blue Approvals: U.L., U.L.C., F.M., MEA, v.D.S., LPCB (See tabular information on Page 3.) Maximum Working Pressure: 175 p.s.i. Factory Hydro Test: 500 p.s.i. Standard Finishes: Slltlished chrome, satin chrome (chrome is not V.D.S. Approved) andwhite enamef (white enamel is not Listed or Approved) Coatings: wax, lead, or wax over lead (See tabular inlormation on PaSe 3.) Pintle: on dellector for 3/a", ?r0", and17lgz" orifice bY tA'lhtead Length: 2 3/e" (excluding pintle) Widih: 17lta' For specilb listing r€quir€monte 6ee tho appropriala inlonnatbn containsd h fis brc€$urs. rtProtectof"-M Quick Response Standard Upright or Pendent Automatic Sprinkler Manufactured by: Central Sprinkler Corporation 451 Norlh Cannon Avenue, Lansdale, Pennsylvania'19446 t IProduct EEDescilption The Central Model M Protectorru upright and pendent sprinklers combine the quick response technology of the Omega, with the durabilily and economy of a frame sprinkler. The result is a quick response sprinkler thal will out- perform, yet be more afiordable, than most decorative sprinklers. This attractive sprinkler will provide increased lite and property protection for most sprinkler installations, whether the piping is exposed or concealed. Numerous tests have demonstrated the value of increased response time in detecting, suppressing, and exlinguishing fires in their most incipient slages. The Model M ProtectorrM, with its symmetrical Omega operating elemenl, unlike many bulb or solder type sprinklers, assures consistent response time operation regardless of sprinkler frame orientation to a fire or heat source. lt carries a dual Listing- by Underwriters Laboratories for use in Standard applications or for use in Quick Response applications in accordance with the current NFPA 13 and NFPA 13R. Operation: A lusible alloy pellet is compressed with a bearing disc into a copper plunger. Heat is absorbed by the heat collecting fins and conducled to the alloy pellet. At the rated temperature, the alloy melts causing the ball plunger lo drop, freeing balls from the retaining groove. This movemenl allows syslem water pressure to force the orifice sealing mechanism open. Water is then discharged in a designed flow Pattern. nTechnical Model: M ProtectorruStyle:tilFtor# Orifice Size: 1/2" K Factor: 5.6 Thread Size: 1/2' N.P.T. Temperature Rating: ffiF 200"F/93"C (Nol listed for Quick Response) Approvals: U.L. Maximum Working Pressure: 175 psi Factory Hydro Tesl: 100o/o at 500 psi Standard Finishes: Ghctory brass Length: 21l2" Wdth: 13/8' Weight: 4.7 oz. I 'For sp€cific listing requiramenls see the appropriat€ Informalion contained in this brochure. Standard Quick Response Horizontal Sidewall Automatic Sprinkler Manufactured by: Central Sprinkler Corporation 451 North Cannon Avenue. Lansdale, l|Il Product 1;;l Description The Central Model M ProtectorrM horizontal sidewall sprinkler combines the quick response technology of the Omega, with the durability and economy of a frame sprinkler. The result is a quick response sprinkler that will outperform, yet be more affordable. than most decorative sprinklers. This attractive sprinkler will provide increased life and properg protection lor most sprinkler instalfations, whether the piping is exposed or concealed. Numerous tests have dernonstrated the value of reduced response time in detecting, suppressing, and extinguishing lires in their most incipient stages. The Model M Protectoril, with its symmetrical Omega operating element, unlike many bulb or solder rype sprinklers, assures consistent response time operation regardless of sprinkler frame oriontation to a lire or heat source. lt canies a dual Listing- by Underwriters Laboratories tol use in Standard applications per NFPA 13 and Quick Flesponse in accordance with the current NFPA 13 and NFPA 13R. Operation: A tusible alloy pellet is comprsssed with a bearing disc into a copper plunger. Heal is absorbed by the heat collecting fins and conducted to th€ alloy pellet. At the rated temperature, the alloy melts causing the ball plunger to drop, freeing balls from the retaining groove. This movement allows syslem waler pressure to force the orifice sealing mechanism open. Water is then discharged in a designed flow panern. n Teehnical Model: M Protectoril Style: Horizontal Sidewall Orifice Size: 1/2" K Factor: 5.6 Thread Size: 1/2" N.P.T. Temperalure Rating:lffi 3 Etrl'i"I"d,i?,1ilI]* *"r 200"F/930C (Standard Response Only) Approvals: U.L. Maximum Working Pressure: 175 psi Factory Hydro Tesl:_ 100% at 500 Standard Finishesl Length: 31/16" width: 1 3/8" Weight: 3.5 oz. 'For specith tisting r€quir€m€nb see th€ approprial€ inlormation contained in lhis brochure. brass plated NAIIONAL PROTECTION . 6c SUPPLY INC. LISTED 54X0 SPRINKLER ESCUTCHEONS The 80 System Adiusloble Friction Lock Escutcheons All Cups ond Skirls ore Inferchongeoble mnnn nf , USAT MODET #87 Dio.3 7/8' Skirt: B Cup: 2 (recessed) MODEr #83 Dio.3 7/8' Skirt: C Cup: I l) .:i MODEL #88 Dia.3112' Skirt: A Cup: I MODET #84 Dio.3 7i8' Skirt: C Cup: 2 . Skirfs or cups priced seporotely would be l/2 of the obov€ prices. . Recess€d modeB must be Instolled occording to NFPA pomphlet 13. I 80 System Prices Pocked 500 pcs to ihe cqse Avoiloble in l/? or 3/4' lPs Volume Broken Cose Unbroken Cose Unbroken Cose Unbroken Cose r -499 500 - 2,500 3.000 - 5.000 5,500 Plus 1-900-528-7978 FA)( L-602-582-5889 PAGE 9 'NATIONAL PROTECTION MFG:SUPPLY, INC. LISTED 54X0 SPRINKLER ESCUTCHEONS The 80 System Adjusloble Fricfion Lock Esculcheons All Cups ond Skirts ore Interchongeoble MADD IN USAt : v MODEr #86 Dio.3 7/8' Skirt: B Cup: 2 MODET #82 Dio. 3 l/2' Skirt: A Cup: 2 MODET #85 Dia,3718' Skiri: C Cup: 2 (recessed) MODEL #8I Dio, 3 7/8' Skirt: B Cup: I 80 System Prices Pqcked 5m pcs to the cose Avoilobl€ In I// or 3/4' IPS Broken Cose Unbroken Cose Unbroken Cose Unbroken Cose Chlome White Brdss 1 - 499 .84 500 - 2,500 .74 3.000 - 5,000 ,66 5.500 Plus .62 .84 .74 .6 .62 1.20 r.o2 .94 .90 q . Skirts or cups priced sepoloiely would be l/2 oflhe obove pdc€s' . Qec€ssed modols rnust b€ instoll€d occording to NFPA pomphlst 13. FA)( I-602-582-5889l-900-528-7978 I BULL€TIN OP.A.I :ti'. 'It tL 1 Extended Typec rnodel rta-i" a I r) Listed by: Underwriters Laboratorieg, Inc. Underwriters' Laboratoriec of Canada Approved by: Factory Mutual, B.S. & A. of New York City Description . Operation o Tedrnical Data ;' @ Oentral Sprinkler Corporation - 1986 Central Sprink ler Corporat ion 451 No.th Cannon Avenue, Lansdale, PA 19446 (2r5,362.{1700 i:' CHEN-NORTHERN, lNC. ,,j n,,./-sr\,i: I collsulTllc €NclltEERs AID sclEl{TtsTs ',1 i:r. ":]., ..- /r:'-. r'li::ij ii:. -:,.i; ;/ REPORT OF CONSTRUCTTON ACTIVITIES ."''., , ,,.,/ .../.',,^.'\!]1.;//'. ' .:---)- TO: lfEctf Enterpfises JO8 lro. 4 178 93-3 DAIE 8-18-93Attn: Eustaquio cortina P.o, Box 3149 vai t, c0 81658-3149 DAILY REPrmr m. 1 sllEET I 0F 2 PROJECT: Liftside Auilding east of tlesthsven orive ard tle$tin ilotet, south frmtage Road Hest, vait, Cotorado. REPORI OF STRUCTURAL STEEL IIISPECTIOI{ Per client,s request. I rent to Zimkor Corporation to perform a shop inspection on their structural steeI and rrel.ding pract ices. upon aFrivat at zitnkor, I noted the facil.ity has been in buEiness sirrce 1975 Hith anruaL sal.es averaging 6.1 mitlion. I mt rith l4ichaeL llray t{ito i6 a Certified Uetding lnsp€ctor per A.U.S. D.l.L. and has been xith the corpany since 1979. tle xes expecting nre ard furnished me rith the fottoxing inloflnation for my i nspection/atdi t: 1) RECoRD KEEPIIiG: t noted atl first revision btueprints rere on the shop ftoor srd easily accessible to alI rrho need thefi. Prints noted typ€d stee] sizes and typed rel.d syrbots to be used for bofidi ng. ?, IRACEABILITY: I observed att identifieation nurbers, heat trice nurbers ard Hetders l.D. elearty marked on the steel itself- There yas no gtanping just chatk marks. The tog books used consi sted of incdling mEteriat. The material costs r,ere in the Flrchasing department, rJhich Here suppt ied at rry reqlest along rith the heat trace ntflb€rs. 3) lEtD ATERIAL! I noted that atl Hetders Horking on Job # 1253 Here certified by copics furnished to m of their pre-quatifications. lJetders coutd be traced bry their 1.0, ntden marked on the ste€t itself. The retd pads rere properLy stoned in hot box ovens ard removed before each usage. lnspections of yelds congistd in the shop of 100I visual, t noted the Inspector togged every piece of steet inspected by Job il|,|bef ard had personnet nepair Eny defect idnediatety- lhere are s totat of 13 to 14 ful,l/partiat penetration setds for this project. t an coordinating Hith an outside agency to cofl|e in to perform ultrasonic testinE' The specification requird 1001 uT, atong rith 102 rnEg particle. Typicat Hetding inc tuded l/4 al I arourd, 4> HARDUARE: Th,e hardH€re eitt be shipped along *ith the materiat. t mted atl lli-str€ngth hardrare had iertifications from the suppt ler in the pfchasing department. 5) SToRAGE/SFIPPIIG: I noticed sorne materiat ready to b sh i pped rere on trailer beds atd stored unden roofs for protection againet corrosion- There is no painting i nvolved on this material. Haterial gets loggd ih by t.D. nunbers before being shipped to customera atong rith prop€l' certifications. I noted 5 tcactor tr'ailer beds eith various cottmF/bedtE (size 14 x 22 x 50) resdy for sh i pfient to the Liftside project. The first estirEted shipping date is 9/10/93. I coutd onty inspect about 251 of the eteet due to the stacking operations. I visrratty inspected the reldnent for these colurns/beams and fowd the si8e, length for these F.ddl e retds to be acceptable, t perforned a typical ar.di t on 5 vari ous pieces o{ steel through their t.D./trace nwbers for traceability purposes. Four pieces eere traced to the Frchasing departments, fites, uhere all docu entation H€s present. one piece had iust been cofiPteted, therefore alt relevant paperxork had not b€en fited yet. Attn: ilr. Rick Agate. IJ.Y,A., Inc,; II charles Bett oarretl c. tluss I rteLo oBSERvER APPRovED BY TO: lfEctf Enterpfises J08 IO. 4 178 93-3 DATE. 8-18-93Attn: Eustaquio Cortina P.o, Box 3149 vai t, c0 81658-3149 DAILY REPrmr m. 1 sllEET I 0F 2 PROJECT: Liftside Auilding east of llesthsven orive ard tle$tin ilotet, south frmtage Road llest, vait, Cotorado. Aa . hutual prot.ction to clJcnti, th€ publ{c and our3.lv.s, .ll raports ai.c aubnltt.d !3 th. confldentlal proprrty of our cllant3, .nd ruthoflzrtlon for lubllcrtlon of strtem.nt, Conclu3lonr or extrrctr iron or rogrrd{ng otrr reportt l3 rcaalvad p.ndlng our t alttan aP9roval. 5. p1.3 will b. di3po!!d ol att.r tcatlng {3 conpletcd uhles3 oth.r rFrlngarnanta rr..gr.cd to ln v,ritlng. A ncnb.r of ths !l! gio'.tp of conp.ni€3 Fdn |j. (*rea 6/et -*-' I I GHEN-NORTHEHN, INC. cot{s[rLT I ]tG Et{cmEERs A]{D SCtE}tTISTS REPORT OF CONSTRUCTION ACTIVITIES T0: llEcll Enterpri seeAttn: Eustaquio Coftlns P.o. 8ox 3149 vai l, C0 81658-3149 PRoJECT! Liftside 8ui lding east JOB tfo. 4 17a 93'3 D,ITE: 8-18-93 DAILY REP(NT [0. 1 SIIEEI ? OF 2 of thsthaven oriw ard Testin tlotet. South Frontage Road llest, Vait, Cotorado. 5)Zitnkor has been in bus iness for over 27 years ard it appears they hsve etight groLp of personnet Horking together. This particutar project is expected to be going on for at least 5 tnonths- ln order to srpport the on-going fabrication for this project, ci,rtiide FersonneL shoutd be on-site at teatt 2 to 5 tims a ueek averaging 4 hours a visit. The support needed ritt be o-going 100X shop insp€cti 6rd U.T. inspections. Al,ont Hith this, good cl{P pract practi ces shoutd be monitored frequently. on of retds, migcel laneous 1169. Particta ices, pfoject specifiction ar:d procedure C@IES: R-A. tlelson Attns & Associ ates, lnc., f.ln. Rick Agate. chartes Bel I FIELD OBSERVER Darrel t c. lluss APPROVED 8Y As r nutnal prot.ction to cltentr, th. publlc rnd ourselvat, rll rcport! !r.a sub|nlttad al th. eonfld€ntl!l proparty ot our clltnti' tnd ruthoriartlo; for pulllcrtion ot 9tltdl.nt. Concluilons gr.xtr.ct3 irorn or regrrdlnE our report3 l3 r.3eiv.d p.rding oul'Frltt.n lpProv.l. Siritpier iiii be di.pos.d of rftar tcatlhg Ir compl.t€d uhlcat oth.r rrrdngcnant3.!^a.grecd to {n wrltlng' A;onber of th. !& group ot comprnie3 trer to' 'Et(x|^ 6/er t I CHEN-NORTHERN, INC. cor$rlrmG E]{crlEEns A D.sctE rtsTs REPORT OF CONSTRUCTION ACTIVITIES To: tlEcti EnterpFisea JoB llo. 4 178 93-3 DATE: 8-25-CJAttn! Eustacnrio Cort ina P.o. Box 3149 vait, c0 81658-3149 DATLY REPoRT 1{0. Z SIIEET t OF I PRoJEC'T Lfftside Buitding east of llesthaven Drive and Heetin fiotei, south Frontage noad llest. Vaitr Colorado. REPORT OT STRUCTURAL STEEL Pei clientrs request. I ras on-site at Zimkor fletate Corponation to visuatly observe fabr i cat i onlHetdi ng of structural stect for the Liftsicie Project. the I coordinated rith a repfesentative from l,tos Inspection to p€rform ultrasonic te6ting on futt/partiat penetration eetds. I xitnessed a totsl of ni]re penetration $€tds being tested. See attached inspection report. Alt pieces *ere acceptable. I atso performd visual xeld inspections on various pieces of bearB/cotLfiis. Atl the puddte xel.ds rere acceptable. I uss inforned the Liftside Pfoject hEs been mved up for th€ structural steel portion for 2 to 5 Heeks. I am reguest ing another shop inspection for Friday, August e7, 1993 to perforo sonF mog. parti cte. coPIES: R-A. Iel8on & Associates, Inc.' Attn: Ur. Rick Agate. J.V.A., Inc.; chartes Betl FIELD OBSERVER Darnel t C. APPROVED BY hrFs A! a mutq.l prot.ctlon to cli.nt3, th. publlc lnd ours€Iv.3, .ll r.ports lra ,rbfiltt.d ar tht confldontlrl Pfop€r'ty ol our cllents. ancl ruthoriz.tto|| for publtcltlon of statednt. Conclualon3 or.rtrrcts iron or r.g.rillhg ouf r.poita.ls i.-5-crv.d prndlng our |'r'ltt.n lPFrovrl. i;;ti;; ;iii lc'djjposca of.ftci t.3tlng lt conDl.t.d unl.3. oth.r rrrlngrmeintr ar. rgraed to {n wFitln9' A in.nber ot th. !l! gFoup of con|panl.i toai rp. .*rot t/el CHEN-NORTHERN, INC. CoIIS'LT I IIG EIIGIIIEERS AXD SCIEITTSTS REPORT OF CONSTRUCTION ACTIVITIES l0: l.{Ecl{ Enterprises JoB lto. 4 178 95-3 DATE: A-?7-93Attn: Eustaquio cortina P.o. Eox 3149 Vait, Co 81658'3149 DAttY REPSRT tlg. 3 sllEET I OF 1 PRoJECT: Liftside Buitding east of testhaven Drir/e and Uestin llotet, south Frontage Road lrest, Vait, Colorsdo. REPONI OF STRUCIUNAL SIEEL Per ctient's nequest, I {as at Zirskor lrdjstries t6 perform steet,t$etding ard vari otrs hardBare insFct i ons. I spoke uith Ron Singleton from Zimkor about A.l,S-C. certification. He stated that they are in the process of obtaining this but are still araiting appFovat. This certification consists of el m6nua[ aFProved, Alt appticabte traceabitity procedrres are being fot to],ed. Also a shop inspectionxill be performed on a[[ these itenp. At Zimkor today, I did insp€ct the fol toxing: 50 pieces of angle iron p.otrudihg from varior.s colurns. t verified tetd trddles xere of proper size and tength. I also inspected baee ptates srd the vsrious bolt hote configMetiw|. fhe neosufemnts taken conforned to the tatest ptan revision. I atso verified the folloHing cot].nns 6rd be6r6 fpdn the tatest fabricatidt. The things I verificd uere retd puddl.es l/4 ty?icat att-arcud, proper size and tength of B€t*rent. Verification atso inc tuded proper hardrare eas used ard that traceabitity uas acceptable. Tr6cesbitity ras verified through purchase ord€r docrnents, materiaI certification documntatiofi and heat trace nurber$. No f|ag porticte nas performed today. just visual acceptance. coPtEs3 R.A. iletson & Associates, Inc.,Attn: llr. Rick Agate; J.V.A., lm.; Charles 8eI I FIELD OBSERVER Darrel I c. lluss APPROVED BY Ai a mutur] prot.ctlon to cllant3, tha publtc and oursclvaa, all rcportE .rc iubmlttcd.s th. contldentlal proF.rty ot our cll.nt3' lnd authorlzat{on torFubllcrtlor ol 3t.t.mnt. Codcluslons or.xtrrct3 frot|| or r.g.rdirg out r.ports Jt r.serv.d pandlng our wrlttan lpprov.l. Slmplc; wlll ba dirpolad ot.ftGr t..ting Ir conpl.t.d unl.t3 oth.r'lrr.ng.mcnt3.r..gr..d to ir sFltlng. A m€lnb.r ot the !!lE grouF ot coa|Panl.s ndr |.o. cEtoc^ '/tr BI,ASTING PERI{Itr IHE TORU BEI'I{ }IUST BE FTIT;ED OUII At{D RETUNNED TO DEPARTMENT 24 HOUNS BEFORE A TUAI, BTASTING TAKES !,IINII,IW 24 HOURS NOTICE SHALL BE SIRICTLY ADIIERED INFORI{ATION A}{D SIGNATURES I{US! BE TIIJ,ED OUT APPROPRIAIE PERSON IN ORDER FOR THE PER}IIT TO BE /-60o'Ltrn\De,t'r,;; INFORIITATION TO BE FIIJJED OUT BY PARUITTEN: roDAy,s *,t,- /fla,{81 /a43. BrAsr o*2, 6rt" f,-// 38 tyJ TTME OF BI.AST: pERMrrrEE xeus z # 4/,Fa- (..fl?,e^/.283 INSURANCE NT'MBER AND NN{E3 ACTUAIJ FERSON IN CHARGE OF BLAST: r.ocArloN or 'OB NAME: FIRE DEPARTMENT: POLICE DEPARTI.{ENT: PUBLIC WORKS DE,PI.'V MOUNTAIN BEIJIJ: . PUBLfC SERVICE CO.t t/ HOI,Y CROSS EI.ECTRICI / HERITAGE CABI.,,E V];STONZ / uPPER tacr.,n v.t{.s. t t-/ BUILDING DEPARTMENTI (FINAL APPROVAI,) CONTRA TOR TO PROVIDE ALIJ TRAFFIC CONTROI-, A.s IS IPPROVED BY TBE VAII' POLICE DEPARItIENE' TEE EUTI,DING TO. ALI, BY THE CESSITATED AND o ,:' WiLLI/ilIJNOAEfiA "'J3;,3;vJluffi ffi ma':ixge3ffi:,96'" m 1949458F9 P n "Q,7, * frtu. 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BSllDuE OllPIEnmEr {lr|ffi l;Snpvr$l Botfi cno8g lHilc'*rtcr---------'-"'- * EiS..**"on'a'tLLLEF-f *o }.-.'....rairi;'": i,*rtslFLlrf :-'-. t"rWf 5 €9845?? 1AT*t-' cffia$F {.:.-. mitr rl rers** tFrlEf $1!QBr- il t*rril r 4ryp_.qE fle uwo tu &E IffiLffiflffiffi€-*m,Etrm. EF!S|!q!TO] S 'E rlruTD o!! H fi|IG4lEI li[lsrr nfict HitiP Btgt slE tr Slgr lr5ilqltEt litrNtrEE ldt3fi fiD.fFhtr l#!u! t*i* s ss$ tr Iaotgsff # | l}Otf lEtF r. ttl! qEiulErr FftlGI AFffiIII $uSlE xllt tdAE. r t#qiltl|]Ec ttst&r HFTiIG StrF4t s": 3rfll |lEs l[iEllgcB sl'ln3E GNfiA qtfirqrr slf,it trErr'!r.t.3. 8ollDrilt ulqnffifi {Emt rFl!{Ert €*t a 6a,rgr- lr.a..o €ttfflG lO lnfr9$E ltl, tll*tlc dbio8 lE r$jtDEIofiF r'!E tl;ro to*;!ct l||*ilEF. tE'd 81zJ.gffi 01 '0'5'3'n'3'n Hf,|j :EE f651-dffi6 TAW OF VAIL 42 West Meadou Dripe Vail, Colorailo 816J7 30)-479-2250 1017 0 11150 11175 MEMOR,,ANDI'M TO: cARy ttuRRAfN, CHIEF BUILDING OFFTCIAIJ DAN STANEK, BUILDING TNSPECTOR h7FROM: MICHAEL MCGEE, FIRE MARSHAL i"/ DATE: os/L7/93RE: PT,AN CHECK FoR LIFTSIDE PRoJECT we have reviewed the plans and specificationsGwathmey, Pratt. and Schultz, p.C., for the LiftsiConcerns, issues, and observations are noted as follor Architectural Specifications Section O726O-L Approval of intumescent fire-proofingdetailed review of manufacturerrE sEapprovals and listings. 09681 Subnit flarne spread ratLngs on fLooceiling coverLngs. tf "ui''l i I Note: plastic components, fixtures orin bath rooms will require fire spinstall-ed in each bath room so equippr exceed. reguirements of UFC Std lo-]. o Furnieh Etructural load rating(s)structure. Trash chutes will require fire spritLocation and type must, be shown on fir Vail Fire Department tted bye proJect. s: subject toif i.cations, , wall and furnishingsinklers be NFPA 10. or parking er heads.protectlon orage roomsin UFC 10522 Portable fire extLnguLsher ratings t meet or shop drawings. 13152 swimning pool and whirlpool chenical sare subject to reguirements set fArticle 80, and UBC Chapter 9. 14211 Subnit details on elevator recall per ANSI A-T7. LIFTSIDE PIJAN REVTEW PAGE 2 llechanical- Specifications connections. Section t55OO FLre Protection 1.05 Subnit shopceiling eJ.evations,Materiale cut sheets CRITICAL ITE}I # 1: lhe 10 Lnch diameter water Iplan must be subnitted and approved prior to issuance oPerrrrit. Recent proposals to ehut off the water mi reLocation a Buildingin are @Eacceptable, except for an allowance to make the finalWater distribution to th€ nelghborhood may not ctions. affected belou ninimun l-evelE required to nainta adversely required flows.domestic volume and preBsure plus mininun reguired The relocation plan must be stamped by a ColoradFrofessional Engineer and include calculationE to Regieteredupport anyproposal to discontinue the l0 inch ser:vice line frperiod more than is reasonably necesEary to make r any tinethe flnal CRITICAI ITEU # 2: Al-l- f ire fl-ow j-nforzration i subject toverification during the nonth of July, 1993. Anybet\,,reen deeign criteria and actual conditLons tlra must be resolved prior to any approvals of the firsystem design. affects the hydraulic calculations of the fire spr drawlngs on reflectedbeams, soffits and adverselyer syEtem,sprinkler ceiling pl , showingothertructions. oge is not fire department acsesa to all- exterLor points of iClass III fire standpipes are required in each stairHose valves shaLL be non-pressrure restricted tlpe wgtandard thread. One 2 t/Z inch and one L L/Z inctr va are required. z.OG Dua to the dLetance bettreen stair towerB lack ofbuilding,. Fire Nationalve shall beprovided in each stalr tower at each leve} . firerequired. 3.01 Fire sprlnkler riEer detail - nalatm beLapproved for inetallatlon witlrln the Town of VaiI . srr are not I.,,IFTSIDE P'.AN CHECK PAGE 3 ElectrLcal specificatLons Section 15010 3.06 Label electrical switch Eear and disconnlabel-ed in plain engJ.ish. Section 1601f I.02(c) Submit fire alarm pJ.ans on reflected Section 16111 Note: We reconnend waterproof enclosure boxes bfor fire alarm and detectl-on circuits in the exposed pormelt entering thethe system. ehall be ing pJ-ans. instalLedion of the system andgarager to prevent water from snowcausing false alarns and damage to Sectlon 16500 SectLon L6723 FIRE AI,ARM SYSTEM GENERAL NOTET The rninuteE of the pre-constructheld in November of 1992 refLect a Fire Department concr Emergency lighting is subject to a functideternine adequacy. Plan6 only show frtlpicaln. fire aLarm systen be designed to facil.Ltate rl annunciatLon. rr The specificatione do not reflect that r the Fire Department reguires that the fire alarm sysper condoninlun unit. Under the cited code sections,capable of functloning as a rrlock-offtr unlt, is to beseparate and distinct rrzone point. n teet to on neetingthat thEI point lremenc. on volce s reguired on plus anion. ed. After revlew and consultatlon and in accordance w the Townof VaiI uunicipal Code, Section 15.02, UnLform Fireedition, aE amended by Ordinance 25, Series of 1990,Section f0.203, Exception 2., and Artlcle 10, Section Code, 1991ic!-e 10, r-o.5or. (b) ,be zoned bedroom eated as a 1.02 A. DuaJ- arnps are reguired for )-OOtevacuation systera. B. Battery backup for the fire alam systemto be 24 hours under supervisory conditadditional l0 rninutes under alarm condi c.Zone schedule as submitted is not appr IJIFTSIDE PI,AN CHECK PAEE 4 1.03 A.1.A. c. D. 1. 2.O2 Duct srnoke detectors may be requiredseparately. Manual fire aLarn pull stationg arebe trdouble actionrr type. Dwelling unLt detectors areapproval pendlng redeslgn of PRODUCTS subJect be zonEd A.Alt equipnrentItapproval , tr in be U.L. Li.sted. equired to the z review and Echedule, is subject to Fire Departmentaddition to the rement to B.l_.A. B. L.!I. 8.1.N. NOTE: Zone capacity of 42 zones may not be ufficlent. Digital communicators are1 (high risk, high value, buiJ.dings. or high rrAlarm bellerr are not approved for Town of vail . not approv for Cl-ass load) use l-n the ALIJ FIRE AIJ,ARM EQUIP!'IENI IS TO BE PA}IETJS TO RF, HAVE BEEN RADIO RESISTANT TO RF INfERFERENCE.SPECIFIC FlI€ MANUFACEURED BY STMPLEX HAVE BEEN SHOWN TO NOI BE RESIDO NOT UEET VAIIJ FIRE DEPARTMENT APPROVALS, AND REPEATEDLY DEMONSTRATED TO CATJSE INTERFERENCE I{ITH FREQUENCIES. LIFTSIDE PIJAN PAGE 5 BLUEPRINTS SHEET NO. CHECK coM!,tENlt's 1.1 2.L 2.2 2.3 2.4 2.5 Provide detaits and cut sheetE on self-cto trash shutes. Fire Department accesci and stagingspecified and signed ITFIRE I,ANE.rl Install signs on slidingto rtPUSHrt on the doorfailures or emersencies. need to be lnE doors doors indicat the needduring el ical povrer Two exitg uBc 33321. are required in ttre MechanL I Room per 'r' Reverge the r swing from the pooprovide an te J-andJ-ng at the top o deck. andthe stalr. Reconmend l-ation of a breeaerray o Eecond setof doors at ilding toprevent unnecthe smoke dexhaust, and rosting off vehlcle Protect na e garage entrance to thessary false alarms due totector(s), entrainmentther contanLnates. Enow and ice qas rneterEldup per UFC from a ation of 11.403 . t the nain acceptable A Knox Box is required to be installedentrance. nodel . 44OOR is the nininum The rrFire Centerrr rnay p! be u ag a ftcart storagerr area room to meet Remove cart storage or sr vide the per UFC 10.5 r(b).Fire Department Mininurn Fire dinensionE dependent on size, co iguration, and, location f fire alarm panels and ication equlprnant.Fire Connand Room must itts ownunrestrLctedlighting, be outside telephone line,ithout ventilation tohave a minimum fire rementE Room emergencye buildingting of 2 rs or aresprinkler Eygten(s), hours. Attic and accessible wI spaces tbat have dbe equipped with fir 2.6 heads and fir detection deviceE. IJIFTSIDE PI'AN CHECK PAGE 6 SHEET NO. COMIiIENTS 2.7 I-,abel the roof top mechanical equipnelectrical disconnect switch with thedesignation. InstaLl. a fire hose valve at the top ofElevator 101. t at the $VAC unit stair B at 5. 05 5. 