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Home My WebLink AboutLIONS RIDGE FILING 4 BLOCK 2 LOT 2 LEGALhoneRzf +^ lrb,blb> Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road. Vail, Colorado 81657 tel:970.479.2139 fax:970"4?9.2452 web: www.vailgov.romCci,i'utdTl' lEtrELe$E|+r Project Name: RIBIERO RES. BOILER/DRIVEWAY Project Descriptionr Participants: OWNER DRB Number: DRB060347 RNAL APPROVAL FOR THE PLACEMENT OF SNOWMELT BOILER WITHIN THE GAMGE AND REPI.ACEMENT OF THE EXISTING DRIVEWAY WITH COLORED BROOM RNISHED HEATED CONCRETE HIDDEN VALLEY ENT LTD 0810412006 PETRO LUIZ RIBEIRO 501 BRICKELL KEY DR STE 602 MIAMI FL 33131 APPIICANTDANIELFREDERICK 0810412A06Phone:376-1384 2121 N, FORNTAGE RD VAIL co 81557 ProjectAddress: 1479 ASPEN GROVE LN VAIL Location: 1479 ASPEN GROVE LN Legal Description: Lot 2 Block 2 Subdivision: LIONS RIDGE SUB. FIUNG Parcel Number: 2103-014-1500-2 Comments: See Conditions Motion By: Second Byl Vote: Conditionsi BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 08/16/2006 Cond: 8 (P|-AN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review 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. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0008347 Minor Exterior Alterations Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 97Q.479.2L28 fax: 970.479.2452 web: www.v'ailgov.@m General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal 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 Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approyal. Description of the RequesI.fC(r-tg'l'4 P,alxoe €*rrs.f Location of the Proposal: Lot:-:LBlock: physicaf Address: 14) q 4s f e ,- &''-a-lo L ,,,tt- Parcel No.: ;-t C -t D l.{ lS no r (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Mailing Address: Phone: Owner(s) Signature(s): Name of Applicant:,-A.r\ e E Ddr.L Mailing Address:/a< t_ E-mail Address: Phone: Fax: Type of Review and Fee: 0 ruwa O. o w -Rvtr Signs O Conceptual Review O New Constructiontr Addition $50 Plus $1.00 per square foot of total sign area. No Fee $20 $20 No Fee $6s0 $300 $2s0 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 as, re.roofing, painting, window additions, landscaping, fences and retaining walls, etc. For minor changes to buildings and site improvemenb, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. For revisions to plans already approved by Planning Staff or the Design Review Board. E Y- tr n Minor Alteration (m ulti-family/commercial) Minor Alteration (single-family/duplex) Changes to Approved Plans Separation Request Name(s) of Owner(s): ASPEN GROVE HOMEOWI{ERS ASSOCTATTON, rNC. 1471 Aspen Grove lane Vail, CO 81657 Donald P. Remey President August 8, 2006 Mr. Pedro Ribeiro 1479 Aspen Grove Lane Vail, CO 81657 Dear Pedro, Thank you for your letter dated August 1,2006 and received by Snowden Smith of the Association on August 3,2006. At the July 2, 1999 Association Annual Meeting, it was determined that the Association would not establish separate Design Guidelines from those of the Town of Vail. A notice and review procedure was established to provide the Board and adjacent neighbors sufficient notice to review a proposed project. A copy of the 1999 minutes is enclosed. As with any approval process by the TOV, a person can provide input on the application. The Board of the Association has reviewed your notice of construction and determined that it will not make any comments to the Town of Vail on your application. The Board suggests that you consider an interior installation for the boiler. The use of pavers instead of cement for the driveway might also be considered for ease of future repairs and maintenance. 1'hank you for providing the required notice to the Association, and good luck with your project. cerely, <-,>--*------' onpld P. Remey 3ident B 5/e50 -prsstl q Solo lT WaterBoiler Compllos wlth ANStZ2l-t3 csA4.9 Gas Flrad Low Ptegsule gol16r *INSTALLATION AND MAINTENANCE* M A N UA L Warranty Registration Card must be filled ou( by the customer and nrailed within thirty (30) days of installa- tion in order to gain warranty coyerage. When receiving thc PRESTIGE Solo unit, any claims for damage or slrortage in shiprncnt must be filed immediately againsl the lransportalion company by the consignee' Leave all documentation received with appliance with owner for future reference. ff the information in this manual is not followed exactlS a fire or explosion may result causing property damage, personal injury or death. FORYOUR SAFETY . Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. . WHAT TO DO TF YOU SMELL GAS - Do not try to light any appliance - Do not touch any electrical switch; do not use any phone in your building. - Immediately call your gas supplier fiom a neighbor's phone. Follow the gas supplier's instructions.- If you cannot reach your gas supplier, call the fire dep.ftment. Installation and service must be perfomed by a qualified installer, service agency or the gas supplier. ful!,_**s_ffi 2005-46 Manual heslige 175/250 Product Specifications tis!g!4!9e I Hol w.tu t/..r4ttttl SOLO 175 Natural ProPane 157,500 170,000 157,500 134,500 920/0 920/0 131 / 60 131 | 60 SOLO 250 Natural Propane 225,500 245,000 225,500 192,000 Note 1: The heating capacity of the PRESTIGE SOLO 175/250 is based on the test require- mcnts of the U.S. Department of Energy. Note 2: The IBR rating is based on a piping and pick up allowance of 1.15. This allowance should be sufficient for the standard radiation requirements for a building load. Note 3: Based on the givcn AFUE the PRESTIGE SOLO 175/250 meets the energy efficiency guidclines establishcd by Encrgy Star. Note 4: Input and ouiput ratiogs are shown for sea level applications. The PRESTIGE SOLO automatically derates the input at approxi- mately 2/o for every 1,000 Ft. of altitude. No alterctions to the boiler or burner syslem is reouired. 920/0 92/" 142 t 65 142 I 65 Product Specifications Aw"w 3/4. NPSC Pressur€ Hellef Valve 3'Venl Oullet 3" Combustion Alr lnlet 7 3/4" Gas Connectlon 1-114" l'lPT Boller Return 1-114" NPT goller Supply ll86 mml l4-65' 19.75 Front View Prestige SOLO 1751250 r Product Specifications /rwgW 3/4" NPSC Pressuro Rellel Vslve 3" Vont Oullet 3" Combustion Alr lnlet 3/4" Gas connectlon 1.1/4" NPT Boller Return 1-1/4" NPT Boller SUPPIY Side View Prestige SOLO 1751250 \. ,---'-''t'Y \ >>-./w\ )-- \?A - \ \--'--- ez't \ ov{ \ \ -\au-< I >--gD x \i\ \: :.:..;\ ':{':.. t,y' :\ ::l .::ll \ '(\ " rl f'' g-1-u, r \.n\Je v r , i'tbi :, { ,*.r", t. ,! I.+j# ROOF CEDAR SHAKES. NATURAL FASCTA, WOOD TRIM & DECK RAILS ROUGH SAWN CEDAR, OLYMPIC STAIN 91O SIDING & SOFTIIT ROUGH SAWN CEDAR, CABOT STAIN 0194 ''BEIGE'' WINDOWS ALUMINUM CLAD, FOREST GREEN STONE KANSAS FIELDSTONE KYLE 224 LOT 2.BLOCK 2 -LIONSRIDOE I'ILING 4 VAIL COLORADO 1o/ p, E/ke ,, O ,/r'twKr*n /fl COMMUNITY DEVELOPMENTTOWN OF VAIL 75 S. FRONTAGE ROADvArL, co 81657 97 0-4't 9-2L38 DEPARTMENT OF TOV/Comm. Clean-up De approved amount Bui Ld'i ng-----) PLan Check---> Invest igat i on> llitL ca(t----> NOTE: Dev. T P N d HIS PERMIT MUST BE POSTED ON JOBSITE AT ROJECT TITLE: KYLE NEW SINGLE FA.II,IILY EW (sFR,P/s,DUP) PERMIT permit Status. . . AppIied.. fssued. . . Expires . . TIMES 897 -021'1 I SSUED 07 /rB/rse7oB/04/ree7 or /3r / re eB date 2,10n. . .I No.. Project No. Description:NEW SFR Occupancy Dwe I I ings Dwe I 1 ings Tab]e Date: 05/I7/1996 Fi reptace Infofnation: Rest fi cted: 1479 ASPEN GROVE LN 1479 ASPEN GROVE LN 2103-014-15-002 PRJ9 7 -009 4 APPLICANT RKD 1000 LIoNs RIDGE LOOP #3D/ VAIL CO 8L657 CONTRACTOR RKD OWNER 1000 LroNS RrDGE LOOP #3D, VArL CO 81657 LINDSTROM STEVEN J _ FORKEN MARGARET F, PO BOX 1152, VAIL CO 81658 Phone : 9'l 0-47 6-9228 Phone:. 97O-476-9228 Type Zone 2 V-N Zone 2 V-N Basement Number of DweIIinoFactor So. Feet Units : 001 VaIuati-on 332 ,426 .64 34,545.00 366 ,97I .64 366 ,97 r .64 480,000.000 .00 96.72 21.00 Subtotal : 3 .431 L ,645 5,O82 ********************i****************t********************* FEE SUl,$lARy ********i**************i****************************rr***** Total Vafuation: Town of Vail Adiusted Va]uation: ,/0f Gas App I i ances:fof Gas Logs:fof Uood/Pa L tet: Tota[ Catcutated Fees---> 5,O98 -75 Additional Fees---------> .O0 TotaL Perni t Fee--------> 5,098.75 Payments 2,260.00 Restuarant P lan Review-->.00 200.00 666.75 500.00 s,098.75 't,169.OO .00 3 .00 Recreat ion tee----------> CLean-Up Depos i t--------> TOTAL FEES-----BALANCE DUE---- Dept: BUILDING Division CHARL]E ART *****************f*******************************i************t****************1**t******i************t************t************** Item:05100 07 /rB/ree7 07 /25/ree7 oB /04 /ree7Item:05400 07 /rB/7e97 07 /24/7ee7Item:05600 07 /rB /ree7Item:05500 07 /18/|ee7 07 /25/Lee7Item:05550 07 /18/ree7 07 /23 /ree7 07 /25/Lse7 nah+ DIRK Dept Dept LARRY Dept NOTE PLANS TO TERRI NOTE see notices APPR approved > 5 ,O9A.75 PLANNING Division FIRE Division PUB WORK Division BUILDING DEPARTMENT CHARLIE AcIion: NOTE PLANS ToCHARLIE Action: NOTE PLANS To CHARLIE Action: APPR pER ART H PLANNING DEPARTMENT CHARLIE Action: NOTE PLANS To DIRK Action: APPR FIRE DEPARTMENT CHARLIE Actionr APPR N,/A PUBLIC WORKS CHARLIE Action: NOTE PLANS TO LARRY_P AcIionI APPR LP ENGINEERING CHARLIE Actionr TERRI Acti-on ITERRI Actionl N lon Address ENGINEER Division qaa DA rra 2 of this Document for any conditions that DECLARATIONS apply to this permit I hereby acknovledge that I have read this appLication, f il.l.ed out in ful.t the information required, compteted an accurate ptot p[an, and state that att the intormation provided as required is correct. I agree to conpLy vith the information and ptot ptan, to compty lrith al.t Town ordinances and state taws, and to buil.d this structule according to the Town's zoning and subdivision codes, design reviev approved, unifofm Buitding code and other ordinances ol the Town appticabte thereto. R€OUESTS FOR INSPECTIONS SHALL BE I'IADE TIIENTY-FOUR HOURS IN ADVANCE 8Y TELEPH o may Send Ctean-Up Deposit To: RKD H II.ISELF AND OI.INER PAGE 2******************************************************************************** CONDITIONS OF APPROVALPermit #: B9'l-02L7 as of oB/04/97 Status ! ISSUED * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * t * * * * * * * * * * * * rr * it * * * * * * * * * * * Permit Type: NEW (SFR,P/S,DUP) PERMITApplicant: RKD Job Address: 1479 ASPEN GROVE LNLocation: 1479 ASPEN GROVE LNParcel No: 2103-014-15-002 Appliedl. o7 /78/1997Issued I OB/04/1997 *****************************************************:t************************** CONDITIONS******************************************************************************** 1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FORA FRAME INSPECTION. 2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS, AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAI-, MEMEBERS OF THE ROOF DIRECTLY ABOVE. T,tcontair Eaglc county Assessors lr""at 910-328-8640 for Parccl /l . ^TOWN OF VAfL CONSTRUCTIONpARctiL ll : ZlO.?.> Ol..r t.< tLL PERMIT AppLIcATloN FoRMr DArE: -)l t-t 14 -l ----r---r- PER!\IIT /I APPLICATION MUST BE FILLI]D OUT COMPLETELY OR IT MAY NOT BE ACCEPTED * * * * * * * * * * * * * * * * * * * * * * * * * * PERMIT INFORMATION * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Legar Description: Lot- -? arock_7 tirir-,g L/ sns,vtsro., llDrb (-l@ '(1-u,liraing 1$-erumuinv t l-Erecrricat -,g)$luechani-ca1 [ ]-other "/o "u'", (flE ZZA Job Acldre ( J_?rn_ffiKn ctk^t€lkilE owners Name: Arch.itect: Address: Address: pn. '17'i !2t<5tt Ph. e:@2 ua\."Frtzze General Description: ./Work Cl-ass: [[]i-New J/l-Alterati.on [ ]*Additional [ ]-Repair [ ]-other Number of Dwelting Unj-ts: ,)Nurnber of Accommodation Units: Contractor: Address: El-ectrical Contractor: Address:-apQ CONTRACTOR IN lo |ION * * rtr * rr * * * * * * * * *.* * * * * * rr * *.1 * * *7'ct . Town of VaiI Reg. No . b227_ Phone Number: 4Zt- 1Zz6_ . __ Town of Vail Reg, NO. Pirone Nurnber: !4qaPlumbing Contractor: Address:. /i, Mechanical Contractor: Address: Phone Nunrber: Town of Vail Phone Number: PLUMBING PI,AN CHECK FEE: nes. No. 177-P1.=.loqtal F.eg. No,7C/o 7lL( ************tr******************* BUTLDING PERMIT FEE: PLUMBING PERMIT FEE: i.IECHANICAL PERMIT FEE: iLECTRTCAL FEE: JTHER TYPE OF FEE: DRB FEE: FoR oFFrcE usE ********** **********r* j$,**** **** BUILDING PI,AN CHECK FEE:.r lr .',i'..r rIlrt \_rrIJreA JC fre i ir MEcHANIcAL PI.,AN cHEcK rnr: ------lf-- RECREIT,IION FEE: CLEAN-I]P DEPOSIT. I\i' ToTAL PERMIT rnni: .,\) - BUTLDING: STGNATURE: ZONTNG: SIGNATURE 2lomnents: CLEAN IIP DEPOSIT R,EFIIND VALUATION I 75 south lrontage road Yail, colorado 81657 (3o3) 479-2138 or 479-2139 TO: FROM: DATE: SUBJECT: olllce of communlty developmenl ALL CONTRACTORS TOhrl'I OF VAIL CURRENTLYL REGISTERED WITH THE TOWN OF VArL PUBLIC WORKS/COI.IMUNITY DEyELOPIIENT MARCH 16, 1988 CONSTRUCTION PARKING & MATERTAL STORAGE rn sumnary, ordinance No. 6 states that it is unrawfur for anyperson to litter, track or deposit any soil, ,".L, sand, debrisor material, including trash bump=cers, portable toil-ets andworkmen vehicres,upon any streetl sidewaii;-Ji;y or publicplace or anv nortion theieof. rne rignt-oi-;;;-;, arl icown ofVaif streeti ina.Igug= is approxinately 5 ft. off pavement.I'his ordinance will be =trittiy enforced by the Town of Vair-Pubric works Denartment. pers3ns found viorating this ordinancewill be given a 24 hour written .oii""-to-;;;;;;,="id materiaLrn the event the person so notifiect.ao"=-.rot-""ipry with thenotice within the 24 hour.time specified, tne-pu[ric worksDeparrmenr will remove said mareli."i-"i-ih;";";;;=e of personnotified- The provisions of this ordrnance sharl not beapplicabre to clnstruction, maintenance or repair projects ofany street or alley or any utilities in tne-ilghi_"_ivuy. To review Ordinance No. 6Vail Building Department """n"'7ry in ful1, obtain please stop by the Town ofa copy. Thank you for youron this 'ill'l rl (i.e. contractor, owner) 75 soulh tronlage road vall, colorado 81657 (303) 479-2L38 or 479-2139 of llce of communlty deyelopment BUILDING PERI.|IT ISSUANCE TIMT FMME Il^!li:_frljt.19auj.res a Town of Vait Fire Department Approvat,rngr neer "s (publ ic wglfs) reyiew and approval ,' a pianning' oepurtrent I::l:i_::,H.lllh-?:?urtment review, anb' a_review ny lne duiiatneueparEment' the estimated time for a total review may take as i6ngas three weeks. All commercial (1arge or smarl) and ail murti-family permits wilihave to follow the above rnentioned maximum reguirements. Residentialand.small projects shourd take a resser amount of t.ime. However, ifresidential or smarler.projects impact the various above mentioned !gl1rfmgnt1,with regard to necessary review, il,.i. p.oi..ii ruyalso take the three week period, - Every attempt will be made by this cJepartnent to exped.i te thispet"mit as s.gon as possibl e. I' the undersigned, understand the plan check procedure and timeframe. Corununi ty 0eve1 opment Department. TO: FHOM: DATE: HE: MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLIC MAY 9, 1994 WHEN A ''PUBLIC WAY WORKS PERMIT' DEPARTMENT IS REQUIRED Job Name: Date: Please answer the following questionnaire regarding the need for a "Public Way YES-./ -----7 / Permit": NO 1) 2) 4) tr\ ls this a new residence? ls demolition work being perlormed that requires the use of lhe right of way, easemenls or public property? ls any utility work needed? ls the driveway being repaved? ls diflerent access needed to site other than existing driveway? ls any drainage work being done affeciing the right ol way, easements, or public property? ls a "Revocable Hight CI Way Permit" required? A. ls the right of way, easemenls or public property lo be used for slaging, parking or fencing? B. ll no to BA, is a parking, staging or fencing plan requ[red by Community Development? Community Dwelop2ent. ll you have any questions please call Charlie Davis, the Town of Vail CoryfuQioy' lnspeclor, at 479-2158. I have red alllhe above questions. (L€ ZZ Date 6) 7) B) ,nh K K { v lf you answered yes to any of these questions, a "Public Way Permit" musl be obtained. 'Public Way Permit' applicalions may be oblained at ihe Public Work's oflice or at u-_4Job N ad ractois Signature o EVELO TOVIN OF VAIL 75 S. FRONTAGE ROAD vArL, co 81657 97 0-47 9-2t34 echani c!t--> PLan chcck---> Invcati goti on> i,li I t cal,t---> DEPARTMENT OF COMMUNITY D PMENT NOTE: THIS PERMIT MUST BE POSTED MECHANICAL PERMIT ON JOBSITE AT ALL TIMES Permit *: M97-0118 Job Addresa. . . z !479 ASPEN GROVE Location : L479 ASPEN GROVE Parcel No..... : 2103-014-15-002 Project Number: PRJ97-0094 APPLICANT MOUNT MASSIVE PLUMBING & HEATI P.O BOX 702' MTNTURN co 8l-645 CONTRACTOR MOUNT MASSIVE PLUMBING & HEATI P.O BOX ?02' MINTURN co 81645 OWNER LINDSTROM STEVEN J - FORKEN MARd'iET F' Po Box 1152, vArL co 81658 CONTRACTOR MOUNT MASSIVE PLBG & HTG P.O. BOX 702, MTNTURN, co 81645 DeecriPtion: MECH FOR NEW SFR LN LANE Status...: ISSUED Applied. .t 07/L8/L9e7 Issued. . . : Expires. . : Fircptaca Informltion: Rcatrictcd: i**i*i*****t****ff**t***ttrrf,i*t*t*tt*t*frrttr***t***tir*ff* FEE sul{llARY *i*******ffi****ttliiiiTtyi:::::l-******gf$**628.00.00 Totat Crtculated F'es---> #0f Gas Appliances: 5m,OO Rrstuanant Ptan RcvicF -> 125.00 DRB FeF------- .M TOTAL FEES-_-- 3.00 Valuation: flof Gas Logs: ,OO Additionat Fees--------> 628.00 TotaI Pcrnit tre--------> PaYnent3------- BALANCE DUE---- Phone t 7L9486L012 Phone z 7L9486LOLZ Phone z 7L9-486-10L2 25,000 .00 flof wood/Prl' [at: .m 628.00 628.00 .00 Item: 05100 BUILDING DEPARTMEN! 9? / I 6 / l2e-7^ tqBE-LEI_*+91,i.99; APPA;Ei6ii;--[DFn aPPnovED BI ARr Dept: BUILDING Division: Y ART HOUGLAND IT'Em:' 0560O FIRE DEPARTMENT DePL: FIRE Division: CONDITION OF APPROVAL 1. FIELD TNSPECTTONS ARE ruQqrBED TO CHECK EQR-q9DE COMPLTANCE' 2. coMBusrroN ArR rs REQuIB-ED-?Eil SEc.--6dl-Qr-fru 1ee1 uMc' 3 : ifiiiiiir.,Aiioir-'iiu3r'i6[Eoi!- IQ_iiAlrufAciqnB s rNsrRucr roNs AND-' t'd-fiitFEiiorx-'ciin'FisR-21-oF TUE 1ee1 uMq 4 . GAs AppL rANcfii-bf, ii-,1- flB-VEUtfio-1eeonb I1tc - to-qSAPEEB 9- -AND sHAr.,L rurufirlil,in -ii's-SpEe i r IED-I N"5 sdl9 0 -0 - qq -lnF 1 e 9 1 - uU9--. 5. AccESs To HEtiiN'e-editlFfftlli-l,tu-st-coMPLY ryITH sEc.s0s AND 703 0F THE 1991 ttMC.. . et ile s',H s+'"B' Fa-ilg8un+l*8*qfi 188'ftE,JB[ i EsH lBi.qEfl Ti8:: ^l?l] :: 7 . nERMIr, pr,alrs-eftil"ctibs' nNAlfB-jglfifqii-ge-Fo-steD IN MEcHANIcAL' ' R0cjii-pf,.r0R- io--AN rNsPEcrISN REQuEsrB. DRAINASp op MnfriAfriEiii-RQQliS-'E6nilillrue UEAT-ING oR Hor-wArER supPLY sorlBitE-'sir1flt'En-'E0itrpFED-iiitH--A FLoOR DRAIN PER sEc' 2119 0F THE 1991 nMC. ******************************************************************************** DECLARATIONS I I hefcby .cknoyl,edgc that I h!v. rcad this apptication, fiLtcd out in tut! thc informtion rcqui red, co ptlted an sccurete plot ptan, and ,t.tc that ltt th. infomation providcd "" ,..quiiJ i" corP.ct. ^I-11::-:; conpty nith thc information rnd plot ptrn' to conpty vith aL! Tosn oFdln nc.s and ltatc [avs, rnd io UuitO this structurc tcco;i;; io'thc Tovn's.zoning and subdivision codes, dcsign rcvicw approvcd, Unlforrn Buitding Codc lnd oihcr ordinanccs of the ToHn appticabl'c thercto' AT oUR oFFIcE FRoil 8:00 A[ 5:00 P REOUESTS FOR INSPECTIOIIS SHALL BE IIADE TI'ENTY-FOI'R HOURS STGNATURE OF OUNER OR CONTRACTON FOR HIIISELT AND OI'INER frcCon t acttI ac 970-f PARCEL /It eCo 640 Eagl 28-8 ::"f::i";:e;'ffi oF vArL CONSTRUCTION LegaJ- Owners Address:Ph. Architect, /ZkIa Address: _]A0g Ltnu(ruYZ rl".qil-qzx n41'OL(T ,u#ir{ )il.OZt , APPLTCATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED r****************************** PERMIT INFORMATTON * * * * * * * * * * * * * * * * * * * * * * * * * * * * *tl\-z [ ]-Building [ ]-plunbing [ ]-Electrical 1)d-uechanibar [ ]-otherl- - .r t -\ rob Name, Krltt7 Z4 Job Acidress: __-- nrock_-L Fiting'V(4i- Generar Description _(-kl,i AtW Fcoa.f<- AL=A4?N6 SVSrt\-/u-work class: d-llew 6 l-Alteration [ ]-Additi.onat [ ]-Repair [ ]-other Number of Dwelling Units I Nurnber of Accomrnodation Units: lilphber and rvpe of Firepraces: cas Appriu.r""=- / Gas Logs_ wood/perlet_vl********************************** VALUATTONS * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *'t EI,ECTRICAL: $OTHER: $ TOTAL: $ coNTRAqTOR INnORMA!'ION * * * * * * * * * * * * * * * * * * * * * * * :r * * * Town of VaiI Reg. NO. Phone Nunber: MEcHANICAL, $ruAW__'r'T<v I BUILDTNG: $-- PLUMBTNG: J * * * * * * * * * * * * * * * * * * * * * * * * t **tt'Eeneral Contractor: Address: El"ectrical Contractor: Address: Plunbing Contractor: Address: Mechanical Address: ontractor: ********************************FOR OFF BUTLDTNG PERMIT FEE: PLUMBING PERMIT FEE: MECHANICAL PERMIT FEE: ELECTRTCAL FEE: OTHER TYPE OF FEE: DRB FEE: of vqiJ_t.-eg. No. ' Phone,--illirnber: Town of Vail Phone Number: own ail Phone N ,"3r\\w **************** TLDING PI,AN MECHANTCAL PI,AN CHECK FEE: REGREATION FEE: CLEAN-UP DEPOSTT: IOTAL PERMIT FEES: BUTLDTNG: STGNATURE: ZONING: SIGNATURE: Comrnents: CLEAN I'P DEPOSIT REFTIND TO: TO: FROM: DATE: SUBJECT: o 75 south lrontage road vail, colorado 81657 (3031 479-2138 or 479-2139 rn summary, ordinance No. 6 states that it is unrawfur for anyperson to litter, track or deposit any "oif,-r""X, sand, debrisor nateriar, incruding trash lump=t.ers, portabre toilets andworkrnen vehicres. upon-any srreerl "i;;;uik;-;ii;y or publictJg:" or any portion theieof. The rishr;i_;;;-;n al] rown ofVail streets and.T?ug= is approxinately 5 ft. oft pavement.This ordinance wirr be stri;[it -enrorced by the Town of Vai].Public works DeDartment. l pers6ns found viorating this ordinancewill be given a 24 hour'rirten ""1i""-ti-;;;;;'=aid materiar.rn the event the person so notified.does not compry with thenotice within the 24 hour.tine speciii;;,"ii"-i"f,ric worksDepartment will remove said mateii.r -t irr"--""p""se of personnotified. The provisions or [iris ordinance shalr not beapplicable to ctnstruction, rnaini"nance or repair projects ofany street or atLey or any utilities i",it"-rl!ii_._ruy. To review ordinance No- e in fult, prease stop by the To$rn ofYil-1 B"ilding Departrnent to obtain a copy. trranr you for yourcooperation on this matter. offlce ol communlly deyelopment ALL CONTRACTORS CURRENTLYL REGISTERED WTTH THETOWN OF VAIL TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT MARCH L5, 1988 CONSTRUCTTON PARKING & MATERTAL STORAGE ii:i "?"yt:ed bv: ['\&-/0'r ctW C oq+zt<no4_osition/Re@ (i.e. contractor, owner) BUILDING PER}|IT ISSUANCE TIME FMNE If this permi.t requires a Town of Vair Fire Department Approvai,Engi neer ''s (.pyb.t ic t^torks ) reyi ew and approvai, "i pi ii-r,ii ni'blpurrr"nt ff:]:y-::_HTllh_g:fu"tment review, and'u_ ""uie* uy-i.,e duiiiing - ueparf,ment' the estimated time for a totar review iray take as rdngas three weeks. A'll commercial (larse or sma'l'l)and a'll multi:family permits wi1.lhave tQ fo'llow it'e iuove m"nti6neJ-mi*irrr requirements. Residentialand.sma'l 1 projects shourd take a 'r esser amount of time. However, ifresidential or smal'l er.projects irnpact the various-uuou. ,!ntionea 9gpl"l1gnt:, with resard to-necFssary review, th;;; ;;;j;.lJ'ruyalso take the three week period. - Every attempt will be made by this department to expedite thispermit as seon as possible. - I, the undersigned, understand the p1 an check procedure and timeframe. - ,(Vw z>-<L ProSect Name I 75 loulh lrontage road Yall, colorado 81657 (303) 479-2L38 or 479-2L39 offlce of communlty developmerrl Comrnun ity Development Departrnent. l O MEMORANDUM TO: ALLCONTRACTORSFROM: TOWN OF VAIL PUBLIC WORKS DEPARTMENTDATE: MAY 9, 1994RE: WHEN A "PUBLIC WAY PERMI'I-'fS FEOU,RED Job Name: Dale: Please answer the following questionnaire regarding the need for a "Public Way Permit': NO 1) ls this a new residence? 2) ls demolition work being performed that requires the use of the right of way, easements or public property? 3) ls any utility wort needed? 4) ls the driveway being repaved? l 5) ls different access needed to site other than existing driveway? 6) ls any drainage work being done atfecting the right of way, easemenls, or public property? 