07 5. Lo 7.5 7.7 8. t9 E 2.O2 E 2.l-1 E 2.15 E 2.21 E 2.22 the two 45 degree off-sets in the tra chute ateLevatlon 101 nay cause sJ-Enificant prdebris and trash becoming lodged insideThe Vail Fire Department stronEly reoff-sets be removed. If the off-setsfire sprinkler heade must be instalLbelow the off-sets. Furnish details on operation ofthe Spa, incLudlng specificatLons and cross-section elevations. blens withtlre chute. ttreto remaLn, above and overh d doors in on glaz , frame, The Eki tuning bench Lsrequirements for ski ehope subJect to fire codeas J-ocally Openings l-nto stair tower A2 at l-evel 5 may besubJect to UBC 3310. StairweU phics areAII guestrequired at each level of each stair.rooms doors, electrical roome, mec cal rooms,exit doors and sinil.ar pasBageway doors a requlredto be clearly labeled prlor to occup See UBC 3310 in regards to elevatorentry from stair tower B. caL room L./ Fire sprinkler heads are required in ea bath room. Exlt liqhts as shown only providedirection. Additional signsadJacent wall-s. for t vel ln oneare r red on i.trs own fire alarm The fire alarm paneJ- is reguired to beisolated, individual energency clrcuJ-t. Emergency J.ighting is reguired at the panel . A manual fire al-arm pull station iaexit door. llhe smoke detector ln thereguired to be tied into the at each electri room isfire alarn circuit. " Chen€t to.tt ern til. March 5, 1993 MECM Enterprises Attn: Eustaquio Cortina P.O. Box 3149 Vail cO 81658-3149 Subject: SupplementralGeotechnicalstudy,ProposedLiftsideBuilding, Vail, Colorado. Job No. 4 178 93-z Gentlemen: As requested, a seismic refraction survey was conducted to evaluate the Inc. previously conducted a preliminary subsoil snrdy for foundation design findings in a report dated December 21, 199t2, Job No. 4 178 93. supplemental work are presented in this report. Purpose of Work: A deep excavation is proposed between the uppe,r ripability at the proposed Liftside Building, Vail, Colorado. The work ' accordance with our proposal to MBCM Enterprises, dated Febnrary 16' 1993 buitding area ofthe projecr Cut depths are up to about 40 feet and the e could significantly impact the design and construction procedures and costs. supplemental study was to further evaluate the subsurface conditions in the areas. Oue !o the sit€ conditions (terain and snow depth) and difEculty of c refraction survey was setected to obtain the additional information for construction purposes. The additional subsurface exploration i$ t€commeff report will still be needed for the final foundation design recommendations. Seismic Refraction Survey: The seismic refraction survey was conducted on The work was conducted by Hadley & Hollingsworth, Ltd. who investigations. The scope of work was coordinated with lladley & previous work conducted at the site and the desired supplemental the seismic refraction survey are presented in the attached report by Hadley dated February 28, 1993. Findings of Supplemental Work: The seismic refraction results indicate that deep eicavation for the lower building level wilt be cut into the bedro< interpretation, excavation shoring between the garage parking fwgl Td the may not be needed because of the bedrock cut. Shoring will likely be neec thebuilding where cut depths will be up to about 40 feet and the natural A r.o--.' ^lh.lEifrl n'nr o ^r.^moAnips surface at about 303 945- and Screolasls 5080 B@( Glenwood Colo.ado 81601 303 945-7 Facamrle esthaven Drive, to bedrock and condueted in Chen-Northern, presented our frndings of the area and lower conditions purpose ofthe deep cut the seismic design and rn our prevrous 23,1993. in geophysical based on our The reults of Hollingsworth, majority of the Based on this building level at the east end of MECM Enterprises March 5, 1993 PageZ elevation 8085 feet will need to be maintained. The "n"Lg" Mrock velocity of almost 14,000 feet per second indicaues that the rock will not be ripable. This velocity may correspond to cemented layers in the rock. The bedrock encountercd at Boring 2 of our prwious exploration work on the site would indicate that at least some of the rock at that location was not cemented and may be ripable. We will be available for additional consultation when specific shoring design and excavation plans have been determined. If you have any questions regarding the information assistance, please let us know. Sincerely, provided or if we can be of further CHEN.NORTIIERN, fNC. %-/ Steven L. Pawlak, SLP/ec Rev. By: DEH Attachment Gwathmey Pratt Schultz - Attn: Henry Pratt -JVA - Attrt: Tom Skinner Nelson-Zeeb Conshuction - Attn: Rick Agate ttt4, t.2 J e$ li $'r ! ,s f.-t :!. N.'o a :aa-l i$l r€,.9 222:?J r!:l csLi {i il -::1i .'.*. a: ii hsz Chen€Northern.lnc.C-^. _ : 5rcr,'upr. r'r'l Sc -11 slt HADLEY & HOLLINGSWORTH, LTD. APPLIED EARTH SC'ENCES SEISMIC REFRACTION SURVEY LIFTSIDE DEVELOPMENT VAIL, COLORADO Prepared for HIH Chen-NortherrL Inc" 5080 Road 154 Glenwood Sprinp, CO 81601 Job No.93-13 February 28, 1993 747 SHERIDAN BOULEVARD, tJNtT lE . LAKEWOOD, COLORADO 80214 ,303 237-7045 . FAX 237'7473 INTRODUCTION Hadley & Hollingsworth, Ltd. was contracted by HIH Chen-Northern, Inc. to conduct a seisrnic refraction survey at the proposed Liftside development in order to deterrninc depth to rock in the arsas of planned excavation. The development is located on the southeast corner of the iniersection of Westhaven Drive and the I-70 South Frontage Road in Vail, Colorado as shown on Figure 1. The northwestern portion of the site along the South Frontage Road is occupied by a large fill pile and the rest of the site drops off steeply to the southeast towarG Gore Creek. At the time of the survey, the site was covered by about four feet of snow which was removed along the seismic line by a Series 950 front-end loader. The line was located between the 6ll pile and the break in slope. The field work was conducted on February 23, 1993. FIELD PROCEDURES The seismic survey was conducted using 28-Hz vertical geophones spaced 10 feet apart Seismic energy was generated by impacting a sledgehammer on a metal plate and recording the resulting ground vibrations with a Geometrics 2401 IFP 24+hannel signal enhancement seismograph. Individual seismograph records were visually inspected in the field br data quality and then remrded on 3.5-inch diskette for later downloading to a PC. Hardmpies of each seismic remrd were obtained in the field for backup. Each geophone was ftrmly placed in the gound surface. Due to the geometry and limited working area, only 20 geophones spaced at l.O-foot intewals were utilized. This results in a total line lenglh of 190 feet. The elevation of each geophone was obtained by hand level survey and tied to the elevation of boring B-1 in Chen's soil report. $eismic records were obtained from seven different enerry locations distributed throughout the seismic line, with two enerry points located off the ends of the line. INTERPRETATION The seismic records were timed and plotted versus geophone location to construct a number of time-distance graphs for analysis. The data were analyzed using a sofhuare program known as "RF'written by Richard Markiewicz which uses thc Gcneralized Reciprocal Method (GRM). The irogram calculates a depth to bedrock below each geophone location. Certain portions of the line were affected by frozen surface soils. Frozen soil has a higher seismic velocity than unfrozen soil which causes the earlier seismic arrival from the frozen soil to precede the true arrival. Howevef, due to the plasticity of the frozen material, the energy in this layer is quickly dissipated allowing tlte true arrival to be easily identified on the nore distant geophones. RESULTS The seismic cross-section generated by the RF program is shovm on Figure 2. The upper seismic layer has velocities ranglng from 1,540 to 1,940 feet per semnd (Ss). These velocities are typical of unsaturate4 medium dense soils. The bedrock velocity is 13,950 Ss which is indicative of hard rock. The Caterpillar Performance Handbook (22nd Edition, 1991) indicates that all rock types with compressional wave velocities in this range are not rippable. The depth to this material ranges from 14.5 to 27.5 feet. There are two difficulties encountered when using this type of seismic information. The first potential problern is that the seismic energf is refracted along the closest bedrock to the seismic line. Tbe closest bedrock on a site like this one may actually be uphill or downhill of the seismic line rathcr than directly beneath it, Therefore, the depth infonnation must be used with care in estimating excavation depths and volumes, The seoond potential problern is that once a high velocity refractor has been enmuntered, decper layers with lower velocities (i.e. softer bedrock) cannot be detected. ^"nf'ri )V \ \-\ \ A \.r :{ESTHAVEN DR.IVE 0 40 80 feet,:.€ SCAI"E ado c1 trJ(,4 Frzo* E{ oF ,H ./\. v7r r "aa\ o...\. o+dr_ \ .. -rr *r\t'\..\ \\\\\\'\ \)..-r \. tr'\ \tw/ t.-.'tt- \\1\lpl '\\ ( \)t rr"i'" Fi11 Pile L|FTS|DE - VAll. coLoRADO LOCATION OF SEISMIC LINE HADLEY & HOLLINGSWORTH, Ltd. oo co uFo cr Eg- E Elx € d-FN E €d6 J 'tTt P NEo- I to. !6 ; o5: E- $ A'{ a o4!|lt c{ oto CONSTRUCTION PERMIT tm department of community development IO BE FILLED OUT COMPLETELY PRIOF TO ISSUANCE OF PERMIT TYPE OF PERMIT I eutor.rc Q eluuenrc IJ ELECTRICAL LI FOUNDATIONI uecHnnrcRr- tr LEGAL $sc LOT FILING - JOBNAME: LIFTSIDE SONT. oFFIcE NAME I.,IECM INC,- MAr ADDRESS Box 54oo ctTY AVON 81620 PH. ARCHITECT FIRM CUIATIIMFY PRATT SCI{IIIJTZ MAIL ADDRESS clry 1H6-II47 GENERAL CONTRACTOR FIRM RA NFI.SON T!!UN-9F VAIL RE6. ruo. 170-A rer-e.949-5152 l*r.rr,.o' CONTRACTOR FIRM ITUNT EILEQTBIG TOWN oF VAIL REG, NO. I?5-F, -rerz. 949-4O6L PLUMBING CONTRACTOR F|RM COII)RAI}O pr.liMRINe _SIZC_ TOWN OF vAtt BEc. NO. I29-P rELE. 949-9809 MECHANICAL CONTRACTOR FIRM TOWN OF VAIL FEG. NO TELE OTHER CONTRACTOR FIRM TOWN OF VAIL BEG. NO. NOTE _ COPY OF PERMTT TO AE KEPT ON JOBSITE SEPTEI1BER 2t+, 1993ulft I t - 6385 r. TYPE OF CONSTRUCTION I II III IV V 2, OCCUPANCY GROUP AB E H IRM DtVlSloN l22aX4 OENERAL DESCRIPTION OF WQRK : -- CO}S{ER CIAT. RENOVATTON PERMTT HO. --------::- z { gUILDING Annn nn+(onn nn ELECTRICAT tnnn on PLUiIBING I non nn MECHANICAL 1 ?OOOfi - OO TYPE GROUP G.R.F.A. VALUATION PERMIT FEES II R-1 BUILDING PERMIT 175 .00 $ FLAN CHECK 114.OO ELECTRICAL 50 00 PLUMBING 15-001Pc 4.00NEw (v )ALTERATIONO AODITIONAT () REPAIR O DWELLING UNTTS - ACCON4MODATION UNITS -HEIGHT IN FT - NO,FIREPLACES INSULATIONI IYPE THICKNESS R.VALLUE MECHANICAL RECREATION FEE DESIGN REVIEW BOARD (n nn FLOOB CLEAN-UP OEPOSIT EXT. WALLS USE TAX ROOF WILL CAIL 9.00 TVPE FI F' oF --------- SOLAR HEAT GAS wooD TOTAL PERMIT FEES 517 . 00 DAN STNAEK 9-2L-93 ADDITIONAL PERMITS NEEDED. ST. CUT tttl YN INITIAL rUTr-orNS OFFTC14L - oATE -sHELr.E MELLO - - - q:20-93- - - -oNtNG ADMINTSTRATOR DATE IONING & BUILDING NOTEST NO EXTERIOR SIGNAGE APPROVED I hereby acknowledge that I have read this application, tilled out in full the information required, compleied an accurite plot plan, and state that alt the information provided as required is coffeet' I agree to comply with the information and plot plan,lo co.mply with all Town..ordinances and state tiws, and to'UuitO this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinancef ol the Town applicable thereto. .LEAN up DEposrr ro! ryv__ilff*, aZ,W a.7n TOWN OF VAIL CONSTRUCTION PERMIT APPLICATTON FORM DATE. "/4/qt REC'D SEp I 6 I APPLTCATTON MUST BE FII'LED OUT COMPLETELY OR IT ITIAY NOT BE ACCEPTED Iir* ******************* ** ******* PERMIT INFORIfATION ******* * *********************fl/'[[/)-Builains t brirw"ffi*rr" ]-Electrical t ,:"""85Sr t l-other _ Job Nane: ltfr*oe- *- oa:r<- Job Addre==, kCSiJnr.) b.-ho Legal Deseription: Lot Block eitins suuprvrsra#/r'Afi) /{q- Address: fra.4.-, ,tu(, 4. en. Ad,d.ressz l@C //?i^r44 &lwf Pn.344f7 I+ Owners Name: Architect: a ar PERUIT #lffi1 r99l ceneraL Description: Work Class; I J-New I Number of Dwellingr Units: o Number of Accommodation Units: - rypnber and Type of Fireplaces: Gas Appliances o Gas Logs o Woodr/FelLet i_it }t*************.******************** VALUATIONS * ** * * ******* * * ********** *********tt'/V'J- OTHER: i 't'--'-ELECTRICAL,z i 1*f Acl(lfess a 6ax JIla- a',.J di. y'//'2a Electrical Contractor: furf 6ffi--Address: Plunbing Contractor: Address: CoNTRACTOR INFORMATJON * * * * * * * * * * *** ** * * * * * * ** * * * */ -. Tor^rn of vail Reg. tto./1o-/l Mechanical Contractor: Address: .?^o(-o/-. /2--,; )bt,o6 TOTAL: S Phone Number: Town of vail Reg. No. Phone Number: Town of Vail Reg. NO. Phone Number! Town of vall Reg. No. Phone Number: //./-q- ************* * * * *** * ***** *******roR oFFrcE usE ******************************* BUTLDTNG PERMIT FEE: PLUMBING PERMIT FEE: I'IECHANTCAIJ PERMIT FEE: ELECTRICAL FEE: OTIIER TYPE OF FEE: DRB FEE: BUTI,DTNG PI,AN CHECK FEE: PLUMBING PI,AN CHECK FEE: II'ECI'ANTCAIJ PI.,AN CHECK FEE: RECREATION FEE: CTJAN-UP DEPOSTT: TOTAIJ PERMIT FEES: BUILDING: STGNATURE: ZONING: SIGNATURE: -Alteration [ ]-Additionat [ ]-Repair [ ]-other 5/'7 - UP OTBOSIT REFTN{D TO: luwn 75 south fronlage road vail. colorado 81657 (303) 479-2L38 or 479-2139 offlce of communlly developmelrt lf itr.ir permtt requ'ires a Town of Vail Fire Departnent Approval, Engi.neer!'s' (.Pyn.l ic works) reyiew and approva'l ,' a planning' Department reyi'ew: or llealth Department review, and'a review by the EuilbingDepartment, the estirated time for a total review may take as longas thl'ee weel(g. All commercial (large or small) and all multi-family permits willhave te follow the above menti'oned maximum requirements. Resident'ia1and-small projects should take a lesser amount of time. However, iffesidential or smaller projects impact the various above mentjoned departments wi,th regard to necessary review, these proJects mayalso take. the three week period. Every.attempt will be made by this department to expedite thispermit as sgon as possi.ble. BUILDINq PERI.IIT ISSUANCE TIME FRAIqE undersigned, understand the plan check procedure and timeI',. the frane. It l.r"rt,ot' Project Name Datd lrl6rk Sheet was turned into the Communi ty Development Department. 1 75 south lronlage road e€il. colorado 81657 (3o3) 479-21.38 ot 479-2L39 TO: FROM: DATE: SUBJECT: oftlce of colnmunlty development ALL CONTRACIORS CURRENTLYL REGISTERED WITH TiTE TOWN OF VAIL TOWN OF VAIL PUBLIC WORKS/COI,${UNITY DEVELOPMENT MARCII 16, 1988 CONSTRUCTION PARKING & MATERIAL STORAGE rn summaryr.ordinance No. 6 states that it is unlawfuJ- for anyperson to litter, track or deposit any soil , rock, sand, debrlsor naterial , incJ.uding trash dunpsters, portable toilets and,workmen vehicles upon any street, sidewalk, atley or publicpllge or any portion thereof. The right-of-way on a1i Town ofVail streets and roads is approxinateiy S ft. iff pavenent.This ordinance will be striLlfy enforcEd, by the rown of Vail_ry!]ic works Department. persons found vlotating this ordinancewill be given a 24 hour written notice to remove-said material ,fn the event the person so notified does not compJ.y with thenotice within the 24 hour time specJ.fied, the puLtic WorksDepartment wiLl remove said material_ at the expense of personnotified. The provisions of this ordinance snift not b6applicable to construction, maintenance or repair projects ofany street or alley or any utilities in the right-a-way. To review Ordinance No. 6 in ful-l, please stop by the Town ofVail Building Department to obtain L copy. tirani< you for yourcooperation on this natter. R Y ead and acknowLedged by: l4-{'n/ I A{?u,on/onsh o Pro ect, (i.e. F o contractor, owner) R.A. NELSON GnssocrATES, rNC. iREC'DSrp 161995 Septenber L6, 1,993 lilr. Dan Stanek TOWN OF VAIL Department of Connercial Development . Re: Liftside Sales Office Dear Dan: ' we would like to make application for a pernoit to build-out aSales Office and Oisplay Area for the Liftside project in theWestin CommerciaL area. The Sales Office/Display Area renodel shall consist of adding sornedrlnrtallr/metal stud walls (as marked), and finishes to match themodel units in Liftside. The ptumbingr fixtures will not beoperational , however, the lighting fixtures will be operational . All existing heating systems and fire alarm systen will rernain ascurrently installed. If you should have any questions, please do not hesitate to call me. Iplrr Very Truly,' R,A. NELSON & ASSOCIATES, INC &Nk Jim MeehanProject Engineer Town of Vail OFFICIE COPY P.O. Drower 5f . Avon, Colorodo 81620 . 303'949-515nu 303'949'4379 {nE0DStP 1 6 t99jin p$5 ilT 1 { + Fr l F1 v ,7 { cT + c\ F { V€?fr wl F\€LO btp. o tT { -t{ t [\t Ftre fr Plan lf ;-t il Val Sec. 303 i'h:i ir:t'tance or granling of a or approval of ;i;;rlrliil;l;g;'15 Shall not be Constr ;r!]r'cval 01, any vi0lati0n 0f any b€ a gcrmit tor. i'.;i prevont the building offirl;: .-- recti0n of otrors in :i,r!; .i_.rir.:., . . ,r.t' ,,,i 4-zt-€g ri. ililJr -X- $xl*,\iY\u_N the prcvi$ions of this \o fI d en (\ tr1 f\ > N T -tl E ;€F $Ft f$ B f,il #EER Fr e-,oe"{ 5f'.^:fnBlYa ll {ff{fi, HI$$tfi l**lHi x t$${'o F lEn $IH} lfftt IT1tr F T7 sv F\ $ F t 4 : \--*rS\F. s<. \ N-P \-*-\. \-.\, r p E TN 7 September 14, 1993 lur. Jim Meehan R.A. Nelson & Associates, Inc.P.O. Drawer 5400 Avon, CO 81620 Re: Llftslde - Sales Office Lighting Dear Ji-m: This letter supercedes and countermands the directions given forthe sales office 1i9htin9 in ny letter of 9-13-93. The electrical/lighting shall be as shown in the accompanyingplan. The various Type "A" fixtures shall be as follows: 1. Type "A1 rr - 6rr Lithonia pu11 down with 50wMR1 6NFL.2. Type "A2" - r,ightolier Monopoint with 6415 trackfixture and 50wMR1 6NFIJ 1amp. Provide also one (1) Lightolier 6497 franing projector accessory and one(1) 7557 beam elongator fiLter.3. Type "A3" - r,ightolier 1000rcv frame-in kit withNo. 1062LV trj.m and 42wMR1 6VNSP lamp. Please note that I show a fi.xture in the closet with a motion detector switch. (r beLieve this is where we left it - calL me if I'm wron!J.) I have also added a dlmmer and a junction box in the "Dining Room. " This wilL allow Eustaqui.o to field testpotential Type "G" flxtures (currently a $250 alLowance). The Type "F3" fixtures should be the Task "Lumiere" fixtures speci.fied in Proposal Request No. 9. Fina11y, it is my understanding that Leviton dimmers will be submitted for this job. The representative at Cronin Mason would like us to evaluate the possible substit,ution of Lightoller "onset" dimmers. He is sendlng one to me and we should inst,all it somewhere in the sales office. Mr. ilin Meehan September 14, 1993 Page 2 Mo srt, ,, 6 lggJ I w111 brlng 1t to you when I receive it. Dave at Hunt Electrlc can then determl.ne the beEt place for the dlmmer (I suggest thettGtt flxture). Please call lf you have any guestions. Slncerely, GWATHMEY/PRATT ARCHTTECTS, P.C. L Henry R.'ratt, AIA HRP/Ad Enclosure copy to:Fred 9tto Frank Freyer Eustagulo Cortlna REC',DSEP 161995 September 13, 1993 Mr. Jim Meehan R.A. Nelson & Associates, Inc. P.O. Drawer 5400 Avon, CO 81620 Re: L,if tside Dear Jlm: Subseguent to last Friday's expedition to Denver with Eustaquio, I thought I would 1et you know where things are headed,especially as pertaln to the sales office in the Westin. I will be issuing specific proposal requests shortly. 1. Hardware finishes are still unresolved. Interstate Hardwareis looking at some alternati-ves. 2. For the sales office, master bath marble is to be "CremaMarfil. " 3. Floors in the secondary baths wiII be changed from 2 x 2 ceramic tile to honed "carerra" marble. WaIl tlle remains as specified. 4. Type "A3" flxtures will be Lightolier 1000rCv frame-in kit with 1062LV trim and 42 watt MRl 6 VNSP 1amp. 5. Type "A2" fixtures will be the same as type as "A3" exceptthe lamp is to be 42wMR1 6NFL. At penthouse units, it may be necessary to substitute No. 1000LV frame-in kit in order to have the brighter 65wMR1 6FL lamp. "A2" fixtures shall include No. 7557 beam el,ongator filter. Mr. Jin Meehan September 13, 1993 Page 2 ffttj$fp t 6pg3 6. Type "A1 " fixture shalL be as specified above for the Type t'A2tt fixture except that the lanrp shall be 42wNFL. Please call if you have any question or would like to discuss thls further. Sincerely, GWATHMEY/PRATT/SCHULTZ ARCHITECTS, P.C.zhF Pratt, AIA Enclosures copy to: Fred Otto Frank FreYer Eustaquio Cortina Plan Review Based on. the 1991 Uniform Codes t' NAME: LIFTSIDE SALES OFFICE DATE: 9-21-93 ADDRESS: 1300WESTHAVENDR CONTRACTOR: RANELSON VAIL, COLORADO ARCHITECT: GWATHMEYPRATT @CUPANCY: B ENGINEER: NONE TYPE OF CONSTRUCTION: 11FR PLANS EXAMINER: DAN STANEK CORRECTIONS REQUIRED The items listed below are not intended to be a complete listing of all pmsible code requirements in the adopted codes. It is a guide to selected sections of the codes. The following is not to be construed to be an approval of any violation of any of the provisions of the adopted cudes or any ordinance of the Town of Vail. 1. FIRE DEPARTMENT APPROVAL REQUIRED BEFORE ANY WORK CAN BE STARTED. 2. SMOKE DETECTORS REQUTRED rN ALL BEDROOMS AS pER SEC.1210 OF TIIE 1991 UBC. 3. ALL PENETRATIONS IN FI,OORS,CEILINGS, AND WALLS TO BE SEALED WITH AN APPROVED FIRE RATED MATERIAL. 4. FIELD TNSPECTTON REQUTRED FOR CODE COMPLTANCE. ''''1t", I ,''r'" 4h \ -| , !,t., -J PERMIT NUMBEB-OF PROJECT t SPE(REQUEST VAIL )TION OWN OF /,1 - \ 2,1 'i ,<-/ ,.DATE JOB NAME CALLER READY FOR INSPECTION: LOCATION: *?* r1JE;'f OOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER FOUNDATION / STEEL ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION tr POOL / H. TUB SHEETBOCK NAIL tr FINAL tr FINAL ELECTRICAL: D TEMP. POWER D HEATING O EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL tr FINAL OVED ORRECTIONS: tr DISAPPROVED O REINSPECTION REQUIRED hffisriop / - ". -'.DATE //r ) - :) ./ ',:' TNSPECTOR ! I I ' ',..l .. a' , i-. {-7.-'-) (; ) PERM DATE MON ,{ READY FOR INSPECTION: CALLER TUES WED FRI _,) LOCATIONI I l'i CT JOB ,PROJE 4'2,{,/ Frr NUMBEB O { ,'. l'f PPBOVED I tr DISAPPROVED N REINSPECTION REQUIREDa1 CORRECTIONS: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH'/ D.W.V.O FOUNDATION / STEEL tr ROUGH / WATER tr GAS PIPING tr INSULATIqN N POOL / H. TUB tr FINAL MECHANICAL: tr HEATING tr EXHAUST HOODS CONDUIT . tr FINAL DATE BER OE PROJECTPERMIT NU INSPECTION REQUEST . tr REINSPECTION REQUIRED... WNI DATE IU JOB NAME MON CALLER TUES '-./ -4, KE-DREADY FOR INSPECTION: LOCATION: >2 \ g ROVED CORRECTIONS:- tr DISAPPROVED BUILDING: tr FOOTINGS tr FOUNDATI tr FRAMING / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER _ BOOF & SHEER" PLYWOOD NAILING tr GAS PIPING tr INSULATION POOL / H. TUB tr FINAL tr TEMP. POWER D HEATING CONDUIT _tr SUPPLY AIR tr FINAL INSPECTOR \ \nEC0tEB25lee{ February 23, 1994 Mr. Ernst Glatzle Town of Vail Building Depanment 111 South Frontage Foad West Vail, Colorado 81 657 Re: Liftsidc Floo. Outlct lnltallation Dear Mr. Glatzle: It has been brought to my attention by Dave Peterson of Hunt Electric that you have a problem with the wiring for floor outlets being in the ceiling cavity of the unit below. In a subsequent phone call, you and I discussed this issue and you gave me an explanation of the problem. Apparently, our specifications indicate that no wiring for one unir ean b6 installed in an adjacent unit. The problem was not a Code issue, rather an issue of conformance with the contract documents. This office does not have a problem with floor outlet wiring being in the ceiling cavity of the unit below. The wiring for this outlet, like plumbing drain lines, occur in the space above the ceiling of the unit below and below the floor of the unit where the outlet will be installed. This is considered to be limited common area and is not the property of any of the individual unit owners. The wiring will be installed as you have dir€cted. lt will be held tight 1o the fireproofing on the metal floor decking and will pass over structural beams in the void created by the d€cking cortugations. I hope that this is acceptable to you and the contractor can be allowed to proceed. Ploase call if you have any questions or concerns. lf I do not hear from you, I will assume that the above described procedure is acceptable and will notify the contractor to p,oceec. Sincerely, GWATHMEY/PRATT/ITECTS, P,C. DS/ad copy to: Rick Agett Frank Freyer c r- GfiAilD VALLEY OOIISULTHC ET{GINEERSa aft H@o AvSiruE -.r ffiilifffl;THiffi^ll'*' w/ry 7j11t,,- 4"/f - e4ss ii[r. , {,.---... P A2. CFA}ID YALLEY qOilSULTIITG 8{GIIIEEHE, II{C. 6E7 HCrctIJ AVENUE QFAl.lD JUNCI9N, co 81001 (303) 245-3177 FAX: (offi) ?{5-.450 LETTEN OF 1nA}ISilITTAL iGalf Enorr.r JEAUf'a€ C^RV OSa LtJcYu ' Hlnf,l(hr CUrT n LFrO.r AarOV Aet.Uihxlg moftT f Eltlf{t(LE I(AFEN iEEEOIO oaTE. or./?d/ed TO: Ernes, Ehctrirxl Inrpector Town of Vail REFERENCE: Liftida OrrJob il4082 tJl/E AFE SENOING YotJ THE FOL!-OWING ITEMS: (R ATTACT{E]D ( } UNDEF SEPARATF GOVER VtA ( FAX {xlst{opDRAWINGS ( )pHrNts ( )f,FpRODuCtgLEs i ) SPECIFICATICINS 0() S* Eehw coPtEs ISs9lJpI ffevic€d Elrclrical Foom LayoutI T}IEEIE AFE THANSII|ITTED AS CHECKED BELOW: ( ) FOR AFPROVAL ( ) AppBovEo As $TJFM|TTED (x) FoR youR usE ( ) AppRov€o As htoTED il AS REOUESTED { ) REruRHED FOR CORRECTIONS (n HEr/tEw ANO COMMEMT ( ) REMAHKS: cc: Danny Swerlfeg,er.Gwathmqf Prrtt Schuhz Archhecls E F!f,ID{Fltnnf,} /1 1!Ft,I+trF}*t'l?fiF{fB$.r1ii r!,r1 - BYr .Vrt.,"t rr1 .t--f C".if -F-*l PrRE FUSE ; t-i ic,rtfrgr_-__-__ _f | |L{l .,if iffii$ffi;--*..m.rrr-rs-ori -rFi: i$fl { i gr*tr $r'rg$$o.{ -*E I**_!E Iftl -tar{IE$usuil | | IrEBn{AL f : ll arcrflc^r L-J IRo0r f: ll -rAFr rErrFroilE | _ | IlEn.xa- l*l I/-Ittrr ^CcEsS l-{ |/ csrrRf,. prAfl | | t /-!t[.***'" | | Iil-r. l-'1 Iil \ | rl-ll \ l' lr /p. U, fr, PERMIT NUMBER OF PROJECT TOWN OF VAIL 479-2138 JOB NAME MON CALLER DATE READY FOR LOCATION: INSPECTION:TUES WED THUR FRI 2r'#t<- EUILDING: tr FOOTINGS / STEEL PLUMEING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEE- O FRAMING - ROOF & SHEER " PLYWooo NATLTNG tr GAS PIPING tr INSULATION POOL / H. TUB tr SHEETROCK NAIL tr FINAL tr HEATING r] ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR E FINAL tr DISAPPROVED tr REINSPECTION REOUIRED COBRECTIONS: DATE INSPECTOR R,fl, Nelson S Hs.soc. _.,!,iEETINc rD:13034765665a 13 :55 No . 003 P .02 \SEP 1?'O o B,A.NELSON CyASSOC|ATES, lNC. PHONE RECORD _.-,*.._MEl'|oRAN DUl.t PRo'l Ect t - hF-fsr-s- g-__-, --.' . --. pno,rgc r No . -..-{-alk -tle=-€-:l ATTD$DINC ! rc'.- g{rn.ur-{ !\er-Lg .: .___Z.g.V--__.._.___ey,b:S gtEE rt{ E\_ -" €Hrr-r-t -=rrs.ls-: _GEta$ril{r rg___- _-lTte h,r,re"_ParH __O--6on"E SBtst(___\r/r wcilaD_ Rg+*Sef . . -.E Ee,ru. r Ss r o A\ . -_ aE...,. *D-lp__-l?or - ter o R ts. _. ' -ffi-.-Ut€-- ult+.,;fuig".tJ,t TE At;g,1a_ ifXE--sesT --cH. -TA-KI r.lo--Do rou". :rr{ E {+Jeo}.r,il Hcn / -.Ra n.;teuttd.lT fuA_fAe_ utilTd.,. -----:E=---r.t",n*f--qlDertsrt*rtD r d6 z/+r ..-Trtt*,_.. I . rtnruxs fu, ghrr- P.O, Drowcr 5400. Avon, Colomdo Bl620 . 303.g4g-SlO? . rut 303.g4g-4379 $(A wm lrL aq Uuk, 1-D.TO: TEMORANDUM Planning and Environmental Commission Community Development August 9, 1993 A Equest for a minor amendment to SDD #4, Cascade Vlllage for the Waterford parcels in arca A, descdbed as follows: Th.l p.rl ol [|. 8f, in NE lrl, Sslo|r tg TdrrhF 5 Sqrtr F.ng.8l W.3t ol the sL'| Pnn@l ffi'|, Tdn ol vdt, E|gte cqlmy, colordo, o|citbad || blbm: S.glnnlr€ d r poht on lh. Duth.l|y nghFokry ln of hlrlrb HlCl r€y No. TO rranc. m lur Cn ullh a dardc a$ m|tld|lg the a.|1br of |.ld ssllon l2 b.|'! s 33.10'19' w 1.t 17,q! bet $.ica alono !.ld Duth.dy dghl{|{ry fina two Eune3 1) N 53c5o"9' E 24.66 bet 2) N 71e38'17 E 180.70 beq f|.nce d.paning dd suthciy ngft{l{ay llne N 88'45'5',. E 138.93 lcst lhancc S 4(P45'ta'W 9a.92 bsq ftancc S t8' 19'36'W 54,08 trct th.nc. S 0l?1'36'W 209.@ t-ti h.ncs S 12'07'36'\'V 110.25l|3t tr.na. S 28?8'36'W lel.48,..t ln.|lc€ N 40.1704'W 2t 1.16 |rt tl-ae N 49"42'56' E D7.80 bei; lhenoe N 37c€31'W 95.5e ||.t ffiica S gf6029'W 55.10 het trnoe 69.48 f.6l along the arc ol a noa}bngFnl aurv3 lo the lett hlshg a rrdus ol 65,m bel, r csfltrrl lng|e ol6l"14r|? and ! ctbrd lhal b..rs N 58' 55'53' W 66.22 bet; trnc€ N 3f0O'31' W r 18.50 bet To Th. Tru. Polnt ol Beglnning Oounty ol Ergle, Stale ol Colorado: FROM: DATE: SUBJECT: Applicant: Plannen MECM Enterprises represented by Eustiaquio Cortina and Commercial Federal Savings. Shelly Mello MECM Enterprises, developer of the Waterford/Lifnide projecl in Area A of Cascade Village, has requested several amendments to the existing Speclal Development District No.4. These amendmenls are requested pursuant to chapler 18.40.100 - Amendment Procedures, which provides for minor modifications which are conslstent wih the design crlteria outlined in the SDD section of the zoning code. the Town zoning mde defines "Minor Amendment' as meaning: "[M]odifications to building plans, site or landscape plans that do not alter the basic intent or character of he approved Special Dwelopment Distdct, and are consistent with the design criteria of the SDD chapter. Minor amendmentrs may include, but are limlted to, varlations of not more than five feet to approved sehacks and/ or building fooFrints; changes to landscape or site plans that do not a&erEdy impact pedestdan or vehlcular circulation throughout the throughout he special development district; or cfianges to gross floor area (excluding resldental uses) of not more than 5olo of the approved square footage of retail, office common areas and other non-residential fl@r area." FIL T PLANNING AND ENVIRONMENTAL COMMISSION August 9, 1993 ABSENT STAFF Kristan Pritz Mike Mollica Andy Knudtsen Shelly Mello Jim Curnutte MECM Enterprises, represenled by Eustaquio Cortina and Commercial Federal Savings. Shelly Mello COPY This meeting of the Planning and Environmental Commission was called to order at approximately 2:30 p.m. The PEC decided to skip ahead to ltem #2 on the agenda and approve the minutes later in the meeting. 1. A request for a minor amendment to SDD #4, Cascade Village for the Waterford parcels in area A, described as follows: Thst parl ol ths SW 1/4 NE 1/4, Secion 12, Township 5 South, Range 81 Wesl ol f|€ Sixth Principal Meridian, Town ol Vail, Eagle County. Colorado, descib€d as lollorYsi Beginning at a point on ths south€rly dghi-ot-way line of Interslale Hlghvray No. 70 whence an lron pln wlth a plastic cap marking the centrer ol said S€clion 12 bears S 33't0'18'W 1447.09lest th€n€ slong s8ld solthedy dght-ol-wat, line lwo cou6es 1) N 52"502s' E 22S.66 b€l 2) N 74"38'17' E 160.70 la€t thenca departing said southerly dght{hvay llne N 8a'45'57'E 138.93 teeq ftence S 40'45"14'W 94.32 teet thence S 18' 18'36'W 54.08 teei; 'thence S 01.21'36'W 205.02 leet $encE S 12'07'35'W l 10.25 lgell th€ncs S 28?8'36' W t64.48 teel; thence N 40 '17 04'W 21 l.16 teel; t|€nce N 49042'56' E 97.80 teet; th€nce N 37.09'31'W 95.59 feet thence S 52'50'29'W 55-10l€€t; thenca 69.48l€€t along lhe arc ol a non.lang€nt cu e tolhelglthavlngaradiusol65,00l€st,acentralangleot6l"14'42'andachordthatbearsN53'55'53'W66.22feel;lhenceNST'09'31'W118.50 feel To The True Point ol Beglnnlng, County oi Eagle, Slate ol Colorado; PRESENT Kathy Langenwalter Greg Amsden Diana Donovan Jeff Bowen Dalton Wlliams Allison Lassoe Bill Anderson Applicant: Plannen Shelly Mello made a presentation per the staff memo. She stated that the applicant was proposing two changes to SDD #4. These changes consisted of changing the eastem portion of the building by removing an entrance and revising the landscaping. The second request is to redesign an enclosed mechanical area on the roof of the building. Diana Donovan made a motion to approve this request per the staff memo with Dalton Williams seconding the motion. A 7-0 vote approved this request for a minor amendment to SDD #4, Cascade Village for the Waterford parcels in Area A. 2. A request for a setback variance, a rezoning from Greenbelt Natural Open Space to Single Family Residential, and a minor subdivision to allow for the construction ol a caretaker unit for the Spraddle Creek Subdivision, located at Tract C, Spraddle Creek Estates Subdivision. Planning and Envlronmental Gommlsslon August 9, 1993 iLtrl-t't lQ7ra{-t | ,".? uutr 513l7z THIS ITEM MAY EFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE lS HEREBY GIVEN that the Planning and EnvironmentalCommission of the Town of Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the Town of Vail on May 10, '1993, at 2:00 P.M. in the Town of Vail Municipal Building. Consideration of: : 1. A request for a joint work session with the Design Review Board and the Planning and Environmental Commission to review a request for a conditional use, a paving variance and the cemetery master plan and management plan for the proposed design of the Vail Cemetery to be located in the upper bench of Donovan Park generally located west of the Glen Lyon subdivision and southeast of the Matterhorn nelghborhood. Applicant: Town of Vail $Planner: Andy Knudtsen 2. A request for a landscape variance to allow for the reconstruction of the parking area at the first BanU17 Vail Road/Lot 6, Vail Village 2nd Filing. , Applicant: First Bank of VailPlanner: Andy Knudtsen 3. A request for a conditional use to allow tee-pees to be used in conlunction with Vait Associates summer programs to be located adjacent to the Base of Chair 8, Tract A, r Lionshead 1st Filing. Applicant: Vail Associate'sPlanner: Jim Curnutte 4. A request for wall height variances to allow for the construction of a driveway to the residence localed at 2346 Cortina Lane/Lot 4, Block A, Vail Ridge. Applicant: Arno BrinkmanPlanner: Tim Devlin 5. A request tor setback and site coverage variances to allow tor the construction of an addition and a garage located at 2409 Chamonix Road/Lot 19, Block A, Vail das Schone Filing No. 1. Applicant: Anneliese TaytorPlanner: Shelly Mello 6. A request for a front setback variance and a site coverage variance to allow the construction ol a garage located at Lot 26, Block 7, Vail Village 1st Filing/165 Forest Road. 1 1. A request for a conditional use to allow furniture sales at the Cascade Crossing Building located at 1031 South Frontage Road WesUan unplatted parcel located west of the Vail Associates maintenance shop. Applicant: paul Anderson Collection, Ltd.Planner: Andy Knudtsen 12. A request for a minor subdivision and an amendmenl to a previous PEC recommendation for approval of a major amendment to Cascade Village. SDD #4, Area A, Millrace lll, 1335 Westhaven Drive, Cascade Village, more specifically described as follows: A Fn ot tle SW !4 NE /r, S€ction 12, Township 5 Souh, Rang€ 8t Wo6t ot |hs 6rh P.M.. describ€d as bllows: Bgohnlng 8t a point ot lhe North.South c6 €rline ot said Sedlon I ? wh€nce an iron lin with a plas$c cap ma'tirE th3 ccnlg| ot said Socton 12 b€a|t S0e385fiw 455.G f6et lhenca along 6ald c€nlerlin€ NOO.3s56€ tz2.8r feer lo tls 3ourhrty ROl, llne ol l-70: lisnce d€paning said ROW llne N6€59'25'E 39.15 l€el rhencs d€psrring said ROW line S8r"23'1yE 185.42 t€er lo a poinr ol curve: firnco 122.tlo l€el along lho arc of € 1/a3.m loot Edirjs crrrvg lo th€ lafl havlnol-g cantral anglg of a9€tt85t' and a chord fhal b€s|s St5"57'45'E t19.10 fe€l; fisnce S4Oo3?10'E 3.OO tee! $enco 66.30 laer elono lh€ arc ol s 77,21 loor redius cu/v€ lo lh€ rlghl. having 6 central cngls ot 49.'t 2'i0- and e chord that besrs S15o55'05'E 64.28 ts€l; thsnc. S8"40m'W gO.?7 lecf thence N38"42?4''W 22,t.55 fo€l: rhsnco S78.iO?Z'W 1O1.44 t€€t ro |he Polnr ol B€Ohning. Applicant: Michael LauterlrachPlanner: Jim Curnutte PUBLIC NOTICE NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the Town of Vail on May 10, 1993 at 2:00 p.m. in the Town of Vail Municipal Building. According to Section 18.40.100 of the Town of Vail Municipal Code, notice is hereby given of consideration to: 1. A request for a minor amendment to SDD #4, Cascade Village for the Waterford parcel in area A, described as follows: That pan of lh€ SW 1/4 NE 1/4, Secion 12. Township 5 Sourh, Range 81 W€sr ol lhs Sixth Principal Morldian, Town of Vail, Eagle County, Colorado, d€scrib€d as lol10$/61 Boginning at a point on lhe southedy right-ol-way lins ol Inlerslals Highway Ng. 70 whenc€ an iron pin wilh a plaslic cap marking lhe c€nler of sald Seclion l2 b€ars S 33"10 19" W 1447.03 feel; lhence along said south€rly rightol-way line two courses 1)N 52o5O'29" E 229.56 fser 2) N 74'38'12' E 160.70 fe€l; thgnce depanino said soulherly righl-ot-way line N 88"45'57'E 138.93 f€et; lhence S 40"45'14" W 94.32 f€el; thence S 18" lS'36" W 54,08 f661; lhence S 01"21 36" W 205.02 te€l; rhence S 12"07'36" W 110.25 feet; rhenc€ S 28"28'36" W 164.48 f€sl; thence N 40 "17'04" W 211.16 t€61; thenc€ N 49042'56" E 97.80 leel: thence N 37"0931" W 95.5S 166l; thonco S 5?"50'29" W 55.10 fe€l: lhsnco 69.48 leel aiong lhe arc ol a non-tangenr qrrve to th€ l€lt having a radius ol 65.00 t€et. a cenlral angl€ of 61"'14'42- and a chord thar b€ars N 58" 55'53" W 66.22 feeti thenco N 3f09'31" W 1 18.50 fe6l To The True Point ol Beginning, Counly of Eagls, Slal€ ot Colorado: Applicant: Planner: MECM Enterprises represented by Eustaquio Cortina Shelly Mello This application is to make changes to the approved development plan including changes to the site plan, building elevations and landscape plan for the Waterford site. The application and information about the approval is available for public review in the Community Development Department office. Town of Vail Community Development Department ur ..tF.: .bo :4 i.rl .i".:; :,'t;;-.i'". ..f1.';....': . .'t :-'.'r,il". 'l i S.:;,- r"i.:. ,ii,i i ::. i.:;i'.,!e. - ,i..:- .,"1- Timothy Pennington lll Leslie Bryant Findell Howard & Catherine Stone Brentwood Associates 795 Cielo Lane 12121 l/Vilshire, #1201 11150 Santa Monica Blvd, #1200 Evergreen, CO 80,+39 Los Angeles, CA 90025 Los Angeles, CA 90025 James White 631 Voltz N. Northbrook, lL 60062 Carol Schmidt, Custodian S.E. & M.G. Schmidt, Custodians 55 Mead Lane Englewood, CO 80110 Ann Brock P.O. Box 847 Vail, CO 81658 Stanley Beard 2121 N Frontage Rd, #210 Vail, GO 81657 Westin Resort 1300 Westhaven Drive Vail, CO 81657 EXOHO Assoc Ltd Partnership Mr. Rich Perske c/o 1st American Savings Bank Colorado Department of Trans. Attention: K. Womack P.O. Box 2107 P.O. Box 878 Grand Junction, CO 81502 Ft. Smith, AK 72902 Seattle lst National Bank do Steven Salyer P.O. Box 3586 Seattle, WA 98124 Frederick Green P.O. Box 1308 Vail, CO 81658 Cascade Club Limited 1295 Westhaven Drive Vail, CO 81657 '1 /aelqs -cctdac-a-vts SLrt o,1 <J \ tl THIS ITEM MAY EFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the Town of Vail on August 9, 1993, at 2:00 P.M. in the Town of Vail Municipal Building. Consideration of: 1. A request for a major exterior alteration in CCl, for an addition and exterior upgrades to the Cyranos Building, located at 298 Hanson Ranch Road/Lot C, Block 2, Vail Village 1st Filing. Applicant Margretla B. ParksPlanner: MiKe MoIIica TABLED INDEFINITELY 2. A request for a setback variance, a rezoning from Greenbelt Natural Open Space to Single Family Residential, and a minor subdivision to allow for the construction of a caretaker unit for the Spraddle Creek SuMivision, located at Tract C, Spraddle Creek Subdivision. Applicant SBC Development CorporationPlanner: Mike Mollica 3. A request for an amendment to the approved development plan and a minor subdivision for the Briar Patch Condominiums, located at 1390 Buffehr Creek Road/Lot F, Lions Ridge Subdivision Filing No. 2. Applicant: Briar Patch Condominium Association, represented by David LeachPlanner: Shelly Mello 4. A request for a worksession for a proposed major subdivision (Trappefs Ridge) to. create lhirly-three Hillside Residential lots to be located on Lot 8, Block C, Vail Ridge and Lols 16, 19, and21, Section 14, Township 5 Soulh, Range 81 West, generally located norih of l-70 and west of the Vail Ridge Subdivision. Applicant John Ulbrich, represenied by Gateway Developnrent, lrrc, (Gary Arthur)Planner: Jim Curnutte ,, 5. A request for a worksession for a minor subdivision, a request for a variance from Section 18.13.050 buildable area, and a request for a rezoning from High Density Multi-Family to Primary/Secondary Residential zone district for a property located at Lot 4, Block 3, Bighom Subdivision Filing No. 3/4333 Bighom Road. Applicant BAB PartnershipPlannen Andy Knudtsen o A request for a minor amendment to SDD #4, Cascade Village for the Waterford parcels in area A, described as follows: That part ol the SW 1./4 NE 1/4, Sec$cn 12, To*iship 5 South, Fange 8t Wesl ol lhe Slxth Principal Meddi.n. Tovvn ol Vajl, E8glr Colnty, Colorudo. describ€d as lollows: Eeginning at a poinl on rh6 soulherly .ighl-olway tino ol Intefsla€ Highway No. 70 whence an i.on pin with a plasliq cap mafkjng the cenier ol Eajd Section 12 bea6 S 33'10'19'W 1447.03 ts€t &€nc€ along leid Eoulh€fly light{l-way lin€ lwo cours€s l) N 52'5029' E 229.66 t€el 2) N 71'38'17' E 160.70 leel lh€nca depadhg said southerty right-ot-rYay tin€ N 68.45'57' E t38.93 leet th€nce S 40'45'14'W 94.32 fe€t th€ncr S 18' 18'35'W 54.08 lesl: thenc€ S 0t?t'36' W 205.02 tcet treica S r2:07'36'W 110.25 |€et rh€nc€ S 28'28'36'w 164.48|e€t lh€nc€ N 40 't7 0{' W 211.16 lerl rhence N 49.42 56' E 97.80 teeq rhence N 37.09'3r' W 95.59 16€! thence S 52'50 ?9'W 5510leet heDce 69.48le€! aloig tho a.c ot a non- lang€it curve 1o the l€tl having a radlus ot 65.00 lee! a cenral angl€ ol 6l'14'42' and a cho.d tr|at bears N 58' 55 53' W 66.22 le€l $€no€ N 37'09 31' W | 18.50 teel To The True Point ol Beginning, CoJnV ot Eagle, S'.alo ol Colorado; .a 7.A request for the establishment of an SDD to allow the redevelopment of the Cornice Building and a request for a conditional use permit to allow the construction of three Type lV employee housing units, located at 362 Vail Valley Drive and more specifically described as follows: A part of Tract "8" and a part of Mill Cfe€k Boad, Vail Village, First Filing, County of Eagle, Slale ol Colorado, more particularly described as follows: Commencing at lhe Northeast corner of Vail Village, Fhst Filing; thence Norlh 79'46'00" West along lh€ Southerty line of U.S. Highrvay No. 6 a distance ot 367.06 feet lo the Northeast corner ol said Tract "8"; thenca South 10o14'OO" West along the Easterty line ol said Tract "8"; a distance ol 198.31 leet lo the Southeasterly corner ol said Tract "8"; thence North 79'46'00" Vy'est along the Southerly line of sald Tract "B' a distance of 100.00 teel to the true polnt ol beginning thenc€ North 09"10'07'Wesl a dislance ol 41.67 feet: thence South 88o27't1'West a dislancE of 75.21 {eet: thence South 27'13'37" East a distancg ol 77.37 leeli thence North 57o24'0O" East a disianco of 55.1 1 feet, morE or less to thE lru€ point ol beginning. Applicant: Planner: Applicant: Planner: Applicant: Planner MECM Enterprises, represented by Eustaquio Cortina and Commercial Federal Savings. Shelly Mello David Smith Jim Curnutte Vail Associates, Inc., represented by Tim Kehoe Tim Devlin : at.A request for a major exterior alteration to allow for a retail expansion and a request to amend a previously approved Conditional Use Permit for an existing "Television Station" at the Sunbird Lodge, located at 675 Lionshead Place/Lot 2, Block 1, Vail Lionshead 3rd Filing. PLEASB I,{AKE CHE TOWN OF VAJL D EPA RT;\{E}iT OF COM]VII.JNITY D EVEL O P}TDNT . S.\LES ACTION FOR}{ FRONTAGE ROAD 0t 00004t540 ZCI\T\C .c,ND ADDR.ESS litAPS 01 0000 424 t5 LINITOL\{ B UILDI\G COD E 0t 0000 {2415 UMFOfu\,I PI-U]'T8 DIG CODE 0l 0000424r5 .l UMFOR-\.| tr{EcHl}'IcALcoDE 0l 00004?{15 UNIFOfu\{ FIRE CODE 0l 0000.r2il5 N,\TIONAL ELECTRICAL CODE 0l m00.r24r5 OTIIER, CODE DOOKS 010000.1t543 BLUE PR,DTTS 6IYLA 0l 0000 {24 t2 ):EROX COPES / sTUDIts 0r 00co 42371 PENAI.TY FEES / RE.bISPECNONS 0l 0r'Jc0{t332 PL,L\ REVINV RE.CI.IECK R:E [S<O PE.C, HR.I 0l 0000 42323 OFF I{OURS NSPECT]ON FEEJ 0l 000011,.t l2 CONTL\ CTO RS L' CL\S ES FTIX 0t 0000{330 S]GN APPLICATION FEE.0r 0000414r3 0l 0000414t3 ADDITIONAIJ SIGNACE '!E ISI.OO PER SO,IT. \TC ART PROJECT DONAT]ON 0t 0cs0 ,{ r 33l PRE PAJD DESIGN REVIEW BOARD FEE 0t 0o0o4z4L2 BUILDING-CONSTRUCT]ON PERMIT COI{PUTER DI 0l 0000 42371 rNVEsrrcATroN rEE (BUTLDING) I 'roro, our, 0l c'0cr0 41330 0t 0000.1t 330 0t 0cr00 .t 1330 S PECIA L DEVELOP},IE.VI' DI 0l 0000 a 1;136 I SPECTAL D 0l 0!,100 4l DIv'lsloN 0l 0000 .r 1330 | zoMNc coDE ;,va'Dhr * * * ,3 * * * * * I Timothy Pennington lll Leslie Bryant Findell Howard & Catherine Stone Brentwood Associates 795 Cielo Lane 12121 Wlshire, #1201 11150 Santa Monica Blvd, #1200 Evergreen, CO 80439 Los Angeles, CA 90025 Los Angeles, CA 90025 James White 631 Voltz N. Northbrook, lL 60062 Ann Brock P.O. Box 847 Vail, CO 81658 Stanley Beard 2121 N Frontage Rd, #210 Vail, CO 81657 CarolSchmidt, Custodlan Westin Rssort S.E. & M.G. Schmldt, Custodians 1300 Westhaven Drive 55 Mead Lane Vail, CO 81657 Englewood, CO 80110 EXOHO Assoc Ltl Partnership Mr. Rich Perske c/o 1st American Savings Bank Colorado Department of Trans. Attention: K. Womack P.O. Box 2107 P.O. Box 878 Grand Junction, CO 81502 Fr. Smirh, AK 72902 Seattle 1st National Bank c/o Steven Salyer P.O. Box 3586 Seatde, WA 98124 Frederick Green P.O. Box 1308 Vail, CO 81658 Gascade Club Limited 1295 Westhaven Drive Vail, CO 81657 llrtLq= -a%&o!-nr-S t3D't cLJ tf\ ; THIS ITEM MAY EFFECT YOUR PROPERW PUBLIC NOTICE NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of lhe Town of Vailwill hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the Town of Vail on July 26, 1993, at 2:00 P.M. in the Town of Vail Municipal Building. Consideration of: 1. A clarification of the subdivision process regarding payment of taxes. Planner: Mike Mollica 2. A request for a minor amendment to SDD #4, Cascade Village for the Waterford parcels in area A, described as follows: Ibat part of u|e SW lA NE rA. S€cdon 1a toyrnshlp 5 Sourh. Rang€ 81 Wost ot rhe Slrrh Prlnclpal M€ridbn, To,vn of V8ll, Eaglo County, Colorgdo. d6c.ibed es follows: B€inr rE at a polnt on th€ gouthorly righr.ot-yray llne of hterslale tl/Ohway No. 70 vhenc€ lron Fn wlth a dastic cap Faddng fie csrlet ol said Socilon 12 bd6 S 33'10tf W 1,t47,03 te€l; fionce along sajd south€rly dght-ot.tyay lln€ trYo cour8€3 'l! N 5f50?9," E 229.66 t€et 2) N 74"3E t?' E 160.70 iesr; lh€oc€ depenlng said south€dy rlght{f-way tln€ N 88P4557 E 138.93 teoti thsnoe S 4('"45'14' W 94.32 loet lhence S i8" 1836' W f'4.08 t€€t; thonca S 01?136'W205.02 teeii thenca S 12"0736. W 110.25 f€ct: thonc€ S ?8?456'W 16a.,18 te€t; thcnca N.lo "1n,1'W 211.16 fe3l: rhencoN4g"42SfEgT.EobctithenceN3f0g'31'W95.59tset;lhencoS5f5o'29W55.10fe€!:fisnc€69.48to€lslongth€arcolano.r- lanoonl oirvs b the l6tl havino a radlus ol65.m be! a conral angl€ of 61"14'4U and a chord fial b€ars N 58o 55'9'3'W 56.22 fsst th9ncs N 3f(x)'31' W 1tE,5O leol To Th€ True Point ot B€ginnlno, Counly ol Eaglo, Slal€ of Colo.Bdo; Applicant: MECM Enterprises represented by Eustaquio Cortina and Commercial Federal Savings.Planner: Shelly Mello 3. A request for a minor exterior alteration to allow an expansion to a residential unit at the Red Uon/Lots E, F, G and H, Block 5-A, Vail Village lst Filing/304 Bridge Street. Applicant Aagje NoursePlanner: Jim Curnutte 4. A request for a moditication to the conditional use for the snow dump to allow an expansion of the road located at 1309 Vail Valley Drive/an unplatted parcel located west of the Town of Vail shops. Appllcant: Town of VailPlanner: Andy Knudtsen 5. A request for a variance to allow a deck to encroach into a setback for a residence located at Lot 14, Bighorn 2nd Filing/3876 Lupine Drive. Applicants: Eric and Susan SipfPlanner: Andy Knudtsen I Southoasterty corner of sald Tract '8"; thencs North 79"46'00' W€st along lho Soulherly line of sald Tract 'B' a distanco of 100.00 t€et to the true point ot beginning lhence North 09"10'07" West a distanc€ of 41.67 l€el; th€nce South 88"27'11'W€st a dlslance ot 75.21 te€t; thencE Sor.lh 27"1337'East a distance of T7.37 teeti thenc€ North tl'24'OO" East a distance ol 55.11 feet, more or less to rhe true point of beginning. Applicant: David SmithPlanner: Jim Curnutte 10. A request for a conditional use permit and a landscape variance to allow an expansion of the Vail Associates vehicle maintenance shop located at lhe NW 1/4 NW 1/4 Section 7 and the SW 1/4 SW 1/4 Section 6, Township 5 South Range 80 W of the 60th P.M.A/ail Associates. Applicant: VailAssociatesPlanner: Jim Curnutte NELSON/ZEEB CONST MEETING ID r 1-303-8458956 .__PH0NE RECoRD Hefgo n / Z&C Conrtrustlon Go. Inc. Drawer5400 Avon, Colorado gt620ptrone 303/949-S152 Fax: 303-949_4379 JUN 23'93 11:53 N0.002 P.01 IIlEMORANDUM PROJTCT: SUEJECT: ATTENDING: TO; PRoJEcr uo.:_,,Q3!lA oeru: f+:43-{3 _ coprEs ro: AfrtqE , Frhe L'I-C5V,,,t\lg,c'\" .'-eee r I o, ..1 e E on N c rso N onstructi o ZEE Compan B v June 2, L993 Dan Stanek SOWN OF VATL BUTLDING DEPART'ITENT 111 South Frontage Roadvail, Colorado 8L657 Dear Dan; f an writing in regard to our Liftside Project at Cascade Village.It is ny understanding that one of the last requirements prior tothe issuance of the Building Permit is a staging plan forconstruction. I have subnitted and have been approved on a traffic control planthat allows me to erect rrJersey Barricadesrt at the cuI-de-sac areaof Westhaven Drive. This wiLl be our unloading area for snallshipnents of material and will. be the extent of off-site storage and handling. It is our intent to excavate the rrparking area$ of the building an&to use this area for our storage and laydown area, thus aLl of ourmaterial is etored on site. ff you have any questions or need further clarification, please donot hesitate to caII me. Drawer 5400 . Avon, Colorado 81 620 . 303-9 49-5152 . F ax 3O3-949-437 9 June 4, 1993 Mr. Dan Stanek Town of Vail Building Department 75 South Frontage Road WestVail, CO 81657 i:5; Re: Liftside STC Rating of Party Walls Dear Dan: This letter is j.n response to your reguest to see an STC ratingfor party walls at our Liftside project. I have reviewedseveral publications and have not found a tested assembly that matches the one we propose. Our assembly (see attached copy) meets the Buildi.ng Department's reguirements for a party wall 1nthat it provides a 1-hour separation from both units rather thanjust a 1-hour wall. I feel this is a superior assenbly but,unfortunately, 1t has not been tested for sound transmission. The Uniform Building Code reguires an STC rating of 50 for wallsseparating units. In my search to find a rating for our assembly, I did find a similar but lesser assembly with a rating near to what is reguired (see attached copy of assembly GA No.WPl080). This assembly includes a single 3-5/8" metal stud with two layers of 5/8" type "X" drywall on one side and one layer onthe other with fu1] batt insulation for a raLing of 49. Our assembly includes a 6" metal stud with 5/8'r type "X" drywall on each side with fulI batt insulation, as weII as a second 6" stud and one layer of 5/8" type "x" drywall with a gap between walls that varies at each condition (see attached copies of differentconditions). It is our opinion that the added 2-1 /2tt ofinsulation due to our 6" studs coupled with the 6" plus air space created by our second stud wa1l more than makes up thedifference of the required STC of 50 and the STC of 49 achieved by the WP1 080 assembly. !tr. Dan Stanek June 4, 1993 Page 2 Please call if you haveinfornation. Sincerely, to: Rlck Agett Frank Freyer any guestions or require additional- ARCHITECTS, P.C. ( TYPF--,C\t ) sEE sHulb ??'ffi -"i+"8'l?ztsi!i%il,es 5&S'&ils.t!fg!D F r rlrxrlAsa , r t7, ttExFPIII NA AT i;Hrrwffii 5iF- .i ; "$il'P',El'iffi bii?' S SH,AT1Y6L' PAFTITIONUL DESIEN U492src 52 at lxltale tl}{ltrl9 tPrEB (a,ittt ' ial9.C, (F I rLOtol-PlE 8P!C3. ErFS 8YEIA, Ag lPlctFtEO 3f i'Ii$;'tiirElH,Eri"" ;iiFffi,"Sfui;ilF'R^r'|r€' fffFhFu,bl,,_or"tr{ F I E.eLAse 9,S& nisgEriflic r f,$lffi#fFffiix,#ff:l,i IXTEPIfi YXALLOESIGN U472 (SIM) 6€ SrLL -8 | Zt A3 iE?EO t5 eAUG | !rA' tf?L StuDF|J9P l X€| 7 tt. O.C. - t6it dj"&fi&Eii.Ll?r rolEli FrP! ruLL OTPTI{ INSULAT IOI-lYPt ll r(rtEo 6 I'IL FC'LTETTYLEfiEVAPF t^Eg | !