7) ls a'Bevocable Right Of Way Permit" \ required? 8) A. ls the right of way, easements or public property to be used lor staging, pafting or fencing? . B. lf no to 8A, is a parking, staging or fencing plan required by Community Development? lf you answered yes to any of these questions, a 'Public Way Permit" musl be oblained. "Public Way Permit" applicalions rnay be obtained at the Public Work's otfice or al C9rymryity Development. lf you have any questions please callCharlie Davis, the Town' of Vail Construction Inspector, at.479-2158. I have Iead and answered allthe above questions. YES ,{ Job Name to* oF, uor" 75 S. FRONTAGE ROADvArL, co 8L657 970-479-2L38 APPLICANT COl[TRACTOR OI.{NER DRB Fcc Invc6gigaEion> will calL- - - -> TOTAIJ FEES- - -> Description: Er-rEC FOR N sFR e*,i**.*.t***rr FEE st MfiARY ElGctsric.I - - -> 'JOBSITE AT AtL TIMES Permit. #: 898-0018 SEaEus...: ISSIIED Applied. . : 02/05/1-998 rssued. . . : 02/09/1-998 E:<pires. . : 08/08/l.998 Phone: 9709496L6L Phone z 9709496L6L Valuat.ion:l_8, 500 . 00 DEPARTMEIIT OF COMMI]NII"Y DEVELOPMENT NOTE: THrS PERMIT MUST BE POSTED ON ELECTRICAL PERMIT ,JOb AddTESS: 1479 ASPEN GROVE LN I-,OCAEiON. . .: L479 ASPEN GROVE LANE Parcel No. . : 2LO3-OL4-L5-AO2 ProjecE. No. : PRiI97-0094 WAGNER ELECTRIC INC P.O BOX 4995, VAIL CO 81658 WAGNER ELECTRIC INC P.O BOX 4995, VArL CO 81658 KYLE PETER F PO BOX 265L, VArL CO 81658 .00 3 .00 216 .00 2L6 .OO . oo 216 .00 216.OO . oo Totrl Ca1cu1.t.€d F.cE---> Addlulonal FG6B-- --- -- --> Totsal PornlE Fco--------> PayncnLs-------- BALAI.ICE DUE---- ,,tl,t')riir*i'* ITEM: O6OOO ELECTRICAL DEPARTMENT DCPE: BUILDING DiViSiON:O2/O5/L998 MWOODS ACEiON: APPR CIIARLIE DAVISItsi?m:'.056q0 FrRE DEPARTMENT Dept: FIRE Division:02/05/1998 MWooDS Acr,ion: AppR N/A CONDITION OF APPROVAL ]-. FIELD INSPECTIONS ARE REQUIRED TO CTIECK FOR CODE COMPLIANCE. DECI,ARATIONS I hereby acknowlcdgc Lhat I have read thi6 application, fitlcd ouf in full thc infornation rcquired. conpleEed an accurace plot plan, and 6tats6 tshats a1l thc information provided ae requlred iE co!!ect, I agree to cohply r{ith gh€ lnforftat.i.on and plob plan, tso comply rith all Tonn ordihanceF and sla!6 fawE, and to build ChiB 6tsructur6 eccording to !h6 To{n'E zoning and eubdi.wieion codc6, dcEign rawiew epprovcd, Uniforn Building cod€ and othcr oldinanccB of thc Town applicable t.hcrclo. REQUE.STS FOR INSPECTIONS g}IAI,], BE M]IDE TWENTY- FOUR HOURS IN ADVANCE BY TEI,EPHONE AT 479-2138 OR AT OUR OFFICE FROM g:OO A.I' 5:OO PM $1,,,0.u,f.f .. tr,, 71036 / r / {ee.+'3Hil"?[ X]il, 3ltilirfi'Fli,:irT APPLrcArrow roxfvx'rnt3/5'rQ/l PERTIIT // i APPLI'CATION I.'TUS'I' BE FILLED OUI COMPLETELY OR IT t.[AY NOT BE ACCTPTET), t ""ur'\.l'rr''vrr guDr .trtr rrrrl'Jtlu 9U'I'UOMPIJE'I'ELY OR IT t[AY NO'f BE ACCfpTEf) ' I'r * * * * * * * * * * * * * * * * * * * * {. * t * r, * * !'. rt PEI{i,tI D INfOnH.nTfON,t**,i****r*********rt*******,i\ [ ]-Bulldlng I J-]tltrrnblng yy{tt,:,cErIcat I J-Mechanlcal [ ]-other Lesar ooscrtpriont Lor'*L. BLock_Z__ rfir.nq_ / -. suBpJvrstw?_!((_?_Z (.)!rrrel.u ilailra ! rkAZ_kf"i\ {r il r e 6 s r /fuZAruAUtA a:ZZ ^GZ Ph/J67A4l /rph.J',tl"lroea: 6 f,tnles altd Ty1.re of Flrepra.ies: Gac A!.rprlanc€a- caa LogE**_ wood/pellet f ' * * * rr * * * * * * * * * * * t |t * * tt * * * * * * * rt rt * * * i 'dIILUATIONS * * * * * * * * * * * * * * * * ,' * * * * * * * * * * * * * * *f:i !.r.rvn^r.\-,rt., '''Frr'rlr' :yl.lPtl:' l-- ErrEcrRrcAL $-lflgaee- orHER: tdult;Dr,tre : - ErrEcrRrcnL, +Urtac,L orHER: tILUMBTNG: T---- r,rscnAliiii.l; f_* rorArr: $:-----:-o ! t ** ***** * *rr****** **** *lt * ***denornl Cotrtractor:To$rn of vail Reg. NO....--.* dOfDFn" Nun'tler! j.ddrr:ss: ] Iunb.l ng Colltrrlctor! /rtlrlrcss: llr:rr:tranl r;&1 Ccrttttac Lor :Addr:ern: rt * * ** ** *tl* * * * * * * ** tt * * **** ***,r***lronI,UILDI]IG PERMIT FEB: PI,UI4BING PERMII' FtiIJ: ]'IEC}IANICAL PER}IIT rEES ELECTRICAL FEE: OTIIER TYPE OT FEE: ['R3 I:'EE: VALUATIOT{ Coninettt,E: T<;wn of Val} PhohB Nun$er: Town of Vall Plrone Nurnberl Town of Vall Iiirone Numbert Reg. I'to. z23-6Z?2.:4m BI-tf trOt*n t SiGNA?URSI Z(INING 3 5lGHATURE ! .rrrstrlLeoL, .38O" -:errcraruescr.tpri""r.4.AA/-/E{ZE-L.&/(-g&_J_4(re orh Clorls t nt{*wew I J-Jtlt:eratlon 'rrrn)-rer uf Lrwel J.ltrg UnJ.t o, / _ {, t I-Addltlonat [ ]-Repalr [ ]-other llunbar of &ccomrnodatlon Unlte: coNTRAct 0R INFoRHATION * * * * rr * * * * rr * * * * * * * * * * * * * * *, Lddrees: neg. No. Rag, No. '.lf!'I CE USU * * * * * * * * * * * * !t * * ?t * * *** ** rr * * * * * * BUTI,DIIIG PI,.I,.N c}{EcK FEE: PI;IJ}'IBIITG PI,AN CUECX FEE 3 MECIIANfCAL PLTLN Cr{EcK FEE: RECREATIO}I FEE: CLEAN-UP DEPOSIT: TOTAT PERHTT FEES: CI.IIAN UP I,TJOSIT RtrFUND TO: TOWN OF VAIL 75 S. FRONTAGE ROADvArL, co 81657 97 0-47 9-2L38 E [ect r i ca [---> DRB Fee Investigation> Ui L L cal.l,----> TOTAL FEES---> Job Address Location. . .Parcel No. .Project No. 1479 ASPEN GROVE LN 1479 ASPEN GROVE LANE 2103-014-1s-002 PRJg7-0094 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTEI THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRTCAL PERMIT Permit #! 897-0159 Status. . . AppIied..Issued... Expires. . ISSUBD o7 /3t/rssl o7 /3r/Les7oL/2',1/reeB APPLICANT WAGNER ELECTRIC INC P.O BOX 4995, VArL CO 81658 CONTRACTOR WAGNER ELECTRIC INC P.O BOX 4995, VAIL CO 81658OWNER LINDSTROM STEVEN J - FORKEN MARGARET F, PO BOX 1152, VArL CO 81658 Description: TEMP POWER FOR NEW SFR ******Jr***t************************************************ tEE SUt ,lARy Phone: 97O9496161 Phone:. 970949616I Valuation: 53.00 .o0 53.O0 Pavments------- BALANCE OUE----.o0 TotaI Catcutated Fees---) Additiona L Fees---------> Totat Permit Fee--------> 200.00 .00 .00 .00 3.00 53.O0 ***************t****l********t**************************************l*****t*******i****************************ff*Jrt********tl**** I!en.: ,9qqq0_ELECTRICAL DEPARTMENT Dept: BUILDING Division:O?/31/L997 CHARLIE Action: APPR CHARLIEItbm:'05600 FIRE DEPARTMENT Dept: FIRE Division: *t***************************t***********************i****************************t************************t**tt****************** CONDITION OF APPROVAL 1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *i*i******************i*********************************************t**************************************i********************** DECLARATIONS r hereby acknowtedge that I have read.this apptication, fitted out in ful,l. the information required, compLeted an accurate plot Ptan/ and state that a(L the information provided as required is correct. I agree to compl,y lrith the in?ormat'ion and ptot pl,an,to compty with aLl' Town ordinances and state taws, and to buil.d this structure according io-the Town's zoning and subdivisitncodes, design review approved, Uniform Buitding code and other ordinances oJ the Town appticabl,e thereto- REOUESTS FoR INSPECTIONS SHALL BE iIADE TUENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AI 479-213E OR AT OUR OFFICE FROI| 8:00 AIrt 5:0O pl'l '\ TOWN OF VAIL 75 S. FRONTAGE ROAD vArL, co I l- 657 97 0-47 9-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBS ITE PermitPLUMBING PERMIT AT #: AI-,L TIMES P97-0090 Job AddressLocation... Parce.L No. .Project No. 1479 ASPEN GROVE LN 1479 ASPEN GROVE LANE 210 3 -014- 1s-0 0 2 PRJg7-0094 Status. . .applied.. Issued... Expires. . Phone. 71948 I SSUED ot /78/7ee7 07 /rB/ree7or /14 /reeB 61012APPLICANT MOUNT MASSIVE PLUMBING & HEATI P.O BOX 702, MINTURN CO 81645 CONTRACTOR MOUNT MASSIVE PLUMBING & HEATI P.O BOX 702, MTNTURN CO 81645 OWNER LINDSTROM STEVEN J _ FORKEN MARGARET F, pO BOX 1152, VAIL CO 81658 Description: PLUMBING FOR NEW SFR ******t**i************************************************* FEE SUl,ll,lARy Phonez 7794861012 Valuation:25, 000.00 **************************i***********************t******* P lumbing-----> P lan check---> Investigation> tli LL Cal.l,----> Restuarant Ptan Revi ev--> TOTAL rEES----- t75.00 93.75 .00 3.00 .00 471 .75 Total Catcutated Fees---) 471 .75 Addi tiona L Fees--------->.00 Total Permit Fee--------> 471 .75 Payments------- ***************************************************ir*********r*************************illixi-9ll;;;;;;;**iiiii************ill*** Item: .O51OO BUILDING DEPARTMENT Dept: BUILDING Division:o7/rB/1997 cHARLTE acEion: AFFn cHARLTE DA?iS-It'em:'05600 FIRE DEPARTMENT Dept: FIRE Division: ************t****|t******Jr*rt******************t****************************************)t*********ft******f*********************i*** CONDITION OF APPROVAL 1. F]ELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL]ANCE. *i*t*************i*ir****t**************ff*****************t********************t************************************************** DECLARATIONS I hereby acknowtedge that I have read this apptication, fitl,ed out in tul,l, the information required, compl,eted an accurate ptotptan, and state that atI the information provided as required is correct. I agree to compl.y with tlre iniormation and pl,ot ptan.to compty with al't Toun ordinances and state taws, and to bu'itd this structure according to'the Town's zoning and subdjvisibncodes, design review approved, Uniform Buil,ding Code and other ordinances of the Town appticabl,e thereto. REQUESTS FOR INSPECTIONS SHALL BE IIADE TI,ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AI 4792?lF,8 oR AT OUR OFfICE FRotl All VailTorvn ofrri flf!,.--,,.9 ," i- tl'aU COPY 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 De parnnent of Comrnunity Development Town of Vail 75 South Frontage Road Vail, Colorado 81657 (303) 479-2r38 Plan analysis based on the 1991 Uniform Building Code Prni cr-t Numhpr ', p'g7 - 02L1 Address z 1"479 ASPEN GROVE LANE contractor: RKD occupancyr R3 , Ml, Type of Const: V-N NoTE:The cod.e items listed in this reporl 1 I ^!: *- -^^^ ihl a rndo ro.ltti rprF-ltsr r -Lf rr9 vv--r!r !sYurrs,,Lsrr sel-ected sections of the code. Namer KYL,E 224 Date: AugusL I, L997 Archi tect: RKD Engineer: MONROE AND NEWELL Plans Examiner: ART HOUGLAND are noL intended to be a compleLe in the 1991 UBc. It is a guide to D I RECTI ON NORl'H EAST SOUTH WE ST BOUNDARY Drnnarfu I i na Drana r l- rr -l i na Drrhl i a w,:rr Dr^nor f- rr 'l i na SEPARATION AREA INCREASE 130.0 Fee t l-7.0 Feet 106.0 Feet l-6.0 Feet FIRE PROTECTION 130.0 Feet 17. 0 Feet 95.0 Feet 16.0 Feet OPENING PROTECTION SOUTH BRG NON'BRG OPNG WALL WALL PROT Ohr Ohr None Ohr Ohr None EXTERIOR WALL FIRE RATINGS AND Table L7-A & Table 5 A NORTH OCC BRG NON-BRG OPNG WALL WAIJI., PROT R3 Ohr Ohr None M1 Ohr Ohr None EAST BRG NON-BRG OPNG WALL WALL PROT Ohr Ohr None Ohr Ohr None WEST BRG NON BRG OPNG WALL WALL PROT Ohr Ohr None Ohr Ohr None The exterior walls rnav be of COMBUSTIBL,E material . Sec.2201. None -- No fire protection requirements for openings. Prot -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. Sec.2203.(b) & Table 5-A Maximum single window size is 84 sq.ft with no dimensionqreater than 12 feet. -- Sec. 4305..(h) NOP -- Openings are not permitted in this wall.t - - These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wal1 is required to have bhe same fire rating as the wall. See section 1710. for deLaj"ls and exceptions {P *""''""*"* 75 South Frontage Road Vail, Colorado 81657 970-479 -2 1 3 8/479-2 I 3 9 FAX 970-479-2452 Department of Community Development AREA MIN. LIGHT MIN.VENT NO. EXTTS EGRESSFI,NAME 2 Bedroom S22 Bath room 2 Bedroom #32 Bath room ? Aorrli 2 Laundry room 2 Bedroom #42 Bath room 2 Halls, closets, etc. TOTAL FOR FLOOR I Master bedroom 1 Master baLh 1 Living room 1 BaLh room I Nook I Family room 1 HaI1s, closets, etc. TOTAL FOR FLOOR B Garage B Mechanical room B Bedroom #5B Bath room B Entry B Utrrce B daIls, closet.s, ebc, TOTAL FOR ELOOR BUILDING TOTAL 204 80 LYf 39 103 37 r68 50 553 r429 ?ot 323 3l-1 4'.l '13 LB2 538 2008 537 37 L34 45 ro / 273 352 1b45 3 431 20 .40 0.00 t 9 .50 0.00 r0.3 0 0. 00 15.80 0.00 0.00 29 .20 0.00 32.30 31. r.0 0.00 10.00 18.20 0.00 0.00 0.00 r3.40 0.00 L5.70 27.30 0.00 10. 2 0 4.00 9 .7s 1.95 5.15 1. 85 8.40 2.50 0.00 14.60 L2.LO 15. 15 15.55 2.35 5.00 9.10 0.00 0.00 1. B5 6.74 2.25 8.35 13.55 0.00 Yes No No No No Yes No L\O No No No No No No No No No Yes No No No No Yes t- 1 1 1 1 1 1 I I I I 1 t_ 1 I I 1 I 1 t- t- I I 1 1 1 1 2 FOOTNOTES: 1) EGRESS - An operable window or door that opens directlyis required from Lhis room. The minimum clear openablethe following. - - Sec, 1-204.1) The minimum clear heighL ts 24 inches2) The minimum cfear rridth is 20 inches3) The rninimum clear area is 5.7 square feet4) The maximurn sill heighL is 44 inches2) The number of exi-ts is based on Table 33-A (Dwellinqs) 3) A mechanicaL ventilation systern may be used in in fieuopenings for ventilaLion. -- Sec. 1205. (c)4) The requirement for an egress window in bhe basement isSec. 12 04. to ttre exterior area must meet of exterior based on ROOM DIMENSIONS r Habitable space sharl have a ceiring height of not fess than 7 feet 6inches. Kitchens, hal1s, bathrooms and toilet compartmenLs may have aceiling height of 7 feet measured to the Lowest projection. rf the ceilingi-s sloping, then the minimum height is required in onry r/2 of the area.- - Sec. L207. (a\ {,2 *'"'""'o "*u* 75 South Frontage Road Vail, Colorado 8/,657 970-479-2 1 3 8/479-2 I 39 FAX 970-479-2452 D ep artment of C omrnunity Deve lo pme nt at a point central ly each sleeping area. i n ornh <l aani na Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. OLher habitab-le rooms except k lLchens sha-tI have an area of not less than 70 square feet. -- Sec. 1207. (b) Habitable rooms other than a kitchen shall not be less than 7 feet in anv dimension.Sec. 1.207. (c) GLAZING REQUIREMENTS : ALI glazing in hazardous locations is required to be of safetyglazing material. - - Sec. 5405. (d) l) Glazing in ingress and egress doors except jalousies- 2) Glazing in fixed and sliding panel-s of sliding door assembties and paneLs in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in aII unframed swinging doors. 5) Glazing in doors and enclosures for hoL Lubs, whirlpools, saunas. sLeam rooms, baLhtubs and showers. Glazing in any porLion of a building wall enclosing these compartments where t.he bottom exposed edge of theglazing is less than 50 inches above a standing surface and drain inlet.5) GJ-azing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazxing is within a 24 inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 50 inches above Lhe walkinq surface.7) Clazing in an individual fixed or operable panel-, other than thoseIocations described in items 5 and 6 above, than meets atl of Che following conditions: A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottom edge less than 18 inches above the ftoor. C. Exposed top edge greater than 35 inches above the ftoor. D. one or more walking surfaces within 35 inches horizontalLv of theplane of the gl az ing .8) clazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fil1pane] s . See exceptions. SMOKE DETECTOR REQUIREMENTS : A smoke detect.or is required on the ceiling or waII located in the corrj-dor or area giving access to- Sec. 1210. (a) 4. A smoke detector is requ.ired on the ceilinq or wallarea. -- Sec. L210. (a) 4.A smoke detector is required in the basement. - Sec. 12L0. (a) 4.A smoke detector is required on all stories. - Sec. 1210. (a) 4.rf the upper lever contains sleeping room(s), a smoke detector rs requiredin the ceiling of the upper level close to the stairway.-- Sec. 1210. (a) 4 smoke detectors are required to be wired. to the building,s power source andshall be equipped with a battery backup. ,- Sec. j.2l-0. (a) 3.Detectors sharl sound an alarm audible in arl sleeping area of Lhe dwelringin which they are located. -- Sec. 1210. (a) 4. {g *rr,r,,""nr** 75 South Frontage Road Vail, Colorado 81657 970-479-2 I 3 8/479-2 I 39 FAX 970-479-2452 FIREPLACE REQUIREMENTS : FACTORY BUILT FIREPLACE: 1) Unit musl be an approved unit. -- Sec. 3705. (a) 2) Clearances and hearth size must be per manufacLures'- sec. 3705. (a) c (b) 3) Chimney height must be per manufacturer's approval OCCUPANCY SEPARATION: Between ttre garage and the residence, materials construction are required on the garage side Lhe garage and the residence are to be a self D ep artment of C omrnunity D eve lopment approva I . and Table 37-B STOVE REQUIREMENTS: 1) Unit must be an approved unit. -- Sec. 3705. (a) 2) Clearances and hearth size must be per manufactures approval .-- sec. 3705. (a) & (b) 3) Chimney height must be per manufacturer's approval and Table 3?-B core door or a 20 minute fire door. -nnrarran Fa- 11.'- €i '-^^- --reonl-y and any doors between-.1^qi nrr I 'llR ir'^h solid 5-B & Sec. 503. (d) exc. #3Table STAIR REQUIREMENTS: A stairway in a dwelling must be at least 36 inches wide. Sec. 1306. (b) The maximum rise of a sLep is 8 inches and the minimum run is 9 inches.-- Sec. 3305. (c) exc. #lProvide a handrail on one side a st.airway 34 Lo l8 inches above the nosing if there is 4 or more risers. -- Sec. 3306. (i) Provide a guard rail where drop off is greaLer than 30 inches - Minimum height = 36 inches, maximum opening size = 4 inches. -- Sec. I7L2. (a) exc. #1The minimum headroom is 5 ft. 8 inches. Sec. 3305- (o) Enclosed usable space under the stairs is required to be protected as required.for thr fire- resistive construction.Sec. 3306. (l) SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross- sectiona.l- area of not more than9 square feet may lined on the inside with not less than 26 qaqe galvanized sheet metal wiLh aII joints locklapped. The ouLside must beI hr construcLion. AII openings into any such encl-osure sha1l be protected by not less than a self -closing solid wood door l- 3/8 inches thick or equ.rvaf enL. - - Sec. 1706. (f )2) Gas vents and noncombustible piping installed in walls passing through3 floors or less do not need to be in l- hour shafts.-- sec. 1706. (c) 3) Shafts for gas vents, factory-built chimneys, piping, or ducts Lhat donot extend through not more than 2 froors need not be in t hour shafts-- - Sec. f705. (c) 4) All other shafts are- Sec. 1705. (a) ATTIC REQUIREMENTS: l-) Provide an access to or more. The minimum inches or more cfear 2) Provide ventilation required to be encl-osed in a t hour assemblv. all. atLic areas with a size is 22 inches by 30 height above the acces s in aII attic areas. The cJ-ear heighL of l0 inchesinches. There musL be 30. -- sec. 3205. (a) net free vent area is {,2 *'""''""*u* 75 South Frontage Road Vail, Colorado 81657 970-479-2I 3V479-2139 FAX 970-479-2452 Sec. 2516. (c't 2 ADDITIONAL REQUIREI4ENTS I For R3 occupancy This project will require a site inprovement survey.shall be submitted and approved prior to request forinspection. AII crawl spaces within the Town Of VaiI are limitedstructural floor ceiling height of 5', be earth floorventilated as per UBC 2516(C)5 with minimum access as 251,5(C)2 and maximum access of 9 sq. ft. Any building site wiLh a slope of 30 d.egrees or moreengineer design. Such deslgn shall address drainage,and structural des ign . Department of Community Development Such survey f rame to a earth toonly, beper UBC shall require ansoil retainage to be not less than I square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50% of the required vent-ilating area is provided by ventilators located in the upper portion of the attic. The upper ventilaLors mush be at least 3 feet above the eve or cornice vents. -- Sec. 3205. (c) For a 500.0 sq.ft. attic area: Ratio Miminun sq.f tt. of vent1/150 3.33 1/300 1,.57 CRAWLSPACE REQUIREMENTS : 1) Provide ventilation either by mechanical means or by openings in exterior walls. Opening shall provide a net area of not fess than 1 square fooL for each 150 square feel of area in crawl space. Openj ngs shalI be distributed on two opposite sides and be located as close to corners as practical .-- Sec. 2515. (c) 6. Note: Venb openings may be reduced bo 10% of the aboveif ground surface area is covered with an approved vapor barrier and the building official approves. For a 731.0 sq.ft. crawl-space area: Ratio Mini-num sq.ft. of vent L/ L5O 4.87 2) Provide 1-8 -inch by 24-inch access opening to the crawl space area. Note: opening may be required to be larger if mechanical equiprnent is locatedin the crawl space. -- Sec. 2516. (c't 2.3) Unless the wood i-s listed as an approved wood of natural resistance todecay or treated wood, the minimum clearance beLr^reen exposed earLh andfloor joist is 18 inches. The ninimum clearance Lo beams and girders isis 12 inches. Excavation below slabs on grade sha11 not be permitted without prior approval . Address numbers shall be posted prainly visible and legible from thestreet. {p *r"r"r"u "*"* TO cy ge floor to allow for drainage to ouLside to provide a 75 SouthfrbrltffRflAdf loor drain connected ro sewer must be afupgplfufuuftMamunity Development Vail. ColoFfl#EfiglL"o water & sanitation District- 970-47e-2 ltr8/42Pa46tr9 wi r h r iv ins FAX 970-/g&?15\ tne area above resistive construction. area above, the walls of shal,I be protected wi th uBc 503 (B) . l-ha drra^a uri i rh rro one hour fire {; *""'"""o '*u' g,rJtxgilcPv 75 South Frontage Road Vail, Colorado 81657 970-479-21 3 8/479-2 I 39 FAX 970-479-2452 D eparhne nt of C ommunity D eve lopme nt '|own ot var I 75 South Frontage Road Vail, Colorado 81557 (303) 479'2138 Pfan review based on the 1991 Uniform Building Code Proj ect Number: 891 -021,7 Address z 1.479 ASPEN GROVE LANE Contractor r RKD Occupancy: R3, M1 Type of ConsL: V-N Name: KYLE 224 Date: August 1, 1997 Architect: RKD Engineer: MONROE AND NEWELL Plans Examiner: ART HOUGLAND CORRECTION REQUIREDSHEET IDENTIFICATION A4.1&4.2 CRAWL SPACE AS fNDICATED Provide an attic access (22X30 min) to each attic area.-- Sec. 3205.(a) Provide an attic access (22)r.30 min) to each ai-tic area.-- Sec. 3205-(a) ELEC ELE EDITION NOT INDICATED All elecLrical work is to he compleLe to the requirements of the latest National Electrical Code, al1 Town of Vail Ordinance.s, and Holy Cross Requirements. AII areas delineated as crawl spaces or nonhabit. basementt shall have less than 5,ht. from earth to strucLural floor/ceiling above, be ventilaLed as pet UBC 2516, with minimum access as per UBC 2516 and max. access of 9 so. fL. Projects which are approved by variance to be builtinto a setback or over allowed zoning building height require an additional site irnprovement survev upon completi-on of the founation to document Lhe correct -Locatlon and elevation of the structure. All new consLruction within the Town of Vail will berequired to have a public Way permit by TOV public Works Dept. Lo approve site drainage and. culvertinstallation. This approval must be complete prior to any inspection by the Building Department. Glazing in a hazardous location is required. to beglazed wiLh safety material. - Sec. 5406. A4. 1&4.2 A5 . Z A1 A2.1&3 {2 *"'"''ou '*"* 75 South Frontage Road Vail, Colorado 8i,657 970-479-2 I 3 8/479-2 I 39 FAX 970-479-2452 D e partment of C ommunity D eve lopme nt Required correcLions for: Proj ect Id.: KYLE 224 Address:. L479 ASPEN GROVE LANE # SHEET IDENTIFICATION Page # 2 CORRECTION REQUIRED A2.L,2,3 A2 .3 A bathroom is required to have an openable window or a mechanical ventilation system. Sec. l-205. (c) This area requires an exterior opening for emergency escape or rescue with clear area/dimensions specified. ' Sec. 12 04. In bathrooms with a tub or shower and in laundry rooms a mechanical ventilation system connected directly to the outside shall be provided. Bathrms which contain only a water closet or lav. may be venti,l-ated with a recirculating fan. UBC 1205(c). DomesLic clothes dryer exhausL ducts shall be installed as per UMC 1104 and 1903. Flexible duct connectors may not exceed 5' in length and strall not be conceafed within construction. Ducts shalI terminate out-side the building and not exceed 14' Iength. Provide a minimum l-8X24,' underfloor access. UBC 25L6 (c\ 2 . No domestic dishwashing machine shall be directly connected to a drainage system without the use of an approved dishwasher air-gap fiLting. UpC 608. Cross connection control devices shall be instafled to protect pollution of potable water supply by useof approved backflow prevention devices. UpC 1003. Plumbing fixtures with mechanical apparatus shalL besupplied with an access panel for inspection andrepair of equipment. UPC 904. In buildings of unusually tight construcl_ion (all new construction within the Town of Vail),combustion air shall be obtained from the outside. Such combusbion air openings shall be as per UMC Ch- t: Factory-built chimneys for fireplaces shalll-erminate a minimum of 2, above any point within 10'horizontally away. UMC 912. 