|l oirE LAYTE gra' trP? X oeYrrarL '.- SI*ilBl?E'5'li' rE8''li'i6!l'l?'o"',TO gtUOA Y, l' TrP! a SCPEIT€| AT l?,i ' 8l""i"t33S.rExluPE ANo it re ro rN6uL'N ag SPECIFtEo--- lvE? _:ar/|Pe:CF l\C,'llrP VEMBQA\E t! clr.Bt I ora' ltTL tn.DtuEE I t\F Ar 16. O,C, - r€tERIEP I iF aHILL t€t tctuct{ FAcftt cat&rctr ulLL FULL Or;Ys tX3UrAt tor{-TYFG IS I{OTEO 6 rfl L FOt YEfl.fTLEEvAfc rrtE ltt C'G LAYE9 "t' TYP! X MWIAI.LaT !x!to! | l/2. eceta PActFtcp!xq:3!!ELD a! IrLlo uLLSr- aTyaat{!9 tTLDl 11 !' tYPr I ICEI}G Attt' o.c. - T tE. tEtTuar at\,tDFINI AH PEP 8PEC6 EIFS AT @ttIC UALLS 1ryJ CO|I' lt|-l-Slzl A€ lrF lO 2C €All€l | 3fa. rTL !?uDftjPg I l,rc at t6. o.c.. r€rtaJcl I lrc 3l{LL asT tclxl. trct(F C(l|Cal?r $lt|- aJLl ocP?rr l l€r[ rrdr-TY'G AI II'TTD OIE LAYEI 6/t' 'TFE I OEII5LL( r r2' ccoeeta PrctFtc D!N6-gt{tlLDAT lr|.lo $ttlat- AtllcH toSlugt ', l' ItPl S tCnala Attr o,c,- 'APE, ?EXtUgE altDF tx t6tt PGg 5PEC6 feeroc PAprtrtor{. oEsreN U465lc 49 sarE FU9eEo cot|sTRUCT tC!.,1 aTarE6si:- -\t: aF ::!o !,.._! ffiil^tri*?offi-*'*offi-" SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GYPSUM WALLBOAFD. METAL STUDS One layer 5/8" type X gypsum wallboard or ven€er base applied parallel to each side ot 35/s" metal studs 24" o.c. with 1" Type S drywall screws 8" o.c. to Bdges and vertical ioints and 12" o.c. to intermediate studs. Face layer 5/8" lype X gypsum wallboard or veneer bas€ applied on one side parallelto studs with 1s/s" Type S drywall screws 8" o.c. to edges and sides and 12" o.c. to intermediate studs. Apply t72' 6""0. of laminating compound 2" o.c. to full field of tace layer. Stagger joinls 24" o.c. sach layer and side. Sound tested with 31/2" glass fiber in stud space. (NLB) it \t, V Thickness: 5112" Limiting Height: Refer to Section Vl Approx, Weight: 8 psf Fire Test: OSU T-3240, 10-1-65 Sound Test: RAL TL 77-12, 1 0-8- GA FILE NO. WP 1O8O GYPSUM PLASTER, GYPSUM LATH, METALSTUDS Base layef 3/s" proprietary trype X gypsum lalh attached horizontally lo metal studs spaced 16" o.c. using 1" long Type S drywallscrews spaced 8" o.c. Face layer minimum 746" thick ol proprietary l:2 sanded gypsum basecoat plaster and r/16" thick lime-gauging finish. Sound tested with 1" lhick mineral wool bans. (NLA) PBOPRIETARY GYPSUM LATH g/e" FoCKLATFP PlasteLBase, FIRECOD6e Core Thickness: 411c" Limiting Height: Reter to Manufacturer Approx. Weight: 15 psf Fire Test: UL R131 9, 12'.12-90, Design Sound Test: CK 664-17, 4-1-66 cK 664-18, 4-6-66 GA FILE NO. WP 1085 1 HOUR 45 to 49 FSTG Thickness: 3r/8" Limiting Height: Refer to Section Vl Approx. Weight: 7 psf Fire Tesl: UC, 12-28-65 sound Test: Acl 7-1152019c, 12-29-65 GYPSUM WALLBOARD, METAL STUDS Base layer tA" gypsum wallboard applied parallel to each side of 15/8" metal studs 24" o.c. with 1" Type S drywall scrsws 24. o.c. to edges and 36" o'c. to intermediate studs Face layei 1/2" type X gypsum wallboard or veneer base applied on each side parallel to studs wilh 1 s/8' Type S drywall screws 12" o.c' Staggerjoinls 24" o.c. each layer and side. (NLB) GA FILE NO. WP 1O9O r;Iu. utul,l ! Thickness: 35/e" Limiting Height: Refer to Section Vl Approx. Weight: 9 pst Fire Test: UC. 9 21-64 sound Tesl: KG 374, 6-24-66 GYPSUM WALLBOARD, METAL STUDS Base laver 1/2', reoular qypsum wallboard or veneer base applied parallel lo each side ;l1s/8" fietal stud; ea" d.C. with r "Type S drywallscrews 12" o'c Face layer 1/2" regular gypsum wallpoard or veneer base applied on each side parallel to studs with 15/8" Type Sitywaff siie,rs 12" o.c. Stagger jdii'ts 24" o.c. each layer and side' (NLB) GA FILE NO. WP 1110 o 0 *Contact the manulacturer lor more detailed intormalion on proprietary products r i-l I 5 AP:A PEOV r DiWATEPPPOOF ING AND 3r3lE^?5"9$X?""' n:PPOV IDE WATEPPPOOEAT WALLS - --J l. T I 31'-4' : Liui'.j g lggj INTEPIOP PAPTlTIO.IUL DES IGN U465STC 40 25 eAUeE UTL SltO FCAATIIIGt6' o.c. - STUD S|ZE PER O ONE LAYEP 5,/C' TYPE X OPYAT EACH SIDI. ATTACH TO E*/ l' TYPE S OnYwrl L 6CPEa' O.C, (PEClllElEP) At'lD I I STAC€GE JOtirtS Ar EA€ll 9lIAPE , TEXTUPE AND FINISH@ T SEALANT A1 PEC IT,!E'EE 2t' -a ;.1, . !-j . o'L co c vtALL-s|zE As t{c' o //a// /r*r.u4enzr/rr - /Z . Tzi e-/ tn: - /- / u., 7/**f /-Lq/ot* /e stz# ,r2rA /, 4l-"/ ,^,1, *t r /o.u aj.? (,*t/ , rVngof +fu sr'N rs & f"JJ - s/rp, Tle maef is /g" il,ot oA zo*/. t,"!n. 77-te'-?{-hort)t4tuz / "T--__-- /+ TOWN OF VAIL STREET CUT PERMIT worusfo* *."'',11Zt\*; ;; -r.r.r*,a pEnnrrr.o. 0024 8,-t Conlrtlo/r sgpy lo b. k.pl on loDtlt . t. z 3. WATERFORD TRACT, UANSFIELD SITE @ CASCADE VILLAGE STAN MILLER EXCAVATING PO BOX 804 BRECKENRIDGE, PormllFi $7s.00 Bllllo: Prid. JAI{EIL TURNBULL vt orwoRKAErcHEo 2 -e'()- ud- -__ _ita ; .- d' APPLICATION FOR TOWN OFVAIL - PUBLIC WAY PERMIT { le / j 3.Start Date Completion Date Gas Electric Telephone Temporary Site Access (Permit Expiration Date) Other4. Workisfor(circreone) 6;D Sewer ilndscaping CATV 5. Trench-width (min. 4') Length Depth Bond Amount $ i L:.c, u Permit Fee $ 15 {tJ Total Permit Fee $]5'oo ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED. Rubber oufriggers are required on excavating equipment when working on asphalt. Asphalt surfaces underneath the bucket shall be protected at all times. A signature below indicates a review of the area and utility locations and approvals. Once all utility company signatures are obtained, permittee has option of routing application through the Public Works office to obtain the necessary Town of Vail signatures. Please allow one week to process. Upper Eagle Valley Water and Sanitation (476-7480) Public Service Company (1 -800-922-1987) PSCO-Natural Gas Group (468-2528) Holy Cross Electric Company (949-5892) U.S. West (1 -800-922-1 987) TCI Cablevision of the Rockies (949-5530) Town of Vail:<- r '- lnigation (479-2161)Electricians (479-217 1) Public Works (479-21 581 -)k- THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. All excavation must be done by hand within 18" of utilities - (Senate Bil 172\. Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing backfill operations. Failure to notify the Town will result in fodefture of bond money. Scheduled inspections which are not ready may result in the Town clarging the contractor a reinspection fee. Date of Signature ATTACH PLAN OF WORK, INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. THIS IS NOT PUBLIC WAY PERMIT! While - Public Works Yellow - Finance Pink - Community Development Gold - Contractor 6. 7. 10. '11. 12. o tect e t Av\o,clil TIFTSIDE PRECONSTRUCTION MEETING MINUTES 5-13-93 ATTENDEES:Danny Swertfeger Frank FreyerJeff At,encio Michael McGeeKristan Pritz Hej.ko Mues Vban Stanek Greg HallShelly Mello Ned Gwathmey David Schreiner Rick Agett Eustaguio Cortina Garry Murrain Tom Sheely GPS Owners Representative TOV Fire Department TOV Fire Department TOV Planning Department Alpine Englneerlng TOV Building Department TOV Engineer TOV Planning Departnent GPS Nelson Zeeb Construction Nelson Zeeb Construction Owner TOV Building Department TOV Police Department T.PURPOSE: TMPROVE COMMUNICATION A. ON-SITE MEETINGS DURING CONSTRUCTTON ACTION: COMMENTS:1. Shelly Me1low indicateilIEESEetings such as todayrs should occur throughout the construction process. II. STEPS FROM NOW TO FTNISH A. BUILDING PERMIT REQUIREMENTS ACTION: She11y Owner Owner COMMENTS: 1. Eustaguio asked Shel1y for the reguirements for employee housing. She indicated that she wouldget him that lnformation immediately. 2. Shelly lndicated that the following information has to be subnltted prior to a buiLding permit being issued; a. A letter of credit for $971000.00 to improve Westhaven Dri.ve .b. A minor subdivision plat showlng the new location for the bike path. Ned Gwathmey polnted out that there may be a problem with Liftside Preconstruction Meetinq May 13, 1993 Page 2 Owner GC GC GC GC the proposed locati-on, that Alpine Engineering is working it out, and the newlocatlon will appear on their p1an.c. Employee housing agreement.d. Greg wants a construction staging plan whichwiLl reflect staging for both sumrner andwinter construction. Rick indicated that bywinter all staging will be within the limitsof construction. e. Greg wants a traffic control p1an. f. Plan showing the relocation of the bus stopis reguired. It was decided that tire busstop could be relocated to the west side ofthe street until construction has beencompleted. The contractor will place it ona concrete pad.g. The Cascade Vtllage sign wiII be relocatedto the west side of the street. TheContractor should verify its locationrelative to private property and get permission to lnstall it.h. Shelly indicated that information to besubnitted should be done so in a timely nanner, giving the Planning Departmentsuffici.ent time to review. Shelly will submit a list of the ridges of which she wants the contractor to verify the height.Rick will subrnit a schedule lndicating the orderin which ridges will be constructed.Kristan lndicated that she wants the ridge requlrements coordinated with the Contractor, Planning Department, and the Surveyor. B. ILC ACTION: COMMENTS:1. The scheduling of the IL,C was discussed. ft waspointed out that not all the rldges will be inplace when framing starts,2. It was decided that not all ridges have to be inplace for framing to slart. She1ly GC 3. 4. E c. Tco ACTION: COMMENTS:1. Shelly indicated that iTffi-of credit will be reguired to cover any work remalning when the TCO is issued. Liftside Preconstruetlon Meetinq May 13, 1993 Page 4 IV. GENERAIJ DISCUSSION A. START OF EXCAVATION ACTION: COMMENIS: 1 . SheIIy indicated that EEEErmit shoutd be ready to issue by May 28, 1993.2. Dan Stanek indicated that the initlal permit would not include plumbing, mechanical or efectrical.3. Ned pointed out that DRB approval could be in hand by May 19, 1993, and wanted to know lhether it would be possible for excavation to start atthat point. 4. It was decided that this could happen, but the following items would have to be submitted in advance:Owner a. A regrading and revegetation plan showing how the site will be left should the project not go ahead.Owner b. A letter of credit will have to be subnittedto cover the cost for regrading and revegetation. ft should be based on theprojected cost to excavate to a specific elevation, rather than to a given date. An attached cost estimate is required. The cost to remove and reinstall all existingtrees should be included.c. Excavation will stop if a permit has not been issued by the time excavation has reached the agreed upon elevation.cC d. Gary wants an engineered shoring plan prior to the start of excavation. Rick indicatedthat he wiII have a soils report and shoringplan by May 19, 1993.e. Prior to the start of excavation, Mike McGee wanLs the issue of the exlsting water line which crosses the site, resolved with Upper Eag1e Valley Water District. He wIlf try to set up a meeting with all the players for Monday, t{,ay 1'7 , 1993, at 11 :00 am. B. CONSTRUCTION ACTION: COMMENTS:RiEk- 1 . Gary needs elevator pri-ns snowing all the eguipment. These plans are reviewed by a separate agency. Danny indicated that the Liftside Preconstruction Meeting May '1 3, 1 993 Page 5 elevator supplier will provide thisinformation. RIck indicated he will coordinate this with the elevator supplier when one has been selected.2. Gary indicated he will expect testing by an lndependent company for steel , bolted connections, welded connections, concrete and fireproofing.3. Gary indicated that he intends to have an inspector on the job for one to two hours each day once construction ls in full swing. 4. Mlke wants to meet with the sprinkler and alarm system lnstallers once they have been selected. Rick indicated that these selections should be made by llay 1 9, 1 993.5. l.like subrnitted a package to the contractoroutlining his concerns about the project. 6. Rick belleves that blasting will be required and lL nay be necessary to stop traffic on Interstate 70 as wel-l as the South Frontage Road during blasti.ng.7. Alt special traffic control problems should be coordl.nated with Tom.8. Kristan pointed out the lmportance of coordLnattng building changes with the Town. She made it clear that thts is a special districl which requires that any changes be reviewed and approved.9. Shelly pointed out the importance of submitting proposed changes early to give the Town plenty of time to review and process. 10. Kristan indicated that she and Shelly arefreguently ln meetings and are not alwaysavailable when people call. If an emergencyoccurs, it ls acceptable to ask for them to beinterrupted. 11 . ShelJ.y asked Eustagulo what the status of title to the road was. He indicated that he hopes to have it resolved by July 1, 1993. rf this does not happen, the Town should start condemnationprocedures at that time. '966\ \ t lt$S0f, TELEPHONE CONFERENCE MEMORANDUM Dan Stanek, Town of Vail Building Department Danny Swertfeger May 19, 1993 Liftside - General Questions BETWEEN: DATE: RE: 1. 2. J. Doors C-06 and C-05 to the boot room at Level 43'-3" have to be rated. Both doors at the trash room vestibules have to be 90 minute and have magnetic hold open hardware. The doors lnto the mechanical room directly from the stair towers is acceptable if the doors are 90 minute rated and barriers (gates) are provided at the start of the stair run to these areas. laa yfi copy to: Frank Freyer Henry Pratt Rlck Agett Randy Bexwlnkl.e Dan Staneky' lrr5, t ' r'o o I\ o$t TELEPHONE CONFERENCE MEMORANDUM Dan Stanek, Town of VaiI Building Department Danny Swertfeger May 18, 1993 Liftside - Elevator Pit Drains BETWEEN: DATE: RE: Dan indicated that all elevator pit drains will have to go to sand and grease trap prior to entering the sanitary system. copy to: Frank Freyer Henry Pratt Rick Agett Randy Rexwinlle Dan Staneky' o Fr[[ $$py Jay Peterson, the applicant's representative, updated the PEC concerning the soils test. Jay slated that with regard to the soil test being requested by the PEC, that the track machine could not get on the road and that a cut needed to be made to build access to atlow the machine into that area. He said that the cut will be made in an area where a driveway will eventually be located. Diana Donovan stated that any disturbed areas would need to be regraded and revegetated. Kristan told Jay that the staff would need a letter of credit and a developer's agreement. , 11. A request for a minor amendment to SDD #4, Oascade VillaEe fer the WaTe$0ld * parcels in area A, described as follows: Thar part of rhs SW 1/4 NE 1/4, Secrion I 2, Township 5 South, HanO€ 8 r Wesl ot lhe Slxlh Prlnclpal M€rldlan. Tov/n ol Vall, Eagle county. colorado, describod as lollows: Bsginning al a Fsinl on rhe southerly righl-elway line ol Inlerstale Highwa, No. 70 whence an lron Fin y$lh a dastic cap martirE lh. caoler ol said $ection i2 bears S 33"10'19" W 1447.03 feel: thsnce along said soulherly .ighl-ot-way lins lwo cours€s ;l X ;:.#:??: E i$:i8 liii, thenca deparling said southerly righr-ol-way lin€ N 84"45'57'E 138.93 feer; rhsnc€ S 4f45'14" W 94.32 teet; lhenco S t8' l8tsd W 54,08 test; thence S 01"21'36'W 205.02 fssr; |hence S 12"0736'W llo.25l6ot rhencs S 28"2836'W 164.48 fool; lhenco N,{O "t784'W 211.16lest; thenc€ N 49%256'E 97.80 t€er; rh6nc€ N 37"09'31'W 95.59 f€€r:|hsnc€ S 5f50'29'W 55.10 feef lhenoe 89..18 l€et atong lhe arc ot a non-tanggnt curv€ to th€ lstt having a radius of 65.00 toqt, a canl.al angle o161"14'4f afld a chotd thal b6ars N 58" 55'53' W 66.22 f€et; rhqnce N 37'@'31' W 118.50 leel To Th€ Tru€ Point of B€ginning, Counly of Eagle, Stale ol Colorado; Applicant: MECM Enterprises represented by Eustaquis Gortin*and Commercial Federal Savings.Planner: Shelly Mello Shelly Mello stated that items 1 through 7 on page 2 of the staff memo have been statf approved and stalf did not approve of item 8 and would like the PEC to discuss this ilem. Ned Gwathmey, the architect for this project, stated that he had studied two alternatives and had determined that they would essentially be going back to what was previously approved, but the length of the shed root would be shorter. Greg Amsden stated that the eastern retaining wall needed additional landscaping. Ned Gwathmey stated that the eastern relaining wall would consist of keystone walls and would be landscaped with cinquefoil. Diana Donovan suggested that climbing rose bushes be used on the eastern retaining wall. Ned Gwathmey commented that the existing grade is steep and that the only way in which they could comply with Town regulations was to terrace the retaining wall. Greg Amsden inquired about the size of the trees. Planning and Environmental Commission May 10, 1993 10 >.J' , t Ned Gwathmey responded that lhe trees would be 12 feet, 12 teet,6 feet and 14 feet in height. Kathy Langenwalter suggested that half of the potentillas be replaced with climbing rose bushes. Shelly Mello asked the PEC whether they would like to see landscaping trees on the upper deck. Diana Donovan responded that they would like to see trees on the upper deck. The applicant agreed to placing two evergreens, one 10 loot and one 8 foot evergreen in this location. Kathy Langenwalter made a motion that items 1 through 7 on page 2 of the staff memo be approved per the stalf memo and that item I be approved by the PEC as proposed in the drawing from Gwathmey, Pratt and Schultz dated May 10, 1993. Jeff Bowen seconded the motion and a 6-0 vote approved this request. 12. A request for a work session for a minor subdivision to vacate the lot line between Lots A-1 and A-2, a request for variances from lhe subdivision road standards, wall height standards and to allow parking in the front setback located at Lots A-1 and A-2, BlockA, Lions Ridge Subdivision Filing No. 1/1139 and 1109 Sandstone Drive. Applicant: Michael Lauterbachffhe Reinforced Earth Co. Planner: Shelly Mello TABLED UNTIL MAY 24, 1993 Dalton Williams made a molion to table this request until May 24, 1993 with Jeff . Bowen seconding this motion. A 6-0 vote tabled this item until May 24, 1993. 13. A request for a front setback variance, a wall height variance and a site coverage variance to allow the construction of a garage located at Lot 26, Block 7, Vail Village 1st Filing/l65 Forest Fload. Applicant: Paul Raether Planner: Jim Curnutte TABLED UNTIL MAY 24, 1993 Dalton Williams made a motion to table this request until May 24, 1993 with Jeff Bowen seconding lhis motion. A 5-0 vote tabled this item until May 24, 1993. 14. A request for a conditional use to allow tee-pees to be used in conjunction with Vail Associates summer programs to be located adjacent to the Base of Chair B, Tracts B and D, Lionshead 1st Filing, Applicant: Vail Associates Planner: Jim curnutte TABLED UNTIL MAY 24, 1993 Dalton Williams made a motion to table lhis request until May 24, 1993 with Jeff Planning and Environmenlal Commission MaY 10, 1993 11 I ) TO: FFIOM: DATE: SUBJECT: MEMORANDUM Planning and Environmental Commission Community Development May 10, 1993 A request lor a minor amendment to SDD #4, Cascade Village for the Waterlord parcels in area A, described as follows: lhar pan of ths SW 1,4 NE lA, Strfon 1e, Tolnship 5 Sourh, Fengo 81 W€el of th€ Sixth Princlpsl tl.ridisn, Town of Vell, Eegl€ Counly. €olorsdq d€scribsd as foilo|ps: Bsginning al a poi on tho sourh€rly ri0ht-ot-c|ay lan€ ol Inbrststs Highway No. 70 whnca an iron Fn with a plaEtic crp na hg fio s€nFr ol saki S€clion l2 bsars S 33"10'1Sr W 1447,03 loel; thsnca along said south€rly rbht.ql.uay lin€ tro cou|5o6 1) N 52"50?9 E 229.66 bel 2l N 74"381r E 160.70 teeti lhonce d€panino said soulh€rly righr'ol-way lin€ N 88"45'57'E 138.93 t€eri rh€nc6 S 40"45'14" W 94.32 fs€r; h€ncg S 18" 1E36" W 54.08l€st; rhBncs S 01"ai'36'W 205.02 fe€l: lhsnc€ S 12"07'36" W 110.25 f€€r; rhsnc€ S 2E"28'36" w 104.46 f€ol: thsnc€ N 40 "17'O1'W 211.16 l€€l; lhsnce N 49042'56" E 97.80 t€er; rhsnce N 37"C19"31" W 95.59lseti lhsnca S 5P5O2g" W 55.10leel; lhence 69.4E ls€t along lhe arc ol a non.Enggn! curve ro lhs lett having a radius ol 65.00 fe€1, a c€nral aogl€ 0t 51"14?f and a chord thal b€ars N 58" 55'53- W 66,22 tuer; rh€n€€ N 37"0931" W 1t8.5O le€l To lhe True Poant of B€ginnrng, Counly of Eagls. Ststs ol Colorado: Applicant: Planner: MECM Enterprises represented by Eustaquio Cortina and Commercial Federal Savings. Shelly Mello L DESCRIPTION OF THE REOUEST MECM Enterprises, developer of the Waterford/Littside project in Area A of Cascade Village, has reguesled several amendments to lhe existing Special Development Dislrict No. 4. These amendments are requested pursuant to Chapter 18.40.100 - Amendment Procedures, which provides for minor modiJications which are consistent with the design criteria outlined in the SDD section of the zoning code. the Town zoning code defines "Minor Amendmenf' as meaning: "fM]odilications to building plans, site or landscape plans that do not alter the basic intent or character of the approved Special Development District, and are consistent with the design criteria of the SDD chapter. Minor amendments may include, but are limited to, variations of not more than {ive feet to approved setbacks and/ or building fooFrints; changes to landscape or site plans that do not adversely impact pedestrian or vehicular circulation throughout the throughout lhe special development district; or changes to gross floor area (excluding residential uses) of not more than 5ol" of the approved square footage of retail, office common areas and olher non-resldential floor area." The applicant is requesting eight changes to the approved plans for the Waterford parcel. These changes include the following: 1) Fleduce the setback of stair #1 to the property line. The approved plans setback is at 5 toot 6 inches and would be reduced to 3 feet. The stairs have been increased in size due to the new requirement lor the area of refuge and increased stair width in the Unilorm Building Code of 1991. Two other portions of the building io the east of the slair have been deleted. A small portion of building has also been added to the west of the stair. Change the keystone retaining wall configuration at the east and west ends ol the buildings based on the statf's request to reduce the impact of the skier access on the east. In addition, other engineering input has been obtained and therefore these areas have been revised. Redesign of north and west elevations per comments at Design Review Board (DRB) conceptual review. (No graphic) The change of some aspen trees to evergreen trees per the DRB comments. (No graphic) Temporarily relocale and replace existing trees on the Frontage Road berm due to utilities and inability to provide adequate protection during construction. The owner agrees to document existing trees by the means of photographs and recording height and calliper of each tree and agrees to replace any trees which may be lost. (No graphic) Changing small dormers on the south elevation to balconies recessed under the roof. The applicant teels that this is necessary in order to avoid as much retention of snow in valleys as much as possible. The applicant feels that this is a safety concern. Increasing the length of the western elevation from 46 feet to 53 teet in the area of the northwest corner of the building. Increasing the height of the western stair tower to tull building height from two stories to f our stories. /\!.I The staff has reviewed the request in the qbntext of the building application. The staff has approved items 1 through 7 and feels tnaltnese changes are reasonable and are positive changes to the project. In regard to itema,on May 5, 1993, the DRB reviewed this at a conceptual review and it was their feeling that the change lrom dormers to balconies was not significanl. lt was the overall decision of the DFIB that the balconies were preferable over the dormers. This decision was based on public safety as well as building design. In respect to item 7, staff believes that this change actually reduces the perception of building mass as the roof eave on the northwest corner of the building is lowered. With either design, 2l 3) 4) 6\ 6) 7) 8) t one would see building mass in this area. Staff thinks the design change is positive. The additional square footage has been counted as common area. The staff does not support item 8. In reviewing this application, the PEC as well as the staff were concerned with the mass of this elevation due to its proximity to Westhaven Drive and worked with the applicant to minimize this portion of the buiHing. The staff leels that the proposed increase in building mass at this location can be removed. All other portions of the building remain as proposed initialty to the PEC and the Town Council. II. STAFF DECISION The staff has reviewed the applicant's request and has approved items 1 through 7 as requested for the minor amendment to SDD #4 pursuant to Chapter 18.40.100(A). The staff does not approve item 8, which requests to increase the mass ot the west elevation because we feel that it does alter the intent of the SDD due to the increase in the mass of the building. The statf has found that the proposed changes in items 1 through 7 do not alter the basic intent or character ot the approved Special Development District and that the proposed modifications are consistent with the desion criteria of the SDD. {P?oWk[Ia, - ,@ W Wz{l^Yo- e"fb Vr*% ^u EA uAlaA,fD rre{ r)- W M ' ry ry"il" +o q+^tu{Y wqf &w -tftdrunr' nnehvn NJl',/ o <\ atj-z:oo- Futolll uJt,o ', i' '-ooz.{ . c0, -f8(,)lt- I tOl'.O' 1? "D RffiAlrtJ,tN6- tT- | lr -E-;. -: ".t1, . '' i,,\ lil '. '.r'i V :; ffirr$s ()tt \ t \ \ \ €ro \ \ \ tt \\ \oF v \ llJ \ \ u \ \\ \ \ . \ 'i"\ \ t-.i rL,n. \ \\ FIvIek c;w+4aa Ctl+t&*4, aJ .i- l.'': I ji - i:j l': Iro ,t'lr. J' ll!t {f \- + l $ frt ti . . sill t. It."trf* II-l t- I PA+KING SUP sr#' srcf-ry*tz l "O' ,'r I i- ; | _,, -. pApK r,rire. srjiinbTW itl F' =-:" 3* Kaa4qr€/D -Rffi ffi+a L++N,t@ I ta' .O. "Op Of FS \JI hrFgoveD 4rz ?+F,7+6 onstructi Erso N on ZE E B Company llay 24, 1993 Shelly llello Tonrn of VailIrept. of Conunity Developrent Dear Shelly, As trrer-our conversation on site this mrrring, we are requesting ane:rtension to our current grrading pernit. lf,ris extension nould allov us to continue excavation down to anelevation of 8o65.o +/- througftout the site, and to beqin pusnins ?n entry dorn to tlre bike lntb etevation so as to erpeaite trreinstallation of the nes yater line that senrices the neGtin. rn addltion, rhen full penit becones available, we muld requestperaission to close tbe bike path along tlre site fron Jrrrre- lstthrough June 23rd sith tlre understanding that: 1) tlre lntlr rouLd betelporarily realigmed nhile closedi -2] that in tfre event ofunforeseen problere se rould be alrored an errtension of closure.(We understand that the lnth lr.st be open for ;nrty 4th use. ) Be at lrer.son-Zeelr rould also like to tlran* you and the Toyn of vailfor your cooperation in tlris process and asiure you thattlte course of constnrction se rill do otrr utnost to rinLniz t-betryad, of constrrrction on day to day lif,e. Tltan|rs for your tire. OO A N c David Drawer 5400 .Avon, Colorado 81520 .303-949-5152.Fax 303-949-4379 il t Project Application Date '' Project Name: Proiect Description: Contact Person and Phone Owner. Address and Phone: Architect, Address and Phone: Legal Description: L Comments: Design Review Board Motion by: Seconded by: APPROVAL D ISA PPSOVAL Summaryl fr.;'..-u1 f\-4 11,\,'\,,t.',.T,'t'"-- Plani i Town ),\ L-J J net X,,,, Approval It) W REc'DAUS 1s 1S51 August 1 8, 'l 993 Ms. Shelly Me1lo, Planner #2 Town of Vail Conmunity Development 111 South Frontage Road WestVail, CO 81657 Re:waterf ord /r.,if tsldeSkier Access Stair - Proposed Redesign Dear Shelly: Construction of the stair I presented to the DRB is dlfficult due to the confirmed presence of high voltage electrical Lines. The electrical easenent containing the 1lnes was not shown on earller plans, which were the basis for the design. We would like to propose the enelosed alternate geometry, all other elements of the plan would remain intact: landscaping,materials, ADA provisions, etc. Please let us know if this needs to go back to DRB and we needto be in attendance. Thank you for your continued cooperation and consideration. Sincerely, THMEY/PRATT/SCHULTZ ARCHITECTS, P.C. ard M. Gwathmey, EMG/ad Enclosure copy to: Eustaguio Cortina Rick Agett tb FF ,,.)_,!L,g , ^,a EgJ I I J _l /fid L E-t z<r -1S E sr- o PE#D 12 ?PO.alhl frtchC'\ oct cJ):3 ":I ! .:) Ir.) \\\ v*l5flua 4)7v tu10----' c8 ___ 66_ 61- 6orco7 ,9 .___ 5C, -..-- ,-t ,z 7try)ET"'----'z' r({ t soFo{ 48 ?BoeosVv TpEh 6.tp.) PEPESTB I AII El+bE].'l E Ff T ToHezlP ,*1511114 YDWTTVhL 1P|\VzW*;|.\€F f"t\o reoPEE-fY LtrlE 7RO7O5ZP 6TAIK PLAN L IFTS I DE CASCADE VILLAEE WATEPFOPD SITE VAI L, COLOPADO A)k8 lgtl=l'o1 e- 4-?.3 o Project Application Pro ject Name: Project Description: Contact Person and Phone Owner, Address and Phone: Architect, Address and Phone: Legal Description: Lot u{i-,r"""+p Com ments; Design Review Board Date DISAPPROVAL ,.- f,Ecg.ium"51995 .J June 21 , 1993 Mr. Dan Stanek Town of Vail Building Department 75 South Frontage Road WestVail, Co 81657 Re: Liftside Corridor Ratings Dear Dan: The following is a summary of the a phone conversation on 6-21 -93. SUMMARY OF ITEMS DISCUSSED: items I discussed with you in vou i@ad talked with Gary liturrain about my suggestion, that we can consider Level 80'-Ott as our only ground floor. The corridors on this level are the only ones which need to have a 2-hour fire rating for walls and a 9O-minute rating for doors. 2. To be all-owed to do the above, we wj.ll have to provide bamlers (hinged self-closing non-latched gates) at all stai.r towers at each level below Level 80'-0" to the level directly above the lowest level of each tower. 3. You indicated that you had consul"ted with the f.C.B.O. and that they agfree with this logic. Thj-s summary constitutes my understanding of matters discussed and the decisions reached. If your interpretation varS-es, please call with any questions or corrections to the above information. We are going to proceed with these changes to our drawings unless I hear differently fron you. Sincerely, GWATHMEY PRATT TTECTS, P.C. Offiru vurr a ;1 lttJ June 24, 1993 Mr. Dan Stanek Town of Vail Building Department 111 South Frontage Road West Vail, CO 81657 Re3 Clarification to Letter dated 6-21 -93Liftside Corridor Ratings Dear Dan: The following is a clarification to a letter dated 6-21 -93 which summarized our phone conversation concerning corridor and door fire ratings. The information indicated in the letter dated 6-21 -g3 is not intended to reduce door or wall ratings i-n those areas which reguire more protection. These areas include shafts, stair towers, and trash chute termination rooms. Wa11s in these areas are to have a 2-hour fire rating and doors into these spaceswill have a 9O-minute fire rating. Please call if you have any guestions. cTs, P.c. Sincerely, F April 28, 1993 Mr. Gary Murrain Town of Vail Building official 75 South Frontage Road WestVail, CO 81557 Re: Liftside - Fireproofing Dear Gary: This is to document our conversation regarding lntumescent paint in lieu of spray-on fireproofing for the Liftside project. Our building schedule is such that if all goes well, the spray-on fireproofing would be taking place in November. Ourstructure is t.oo complex to drywall wrap, so lre are looking atthe intumescent paint. It is my understanding that it driesgulckly so wLnter heating costs could be significantly lower. Your reaction is that you have never seen it used on this scaIe. You lndicated that you would be willing to consider it lf we could satisfy your doubts concerning the ability toprovide the reguired protection. To this end, vre will specify the paint as an alternate to spray-on fireproofi.ng. We will pursue cost j-nformation and if it proves competitive, we will begin the process of getting your approval . I rea1ly appreciate your on-going open-minded attitude as we work toward getting this project built. Thanks and let me know if this letter agrees wj-th your understanding of our conversation. Sincerely, cc: Frank FreyerTerry Strong Henry HRP/ad April 28, 1993 Mr. Gary Murrain Town of Vail Building Official75 South Frontage Road WestVail, co 81 657 Re: Liftside Dear Gary: Thanks for ca11in9 thls morning with information regardlng areasof refuge in sprinkled buildings. Your research has determinedthat these areas are not reguired by either the ADA or the 1993 supplement to the UBC. Since the Town of Vail has not adopted the UBC supplement, you are not comfortable with the total elimination of these areas.Since lt is too late in the process for us to remove these spaces from our design, and since the signage and communj-cationrequirements do cost moneyr w€ have agreed to a compromise. We will not have areas of refuge per se but we will provideprewiring for the telephone line to each of these locations.This way, we reduce costs and still provide for the installationof areas of refuge later should the Town Council deeide they AREreguired. f appreciate your help in this matter andIet me know if anythlng 1n this letter is remember of our conversation. Sincerely, ARCHITECTS, P.C. ratt, AIA HRP/ad copy to: Eustaguio Cortina Rick Agett ask that you please contrary to what you Frank Freyer Randy Rexwinkle cti N Co nstru N on Com pa n B v May 24, 1993 To Whom It May Concern, Site Reclamation It would be our intent to continue excavation to8065,0 and establish a flat bench with stopes up an elevation of approximately to existing grades. Given an elevation of 8075.0 at the cu]-de-sac and-an average of g0g2.0 at Highway6 and lJt ?vglqse of 8040.0 at the bike path. . i[-ii ou"-poittion that in the'untiretyevent that Liftside is not built, the oiryner couia eaiity'nieno the 'cutia iriaito.existing grades and provide a gentle stope wittr ieiriiei ttrjt woura-u" i"iaio wttnnative grasses. This wou'ld elimiiate the nbed to impori-sotii io-""iio"" iriie anawill provide a much more pleasing site than what exilteu ior years at this- .I ocati on. This would stitl be covered by the $4500.00 that is belng required (he]d) atthis time. Drawer 5400 .Avon, Colorado 81G20 .303-949-5152.Fax 303-949-4329 5a 9 E0 r'rl { a 1 a + s+, I-ln r.p" 1F9> n7s) ?zEf Vtz F.> o Fr o2g 3r n 11x :9F rr 4nD E#5-flgnt7 's0o rDz , I/{1 ;s_t TOWN OF VAIL STREET CUT PERMIT nSs-no 14{ rr.*,r,.o. OOffi, Conlr|clorrt copl to b. t|Fl oa lobdtf. ,_m -rrt. 2. t. Wort icfofi tcrrchsrt lttATER SFf{ER GAS Cascade V Breckenrldge, CO ELECIRIC Ii E t E E 6iE I ll-i F {.g e d.i 5 permlt F66 975.00 p1;6; Dehhle Roel_an4. . .___ INSPECTION REMAFKS FlaEllb.l4 SKETCH PTAN OF WORX ATTAC}IED - AFPLICATIONFOR TOTYil OF VAfl-Eq3 Watr 4. lvod( b for (d,cls ono) WaNer Sewer Gas Ebdrlc Telephone cAw oher A-ad€gq 5. TrercfrwHtfi Lengilh Dopilt tr BondAmunt $:-0 OO-- PemilFee O 75. Oo TotatpermirFes f O. OO 6. ALL MATERIAL AND EOUIPMENT MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED. 7. Rubber oul-rigrgers are regtired on excavating eq.ripmert when workiry on asphalt. 8. A signature below lndicates a review of lhe area ard utility locations and approvab. OrEe a[ uti&y orpany sonaturos ars oblained, pemftleo has option of routing application thlurgft the Rjbnc !'t/orks ofpo b ottah ths nscessary Torn of Vail signalures. Pl€ase allow on€ wEekto process. UpperEaghvafleywalerandSanitat'ron(47&7.rs0) -44: 'y ul - zZ- f s -Public Sallce Corrpany (l€00€ae-igSfl 1 Western Slop€ Gas Corpany (,f6&2528) lhly Cross Elecl/r Corpany U.B. Weel {r-E00€22- lslon (e4e-s530) W lnlgalion (479-2161)Efeclriclan$ (nafi'' L'6kL Pubftc Wotts (if7p-zf 58)L 9. THERE WILL BE NO TOTAL STREET CLOSURESI A construclion tratflc cordrol plan mu$ be apprwed by the Pnblb Works D€padmerf pfur to lssuarpe ol the pernrit. 10. A[ ercavallon must be done by hard within 18" of utilities - (Senate Bill 172]. 11. Petmfrtoe mrd co]tsl Pubfc Works Efspanmert at 479-2158 24 hou's F|orio cormenc'lrg baddn oDerafort3. Fafure to nollfy llp Town wlll rssult h bdelture ot bond nnney. lc( the I have rcad all chaplers ot Tilh 12 - Slreets and $ldewaks, ol the Vail Munbipal Code and wlll abHe by and the Val! Police and Fire Depa.tments have been mlifi€d as ro$trod. t&N Te{*s*b" Toryn of Vell: 12. l.a Dprwee' Sqao,Avax 8lfl0 Cornpany Addrofr Bond R€bes€d Oab 'tl'rlq}Deb Psrmil lGr€d Spodd Condlionr Inspeodon Remar*r SKETCH PLAN OF WORK BELOW Stnrr $reets wilh names, buildngs, and location of cuts. USE DASH LINES FOR eUT. THIS IS NOT A STFEET CUT PERMITI CONSTRUCTION PERMIT NOTE _ COPY OF PERMIT TO BE KEPT ON JOSSITE 59TT PERMIT NO, departrnont of community darelopment TO BE FILLEO OUT COMPLETELY PRIOR TO TSSUANCE OF PERMTT TYFE OF PERMIT u E tr DT BUILDING ELECTRICAT MECHANICAL PLUMBING FOUNDATIONGrading DATEALE!1_aL-r993 r. TYPE OF CONSTRUCTTON |0$ tVV 2. OCCUPANCY GROUP ABE H I R M DIVISION r22a34 GENERAL OESCRIPTIOt{ OF'TVORK : Remove fill on slte. TYPF GROUP G.R.F.A. VATUATION PERMIT FEES ALTERATION ADDITIONAL REPAIR () DWELLING UNITS -- ACCOMMODATION UNITS --HEIGHT IN FT. - NO, FIREPLACES TYPE' THICKNESS B.VALLUE INITIAL TOTAL PERMIT FEES 1059 .00 Dan Stanek 4-21-93 ij-r_oTueoFr6-nl- - - *trrTE She11y Me11o 4-19-93 ADMINISTRATOR DATE ONING & BUILDING NOTES: -t;tE&;f-i;edia;ffi cash deposit. I hereby acknowledge that I have read this application, fillod out in completed an accurate plot plan, and slate that all th€ agree to comply with the intormation and plot plan, lalrs, and to build this structure according to the T design .-4 CONSTRUCTION PERMIT doprrtmont of oommunity dovelopment TO BE FILLEO OUTCOMPLSTELY PRIOH TO ISSUANCEOFPERMIT TYPS OF PERMIT PLUMBING FOUNDATION6Paorul Dn SUILDING N ELECTRICAL N ilECHANTCAL m NOTE -- COPY OF DATE - -PERMIT TO BE KEPT ON JOBSITE PERLllT NO.f? 7-7 r.TypE oFcoNsrirucrroH I l nt tv v A OCCUPANCY GROUP ABE H I R M OIVISION tZ?ag4 cENERAL DEscRtgiron or wonr : - Ferwnt€ Ettt t*t SrrF- GROUP G,R.F.A, VALUA ATTERATION( } AOOITIONAL REPAIR OWELLINGUNITS -.- ACGoMMOOATION UNITS - HEIGHT IN FT. - NO. FIREPIACES TYPE THICKNESS R.VALLUE ADDITIONAL PERMITS NEEDEO: I hereby acknowledgs thal I have read this application, tilled out in full the information required, comPleted an accutat€ plot plan, and state that all the information provided as requlred is co.rect. I agree lo comply with the information and plot plan, to comply rivith atl Town ordinances and state laws, and to build this structure according to the Town's zonlng and subiJivislon codes, design review approved, Unilorm Builcting Code and other ordinanggs ot Ue Tgvrqspplicalle thereto. IGNATI'RE OF OWNER OF CLEAN UP DEPOSIT TO: LOT ^ BL MAIL ADDRESS cnv tlklt- PH. town or vel aee. no. | 70 - fr FIRM - TOWN OF VA'L REG. NO, PLUMBING TOWN OF VAIL REG. NO. rmn 1W prLhtl-- I taI IIIA 'Tlrulqs H,#$; 75 south trontage road Yall, colorado 81657 (303) 479-2L38 ot 479-2L39 ottlce of communlty devclopment BUILDING PERI.IIT ISSUANCE TIME FRATIT I- If th.i:s Perry.lt fequlres a Town of Vail Fire Departnent Approval, Engi.neeq"r's'..Py|.ttg tlorks) rey,'iew and approval,'a Plannini;'Oeparimentreview'or Health Department revi'ew, and a review by the nuilhing Department, the estilnated time for a total review may take as longas three weeks. A1l commercial (large or small ) and all mult'i-fam'i1y permits wi'l'l have to fillow the above menti'oned maximum requirements. Residential and smal'l projects sh.ould take a lesser amount of time. Howevern if fesi:denti,al or smal'l er projects impact the various above mentioned departments wi.th. regard. to necessary review, these projects mayalso taRe. the three week period. Every'attempt wi.ll be made by this department to expedite thispermi't as s€on as possi.ble. I, the frane. underst'gned, understand the plan check procedure and time 1., r W Project Name Communi ty Devel opment Department. i!' 75 soulh ,ronlage toad vail, colorado 01657 (so3, 479-2L.38 or 479-2139 TO: FROM: DATE: SUBJECT: otllce ol communlly developmenl ALL CONTRACTORS CURRENTLYL REGISTERED WITII TIIE TOWN OF VAII TOWN OF VAIL PUBLIC WORKS/CQMMUNITY DE\rELOPMENT MARCH 16, L988 CONSTRUCTION PARKING & MATERIAL SIORAGE Rea Y rn suilmary, ordinance No. 6 states that it is unlawfuL for anvperson to litter, track or deposit any soil , rock, sand., debrisor material , including trash dumpsters, portable i:oiLets andworkmen vehicles upon any street, sid.ewalk, a1ley or publicpl?ge or any portion thereof. The right-of-way on alL Town ofVail streets and-roads is approxinateiy S ft. 6ff pavernent.This ordinance will be stri-Lty enforcEd, by the rown of vaileg!]i-c works Department. persons found viorating this ordirrurr""htl]r be given a 24 hour written notice to remove said material .'rn the event the person so notified does not cornpLy with thenotice within the 24 hour time specified, the pulfic WorksDepartnent will remove said rnaterial at the expense of personnotified. The provisions of this ordinance strltt not beapprieabLe to construction, maintenance or repair projects ofany street or aLLey or any utilities in the right-a-way. To review ordinance No. 6 i-n full, please stop by the Town ofvail Building Department to obtain I copy. rirani< you for yourcooperation on this natter. d and acknowLedged by: o I n/Relat Eo Eoj-ecf(i.e. contractor, or^rner) lc ".#t t/4 TOI,VN OFVAIL DEPARTMENT OF PUBUC WORKS 47$,e158 FIELD ITEMO To: PROJEcT(LOCAnonl' Lt FrsrDr PROf eRSCieD€ VtLtfi6€ T?*Fnc co^lt€ou trcr&trl FffrS 8s€Nl FOPorreO By PtrBcrc L,..roetsS. ?eMtr rs :fN rFFe ujoetss. 6o *hr€,4o r1N.0 eE -FAaE- 6a*Dcv 6 Pae(wr CONTRACTOR'S COMMENTS F€ceived by:Dat€: - Whle€!{trador Pia*-Construdbn Engineor Canary-Fils FRoNTA6E RgAD €e6 - ,{itif' l- i I I II I I I i onst N on Compan ZE up hiII from bike path during excavation provide protection from rocks ro1 ling t soructi B v April 20, 1993 Green Line Red Line Blue Arrows Blue Boxes Pink X's Violet X Note: N c LEGEND FoR SITE 0RAIIING Shows two way traffic that is to be maintained throughout the project (with the possible exception of during utility work). Indicates perimeter fence. Indicates access to slte. Indicates waiting area for trucks. Indicates additional barricade to be erected during utility work. (Flashing lights will be incorporated if excavatjon will be left open over night). Indlcates placement of warning signs ("Trucks Turning on Hi ghway" ) . Boulders wiI'l be placed rather than fencing (to down hill). Drawer 54@ . Avon, Colorado 81620 . 303-949-5152 .t ax 303-949-4179 N' Co nstruction Compa April 20, 1993 Mr. Charlie Davis TOI.I}.I OF VAIL Department of Public hlorks 75 S. Frontage Road Va'i1, Colorado 81057 Re: Liftside Dear Charl ie: Per our conversation today, please find the enclosed traffic control plan forthe Liftside Project. Included js the following: 1. PIan view of site with traffic routes.2. Legend of color and line call outs.3. Letter of explanation. I trust this will take care of your requirements and allow the issuance of theExcavation Pennit. Please do not hesitate to cal'l if you have any further reguirements, questions,or concerns. Thank you for your assistance in this natter. Si ncerel y, NE 0N C0lrlPAt'lY d ri ntendent B ny -z tsoN Attachments Drawer 5400 .Avon, Colorado 81620 .303-949-5152.Fax 303-949-4379 so uctinstr N on Co m pany April 20, 1993 Mr. Charlie Davis TO!{N OF VAIL Department of Public llorks 75 S. Frontage RoadVail, Colorado 81657 Re: Liftside Dear Charl ie: During the course of construction ofwill be: the Liftside Project your contact persons Rick Agett, (Cellular Phone; 47L-0513) DavJd Schreiner, (Pager; 1-920-8506) Unti'l we have established a site office, both Rick and I can be reached at the maln office (949-5152). 0nce the site office is set up we will have a phone directly on site. All employees will either park on site at the parking area or off site and Ne1son-Zeeb will provide transportation to and from the site. F1 aggers wearing orange vests and hard hats will be provided on an nas needed" basis (with paddles if conditions require). A1so, all warning signs r*il1 be in compliance with Part VI of the M.U.T.C.D. P'lease do not hesjtate to call if you have any questions or concerns. Drawer 5400 .Avon, Colorado 8'1620 .303-949-5152 .Fax 303-949-4379 N' Co ZE Bt Sin Oavid Schfr.sfner Superi ntendent Yn / s*-t"' WE ARE SENDING YOU X, ! Shop drawings ! Copy of letter Attached n Via p Prints/seoias I Change order ! n Plans Originals n tr TETTERDF iTRANSMITTAL DATE 4.11.q3 l..rosr.ro. 1Znrc: 4*a't Muee.*rxt T.o.V. 'Br,*,^Jl, br?c ftE: Samples the following items: ! Specifications coPrEs DATE NO.DESCRIPTION 4 .tb.q3 1AEUnuJA.la4 ts-ut* fu-^rr Suanr'rrry- I C,DPL, rF dnetz.*t- DtuglEP- I I c-trtui otr Ftnwe- +€,geYYt6LV N?zD THESE ARE TRANSMITTED I For approval d rotyouruse F ns requested as checked below: n n n Approved as submitted Approved as noted Returned for corrections I For your records D Revise and resubmit H For review and commenr D PBJNTS FETUBNED AFTER LOAN TO US! _____-----: -I FOR BIDS DUE 19_ nErvnnrs fi@,mart- SuBrnrTTrrL OrJ /[nnl 36. If ancloiuras arc not as noted, kindA now us at ance, | ,l t . :; i- ..'ii'r .,'! ':.' :: t:' 6 \ .,r,r.c i,l*'"J lurs lo F.d.nl Rrgirtrr /5A No. 1+r / Frtdny'N, Ig'0r.L I rnd of o3.," t,l r.t:stli.:t tl SGt$ rlr.{l ilaty rT(?nsy. !\i.st Alr?.1 :cG6!:ible ribl: plecc, lcrSency. ly nul a flrs. a *t lchuir u*cl nrobility ril by rrt'uit fucth rsiislatrce. :t has heer rllgtancc*r perdir lo t ,3.10 thrl r rn for lhe lirebilitier. c rofety ir tf,€ver. N|r 't ruflicicnt ueh with 8a$ $ nrny not , allon duvir nOm ttainl'r por lc r and rr r:hrrplcr I form und idingr and :nssible mcuns of the some r hy Stai! r y codo3. 3n olow rt lc.rt ig trol It$lst0flce :vel in I :ceasible cxit whicl tNte or lost may aho I rsiEtancr. {.1.SlS) fd lo nol Eppt I by it,rl t pan parkid 'a.l.Z snd rith the ti for a:eet nr for arm, iagred [s't llarnstir rrt o drutl fi$. The American rerululory irnprcl crtitlt tsr lh" ad?itionol ditr t cortr tor crollioo ol an ii; ;i;ttt "-tirlance in e Porlion of J-rr"ir*ty lrnding in e new.buildiry to be J6il. Althoqb lherc arc lcrs arncnsivo ollcnetivet lhir oPtion rttr rn;lized in lhc drgft linel r4ulatory . iroti"r rrn"tv.* t ecaurc il lr co-tnmonly ucid at thl crrrant timc in |tuil'lin86 Insr Jro"ide .n o o[ rcrcue urrigtence snd [recuuge il rcprsrenir lhe highcst trngc oicort thar iis be incurred-. Bgecd on thii ertinate. lhc sdditionel ditect co'l' for providin6 *ear of mgane urieleoca in gisit*sv iltdtnSr in a mw low'rire ollica buildiru 0 rtorier end {(lffil souare fect mr rtory tould be i6'2tm or i}i p"t ie6; r-iof building arca: rnd in g irirh-rire ofnca building with ?s 3toric! 30.0dl.quarc fcet pcr rtory ^would bc @.$t2 or iJl. per rquerc toot of buildim c!ts. ln m.ny crlir lh' colt of pmviding rreaa of tsrcuc rrEittance wiil be rnoih lowGr brcsuse luch slerc cea bG ptovidrd In ebvalor lotbier. olfice ,ionc. "nd dmitst sPsce urcd for othcr purgorc+ No cosu sill be incurrcrl in rltcrrlid$ or in DGw buikli4r with rupenired &u-tomstlc *onnklir twlernr bwaurc of exccallonl whir,h uru irduded in the final guidelinea tt erplained balow. Thc'6ocrd lre.liercs thecc cotlr lo br rersonrble in light ol lhir lrnPortanl lif. buitding rnd tifc rrfety codr rcquiru lham to bG ll t?tltistivc. ficrparuc. ltc ot3$itrtiofi -rueooirribtr for dcvcloprrnt of ths Uniform Butlding Codc rricred. thir proporal on thr $Eqrdr lh.t ll Ir inrgDsglri6tc to deriSnlla t looE ot rDs; tdal lr not evriisble to thc public ri an arer ol rctcuc slaittrncG. Thr Board dcclintr to accspl lhr pmgoml for thc ne rctron. ln rdditlon" thue 3rr romt inoonlislencicr arlonS Stttc md local buildlns std lilc rrtcly codlr rc3arding rquircmeotr for fire'rerirlive eo$tnlctiolr Coararant Scvaral cooasllen railrd quettio tcittdins U. .pPlicstlon of tis Ilquirtrinta fdr rrar-of rcrcte of rrrirtilcr ro tllctsfronr of rxirting facilitler. flespanea' Tlre gutdelincr rquirc arecrbf rgrcue e!!itt.nc. only in n3w - condructio[L For tho ttrroor dhclt3ad ond€s {,1.0(rllS} t p|il8t.Ph h.. b.rn rddrd to tlic-ibpiig Privilou for altcrllior! to chtt& thrt tDc r€quinmEnB for Ercrl of rrtore liiiirencc ao not .pply io dtcsstionr of exirtiry facilitlcr. Drinkin8 Pounralne l+l3tto)l &rnnrcnt. The NPRM elld whether a spscific FctEmtage of-a-ccebiblc driitinr f6-raittt AooH b. Equir€d - rnd. if io. whether .l hrtt 50tl rtos(.t rtc dorn rhc odd numlxtt lo ln ttton iuubor end celculating 5{r$ of lh' rrln nurnbar. Additronnl ldvi*rry rl:'rlfrri'; oiJiintins tounldin! i8 includcd iii l!.' egPendix Bl A4.1.4r01' Toilrt Rooms (4'1'Cltl l, @maqn!. Somc commrnlcrs wrre oogoled to lhe acoPing Ft'rlitlun ttl iiStrrI .uqui.ing ihafilr.':h puhliu arrr'l ;;;;; ot! toilir room bG':lcccrsibh:' nrrl1ol.tre- Although euch u'tmnuu end oublic urc toil€t room murt be loc;tibl"' if more lhan ona loiL't :lall ffit*v. or oth?r fottusc is prot ulcd in ll"J'i'iiit"t .ot, generallv onlv one of rlch fagturu ir rcqulred to be accellrttls' Srt f2al thmugh {-22'7' Tcilel rnotnt rcrvlnr rPecillc slcapias "rrotn-tda.riont in ilorinitt'ner' hotels' rnd othsr rlmilar Place! of ltan'sicnl lodginE ara flot public or common uau loibltoom!. Commant. A fsw commenlets obiactcd to requiring olher loilet rcom3 to br adaPtable' tlalponsa. The rcoPin! pruvition in r.i.ii(rii trar bcm clsrirred thtrl lhr rdapiebility requicmcnt 8FPlicr to rildt rooml thet arc dceigned or ;i;;i;J 6; G "ec ofthe occuPanr of a ro#nlip"ce tuch 8s { privat€ loilel ilot *t i'* it Ps of cn crecuiinc's Jftcc. erempri'ng 3uch toilol rooms in i*iontt-itioi from lhtt udapl"Fjlilv ttquilEmcnl would make ruaroncble .ilt-La"tiorr ir thc fuluru imPossible ln manY celar, Com m en L Several com-mc.nterc noucrted claritication whett€t €vcry ioiiit toom P-*ided ar Part of a Ji-ofm.o*grraod.tion ii m'diccl crrc iliifiii& ino lttntirnt lodting murl be rccuriblc ot adaPrablc' futaonee' Ar ttrted In {'1-'1(rf. in ncw oonirirrcdon all rraar of buildinSr rno hcilitier musl cotnPly sith a'1 lhtiuSn Lfr. unt".t ortret*iri pmvidad ln lhc rcncrel applicetion scclion or c tFrcittl ippllcatiolr rection' Mc-dlccl csre fucititler end |tEnrianl lod$nl atc . covcred by rDccial npplicrlion scclionc o .na s ;iP;il"elY hich requirc thut I roccific ocrccntrge ul llucPing i'ccornn;derionr. includinS toilcl nnms' bo rccrrrible. Thc guideliner do nol rmuire toilet roomi in olhcr tlccpini rciomnodarionr to be succreible exccPl ihlilii ttt" ctt" ol hrltelr. rnotclr end oiierrimilat plecet of rtrn-3ienl lodgint' ;;;;;i d;F;yc nu'r b. deti$ed to rllow Dr$rBc into th' toilet room' CommcnL A few conmentagt rucornnmded thst 8n sccetElble unircr ioit.r *ot rhould bc requited eithct in l-illii* 6 ;; i; pt.c. oi 'Gpc'nre rorlcr tsonl for lren and women. rn soDroDriatc fttmbcr. Molt Pcnom *iro-&tfricnt"a on thc qucrtion rtlud lhrt at lcsrt S{ttr w.t rn rpptoPrirlc numbaa Severat cooatntatt r:guertd fhlt the 4urisiom rddrr|' tht dirlanca batwg!tr-acc!