1.0 A2,L,2,3 11 A2.3 L2 A2.3 L3 A2.2 14 PLUMBING L5 A2.2 1.7 A3.2 {P *"""'o '*uo I TOWN OFVAIL 75 South Frontage Road Vail" Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 t8 A2.2 L9 A2.2 20 A2 .2 21 MECH 25 A2.L,2,3 26 A2.!,2,3 27 A2 . L,2 ,3 cas fireplace appliances are required installed as per listing instal-Lation wilh a rrB'r vent only. Combustion air supplied from the outside for alf new in the Town of Vail. D epartment of Community Development A chimney encfosure for a wood burning Iireplace flue shalL be protected by a one -hour fire resistiveconstruction. UBC 1706. This involves lining' the inside of such chase with 5/8" Tvpe X sheetrock andfire - taping j oints . Approved gas logs may be installed in solid-fuel burning fireplaces provided the installation is according to the listing instructions, any dampershall be removed or permanentJ-y blocked, and asafety shutoff valve is provided. UMC 803. to be lnstructions must be construction Furnaces not listed for closet or alcoveinstallation shall be installed in a room or having a volume at least 12 times the volumefurnace. A boiler unit will require a space times larger than the boiler. UMC 504(b) space of the to Supply a mechanical drawing indicating design of sysbem. size (BTU and volume) of equipment. vent location and termination, and combust.ion air to be supplied prior to any installation. LINE Gas piping shall not be i-nsta11ed in or on theground under any building or structure and exposedqas piping sha1l be kept at least 5', above qrade- trMc 2213 (b) 24 Due to Colorad.o State Statutes, all sink faucetts and shower heads are required to utilize flowrestriction devices. Also, the maximum water closetflush usage is limited to a maximum of 3.5 qallonsper flush. A smoke delector is required in the access area toall rooms used for sleeping purposes. -- Sec. 1-210. (a) 4. A smoke d.etecbor is required in all rooms used forsleeping purposes. -- Sec. L2L0. (a) 4. On an upper level where rooms are used for sleepingpurposes, a smoke detector is required in theceiling at the stairs. -- Sec. 12l-0. (a) 4. {,7 *'"""""o '*"* 75 South Frontage Road Vail. Colorado 81657 970-479-2 I 3 8/479-2 1 3 e FAX 970-479-2452 28 A2.1.,2,3 29 A2.L,2,3 30 A3 2&5 .2 3l A4.l- JZ I\Z.I 33 SECTION 34 SECTION 35 A4.1 35 A4. I A smoke detector is required on all an afarm in the bedroom area(s) . -- A smoke deh.ector is requj-red in the to an alarm in the bedroom area(s). A Department of Communiry Deve lopment leve1s wired to Sec. 12 10. (a) 4. basement wired - - Sec. f2 10. (a) The chimney is required. lo extend 2 feel above any roofing within 10 feet. -- Sec. 3703. (f) & Table The garage must be separated from the dwelling by thr fire-resist.ive construction on the garage side.-- Table 5-B & 503. (d) exc.#3 The door between the garaqe and the dwellingr is required to be a 1 3/8 i-nch thick solid core or 20 minuLe self closing door. -- Sec. 503. (d) exc.#3 The maximum rise of a step is 8 inches and the minimum run is 9 inches. -- Sec. 3306. (c) exc #1- The minimum headroom verticalJy from nosing Iine is5 feet 8 inches. - Sec. 3306. (o) The enclosed usable space under the stairs isrequired to be protecLed by thr fire-resistiveconstruction. -- 3306. (1) An access is requied to the crawl space area. The minimum size is 18 inches bv 24 inches. -- sec. 2516. (c) 2. {P *"n"'"o '*o o trgu8BluuB[fo MINTURN, -OOLOnADO |l 34t(zte).+tf.tOil RNR, TO I}[,C OF STAR AE( ffi 3 o,r,.59 o@F r-E< HgH I tll .: (l)ro rl J ttio r (\l TF () _T III II III :,; ::,1. 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Ac.l \O +nat c.l s lsNINI Inn ls OFan Fl t-1eI (, 7. onaaxtni€tr*<HEEEaa xE€eEFJX<ixH oIrlmd9Hfr'.t 5> lni\6B{"i'l-*l'WU Activityr 897-Oel7 7/ l/19 Typer B-BUILD Address t 1479 ASPEN G]{OUE LN Location: 1479 AStrEN tiRUUE LN l'?OParcel z ?ro.3-cr4-ls-oea / " -ftI^ I ?1"Description: ilE]f "o I I++ flpplicant, RKD tt* U " ? J' 'r Ownerr LINDSTRtili STEVEN J -Contractorr RKD FORKE$I , Status: ISSUED Constrl NSFR Occ: OOOT Use: U N Phone t ,97o-476-92?8 Phone : ''Phonet i70-476-i??8 'Locks, Holds, and Not iees, . . ACTIUITYNotice: Slot 38 Inspection Request Inforration.... Requestor: JACK SNOt'l Req Tire: O8:OO Eorrents: tfILL Iters requested to be Inspected... 9,g=44 BLDB-Final C/tr OO537 PLAN-FINAL C/O . .,, Phone: 471-3738 AFTER TO At|I Aet ion Corrent s Tire Exp Inspeetion History... - . Iterr Iterl Iter: Iter: Iter: OOSOO trLJ-Baekfill Inspection 6e/O5/q7 Inspector: LP SOSOf Pbl-Terp. accese/drainagegA/O3/97 Inspector: LP gOSOe trhl-Rough grade Ar:t ion: APtrR APPHUUED Act ionl APtrk AFTPROVED Action: NO IL;C ROUTED TO PLANNINB Action: APPR APPRDUED Action: AFtrR EXCEPT GARAGE Action: APPR EARAGE COIIIPLETE OO5O3 trtf-Final driveway grade 0/A0IO BLDG-Foot ings/Stee I c|a/?-,e/97 Inspeetor: LtrU Action: APtrR plDs AT a' 9JIDTH. 09/?6197 Inspector: CD Action: AtrPR IhTERIUR trRDS Notes: REFIUVE ROCKS BEING USED AS CHRIRS FBR REBAR Iter: SOOPO BLDG-Foundation/Steel ! 09/$3/97 Inspeetor: CD Action: AtrtrR CORRECTIUNS REO'D Notesr PROVIDE CLEARANCE BEThTEEN LEDGER BORRD AND TOp REBAR TIE LOOSE BARSfter: OOS8O PLAN-ILC Site trlan 0?/6/9A Inspector: CD 6?/ l3/9A Inspectorr DIIFIINIC Iter : Uno,3fl BLDG-Fraring A?ll9/9A Inspeetor: CD flction: APtrR SEE NOTES Notes: FIRE BLOCKINE REIJ'D IN LIUING ROOII t'fALL OUER 10' FEET PRIJVIDE A LETTER FROI'I STRUC. ENgINEER ffDDRESSING ALL STRUCTRAL C}IANGES FIffI}E Iter : 00056 BLIrG-Insulation O3/O?/99 Inspector: ART Aetion: Nu Approved vrlcorr/notation Notesr STRIJCTURflL STEEL THf{UUGH OUR EXtrOSED To INTERIOR I5 TO bE IT{SULIITED WITH RI6IN FOAFI. UNTER LEEK IN ROOF PRE9ENTED COFIPLETIT]N UF INSULATION IN TiARAGE, S.E. LUIIER FLUOR BEDRUtIFI & FIREPLACE CHASE. THIS I{ILL REOUIRE REINSPECTIIIN. Osltig/9A Inspeetor: CD ta6/ Lll98 Inspeetgr: CDfter: OU96|| BLIIGi-SheetFock Nail REPT131 g7 lilt 1999 67:54 REOUESTS TOI{N OF VArL, - INSPECTN T.'ORK CTILT]RADO SHEETS FORz 7/ 1/1999 -T-' IPA6 AREA E5 rCD t63ll3l9$ Inepector: CD Aetion: APtrR EXtrEpT GARFIEE Notee: CO}|PLETE DRYIIALL UNDER STfiIRS CTIDItrLETE RHI.'TJND I.IINDOI.IS AT ENTRY Aetion: API-IR APPROVED GARAGEo16l16198 Inspeetorr JRlt Iter r O0,O7O BLDB-ltlisc. Iter:Iterr Iterr @53e P*-TE'P. C/Og6/lA/99 Inspector: L€iItcrr eg53:f H-Atrl-TEl'lP. elo Iterr OO5:17 PLAN-FINfl- C/OItcr: OG539 Pt+-FIt{fl- C/O ObfLEl99 Inspectorr LS Iterr OO54O BLDG-Final C/O to6/?1f99 Inspectorr JRil Noteer PERilITS TXJED NOT Aetion: AtrPR Foundation lfaterproofing Action; flPPQ F/P INSECTION @l@/97 tnspectorr trD Aetion: NO AEK FOR REUISED DHf,lrINGs Notesr l*lEN INSpECTIIINS OCCUR, BE AIIARE OF REUISED PLANS THAT AR TO BE TIN SITE A9ll5l97 fnspeetor: ART 07f?4195 fnspector: CD OOO9O BLDB-Final O053lt BLD6-Tcrp. CIJJ lel?gtSg Inspeetorr 6RG Action: AtrCR OK FOR TCO- COND{.TI.OI{S: NoteE: UK FOR BUILDING CI}DES T.C.O. ONLY. ALS1I t€ED TO OBTAIN 1l NECESSARY T. C. O. APIJI{tJUALS FRO}T trLANNING, PUBLIC I{ORKS I FIRE DEPARTiIENTS trRIOR TU FULL RELEASE OF T.C.O. FOR FIN c. o. , coMpLETE illsc. HARDIfARE & OTHER DETATLS, COIIpLETE INSTALLATION T]F BAR SINK IN DINING AREA' INSTALL ]{ECHANItr FLOUR CRILLE IN LIVINE RTJOiII COfttPLETE INSTALLATION t]F PER NENT 6UARD RAILS (TEFIPORARY RAILS ARE CURRENTLY IN PLACE tiOI{E AREAS}' & CtJI'|PLETE UNFINISHED DEN AREA (IF BUYER t'tAN iEDIN ROIIiIITHEATER INSTEAD. RNOTFIER PERIIIT I.IILL BE REOUIR pRoJECT, TNCLUDTNE ANY REOUTRED LANDSCApINE' ETC. r ]{UST B COTTItrLETE & AtrPROUED BY ALL APPLICABLE"TOV DEPTS PRIOR TO HELEASE OF FINAL C.O.'. Action: APPR FPRUVED , APPROVED (wsf t)$, REPT131 -ltluN tlF uArL, C(LURADO s7/gl/t999 07:54 REG|UESTilTNSPECTN I{ORK SHEETS FOR p97-OO90 7/ llLS Type: B-PLllB 1479 ASPEN BRTIUE LN 1479 ASPEN BROVE LANE e103-014-1s-Oga PLUNBINB FOR NE}I SFR T{OUNT iIASSIUE PLUiIBIhIG & HEATI LINDSTRUFI STEUEN J _ FBRKEN I'IOUNT ilASSIUE PLUiIBING & HEATI Act i vity r Address l Locat i on: Farcel r Deseri pt i on r Appl icant r Owncrl Contraetorr Status: ISSUED Congtr: NSFR oec: Use: Phone:719496101e Fhone l Phone: 71948,6Ig12 Inspeetion Reguest Requestor: JACK Req Tire: OBIOO Iters requested to olG?JtO PLifB-Final Inforration.. -.. sNor.l Corrents: l.tlL|- CALL AFTER bc Inepeeted... Aetion tr Phoner 471-37?8 lOAFI ent s Tire Exp Inspeetion History..... GO2IO PLllB{lndergroundWll9l97 Inspector: ART WD PLltlB-Rough./D. tl. U. Actionl APPR Underground oioE29 FIRE-SPRINKLER R(nJ|jH @a3{! Pl-HB-Ro ugh /lfat erl!€,llilfgg tnspeetor: tiRti Action: APPR 90 t.lSI OOa4O H-ftlB-Eas Fiping OO?SO trLltlB-Pool/Hot Tub O@GO FrLnB{,lisc. GO?9O PLltlB-Final iAtles lrta Inspeetor: 13RG Action: ffPCR 'CHtrK HISC AT FINAL C.tt. NOTESI Ci€CK FOR COT'FI-ETIUN T'F INSTRLATION I]F BAR SINK IN DININ AREA & RNY OTHER iIISCELLANEOTJS ITEI'IS fT BUILDING FINfl- C. INSPECTIUN. OX FT}R T. C. O. lterr OO53S FIRE-FINAL C/O Iterr fter rItcr rIterr IterrIterr f ter:Iterr ' 'li I { I / 1999 Activityr flddrrse r Locat i on: Fereel: Descri pt ion l f,ppl icant: Owner: Contractorr ir97-o114 7/ l/19 Typer B-ilECl{ 1479 ASPEN 6ROVE LN 1479 RSPEN 6ROUE LAiIE e1s3-ot4-1s-OOe ilEEH FOR NEI.I SFR ilAUNT I'IASSIUE PLUIIBING & HEATI LINDSTROiI STEUEN J _ FORKEN TIIT]UNT IIASSIUE PLUITBINE & HEATI Status: IEiSUED Constrl NSFR Occ: Use: trhone: 7194861O12 Phone: trhone: 7194861O12 Inspection Requret Requestorl JACK l{eq Tire: 9,6tt6l Iters requested to OG39O ltlECH-Final Inforrat i on. . . . . SNBII Correntsr $IILL CALL RFTER Fhone: 471-37?A 10 AT{ be Inspeeted... Action Corren! Inspection History..... fter: g@Wn ilECFI-Rough Wle6/97 Inspector: CD Notesr 6? PSI GARAGET64 PSI Iterr gl€40 Pl-l{B-Gas Fiping Vd.lOsl9A Inspectorr CD Iter l @:ll0 ItECH-HeatingIterr o{l3€O l€C-}l-Exhaust Hoods Itcr: Ogs:P EGtFSupply AirIter r @340 iiECH-ltlise.@,l03n$ Inspeetorr CD1r?llBl9g Inspector: GRG Iter r OO39O llEGtf-FinalIUEl9A Inspector: 6RB Aetion: APPR E VENT FOR BOILER Action: APPR "IN FLOOR I{ERT TUBIIS Action: APl.lR CHECK ltlISC AT FINRL C'O. Tire Exp Action: APPR LOtfER LEVEL, 68 Action: APPR IN FLOOR HERT LINES PSI ENTRY AND NRIN L AO HIN/T5 I{IN \t\t' , oo Design Review Action Form TOWNOFVAIL Plojcct Namc. Kyle Residence Project Description: Revised Landscape Plan Owner, Address and Phone: Peter Kyle, 1479 Aspen Grove Lane, 479-0646 ArchitectiContact. Address and Phone:Jack Snow, RKD, 1000 Lion's Ridge Loo, 476-9228 Project Strcct Address: 1479 Aspen Grove Lane Legal Description: Lot 2o Block 2, Lion's Ridge #4 Parcel Numbcr: 2103-014-15-002 Building Name: Comments: Revisions to Landscaping Only Board / Staff Action Motion by: Action; staff approved Seconded by: Votc: Conditions: l) boulder walls not to exceed 3' within front setback Town Planncr: Brent Wilson Datc: August20,l998 f Jl:VtrRY( )N l-)DR B\A PPROVAI \q8\KYL[.820 DRB Fee Pre-Paid: L,1ro bq7-?t7 SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED R.ESIDENCE LOT2,IILOCK 2, LIONSRIDGtr SUBDMSTON r[lNG NO.4 TOWN OF VAIL f,AGLE COUNTY. COLORADO PROJDCTNO.9768 AUGUST 15,1997 PREPARED FOR: MR. JACK SNOW RKD r000 t,toNSRtDcll t,ooP, sUlTri 3l) VAIL, CO EI657 P.0. Bor l.ril. A[rn. Cokrrado 8162tl . 1!70) 827.908tt l'cl . (970] tt2a-91]tt9 Fu TABLE OF CONTENTS E)GCUTIVE SUMMARY SCOPE OF STUDY SITE DESCRIPTION PROPOSED CONSTRUCTION . . FIELD INVESTIGATION . . . . SUBSURFACE SOIL AND GROLJNDWATER CONDITION FOUNDATION RECOMI\4ENDATIONS . . . SLAB CONSTRUCTION RETAJNING WAILS TINDERDRAIN SYSTEM SITE GRADING AND DRAINAGE . . . LAWN IRzuGATION LIMITATION FIGURES LOCATIONSKETCII . " ''DRAWINGNO. I SUBSURFACEE)GLORATIONLOGS' " FIGURENO's l-2 SWELL/CONSOLIDATION ' FIGURENO's 3-4 GRAIN-SIZE DISTRIBUTION ANALYSIS " " " FIGURE No's 5-6 PERIMETERDRAIN .... "FIGURENO. T 2 2 a J .) J .+ 4 6 7 7 LKP Engineering, lnc. EXECUTIVE SUMJ\{ARY 1. The proposed residence should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 2000 psf. They should construct the footings on the undisturbed silty to gravelly Sand. See l"oultdation Recontmendations' 2. Geoloeic Hazard Studv for the lot was prepared by R'J' trish, ionsulting Engineering Geologist, Inc., in a separate letter. SCOPE OF STUDY This report presents the results ofa subsurface Soil and Foundation Investigation for a proposed residence to be constructed on Lot 2, Block 2, Lionsridge Subdivision Filing No. 4, in the Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage' SITE DESCRJPTION Lot 2 is a 0.47-acre lot on the north side of the road, at 1479 Aspen Grove Lane, in the Town of Vail, Eagle County, Colorado. The topography of the site is moderate to steep. Vegetation on the lot consisted of grass, wild flowers, shrubs, and aspen trees. Drainage is to the LKP Engineering, Inc. south, toward the road. East and west of the lot are residences. Lot No. 2 is vacant' PROPOSID CONSTRUCTION We understand that the proposed residence will consist of two to three stories, wood frame construction, with a slab on grade for the garage and a crawl space at the rear of the house' We anticipate loads to be light, typical of residential construction' Ifthe finalized plans differ significantly from the above understanding, they should notiff us to reevaluate the recommendations of this report. FMLD INVESTIGATION The field investigation conducted on August 7 , lg97 , consisted of logging and sampling two test pits. The test pits' locations are shown on Drawing No. I . The excavation of the test pits was done with a conventional, rubber tired, backhoe, prior to the investigation. Meanwhile it had rained, and rainwater rernained at the bottom of the test pits. We show the soil profile of tlle test pits on the Subsurface Exploration Logs, Figure No's I and 2. Soil sarnples for laboratory soil analvsis and observation were taken at selected intervals. SUBSUR}'ACE SOIL AND GROUNDWATER CONDITION The soil profiles encountered in the two test pits were uniform. Topsoil, 3.5 to 5 feet thick, was underlain by six to 7 feet of reddisll-brown, soft to firm, silty to slightly clayey, sand' In Test Pit No. 2, the sand was rnore gravelly near the bottom of the pit' We sampled the soil in the test pits at random intervals. The soil samples were tested in our laboratory for natural moisture content, natural dry density, swelVconsolidation and grain size distribution. The test results are shown on Figure No's three to six' Geolosic Ilazard strrdies arc outside our scope of services. They were investigated by R J' LKP Engineering, Inc. Irish Consulting Engineering Geologist, Inc.' in a separate letter' FOUNDATION RECOMMENDATTON S The clayey Sand in Test Pit No. 1 at 4 feet, exhibited moderate, consolidation potential. Footings should be extended a minimurn of six feet below the existing ground surface. They should support the proposed residence with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 2000 psf' We recotnmend minimum width of 16 inches for the continuous footings and 2 {bet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length ofat least l0 feet' We recommend a lninimum of 48 inches of backfill cover for frost protection of the footing subsoils. Ort Augusl 13, 1997, the undersigtted engineer observed lhefoundaliott excavation to terfy that the soil conditions are as anticipated in lhis reporl. The excavation was still in progress. Continuous rain Inade the foundation soils wet and soft' We recommend drying ofthe foundation soils and proofrolling before concrete placement. The areawithin the proposed garage was not excavated completely. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof-rolling of the foundation excavation. Soft spots detected during the proof-rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optirnum moisture content as determined in a laboratory from a Stanclard Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The natural on-site soils, exclusive oftopsoil, organics, are suitable to support lighlly loaded slab-on-grade constmction. The subgracle for the slab-on-grade constnrction should be LKP Engineering, Inc. f proofcompacted to detect and remove soft spots. They should backfill overexcavated soft spots and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698). Suitable material should be free fronr topsoil, organics and rock fragments greater than 3 inches. The concrete slab should be constructed over a 4-inch layer ofclean gravel consisting of- 314 inch gravel with at least 507o retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab-on-grade and score controljoints according to the American Concrete Institute requirements and per the recotnmendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage' RETAININGWALLS Foundation walls retaining earth and retaining structures that are laterally supported should be designe{ to resist an equivalent fluid density of60 pcffor au "at-rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent fluid density of45 pcf for the "active" case. Tle above design recomrnendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacenlt structures, weight of ternporary stored construction materials and equiprnent, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAIN SYSTE]\{ To reduce the risk of sulface water infiltrating tlre foundation subsoil, we recommend LKP Engineering, Inc. 6 installation of a foundation perimeter drain (see Figure No. 7). A perimeter drain should be installed behind every step in the foundation. The foundation perimeter drain should consist ofa 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a l/4 inch per foot for flexible or at a I /8 of an inch for rigid pipe. The drain pipe should be covered with a minimum of 6 inches of -3l4-inch free-draining granular ntaterial' Geotextile (Mirafr 140N or equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to rvithin 2 feet ofthe ground surface to prevent a buildup ofhydrostatic pressure. Additionally, for the rear foundation/retaining wall we recommend Mira{rain 6000. The Miradrain should be wrapped around the perforated pipe, as shorvn on the detail SITE GRADING AND DRAINAGE Exterior backfill should be cornpacted at or near the optimum tnoisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90oh ofthemaximurn staudard Proctor density under landscaped areas' They should use mechanical methods of compaction. Do not puddle the foundation excavation. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first l0 f'eet is recommended in unpaved areas, and three inches in the first l0 feet in paved areas. The top ofthe granular foundation backfill should be covered with a rninimum of I foot of relatively impervious fill to reduce tlre potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods' The roof drains and downspouts should extend and discharge beyond the lirnits ofthe backfill' LKP Engineering, lnc. LAWN IRIUGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure tl.rat the spray from the heads will not fall rvithin l0 feet of foundation walls, porches or patio slabs. Lawn irrieation must be controlled. LII\{ITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar rnethods of testing and soil conditions at this time. There is no other warranty either expressed or irnplied. The findings and recommendations of this report are based on field exploration, Iaboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No l and on assumptions stated in the report. Soil conditions at other locations lnay vary, which may not become evident until the founclation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted imrnediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Mr. Jack Snow of RKD, for the specific application to the proposed residence on Lot 2, Block 2, Lionsridge Subdivision Filing No. 4, in the Town of Vail, Eagle County, Colorado. Sincerely, LKP ENGINEERING, Luiza Petrovska, PE President LKP Engineering, lnc. o o (l I t.)t lu L0r n''f ) ,! "'\ t t1, o't\r' ,-.-) " ( l\'lLl(;l.l)Il:(llNl( ll, Eng'ineet'it)g', Inc. P O Scx 14:.2 A!c,n, a(l gi6:0 1.r (..r70) 827--..'f)t8 'ol (!70) e:7-g(t2i9 LOC,ITION S'I{ET('II FtAJta I M1- .-_, / LrL.] 1d/ jl fjl itc'A -', l/L'^":.4'if'c:t iiLlt\ita |tt'\ ': tiltijl t.)F I AtL f AL:LE II.)UII ii, LI)LORAJU lF [FAittl ,0F Rh-D r( 'rrt "- r" = 1L)' tan - =-( 'L-' - /:r - : ' '{l T1'NG NLI: DArEExcAvArEo, augf z, lssz rESr prr No. rO ELEVATION: LABORATORY TEST RESULTS DESCRIPTION OF MATERIAL AND SAMPLE LOCATION s Y M B o L tanding water tom of test rom rain -5 .--10 -- 15 --- 20 104.5 Pcf 13.4 % 2OO=22.4 % 109.0 Pcf r7.3 % Reddish-brown, silby, stightlY clayey Sand Ground WaterBottom of Test Pi-t Z = Relatively undisturbed hand drive I : Bulk samPle DD = Natural Dry Density MC = Natural lv{oisture Content -200 = Percent passing No. 200 sieve LL = Liquid Limit PI = Plasticitv Index SUBSURFACE EXPLORATION LOGLKP ENGINEERING,INC. DATEEXCAVATED: AugO t. LYY1 ELEVATION: rESr Prr *o. to LABORATORY TEST RESULTS DESCRIPTION OF MATERIAL AND SAMPLELOCATION s Y M B o L ---- 5 --- l0 --- t5 _--- 20 DD=l10.1 pcf MC= 12.6 % MC= 8.3 % -2OO= 27.9 % ish-bror,rn, silty-clayey to velly Sand, more gravel- near Lhe bottorn of the test Pit No Ground Water Encountered tom of Test PiL Z = Relatively undisturbed hand drive I = Bulk sarnple DD = Natural Dry Density MC = Natural lr{oisture Content -200 = Percent passing No. 200 sieve LL = Liquid Linit PI : Plasticitv Index SUBSURFACE EXPLORATION LOGLKP ENGINEERING,INC. 9 /brj 3 Projcct No. Figure No.LI{P Engineering' Inc' +6 +4 +2 0 c .9acoc!xlrj -o o a-4 oo -6 .*4o c qa '?z lIT s0 a e -Lo o q, -zl oo APPLIED PRESSURE - KSf Somple of Silty Sand Nolurol Dry Un it Weight = Noluro I Moislure Conlent : from Test 104.5 pc f 13.4 percent Pit No. I at 4 feet APPLIED PRESSURE - KSf Somplc of Silty-clayey Sand Noturol Dry Unit Woight = 109.0 Nolurol Moirlurc Conlont . 17.3 from Test Pit No. pc f pcrccnl I at 9 feet r; ,,. ri^h To.l Fostrll c 9ib8 .I Projcct N<r. Figurc No.LI(P Engineering' Inc' E*4 aaoefi+2 co ct o. -.1 o() .+4 .9 q o?+2lrl ae -Lo h. -4 Io -6 bS -6 +6 s0 APPLIEo PRESSURE - ksf Somple of Silty Sanal from Test Pit No' 2 at 6 feet Nolurol Ory Unit Weighl : ll0'1 Pcf Nolurol Moi6lure Content . L2.6 percenl t.o APPLIED PRESSURE - KSf t0 t00 Somple of Noluro | 0ry Unit Nolurol Mo ir tu re ivcight Conl c nl I rom pc f perccnt -8 a'.vn ll - unnqnlidnlion Test Resulls o Pe rcen t Coarser bY Height oc'oe93R333a! aa <l u't OJ {Jq{ g +) rd oz JJ tJ .t Er=o o - -l NINI;(u .= (ga !al,+l ,.l -{sll .A t-- | u) ;l ; (, ol9 <) O o o (D =z oz, F 2,4 z (5 za L! O. GJ o F ooooO O\ cO r'\ LKP EIGINEERI}G, II{C. Percent Finer bY l,leight Project No.9768 Fig-ure No. GRAIN SIZE DISIRIII'TTON -{ f-lt; rda rl r_t 0, rdli Ul 0, rr .gcrl u.l Icol >r 'r|l I 9 '.{ cDl.l col-l Project No. 9768 !-o O. IlIlI IAt1l lclitq 1L],lll-tu-l cl-l .d ,l le.rl Itrl l.o =l lg :t t- ;t t"lliI I: O I Il.lc[; L Ia dIJ qJ lL t' o -o o Percent Coarser bY wei tht - .pooIt't (U N oz .tJ .F{ o. tJo CJ F. F t: I & =z. o 4 F T z <tz z. =oo Pe rcen t Finer bY l,leight oR333 o O o O GRAIN SIZE DISTRIH}TIOI.JLKP EIGINEERIfE, Il'8. Figure No. o o t'o\.f R 5Ar'.l..Flt.t- A'i1i .tl'rt F!:tt')T F aL,4ll\'EL t l\4F8fi'\4OLt3 '-;OlL ()F IT,ALL ii ( '4,,?i Iil ll,t.\ iI F'F f.'t.)t)i ii'li. A4il.'Jltr";AIil (;LJL'i' FILTER F,.\6IiI,. n t.)t)P -flr '. _t '.. lAiF'i F li(.''li. ttii')i'''ti "!- BARR/ER t:LL [f l:.1 lra t i ti /[lL;.4 l.'r '11 1it111 'i - il'/(..^H [)/AAlf IER PI.'f t.jt"A tLl PiFf ::LOFf D lL') ; -:Ltl l4::Lf t'L rL! , Ar ,,, ,r" F.a a!r()r- ,.i,r- .,-r: \ 2-l- a .1,i'.- Ar 1 3'FfF FOi)i F,i Fit-..:iO F/--[ !| .