$ibte drinlbg lountainr' Eeraaffe. ltc Boerd urntl lo colurr thet dkrnkinr founlaln .E.cctrribtc lo whactdrair irerr ard individuelr who hrvc ditficulty bcnding c rtoopirg, Tltc flnal ruidcliair providr th.t wber. thcta ii ooiv one drlniinS formtlin an . floor. th*ehrut be r dritkhg fostlt in lhtt it ecceuible lo wheclclelr urcn in accordance wilh {.15 and indivldurh who hrvc dlmculty bcrtdin8 or lloo-Ping' Thil can bc acsoniplirhrd 6y ura of a "bi-lo" drintcing forinrrin: by pruvldfirt one drinklnr founlaan sccrttiblc to wheelchair-urerr and onc drit*ing foontain al a rtendrd befiht co'nvcniont for tholc who hrw dllliatty hndinl or Molet Alociulion raquerted thst ln lhe ccsc of hotslr end rnolclo on floor ured erclurivcly for guert roomt, ruclr rcoml bc gcrmittLd to-rcwe sr crcu of rqlcul rnirlanc bccaurc Strlc rad local rloopingr by pnoviding r drinllng -fouaiaii eci:irriblc rmdu r.rr rnd r *rtcr cooler ir prwidrd on e lloor. 50f, of thorc lrovidid nurt comPly with l'15 rnd bc oir rn accarlbh ruotc. ln thc .ernt .n odd nuobtf of ddnfhg fourteinr arc pruvidrd ar e lloot. tbc tlquinrncnt crn bo n t by roundinS' : I - Commenl.$cvcra I @rnmentert raquerted lhat buildlngs and ltollticr equippcd with a rupcwi*d lutom|tic rpdiiler ryrtem be crcmptcd from thl requirecrentr fot tGat of lcscuc rt;ialsngt. Ecrporua. An excGPtion hgs bcGD rdderi ercnpttry bulldirpr and faciliti:r hgviff r ruo.rvi-tcd autometic rprinklrr fron iirc reiuiramlor lor !tc!r of tercue erririance. Suptr?ilcd automrtic tprinkhr rtrcletn! hrvc built in rignalr for rnonilotinr fealurer of tha ryrtcrn ruch ae thc oicning arrd cloring of water coolrul valvrr. thc power lupplier rot ncr:dcd pumpt' itnd Yvalcr lsnk levGk. nnd ftrr iadii[tinc cotditionE thal will impcir the setlrfactcry operrlion of lhe rprinkler sSalem. Bccaurc of lherr moDitorinl tcaturtr. ruPrvircd rulomctic rprinller ryrlcmr huvc a hi3h lcvd ofu.tiafectory pcrformanoe and ngrponrc to firc conditionc rnd lhe Eoqrd dcr not belicvc thlt sddillonal ltr.Ntrurar rr. needrd in buildingr end 580 FTFE iESISTAIICE NA NGS ISXUVI | . 8l€€l E6nFW8 x I 8 .nd w8 x 28 min !i.o (96o ltom 0)' i. foi|!|rf Wafgh or Ulhttncltht Concllt -Comp,€.dt. !lrenodr,.30{X' prl' Fot nqrmol wrlght@nclateoitharctrDonlloolalllooou?lgg.dgstqmEybout'd'Unltwallhl'l'8pct Foriighwglght conc[t , unll $r.ight I lO pcl. a' ll..i iiit-.,t .joptlonal|-stuor, 7' In ditm hsaded tvp€ or 'qulY'htl ptr Atsc tp'clfl-- cJtong, Weforo lo itri lop rnoe ot beam th.ough th! ttt'l lloor unlt!' ,1. w.ld.d Wlr. F.brlFG x 6-Wl'4xwl.4. i. Steet noor rnd form urtltt'-t'% to 3 tn. corrucdod.llflsd or celluLr unltt' i. Cenren*ftorr. Mlxtut '-Appli.d by mlrlng wlrh wttor and 5pr'-ying to-th€ boam to ' flntl-' ;il-ilt;i^*; aht*" brl:or.{, wh;n ur.d or cordrgstod steel rloot snitr !rc uted' $lxtur' "ft"ff "l"o O" ipt"V"a t fill t.oat betwogtl bsam! top fldn96 tnd th6 ctelt! ot the lloor unitt' iiii1-li,tr"i"i|r|,ijr o6 cl6tn tnd frsa ot dlrt, lootE ecll€ snd oll' Min wg end mln ind dontl i-ii fslf8 o"t,"tp"ctivaly fo. Tvpo tot. Mh 6vg ond min lnd drntiv of 22'119 pcf r"poc iirrrr i". iip'" roo. ror m.ihod oi donlity dot.rminttlon, s€6 Dottign lnform'don stcllon' B.{m d.r Flthr+tr n .n",,.r #lftm fr"'""i#;""q t,,twrilii-- -l - 16/to wlizs 1 112 r/2 W;;i8 t't/2 - 14/a Wi.f e l'112 11/16 13/16 wt;ig 2 - 1-3/4 ivt;i8 2 r6/td t'1/1e iv,;ti s 1'7/16 r'slr 6 ivt;t; 4 t'16/16 2 Th€ thickn6.3o! of coment|tlou' mixtur lhown in thg T,b|. b.|orv ar. app|icob|o wh9. lh€ bo.|l|! "r" irJponing loria "oncplo tlrb! ot floo. ttlombllrt contsining onlY flulod floot or totm uoilt' tldnu|t| Ihhltlt$ - tr la|t!| Sr mnl{t Rilrlnad Battl l'r|||tirdt|.d B'rtl wa'ila-|1/ta1/tai,ii I ta \-1/z lrl trt4 r,i's i ia 2 taltB I fri i tt 3 1-6110 t'6/to ii; i ti 1 1'6,ta 1'6/a ft-" ttrtctn"aga" of ""manlitioua mlxtu.o shown lo tho ttblc b€tow ate 'Ppllcrblo rYhon th! thlot' .;;;il;,il;ih" b.amt low.r llrng. .dgor b r.drc.d to o$halt tut lhottlt ln lh' t'blc Ilnl||rnn thtr s||r - In gadn th. n|ltt.F* F!|t ln d B..n Untd'.h'd B||r w8 x 28 r f.irl6 8/r0 fii i t6 t-t/2 3/1 7/a wi i ia ? r-1/16 l3'/to ii; i ta 3 r.s/8 1a/4 iii i ta 4 23/to 2'at1g Tha thlckn$ta3 of com6nthlou! .nlnur9 thown in tho t bl€ bolow 'r' rppllcablc |vhen tho d|lcl- n""" rooii"J ro m trn3 lotyo. f,ango odgor lt rcducod by oneltlr End th' b'!mr l.€ 'tlppo'tinocotii co;crote rlrbs or floor aattmbllar contiining only flutad ftoot or form unltt Ilnlrum ltlcl|| - 11 E.rtn th. FdhlFHr Fadnlmd Bl[|l l'nftedotd Bt||tt wa x'ir - | 7/16+ 7/t'+ i6 t ta 1-r/z 1/2 3/1 i'io t ts z 13/18 | we i ig 3 1'6/ro l-el16 w8 x 28 4 l-t3/tlt 2-'/1A +fhlc*o€rs tppllsd tg besmt totvlr tl.nge gdg6. lhsll br a mln' ot l/4 h'-'ioaolltr con'l' Prodt' Dl" w' e' Ottc' rnd Co-TYP'r 106 rnd 106' 'Borrlng th. UL Chs.iflc.lion Marklng Irelign No N72O UnrsslrainEd Boam Ratings.-l , l'1/2,2,3 and 4 Hr- {See- ttem-B} nesfih;e Boam Ratins;-l , 1'1/2,2,3 and 4 Hr {soo ltem 6) .. . ir' ,trr 6|irrtFraa.ri-looK Fo'| i/|lt.. r'|ir PQ.\FlrrF'r HRE AEEETA'{CE NAfl G8 I9XUVI 581 Delign No. 11721 Festrained EeDm Ratlngs-l , 1y.,2,3 and 4 Hrs. Unrortratnsd B€rm Batlng3-|, l%, 2 and 3 Hrs. l. 8ta.l Er!m-W8X26 mln 6h..2. ot|!|!l w.llht or Llghtwalght Cqrc6tc--Corr9rolrtyo 3rr6ngth 3O(Xt p!t. For norm.lwargnt concrure elfier carbonate o. dllc,m^u! a_gCragata mry bo u3ad. Unil waight k l4g pcr.For lighrw.loht concr.re, unh wstght l. 112 pcl:- - 3. 8htr' cofi|lctor loFtloh.lFsrxdt 7. irt. diam h.rdrd typo or ogulvlhnt po, AISC 8p.ctf!cationr. yyouad to top tlanoo ot b€am lhrouoh tha atool floor unlt!.a. W.rd.d Wlra.Frbilc*6 X 0, Wt.4 X Wf ,4;6. St al Floor ltd forln Unlt -l-./. In. d.6p conngrted unlt i o. lyr ro 3 in. d..p flUtod orcalluLr unlta, woldad to b6rft. O. ll1:l_9.H.1 lb:l/rq.Iq,grlv or p.tntrd $t!nd.d tt et. Securod ro b.rm by b.nding tisht0rolnd ttanoaa o |'|in of t 7r in. towaid ryeb of bern. Z, C.fiantlilou tllx(tr..*S!. r!bl! botow for lpproprtrtr thloknoslo3. wlr.r. 'tlrt l llth hprargnt, lhicknerror lra moaaurod to !t6ol luaftca, Propared by mixlng with n !t6r dodordlnoto in[ruolion! on €rch blo ot mrt.rtrt. Mixtt t cln be tprey or trowe'i topttoO on Oiim iirirocds and oyoa tdth, ar lhown. Whgn flded ot oortrgrted rteal floor unit! lro tllod, crosl !a_elr lbovo tho b..rn lhrll bq !..lod wtth c€m.midooa hirtura. Mtn rvg acnrlty ot Oti pJf inrmin lnd v€luc of 55 pcf. tor mathod ot d.nslty dcle.mlnrrlon, reo Orrt-gn lntoimrrton 'Section, sprgy.d Mrtorial. E||Jtrco ot lppll.d molo.l.t to b. llghtty ti;Bh.d wtt-h I rtoor rrowot or wa-Lr.dtmponed paint rollar. F|dtre.llr. t 1.t/2 2 3 4 irdr.ln d Erdt 1/a 6/1Astla It3/a Ihtrr.m thldo.rt - li, thr|||frkttd B{[l/4 3/8 s/16 1-r/4 C.ftollhr Ca-Typ. tO2. 'gor.lng th. Ul Clr..itic.don Mr.llng Deslgn No, 11722 Restrainod Beam Ratings-l , 1th,2,3 and 4 Hrs. Unrostrained Beam Ratings-l. l7r, 2 and 3 Hra T 8E]E 'TEH 8{ L tr..l B..rr-WEx2g mln .ira, 2. fl!firr.l, q.lghr .or Ughtrllgh( Concrora-Colnp..rdw .lr€ngth 3OOO F|3l, Fo. norm.lw_l_rgrll concrttal otUler clrbondt or dttot-orl €ggrogata |r|ly b€ uaad. Unk wa{gN ir f4g Fct.|.or x9nlwlrg|rt conorgto, untt waight lt t | 2 !cf.3. Shtfr Con'|lctor lopthnrD-Studr, , .in. Aia.'n hard.d typ. or .qutvrl€ot por A|SC .prciftc{iona. Wold€d to rop lhngo ol blun lhrough tha tl!91 f,o_or unita. ' a. Yvddtd wlr. Fabrlo-G X 6. Wl.,l x Wl.il. 12,.29 / L9?2 l2riA FRoll Sralhnen/pFaLi,/Schullz - T.q 4792 r 57I P.91 rF TOI' IIAVG }ITY CALIr FOB aBBY. llELgcEprER {303, QUE$TIONS OR PNOBI.,EITS 476-1612 REGARDMG 1SIS FA:(r PLE^a'SE TAB tr'R0u: RE3 DATE: .NU!4AEB Dlrn r'I Ss'tFrFEESft Lrgt6ro€ OF PAffi8 (IlfCtrUDIlfG cov$S)l I T LSOi4S Llf€ UJE .^r|r|- ttnoE 'tb 9s -f'lur*rtC:,Stt- *rL rlarrR RP - FAx # +77-Zrf7 al lt ,t ApriI 19, 1993 Ms. Shelly Mello, Planner #2 Town of Vail. Community Development75 South Frontage Road WestValI, CO 81657 . , Re: Minor Flodification to S,D.D. 4 , \ Dear Shelly: lfe woUld like for you to consider the followlnE modifications tothe approved P,E.C. drawings: 1. Reducing setback fron Stair 01 to the property line. The approved plan scales at 5r-6rr and we reguest this be reduced to 3'-0". The stairs have increased in size due tothe new requirement for the area of refuge and increaeedstair width in the Uniforru Building Code, 1991,, Chapter 31per enclosed drawins #1 . 2. Changing the keystone retaining wa}l configuration at theeast and west ends of the building based on the SLaffrs reguest to reduce the irnpact of the skier aceess on the east and better eng,ineering input in both areas per encloseddrawinge #2. 3, Redesign of north and west elevations per comments at DRB conceptual , subject to DRB final approval per enclosed drawing #3. 4. Changing some aspen trees to evergreens per DRB comments per drawing #4. 5. Temporarily relocatlng and replacing exlsting treeE on lhe Frontage Road bern due to the incldent of angle of utilitycuts and the inablllty of providing adeguate protection during the construction, the contractor hae made therequest. [he Olrner agrees to document exlsting tree6 hy means of photographs and recording height and ealiper, ' -Pl rn, 'p)gva7t*t* $ ,*1. , #i1>A4Y u gE,/ 17,/ 199 3 1S!28 FR0fi e ! E t h fl e e / P F elL / E Eh u L +.2 l0 T0U ConSev I I 'l .alIill tr \ t T tl € 5/ 1?/ 19 93 1g:?6 t0 T0u F.B3/03 t'" gb.AV.l ,rqt-.la ,r4l/1 Not_l*t=r=ONacgHtl 10T nL P,0I/03 .,. April 5, 1993 we are includingyour convenience information needs Sineerely, mll APR 6tsggt{s. Shelly Mello, Planner #2 Town of VaiI Community Development 75 South Frontage Road WestVai1, CO 81657 Re:?faterford - L,iftsi.de DRB Application Dear Shelly: Encloged pleaee flnd the forma] appllcation to the DRB for Waterford. I do not have record of submittlng this documentation, although I remember that we had a conceptual sesslon rslth the Board. If it is relevant, they wanted further study of the north and r+est elevations and some of the aspen on the south changed to evergreens. These items have been addressed and are part of this submittaf. when you declde what the advertislng/notification perlod wilL be, please let us know. We can live with the submittal date of 12 ApriJ- for the 5 May rneeting. l{e are assuming per diseuaslons with the Bulldlng offlclal that the plan cheek can proceed ntlth the payment of permi-t fees. a further check of GRFA and conrmon spaces for and are available if this or other application more explanatlon. P. C. copy to: Sustaguio Cortina Fred Otto Higuel tfladero M. cwathmey, EIvlGlad Enclosures ooLrcf,lloN - Ts$t oF v[rL, CoIFRADO DATE APPLICATION RECEIVED : DATE OF DR3 MEETING: *****rr*** rETg TPPT.TCBTION TfrLL NOI BE ACCEPTED ITNTIL AIL REQUXRED fNFOnMtrtION IS SUBr.rrgfED********r* PROJECT TNFORMATION:. A. DESCRIPTfON: 27 plus 2 employee unit prbject per approval from P.E.C. and CouncJL per Modifj"cations to s.D.D. 3 b ro DRB TPP raviged 9l4l9L.f,,.'+ r. Ordlnance 1 Series of 1993. B. TYPE OF REVIEW: X New Construction Addition ($50.00) ($200.00)Minor Alteration ($20.00) Conceptual Review ($0) c. D. ADDRESS; Waterford Tract/Mansfield Site LEGAL DESCRIPTION: Lot _ Block Subdivision _Ceeqqde Village If property is described bydescription, please provideattach to this appJ.ication. ZONING: s.D.D. #4 a neets and bounds Legal on a separate sheet and E. E. G. LOT AREA: If required, applicant stanped survey showing lot area. mu$t provide a current NAME OF AppLICANT: I.,IECM Enterprises Mailing Addressl P.o. Box 314 APPLICANT' S REPRESENTATfVE :Gwathme Address: 1000 South Fronta e Road We I.NAME OF SIGNAIURE (S} :Mailing Address: ;- *-e;;e"inilii"to approvar ii- appricaure. r'i7e * - K. DRB FEE: DRB fees, as shown above, are to be paid at the tine of submittal of DRB application. Later, when applying for a buitding permit, please identlfy the acctrrate valuation of the proposal . The Town of Vail will adjust the fee according to the table below,i" lt (suensure tbe correct fee ls Paid. 11.NAME OFMailingco 81657 FEE SCHEDULE: VALUATION$ 0 - $ 10,ooo$10,001 -s 50,000$ 50,001 - $ 150,000 $150,001 - $ 5oo,ooo $500,001 - $lr ooo, ooo$ Over $1' 000r 000 * DESIGH REi TEF BOARI' TPPRO\IAI EXPTRES APPBO\TAI. I'NI.ESS S BSITJDIHG SERIfIT IS SIARIED. FEE $ 20.00 $ s0..00 $100.00 $200 .00 $400.00 $s00 .00 ONE IEER NFIER rIUEI, ISSUED AND CONSTRI'CIION IS **}TO APPLICf,IIOTI T{II.L BE PROCESSED IfIgEOUf OI{NER'S SIGNtrBIURB L '-NAl,rE ortrr.?*",rffi PROJECT: LEGAL DESCRIpTION: _E€T___BL6€K_____SUBDIyTS1ON_ s. D. D. #4 STREET ADDRESS: DESCRIPTION OF condominium The following information isReview Board before a finalto match Westin Hotel . A. BU]LDING MATERTALS: Roof Siding Other WaIl Materials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails E.lues Flashings Chimneys Trash Enclosures Greenhouses Other PLANT MATERIALS: PROPOSED TR.EES tl EXISTING TREES TO BE REMOVED reguired for submit,tal approval. can be given: TYPE OF MATERIAT Stanili.n seam metal to the Designall materials COLOR Westin brown Cedar boards Clad al-uminum None Clad aLuminum Dark qreen Brown per roof B. Same Within buildinqs - stucco LANDSCAPING: Name of Designer; Dennis Anderson Phone 2 926-2433 Botanical Name Common NameEfeErmlfEEnrlgyl-:-Patmore - Patmorei Ash t-:r- =-irr!irrr!.-=_P:LCCa Hunqens CojoradoGlavca - Bl-ue Soruce Popul-us Trbmrr'l oj_r,tes Atiahing_jEpePrunus v].rq]-nanacanadaShubert - Red Cherrv Trees as reguired from parkinq qaraqeconstruction to U" tr""itpf""t"a-". ilte._ *Indicat.e caliper for deciduous trees. Minimum caliper for deciduous trees is 2 inches. Indicate heigttt for coniferoustrees. Minimum heiqht for coniferous trees is 6 feet. 3" caliper-6-niqn- +HIgf,14' hiqh stucco None None None Ouantitv Size* n-$ll- 3*.1i--ca11per '12 3rl PI.,ANT MATERIALS ' Botanical Name Common NamennftnoGu" Xiilfi5fi.l?'ilr#g!__ EXISTING SHRUBS TO BE REMOVED Ouantitv Size* 5 qaI. *Indicate size of5 qallon. GROUND COVERS proposed shrubs. Tvpe Perennial flowers Minimum size of shrubs is Square Footaqe 800 Ground covers 800 soD SEED ?YPE OF IRRIGATION Automatic drip and spray 20 ,000 TYPE OR METHOD OF EROSTON CONTROL C. LANDSCAPE LIGHTING: If exterior lighting is proposed, please show Lhe number of fixtures and tocations on a separateIighting plan. Identify each fixture from the lighting plan on the list below and provide the wattage, height abovegrade and type of light proposed. OTHER LANDSCAPE FEATURES (retaining walls, fences, swimrningpoolsr etc.) Please specify. Indicate heights of retainingwalls. Maximum height of walls within the front setback is3 feet. Maximum height, of walls elsewhere on the propertyis 6 feet. D. nettin FOR blrn: Portion of S. D;.'D. #4 LEGAI. DESCRIPTION: }DDRESS: OWNER PHONE PTTONE 471-0626 O O srR, R, R P/s zoNUlsrflrt ARCHITECT Gwathmev Pratt Schultz Arch. ZONE DISTRICT S.D.D. #4 pROpOSED USE 27 unit condominlum building **LOT SIAE 47 6-11 47 Height 'TOIAI GRFA Setbacks Water Course Setback Site Coverage L,andscaping Retaining wal.I Helghts Total , 15' Per s.D.D. #4 5' (30) (50) Per drawings 3t /6' 57 Regrd (300) (600) (e00) (1200)_ Permitted Slope ...1gL Actual SloPe Date approved by Town Englneer: Yes No x ??? Allowed (30) (33) 47, 500 Proposed 65 r max. 47, 500 50' min. . | -lJ -O 57Parking Garage Drlve: Credit not applicable See Site Plan Ranp 0 12? heated View Corridor Encroachment: Envi ronmental./Hazards :l.) 2l 3) Flood Plain none Percent Slope Geologic Hazardsa) Snow Avalanche b) Rockfallc) Debris Flow 4 ) 9letlands Previous conditions of approval (check property file)i Does this request involve a 250 Addition? No How much of the allowed 250 Addition is used with this reguest? **Note: under sections 18.12.090(B) and 18.13.080(B) of the Municipal. Code, lots zoned Two Family and Primary/Secondary which are less than t5r0b0 sq. ft. in area may not. construct a second dwelling unft. The Community Development Depirtment may grant an exception to_thi-s restrictlon provided the applicant meets the criteria set forth under Sections 18.i2.090t8) anA i-9.13.080(B) of the Municipal Code including permanently restrictlng Lhe unit as a long-term rental unit for full- tine empJ.oyees of tfie Upper Eagle Valley. Side 10 oa o- June 22, 1992 ,l^lq""'6h Ms. Shelly Mel1o, Planner #1 Town of Vail Community Development 75 South Frontage Road tlest Vail, C0 81657 Re: Proposed Amendments to S.D'D' #4 Uaterford - MECM Dear She11Y: 0n behalf of our c]ients who are the owners of the !ilaterford Tract, we wish to begin the process of amending S'D'D' #4 to allow for their plan to be developed. lle feel the changes proposed to the approved S'D'D' conditions are either insignificant or result'in improvenents to the approved P'lans. 18.46.040 DeveloPment P'lan The new development plan must be approvedl enclosed please find drawings with the comparison to the ROMA approved plans' A1 so we have a model which we will bring to the work sesslon' 18.46.050 Perm'itted Uses tJe are planning no commercial and the general use 'is mult'i- fami ly r.lhi ch 'is Per A-4. {r.lr oa ot Ms . She'l 1y Me1 1o June 22, 1992 Page 2 In "Area A, Proposed Projects" two scenarios are proposed for tlaterford, l{e would chose Scenario One - with 30 dwelling units al'l owed (actually, we are proposing 27 plus l employee unit). 18.46.103 Oeve]ooment Statistics for Area A. Cascade Villaqe Allowable GRFA = 47,500 we intend to comply. Structured Parking = 69 we are proposing that. Retail = 3,800 we are not proposing any at this time. 18 . 45 . 140 He'i qht As these max'imum height dimensions were specific to an approved plan, it is difficult to apply them to a new plan' In re-designing the complex, however, we addressed three i ssues: 1. minimizing bulk and mass from the Frontage Road' d'i scontinuing the precedent of the Cascade Club: ?. "digging the complex in" as the soils are necessary to remove anyway;3. providing units with the best sun and view without impinging too heavily on the creek and bjke path' i.e', about the same as the existing Westin Hotel . The impact of our proposal is much less than the R0MA plan. See enclosed elevation comparison. Park i ng As the whole of S.D.D. #4 was in a single development district under one ownership, having shared parking seemed feasible. Cascade/tdaterford structured parking can be oa OO Ms. Shel1y Me11o June 22, 1992 Page 3 'incorporated in the plan as conce'ived by ROMA. The parking requirements for Cornerstone are dependent on a building to be designed and built but seems under any scenario to be approximately 60 cars. Th'i s parking issue is in discussion with Cornerstone 0wners and we sense the follow'ing wil'l happenl 1. Cornerstone wjll provide the monies to build parking on llaterford per enclosed plans and it wi'l 'l be part of this submittal 'Z, Cornerstone will design and build their own parking when the time comes to develop Cornerstone and they trill re1 ease MECM from the obligation subiect to Town approval . It seems, therefore, that the parkjng conditions of S.D.D. #4 wjll be met prior to finalizing the proposed Amendments. All other conditions that we know about have been met or wi'l 1 be met jn the on-going process. The 0wners wish to provide an employee unit for the building manager which we assume is not in the GRFA count. lde propose that the landscaping be a continuation of the quality of the flestin. The architecture wi'l I be similar in color, materials, and texture to the lr{est'in; but we feel the scale should be more residential , less hotel-like' ot o.t Hs. Shelly t'lel'lo June 22, i9g2 Page 4 After you have had a chance to review a] 1 these points' please'let us knot vhat 1s necessary to get the ball rolling this most 'interestlng ProJect. S I ncerel y, Enc'losures copy to: Eustaquio Cortina on oo 9/419L (please print or type) A. APPLICANT srGNAqrRE (Sl ADDRESS f|E---_-r revLsed DATE APPLICATION RECEIVED APPLICATION T'ORM T'OR SPECT.nI, DEVEIPPMENj! DISTR,ICT DEVEI.OPMENT PI.A}T I. This procedure is required for any project that would gothrough the Special Development Oistriit procedure The application will not be accepted untir atl lnformationis submitted. A/tr- LOCATION OF PROPOSAL: STREET ADDRESS: Lor-BlocK-suBDrvrsroN clsi'l$q' flql*/C E. A LIST OF THE NAMES OF OWNERS OF ALL PROPERTY ADJACENT TO THE SUB.]ECT PROPERTY AND THEIR I,IAILING ADDF.ESSES. ftFtN@\"1IL{S,F. A TITLE PEPORT TO VERIFY OT{NERSHIP AI.ID EASEMENTS.(o6t\o++tvb II. Four (4) copies of the following information must besubmitted: A. Detailed wrltten/graphic description of proposal; Fgqtcpw^.roB. An environmental irnpact report, shall be submitt,ed tothe zoning adrninistrator in accordance wit,h Chapter18.56 hereof unless waived by Section 18.56.030, exernptpro jects,. Ftr& C. An open space and recreatLonal plan sufficient, to meetLhe demands generated by the development without undueburden on available or proposed public facllities; D. Exisring ""Jl'S;" havinq conrour intervals of nor morethan five feet if the average slope of the site istwenty percent or less, or with contour intervats ofnot more than ten feet if the average slope of the slteis greater than twenty percent. SlCl-DtGxO_ E. A proposed siLe plan, at a scale not snaller than onelnch equals fifty feet, showing the approximatelocat,ions and dimensions of alt bulldings andst,ructures, uses therein, and alL principal sitedevelopment features, such as landscaped areas,recreational facilities, pedestrian plazas andwalkways, service entries, driveways, and off-streetparking and loading areas with proposed contours aftergrading and site development; t D. \ soM eNrvrzpab MAILING ADDRESS UE\A S fi\*t'r-gtO 3 ,qa B. APPTICANT'S REPRESENTATIVE ADDRESS ItttX,{-- c. PROPERTY OWNER(S) orfNER(s) MAILING Vl,.Y,!OedO" . PLEASE ]''AKE TOWN OF VAIL D EPART;\{E}iT OF COM;VII.JNITY DEVELOP}TENT' S.TLES ACTION FORtr{ 75 souTH FBQNTAGE RoAD :./onn/,6,f5N,lllE ZCI\T\O .fu\ID A DDRTSS [{A}S0t 000041510 91'6|:6 gr1 I UILDL\-G C OD E 0t 0000 12415 u M FO R.\{ PLU}'{} 1..-'O C O D E 0l 0000 424 | 5 UM FOR\'! ]ifECHA'ICAL CODE0l 0000 42415 0r 00c0{2{15 UNIFOfu\{ Fru CODE 0l 0000{2415 N,\TIONAL ELECTRICAL CODE 0l co00 .{24 t5 on{En coDEEOOKS 0t co00.lt5{3 0t 0000 {24 I2 >:Ei,ox coPIEs / sTuDIls 0l 00c{ 42i7 t PENAI,TY FEES / R:.1.'-SPECNONS 0l 00c0.{t352 PL,L\ REVIE1V RE.CIIECK FEg [S,<O PER, HR,I 0l 0000 42321 OFF HOURS E\iSPECNON FEE5 CONT)L\ CTO RS LICE\S ES FE]:S61 69AQ4l.rl2 SIGN APPL]CAT7ON FEE 0t 00004r330 .01 000041113 0r 000041.{13 ADDITION^L SIGNAGE FEE ISI.O3 PER, SO,IT. 0l 0(n0121.t0 vTC ART PROJECT DONAT]ON PRE PAJD DESIGN REI'IE1V BOARD FEE0t 0cs04t33t BUILDING-CONSTRUCTION PERMIT COMPUTER DI0r 000042412 *.0r 0000 4r0ro TAX 01 0000 42371 TNVESTTGATIoN FEE (BUTLDTNG) 0l 0c100.il 330 AT]ON IIIORETHT"',I I 00004t330 rs '.'.. * * * * * * * * * tr ,t..: ,,,,,Oy lggJ March 25, 1993 Mr. Gary Murrain Town of Vail Building Department 75 South Frontage Road WestVail, Co 81657 Re: Lift,side Code Discussion Dear Gary: The following is a sunmary of the things I discussed with you and Dan Stanek, and reflects my understanding of what was said. PLease review and let me know if this lnformation dlffers from your understanding of what we dlscussed. SUMMARY OF ITEMS DISCUSSED: 1. It was decided that we could provide an opening in stair tower "A" at grade level , which could act as venting for the lowest run of stairs. With this opening, we can have the area for evacuation assi.stance in the stair tower and not have to provide mechanical ventilation. 2. You indicated that we could exceed 1/'1 2 s]-ope on the ranp near stair "e2" at level 69'-6", to attain 1egal head room in this stai-r. 3. We discussed the possibility of submltting 85t compleLe plans on or about April lst with the completed plans being submitted on or about May lst. This is in an effort to speed up the permit process and give your office a head start on the revie\.r. You indlcated that this was satisfactory, but you want a letter committing to pay the plan check fee of approximately $30,000.00 (actuaL number to be determined), even if the project does not happen. You asked us to submit three complete sets and one set of site and civil drawings. Mr. Gary Murrain March 25, 1993 Page 2 Thanks againguesttons or Slncerely, for all your help.corrections to the Please call if you have above lnformation. any P. C.SCHUI,TZ ARCHITECTS, DS/ad 'wf t lllf 0,uu January'| 2, 1993 Mr. Gary Murrain Town of Vail Building Department 75 South Frontage Road WestVai1, CO 81657 Re: Liftside Code Discussion Dear Gary: The followlng is a sumnary of the things I dlscussed with you and Dan Stanek, and reflects my understanding of what was said. Please review and let me know if this information differs fromyour understanding of what we discussed. As r,re discussed, I would like you to get a clarification from the I.C.B.O. concerning openlngs into trash chute ternination rooms from exit corridors, and the possibility of uslngvestibules. SUMMARY OF TTEMS DISCUSSED: Guardrails at exterlor decks of dwelling units in R-1 construction are to be 42" high.Protection of swj-mming pools is not required in R-1construction and the T.O.V. has not adopted the chapter reguiring protection at R-3 construction.A temporary stand pipe i.s reguired during constructlon for buildings of six stories or more. I should coordinate with the Fire Department. Trash chute termination rooms cannotcorridor. You will ask the I.C.B.o. used. 2. 3. 4. 6. have a door from a exitif vestibules can be connect portions of buildings (We have no area separation A horizontal exit is used to with area separation wall-s.walls. ) A11 portions of a building have to be accessible, not just those floors with the adaptable units on them. You decided that our maj-n entry at level 80'-0" located at the passenger drop off area is our primary entry.7. Mr. Gary Murrain ilanuary 12, 1993 Page - 2 8. You explained to me that in accordance with Sections 505 and 506, t,hat the allowable area for a slngle story (Table 5-C) is not increased due to location on property ( separati-on) ronly the total building area is increased.9. The corridor on the ground floor which connects the stair tothe exterior of the building must have the same fire rating as the stalr enelosure.10. Two exits are regui.red from the outdoor swimmj.ng pool deck area, with one of those exits being back into the buildingwith the door swinging into the building. 