\t.r it I t-\i:1L \r J clftL/GEo'rEcHNlcAL IIngi n ('L' ]'i n&, Ittc' F ( Bc) l4: I /rv(r, tL) ::ilr.,-() trl (e7(r) 317-9CES l:r' i\'la') a"l7- eoF.il II-,ILI. AND I'IJII]]IE1'E1I DR,IIA'.!1, r:t.j LilT :', qLAaK :. LDt,lSA'tt)Gt FILINC tt(1 1 t(tl1tN t\F \ AiL I i\t.t l. (t.tiqlit, r rt-r,/''4i'..J f'\'EF At tO 'i'rc IIIiD -ci.rr' rV l,l t a;f tlr.,l,,-'l t"r;s-;; .--*. .--' o l)esign Rcviclv Action Form .I'OWN OF VAIL l)rrtc: J:6-:-27 f)rrr.jcct tlun ",-- ko/ - I'alcc I N trtlr[rct : llrril<ling Natnc: P rr'r.icc I l)i:scr'iPt ion: owrrcr, Adrlrcss ,rrrr1 p1ron"' 'PnrL krfe /ooo Z;o^g '4' Z"'f tr :rJ'' - Archilcct/Cirrrtact, Atldlcss arttl Pltorrc: l,cgrrl l)cscription: t.ot X . l3locl< .-2-- Slbclivision -f-'^Zf--/-Zonc District -- I)roicct strccl Arlcllcs s:-.--(222--AtrE r- 6Fou E lAdE ( lon rrrt cltts:- --- Board / Stafl'Action 't '/ Motiorr jrv ' frarz.r<- Yorc: A - A Scconclcrl uv, ,4^t/4 Approval l)i.sapproval Staf{'Approvaltl ('otrt(iiiotrs: I'own Planncr Datc:-__.DRB Fcc Prc-Pai<l ,2A f - I Qucstions'? C^lt Pl:rnning Staff at 479-2 I 2tt A PPI-,I CA'I'I ON IIOR DIISIG N R[,VI EW APPROVAI., C t]NDItN I- INFORMATION This applicalion is for arry projcct rcquirirrg Dcsign ltcvicrv approval. Auy projcct rcquirirrg rlcsign rcvicrv tttttst rcccivc Dcsign llcvicrv approvirl prior to subruitting lbr a lruildin1l, pcrrttit. I;or spccilic inlirnrtatiotr, scc thc subtnittal rcquircrrrcnts for thc particulir appruval that is rcqucstctl. 'l'lrc applrcation carrnot bc acccptcd until all thc rcqtrirc<l irrforrnatiorr is subrrrittcd. Thc pro.jcct rnay also nccd to bc rcviovcd by thc Torvn Courrcil antVor lhc Planning arrd Ilrr v iron nrcntal Conrnrission. Dcsign Rcviol Board approval cxpircs onc ycirr af'tcr final approvnl unlcss ir buitrling pcrnrit is issuctl and constrrction is st,llted. D[scRtpIoN oF 1'rrr] r{t-Qur:sr, 3\\8,u6 {.A\ntrV Rprtpttn F l). PI IYSICAL ADDRISS: C. lt. Pn I{CDL tl, ? DVOIA\bAZ (Contaci Elglc Co. Asscssors Olilcc at 970-321i-t16.10 for parccl #) ZONING: NAME OF OWNIR(S): MAII-INC ADDRBSS:co0 I)lIONE: 770 - r2f: owN riR(s) s r GNA'r'u Rti(s): NN MI OF API'I-ICANI': MN ILINCi ADDI{ESS: l,lloNE: .I'YPI] OF RI]VIEW AND FI][: ! Ncrv Construction - $200 Construction of it rt*v builcling. Includcs any arklitiorr rvhcrc squarc footagc is addcd to arty rcsidcntial or conrnrcrcial builtling. Includcs nrinor changcs to buildings antl sitc intprovcntctrts, stlch as, rcroofing, painting. rvindorv additions, landscapirrg, fcnocs and rctaining walls, ctc. For any application rvhcrc thc applicant wishcs to nrcct tvith Dcsign Rcvicrv Board to dctcrnrinc whcthcr or not thc projcct gcncrally conrplics with thc dcsigr guidclincs. Thc DRB docs not votc on conccphral rcvicrvs. DRB fccs arc to bc paid at thc tinrc of submittal. Latcr. rvhcn applying for a building pcrnrit, plcasc idcntify thc accurate valuation of thc pro.icct. ThcTownofVail rvill adjust thc fcc aocording to thc projcct valuation. PLBASE SUBI}IIT THIS APPLICATION, ALL SUBMITTAL REQUIRBMENTS AND THE FEE TO THE DBPARTIITENT OF COIVIMUNITY DEVBLOPJ}IENT,75 SOUTH FRONTAGE ROAD, vArL. coLoRADO 816s7. ---::---:-:-:-:-:: .r :: . . r ...: .i ... .: : Fr-:p:,.{.i:r:: .: :,: i:i' :: ::::: :. ::i:: C. [:,. I'. O Addition -$s0 tr l\linor Altcraiion - $20 E Conccptual Rcvierv - $0 TO1'//N OF VAIL ZONE CHECK Datc: JU Lcgal dcscription:Lflt -" , -Biock L r,r,"s Lrowerw,P fr|b Addrcss Y\a{b ^YU\'?d-1'rt.q? t,'cbg- Vwic4"E 9L Uvmcr Ye*or V)nlV, Phonc Architcct P{fi - tnon. * 675 = 425 credit nlus 250 addition 7 Docs this rcqucst involve a 250 Addition? YID Minimurn l7',?q< !@ t4 GodaAE (eoo) (r2oo) Rcquirc 4? '5q? - tu Zonc district *A Proposcd usc * Buildable area Allowed Pronoscd Total Remaining /roturcRFA hI@ * +?E =4a/s2-* 4EZ- = 4l0z- 267 20' I <l 15', *M-= 74as Iw+ ?s3+n @ 5D tO 116 lDo1- lh,{+ b l2rlar o' /7 Enclosed t^ Pennittcd Slope t u To Proposcd Slopc 9/o Ycs_ No Ycs_ No l) Pcrccnt Slopc (< >30%>--129!lP 2) Floodplain (w 3) Wctlands 4) Watcr Coursc Sctback (30) (50)wo 5) Geologic Hazards a) Snow Avalanchc-S| y'Sitc Covcrag" /Oqp -D. Hcignt y'Sctbacks "' How much of thc allowed 250 Addition is uscd with this reoucst? 2^OVD - IJ +J4 (30u) Front Sidcs Rcar y'te'r,asrcaping fif,5 r'Rctaining Wall Heights u parking '/^,/ uaragc urcdrt Drivcway Complics with TOV Lighting Ordinancc Arc finishcd gradcs less than 2:l (50%) "'€nvi ronm ental/Hazards y'Prcvious conditions of approval (chcck property file) /ls thc propcrty non-conformin g? Dxcnbc: / b) Rocldalt w)twm ae,Vrrtl\. k?qt oY- c) Dcbris Flow hl2 I DESIGN REVMW CIIECKLIST Project: ASURVEY trFLOORPLANS Scale Scale Benchmark CRFA Legal description 250 additional CRFA Lot Size Crawl\Attic Space Buildable Area EHU Easements Topography 100 yr. flood plain Watct Course Setback Environmental Hazards Trees Utility locations Soot elevations EI S1TEPLAN Q BUILDh{G ELEVATIONS Scale ColorWlaterials Roof Pitch Q LANDSCAPE PLAN Existing trces Proposed trees Legend MISCELLANEOUS Condo Approval Title report (A & B) Utility verifi cation form Photos ofsitc Building material samples C.O. Verification Sun\Shade Anglcs Utiliti es (underground) View Corridors Variances Plat restrictions Scale Buildine Heisht Encroachments Setbacks Site Coverage EaveVOverhangs (4') Decks/Balconies Garage connection Site Grade\Slope Retainine Walls Fertces ParkingiGarage Tumins Radius Driveway (access and grade) Snow Storage Fire Access T oo LIST OF PROPOSED MATER]ALS TYPE OF MATERIAL: C TDAP SHAKTq BUILDING MATERIALS:COLOR:* NAil\)? A I \\ Hnr pA\Nrf *o i\lmL+ Roof Siding Othcr Wall Matcrials Fascia Sofllts Windows Window Trinr Doors Door Trint Hand or Dcck Rails Flucs Flashings Chirnncys 'I'rash Enclosurcs Grccnhouscs Rctaining Walls Extcrior Lighting** Other 5C\N\6 e rr'\R- (Kf.) R: C ff'AP 5fr \n cnR.u k_s c r r''Az EN /NN * Pleasc specify thc manufacturer's color, numbcr and attach a snrall color chip ** All cxtcrior lighting rnust rncet thc Town's Lighting Ordinance 18.54.050(J). If cxtcrior lighting is proposed' plcase indicate the nurnber offixftres ald locations on a separate lighting plan. Identify cach fixturc type and provide itt. tr.igtrt abovc gade, lumens output, luminous area, and attach a cut shect of thc lighting fixhucs. N/A x/x PROPOSED LANDSCAPING Botanical Nanrc Conrrrton Nantc :*-f,,r r O-uantity -1 Sizc* PROPOSED TREES AND SIIRUBS: bhrA Lt-tu lV 5GN-LDI{ + 2'cAt-rpER.-r Wf;,!tfn'r. \qprrt \\Z.CAUPLR-* BUfTALD OLNAN/\E\[AL Ta-ft.q EXISTINC TREES TO BE REMOVED: *Mini nrunr rcquircntcnts for landscaping:dcciduous trccs - 2 inclr caliPcr conifcrous trccs - 6 fcct in hcight shnrbs - 5 gallons Squarc Footagc CROUND COVER SOD SEED IRRIGATION TYPE OR METHOD OF EROSION CONTROL OTHER LANDSCAPE fnAfUneS (retaining rvatls, fenccs. swimming pools, etc.) Please spccify. In&cate top and bottorn clcvations of rctaining walls. Maximum height of rvalls rvithin the front sctback is 3 feet. Maxirnum height of rvalls elsewhere on thc propcrty is 6 fcet. o*?,,,?,?; ?,;,',?,.,li tno *ouool.'"oLoRAt 1'lris lorrtr i$ to veril'y.{crvicg nvaililtility ar,tl lttcltlirrt for rrcrv corrtilnrcliort irut! .,ilro(rlrl hc ttscrl irt crxrjurrlliorr rtit|r1lrcpirrittgyouruti|ityplrtttittrtlc|lcdll|in6 tlrcr,lrctrtrtittlIrtttk||rtr:ltol,p:,o||0sg||h|cs.l))ltst|rcrr;rpt.o.,'cr|iUlllv(.l';fic(l|ryt|rcl9l!<rrvirr1 nccontltitrrying litc nllu, Atttlrorif cd Sif rr;rt,rjti UJts t.J.li. Wcst (:or r t{ l ru I i00tioIs | .tJ00.r2 2"t |Jlt7 4 (rh-(rtl(r0 tit 9.1 1"4,1.1(l Prrlrl ir $crvicc (ignrJlnny 9'rr.5?8 | Cuy llrll Iluly (ir<rs.s lllccttic A*rroc 9 rr.5t92 'l'cd l{usly/.lolrrr ISoyrl 'f,( , I 9.1r-5 J 10 l'lo5'rl S;rllrzul i;rrgdc l(rrcr' \\f;rlcl r\ ljrrnit;rliorr l)istt'igl I ,176'74 t{(1 lr;crl I lirslcc P01 PAC€ 0{ -Fr, {, u .aho/st-. ' I'icilsc br inli ir silc 1tlnn. lloor nl:r:r, lrrtrl 0lcv;rljons rvltr:r1 p$1;1i11111g U1:|r;r llnglc Virllcy Wltur & .!:uriillion ;i[rrllr]c$, l:irc llorv s1gg6l5 n:trsl hc nddrr;ruicd. {Q'illsi: L ll'thc rrlility vcrificirtiorr fulut i,ls signatrr,'cs llurtr clch gf thc utility calrnlullcs, illd nr) oollllncllt$ arc ltladc tlilcglly gri (lrc f'orlrl. thc'l-ow \yill Frcs(inlc tl t lhcrc nrc no ltlcblctlrs nrtrl thc d0rrcl0prllcnl cil Drocccd. lfa utility conrp0ty hnri conccnr.s rvith thc proposcrt cqnstr-uutiorr. thc utility tcprsscnlutivc shlll rl0lg dircctly orr lhl. Ulilily vcrilicitliou lornr thut thC(c is a problcru tvhich nccds to b9 rcsc'lvcd, Tho iqtuc shoul<! tltcn bc dctuilcrl in iln otr.qhcd lcttrr to tlw'[<lwu of Vtril. llorvsvcr, |lcuscItccpitt tttind lhtrt il i$ thc rc$lorlsibility ofthc utilily conparry aud rhc applicaLrr ro rcsolv$ i<lcrrlitistl ptobl cll$, 'fhCSC vcriliCations do ttol rcljcvc lhC cont.actor ol'thu r.csporrsibilily tro obt.riu u l,rrblir: Way l'crr it t'ronr thc frcpartrncut 0f prrblic works ut tlrc Torvn ol Voil, lJldifi_llrlliuuuuuilx 2, J. obt{iru:d bcforqdlggi n '} i^ arry prrtrlio right-of-w{ry o{ cas*ucnt ivitrrirr tlrc Torvrr of vr,ril. It... t1.t:-- - r l'! JUN eE '97 t4:67 a6f2e/$37 14:0! ."',1 "7E47sl:Ff. L PPGE . FAE FAGE gil ) ItJJJz.|-LLI.ll n I t,LrLt r.t.t( ,t!:AfllJN fr / {}/ 6Alzl-,o C4p'ltri?e"( .l.|risfol,rrlistovcri|yscrviccnvlri|nhl|iryitttr|locntittlrfu,.'J.fcorr.r,....|i<rrrlrt(|shorrlti(rcrrscr|irrcottitrtx{ioll *,irrr prc',rri'6 you,,i,riri,y 1,r,,11,;;;;ii ili;l,fililllii,i'll,lllY,ill'il:lillT:,lll,TH\Xli;.-i1,1il:l'llllff:' tlrcl'ltC tttitilrrritk lirr':s (i, pr1)l)!)sC(l lhrcs. rrr1l;11 hc rrpprvcd rrrrrl vr:rilicrl hy lhC /.ql;1;1y;,j1 trtilirir.rlor tlrr._ lrcqgrlUtilrtying litc plnn. Atrllor'lz.tiJ Si gnrlrtU D-itlcl.)-.!. \Vart (lorlttrun iculions r -ti00-r22- t087 46fi -(rti60 ot 9.ll-1,110 f ulrl ic Scrvicc Cgnrlnny 9.tr- J 7lt I Ciiiry ltlll I loly Clro.rs Dlcctr'ic Assoc. e re-i892 '1,.'tl I lrtshy/J ohu l!trytl 9dr.5.r 10 l:/o1,rl li;rl;rz:u l:rtgl rr l(i vcr' !\'tttcr d $lrritltiorr Di\lrict t 4 76,?4lf (l lf rcrl I lul0g 4ztz i Itlgitsc bring ir sitc plirrt, tloor Dlarr, iurrl !'lcviltiols rvhco obtairrilg Uppur lilglc V;rltcy W;rtqr & !jarritrrlion irgrirlutgs. l:irc llerv nccdli l:rusl bcild{Icsscd, \() r'iltir L ll'thg \(ality vcfilicirtiun fbrnr has sigrraturc$ fi.orrr cirsh of rlc utility corrrpilrtics, eld no carrlr cl s itrc nrrdr; tlirrrlly orr thc lbrnr, thc 'l'orvrr rvill prcsrrrnc tllrt thci c arc uo IroLturt rs :irrd (hc dcvolopnrcnl cn procctd. lf a utility colltpttny hiw ggnccnrs rvith thc proposcrl corxlruction, t)rc utility rcpr.r,,rcnlrrlivc .slrrrll ntr lc rlircct ly 0n t l) e 0 lilily vcri licnliou f'o nrr thlt (hc$ is a problcrn whioh riccds lu trc rr;sslvcd_ Tltc issuc shoultl lhcrr bc dclailc(t in an lttt.rchcd lcttcr lo tlrs'fown of Vait. l.iorvcvcr, lllursckccpitt ttrittd that i( i$ lhc rcsporlliibility of tlrc rrtility compnuy nn<I thc applicort to rc$olvc idcntilicd probicnrs. 'ihqsc vcrltlcatlon.r dci ttot rolicvu thc colfragtor oftho r.crponsibility to obiain a I'ublic WayI'cnlil llom thc Dcpnrtnrcttt of Prrblic Worlis at thc Torvn of Voil, Utility lsce[onrrrrrrst tn z. 3. obralncd bCforc dir'+inr in auy pubiic right-or'.rvay oi crrscrrrcrrl rritliin ttrc TO,rir orv.,il, Al^-.: | -r:.- - 3fa4?838e3 PAG1.EgA fi'* TOTF]L PFGE , EE3 +T.?a 't7 ll:5.1 RKD t{.r. E5.i F. {. .1 I'A(iL HOTYCRI)SS ELEC]RIC ASS'N JUN 2 O EIOEI t9e? \il8 ,t,1is fonn is tu vgili $clvicc avitill\hility lurl loctr(iorr fnr rrcrv cons(rtrctiotr iirrd shotrld [rc ttsc(l ir) colljulrl;tiolr Jii.p,.q'u';u6yo''|.it|i|ilyplnrranr|sc|icr|rr|irrgitslir|iirliurts,'|'|rckrclrtiuuirnr|vnillhi|i|y tircy ilc rtlrrin ii'irrtli lincs (rr nloporsd lhrc't' tltttsl bc ltFprovcrl irrttl str'il'lcrl lry ths lbllrrrvirrg trtililics fitr'lirtr ;rcr:grrilrnrryiu g $ilc pllttr !|:| I ]-fr r' lrp CA'f lON vElt 1 tjf ,CAl'tQN Atr rorit r:rt StBrtrtttrn:llue 1 l,$. We*t (lurrtttritnicltliorrs l-s00-222-l tlr7 46n.0860 or 9'lt)-4510 Puhlic Selaico ()qrnprtnY t,19.57t I Glrry i'lall I lulJ Cros$ Elcclric n!ili0c. I.t9.51r02 'l'cd I lrisky/Joltrr llttyd 'l', (;,1 9.1 , -5510 l'lc; tl .$nllziu llirglc l(ivcr Wniur & S:rniurliotr Di[lIicl t ,l7f',74li0 l:rcrl I llslcr; -{ZK,'4 - 6-z?-?-,: $r{,!,,nrirr.lu:'r.r,u rig.,r.liqr.Ll'rnc,,,:rl u,r ;u(l rdoya,lirrrrs rvltcrr ohlainirrll Uppcr fiitglc Vnllcy Wrrlsr & Sittlit{(ioll N0l'l!sj: , . l f tl.- \, r,lli 'y r..r.: a:.it I't,i f,$.rrr lrr" li|I.r:]l r rt..r li , rr .;t(lr trf lhc rrlililv COntnnrtrgs. itttd ttO corluucntri r\rc nltdc dircctly cn ths tbrnr, lhr'{'orvrr rvill trc.un:c thnl thcru:rrc ng ploblctns :lt!(l lhc tlcvclo;rrtisrrt rrru ptl)cccd. ?-. lf n ulility oorrrprtry hilr conccnrr ,,vith ihc plopo$cd 'jorrlih'trcti6n, thc rrtility rrFr':lcnldlivc .$htll rrctc dircclly ot thc utility vcrilicatioir tbrnl thlr( thcrt is a probl':nr rvhicl nccds lo hc fc-$ulvcd. Thc issuc shouhl thcrr bc dchil.(l irr ur altai:hcd lcltcr lo thc'fow{'! 0f Vhil- l(orvcvcr, plcits'c kccp iu tuind thai at i,r- thc resttorrsitJiialy of thc uliltty courpnrty nrt{ thc appiicartt to rcsolvc idsltilicd problcins. 3. 'lhcsc vcritigoriorrs do Dot rclicvc thc contlactor of thc rcspon$ibility to obtrin r ltrrblic Way Ircrmil fronr tht I)cpattrnct;t of lubl ic Works irt thc Torvn of Vail, Ulility loce(ioninrust bc olttair:od lrctorc digein! in any public righFof-rvly or cr*r;urcni rvithin thc Torvtt of Vttil. A bultrliFg Ernrit jffIol;l Publlc Wanqcrruit-and nttlst bc obttilncd €cnantely. UTlI,ITY I,OCA'rION VEIII FICAl'ION -l'his forrrl is to vcrily scrvicc avnilabilily antl localiorr for ncrv constrrrctiorr arrtl shoultl bc uscl irr corrjurrctiorr rvith prcparirrg yotrr rrtility plan arrd schcrltrlirrg installutions. 'l'lrc locltiorr arrd avaitability ol'utilitics. rvltcthcr tllcy bc trlain lrrrtlk lincs or proposcd lirrcs, rlust bc rrpprovcd anrl vcriflctl lry thc lbllorvipg rrtilitics for. tlc acconrpnrryirrg sit c plan. Atrtlrolizcrl Signlturc Datc t].S. Wcst Clonrrnun icalions | -t100-97-2-t981 4 6ti-(rll(r0 or 9-19-4-530 Pulilic Scrvicc Cgnrpany 919-5781 Grry I'lall I Ioly Ciross Elcctlic Assoc. 9.19--s ii92 T'cd llusky/J olrrr lloyrl 't.(:. t. 94r-5 5 30 Iloyd Srrluzar' I:aglc lli vcl Watcr & Sarr ilittiou District * 4't6-7480 Frcd lllslcc A" A* g*-do.s^"lb.to.ef'.r.nq. R*. b-zo-q+ * Plcasc bring a sitc plitrt, lloor plan, anrl clcvations rvlrcn obtaining Uppcr Eaglc Vallcy Watcr & Salitatiol signaturcs. Iriro tl otv nccd.s t'rrust bc atltlrcsscrl, NOTES: I.lfthc utility vcritication fornr hrs signaturcs lionr cach of thc utility conrpanics, and no collllllcllts arc ttritdc dircctly on thc lbrm, thc'forvrr rvill prcsunrc that thcrc arc no pr.oblcnrs anr.l thc dcvclopnrcnt can plocccd, lf a trtility cortrpany ltas conccnrs with thc proposccl constnrction. thc utility rcprcscntativc slrall notc dircctly on thc utility vcrification fbrnr that thcrc is a problcnr rvhich rrccds to bc rcsolvcd. Thc issuc shortld thcn bc dctailcd irr an attaclrcd lcttcr to thc Town of Vail. Horvcvcr, plcase kccp in nrind that it is thc rcsponsibility ofthc utility conrpany ancl thc applicarit to rcsolvc idcntificd problcnrs. Thesc veriticatiotts do not rclicvc thc contiactor of thc responsibility to obtain a public Way Pcrnrit from thc Dcpartnrcnt of Public Works at thc Torvn of Vail. Utility locations ntrst bc J. obtaincd bcforc digging in any public right-of-lvay or cascnrcnt rvithin thc Torvn of vail. A LION S RIDGE SUBDIVIS ON r | | | l\r r. rr nrrLt.t\\tt\\J \,/ I L,,,, lA_ \.1 !! o!? 4 lft tCO IF. a '/k II. PRE-N PPLIC]ATION CONFERENCE A prc-applicntioq confcrcrrcc,"vith a plannirrg staff ructttbcr is strongly cncotrmgcd. No application can-bc acccptcd r.rnlcss it is contplctc. lt is tirc applicant's rcsponsibiliry to rnakc an appointnlcnt rvith thc staff to dctcrruirrc additiorral strbtttil(al rcquilcllrclrts. .IIME REOUIREMBNTS Thc Dcsign Rcvicrv Board rnccts on thc lst and 3rd Wcdncsdays of cach rllonth. A conrplctc application fornt and-all acco[rpa[ying tnatcrial lllttst bc acccptcd by the Cornrnunity Dcvelopmcrrt Dcpartlncnt a rrrinirrruru of thrcc and a half (3 I /2) rvceks prior to tlrc datc of thc DRB public hcaring' with thc cxccption of conccphtal rcviclvs. REVIEW CRTTERIA yorrr proposal u,ill bc rcviovcd for conrpliancc with thc Design Gu idelincs as sct forth in Scction I 8 54 of thc MLrrriciplrl Codc. NOTE TO AI-L APPLICANTS: A. Ifa propcrly is locatcd in a rilappcd hazard arca (i.e. srrorv avalanchc, rockfall, floodplain, dcbris flow, rvctlalrl, ctc), a haz;rld study mrrst bo subnrittcd and thc owncr ntrst sign an affidavit rccogpiz.ing tlc haz;rrd rcport prior to thc issrlancc ofa building pcrnlit. Applicants arc cncottragcd. to clicck with thc plannirrg stai'f prior to subnrittal of a DRB application to dctcrnrinc thc rclationship ol'thc propcrty t<l all nrappcd hazarcls. B. Ilasic plan Shcct Forn}lrt, For all sLrrvcys, sitc plans, landscapc plans and ofhcr sitc inlprovct]tctlts plans, all ol'thc follorvirrg ttrttst bc shorvtr, l. Plau shcct siz-c nrust bc 24"x3(r". For largc projccts, larger plan sizc truy bc allowcd. 2. Scalc. Thc nrininrutrr scalc is l"=20'. All plans nrustbc at thc sanlc scalc. 3, Graphic bar scalc. 4. Notth a'row. 5. Titlc block, projcct nanrc, projcot addrcss and lcgal dcscription' (r. Indication ofplan plcparcr, addrcss atrd phonc nunlbcr' 7. Datcs of original plan prcparation and all rcvision datcs' tt. Vicinity nrap or location nrap at a scalc of l"=1,000'or largcr' 9. Shcct labcls and numbcrs. l0 . A border with a ndnirrrurrr lcft sidc nrargin of 1.5"' I L Namcs ofalladjaccnt roadways' lZ. Plan lcgctid. C. For new construction and additions, the applicant must stakc and tape the project sitc to indicate propcrty lincs, proposed buildings and buitding comcrs. All trecs to be removed rnust bc taped. The applicant must cnsure that staking clonc during the winter is not buried by snorv' All sitc tapings and staking must bc complcted priol' to the day of thc DRB meeting' D. Applicants rvho fail to appear before the Design Revierv Board on their schcdulcd mccting dato and rvho have not asked in advance that discussion on their itenr be postponcd, will have their itents renroved front the DRB agcnda until such time as thc item has been republished. E. If the DRB approves the application with conditions or modifications, all conditions of approval must be rcsolved pripf to the issuance of a building permit. I ll. IV, atI STAFF NPPROVN L Tlrc Adrninistrator n)ay rcvtcrv and approvc Dcsigrr Rcvicrv applications' approvc with ccrt:rin rnodillcations' dcny thc applicatiorl, or truiy rc{'cr tlrc application to thc Dcsigll Rcvic"v Board for dccision All staff approvals aic subjcct to final approval by thc DRB. 'fhc follorving typcs of Dcsign Rcvicrv irpplicatiotrs tttay trc staff approvcd: A, Any application for an addition to arr cxisting building that is consistcnt with thc architcctural dcsigtr, llatcrials and colors of thc btrilding, an(l apl)roval has bccn le0civcd by an arrthoriz-cd nlcmbcr ofa cotrdonriniutrr association, if applicablc; B. Any application to nrodify an cxisting builtling that docs uot significrrntly changc thc cxisting plancs of thc builcling anrl is gcncrally corrs'r.itcnt rvith thc architcctural dcsign, nratcrials and colors of thc building, including, bit not liriritcd to cxtcrior building linish ntatcrials (e.g. stoncrvork, siding, roof ntaterials, paint or stain,), cxtcrior lighting. canopics or arvnings' fctrccs,.antcnnas' satcllitc dishcs' rvi*<lows, skylights, Sidiug, minor conrmcicial facade irnprovcments, and other similar nrodiltcationS; C. Any application for sitc irnprovcnrcnts or nrodifications including, but not limitcd to, drivervay rurodificatious, sitc grading, sitc rvalls, rcuroval or moclifications to cxisting landscaping, installation of acccssory structttrcs or rcorcational facilitics' ADDIT'IONAL REVTEW AND FEI1S A. ll.this applicatiou rcquircs a scparatc rcvicrv by any local, stafc or Fcdcral agcncy othcr than thc 'l'orvn of Vail, thcapplication icc shall bc incrcirscdby $200.00. Exantplc-s of stroh rcvicw. ntay inclu4c, but lrc uot linitcd to: Coloradg Dcpilrtnlcnt of ttigt]*uy Acocss Pcrnlits, Arnry Corps of Lnginccrs 404, ctc. B. 'I'hc applicant shall bc rcsponsiblc lbr paying any publi.shing fcc's whiclr atc in cxccss of 50% of thc applioation tbc. lf', at thc applicant's rcqucst, ally nrattcr is postponctl for hcaring, cttusing thc urattcr to tc rc-publishcd, thcn thc cntirc fcc for such rc-publication shall bc paid by thc applicant' C. Applications dccnrcd by thc Conrrnunity Dcvclopnrcllt Dcpartnlcnt to havc dcsigr, land trsc or othcr isstrcs wlrich ,.r.,oy ir*"'o ,igr',ificant inrpact oh thc cotlnrunity rniry rcquirc rcvicrv by consultlnts in addition to Town staff, Shoulrt a dctcnnination bc nradc by thc Torvn staff thatan otrtsidc consultant is nccdcd, thc Cornrnunity Devclopnrcnt Dcpartnlcnt nray hirc thc consultant' Thc Dcpartrncnt shall cstinutc thc anlount of nroncy llcccssary to pay thc consultant and this arnourt shalI bc forwardcd to thc Town by tlrc applioant at ihc timc ointing un application. Expcnscs incrrncd by thc Town in, . cxccss of thc anloiurt fo*ardcd by the application shall bc paid to the Town by the applicant within 30 days of notification by thc Town. Any cxccss fimds will bc rch-rmed to the applicant upon rcvrow conlplction. VI. RICH AND KRUSEN DESIGN, TNC. ARCHITECTURE AND DEVEI,OPMENT 1oo<, Lionsridge Loop #id, Vail, Colorado, 81657 phone(97o) 4?cezx fax lvpi +rt-p13 email rkd@vail.net )D )E]f l\lt lL uslU lP lPlLlE N4t lENlf F\)l U F $1 t[ IUL (|) iltr)rLr ^q: \J||) {ir F7l_ []\ 'r-,NZ Ir Zil< 6[d d-u = !l ^/o !_r => E-2- . 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Max. itvti - Hgt. 17", width 8', Extension 8y4' 3%' K-g47A Polished SOLID BRASS Seedy 1-1OO-W Max. (M) Hgt' 14", Width 6%", Exlension 6%' 3%" ii-etia Vedigris seeay t-roo-w. Max. (wti tlgl ta', wiatn o%', Extension 614" 370" x-b+ze potished sOLtD BRASS Seedy 1-1oo-W. Max. (M) HSt !Z::,Width 8', Extension 8y." 3/q" K-9979 Polished SOLID BRASS Seedy 1-100-W. Max. (M) 8" Square, Hgl' 19" K-9979 Verdigris Seedt l-100-W Max. (M) S" Square' Hgl. 19" KICHLERLIGHNNG 161 o t+'lt1 Tbni Martincz ftr>, do no+ n.rciF the- .'la)' c,<jl hL{-L^ ne 6u<}ju.5 from t\, (\rl rc.-r.3r 1 'r\\() t \\L eY\YTJalC - s"i&r'\ tt\e, <:( tie S 4l 11rr4 leer t-o in€ --r-1, F ; . q.i' r.1^ ().\ €t k\'\er .,ic\c of -- .1c'" Lrlr \t4( 'rs@ iz-rc r;J V. ?r. tl<. rc^! .1c,v( r'Jc.r dd I r-!:-L( a]! i:t N'] li]-j \-,aLr.('u tt-e| trr,-,v!>L . (12. l'* ':2 lrr*'r-r\\' \t- n r:^3 \i +o 'F-.-*\ ('\i\ \r;ix- Z' . pv\!tr'1r . io-r . f/-r.t l,'\3\ -<),2' l o f rs- 'lc- (o \l rt-tli ii(\\\ \l'jL{ ir . gietx,c 5h/J\J'J tn l3 cc\\gm'3r1\ 1' <\-( rrr €rJ \C' "( rlsdu\ c' ti- '3' \licrYiS 14 otd $ a{ 9<-l(. ti rl|., r €4xf tr' A- 5ho-"' Ytla tl-c: la'C*r'r'\ 6f 4 Jr- r'-i ir'''a ra'l'J'(e^4 1>al V-ltta ,oq-c 'ffikr:1,y {L *>,-,'-^. ^. . ;aft-' 1 ltr <(Ie <- Kyte L{\ur e n A5[xn/.^r,-\e t{ln€ fp RECTCLED PAPER "ff Lt),:.[}Tix3:i)fil""*'; *,""iffi i#;lf "*::fJ,'ffi;;"*:1t?-:3"."". July 14,1997 Lauren Waterton Town of VailPlanning Department Vail, Colorado 81657 Dear Lauren: This letter is in reference to the comments sent on July 11 regarding the proposed Kyle 224 Residence. We believe all the public works comments that you have listed have been resolved except for the easements defined in Schedule B-2 in item 14 and 15 of the title report. We are still waiting further information and as soon as we receive the information we will be forwarding it to you. lf you have any questions, please do not hesitate to call. Jack Snow RKD,lnc. Kyle224 Public Works Comments -' The 20, centerline radius from the driveway to the garage still does. not work' The driveway needs ro be shifted 4' it th;;;;iin order [o acnieie th6 proper 20' centerline (see plan)' I The layback for the rock retaining wall needs to be 1:1 ' show the easemenrs defined in schedule B-2 in items 14 and 15 of the title report' -* Show the location of the third required parking space' Frr[ coPY 75 South Frontage Road Vail, Colorado 81657 970-479-2 I 3 8/479-2 I 3 9 FAX 970-479-2452 Departne ,t of Conntunity Development July 2, 1997 Jacl< Snow Rich and Krusen Design 1000 Lionsridge LooP, Suite 3D Vail, CO 81657 FE: Kyle residencetLol2, Block 2, Lions Fidge 4th filing Dear Jack: Town of Vail slaff has reviewed your application for Design Review Board approval and has the following comments. In order to'stay ori the agenda lor final DRB approval on July 16' 1997' please Jubmil revisions lo address the following issues by 12:00pm, Monday, July 7' 1997. Planni ng/zoning issues 1. Four of the proposed ridges are over the maximum allowable building height' by as much as'3 f'eet. Pleaie revise the ridge heights to ensure that no ridge exceeds the maximum height of 33 feet, from existing or finished grade. Public Works issues 1. The curb cut for the driveway cannot exceed the maximum of 24 feet. 2. Please show top and bottom elevations of wall behind the house' 3. Grading exceeds 2:1 at the back of the house. 4. You do not meet the 20' centerline radius for access into the garage. The clriveway needs lo be shifted 3'to the west to provide a minimltm of 6'of asphalt on either side of the centerline. 5. Please update the topographic survey to show spot elevations along the existing edge of asphalt. 6. Please call the Fire Department regarding fire access to this site. They need to .. make the final decision il this projeit meets the fire access standards. Please call {P *""'"""o '*u* Jeff Atencio al 4790-2462 or Mike McGee al 479-2135 to set up an appointmenl. Prior to the DRB meeting on July 16th, the site should be staked to indicate the building area. Please bring sample colors and materials lo the DRB meeting. Should you have any questions regarding lhese comments, please call me at479-2454. Sincerely, tauren Waterton Town Planner AB '97 1E:AA SSF/VARE P.?.3 BruceKing 11E1 AepenGrovelane VeiL Colorado 8t6SE MEM ORAND UM TO: Laurqr Waterton Towuof Vail Deparhont of Conmuniry ne\relopmeot FROM: BnrceKing DATE: July I, 199? RE: Desigg subsftt€d for Int 2, Lionsridge Filing No. 4, 1429 Aspen Gtove Lane, PetcrF. Kyle As the regidmce owrer of thchome at l48l Aspen Cnove Lanc (wcst of the subject property) I have objections to ths ploposed plans on a nuurber of dcsign itenrs, FfusL I find tll8t tbc dcveloper rchitect has positioned the home (213 otfte building) forward of the sitc linc between my resideoce and the hornc of Will Miller residen€€ on fot S, i+ZZ ASpsn Grove Laus. It is obvious tbat treiry a speculative homc, ths devcloper is tying to uraxirnizshis vicurs, at the cJ{Pcrse ofthe neigbbors, so as to ma:<imire profits. tvly zuggostiou is tbat fte front of the house bc movcd back to thal site linc. The pmposcd set back of eO fect from the mad should become 85 foct from the road. I bclieve, having beeu B surveyor in the Vail Valley for fivc yers, that thc topo lincs to ftc back of the planned homc arc incorrcct in reprcsenanion at the sitr. Thc tnre liaes would easity allow a homC to be placed firthcr back on the lor Secondly, thc lot has insufficie$ width for a side loading garqg€. Tbe forced angles of parking garage enties and ensoachmcnts ioto s€t back for asphalt shorvs this to be the cssc. Thirdly, the lowest lwel of the home, as shown on the drawing, has a platform gac look to itgrvhg tlrc home a downloading look urbecoming to an uphill touarng propcrty. This plaform tocbnique is typioally us€d to gain elwalion and mass ln this case it-sacri-fices thc blending of structurc into thc natural surroundings. IoYf in projccting tb livitrg area toward 6e fiont of the lot, the dweloper will nanow thefeeling on tlre eutire street. This projection will bralce aud intude into til comfortable, open setting that bas crrolved. Fiftlt' the width of ths bome forccs thc site and altows ro mainrenence acc€ss to the back as well 8s snow reriowl to thc dccks above thc garage spaces (a guarautee wet drywell lealcing garagc ceiling for &e or[. of town ownc.rs. .. !' JtL W'97 LAl@ SSF/VAREo P.e.3 Sixtlu the pocketed U shape dcsign of the home in back aDd roof lines will provide malcimrrm watcr problerns relating to drip and moisttte pmblems. This is a battle that most ovners in thcneiglbmhood deal with due to exposrrrc and snow fall. Seventb,te Lardscaping is mar€M in sizc of plmting materials, It is litely 9 of thc I I aspen trrecs will dic frorn tbc same-tlight that plagues tbst area of Aspeo Grove tanc. a sprfuklcr system aad drip eystm for all toes and shrubs is an absotute must for this area due b the ldgh evaporation snd sun €D(posue. In closing, I fesl tbc eite dcssves a s!ilchrc th* blends with the smounding topography rathec.+*t boing a dominating featurc of tbe ncighborhood community. I wottld also like to revierv thc following ar tbey rslate to crdstiug ncighborbood andcomp*ibility betrveen building. . The color palette for rock and mncrial selcction. Railirydstsilo Liehtiugr Urility rs€tsdngr BlDhcightr Square fooage calculation. Sirc Coastruction aud laydoum areas More specific landscape plms relating to sod, chips, nauual sheet vegetdion lf1-oulnvc_ auy qucstions with rcgarrds to this objection, I cao be rpached at S45-58f 9 (officc) or4764630 (hone). 43*-*-41 co: The Lionsridge Fiting No. 4 Homeowners Association Peter F. Kyle Kyle Companies 1000 Lionsrilge Loop - Suile# 3D Vail CO, 81657 479-0eb Fex€70)47S9023 July 2, 1997 Lauren Waterton Town of Vail Planning Department Frontage Rd. South Vail, CO 81657 Dear Ms. Waterton: lt has come to my attention that my projecl, Kyle 224, was not reviewed by the Design and Review Board today. My Architect, RKD, informed me that the project was not on the agenda due to lhe'final" application not being submitted at the'propef time, i.e. along with the conceptual application at the beginning of the 'flow chart'. I am writing this letter to you because I sincerely believe RKD was following the process lhat was explained to them and to myself at lhe Mandatory Pre-Application/Submittal Meeting Thursday, June sth. Time is of the essence for this projest, as we are staning at the end of the summer when contrac'tors are very busy, and winter is right around the comer. As you recall, I was presenl at the meeting wilh Renalo Jose of RKD. You took some time lo explain the flow chart to us, and we asked specific questions about it. I thought I had expleined to you that I was the owner and builder, and that we were planning on beginning the project as quickly as we could, after completing the development review process and obtaining permits. lt was both my and Mr. Jose's understanding that we would submit a conceptual application on dey 1 (Monday, June gth), and submit the final application on day 15 (Monday, June 23rd), in order to be on the agenda for the Design Review Board's final review on day 24 (Wednesday, July 2nd). Our understanding was based on both your explanation, as well as what we read on the flow chart. We followed this process, and I was very surprised and ups€t to find out that yesterday we were not on the agenda, and that this would delay the beginning of the project at least two weeks. You explained to us at the meeting that you had just begun this new process, with lhe goal being that it would be a better, clearer, and potentially faster process for applicants. In reality, by following what you told us and what is stated on the flow chan, this has caused us frustration and delay. Certainly, if we had known we had to submit a final application at the same time as the conceptual application, we would have done so at that time (Day 1-Monday June 9th). At this point what's happened is unfortunate but I feel that worldng together we can resolve this situation to both our satisfaction. lt's not your fault, as you are working with a new process, but I feel we are not at fault as we honestly have attempted to follow the new process. I would hope that your oftic€ will work with us now to allow this projed to begin construction as we had originally intended, without the two week delay that we are facing. This could possibly be achieved by "fast-tracking' us through lhe Building Permit process. I would appreciate the opporlunity to discuss this further with you; both to expedite my project through the DRB and permitting process, as well as to clarify your flow chart so that this situation does not happen to other applicants in the fulure. Thank you. Sintfrely, . /4rV-fu-_----u-/- / P'eter Kyle )RICHI AND KRUSEN DESI6'N, IINC. ARCHITECTUR"E AND DEVELOPIVIIENlF rooo Lionsridg'e Loop #3d, Vdil, Colorddo, Er6S7 phone:(g7o) 4t6922E Iax: (9Trl at'>9<t4 ernait: rkd@v.rit.nct July 3, 1997 Lauren Waterton Town of Vail Planning Department Vail, Colorado 81657 Dear Lauren: This letter is in reference to the proposed Kyle224 residence on Alpine Drive. On Thursday, June 5'n, Peter Kyle, the developer, and I attended the mandatory Pre- Application/Submittal Meeting with you and other Town of Vail Staff. Discussed in that meeting were site and architectural issues as well as the Development Review Process. Since the Town of Vail review pro@ss has changed, we went over the Development Review Process as shown in the Flow Chart. lt was discussed that the final approval process is mandatory and the conceptual review, while it is not required, is highly suggested. We also discussed the items listed on Day 22 of lhe flow chart. I had a question regarding whether we would be able to submit drawings for the Final DRB Hearing on Day 22 if we did not submit the necessary requirements earlier. To my recollection, this is all that was discussed in reference to the Development Review Process Flow Chart. The Flow Chart seemed self- explanatory and I left under the assumption that we would submit for Conceptual Review on Day 1, to be placed on the agenda for the DRB Conceptual Hearing on Day 10, and immediateiy after ihat resubmit ior Finai Review the foliowing Monday of Day 15, to be placed on the agenda for Final DRB Review on Day 24. The reasons I made this assumption are many. First, on Day 1 of the Flow Chart, nowhere does it say that the Application Submittal is for Final Review on Day 24. It is easy for one to assume that this application is for the Conceptual Review on Day 1 0. Second, on Day 1 5, it specifically says that the applicant is to revise plans and resubmit by noon which would lead one to believe that this is a two step process, and in every other DRB process, one cannot apply for final review until the conceptual review is passed. Lastly, it had been widely advertised that the Town of Vail had a new, improved review process, (which to an Architect means a "faster" review process) but it seems that the current Development Review Process is the same as in the past, except for the addition of the Pre-Application Meetino. The point trat t woultike to convey in this letter is that t ,,o* Chart that an applicant needs to follow does not say what you want it to say. In no way am I trying to point any fingers or blame anyone for our project not being allowed to be on the agenda for Final Review on July 2nd. lt is just unfortunate for us since during this time of the year, construction schedules are tight, and this sets us back two weeks in the building permit process, when we need to start construction as early as possible. I hope that other architects and applicants have not made the same incorrect assumptions we have made, and I think it would be wise to revise the Flow Chart to remove what I believe to be contradictions to your intent. lf you have any questions, please do not hesitate to call. Renato Jose RKD, Inc. Printed by Lauren waterton 't /.L1 /97 From: Jeff Atencio To: Lauren Waterton subj ect: KyIe 224 ===NoTE===============7 / 01 /9 7=11 : 21an== Lauren, Dick Duran and mYself neL wiLh ,tack snow and Debra Lujan' abouL access Lo this praperty on Aapen Grove. The fire department does IIoL have an issue wiLh Lhis property that would prevenL a bui:ldinq permit from being iseued. Thanks, and if you hav€ any queseiohs regarding this matcer please feel free Lo contacl chief Duran or mysolf- Jef f 5 8am 75 South Frontage Road Departnrent of Conwrunity Development Vail, Colorado 81657 970-479-2 r 3 8/479-2 I 39 FAX 970-479-2452 June 18, 1997 Jack Snow Rich and Krusen Design 1000 Lionsridge LooP, Suite 3D Vail, CO 81657 RE: Kyle residencelLot2, Block 2, Lions Flidge 4th filing Dear Jack: Town of Vail staff has reviewed your application lor Design Review Board approval and has the following comments. Please address these issues prior to final submittal for DRB. Planning/zoning issues 1. I have calculated the proposed Gross Residential Floor Area and found the proiecl lo be over the allowable by 45 square feet. Please reduce the GRFA to conlorm to the maximum 4.365 square teet. Z. Several of the proposed ridges appear lo be over the maximum allowable building height, by as much as 3.5 feet. Please revise the ridge heights to ensure that no ridge exceeds the maximum height of 33 feet. 3. This property is located within a medium severity rockfall hazard. Please provide a letter fiom'a registered geologist or engineer specifying the severity of the rockfall and any required mitigation. The report must also specify that this development witt ndt increase the hazard on any other private property or public right-of-waY. Public Works issues The driveway needs to be a minimum of 12 feet in width. The curb cut for the driveway cannol exceed the maximum of 24 teel' Please show top and bottom elevations of boulder walls. Please indicate distance between exisling fire hydrants and property lines. Grading along driveway exceeds 2:1. Please provide a title report with schedules A and B. I 2. 3. 6 o. 4. {P ^'"'""""*" 7.P|easeupdatethetopographicsurveytoshowspote|evationsa|onglheexisting edge of asphalt' 8. Please be consistent with the proposed and existing contours. show all existing contoursasdashed|inesandproposedcontoLlrsasso|idIines. 9" Please designate snow storage areas' Please revise your plans to address lhese comments prior to submitting for linal review by the OeSgn C"ui"* Board. Should you have any questions, please call me al 479-2454' Sincerely, ,r ULt4(t^-l/\hfy/fuu_ Lauren Waterton Town Planner Community Development Plan Routi o ng Form Approved .X Denied (cite detailed reasons)Approved with conditions Routcd To:Greg Hall, Public Works Terri Partch. Public Works Todd Oppenheimer, Public Mike McGee. Fire Works Rcturn To:Community Dcvclopmcnt Datc Routcd:Junc 9, 1997 Rctum By:Junc 18, 1997 Projcct Namc:Kylc Proicct Addrcss:1479 Aspcn C€u*-- r-',t,, Pro.icct Lcgal;Lot 2, Block 2, Lionsridge 4th Filing Proicct Description:Ncw singlc family I I Pcr,h c c-rcvakrcn ? l(, - 3ee 6,r d r,tritlta ll-r- tpci''!rc, &\t:'r\S c- li L1\/... \< 4, \'1,..,,';, r,,,-;1. ti1.:- _rj',.,a'-i ,-,i-,Ji';<,. r ,. j,-. .tt -,,, \li . ./ i.,,,r, \ li.,_i :_ ,, i - ' ! \" i , , \.' f .- .1\,. , -,' ,--' .' -i i ,, )l -,/ . ;tr i'.I .-i\1,\ "L\ r' ,is, _ .rJfh l $. a,-la,'reu'fL. ( lC-r ftt Ztt CrllL.Ulvi lzrclrr-'> rrlfir, tho t.\(lrdie , agp\\C\t ncd\i \cr 'rg (.L\&.r\ rrt ft rrtcz-l kr,tLkrecl r-*r fk< p\cin qe trtqh (oqdl to t,c r..,:rancr llg>rc)crf li-r:,cujrc;\ rl A1r4., .p-- ,Jsr-d.-c"-\ ,.,- '\\ r'r,rt-d [ ',x- *.'cViW:.\ tc 2Dr i-d ri,dnr i ,r ,-^\\1L,' (r-,-ae;-. !.r tr,3 c\eg-.rrrr<e o.(!e t> - ,t& "J^&\a(I cir(?r .-{-\ P\CM\. L)r1'rl ajtY.t<'rflC.V':.rrc(ax-{t?- { fn P,:r 't.r,- L{\! \l Plrrclrc fev\ f\-( Ll r i i-.rd '-c nri-n4d 11 J'{at-Datc reccivcd: Rcvicwcd by:Date revicwcd: f:,everyonc\laurcn\routform PRJI?-e% Qr:cslior: I C:,O. ll:,r ...i,rr.Sr...; .,. ,., ,,- " APPLICATION IIOR DIiSIGN IIEVIDW APPROVAL GENEII.AI- INI;ORMATION ' Envirotttrtcttta I Conttlrission. Dcsign Reviov llorrtl npllrovalexpircs 0nc year aftcr final approval unlcis a'' building pcrmit is issucd and constr.uction is started. This application is for any projcct rcquiring Disign Rcvierv approval. Aly projcct rccluiring rJcsigrr r.cvig\v rrurst rcccivc Dcsign Rcvicw approval prior to subnritting for a buiiding p.n, rit. tor.tp.cificinforlration,sccthcsubnrilal 'rcqu irctrtctt ts tbr thc particular approval that i.s rcqtrcstcd. Thc appiication .nnnot hc acccptcd until all thc rcquircd-' inlbrrrrlttion is,srrbnrittcd'. Thc projcct tuay also nccd to bc rcvicwtd by thc Torvn Council and,/or thc pl6ling and TOI#N OFVAIL : LOCATION OI.- PROPOSAL: LOT: Z BLOCK: 2 FILINC. jt PFIYSICALADDRESS: /17q l-<goe.r /^>;n,Te PARCEL iI: ZONING: NAN,{E OF OWNEr{(S): MAILINC ADDRESS: owNDtr(s) srcNi\TUrrD(S): PrroNE: +76 ; aa tc_ NAMI] OF APPLICANT: MAILINC r\DDl c. . Ty-PE OF REVTEW AND FEE: ,, .ft"r, Construction - $200 Constrrrction of a nov buiftlinc. ' '. i ,' ion rvhcrc s[uarc footagc is addcti to any residc. ')Ju . rrrurtrucs iury aooltloll wllcrc squarc lootagc is addcti to any residcntial or.. conuncrcial buildins.vvrrr.rrwrvr(rr rJtttr\ tr lllinor Altcrntion - $20 Includcs nrinor charigcs to buiklings and sitc iurprovcqrcnts, such as.. ' 1.3^-^c--.- - --: ... i.' ' rci;obfing, painting, rvindorv additions, landscaping. fcuccs an4 rctaining 5f_ wallsl ctc. . ! 6'Colccptual Rcyicw - $0 . foq any application whcrc thc applicant *isl,cs to u,c.t rvittr o..ign Rcvicw lRoarr|fnrlnfr-nrrir,rnrtlhnrhnrn.^^r.|'^--^:^^l: l. ' Board to dctcnttinc lvhcthcr or not thc projcct gcncrally conrplics ivit6 thc' ,' ,'. dcsign g'i<Icrincs. Thc DRB docs not votc on conccphral rcvicrvs. 1.,.,,,), ,,'...,, , ..,.,. uuJr6rt tr'rrsullncs. rllc ul(lJ oocs notvotc on conccptr.tal rwicrvs. I. , '; : . ---- -. ,:'. ,. ,: -i . .,,: ' .:' '. . .DRB fccs arc to bc paid at thc tintc of submittol. l1l.:: when applying for a building pcnnit, plcasc idcntity';-i.'"' :.::: thcaccuratcvaluationof thcprojcct. ThcTownofVaii rvill noj,oitnJr..accordingtothcprojcctvaluation. : ::_il!:AsE:Y:H:3:S_{Illc_1lJ9_ryr1!L suBrvrrrrAl REeurREMENrs AND rHE FEE ro rHE . ,. 1, , . DRB fccs arc to bc naid at th - :---- r!'.'.rJrJ o(Jnrvrrr rAL Kr-V U lt(lrM.tjN lS AND'I'HE FEE TO THE...;.']-.].DBPARTMENToFcoI!IMUNITYDEVIrLoPMENT,7jsoUTHrRoNTAGERoAD... . ;t i. r, . vArr.- col ctnlnn pt<.', :.-,-'' . . : , ..... ...,. .' MAILINC r\DDIIESS:oeo PHOn\E: 3r?e - 7 ?2 E BUILDINC MATERIALS: o LIST OF PROPOSED MATERIALS TYPE OF MATERIAL: rFD\t2- g4-hik-e- Roof Siding Othcr Wall Materials Fascia Soffits Windows Window Trim Doors Door Trirn Hand or Dcck Rails FIucs Flashings Chirrrncys Trash Enclosurcs Crecnhouses Retaining Walls Extcrior Lighting** Other FA\I-\T. \PV COLOR:* t{ATLIFAt-- fr4F#fD 4 AnTT€sJ DP*fFTr^lreD S|r N iSfal{€- As+{tFFr h"!nrrcl+r,,u ?O caDN*trFrlt{ ' l{)q'IiJRFlL R5 eW *FtN tl.,vfct+AL ['4€TAL c.t-nDr R5 cgbrArf< tdadD +c81- lrPrqq ?ra rpl gTAITJ .FIA-ILI**L gT4Js €+rhtT 1o P\pyfcfi tJrgctpsl * Please specify the manufacturer's color, number and attach a small color chip *+ All exterior lighting must meet the Town's Lighting Ordinance 18.54.050(J). If cxterior lighting is proposed, please indicate the number of fixturcs and locations on a separate lighting plan. Identiff each fixture type and provide ih. tr.ight above gtade, lumens output, luminous arca, and attach a cut sheet ofthe lighting fixtures. PROPOSED LANDSCAIING Botanical Nanrc Courrlon Nantc ?tcs* PrJNqgJg 9fr?t-w€ @?$45'TFEt4rjlptpet V\*lP't D*l-e^e +r+F.IlB9 ] a)Jd$rp+- P,t? tNe CrlFtfd..Il Qtrantity 1 Sizc* 6'v PROPOSED TREES AND SI-IRUBS: F+re+t Del'+Iao#b \e 2ttqv I 2\ *v,r 1,2 IQAudJ f- 'q€fStr\EXISTING TREES TO BE REMOVED: *M ininrunr rcquircurcuts for landscaping:dcciduous trccs - 2 inch caliPcr conifcrous trccs - 6 fcct in hcight shrubs - 5 gallorts Squtuc FootagcTypc CROUND COVER SOD SEED IRRIGAT]ON TYPE ORMETHOD OF EROSION CONTROL OTHER LANDSCAPE FEATURES (rctaining rvalls, fences, swimming pools, etc.) Please specify' Inalcate top and bottonr clevations of rctaining walls. Maximum height of walls rvithin the front sctback is 3 feet. Maximurn height of walls elsewherc on thc propcrty is 6 fcet. lt'rr r,t't'\' t.ocA'troN vEtrr Frc^.l'roN 'l'his forrlr i.s to vcrity scrvicc availability nrrd locntion for nov corrstnrcriorr arrrl slroukl bc usc<l irr corrjulctiorr rvith prcparing yorrr rrtility plarr artd schcdrrlirrg irrstallltiorrs. 'l'itc location rrrrrl availability ol'ulililics, rvhcthcr llrcy bc ttrairr trrrtrk lirtcs or proposcd lirrcs, rrrust bc applovctl antl vclificrl try tlrc lbllorvirrg rrtilitics for tlc lcco rrrparryirrg sit c plfln. Authorizcd SiqrultLrro Datc LJ.S. Wcst Conr rnun ical iotrs l-800-922-r9tr7 46ti-(rti60 or 949-4-530 Public Scrvicc Cgnrparry 949-s781 Gary Ilall I luly Clross Elcctric Assoc. 949-5ii92 'l'cd I'lusky/Johu Boyd 'f.cl.l. 949-5 510 l;loyd Sirlrtz.itr llaglc l{ivcr Watcr & Sarritut iorr Dislrict * 47 6-7 480 I;rcd I{aslcc + Plcasc blirrg a sitc pllrrr, lloor plun, antl clcvatiorrs rvhcn obtaining Uppcr Eaglc Vallcy Wltcr & Sanitation :''^igrralulcs. l?irc florv nccds nrust bc arltlrcssctl. NO'I'ES: lltltc trtility vcritlcatiort fornr hls signaturcs lionr cnch of tlrc utility cornpanics. a1d no conllllcllts arc tltltdc dircctly on thc fornr, thc'forvn rvill prcsunrc tlrat thcrc arc no nroblcrls alcl thc dcvcloprtrcnt can pl'occcd. If a utility conlpany hlts conccms rvith thc proposcd ccrnshrrction. thc utility rcprcscntativc shall notc dircctly on thc trtility vcritication fbrnr that thcrc is a problcnr tvhich iccds to bc rcsolvcd. Thc issuc shorrld thcn bc dctailcd in arr attachcd lcttcr to thc Town of Vail. Horvcvcr, plcasc kccp in nrind that it is thc rcsponsibility ofthc utility contpany and thc applicant to rcsolvc idcntitlcd problcnrs. Thc.sc verif'ications do not relicvc thc contiactor of thc responsibility to obtain a public WayItrnrit from thc Dcpartntcnt of Public Works at thc Torvn of Vail. ijtility locations must bc t. J. obtaincd bcfore digging in any public right-of-rvay or cascmcnt rvithin thc Torvn of vail. A I I. PRE-NPPLICATION CONFERENCE A prc-application corrfcrcncc rvith a planning stafflllcnlbcr is strongly cncotrragcd. No applicatiorr can bc acccptcd'urr lcss it is conrplctc. It is ihc applicant's rcsponsibility to nrakc att appointtttcnt rvith thc staff to dctcltui nc adrlitional strbnrittal rcqttirctttcnts. TIME RI]OUIREMENTS Thc Dcsign Rcvierv Board mccts on thc lst and 3rd Wc{ncsdlys of cach month A contplctc application fornr i|nd all acconrpanying nratcrial rttust bc acccptcrl by thc Comrnrrnity Dcvelopment Dcpartlncnt a rurinintuur of thrcc and a half(3 l/2) rvceks prior to thc datc of thc DRB public hcaring' with thc cxccption of conccptual revictvs. REVIEW CRITE,RIA your proposal rvill bc rcvicrvcd for compliance rvith the Dcsigi Guidclincs as sct forth in Section I t]'54 of thc Municipal Codc. NOTE TO ALL APPLICANTS: A. lfa propcrty is locatcd in a rirappccl hazard arca (i.c. snorv avalanchc, rockfall, floodplain, dcbris florv. rvctland. ctc), a haz.rr'd study must bc submittcd anel thc owncr llust sign an affidavit rccoguizing thc haz.lrd rcport prior to thc issuancc ofa building pcrnrit. Applicants arc cncotragcd. to c6cck rvith thc planning staif prior to subrnittal of a DRB applioation to dctcrrninc thc rclationship of thc propcrty to all nrappcd hazards. B. Ilasic l,lan Shcct Forniat. For all srrrvcys, sitc plarrs, lrutdscapc plans and othcr sitc intprovcntcuts plans, all of thc following trlust bc shorvtr' L I'lan shcct sizc ntust bc 24"x3(t", Iror largc projccts, Iargcr plan sizc rnay bc allorvcd. 2. Scalc. Thc nrinintrnr scalc is l"=20', All plans ntust bc at thc sarllc scalc. 3. Craphic bar scal0. 4. North arrow. 5. Titlc block, projcct nanrc, projcct addrcss and lcgal dcscription' (t. Indication ofplan prcparcr, addrcss and phonc nrttrlbcr, 7. Datcs oforiginal plan prcparation and all rcvision datcs' 8. Vicinity nrap or location map at a scalc of I "= I ,000' or largcr' 9. Shcct labcls and nutnbcrs. l0 . A bordcr with a minintum lcft sidc margin of 1.5"' I l, Nanres ofall adiacent roadways. 