11 . A fusible link is reguired at the bottom of the trash chutein the trash chute termination room.12. Stairs and stair areas that do not contain an area should have appropriate signage with an "X" througlh13. If the stair Locat,ed near the recreation room does an area of refuge, we can use the pool deck, but a two-way communication must be provided. 14. An area of refuge could be a portion of a corridor that has an operable window. (f have reviewed Section 304-b-1-C. and would like to discuss this issue further, )15. Exit lights located close to the floor are reguired in R-1construction. (I have reviewed Section 3314-e and low levelexit lights are required only for hotels. I would like to dj.scuss this issue with you. )16. At leveL 43'-3" at the east end of our building, the exitcorridor cannot pass through the ski locker area. IL was suggested we provide a door near the staj-r in this area, andprovide an occupancy separation wal1 with a rated door. (We feel it would be a safer situation if this area could remain as an exit corridor and would like to discuss this i.ssuewith you. )17. You indicated that electrical rooms, mechanical rooms, trash rooms, ski storage rooms, recreation room, and office areasare separaie occupancies (B-2) and cannot be considered accessory uses. These areas must be separated from the R-1portions of the building with an occupancy separation. 'l 8. You indicated that the elevator construction permlt is issued by the State. not the T.O.V. Building Department.19. You indicated that snoke-proof enclosures must be power vented and will be provided with a back-up generator to pohrer these vents.20. At our lock-off unit on Level 90'-6", the lock-off portion of the unit must be separated from the rest of the unit with 1 -hour construction. 21 . You recommended that I review the Appendix concerning sound transmission between units.22. You gave me a copy of your preliminary code review. of refugeit.not have phone for Mr. Gary Murrain January 12, 1993 Page 3 Thanks agaj-n forcall if you have information. Sincerely, DS/ad the help you andguestions about Dan have given us.or corrections to the all any PIease above TECTS, f66lrrfio* January 18, 1993 Mr. Gary Murrain Town of Vail Building Department 75 South Frontage Road West Vail, CO 81657 Re: Liftside Code Dlscussion at your office and on the Telephone Dear Gary: The foLlowing is a summary of the items I dlscussed with you j.n a phone conversation on 1-15-93 and at your office on 1-18-93. This summary constitutes my understanding of matters discussed and decisions reached. If your interpret,ation variesr please inforn me 1n writing. SUMMARY OF ITEMS DISCUSSED:tion rooms can be built with 2. 3. vestibules to separate the entry to the roon from the corridor. The doors to the trash room and the vestibule will have to be rated and must have magnetic hol-d-open hardware. The type of area for evacuati.on described in Chapter 31 ,Section 304-b-1 .-C is acceptable to the building department and you will a1low us to construct it this way, but it rnost likely wilL not satisfy the A.D.A. guidelines. You will al1ow non-combustible plywood over our metal decking as a substrate to the metal roofing, if we provide spray-on flreproofing over the entire metal- decking and steel structure of the roof. A 1-hour assembly is reguired and must be maintained. You will allow us to use the door at the southeast corner of Ievel 43'-3" as an exit. The corridor will be a 2-hour rated enclosure (for the entire corridor)r the door will have break-away hardware, the ski storage lockers will be constructed of non-conbustible materlals and will be 4. Mr. Gary Murrain January 18, 1993 Page 2 configured in such a way that they will not reduce the widthof the corridor when bej-ng used and the room wiII be labeled EXIT LOBBY.5. Low Level exit signs are not regulred in this building.6. An exit passage\^ray refers to the areas outside of thebuilding used to direct people away from the building.7. Footnote No. 11 on page 2 of your preliminary code report dated 1-12-93 does not apply to this bui1ding.8. fn reference to Footnote No. 14 on page 2 of yourpreliminary code report dated 1-1 2-93r you will allowconbustible finlsh materials on the stairs within theindividual units, but not at public stairs. The structural elements of the stairs within units are sti1l reguired to beof non-conbustible materj-als (steel and concrete).9. Footnote No. 17 on page 2 of your preliminary code report dated 1-1 2-93 does not apply to this building.10. A fire alarm system is not required by the building code butit is required by the Town of Vall's amendment to the Code. You suggested that I refer to Sectj-on 15.02.060 of Vaj-l 'sMunicipal Code, and talk with Mike McGee of the Fire Department. PLease call if you have any guestions about or corrections to the above information. P. C. Sincerely, GWATHMEY PRATT v TTECTS, g$t Lt )'\$t${ TELEPHONE CONFERENCE MEMORANDUM Dan Stanek, Town of Vail Building Department Danny Swertfeger May 25, 1993 Liftslde - General Discussion BETWEEN: DATE: RE: 1. The mechanj-cal room requlres two (2) exits with the use ofladder possible to get to the second exit. 2. The gate at the stair from the pool.patio has to swi.ng out with a landing provided. 3. The glass at the overhead door near the spa has to beplexlglass. 4. Dan Stanek, Henry Pratt, and Danny Swertfeger will meet on Thursday, ttlay 2'1 , at 10:00 a.m. to discuss Code issues. /ad & copy to: Frank Freyer Henry Pratt Rj.ck Agett Randy Rexwin].Ie Dan Stanek t/ a -M-@,Qf KaLua I Nd e'&/te, 191ae',rrt*tl- x ELfrnt&,5 -l--6- ga<,'rt-- fiiag4'ke414.4-:'z'4 /*4a4 a* ,-- ---+ 1o/ --&tzrd -5/ o- /C- 1/1?1r?4-tu4- 1r-(AJ -- --&q4(aa'ay an# -ftSatas+W EyLceua-q - --],:--1a-S Soqzd 5lE/( 4-a,af Eae,z- i -----]i-co(e-_- ---- &-o-q-tN s/o/C EaLaw -iil - 2,a3- - Jlo,nt f/?/4 72tst/ 2o4. I I I tl__r64eef 2,2 __ K,,$,ggy w tt1/- St&tl *{M _€fnn-ua e'a< ) fu-rrnt e/et - l 4E--auE-g "7Ifu.A " -fl! 1. t;:'f,)L'o-() Mttse-kuLkL*t::-, Sfuit -tt,tu ,co6 '" (J:orlere)- 4 ' {J.s t1-5' 5s/f/t,&*Y-,F gq V 11-- E€fu,55 -- =cueJT'rfztJdg*4 5ra /-7a6_1 1?nZ\ 3Ar&EEageg@ ftAzv.6,- ',1'4r13 6'4.'93 s,'1-lt'Z € 4/-4 t {-o t --]' ,rTOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 479-2158 7 PROJEOT (LOcATloN): I ', i",, '..,i' i. ii L ,4'.\', i r,' ! :i .' l' , i i'_. i ,,1 i'ii ,- \ j,tl*1 i5,1:i,1 .? ki{ i i I't .u: tr i: lr | , tz- CONTRACTOR'S COMMENTS Received by: Whhe-Conlrador Pink-Con6vuction Engineea l-o I 7\..r \ ?" -- -1L)ts.uL. ]!trkiA\jr t' TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 479-2158 FIELD MEMO PROJECT (LOCATTON):L.Ifr i"Df L...1 rii,."-.,JIJF F -T t-ef{>irrr- i U Nprpfit\,,';.i\ :' -') " : ' 't."/l ") -:'r'ribr i.jr.- { -,.,,.'.i.:,fg51r.--.- 1?t*t() F.;{'aiL Lj(r"-(r {i,-', {-4)/'1pi.,11s-l !. t}e.i .3 ;-,.l/:J^.;t *&i E ,, t:'f Uo t( trD ,-, ,/ r j ': ,',-.1 ;".i_.r. 1 ] , ,rJ . i-. .-:l -,.-i .,,- , , -,* l I r i,r--., 1;g1s. -i r'.j': l, .." CONTRACTOR'S COMMENTS Reeeived by: -Date: Whnd-Conlractof Plnk-Conslruc:tion Enginoer Canary-Flle lun 42 W. ltleadow Dr. Vall, Colorado 81657 Vail Fire Department CORRECTION NOTICE Date of original inspection: Building address:lZ Za- d...,et77/4r/$-/ ,ORtt*i€ TimesarvEd: 476-2200 TH|S $UPPLEMENTAL REPORT COVERS THE FOLLOWING: a/uNtFoRM FIFE CODE (U,F.C.) VIOLATTONS u n NATTONAL ELECTRTC CODE (N.E.C.)V|OLAT|ONS tr c mnrroxnl FIRE coDEs (NFpA) vtolATtoNs tr $AFETY VIOLATIONS UNSAFE PRACTICES OTHER DESCRIPTION OF VIOLATION: o/ 2/ru'.r2,,,J/t t-C."4 lsl a Z f./l- ( .d.,a),.-(- &7 &*,-1".,1 7 lPJ ,.4 ,/<11.a--t?J ;-/):&.tz<>J -Ztf Zrc zrrlet re.J 6 ut' 'aJ.e4.lt<4 f,/t'( z. zo{/c z*o r76'J Qr'?Afn .OFr' Ft-*Ut-7';fr/26u./.A.tlp *<;-Zo4/S /*rz"/l11zl-ire/z 4..+-t 7' c I 8urc.--4 €Nc {- A.f .-fta-/rn,.,a.:'7 p-uJ l--/ nr.t ./S /t.t--<-L- lrZ A/:<. &/o3. ?tt.tc/, CITED CORRECTIONS SHALL BE COMPLETE O AV..f,..T r'A"6 &I,I.*F.M. DATE: BUILDING FIRE DEPABTMENT OFF'CER:.Zr* /Z/-€J/d4 /t MEMORANDUM IO: DAN STANIK, TOIAN OF VAIL FROM: RICKAGETT DATE: 7.12.96 REF: LIFTSIDE CONDOMINIUMS, ELEVATOR SMOKE DOORS LAST YEAR IA/E REPLACED 17 ELEVATOR SMOKE DOORS AT LIFTSIDE BECAUSE THEY HAD BEEN CUT TO SHORT. THE DOORS I/W USED DID NOT HAVE A 20 MIN. LABEL INSTALLED. IN LIEU OF THE LABEL, PLEASE ACCEPT THE ATTACHED LETTER AS CERTIFICATION THATTHE DOORS INSTALLED COMPLYWTH THE SPECIFIED REQUIREMENTS. THANKYOU RICK ACC EPTANCE AC KNO\TVL EDG ED; A. &e. HOOrluoRK, rNc.36394933€2 F. At-frt Olu-.r-IwT-?rcr( lrrtllcctrud Dcclf f Hfroolm qliPt_glp n w nhnr, ||||ria[l ?tso(t00) Et&6A7t orpraibrr+ttr -- ntx(af4 e{$9t56 JulyZO, tggS Arcldl€cturd Custorn Woodwork P.O. Box432 Avon, CO 81620 Auodon: lValttrurnniqgs TDEAL WOOD PRODUCTS, O{C. ccrtifics tbar thc foll,owirrg doors arp o,f the crni€courtnrcrion as rhore rhrt uoutA carry a -* - 20 ;,tJ; . ..-. ;l;;= ". PTIRCHASER: Arc&itco0nal lL Cusrom Woodmrk INVOICE NtJIrffitER: 0?1309 SS IIrIVOICE DATE: tuf ta,l995 NUMBER Or DOOR$: I? Doorr TYPE Of DOORS: Doors of 5 ply conrtnrctioq partideboard coft, frced with plain eliced ckry with encrry srilcr, Hg bsvel, snd pr€madiilcd. A r il\Jt tvYta I #lr,T;Dztr?lav?-,rr+,l4I H tpvow - "rr, l+'}{ t\\J. COORDINA1E AI.I- \JVIJ tr-l T N \./T\ INIJE 4olll?#.' .ot 4,la'11 fuiwotn--4"4,l4r tl + Tr.1 I PED T UTIL{ F,*rJ: vqevo 1"4, l9t PLANTER AREA ,]v MECI|AN|CAL ?tci_ nF.lili wlt2va\+- 1t'1 t l"' Aa 8085.7, DRAIN '--'N52'50'29" 8083.3' 4oNl|e+.-a'4"E,dJl*vtaUaw- 6"+, l?2 n- '_a,,1 ,la'{7 c-'' c- 3{"#\-atll?a. 6r+,1+,tl futll7vft.- - et'4, lz' ll furptate- \?Aev 6t',+ , l+'4 \4r'+' 16' H ll14l H 1"4 , lz'4 fuvwv+-Xt, l+,Fl- o DEVELOFER IMPROVEMENT AGHEEMENT OF VAIL (hereinafter called the "Town"). WHEREAS, the Developer, as a condition of approvalol the wishes to enter into a Developer lmprovement Agreement; and / THIS AGBEEMENT, made and entered into this lt oay ot APerL , 1939 by and among MEC-M ENTER.ners$(hereinafter cailed the "Oevetopef), anO tne iOWtrt o 6tz-t*ltrsq ?ev:mrf . WHEREAS, the Developer is obligated to provide security or collateral sufficient in the iudgment of the Town to make reasonable provisions for completion of certain improvements set forth below; and WHEBEAS, the Developer wishes to provide collateral to gu6rantee performance of this Agreement, including construction of the above-referenced improvemenls by means of the following; Developer agrees to eslablish a cash deposit with the Town of Vail in a dollar amount as set forth below, such cash deposit account shall provide security for the following: IMPROVEMENT NOW, THEREFOHE, in consideration of the following mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expenses, to furnish all equipment and material necessary to perform and complete all improvements, on or beforeJut-V I , 1913 . The Developer shall complete, in a good workmanlike manner, all improvements as listed above, in accordance with all plans and specifications filed in the office of the Community Development Department, the Town of Vail, and to do all work incidental thereto according to and in compliance with the following: a. Such other designs, drawings, maps, specifications, sketches, and other matter submitted by the Developer to be approved by any of the above-referenced govemmental entities. All said work shall be done under the inspection of, and to the satisfaction ol the Town Engineer, the Town Building Official, or other otficialfrom the Town of Vail, as affected by special districts or service districts,' as their respective interest may appear. and shall not be deemed complete until approved and accepied as completed by the Town of Vail Community Development Department and Public Works Department. \ 7+ooo sr *r il.ts ,36o0 Developer agrees to provide security and collateral as follows: A cash deposit account in the amoun t ot $_*;ao_to be held by the Town, as escrow agent, shall provide the security for the improvements set forth above if there is a default under the Agreement by Devetoper 3. The Developer may at any time substitute the collateral originally set forth above for another form of collateral acceptable to the Town to guarantee the faithful completion of those improvements refened to herein and the performance of the terms of this Agreement. Such acceptance by the Town of alternative collateral shall be at the Town's sole discretion. ' 4. The Town shall not, nor shall any ofiicer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee thereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmtess the Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the Town lor any and all legal or other expenses reasonably incured by the Town in connection with investigating or defending any such loss, claim, damage, liability or action- This indemnity provision shall be in addition to any other liabitity which the Devetoper may have. 5. lt is mutually agreed that the Developer may apply to the Town and the Town shall authorize for partial release of the collateral deposited with the Town for each category of improvement at such time as such improvements are constructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. 6. lf the Town determines that any of the improvements contemplated herein are not constructed in compliance with lhe plans and specifications set forth herein by the date set forth in paragraph 1, the Town may withdraw from the cash deposit such funds as may be necessary to complete the unfinished improvemenls. The Town shall release such funds upon the wriften request of the Town stating that the improvements have not been completed as required by the agreement. The Town shall not require the concurrence of the developer prior to the release of the funds to the Town, nor shall the Town be required to verify independently that the improvements have not been completed as reguired by this Agreement, but shall release such funds solely upon the Town's written request.7. The Developer warants all work and material for a period of one year after acceptance of all w6rk referred to in this Agreement by the Town if such work is located on Town of Vail property or on road right-oFway. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. Dated the day and year first above written. STATE OF COLORADO ) ) ss. COUNTYOF EAGLE ) ss. b\w&ed be{ose me trristAreement w Witness my hand and official seal. My commission expires: STATE OF COLORADO COUNTY OF EAGLE The foregoing Developer lmprov€ment Agreement was acknowledged before me this 7n day of /h*y ,19f 3 by z44A/ ce4FtL , /tcr/'l( 7''oui mnt/ttrtle-.- Witness my hand and official seal. My commission expires: ffi:f.E'byAr*;ft ocntrtt Er 8@er 26' 1995- 75 S. Ftotti.gsnord, Vail, @ 8i667 d-rrt -.' / A .rI lh. r ):', i/' Courrraalq, tqll &i.nnE-Itta* .j I PTEASE MAKE TOWN OF VAIL DEPART;\{EN*T OF COM;vltiNiTY DEVELOP}IENT . S.ILES ACTION FOR}{. 75 SOUTH FRONTAGE ROAD DATE 0r 00004t510 zcN,\.*o .A'|\D ADDRISS hrAls UNf .rO L\ f B UiLDL..*O CO D E UMFOR\{ PLU}/{BE\C CODE0t 0000 {24 t5 0l 000042.{,5 .l UMFOR}.'I{ECI{i}TCALCODE 0l Ct000 rlX4l5 UNIFOR,\{ FIRE CODE 0t 000t'4?{tJ N.\TIONAL ELECTRTCAL CODE 0t 0000.{24t5 OTIIER, CODEEOOXS 0t co00.il513 0r co00.r2412 ):Enox coPIEs/s'iuDGS 0t 00co423tl PUNAI.TY FEES / RE.!.,*SPEC.nONS 0l 0000.il3i2 PL,L\ REVIE1V RE,CHECK FEE fS.IO FER, 0t 0000 42323 OFF HOURS DiSPECTION FEES 0t 0000.il.{t2 c oN TjL\ cTO RS LICE\g f5 pg15 0t 00004t330 .0t 0000 4t4J3 srG-NAPPLIEAnffi 0l 00004t4t3 ADDITIONALSIGNAGE FEE ISI.OO FEN, 0t ct{o 4?{.t0 lTC A RT PROJECT DONAT] ON 0t 0000,{t331 PRE PAJD DESIGN REVIE1V BOARD FEE 0tc00042412 I BUILDTNG-CONSTRUCTT0N PERMIT COMPUTER D 01 0000 42371 INVESTIGATION FEE (BUILDINC) * * * * ,t * * 4 +':Y'' Chen€Norttrern,t Consulttng Engneers and Screnl|sts 5080 Foad I54 Glenwcod Spftngs, Colorado 81601 303 945.7458 303 945-2363 Facsrmde PRELIMINARY SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED LIFTSIDE BUILDING EAST OF WESTHAVEN DRTVE AND WESTIN HOTEL SOUTH FRONTAGE ROAD WEST VAIL. COLORADO JOB NO. 4 r78 93 DECEMBER 21.1992 PREPARED FOR: MECM E}.ITERPRISES ATTN: EUSTAQUIO CORTINA P.O. BOX 3149 vArL co 81658-3149 Chen€Nonhonk Consrrl'ng Eng,neersandScrentlsts 5080 Road 154 Glenwood Sprrngs. Colorado 81601 303 945.7458 303 945-2363 Facsrmile December 21,1992 MECM Enterprises Attn: Eustaquio Cortina P.O. Box 3149 Vail CO 81658-3149 Subjece Preliminary Subsoil Study for Foundation Design, Proposed Lifuide Building, East of Westhaven Drive and Westin Hotet, South Frontage Road West, Vail, Colorado. Job No. 4 178 93 Gentlernen: As requested, we have conducted a preliminary subsoil study at the subject site. Subsurface conditions encountered in the exploratory borings drilled in the proposed building area consist of man-placed fill overlying coarse gravel and siltstone-endstone bedrock. Groundwater was not encountered in the borings at the time of drilling. The proposed Liftside buitding can be founded on spread footings placed on the natural granular subsoils or bedrock and designed for an allowable bearing pressure of 5000 psf. The report which follows describes our investigation, summarizes our findings, and presents-our recommendations suitable for planning and preliminary design. Additional subsurface exploration should be conducted to determine final design recommendations. It is important that we pmvide consultation during design, and field services during construction to review and monitor the implementation of the geotechnical recommendations. If you have any questions regarding this report, please contact us' Sincerely, a DEH/ec Rev. By: SLP cc: Gwathmey Pratt Schultz Architects - Attn: fVA - Attn: Tom Skinner " -.-"u. -'.."[lIEl ... -.:rcon .3- es Henrv Pratt"/ a_ 1 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY PROPOSED CONSTRUCTION SITE CONDITIONS FIELD EXPLORATION . . SUBSURFACECONDITIONS . . . PRELIMINARY DESIGN RECOMMENDATIONS FOUNDATIONS FOUNDATION AND RETAINING WALLS GEOTEXTILE REINFORCED WALI.,S . TTFRACK WALTS FLOOR SLABS IINDERDRAIN SYSTEM SITEGRADING ... SI'RFACE DRAINAGE LIMITATIONS FIGURE 1 - LOCATION OF EXPLORATORY BORTNGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURES 4 THROUGH 6 - GRADATION TEST RESULTS TABLE I . SUMMARY OF LABORATORY TEST RESULTS CLASSIFICATION OF SOIIS FOR ENGINEERING PURPOSES 4 5 6 8II 9 10 10 11 f l',,-. . 'r F\lnrrll.'rn Inn PT]RPOSE AI.ID SCOPE OF STTJDY This report presents the results of a preliminary subsoil study for the proposed Liftside building to be locat€d on the Waterford site east of the Westin Hotel, Vail, Colorado. The project site is shown on Fig. 1. The pupose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our proposal for preliminary geotechnical engineering study to MECM Enterprises, dated November 23, L992. A field exploration program consisting ofexploratory borings was conducted to obtain information on subsurface conditions. Samples obtained during the field exploration were tested in the laboratory to determine the engineering characteristics of the on-site soils. The results of the field exploration and laboratory t€sting were analyzed !o develop recommendations suitable for planning and preliminary building foundation design. The results of the field e:cploration and laboratory testing are presented in the report. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recomrnendations ba-sed on the proposed constructioir and the subsoil conditions encounlered. Design pard,metrers and a discussion of geotechnical engineering considerations relaled to construction of the proposed building are included in the report. /- l",-,.*NIn,'tl 'orn lnn - 2'- PROPOSED CONSTRUCTION The proposed Liftside building will be a six-story steel frame structure with an underground parking level on the north side of the building. T-he parking garage will probably be precast concrete. Ground floor will be slab-on-grade. Grading for the struc$re is assumed to require cut depths between about 15 tro 20 feet for the west side of the building with deeper cuts on the order of 30 !o 40 feet on the east side of the building. Column loads up !o about 350 kips and wall loads up to about 18 kips per foot are expected. Ifbuilding loadings, location or grading plans change significanfly from those described above, we should be notified to reevaluate the recommendations contained in this report. SITE CONDIflONS The site is tocated northwest of Gore Creek and southeast of the I-70 frontage road. Westhaven Drive is located to the southwest of the lot. A great deal of fill was placed on the site during construction of the nearby Westin Hotel complex. Many rounded boulders were observed on the ground surface. The fill is piled up l0 to 15 feet above the existing road level on the westem side of the site. The southeastern portion of the site slopes steeply down to a bicycle path along Gore Creek. /-l- ....31r l^'41...*'" Inn -3- FIELD nkpr.,onanox The field exploration for the project was conducted on November 24, ?5 and December 4, 1992. Four exploratory borings were drilled at the locations shown on Fig. I to evaluate the subsurface conditions. The location of the borings in the building area was limited to the central part of the site due to the fill piles and steep lerrain. The borings were advanced with 4-inch diameter continuous flight augers powered by a truck-mounted CME-55 drill rig. The borings were logged by a representative of Chen-Northern, Inc. Samples of the subsoils were taken with a I 3/8-inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140-pound hammer falling 30 inches. 'Ihis t€st is similar to the standard penetralion test described by ASTM Method D-1586. The penenation rcsistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Fig. 2. The samples were retumed to our laboratory for review by the project engineer and testing. SUBSIJRFACE CONDITIONS The subsurface conditions encountered in the building area at the site are shown graphically in Borings I and 2 on Fig. 2. The subsoils consist of about 14 to 2l feet of man- placed fill overlying relatively dense, silty to clayey sand and gravel containing cobbles and boulders. The fill appears to consist of cobbles and boulders with a finer silty sand and gravel matrix and occasional topsoil. The density of the fill was variable. Drilling in the frll with /- l.^," ENln,.tlrr..n lnn -4: auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit at Boring l. At a depth of 24 feet in Boring 2, hard to ve.ry hard siltstone-sandstone bedrock of the Minturn Formation was encountered underlying the dense natural gravels. The bedrock appears to be s8adfied and weakly to non-cemented. The subsoil conditions encountered in Borings 3 and 4 in Westhaven Drive consist of 3 to 4 inches of asphalt pavement overlying 6 inches of base @urse overlying medium dense silty to clayey sand and gravel subgrade soils. I-aboratory testing performed on samples obtained from the borings included natural moisture content, Atterberg limits and gradation analyses. Results of gradation analyses performed on small diameter drive samples (minus I ll2-inch fraction) of the existing fill and natural coarse granular soils are shown on Figs. 4 through 6- Atterberg limits testing indicates the fine portion of the hll under Westhaven Drive is of low plasticity. The laboratory testing is summarized in Table I. No free water was encountered in the borings at the time of drilling or when checked on December 2, 1992 and the subsoits were slightly moist to moist. PRELIMINARY DESIGN RECOMMEI\DATIONS The fill encountered in the borings appears to be quite variable and is not suitable for support of the proposed building. Portions of the fill may consist of oversize rock and topsoil which are not suitable for use as wall backhll or underslab fill. It appears tlat most of the fill will need to be removed at the proposed lower floor levels of the building. /-1. ..-.S\ I^,1l '..,-,. [nr- -5- The following recommendations are made for preliminary design of the building foundation. We should review the building foundation design and perform additional exploration and analysis as needed for the final design recommendations. FOUNDATIONS Considering the subsoil conditions encountered in the exploratory borings and the nature of the proposed consruction, we Fecommend the building be founded with spread footings bearing on the natural granular soils or bedrock. The design and construction criteria presented below should be observed for a spread footing foundation systern. The construction criteria should be considered when preparing project documents. l) Footings placed on the undisturbed natural granular soils or bedrock should be designed for an allowable soil bearing pressure of 5000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about I inch or less. 2) The footings should have a minimum width of 18 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 48 inches below exterior grade is typically used in this area- 4) Continuous foundation walls should be reinforced top and bottom to sPan an unsupported length of at least l0 feet. Foundation walls acting as retaining structures should also be f-l-^.