12. Plan lcgcnd. C. For ncw corlstmction und additions, thc applicant must siake and tapc the projcct sitc to indicatc _. propcrty lincs, proposcd buildings and bultding comcrs. All trees to be removed lnust be tapcd' The applicant must cnsure that staking donc during the rvintcr is not buried by snow. All sitc tapings and staking must be complctcd prior to thc day of thc DRB mecting' D. Applicants who fail to appcar before the'Dcsign Revierv Board on thcir scheduled ntecting date and who have not asked in advancc that discussion on their item be postponcd will have their items removed from the DRB agenda until such time as thc itenr ha.s bcen rcpublished. E. If the DRB approves the application with conditions or modifications, all conditions of approval must be rcsolved pu-or to the issuancc ofa building pernit' |il. tv. STAFF NPPROVAt, Thc Adnrinistrittor ntay rcviqv attd approvc Dcsign Rcvicrv applications' approvc rvith ccrtain nroditlcations' dcny thc application. or nlay rct-cr thc application to thc Dcsign Rcvic\v Board for dccisiorr' All staff approvals arc srrbjcct to final approval bythcDRB.'flrcfollorvingtypcsofDcsignRcvicrvapplicatiorrsnray bc staff approvcd: A. Any application for an addition to an cxisting buitding ttiat is consistcnt rvittr thc architcchrral desigt, nratcrials and colors of thc btrilding, atrrl apllroval has bccrt rcccivcd by an authorizcd ntcnrhcr ofa condonritriuur association, if applicablc; ll. Any application to rnodify an cxisting building tlrat docs not significiuitly charrgc thc cxisting plancs of thc building and is gcricrally cons;tcr1t rvith thc architcctural dcsi5'n, nraterials and colors ofthc building. inclutling, ULrt not liruitcA to cxtcrior builcling finish lnatcrials (c,g. stoncwork, siding' roof ntaterials, paint or stain,), cxtcrior lighting, canopics or a$'rrings, fctrccs'.atltcnnas, satcllitc dishcs' rvindows, skylights, siding, nrinor conrnicrcial facade improvctlcnts, atttl othcr sinrilar nrodihcations; C. Any application for sitc inrprovcttrcnts or nlodifications incltrding, but not linritcd to, drivervay nrotiifications, sit" gracting, sitc rvalls, rcnrovirl or nrodifications to cxisting landscaping' installation of acccssory structurcs or rccrcational facilitics ADDITIONAI- REVIIIW AND FEES A II'this application lcquircs a scpamtc rcvicrv by arry local, statc or Fcdcnrl agcncy othcr than lhc 'l'orv' of Viril, thc application firc shall bc incrcascd by $200.t)0. Exanlplcs ofsuch rcvicw, tnay irrclLrdc, but arc not linritcd to: Coloratlo Dcpartnicnt of ttigt]*ny Acccss Pcrmits, Arnry Corps of Etrgirtccrs 404. clc. ll. Thc appticant shirllbc rcsponsitrlc {br paying any publishing fccs rvhicl arc in cxccss of50%' ofthc appliorition fbc. ll, at thc applicant's rcqtrcst, any nrattcr is postponcd for hcaring, caLrsing thc nrattcr to ic rc-publishcd, thcn thc cntirc fcc for such rc-publication shall bc paid by thc applicant' C. Applications dccntcd by thc Contrnunity Dcvclopnrcnt Dcpartnrcnt to havc dcsign' land usc or othcr issucs which rnay havc a sigrilicant irnpact oh tlic conrrnunity may rcqrrirc rcvicrv by constrltants in addition to'l'orvn staitl Shoulrl a dctcnnination bc nladc by thcTorvn staff thatarr otrtsidc consultant is nccdc4, thc Conrnunity Devclopnrcnt Dcpartnrcnt nray hirc thc constrllant Thc Dcpartrncnt shall cstimatc thc anrount of nroncy ncccssary to pay thc cot'rsultant and this amount shall bc forwardcd to thc Torvn by thc applicant at ihc timc oinling on application' Expcnscs incurred by thc Town in- . cxccss of thc arnount forwardcd by the application shall be paid to thc Torvn by thc applicant within 30 days of notification by thc Town. Any cxccss frurds will bc returned to thc applicant upon rcview conrPlction. VI. TOWN OF VAIL NEW CONSTRUCTION DESIGN REVIEW GENERAL INFORMATION Thc revicw proccss for new construction normally rcquircs two scparate meetings of the Design Rcview Board; a conccptual approval and a final approval. Applicants should plan on prcscnting their devclopntcnt proposal at a minimum of two mcetings beforc obtaining final approval' I. SUBMITTAL REOUIREMENTS A prclinrinary title rcport, including Schedules A and B, to veriff ownerships and eascments. Photos ofthe cxisting site and adjacent sfuchrres, whcre applicable' Condominium Association approval, if applicable. Thrcc (3) copics of thc following: D Topograohic survey, stampcd by a licensed surveyor. at a scale of l" = 20'or larger, on which thc following infonnation is providcd: o u a tr Tics t9 cxisting bcnchmark, cithcr USCS landmark or scwcr invert. This information nrust bc clcarly statcd on thc survcy so that all mcasurcncnts arc based on thc sanrc conrrncnccnrcnt point. Lot arca and ifapplicable, buildablc arca. Lcgal dcscription and physical addrcss. Scale with a graphic bar scals and north anow. Propcrfy boundarics to the nearcst hurdredth (.01) ofa foot accuracy. Distances and bcarings and a basis of bcaring must bc shown. Show existing pins or monuments found and thcir rclationship to thc established comcr. Topographic condrtions at two foot contour intervals unless the parcel consists of 6 acres or more, in which case, 5' contour intervals may be acceptcd. Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a point one foot above gradc. Rock outcroppings and other significant natural feahres (large boulders, intermittent streams, etc.). All existing improvemcnts (including foundation walls, roof overhangs' building overhangs, etc.). Hazard areas (avalanche, rockfall, etc.), centoline and edge ofsheam or creek, required creek or stream setback, 100-year floodplain and slopes of 40% or more, if applicable. fl D tr tr tr o a cl u o O Sizc and typc of drainagc culvcrts, swalcs, ctc' A Exact location of cxisting utility sourccs and proposcd scrvicc lincs fiorn thcir sourcc to thc structurc. Utilitics to includc: Cable TV Sewer Gas TclcPhonc Watcr Elcchic tr Show all utility metcr locations, including any pcdcstals on sitc or in the right-of-way adjaccnt to thc site. O Indicatc all cascments identified on the subdivision plat and recordcd against the property as indicatcd in thc title report. List any casemcnt restricttons. tr Spot elevations at thc edge of asphalt, along the sfeet ftontage of the property at twcnty-five foot intervals (25'), and a minimum ofone spot elevations on either side ofthc lot. Sitc and Grading Plan, at a scalc of l"=20' or larger, showing thc following information: tr Property and setback lines. tr Existing and proposed cascmcnts. tr Existing and proposcd gradcs. O Existing and proposcd layout ofbuildings and othcr structurcs including dccks, patios, fcnces and walls. Indicatc thc fbundation with a dashcd linc and thc roof edge rvith a solid linc. O All proposcd roof ridge lincs with proposcd elcvations. Indicate existing and proposcd gradcs shorvn undcrncath all roof lincs. This will bc uscd to calculatc building height. O Proposed drivcways, including pcrcent slope and spot elcvations at the property line, garage slab and as necessary along thc ccntcrline of the drivcway to accuratcly rcflcct gradc. A A 4'widc concrctc pan at the cdge of asphalt for driveways that exit the strcet in an uphill dircction. A Locations of atl utilities including existing sources and proposed service lines from sou€es to the structures. tr Proposed surface drainage on and off-site. D Location of landscaped areas. A Location ofall required parking. Cl Snow storage areas. tr Proposed dumpster location and detail of dumpster enclosure' A Retaining walls with proposed elevations at top and bottom of walls. A detailed cross- o scction and clcvation drawings shall bc providcd on thc plan or scparatc shcct. A Dclincatc arcas to bc phascd and appropriate timing' ifapplicablc Landscapc Plan. at a scale of l,' = 20' or largcr, showing the following information: A Landscapc plan must bc drawn at thc samc scale as thc sitc plan' O Location of cxisting trecs, 4" diamctcr or largcr. Indicate trees to relnain, to be rclocatcd (includ.ing new location). and to be rcmoved. Large stands of trces may bc shown (as bubble) ifthc strand is not bcing affccted by the proposed improvetnents and grading. D Indicate all cxisting ground cover and shrubs. O Detailcd lcgend, listing the t)?c and sizc (calipcr for deciduous trces, height for conifcrs' gallon sizelor shrubs and height for foundation shrubs) of all the cxisting and proposed plant material including ground covcr. n Detincatc critical root z-ones for cxisting trees in close proximity to sitc grading and constructioll. tl Indicatc the location ofall proposcd plantings. A Thc location and typc ofcxisting and proposed watcring systclns to bc cmployed in caring for plant matcrial following its installation. O Existing and proposed contour lincs. Rctaining walls shall be includcd with the top ofwall and thc bottom of wall clcvations notcd. Architcctural Floor Plans (1/tt" = l' or larg6, 1/4" is prcfcrred), including thc following: D Floor plans of the proposcd dcvcloprnent drawn to scalc and fully dimcnsioncd. Floor plans and building clcvations tnust bc drawn at the samc scale, O Clearly indicatc on the floor plans thc insidc facc ofthc exterior struchral walls ofthc building. O Label floor plans to indicate the proposed floor area use (i.e. bedroom, kitchen, etc.). O One set offloor plans must be "redlined" indicating how the gross residential floor area (GRFA) was calculated. See section I 8.04. 130 Floor Area, gross rosidential (GRFA) of the Vail Municipal Code for the definition of GRFA. O Provide dimensions ofall roofeavcs and overhangs. Architectural Elevations (l/8" = 1' or larger, 1/4" is prefcned), including thc following: A All elevations of the proposed development drawn to scale and fully drmensioned. The elevatign drawings must show both existing and finished grades. Floor plans and building elevations must be drawn at the same scale' B a o D O Ifbuilding faccs arc proposcd at anglcs not rcprcscntcd wcll on thc normal building clcvations. show thcsc faces also. tr Elevations shall show proposcd finished clevation offloors and roofs on all levcls. O All extcrior nratcrials and colors shall bc spccified on thc clevations' tr Thc following shall bc shown graphically and fully dimensioned: fascia, trim, railings, chirlncy caps, meter locations, and window dctails. tr Show all proposed exterior lighting fixhucs on the building. tr Illushate all dccks, porchcs and balconies. tr Indicate the roofand building tlrainage system (i'e. guttcrs and downspouts). tr Indicate all rooftop nrechanical systenrs and all other roof structures, ifapplicable' tr Illusffateproposedbuildinghcightclevationonrooflinesandridgcs. Theseclevations should coordinatc with the finishcd floor clevations and the dahrm used for thc survcy. O Extcrior color and matcrial samplcs shall bc submittcd to staff and prescntcd at the Design Rcvicw Board mccting. Lighting Ptan, indicating typc, location and nunrbcr of fixhrcs. Includc hcight above gradc, lutncns output, luminous arca and attach a cut shect of cach fixhrrc. Thc Administrator end/or DRB nray requirc the submission of additional plans, drarvings, spccifications, sanrplcs and othcr matcrials (including a model) if decrncd nccessary to dctcnninc whcthcr a projcct will conrply with Dcsigrr Guidclines or if thc intcnt of the proposal is not clcarly indicated. IMPROVEMENT LOCATION CERTIFICATE (ILC) Once a building pcrmit has bccn issued, and conshuction is undcrway, and bcfore the Building Dcpartmcnt will schedule a franring inspection, two copies of an lmprovement Location Ccrtificatc survcy (lLC) stampcd by a rcgistcred professional cngincer must be submittcd. The following inforrnation nrust be providcd on the ILC: A. Basis ofbearing and tie to section corner. B. All property pins found or set. C. Building location(s) with ties to prope4y corners (i.e. distances and angles)' D. Building dimensions, including decks and balconies, to the nearest tenth ofa foot. E. Building and garage floor elevations and all roof ridge and eave line elevations. F. All fuainage and utility service line as-builts, showing type of material, size and exact location. All easements. II. H. /101 West Yale Avenue, l'lo 601 Denver Colorado 80227 303 986 6658 R. J. lrish Consulting Engineering Geologist, Inc. June 13, 1997 Rich and Krusen Design, lnc. 1000 Lion's Ridge Loop No. 3d Vail, CO 81657 Attn.: Mr. Jack Krusen Snow Re: Geologic Hazards study, Peter Kyle property, 'l 479 Aspen Grove Lane, Vail, colorado. Job No. 440 Gentlemen: This letter report will present the results of my engineering geologic investigation of Lot 2, Block 2, Lion's Ridge Filing No. 4 in Vail, Eagle county, colorado. My objectives have been l.) to generally outline geologic conditions pertinent to the property; 2.) to evaluate the proF able impact of those conditions on the planned construction; and 3.) conversely, to assess the probable impact of the planned construction activities on the natural geologic conditions, with particular reference to geologic hazards such as landslides, debris flows, avalanches, and rock falls. During the course of my work I have researched published geologic reports and maps per- tinent to the lot and vicinity, stereographically studied aerial photographs of that area, and geologicaffy reconnoitered the lot and its environs (on June 12, 1gg7). I understand that a multi-story, single-family residence is to be constructed on this site, which is listed at 1479 Aspen Grove Lane in the swl /4 swl /4 SEI /4 Sec. l, T. 5 s., R. gl w. As the ground surface slopes across the lot, an uphill cutslope as deep as I8 feet is contemplated. SITE GEOLOGIC CONDITIONS Lot 2, Block 2 of the Lion's Ridge Filing No 4 is situated on the northwestern slope of the Consu tar'r: lc D€s gre's Cof t.ac:ors, P anf ers R. J. lrish Consulting Engineering Geologist, Inc. Gore Creek Valley about l-1,/4 miles west of the original Vail exit off Interstate Highway 70, and about 0.6 mile northeast of Buffehr Creek, a tributary of Gore Creek. The site lies on the northwestem side and at the northeastern end of a narrow, southwest-trending valley separated from the floor of the Gore Valley by the narrow, southwest-trending, 500-foot high Lion,s Ridge, which is formed of bedrock that is thinly to thickly mantled by glacial till. At this lot site, the floor of this secondary valley is about 300 feet in elevation above the floor of the Gore Creek Valley. Sedimentary rock strata of the Pennsylvannian-age (about 280 to 320 million years ago) Mintum Formation constitute bedrock beneath the northwestern slope of the Gore Creek Valley through the Vail sector, thus beneath the Kyle property and vicinity. These strata include sand- stone, siltstone, and shale mainly, but also a few thin to thick limestone beds. They appear to strike northeastward and to dip about 25'to 30" northwestward, thus into the ridge slope. These strata, however, are almost ubiquitously blanketed by slopewash and residual soils esti- mated to range from a few feet to 'l 5 feet thick across the Kyle lot. Locally those soils may include glacial till as well. Those soils appear to be mainly poorly bedded, soft to medium stiff sandy clays and loose to dense clayey sands that are gravelly, cobbley and bouldery (mainly hard, strong, sand-stone debris). Glacial till appears to underlie the floor of the unnamed valley and probably extends a few tens of feet up the northwestern slope. Till is a sandy, gravelly clay soil, typically bouldery, deposited by one or more of the glaciers that occupied the Gore Valley repeatedly during the lce Age, which ended in this part of colorado about 8,000 years ago. A debris fanl, about 900 feet wide across its toe, extends across the Buffehr Creek Road west of the Kyle property, but its eastem boundary lies about 300 feet east of that lot. ASSESSMENT OF GEOLOGIC HAZARDS Geologic conditions across the property and vicinity appear to be relatively benign, 1 A debris fan is dePosited by a debris flow, which is a high energy flow of surface water charged with soil and rock debris. The flovv is debouched ftom a steepfloored ravine onto the floor of a main valley, where its bed load is deposited to form a fan-shaped deposit, the debris fan. Typically the flow is initiated by a localized, high intensity rainfall that quickly washes loose soil and rock debris from the catchment area of the ravine. R. J. lrish Consulting Engineering Geologist, Inc. although the risk of both rock falls and debris flows needs to be evaluated. Although the debris fan east of the lot evidences repeated debris flows from its associated but unnamed ravine from time to time since the end of the lce Age, the fast-flowing water has eroded a deep channel through the debris fun. The banks of the channel now act as high levees that divert the water and any debris flows away from this lot. The risk of a debris fan impinging on the Kyle property is assessed to be low2. Sandstone of the Minturn Formation crops out as 3 long, low, narrow ledges within the first 600 feet in elevation upslope from this lot, along with several small, irregular-shaped patches of bedrock. Blocks and slabs have toppled and slid intermittently from those outcrops since the end of the lce Age, but the recurence time appears to be long. We found no evidence of recent occurrences' such as fresh-faced slabs or blocks; and the commonly massive rock forming the ledges does not appear to be loose or significantly undercut by erosion. Moreover, masses that have broken loose from those low bluffs tend to be slabby and angular, thus have travelled typically only a shoft distance down the slope of the hill. Those angular blocks and slabs, typically small--on the order of 2 cubic feet or less--are partly buried in the soils blanketing the hillside, thus appear to be well anchored. Their initially rapid progress down-slope appears to have been impeded not only by their shape, but by a slope angle that averages only about 2:l (horizontal to vertical) and by the thick growth of brush across most of that slope' lf other slabs or blocks broke away from the outcrops, their passage would be similarly impeded by shape, slope angle, and the brushy vegetation, as well as by a grove of aspen at the foot of the slope. I conclude, therefore, that the risk of rock falls impinging on the Kyle lot is low. That is not to say, however, that there is no risk; but within an Alpine mountain valley environment such as the Vail Valley, some risk of rock fulls seems to be almost unavoidable. No landslides are evident across the property or for at least several thousand feet upd; and, importantly, the rock strata dip into the hillside, thus are geometrically oriented favor-ably for ground stability. consequently, the natural landslide risk is assessed to be low. 2 our assessments of risk are couched in qualitative, empirically-derived terms (high, medium, and low). The state-of-the-geological-art does not permit a rational quantitative analysis. R. J. lrish Consulting Engineering Geologist, Inc. No faults are known to trend through the project area; but the 35-mile long Gore Fault, a major mountain-bounding geologic structure along the western side of the Gore Range lies only about 7 miles east of the Kyle property at its nearest approach. Some seismologists consider the Gore Fault to be potentially active; but most seismologists, nonetheless, consider the risk of a strong earthquake generated by that fault or any other within a hundred miles of the project area to be low to insignificant. Earthquake intensities of V to Vl, with a peak acceleration of 0.05 g. or less, are unlikely to be exceeded at this site during the life of the project. So long as the construction of the planned dwelling does not materially change the existing ground conditions, thus the stability of the existing soils and/or bedrock at this site, slope stability should not be impaired. As an excavation with a backslope cut on the order of only about 6 feet is planned, it should not tend to destabilize the natural ground. The construction as planned should not increase the geology-related hazard to other property or structures, or to public buildings, roads, streets, right-of-ways, easements, utilities, or facilities. I have appreciated the opportunity to work with you on this project. lf you have any questions, please call. Yours truly, /') /-),.-.{rrl/ yarrt Robt. Jamfs lrish Consulting Engineering Geologist 86lI8lL997 15:56 97A4769023o Modifd RKD PAGE B2 Tfr| A$oci|ti(It Conrritanr - COMMITMENTFOR TTTLE INSURANCE ISSUED BY STEWART TITLEGUARANTY COMPANY STEf,tART flTLE GUARANIY COMPANY, A Tcxas Corporrtion, hcrcin callcd thc Comprny. for vdsable crnridcntion, hcrdy comnirs to iscE is policy or policies of title insurancc, rc idcntificd in Schedulc A, in favor of the propoccd Innned narncd il Schedulc A, as owncr or mortglgcc of thc Llt c or interert covcred hereby in ftc lud dcrcribcd or rcferrrd ro in Schedule A, upon paymcnt of thc prrmiums ard charges thcrcfor: rll subject to 0rc provirions of Schedulcs A and B and to tlrc Conditions rrd Stiplatiou hacof. Thic Conmitmcnt slnll bc cfhctiva oly wlol tDc irLuity of tho ptoposcd Innrcd and tic rmount of the policy or policics cotuuiupd for he.a becn inrrtcd in Scbcdnlc A hercof by tlre Cornprny. eithcr at thc rimc of ttc isrurncc of this Comnitffiit or by suboc4ucm cndorrnrcnr. Thir Cororditnrut ir prclirninery to th€ irsnrcr of nrch policy or policier of title inrurancc and all liability and obligationr hcteunda rhall ccasc and tcnninarc six months aftcr the cffccrive dats hcrcof or whcn thc @rcy or polkies commincd for rhall isruc, whic$cvcr ftrst occurs, providcd rhat the failurc ro issuc $rh policy or poticicr lr nor thc fault of thc Comprny. Sigred undcr rcel fq tbe Comlnry, bur ftir Conrmimcm ghrll nor be vrlid or binding until it bearr an sudorizcd Councrrftnaurc. IN WITNESS WHEREOF, Scrrm Titlc Gouarrty Corqmy bas ccu$d itr colporrtc ormc end scal to bc hcrcunro effircd by itr duly authorizcd officcn on rtc dane slrawn in Schcdulc A. STEWART TTTLE Clllri||n gf ghc "'ffi' %/*hr(Vr/;r*rf,r.it - -G -ral2l L Prc'ldqot l" L-\*,,t Cauntcr!igtrtture AII TTTLE OF EAOT.E C€UIITY. tNC. P.O. Eor Am Yril. Colocdo I l65t (0701 9{e-t0t I A6/t81L997 15:55 9764769623 PAGE D3 SCHEDWEA Order Nwtber: 9707a367 I. Effeaivedate: Alt'il 21, 79e7 ac ?:15 r-X- 2- Polivy or Policics eo be issued: lal A-L.T.A. owner's (scrad.sd, Proposcd lwured: PlIrcN P. ETLE Amowtt of Insunnce $ 3zo,ooa^ao STATEMENT OF CIURGES Thrl'c clmrga arz dw aad, pyablc btJon a Policy cun he i*acd. DEE'IT'X OtslGLg: F9t5. OO tE C8&,tt 72-00 (b) A.L.T.A. Lodt Proposed Inswcd: (c) Leaselold Hopxcd lwurcd: l1 i 9urtgrtcd ,'tdre't. 7179 ,,ADn|' &OW I,,,Xa YIrr.. co e7a57 f lgtudrrd, 3. Thc estotc ot int.rcat in thc land dactibd or r{ened b ia a,liis Qmmitment and coverd lutcin is Ett rl4rlt 4. nilc|o the frr rbpla estde or interna insaid lud is u thc ffictive date hcreof vestcd in: aTstlw ;t. ,/r&artctx t[D tilrdlrl:! t. troraBf 5. Thc lard rcJcrrcd to in this Cottniment is dcscribed as loUaos: aa! lfflcfiD Lfr^, r,aselrP?tov 86lLBlL997 15:55 RKD PAGE A4 SCHEDAI'BA Ordct LEGALDESCHTTTON tnt 2, DIfrCT 2' ,'t6['E E tct aqrDrvtlror fgl#' J *' sacosdod 97,,t thcteof rccasdcd ^'ost.o'E L' 7e8o ls Erxrk tos ti- i'|ic 117' tt Aud,eptloa ro' 202791' c0 ','rr Ol EI.OI''gl,llrt O, eot'On DO' TlftS cololll'fft xlg tnternlD ott xrt L9' t997' lor OttEsTr0ils lldrnDtttE TAIS CCMu|,Wt PlttiSB C t'f' L';"D:^ nrgt Zrrc' tE lf'.lL' O?IICE ' l7 t7O/9'9'7O''7' rc1 gPAs?rONE r'gdrrD.rtvG f'EE etPgw ' ?I'stEa cJt'L r ro'l tloqr';tsrn'-xin a6'c'ncrt s'znNrfi't ^T 97t/9t9-',071' llb!. cd.lt'!,nc tGEt to Bh' to"s't\g: r.tcr t. IYl. 8t.9G! ll|tdrcrc t,rtlnrat torttl[ t 65/18/1997 1s:55 97A4769823 PAGE A5 scfrEnawB Seaion I Order Nturd,er: 970t136? NEQWRg}/ENIS the lotlowdng oc tlc rqaircmcnr to be conplid with: hen@)P6y,nentnorlorthcacco,.,|'ofthcgtwtonat|lKn|sagofsolth.Nlcowiderationfortheatarcoriicrc* to bc ircured' nd,|(b)ProP?:'nstrw'ta,l,(s)ct?d'inSthccsmtcorinwcst Ioaeinsurdmustbcej(,cu/11d!nddulyfiledfor rccord, to wit: 7. Et tdif,rccc a.Cttitte,'otv to gtg, tt fltt€ du'rd vy Cd|gttzy of g';y'ang ol rll outrgf8atrrg ".*c. ,od .rta.&e t, .t- ".t"i-ctri by nt' EagTe CottsBv tr'rtvtar - 2.,Erocutloao!.!fld|'ltrrtoDrbtr.fr|,h.'rt'.sdig''.tltratog!.,|rgTItI. dnllat|{|qy Cqt.ttt' J. iF?td.Ac. tltEt,,t'|cto'rlt to Etlrrre ElcI' Gtrsra tt c@',,!/y tt|rt c!' EarL atc.l' rrrr.{cr E x.o...r.d by thc ro- ofi"iIll-i..o b.ia o, urrt tic ts,.ntoctton la .q;ogtg t'.@ 'rtd c'a' 1- tci.ra. brt ap Pr:Dltc ttlttE a ol E.rglo Cott/lctt of iha 'Dted oC 'jtlttt CEd gcav€a .r. tr!4dtEt@ '3d f,rrg'rct t' Fotlat '';;-"b..