-.Et\ l^,+l.,c..,.n f nn t 5) 6) -6- designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to relatively dense natural granular soils or firm bedrock. If water see,page is encountered, the footing areas should be dewatered before concrete placement. A representative of the soil engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions- FOUNDATION AND RETAINING WALI.S Low foundation walls and retaining structures fless than 12 fent high) which are laterally supported or restnained and can be expected to undergo only a slight amount ofdeflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 45 pcf for backfill consisting of the on-site granular soils. High foundation walls (greater than 12 feet high) should be designed for a lateral earth pressure computed on the basis of a uniform load in psf equal to 30 times the wall height in feet. It may be possible to use a lower lateral earth loading where cuts are made into stable bedrock. Cantilevered retaining stmctures which are separate from the building and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a laleral earth pressure computed on the basis of an equivalent fluid unit weight of 35 pcf for bacldill consisting of the on-site granular soils. All foundation and retaining structures should be designed for appropriate surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures /-1..^.-.S\ l^,-r 1..-,-'. Inn o- t- recommended above assume drained conditions behind the walts and a horizontal bacldll surface. The buildup of water behind a wall or an upward sloping bacldill surfaee will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided !o prevent hydrostatic pressure buildup behind watls. Backfill should be placed in uniform lifts and compacted to at least 9O% of the maximum standard Proctor density at a moisture content near oplimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the bacldll or use large equipment near the wall since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected even if the material is placed correctly and could result in distress to facilities constructed on the backfill. Use of a coarse granular material and increasing the compaction to at least 98% relative density could be used to limit bacldll seftlement. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.50. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf. The coefficient of friction urd passive pressure values recommended above assume ultimate soil sEength for bearing on the natural gravels or bedrock and dry granular backfill. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimare sbength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95Vo of the maximum standard Proctor density at a moisture cont€nt near optimum /'\t-^.. SNl,-...-r l.'c..n lnn -8- GEOTEXTILE REINFORCED WALIJ We understand that geotextiles may be used to reinforce site retaining walls and slopes outside of the building. Al1 existing fill should be removed to expose the natural soils or bedrock. The following soil parameters can be used to design the geotextile reinforced walls. Materiar ,",#*t?llu"" Compacted structural fill* 35. Natural gravels 38o Moist Unit Cohesion Weight (pcfl (psfl r35 r35 0 0 *Structural fill is assumed to consist of approved granular soil standard Proctor density. TIEBACK WALIS We understand that tieback soil anchors are being considered for latenl support of the building foundation walls. We expect that tiebacks with working capacities on the order of 100 kips should be possible at the site. The soil anchor design should arisume that only the grouted length located deeper than the failure plane be used to calculate anchor capacity. The ultimate bond unit strength between the grout and soil to resist pullout should be about 20CI psf based on an average vertical depth of anchor of 20 feet. The load capacity of the tiebacks should be evaluated by pull out testing. We should review the wall and tieback design and perform additional analysis as needed. FLOOR SLABS The natural on-site gravel soil ald bedrock, exclusive of topsoil and existing fill, are suitable to suppofi lightly to moderately loaded slab-on-grade construction. To reduce the effects of some differential moyement, non-structural floor slabs strould be separated from all bearing compacted to at least 95To of /-l'.'." S\ l,-,.t l'...''' Inn -9: walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4-inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2-inch aggregate with less tiran 50% passing the No. 4 sieve and less thanlyo passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95Vo of maximum standard Proctor density at a moisture content near optimum. Required fill cart consist of the on-site gravels devoid of vegetation, topsoil -O ou*i""0 ,o"t. I}NDERDRAIN SYSTEM Although free water was not encounlered during our experience in mountainous areas that local perched groundwater may develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoffcan create a perched condition. We recommend below grade construction, such as rctaining walls, crawl space and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum lTo to z suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than Lyo passin1 the No.200 sieve, less than 507o explomtion, it has been our /-l-. ^,_ '3N I,-,< 1.,c..n lnn - 10'- passing the No. 4 sieve and have a maximum. size of 2 inches. The drain gravel backjill should be at least 2 feet deep. STTE CRADING Permanent unrctai-ned cqt and filI slopes should be go9"d at 2 horizonal to 1 vertical or flatter. The risk of slope instability will be increased if seepage is encountered in cuts and flatter slopes may be necessary. If seepage is encountered in permanent cuts, an investigation should be conducted to de0ermine if the seepage will adversely affect the cut stability. Embankment fills should be compacted to at l€st 95% of the maximum standard Proctor density near optimum moisture content. Prior to fill placement, the subgrade should be carefully prepard by removing all vegetation and topsoil and compacting b 95% shndard Proctor density. The fill should be benched into the portions of the hillside exceeding 20% grade.This office should review site grading plans for the project prior to construction. SURFACE DRAINAGE The following drainage precautions should be otserved during construction and maintained at all times.after the building has been completed: 1) tnundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior bacldll should be adjusted to near optimum moisture and compacted to at bast 95 7o of the maximum standard Proctor density in pavement and slab areas and !o at least 9O% ofthe maximum standard Proctor density in landscape areas. f 1..."- €hlnrl lrr--rn Inr- - ll'- The ground surface sunounding the exterior of the building should be sloped to drain away from the foundation in all directions. we recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first l0 feet in paved areas. Free-draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. Roof downspouts and drains should discharge well beyond the limits of all backfill. LII\{ITATIONS This report has been prepared in accordance with generally accepted geotechnical engineering practices in this area for use by the client for preliminary design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploiatory borings drilled at the locations indicated on Fig. I and the proposed type of construction. Additional subsurface exploration is recommended to evaluate variations in the subsurface conditions across the lot and to develop final design recommendations. We recommend on-site observation of.excavations and foundation bearing strata and testing of structural fill by a representative of the soil engineer. Sincerely, CHEN-NORTIIERN, TNC. b:-/s Daniel E. Hardin, P.E. Reviewed By 3) 4) qk-_4,&+L Steven L. Pawlak, P.E. f t-.-'.- SN l,-r.tl.,nrn Inn *"il, Elev. = 8092r Eoring 2 Elev. = 8078.5 ,o",nn, I sorins 4 Elev. = 9074, EIev. = 8077' 8070 7r/9,2oto +4.23 -200=30 511? 9r/F,so/3fr:l liodSzo 812.25t0 ffi'fiiil on?c 32t 12) rc=to) +4'31) -200=29 50/3 m70 8060 8065 8060 8055 Explanation of synbols presented on Fig 3. ! L c) I za q) U LEGEND: ffi nspnalt Pavement;4-inches thick at Boring 3, 3-inches thick at Boring 4. I 5/ 12 til Sf Road Base; silty sand and gravel, frozen, 6-inches thick. Fiil; cobbles and boulders, silty to clayey sand and gravel matrix, occasionaltopsoil, loose to medium dense, slightly moist to moist, mixed brown. ffi e"au"t (GM); sandy, silty, with cobbles, dense, nloist, rounded rock. Siltstone-Sandsto4e Bedrock; weathered,gray, stratified. Drive sample; Standard Penetration Test sample, ASTM D-1586. Drive sample blow count; indicates that 30 inches were required to drive the SPT [-f oirtu"u*d bulk sample. T Practical rig refusal. I NOTES: 1. Exploratory borings were drilted on November ?4,2s and December 4, 1992 witha 4-inch diameter continuous fliqht power auger. Locations of exploratory borings were measured apprcximately by pacing fromfeatures shown on the site plan provided. Elevations of exploratory borings trere measured by instrument level based onspot elevations and contours on the site ptan provided. The exploratory boring locations and elevations should be considered accurateonly to the degree implied by the method used. The lines between materials shown on the exploratory boring logs represent theapproximate boundaries between material types and tiansitions may Ub gradual. No free water was encountered in the borinqs at the time of drillino or when checked on December 2, 1992. Fluctuations-in water Ievel may occur-with time. Laboratory Testing Results: l,|C = l.later Content (%) +4 = Percent retained on No. 4 sieve -200 = Percent passing No. 200 sieve LL = Liquid t-imit (%) Pl = Plasticity Index (%) hard to very hard, slightly moist, (SPT), 1 3/8-inch I-0. split spoon 5 blows of a 140-pound hammer fallinq sampler 12 inches. 2. J, 4. E 6. 7. 4 178 93 Chen€Northem.lnc Leaend and Notes 24HR rHR | ..^ | I 45 MrN 15 M'N 60 MrN rg MrN it MrN l MtN .2m .l0o .50 ,.4o,3o .16 i.a .. rr- ,. !!1" 3- s"6 8- I ^^ lts w 42 2.O 152| ^ ^.^-.^. -...........----- |r OIAMETER OF PAFTICLE lN MILLTMETERS t CTAY TO SILY I F|NE I MEDTUM ICOAFSEI FiNE | _99%_ cRAvEL ?6 % sAND 47 ,r. stLr AND cLAy 27 % %% PLASTICITY IND;X AMPLEoF glqyey gravelly sand FRoM Boring 1 at 14.5 feet fill t T|ME ner 2Cus zxn | .," | ' I.s-MrNlsMtN 60 MrN rgMrN.MrN r MrN '200 'r@ '50'ao'30 .t6 ,'e '4 b" !;- 1'h- 3" 5"6- '.m '.^|.^w g,:t -' u{*-. dry n.n nrmoDr m2 m5 @9 o'r9 037 0t4 r49 297 | S9O r t9 2B a 16 9 53 19 r 38 r 16.2 121| 26 t ?o 152. I OIAMETEFI OF PARTICLE IN MILLIMETERS I "a^r ro I FrN€ t ueoruu lcoensel rrr't=ft;83?-'lco68r-ES GRAvEL 23 % SAND 47 x srLr AND cLAY 30 % pLosflcrrY rNDEx % sAMpLEoF silty gravetly sand FRoM Boring 2 at 4.5 feet tlll LIOUID LIMIT 4 178 93 Chen€Northern.lnc GRADATION TEST RESULTS Fis. 4 24 HR t rrFr | ..^ | I45MlN tsMrN 60MlN 19MtN4MrN. t MtN .2OO .lm .50'40'lO .16 'i.a .{ \.. ,,. l'r- 3_ 5-6 8- ...-12 20 15?r ^ . ,", .,,, , ,^;---^. II OIAMETER OF PARTTCLE tN M|LL|METEF|S CLAY IO SIL T GFAVEL 38 ",6 sAND 42 % srlr ANo cLAy 20 % sAMpLEoF Silty Sand and gravel FRoM Boring LloulD LtMlr %PLASTICITY IND;X 2 at 14.5 feet r--G r24HH zHR r .," I r45pfN f5 Mrv 6OulN r9 MrN . |.rtN I MiN '2CO 't@ .so .40 30 .16 ita ,. rt- {- rh- 3- 5'6- l o roc. 0or 62 m5 o(x) org q,7 07.1 .r49 .297 | 590 | tg ts.39 a76 9.s? t9 | 38.t 76.2 r27 | 26 I n2 2.O ttt II OIAMETER OF PARTTCLE tN MTLLTMETERS I CLAY TO SILT l-?'rue .r.o,u*, rcoo*ser .,rue fficaEa'Es- GRAVEL 26 % sAND 41 * srLr AND cLAy 33 % LIOUID LIMIT SAMPLE oF Si ltyfin 30 % pLlsrrcrrY rNoEx 7 sand and gravel FRoM Boring 3 at 1 foot 4 178 93 Chen€Northern.lnc GRADATION TEST RESULTS Fig. 5 -!7 -- t_" .24HR. lHR | ..^ I I{5MrN r5MrN 60MtN rgMtN. {Mlrry '2po .too ,SO.4o.3o .t6 'i.e .l |r, v.. I,r- r- s-e . i" --- .*,ar-#-- -i+-r:t40+ :Jl '*I -42 2,O t52r DTAMETER oF pARTTCLE rN MTLLTMETEFS I CLAY TO SILf GRAVEL 31 % SAND 40 x srLT AND cLAy 29 oh LtourD LrMrr * ",-osrrcrry rNDEx % sAMpLEoF silty Sand and gravel FRoM Boring 4 at 2 feet . and 5 feet combined 24Ha 7HR | ..^ I I _asrlrfN 15 MIN @ MIN 19 MIN 4 MIN I MIN '2O0 'r(x, '5O .{O '3O .16 ',YA .4 lr- v.- 1u,- 3. f 6. n..^txr .oo2 .0o5 .(xtg 0rg .6t o71 .149 .29t | 59o t.tg 12.38 { t6 9 53 tg I 3o.t ta.2 fltt fu- | 42 20 t52 -I OTAMETER OF PARTICLE lN MTLLTMETERS I CLAY TO STLT l-;iF-f MEpruM lcoAFSEt FrirE l_EE;;EE-lcoEBLEs GRAVEL S SANO 1I SILT ANO CLAY Lloulo LtMlr SAMPLE OF * eLosttcrrY rNDEx % FROM 4 178 93 Chen€lrlorthern.lnc.GRADATION TEST RESULTS Fis. 6 Chen-Northern, lnc. TABLE I OF LABORATORY TEST RESULTS 4 178 93 I SUMMARY ch"en-North."rr, ,rr uHSslFlcATloN oF SotLS ron ENGINEERING PURPoses . hd h tEig-t,-.ffi 7-tr| tion Slrstem) Soil Ctase ifcrlion Criteris tot A$igning Group Symbots and Group Nam€s UEing Laboratory Tests. SJ#fl, *"'"' Colrse-GrSined Soits More than S(}b retainad on No. axt siey€ Grav€ls Mor6 than S0% coarse trsction retained on No. 4 3ievo Cl6an Gfavsts Less than 50,6 tinesc qr24 and 1SCCS3.Gw Wb[ grr&d gravBt, Cu<4 and/or t>Cc>$GP Poody grad€d gravet. Glavels with Finss Mors than 1295 tin€sc Fln93 classify as ML or MH GM Silty graral. o . Fin63 clsssaly e3 CL or CH GC Clay€y gravef o " Sands 50% or more ot coars€ laadion pass€s No. 4 sieve Clean Sands Less than Cu>6 and t<CcS3.sw Wbll-grad€d sand, Cu<6 and/or l>Cc>$SP Fborly 9rad6d srnd' Sands with Fines More than t29l linasd Flnes classity as ML or MH gM Sllty sa6'" ' Finas cla8sify as CL or CH sc Clayey s.nd. , . FinFcrained Soits 509t or noro passaa lhe l'lo. 200 si6t/€ Silts and Ctays Uquid llmit less than SO inorganic or9anic Pl>7 and plols on or abow "4" line' CL Lean cht| ! " Pl<.t or plots below "A" lane' ML s r.. Liouid limil - oven dried-^.. OL Uouid limil - not d Orgurtc 66y.. "Orqanic silti''" Silts and Clays Liquid limit 50 or more horganic Pl plots on or aboye "A" lins CH Fat cteY ' ' Pl plots below "A" line MH Asstic silt . . organic Liquid limit - oven dri6d-^ ,.Uquid limit - not d Organicctalr.r-.'oH OtgEnic silt" ' o Highly organlc s6itg Primarily organac matter, dart in cotor. and organic odor , Falt €|r.d o.r rn! r t rid Frahe ti. Oin. {t$firrl rln'.. 'lt fafd xrrda coafaind cobbla, o. t otd(r! of !oth- _rttd \iin clot|la oa bou[ta6. o. bofi. io efol,o mn€..Oravtlr witrr 5 to tZf tin ..q|jrr d|,.t .yrnDoc: CWLGU rtlg.rdrd or.e.t *irh .itt OW-€C u.0!r..r.d !6vat qith ct y OP6l| poorty lrad.d grlrtt with gtt GP€C ooo.ty e rra.d g(rrd *{th ct ,y 'Stndt rrffi 5lg t2t linaa trqd.r d(.t annboL: . Stlt-SM wt0{.rd.d ..nd with ri|l SW-SC u.[{n t rt rnd Eit'r d.y SP.SI, poo.tt g.rd.d trra with ritt SP-SC qog.ty t..d.d |.nd with ctry .cs = Do /oro c"=ffi_ 'll roil contaan! >tst tr.d. dal .ldrh $ld. to grosp naftt..|l tin!| etraaity rr CL-ML uaa duat tyrnbot GC_GM. or sc-sM- ' lil|6 lrq grgaric. rdal -xith orglnic linea' to group 'la aoil conarint >t3L g..ttt. rdEl .,r,ilh g,at.!t- to group nama. 'll Afla.n r! thntu Ftor in httohrit |'ta tot i.. C!-ttfL .ilty clry. 'lt rdt contrin! tS !o a'th Otur o. 2OO. |.td'vtt..rrd.' o, 'l|dth 9rrrrl'. *ttiaft€vr. b p.rao.nrE !.ll toil co.fiin! zsta ptoa t{o. 2flr. p.tdoitinanfiy raa€, aatd -!|nd}'" lo groso nr|na, 'll toil conrdni =00qt 9tur No- 2oo, orqro. nrtr$!, grrycr. &'(' lgrar€[/' to gaqrp nant. 'Pl>rl rtrt ptot3 oo or 160{r .A. &,t.. 'Pl<4or Flott babw -A- tin , 'Pl glots on or rbo|! .A" tinr. .Pl olora batow 'A: tina. o- x40ulo1 >30 6 Fo<20d E n& j- 6.o(l att 20 # PAfiTICLE stzE tN MILLIITETERI t0 7 1 0 c, **=;*= *t=#ftFa#F'"{0 50 60 70 uourD uMtT (LL) SIEVE lscneer-,n I o z H F2 () act F al-icadas ol i|t{did at rrd |li.{nrtn taclbn o, co-r{tr;d_--- &sa*m oa'A'{ln rbritoit!ltPt=4!o[=25.g' !|.riH=O'l(tI-201 E$J.ricr ol .tr{iF \,brib.l !t LL = 16!0Ft = FIRE HESISTANCE RATINGS lEXUYl- Cantinued FIRE HESISTANCE RATTNGS l9KuVl-Conrinued Design No. N718' ' : nocrrained Beam Baringi-l t/r,2,3 or 4 Hr. (See ltem 8l unilittaineO Beam Ratings- 11/2, 2, 3 ot 4 Hr. (See ltem 8l lz-1t2' >#-r SEE I'EM S-{ P w ol l9/l8 pcf lespectivetv lot Tvpr 105' Min tvg tnd min lnd d€n6kv ol 22119 pcl respe" ii*Jrv iJl ivp'"'ioe'r., ln"ittoo or ounilrY'derermlietion' seo D€sign lnformarion section' llinittlutn Thlclnalt _ ttl' teri Sila F'ilnB'Hr. Rllttalnod 86e'n Unre6L'ln'd Eean w8xrg I vz r/2warzs -..: - 1-3/8w8xr8 i i,; 1vl6 13/16W6x28 '' ": _ 1-3/4w8*18 i i6t:6 1-1/t6WE;28 2 tttrc 1-9./16W8x28 i t.r sZtO 2 w&28 shown in 'rt" T"-bl" b"to* are 'pplicable wh€n lhe beam3 lh. thicknesses of cem€nlilious mlxtuJg .J1"rii'lii",i!J'; ;c'ete stots o' ttooifiieiuiies comai"ins onV rtured troorno' lorm uni6' B.!P^9h. Fstlno'Hrr Er*tralned€'rm Unrtslrrin'd BStn w8 x 28 . .,: 1/z 3/4wgx28 ''"i 13/16 | wE X 28 t ,-UaA 1-5/16 wg x 28 "^ r7a 1-5,/a wB x 2E zonolit€ const. p.o'a"' oit. w' n' co"t "itico -t"p"" 105 and 106' .8€aring lhe U! Clasaiflcttion Matking t- St6.l B6.rn-WBX28 min size' i. iirrinof W"tsltr or Lighrwoight concret€-4ompres3ivo str€ngth 3000. p.i For ttoft-_."ioti conctltE oilhor atrbonata or tiliceous aggregsl€ mEy bg used Unit woight 118 td FAr ii.hrw€ioht concrets, unit weight I 12 pcf. 3. !-hrai Conn-eoror (OFrion.lFsru6. V. in' dism headed tYpe ot €qulvalont per AISC !0..4 cstions. Weld€d lo top ttango of beam through th€ st€€l lloor unils. 4. Woldod Wlr. F!btic-6 x 6' Wl 4 x Wl.{ 6. sr.€l Floor lnd Form Unil.'-l % to 3 in. d€ep flut6d units welded to b€tm e. Gth ttangere-No. 6 SwG gslv steel wirs spac€d nol lo excsed 27 in O C. t. M;l t!i'h-3.4 tbvsa vd galv or peintod €xpanded 6teel, liod to lrth htnge'3 wlth No. ll SwG oalv ste€l wire,9p5ced not more than 6 in 0 C. 8. c.me;titiou3 Mlxturo'-sea teble b€low for approprisle thicknesses. Ptepated bY miril whh wet6r accoadinq to instruclions on each bso of material Mixtur€ can bo spray ol ltlra sDDli€d on l6th surfaces as shown Cteit ateas abova lh€ beam shall be ssoled with cel'i' tibus mixrr.rre. Min avg densitY of 55 pct wilh min i'ld vslue ol 50 pct. iii *"iiilto 6t J."iiti dersrniinarlon, ree Design Inlormation section, spraY.d Mtl€ti.t! S' i#e oi ioofi"O materiat to b6 lightly finished $/iih e st6€l lrowel or waterdsmp€ned ptitn r4 or. 46 an ootion, the b€lm surf6c€ may bs primed Dssign No. N721 Restrainod Beam Ratings-l , 1th, ?' 3 and 4 u"r"Jii"i"uo e"tm Ratlngs-1, 1t/2, 2 and 3 Hrs. Hrs. Beslmlned and Unr.slralnld R.llnga.Hr. 1.1/2 3 4 Carboline Co.-Type 2il l. Irwe$igei€d for oxtErior ust. 'Berrlng tho UL Clsssificslion Marking Design No. N720 Unrestrained Beam RatingJl , 1-1/2,2,3 and 4 Hr (See ltem 6l Rgstrained Beam Ratingi-1 , 1-1/2, 2,3 and 4 Hr (See ltem 6-l - ilinlmuln Thlckna$ _ !L 1/2 | 1/16 l5l16 l-7 / 16 l. Slool Be€m-W8:18 snd W8x28 r'rin siz€ lsee lt6ln 81. -^-^ -..'2, Norm.l wobht or Lightwoight Concrete-4ompressiv. strsnglh, .39.99.5welght concrEte €ither ;E'bonate ot "iii"*u" "gg;gii; ;ai ui ns€d. unit '{'E For Ilghtw€ighr lonc..re. onh weiBhr l lo pcf. - - - .l' 3. shor; 6;.fu-;jo;a;nalFStrias, 7. ii. Jlam hetd6d typ6 or equivalcnt pttl cationt. Wllded to rh€ top llango of besm rhrough th€ gteel floor unit3' 4. wEld.d WIro Fsbrlo-6 x 6-W1.4xw1.4. ..-, :4. VYEld.d WIro Fsbrfo-6 X 6-Wl.4xwl.4. ..- 5. Stotl Floor and Form Unlta'-|.% to 3 in. cotrugslsd, llul€d or cellultr u 5' " 6. CEmantllloua Mlxture'-Applie d bY mixing vJith water snd 3pl8ying ro.-uF.: inln thicknes8€r 3hogrn below' when flutEd or corrugaiqd $106l floor $fll5 a'nftln thicknesa$ lhown below. Wh€n flutEd or corrugaiqd s,teel floor sfl! 1i shlll elso b€ 6oravod to lill 6ree6 b€lween b€am'a top flange and the cresrt-- Bo6m surfscotmust b€ clsan and f.es ol dirt,loose scal6 and oil. Min avg "- Baltrattad Baa|nl/4 5./t69/i6 1 1-3/8 hlmlrn thlckne$ - llt. Unrutttain'd B'rn 1/4 3/A 9/16 'l'1/4 ;*,t"if:'#"*;;'J:1,'".J l. Etrel Berrn-WBx28 Din siz6.r u..i.r- vi"rgii 'i. -r-igii,""igrtr coicrere-comprolsivo srength 3oo-o.. psi Fot normal r|,ghr concrglg orth6. carDonere or et|,J"orl "sgr"i"r" may bo used. unit w€ight i6 148 pct. fr. rghtwel€ht concrete, unil wsight ia 112 pof r 9'..i c.i.'*iir idoiio*n-st"o", z in. iiarn headed tvpe or 'quivslent pet alsc 'pecil!.a;o.Jw"iOeJio'iripiianie ot team rttrough the sloel floor uoils' r' ur.ld.d wiro F.brto-g x 6, wr.4 x w1.4.r ur rr*r ""a-irr- u;;i.t. ii. deep corrugeted unils; or 17t to 3 in d€ep fluled ot LOOK FOR MARK ON PRODUCT LOOK FOR MARK ON PRODUCT Fm Z A(]N u,v:u October 30, 1992 Mr. Gary Murrain Town of Vail Buj-lding Department75 South Frontage Road WestVa1l, CO 81657 Dear Gary: Thanks for taking the time to review Chapter 31 with us. I woul-d like to briefly document the main points we discussed. ffyou disagree with the following, please let me know as soon aspossible so I can make the changes necessary. According to the UBC, a condominj.urn building is considered anapartment building. Where the '91 edition of the UBC requiresall dwelling units to be ttaccessible" or ttadaptablett, you haveevidence that the next edition or supplement will change thisreguirement to 2* of all units or not less than one unit. you define "adaptable" as meaning that walls, doors, fi-xtures,casework, blocking, etc., could be removed and rebuilt asreguired to achieve accessibility as long as structure does notget in the way. For the proposed Liftside project of 27 units, you feeltherefore that we shouLd demonstrate that one unit isadaptable. We rvi11 submit with the apptication for buildingpermit an alternate unit plan that meets the requirements ofANSI 117 and provides an accessible unlt. The rest of ourbuilding will be accessible as a matter of course. Since the next edition or supplement to the UBC wiII not havethe accessibility reguirement for pools ('91 UBC; Section 3105;Paragraph 4), you wiII not enforce it for our 14'by 26'by 3'ttpool. tt F Mr. Gary Murrain October 30, 1992 Page 2 ThankE for your help and we will come in for a prellminary codereview as soon aE the numbers and plans are set and pEC approvals finalized. Sincerely, Kc*Wrs'PcHenry R. Pratt, AIA HRP/ad ,iln May 27, 1993 Mr. Dan Stanek Town of VaiI Buildlng Department 'l 11 South Frontage Road l^IestVail, CO 81657 Re: Liftside Code Discussion Dear Dan: The following is a summary of the items Henry Pratt and f discussed with you and Gary Murrain. and reflects our understanding of matters discussed and decisions reached. Please review and Let me know if this infornation differs fronyour understanding of our meeting. SUMMARY OF ITEMS DISCUSSED: 1. Dan Stanek indicated thaL the finish material on theexterior walls has to have an acceptable UL rating. Hestated that "Dryvit" has an approved UL rating and any other system would have to be reviewed by the Building Department. 2. Breakaway doors are required to have appropriate signagedisplayed adjacent to them. Elevator equipment room plans are needed as soon aspossible. They are not needed for perml-t, but must be submitted before footings can start. Sand and grease traps are only needed at the pits ofhydraulic elevators. The drains in pits of tractj-onelevators can go directly into the sanitary system. Danny Swertfeger will coordinate this with the Mechanical Englneers. t._ n 0cI[tat 3. 4. Dan Stanek asked for two Henry Pratt gave him oneor Electrical sections. copies immediately. copies of the entire speciflcation. copy not including the Mechanical He agreed to get him the addltional Mr. Dan Stanek tttay 27, 1993 Page 2 6. Dan Stanek will give GPS a list of doors to be verified forthe proper rat.ing. 7. Roof access from stair towers and stand pipe reguirementsshould be coordi-nated with Mike McGee of the Fire Department. 8. Henry Pratt indicated that the sprinkler system is to be design build and the Flre Department is aware of this. 9. Dan Stanek indicated that sprinkler heads may be required attransitions in irash ctruie "A". Iie warrts us to coordinatethis wlth the Fire Department. 10. All the walls at trash chute termi-nation rooms are to have a 2-hour rating. 11 . We cannot have cart storage in the Fire Command Room. 12. Door 8-46 on Level B0'-0" has to be 90 minute. GPS willverify. 13. Dan Stanek wants a copy of the shoring and stagi-ng plansprior to issuing the building permit. 14. Dan Stanek indicated that the existinq 10" water line cannot be interrupted. 15. It was decided to provide an open steel ladder in the mechanical room to serve as a secondary exj-t from this room. 16. GPS is to verify the STC rating for party wa11s and submit aletter indicating that rating. 17. It was decided that "Monokote" spray on fireproofing is acceptable to the euil-ding Department and any other product would have to be submitted for approval. 18. GPS assured Dan Stanek that the secondary doors at the elevators have magnetic hold open devices tied to the alarm system and closers. 19. cPS is to verify whether Eagle manufactured windows vrill meet eg,ress regulrements for the uni.t sizes speclfled. 20. The specified floor/ceiling assembly UL No. N270 was reviewed and found to be acceptable to the Building Department. 25. 25. 27. 28. Mr. Dan Stanek l{ay 27 | 1993 Page 3 21. The south wa1l of the western-most portion of the project has to be l-hour unlike other walls, which can be non-rated. Henry Pratt pointed out that we have 5,/8" type "x" sheet rock on both sides of the wall, Gary Murrai-n agreed that this meets the 1-hour requirement. 22. Spray-on fireproofing at the roof decking only has to be 1 -hour . 23. Dan Stanek wants an engineered and stamped design indicating that the fireplace flues can be connected to a common fl-ue. 24. Gary Murrain wants all significant plan changes to be submj.tted to the Building Department as they are issued to the Contractor. Shower and sauna doors have to swing out. GPS is to verify the required clearance to combustibles from the top of gas range. GPS is to verify that laundry rooms have floor drains. GPS is to submit a soils report. 29. Henry Pratt will have Rick Agett coordinate with Dan Stanek to see if utility supply maj.ns can be run in the ceilings of individual units instead of ln the hallway ceilings. 30. Henry Pratt is to verify whether the Owner has submi-tted the Developer Agreement to the Planning Department. Thanks agai-n for all your he1p. Please call if you have any cuest.ions or corrections to the a-bove i nfor:rna-ti on. Sincerely, GWATHMEY PRA TZ ARCHTTECTS, P.C. copy to: Rick Agett Frank Freyer Randy Rexwinkl-e <t: a 93'.!. 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