-;tt ot' /:ltt-tE DtE of vrll to tccuae !as,oao,oo, artJJo-gut - 261 7|,g2' ;;*te lt'E'c'|}'|t 7' 7gs2 lt BooE 58c at i4re 99 rt rr't,ap'!oz 'Io' lE'20o' 5- Dccd tta 8tc'rt'! J' tlEdttFon td ur?Er:,i'E F' EvJ:]|kcn ' v"Elng Eae ttwre t|tlc la trtrr t. tyl'. rc,r!..Mrl'Io|l'of,Ef,EloE.rErra5o'.7Yf8onrfitzG,|vgt^PPEInoNEEED!&Dll, PE ,976 rga@t lo s'| l||filE N nseo;Ii oF DE'lDa cts 38-ts-7o9 (2t' I. 66/LAlL997 15:56 9744769623 RKD PAGE O5 Sffir,,,/TII'EB Serl|wt2 ;;n**, ,707.tG, HrcEMONE Thc /',bct or pokcies ro bc isud wilt coaain t'c@iilt to ile [otlovins u'rlcss thc sule ore disposcd of to hc satiilAain { thc C;angottY: 1. Nghts or cloitw oJ parties h possasiut' trot sllriwr hy tlu priblic records' 2. Easqttctrt, or clofurs $ ansarcnts, not shovn by thc pfrIic rcords' J. Discrqancies, conJlicts in bdt"dary lines,- -sprygc in ara' '^f-ynf: and anv lacts which a concct suvey and itpedion of the prmtiscs would dfsaolc and wrric,t arc nd thow" by thc public rccor&' 4.Any|iq\orrighttoaliat,|orsenica.,l&ororn,daialturetoforcorhtenficrfwnLthed,itltposdy'irytaw'- *iA nu stto*rrby hc pttblic rccords' 5. Ddcas. licru, cnautbrwrcas, adya;scdoiqo! a1ltamaf,ers, 'f*ty,,c'(d'firsc qpwinginthepublic raord, or uudring;;i&il;'ilr; 6r"li aui frrq, W'priot ( t4e.date thc proposcd tuuurcd acguta 'iiJ6i'p'riirilne *an or irttcrat of ,rpnta* tlprion covcrcd w this cotnmimwt' 6- uwatatcd mining cbins: fesefyztiori or a(CePtiorts il Nta$, or a" act auttzorizing thc issuance thcrcof; wgsr riZlw. c/rd,rnt ot {ale to vmtet' 7. lryt trrlt t:-| u'rp'|ld t|l"t ||r|d "t"@'EJ:-t td uy garrdoald tr* t'ltt' a. 'b.ctt.c.ot!Aclr|.!&llalrryE3|ct|TorljcclClcv.Ecrjon'.zv',ey'Etsct toc.ctlon. aofr-coorrrrrcfe oi och'rt dfutsl'ot ot ll.clutloa ln tay vr.Eat t3|wlct o t,Eaat lzPtovG!€8E ttct ' g. D.,acJrrn|Glo t oc acalfijian co'lh..llu'd le o-9' PI/tG']Gt ' o? i8 ,rcEt auEhotlztzg tba trlrtlgcl tlLcnof ' t..cord.d tugut t 76' tgLg lt DooE la tt P,'g.' 5t2 a.I|.,!a/lr'rg rf I'g6cr if oto p=or,tltlor of t Yolz or Toda to axtr'ct ud roowc ble otc tboratroa ed 2t g'ltt of ',,|" Cc,t dlccll" '',d G'ta tt coar lrudecd utdaa tlc rrElo-l,ty o! tL ohtG.xl tcrgtr' 70. lctat?/.St{r. ot .'4'aP aho'|t t! PrE'!tt' or ts lets ruchorl:log ctr' ltsrrrncc Ehttaot. l'rclvdjrug t.ll rc'.rvrcj oa oE t 'itghE ot y/',y tot diich,,t ot c,['tr'lt dolrt:Fuc'Ctd by the ,lulharlcy ot t,|' Dt|l t'd gcrc!l'. ' tt r"ct!'d' J|' DlJ c'd gt'ttr P.Gart rQcordrd ilvliY 2?, 1979 18 Eook 288 rt Prg' ,866' tt E?,{'c'!lEloa No' 785207' 77. asaggir:ttra norctlaltr drJ c! da lot collb ' torf'Ltut' or t'v'rt'! cleulc' soalrJo.d tr rlrcrrl.! c rtc;otdcd g6pi,g[la? 2d, 4glz lB Sook 225 tt P''gtc 113 tdd futct|lltoc Fcord.d gagclc,et 2t' ''tzz t! loof 225 tt P'9' 565 rld ch' ,""o,ib.'G ,.""i"J- ti-i*t IZA .t t gG 5J .t l l! D.cl.''G'los a'16s5dcd ls aooh 3O0 tt gtga ?58 td ectccotd.td h tbot 3ol 't D,,lc tLs' , 72. 8.a':rl':ctvr coscala |ra. rt'JlEh "o 'toe oool,rto t lo:Jteltjutc or 5"'?t" clru',Q' r' calt Iltd fa fgtlrunot rccorded lugutt 3' /g|.A la Boot 3o5 tc 9r'gc llo ta a.{,alc!d-x,.202,93'rrucadad'bytalt*rllr'crccordadl,o|'&i26.,gcotA ,oot3l'.}E.g|.'2.,,nec.P|-j;o!-fu.z|oioo,ezdlraduea!rccordrdj^rlyI, TISS ta Eoc[ {'La .t Dr,g,' ?38 tt nrc,c,cts Eo' 3'SOo9' ,)- t '@c .'d ;t',n,c ot ''',7 tr.at.d co sorv *2:r1frT"f#:'r.f' r'c't A6lL8lL997 15:56 9744769423 PAGE A7 Co,tclurf.Gt,E o, scb.drtta g - ft'.,E!@ 2 Mct @.2, 97O1a367 rccotdad ftsgurc zo' I9?9 lt ',oats 2e9 tE P,lgt g89 " 'l'lcr,Ptlos fio' 7t63C9' 71. '[,ft4e'trE g:,la'tc.6 Eo r"trl,,y ^,,',o(;l,lc.r, ' LGd't taeotll'd rrc! 78' !|co ta Eg,oIr 30O tG Drg. 2gO .. n6/c./9tloa go' 796679' t5.^g'GGo'Etb.t'c.!T.!,v.I!|rvt'ol.cEt|J!.rdc$E'|dy|adI'oullt.'rsgrSol'tclqibrllc .td tcl.gt'ifi C@E "y grorltlj;aE Cot tctcptoae lrtlrll'tloa lad eanicc LlfottgDou; ,r!on't rfdira ssbdfvi )ia' rtttig to' 2 tccordcd sGpg'alcr 2r, 1973 t! Door ztt rE figt 294' 16. irrct 6tt .t lbor|t os ttc ,tl'g of Llot'a zldEa Btt}d/lvta',oa' ll],t!,l' tso' t' rccordrd lugutt 7. 7980 Iu Soor 3OC tt YrEc t77 aa &ecagzlon No' 2o279t' l. r TO: FROM: DATE; SUBJECT: MEN{ORAND[]M Tom Moorhead Andy Knudtsen January 2.1996 Employee Housing in Lionsridge 4th Filing I. II, The Ouestion Tom Brarm, representing Carol Orrison, would like to know if the caretakers units constructed in the Lionsridge 4th Filing should be deed restricted as Type I, II, III, IV, or V Employee Housing Units. Background Carol Orrison is the owner of Lot 10. Block 4, Lionsridge Filing No. 4. There is currently a single family home and a two-car garage on the properly. The property has less than l0O sq. ft. of GRFA available for future development. He would like to build a two-car garage and a caretaker on the property. Lionsridge 4th Filing is zoned Single Family. However, Ordinance 15 of Series 1989 allows a caretaker to be constructed on each lot. As a result. each lot has the potential to srryport a Primary/Secondary type of structure. Per Ordinance l5 of Series 1989. tbe carctaker cannot exceed one third of the total GRFA allowed on tbe lot. The Ordinance specifies that the employee unit "shall be permitted on each lot." The definition of the erryloyee unit is provided in Section 18.13, wtich is the Primary/Secondary section of the code. That citation has since been removed and transferred to the Type I portion of the Ernployee Hbusing Ordinance. III. The Employee Housing Ordinance Thc Employee Housing Ordinance provides for fir,e different types of employee housing. There are different attributes of each type that match the Lionsridge 4th Filing standards, but there is not a clean match between any of the types and the situation in the 4th Filing. Staffbelieves that it is a closer match to the Type I, as there are six attributes of the Erqlloyee Housing Ordinance which match the situation rrnder a Type I scenario. The Tyyre II has only one attribute that matches this situation: however staffunderstands that the one is significant. Staffbelieves that all of the attributes are important and would like yotr interpretation as to which resffiction, a Type I or Type II is appropriate. Planners: please keep this in mind for all development in Lionsridge 4th Filing MEMORAN'DI.IM TO: Tom Braun FROM: Andy Knudtsen DATE: January 8. 1996 SUBJECT: Employee Housing in Lionsridge 4th Filing On January 4,1996, Tom Moorhead and I reviewed the attached memo and analyzed the Employee Housing Chart. located in the zoning code at the end ofthe Employee Housing Chapter. He concluded that the caretaker dwelling units in Lionsridge Fourth Filing should be deed restricted as Type I EHU's. Please call me or Tom if vou would like to discuss this further or would like additional documentation. rr) \o ta) ol Bl 2lol FI inulF z z 6Jff! .6 oz I I l_ .Ft<ro I I I I lo, teErFl9z t= lolz $ Fl Fr E FFlFl It L' 6 I I I I I I l- rc) IE t(9tzr6 -t IAH z E F-) F.tHz zH FfFltdF E] FJpr H tr{ zHz r..\ N rn s an IJJ uJl! 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The right-of-way on all Town ofVail streets and roads is approxinately 5 ft. off pavement.This ordinance will be strictly enforced by the Town of VailPublic Works Department. Persons found violating this ordinancewill be given a 24 hour written notice to remove said material .In the event the person so notified does not comply with tbenotice within the 24 hour time specifi.ed, the Public WorksDepartment will remove said material at the expense of personnotified. The provisions of this ordinance shall not beapplicable to construction, maintenance or repair projects ofany street or alley or any utilities in the right-a-way. To review Ordinance No. 6 in fu1l, please stop by the Town ofVail Building Departnent to obtain a copy. Thank you for yourcooperation on this rnatter. ti:i l,/ r/ tto ---= , / contractor, owner) !:t'.rra I zZ i I '=I j . ?: :';| -.-=E:::| .t a:;::lcl = i.-, E iFl . ? i+ -.2ol i=-+irL14 = a::z '! A 7.. =-.= ..- =Ei =.'=^zi: z ol == = i - a t-Z - - r =( =,:2;a-l :1iai: ^ =7..-ai,c! -= -.!'- - a.:.-==-5l i'z=E-- +.'r I a- --= , c--:l ;iEa.'-Fal ii i z t :-l ;;:aai..e! :2i:=+- Lat c..l F- c! F z '-) H1 al ql Zt, ^lFI z<iml -i\t':l-l l ca I >t |-1 HE rll Fr zH I z Ha & z a z at i-urH Y:-- =,> ^< \v*l>zzles< t-*j a\<v 'Y ,"\ i-z"Y-za tu \-q)^tsz a\t{v t-\\,strzZ i: I|| < -.,1<X=q.l F --JgraQ i c.., r.cll ztrJ F- :-t-- 3(,:FZ;if-<V QdzF=>. l- iL )-.2., =<-P -E+l' i :-- EtC= -J4-A>HZ 'i\v-l*r>?<>+i:,-\ i{ = '\\rFl\v E ,.: R:FZU:a<-(-,-L! ,^ *- 1:o=x= -FYl+XE=FU>i tf{ t--A. a-l -*tkiaa, }{. O.F mF -raratt P -H r{ flJat frl 'FT\-,v F) -l-€ -Fr{le F\aaLIrr:a *Fl? LaH .FJv rt.r 11 6.rFldHrPir. .l-tlrt |{A.e Filz>t ol(nt&lr:1 .92!<lztllJ 3>" lE 4 orl 6 $l F I I d H z FI 'llf? C34 z3 .! :U f Town of Vail 25 S. Frontage RoadVail, Colorado 81657(303) 476-7OoO PIan analysis based onthe l-988 Uniform Building Code Project Number: 4302 Name: ANDERSON RESfDENCE Address: l-l-70 SANDSTONE DRM Date: April 9, L990Contractor: BECK AND Assoc.Architect: SIDNEY SCHULTZEngineer: TII{ BoYLE Plans Examiner: NORRIS Occupancy: R3rMl Type of Const: V-N NoTE:The code iterns listed in this report are not intended to be a cornpleteIisting of all possible code reguirements in the L988 UBc. It is a guide toselected sections of the code, DTRECTTON BOUNDARY NORTH Public wayEAST Property line SOUTH Property lineWEST Property lj.ne Area increased L00.00t SEPARATION AREA INCREASE 42.0 Feet60.0 Feet 57.o Feet45.0 Feetfor open area on OCC MAX FLR FTRE PROTECTION 22.0 Feet 60.0 Feet 57.O Feet 45.0 Feet 4 sides. AREA ALLOWED RATIO STATUSFL 3 Dwelling TOTAL F'OR FIOOR2 DweIIing TOTAL FOR FLOORL Parking carage1- DwelIing TOTAL FOR FISOR BUILDING TOTAL R3 R3 Ml_ R3 ok ok 2290 Unlinited 2290 Unliroited 236L Unlinited 2361 Unlinited L339 Unlirnited LE3L Unlirnited 3L7o Unlinited 7821- Unlirnited ok ok ok ok ok ok ok ok ok ok Page # 2 Code review for: ' 't Project Id.: ANDERSON PSSIDENCE Address: l-17O SANDSTONE DRM The actual height of this building is 30.0 feet. The maximurn height of the buil.ding is 4O.O feet. -- Table 5-D EXTERTOR WALL FIRE RATINGS AND OPENTNG PROTECTIONTable l-7-A & Table 5-A NORTH EAST SOUTH WEST OCC BRG NON-BRG OPNG BRG NON.BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALL I{ALL PROT I{ALL WALL PROT WALL WALL PROTR3 Ohr Ohr None Ohr Ohr None Otrr Ohr None Ohr Ohr NoneM1 ohr ohr None Ohr ohr None Ohr ohr None ohr ohr None The exterior walls may be of COMBUSTIBLE naterial . Sec.22OL. None -- No fire protection requirements for openings.Prot -- Openings are to be protected with 3/4 hr fire assemblies. 50? of the area of the wall maximum. Sec.2203. (b) & Table 5-A Maximum single window size is 84 sq. ft with no dimensiongreater than 12 feet. -- Sec. 4306. (h) NOP -- Openings are not permitted in this wall.* -- These walls rnay be reguired to have a parapet wall 30 inches above the roofing. The parapet wal1 is required to have tlre samefire rating as the wall. See section 1-709. for details and exceptions. OTHER BUILDING ELEMENTS TAbIE ]-7-AELEMENT I'{ATERIAL RATTNG NOTESInterior Bearing wall Any O hrInterior nonbrg wall Any 0 hrStructural Frame Any 0 hrExterior Struct Frame Any 0 hr See footnote #LShaft Enclosure Any L hrFloor/Ceiling Assembly Any 0 hr See Footnote #9Roof/Ceiling Assembly Any 0 hrStairs Any None NOTE: See Sec. l-706. (a) for Shaft Enclosure exceptions. FOOTNOTES:1) Minirnurn on exterior side also based on exterior brg. wall requirements.9) fn areas with vehicles or airplanes, the floor surface shall be of noncombustible, nonabsorbent rnaterials. -- Sec. 702.(b, & 902.(b) OCCUPANCY SEPAR,ATTONSR3-M1 1hr Materials approved for Lhr construction are reguired on thegarage side only and L 3/8 inch sotid core, self-closing door. -- Sec. 503. (d) ex #3 ADDITIONAL SEPARATIONS FOR R3 OCCUPANCY: FOR Ml OCCUPANCY: Page # 3 Code review for:Project Id.: ANDERSON RESIDENCE Address: LL70 SANDSTONE DRM EXIT REQUTREMENTS:FL NAME OCCUPANT NT'MBER EXIT PANIC RATED DOOR NOTES IOAD REQUIRED WIDTH [ft. ] HDWR CORRIDOR SITNG 3 Dwelling I 1 O.2 No No N/RToTAL 8 2( 2) o.2( 0.2) No No N/R #22 Dwel)-ing I L o.2 No No N/RToTAL I 1( 1) O.2( O.2) No No N/R1 Parking Garage 7 L 0. 1 No No N,/R1 Dwelling 6 l- O. L No No N/RTOTAL t3 2( 2') 0.3( 0.4) No No N/R In areas where 2 exits are required, the minimum separation is L/2 of the maximurn diagonal of the area or floor. -- Sec. 3303.(c) Door swing is based on Sec. 3304. (b) except as noted. Occupant load is based on Tab1e 33-A. Number of exits is based on Table 33-A except as noted.Exit width is based on Sec. 3303. (b). The nunbers in ( ) include occupant loading from floors above this floor. -- Sec. 3303. (b) FOOTNOTES:2) Basements and floors above the 2nd floor are reguired to have 2 ex j-ts. - Sec. 3303. (a) See Exceptions STATR NOTES: A stairway in a dwelling must be at least 36 inches wide. -- Sec. 3306. (b) The naximum rise of a step is 8 inches and the rninimum run is 9 inches. -- Sec.3305.(c) exc.#1 Provide a handrail on one side a stairway 34 to 38 inches above the nosing ifthere is rnore than 4 risers. -- Sec. 3306.(j) Provide a guard rail where drop off is greater than 30 inches. Minimurn height= 36 inches, naximum opening size - 6 inches. -- Sec. L7LL. exc 2 The minirnurn headroom is 6 ft.- 8 inches. -- Sec. 3306. (p) Enclosed usable space under the stairs is required to be protected as requiredfor thr fire-resistive construction. -- Sec. 3306. (n) ROOFING REQUIREMENTS:l-) The roofing on this building is not required to be fire retardant. -- Table 32-A AUTOMATIC SPRINKLER SYSTEMS: STANDPIPE REQUIREUENTS : There is no requirernent for a standpipe. -- Table 38-A A hose is not required. -- Tabte 38-A FOOTNOTES:1) The location is to be per Sec. 3805. (c), (d),and/or(e) Page # 4 Code review for:Project Id.: ANDERSON RESIDENCE Address: 1170 SANDSTONE DRIVE WALL AND CEILING FINISH:1) Wa11 and ceiling finish naterials are required to cornply withSec. 4204.(a\ and Table 42-8.2) carpeting on walls and ceiling are required to have a Class I flame spread rating. -- Sec. 4204.(b) INSUI,ATION NOTES:1) All insulation material including facings are required to have a flame- spread rating of 25 or less and a maximum smoke density of 450 unlessit is in a concealed space and the facing is in contact with a wa11 orceiling. -- Sec. 1713. (c) exc.#22) Foam plastic insulations are required to be protected. -- Sec. I7),2. GI"AZING REQUIREMENTS :l-) Alf glazing in hazardous locations is required to be of safetyglazing material. -- Sec. 5406. (d) ADDITIONAL REQUIREMENTS :For R3 occupancy Provide a window or door to the exterior frorn every room used forsleeping. -- Sec. 1204. A window nust provide a clear open area of 5.7 sq.ft., a clear heightof 24 inches, and a clear width of 20 inches(rninimurn). -- Sec. L2O4. AII habitable rooms require exterior glazed openings equal to 1OZ or rnore of the floor area. (nin 1-0 sq.ft.) -- Sec. 1205. (a) AII habitable roorns require an operable exterior openings equal to 5?or more of the floor area. (nin 5 sq.ft.) -- Sec. l-205. (a) The minimum ceiling in a habitable space is 7 feet 6 inches exceptkitchens, halls, and baths may have a ceiling height of 7 feet. --Sec. -- L207. (a) Provide a smoke detector in all areas having access to sleeping rooms. -- Sec. 1210. (a)4. Provide a smoke detector on all floors that i-s connected to an alarrnaudible in aI1 sleeping areas. -- Sec. L2L0. (a)4. For M1 occupancy TO: FROM: DATE: SUBTECT: Planning t Environroental Coromission cornnunity Development Department June 4, 1990 Appeal of staff Decislon Relating to Fireplaces for tne lnaerson Residence, 1175 Sandstone Road L.ots 1 & 2, BIk 2 L,ionsridge Fil C Applicant: Sidney Schultz for Todger Anderson I. ISSUE Sidney Schultz, as representative for the Andersons,.has filed-an appeai of a iecent staff decision to prohibi! tn9 constructi-o-n ot three Dasonry woodburning fireplaces. in the following configruration: -one yoodburning fireplace with an A vent and two fas log fireptaces wittr the A vents, in the Anderson resideice rrhich is- currently under construction. one of the fireplaces would be used for woodburning and two would be equipped with gas log sets. lhe request was nade initially at the tine-of application for a building perrnit. Based on our existing ordinance, the staff denied ttre request for a second fireplace' The appeal of this decision is now being brought to mernbers of the Planning Connission. II. STAFF DECISION The staff based the denial for the Anderson's request on Ordinance 24 Series of 1983. The ordinance provides for the construction of one solid fuel burning device per dwelling unit with the exception granted for a second solid fuel buining device if it ii a [cleanrr woodburning s!9"9: The ordinan6e also allows for the instatlation of unlinited gas appJ.iances which utilize the B vent. An exception to this ruling was granted.exclusively for. accomrno-dation units in Ordinance 28 Series of 1987. This ffior the construction of a nasonry fireplace in acconmodation units only if it was eguipped with a gas log set. A gas log set reguires an A vent as does a woodburning firePlace- In response to public request the staff also took the issue to cou-ncil on Miy 14th fo-r discussion and policy direction because of continued requests for the construction of additional fireplaces to altow for gas logs. This issue related specifically to residential units. The Council directed staff to anend the ordinance to a1low for the construction of two masonry fireplaces only if both were to be equipped with gas logs. The owner sould be required to give up the right to burn wood. Staff is schedullng a worksessLon on tlris issue for the JuIy 9th PEC neetl.ng with final approval scheduled for the Jult 23rd PEc. The Town Council and the Planning and Environnental ConniesLon directed staff to research fireplace ordinances and enforceuent in other corntnunities before inplenenting this change. At this tlne tlre staff contlnues to stand by the decision to deny the reguest of the Andersons to allow the construction of two additional Dasonry fireplaces for the installation of gas logs. The staff believes this decision is appropriate given the exlstlng ordinance and direction given to staff at the Joint Council/PEC vorksession. 21 , l,[ay, 1990 APPEAL OF ADMINISTRATIVE DECISION RBGARDING USE OF GAS LOGS ANDERSON RESIDENCE - 1175 Sandstone Drive Approxinately one nonth ago a building pernit nas issued for the Anderson Residence. The Building Departnent sas told during the pernit review process that the 0wner wished to have one vood Lurning fireplice and two fireplaces with gas burning log aets' Since iown ordinances currently a11ow only one fireplace capable of buroing vood per drrelling unit, the Building DepartDent indicated that two of the three fireplaces shoun nust be gas appliances. At the Town Council uork session on ilay 5, it was decided that no change to the ordinance would take place 6t thi6 time' The geneial consensus was that lf today someone wished to give-]P his iight to burn vood entirely the Town would be yilling to all"ow a naxinuro of tvo gas 1og sets per dwelling unit. The current ordinance aLlows one wood burning fireplace and a clean-burning wood stove per dvelling unit. In the case of the Anderson Residence, there were originally two lots that would have allowed a naxinum of four dr"eLling units' with the dovn- zoning that occurred with this project there is sti11 the possi6lllty of having two dnelling units rrith a total of tuo vood burning fireplaces and two wood stoves. The appellant is requesting that he be granted the sane privilege as otirers have who have installed gas 1og sets in their hones. He is willing to deed restrict the Property as required, give the Town right oi entry for inspections' or any other reasonable condition that the Tovn considers appropriate. If this request is not granted the Anderson Residence rri11 have the wood burning firepllce and vood stove that is allowed. There is no question ihat there vil1 be less wood burning in the hone and less pollution created if the two gas logs as proposed are. installed. A"p"tt's resolution allowing gas logs is based on the facts that "fireplaces containing gas logs can pollute less than certified stoves, and ... tnany people would prefer a gas 1og- containing fireplace to a certified stove, and whereas even though g"J tog-iontaining fireplaces nay be used- to burn wood 'ttt" ii"i of citizens doing that ls balanced by the deslre of the city to allow devices that nost residents and visitors will use properly..." If it is the intent of the Town to encourage the use'of gas rather than wood, then this appeal should be granted. C) for I ORDINANCE 24 Series of '1983 AN ORDINANCE REPEALING AND REEI{ACTING CHAPTER 28 OF THE VAIL I4UNICIPAL CODE RELATING TO SOLID FUEL EURNING DEVICES: PR0VIDING CERTAIN DEFINITI0I{S; REGULATING THE NUMBER AND CONSTRUCTION OF SOLID FUEL BURNERS; REQUIRIN6 HEAT EFFICIENT UNITS; PROHIBITING COAL USAGE. IIHEREAS, the setting of the Town of Vail in a valley between two mountains restricts air movement through the valley; I'IHEREAS; the novement of air through the Gore Va]ley is further restricted in co.ld times of the year; I{HEREAS, the po1)utants in the air caused by so'lid fuel burning devices have become increasingly h,orse; I,IHEREAS, the Town Counci'l finds that the pollution caused by so'lid fue] burning devices is exacerbated by the altitude, topography, climate and meteorology of the Town of Vai] ; and bTHEREAS, the Town Council finds that these sources of air pollution may be minimized by presently-existing, practica'l and economical technologies. NOt.l, THEREFORE, BE IT ORDAINED BY THE TOI^IN COUNCIL OF THE TObIN OF VAIL, COLORADO, THAT: Section I. The Vail Municipal Code is amended by the addition of a new Chapter 8.28 "Air Pol'lution Control " which reads as fol'l ows: 8.28.0'10 Purpose and Appl icabil ity These regulations are enacted for the purpose of promoting the health, safety, and general welfare of the residents and visitors in the Town of Vai'|. These regulations are intended to achieve the following more specific purposes: ('l) To protect the air qua'lity in the Town of Vail; (2) To reverse the trend towards increased air defadatjon in the Town of Vail; (3) To provide heat sources that are efficient and have a reduced polluting effect; (a) And to generally protect the air for the purpose of the pub'li c 's hea'lth ' safety and wel fare. The provisions of this Chapter sha'll apply to a1l areas of the Town of Vail. -3- (B)Gas Firep]aces: The restrictions of this Chapter shall not app'ly to a fireplace fue'led by,natural gas' propane' or any simi1ar liquid fue'l so long as said fireplace is designed and constructed so that said fireplace cannot be used or modified to burnsolid fue'ls. Gas fireplaces shal1 be permitted in any uni t. Addi ti ona'l So]i d Fuel Burni nq Devi ces : Each dwel l i ng un'it may have two so1id fue'l burning devices in the following types of combinations: one firep'lace and one clean woodburning stove or two clean woodburning stoves. No bui'lding permit shall be issued for installation of any clean burning solid fuel burning device in any building of the Town of Vail unless the Vai'l Environmental Health 0fficer has first certified in writing that the device has particulate emissions less than or equa'l to those specified above. The Environmental Health Officer wil'l so certify any device found to have the required emissions provided tests on that brand or class of derice are conducted by an approved independent testing using the ',0regon tlethod 7', and operating procedures as determined by the 0regon Department of Environmental Quality or an equivilant procedure, as determined by the Environmental Health 0fficer. Tests must be conducted as a low-medium or lower burn rate, as defined by 0regon Method 7". 0n or before June I or each year' the Environmental Health Officer will publish a list of devices known to be certified, which list shall be available for inspection at the Corrnunity Development Officer. Al 1 solid fuel burning devices shall be constructed, insta'l led' maintained and operated in such a manner that their operatlon wjl1 resu'lt in an increase in heating energy, i.e. that the heat supplied to the'livlng area will be greater than that'lost through air exchange during combustion. (c) l. 2. r oRDINANCE NO. l!- Series of 1987 AN EMERGENCY ORDINANCE AMENDING CHAPTER 8.28 AIR PoLLuTloNC0NTR0L0FTHEtiluNICIPALcoDEoFTHETot.lN0F VAIL PROVIDING FOR THE INSTALLATION OF SOLID FUEL EURNERS I{ITH CERTAIN SPECIFiED CONTROLS IN CERTAIN TYPES OF BUILOINGS IN SPECIFIC ZONE DISTRICTS I''ITHIN THE TO}IN OF VAIL, AND ADDING A SECTION SETTING FORTH PENALTIES FOR A VIOLATION OF THE ORDINANCE. IIHEREAS, technology has been developed to allow certajn types of gas burning fireplace logs to be utillzed in so]id fuel burning devices; and IHEREAS, thi Town Council believes that the pub'lic hea'lth, safety and welfare wi1 'l best be served by arnending this Chapter to allow this new technology to be utilized in certain kinds of buildings and certain zoning designations within the Town of Vai'l ; and !I!|EREAS,. the Torm counci'l wishes to ensure that should such devices be insta'l 'led, they not be utilized for the burning of solid fuels. 1{0t'l, THEREF0RE, be it ordained by the Town Council of the Town of vail ' Colorado, that: 1. Section 8.2g.030 So]id Fuel Burning Devices of the Municipal Code of the Town of Vail paragraph B. is hereby repealed and reenacted with amendments to read as fo] I ows: 8. 28 . 030 So'l i d Fue'l Eurn i ng Devi ces 8. Gas Fireplaces The restrictions of this chapter sha'l] not apply to a fireplace fueled by natural gas, so long as said firep] ace is designed and constructed so that said f.i replace cannot be used or nodifled to burn solid fuels. Notwithstanding the forego'in9, so]id fue'l burning devices may be insta'lled in properties c'lassified under the Town of vail Euilding codes as R-l and which are a'lso accormodation units pursuant to the definjtion of such contained in the Zoning code, may lnsta'l 'l equlpment, flues, fireboxes and other features in accordance with the app'l icable llstings of u.L., A.G.A. or other recognized testing organizations for the sole purpose of placing within such equipnent artificial logs which burn natural gas. Shou'ld such equipment be installed in accordance with this section' it must be done pursuant to a Town of Vai] bui'lding permit and in accordance with all pertinent building codes of the Town of Vail. Upon such installation' a'l I such equipment shall be subject to a periodic inspection by reasonable notice by the t. C declares it would have passed this ordjnance, and each Part, section, subsection, sentence, clause or phrase thereof, regardless of the fact that any one or more parts, sections, subsectlonS, sentences, clauses or phrases be declared invalid' 5. The Town Council hereby finds, determines and dec'l ares that this Qrdinance is necessary and proper for the health, safety and welfare of the Town of Vail and the inhabitants thereof. 6. The repeal or the repeal and reenactment of any provision of the Vail t'lunicipal Code as provided in this 0rdinance sha'l 'l not affect any right which has accrued, any duty lmposed, any violation that occurred prior to the effective date hereOf, any prosegution comnenced, n9r any other action or proCeedings as Commenced under or by virtue of the provjsjon repealed or repealed and reenacted' The repea'l Of any provision hereby shall not revive any Provision or any ordinance previously repea'led or superseded unless expressly stated herein. INTRODUCED, READ AND APPROVED AS AN EMERGENCY ORDINANCE this 28th day of Jul y , 1987, in the council chambers of the vail Municipal Building' Uai'l , Co] orado. 0rdered pub'lished i n fu'l 'l thi s 28th day of Ju]Y , 1987. ATTEST: o -3- TSSUED z 2/20/90 REVISED: ANDERSON RESIDENCE 1175 SANDSTONE DRIVE vArL, c0L0RAD0 ARC}IITECT: STRUCTURAL ENGINEER: MECHANICAL ENGINEER I GEN ER AL - SITEhIORK- SITEWORK PREPARATION: GENERAL CONTRACTOR TrQurnsn PERMrrs. PROTECT PUBLIC AREAS AND ADJAC]1NT PROPERTY WITH PROTEC_ TIVE BARRIERS; ALL WORK IS T0 C0MPLY hrTTH THE APPLICABLE EDITI0N 0F THE UNIFoRM BUILDING, MEcHANIc,{L' PI,U}lBING , AND ELECTRICAL CODES , FEDERAL, STATE, ^NDLOCAI, REGULATIONS, CODES, AND ORDINANCES, AND LOCAL rrTILrTy REQUIREMiNTS. RIiMOVE ALL C0NSTRUCTI0N MATERIALS, TI{ASH & DEBRIS FROM SITE AT JOB COMPLETION' \ r-- Q1 SIDNEY SCITULTZ ARCHITECT 47 6-7 890 BOYLE ENGINEERING 47 6-2J 7 0 . YODER ENGINEERlNG CONSULTANTS 949-119i SPECIFlCATI ONS AT TIRST EXCAVAT]ON JOBSTTE. f\ \\----\F -------'\. ( '\"\'..\.-Q' RESPONSIBLE FOR OBTAINING ALL IDENTIFY AND CLEARLY MARK FrpE. cABLE AND coNDUrrs. UNDERGROUND UTTLlTY LINES ' VERlFY SO]L BEARTNG CAPACITY SOII,S REPORTS TO BE KEPT ON SUBSURFACE INVESTIGATION : PRoVIDETEMPoR^RYDRATNSoRPUMPSASREQUIREDT0 ErNovn cRouND l,lATER. SURVEY CHECK: VERIFY LOCATIONS OT PNOPTNTY LINES OF IdAY. EARTHWORK--GRADING: RECORD TlNAI, CRADING_PROVIDE AMPLE SHORING STTT COHOITIONS. EXCAVATI ON: AND PROVIDE CLEAR MARKTNG , SETBACK LINES, EASEMENTS , AND RIGiITS ON AN AS-81]1LT DRAWING. AND BRACI}IG AS REQUIRED BY UNEXPECTED STIBSURFACE EXCAVATION. I}'1}IEDIATELY INVESTIGA'IE ANY eoNnrrtolts ntAT APPEAR DURTNG o (EEP EXCAVATI0N PITS r\ND TRENCH fLOORS LEVEL If i'nlruace NoT REQUTRED; CoNSTSTENT IF SLoPED T0 DRAIN. CLEAN EXCAVATIdNS OF DEBRIS AND LOOSE DIRT, AND KEEP Clrelt BEFoRE PouRrNG coNcRETE. IMMEDIATELY REMOVE DIRT, ROCK OR OTHER DEBRIS THAT SPTIIS ONTO PAVING OR PLANTING AREAS. PROVIDE TSMii'NENY DRAINAGE AS NECESSARY TO PREVENT FoHnrnc, ERosroN oR sPrLi,ovER. EARTHWOR(--BACKFILL AND COMPACTION: coRRECT OVUniXceveTroN I'IIT\ WELL-COr'TPACTED BAcKFILL. -P;ii;ORM riSrrNC AND INSPECTION OF BACKT.ILL AND eouplcrrou. COMPACT ALL FILL.-IO IIOT ALLOW ANY DEBRIS TO BE MIXED WITH FILL' -CUNi_COUCNNiT TOUIIOItTON OR RETAINTNG WALLS TO REACH NSQUTNBP STRENGTH BEFORE BACKFILLING. BRAcE rouxultioH 0R.RETATNTNG wALLS As NEcESSAII^I0 A;;ilRE iiTiiCiUiIT, STABITITY AND PREVNNT DAMAGE FROM EARTHWORK--SUBGRADE PREPARATION : PRovIDEenIuToSLoPESASREQUIREDFoRPoSITIVE Fnvuunut SLoPES To DRAINs. DoEVENlllo-systruATTcR0LLINGANDTAI.IPINGS0THAT^I,L Fonrrotls 0F GRADE ARE EQUALLY collPAcrED' BACKFILLING. THOROUGHLY WATERPROOF slcrF'tLLtNc.DO NOT ALLOW ANY sncrrrLLtHe. REPLACE BOUNDARY MARKERS 'Tnr Movsu oR DAMAGED DURTNG GRADING. BASEMENT FOUNDATION WALLS BEFORE DAMAGE TO WATERPROOFlNG FRO}I MONUMENTS AND STAKES IF THEY EXCAVATION, BACKFILLING OR BY LANDSCAPE CONTRACTOR. AND PLUMBING REQUIREMENTS. IRRlGATION AND SPRINKLERS: LAYOUT AND INSTALLATION Jo-onprnATE BLEcTRTcAL r,luosElpruc ' -REFER TO LANDSCAPE PLAN. A. EXCAUAT ION rn6tcrial :haIl bc roto"!d prror to placenerlt of nocess6ry. tlhcn addit lonal servlce spoclflcatlon and so 1l s report . t ho I S85 Uni forn uralls until supporting slabs or until tcmPorarY shorlng is AI I topsoil and organic foot I ngs or slabs. BACKFILL ING 0o not backfill agalnst baaenent or rctaining and adJacent floor fralrtng are ln place tnstalled. B.All excavat tons shoII bc clcan, levcl and plumb. Excavatlon shall penetratc to good beartng :otI !s spcclfied on 5otl3 rcport and structural draulngs. Contractor shail be responstble for shorlng cxcavation lf noqucstcd, thc Structural Engincor r,rllI funnlsh as an excavat lon shorlng rocot'rmenda t i ons and detalLs. Backfilling of cxcavatton shall be a5 pcr backfllltng dralnage rcquircncnts :houn on structuial dratrlnqc and/or Excavations shalI conforn uith stahdards In Chaptcn 29 of EuiIding Code. D. E. F. A. D. B. In no cass shall backfflllng takc placc before concret€ in uralls has curod for 28 doys unlcss ualls arc braced by special shoring dcslgned by the Structural Eng i neer. Cantllevercd retalning r.rallr lray bc back?tIled aftcn curing for a 28 day pcrlod utthout thc support of shorlng. Footingr and foundatlon rdalls shall bc backlllled to a dcpth apcclflod by the Solls Engineer or tho local buildinq codes to protcct agrln5t frost heavo prlon to prc-rrrtntcn freozlng of thc soll. ERECTION & BRACIN6 REQUIREMENTS Structural drdi.rings arc lntcndcd to illustratc thc flnlched stnucturc !rtth all elcnsnta in thcir ftnal pot!ltlons, proPcnly supPortcd and braccd, Thc contractor ls rcsponalblc for Provtdlng tcmporary rhoring and latsnal braclng of frdntng durtng constnuctton to achievc the final structure. t,f hcn rsqucctcd, the structural Enginccr r,,rtll furnlsh as an addttlonal scrvlce tcnporary shoring and braclng reconnendations and details. A. B. A. B. c. 0, E. I.lASONRY All masonry construction shall conform r,ri th Chapter 24 of tho 19BS Upiforn Bullding Codc. All nasonry block unitr sholl conforn to ASTI'{ Spcctflcation' c90. 6nade N (ninlnun f 'r'r - 1350 pli ). l'lasonny untts shall bc aound, d"y, clcan and frec fron cracks. Masonny unlts shall bo storod on tho Job so that they arc kept off the ground and protccted from raln. hlhere nasonry unlt cutttng t3 rcqulrcd all cuts shall be ncat and true. Portland cencnt ln nortar shall conforn to ASTt't Specificatlon C150. Aggrcgatc ln mortac shall conform to ASTl"l Speciflcatton C144. All lrontar shatl conforn to ASTII spcctflc6tlon c2?0, Type S. If plastic typc ccnont is used the lino putty shall bo onitted, Any. nortar r.rhich tc unuscd aften I 1/2 hours fron lnitial nixing tinc shall not be uscd. All grout for bond beans, pllasterr ahd vcrttcal uall rclnfoncing shall conform to ASTI'| Spcclflcatlon C476-?t and shall be placcd by vlbrattng or puddltng. Aggregatc tn grout shall conform to ASTl'l spcclflcation c404. Thc grouting of any loctlon of a UalI shall be completcd ln ona day r^rith no intepupttons gr6ator than one hour. 6nout spacO prust be free of nortar dropptngs or othcn forclgn natertal All relnforctng ban! shall confor^m to AsTl"t Speclflcatlon 4615' 6radc 40 unless other6tJc noted on the plans dnd be free of loose rustr scale or €ny coattngs that reducc honding capabllitles. Horlzontal rclnforctng tn all masonry uralls shell be 'Dur-O-tlal l' No' 8 truss-typc relnforcing conformlng to ASTI'1 Specification 482 spaccd at d naxlnurl of 16'o.c. unlcss othcrtrrlsc noted on plans. Jotnts uith Dur-O-t'Jall ahall be at least tulcc thc thlckncss of the u,ire. Dur-o-l,laIl shaII bc lapped at lcast 6'at spltc€5 and shall contain at least one c.o35 uirc of cach picc6 of rclnforccncnt 1n thc lappcd distancc. Provtde a horlzontal bond boan ulth 2 *5 rclnforclng bars at lntervals not to cxcocd 8'o.c. and at thc top cours! of aIl r^rallc. All rclnforcing to bo contlnuous at c onn6r! . Vortlcal rclnforclng shall bc t4 0 16' o.c. unlcss othcrurtso shoun on the plans. All vcrtlcal rclnforclnq shall bc conttnuoul for tho full holght of thc r,rall and shall bc aroutcd ln place using a maxtnum of 4t ltfta. Uortical rclnforctng shall have a ninlnun cloandnce of L/4' fror'r tho facc of masonry and bo hold r,rtth cltps to mrsonry top and botton and al lntcrvals not cxcccdlng 192 ban dtarnetcns. Provldc 2 t4 rcinfonclng bars at tho cnds of r.ralls and on cach aldc of all opcnlngs. 6. All r,lalls shall bc lald true, level, plurrb and ncatly ln accordance uith the'plans. Intcrsccting aroronry r.lalls and plrtitlons shall bc bondcd by thc use of slccl tlcs 0 24' o.c. naxlnum. Corncrc ahall havo a standard nasonry bond by ovenlapplng untts and shall be grouted solid. Roinforcing ln bond bealrs shall be continuour anound corners. Fill alI volds and cclla r.rtthln 12' ctthon side of ail beann and column rccctlons uith grout and onc *4 relnforcing ban. F. H. I. Jotnt rclnforccment cr,rbcdded tn hortzontal mortar Joints than S/S' nortar covcragc fron the cxposed face. All shall have r nininuh covcragc of one ban diamcter over loss than 3/4' oxcept uhere exposcd to ueather or ntnlmun covoraoe shatl be 2". shal I havc not less othor rc i n forcencnt al I ban:. but not soiI ln trhich case the All nasonry shall be Iaid up running bonC r*iith alI f Iush. Frovide ral.e joints in al I bricl.tuari.. Al i tooled r^ri t h a round bar to produce a dense sliqhtiy bonded to ihe block at the edges. expoeed joints glruck e.,<posed jornts shall be concave surface oei l L. No nnasonry shali be laid r'rhen the temperature of the outside alr is belor,r 40 degrees F. unlesE the nasonry is heated for a period of at least 48 hours. Materials to be used and built upon shall be free from ice or. snour, Vertical control joints in ma5cnry tr:ils shall be located u/.i'rh a naxit'ruri horizontal spacing of three tines the uall heighi, but not to er:ceed 50'on center. They shall occur at Fra jon changes in urall thicl:ness or et openinqs' They shall consist of a vertlcal joint straighi up and dourn through the u:'', of fr.rII and half units.| r,ril h the mortar deeply raked and at least 502 of tr I Dur-0-tr,all relnf orcing cut ' GENERAL NOTES This structure has bcen deslgned to meet the requirerrents of the 1938 unif orrn Building code r.rith amendments as adapted by the Tor,ln of vail. AII omission" o" "onflicts betueen vanious elements of the urorking drar,rin3s and/o" specifications shall be brought to the altention of lhe Structunal Engineer before proceeding r^rith any uork so involved' The general contractor shall verify alI dinensions and conditions at the jobsile and shall be responsible for coondination of all r,ror-k and rqalerials includlng t hose furnished by subcontractors. Live Ioads used in desrgn' A. Roof - 86 Psf B. hlind Less than 30 feet - 25 psf 0ven 30 feet - 30 psf C. Floors - 4O psl 0. Earthquake - Zone I UBC The foundatlon design u,as based upon an assumed beaning capacity of t5o0 pounds per square foot and an assumed lateral preSsure of 45 pounds per cubic foot. These assunptiong are to be verified by a licensed soils engineer at the t irre of excavat ion. tq. ROU6H CARPENTRY Conforn to PS 20 fon lulrber natcrials, gradlng rules of lJtrPAr Anenican Plyrrrood Associatlon for plyuood, applicablc publlcations and standard3 of thc National Forcst Products Association and tho At'rcrlcan Inltjtulc of Tlmber Constructlon and Chaptcr ?5 of the 1985 Unifonm Butlding Code. 8. AII tlnbcrs shall bc Doug-Flr *2 on better. Fb-1450 psi. E'!,7O0tO00 Psi, C. All Glulam beams shall conforn to Fb-2400 psl bendlng stncss and bo made from Doug-Ftr tlmbcr. A gradual roasoning perlod at modcratc tenperalures ahall be provlded for 6lulans upon enclo!1ng the structure to nlnlnize excessivc chocking due to sudden hunidity changes. Roof shcathtng shlll be 5/8' C-C EXT-APA 32/L6 plyuood unless othsrlli5€ noied on plan5. Floor subfloorlng shall be 3/4" C-O INT-APA 47/?O p|ywaod, unless otherurlse noted on plans. Nail all plytlood to roof raft€rr and blocking uith 8d 0 6' o.c, at panel edges and 0 12" o.c. at intcrnediate suPportsr unless otheru,isc shoun on thc plans. Nail plywood io floor Jolsts and blocklng ulth 8d 0 6'o,c. at panel cdges and 0 l0' o.c. ai interrqedlate ,1otstr, unlcls othcrurise a hou.rn on thc plans. All TJI's shall conforn to thc standards of thc Tnurg Joist Instltutc for 25, 35, and 45 senlcs i E-2,?OO,O00 psi. Installatton sholl be as per the rnanufacturer' s spccl f lcat lons. H. Lumber standand shall be Amcrican 5of tr,rood Luraber Standard PS 2g (U.5' Departmcni of Comncrce )r S4Sr MCl5t noisture at time of dressln9. L lnstallatlon shdll .o"piy r.rith the "l''lanual of House Franlng' by the Nattonal Forcst Products Ascoclationr including nalling, fircstopplngt anchonage, f raFr I ng 6nd br6cln$ J. 6lue plyr^rood subfloor to floor Joirts 6nd plyuood she6thtng to shean ualls ustng adhcslvo conforming r^rlth APA Spcctfication AF6-01 (U.8.C. Standard No. 25-tg ). K. All connecton harduane is to be manufactured by the SlnPson Conpany. Hardurare shaII be sized by rranufacturer fon loads destgnatcd on structural draulngs avatlable frolr thc structural cnglneen. L. Provlde solid blocking of thc sarqe sizo as rafters or. Joists at llnes not to cxcoed B feet maxlr.lum spactng. f''1. l'laxlnun natltng chall conf orn to tha f ol louring n6iling schcdul€; 1. Jolst to slll or glnder' tocnall..... ....3-Bd 2, Brldglng to Jolstr tocnall cach end... ...2-8d 3. l'x6' subfloor or lcg! to each Joist, facc natl ,,..,,,,2-8d 4. l,lidcn than 1'x6' subfloor to cach Jolstr foce nall ....3-8d 5. 2' oubfloor to Joist or glnden,bllnd and face nail .. ' '2-l6d6, Sole platc to Jolst or blocklng, facc naiI.. 7. Top plate to stud, end nall .. '...Z-f6d8. Stud lo sole plato. .toenaii r,rtth 4-8d or endnai I uith 2-l6d 9. Doublcd rtuds. face natl ..16d 0 Zt['o.c. lO. Doublcd top plates, facc nall., ..16d € l6'o'c. It. Top plates, Iaps and lnterscctlons, facc nail.. .'.'...2-l6d lZ. Cont inuous hcader, turo picce5.,.., l6d 0 1E' o.c. olong oach cdge D, F. 3-8d Contlnuoug headcr to stud, toenall..... ..3-8d Ceiling jolst6, laps over p6rtltions, face iail, . .. ,,3-16d. Ceiling jolsts to parallel rafters., facc noil..'.. ...3-l5d' Rafter to plate, tocnatl..... . '..3-8d l" brace to cach stud and ptatc, faco najl ' ... . ,......2-8d l'x8' sheathing or less to ecch bearlng, face nall.. .,?'8d tlider dlran l'xg' sh:athing, face nail each bearing. ...3-8d Built-up cornen studs. ... ' lEd Q 24"o.c. Bullt-up gird6rs and beairs. .Z@d A 3Z"o.c.at top and botton and staggered 2-?0d at ends and at cach splica 23. 2' plan!.s ..2-16d at each bearing See plans for any addltional sheathlnq and.decklng nalltng noteg. AII headers shall be 2-2x12 for 2x4 ualIs and 3-2x12 for ZxE ualls unlcrs otherutsc shoun on the plans. All.heaiers shall be supported by one trit''ner oach clde unless othenullso choun on plans. All eXterior h,allr and interior load boartng r,raIIs shall be braced at each ond 6nd at least overy 16 feet of length by Silrpson CtdB 126 r.raIl bracingt unl6ss spcciflc layout or plyhrood sheathing ts lndicated on the plans. AII built-up glrdens, bcans and headens shall be glued r,rtth adheg ive conforntng to APA Spcctflcatton AFtl-0l and nallcd ds per nailing schcdule. All mudsills and uood ured nlaner than 6'to ihe carth shall bc C6llfornl. Rcdr,rood or presEUre ilrprcgnatcd r.rith an approved preservative as spccified In U.B.C. Slandard No. 25-12. gill platos shall be boltcd to foundatlons r,rlth a Finlmum of L/7" diameter anchor bolts spaccd at 4' o.c. and errrbedded 7' lnio concrcte. There shall b6 a nlninun of tu,o bolts per pteco r.rlth one bolt locatcd r.llthtn 12'of each end of cach plece. tlood studs nay not bc cul or notched to a doPth oxcccdlng 257. of thclr r,rldth. tlood Jolsts or raft6rs nay bo ponctrated uith a hote no larger than l" dlamctcr located a dpproxlnately nid-depth and nldspan o? the ncnbor. Any deviation fnon this speclficatlon must be approvod by the Stnuctural Eng l nccr . Mlnlnun undcr-floon clcarancc betuecn carth and rrrood franing ohall be 18" to floor joists and l2' to floor gtrders lnd lcdqons. Studs tn oxterlor uralla and tntenior beartng oalls r,rhlch support ono floor and a roof shall not bc less than 2x4's, and uhich support turo floors and a roof shall not be Icra than 2x6's to the botton of the lowcr floor jo16ts and 2x4's for thc tuo uppon ualls. All studs ln extenion r^ral ls and intcrlor boaring uralls shall bo placod at l6"o.c. unless otherL,i5e rhor'Jn on plans. Fl.oor joists shalf be doubled under all parallel r^rali partltlons. l'lax I lrun hclghts for ualls. frar4ed r.ralls shall be 14' for 2x4 uralls and 16' for 2xE Dinenslons fon framlng shall bc as p€r archltectural dr6urings ' All l'llcrolans shall conforn to the standardr of thc Trus Joisl Institutc fon 9 L/2', ll 7/8', l4', 16", and l8' dcpths; E-2r000'000 p:1. All 6lulalrs and lllcrolana exposed to extcnion conditiona re:luire parnanent PreEorvrtlvo troatnont ln accordancc utth A.tJ.P.A. standards C1 and C2' Ceiling jor.lo plate, tocnaiL.....'.......Ot? t4. 17. 18. 19. 20. 2t. 22. N. n r' a. R. 5. T. U. t,. X. L. A. CONCRETE All concnete d€5ign i5 based upon the 'Buitdlng code Requirenents for Relnforced Concrete' (ACI 318-83) and shall bc constnucted in accoi'dancd urith 'specrfications for Struclural Concretc fon Buildings" (ACI 301-84 ) and Chapter 26 of thc lE85 Uni forrr Buildtng Code. All concrete shal I attaln a !4init'rum 28 day conpresslvc stren-oth of 3000 psi. Aln entrainment shall bc ?1 rnlnlrrum for all extertor uork. All reinforclng steel shall conforn to ASTI'! Speciflcatlon AtlS-81 and shall bc 6rade 4g for f5 bans and snaller and 6rade 60 for *6 bacs and larger. Reinforcing steel shall bc free of loose rust scale or any coat ings that reduce bondlng capabi l lt ies. D.lrlelded ulre fabrtc shall confonn to ASTI'I Spcci flcat ton Al85, f ol lor,ling ASTI'1 standardE. Concrctc olaterials shal I conforn to the speclflcdtions: Portland Cement' C150, Type I Ag-oregatos: C33 lrla t er: Clean, dntnkable Atn Entrcining Adlrtxture' C260 hlater-reductno Adnixturc ! C494 F.All relnfonclng bars shall bc dctotled, bolstored, and supported in accordanco ulttfr tho 'l.lanuaI of Standard Pnactlce for 0etalnlng Rcinforced Concrete Structunes " {ACI 315-80). B. c. G.Concrete protect ion fon rolnforcomcnt shall be aE foI Concrete pourod against earih - 3' Concnate pourcd ln forms but exposcd tS bars or smaller - I t/2' Barl langen than tS - 2" Conccctc.not exnosed to r,leather or 1n Slabr 6n6l r,.ra I lt - 3/4" 0thcr - L L/7' lou:, to weaiher or carth contact uith earth H. I. Lap spllc€3 !n retnforclng shall bo a nlnimur't of 36 bar dlamctens unlesc otheruiso shourn on planr. tJlre fabrlc reinforcement r'lu!t lap one full nesh at side and end laps, but not lcrs than 6'and shall be urired together. I'lakc all bars continuous arouno corners or provide cornea bans of aqual slze and 3prclng. Provide tuo *5 bang around 6ll oPeningsr €xtcndlng 24" beyond edgc of openi ng, Provlde cont lnuoug shoan kcys at alI cold ioints and elaeLlhere as shotrn on draulngs. All anchor bolts for column bcarlng plates shall bc placcd r,rlth sottin-9 templatcs. 6roui bcneath column basc plates and beam bcartng platcs shall b€ 6 nininun of 3/4" of non-shrlnk "EFrboco'r "Fivo-Star', or approved cqudl. Equlpr'rent sh6l I be provided for heat ing thc concrete nateriols and protecting the concrcte durlng frccztng or noan-freezlng ue.ther. AII natortals, f orr,s and earth 1n contact r.lith concrete ChaII be frcc f rorn f rost, icc ond snour. All concrctc shall bc th.,noughly crnsolidated bv vibrating or tanping during placcnent, and shall bc thorougl-' ly r^rorkcd arcund the rcinfoncenont and into thc connera of thc f orr'rs, Honeyconling urill nct be occeptable. L. M J I C CL R, All structural stcel sholl be detailed, fabricated and erectcd accordi49 to. AISC,,Speciflcations" lg?8, the AISg "Code of standard Practlce" 19?6, and Chapter 2? of the 1985 Unlforrn Building Code. B. All structural steel shall confoln to ASTH Specification A3E except plpe colunns uhlch shall conform to ASTH Specification A53 and tube shapcl whlch shall conforn to ASTII Spocificatton A500' Gnade B. C. All connecilons shall be nadc r,rith bolts conforning to ASTM Spcclficotlon 430? , D. AII t^relding shall conforn to the Amerlcan lJelding Society 'Structural hlelding Code., 1983. AII structural r.reldinq shall be done by certtficd raelders uling the shieldcd eleclric ac'c proccas uith E?OXX electnodcs; lotl hydrogcn electrodes shall be used for ucldtng bolts and reinforcing bars. E, Steel har Joists shall be H Serieg and deslgned, fabrlcatod and erected 1n accordance with Steel Joist Institute Spocifications. F. Stcel deck shall be vulcraft 5/8" 28 gage .conforn' or appnoved equal. 6. Unless othenr,risc noted on the plans, framed bcam connectlons shall consirt of p6irs of t/4" anglcs using thc Faxlnum nuriber of 3/4" diameion bolts called for in Table II of the AI9C Xanual for the beam reactions shoun on pIans. H. Expanslon bolts called fon on the drar.rings ehall bE 'Trubolt' or 'Red Head' ui th the f ol lor.ring mininun €trlbedments r l' dlarrretor - 4 L/2" 3/4"dianoter-3l/4'5/8'dtalrotcr - 2 5/8" 1/2'dtancter-21/8" Pr-ovido l2 bolt dl6mcter3 lpdclng betwe6n bolts and 5 bolt dlaflet€r! beturcen ccntenllno of bolt and edgo of concretc. I. Hoaded anchon studs (H.A.S, ) shaII be attached to structunal clencnts a! shobJn on plans wlth a r.rcldtng nachlnc approvcd by tho stud nanufacturcr ln accondanco uith the rranuf acturonrs uoldlng spcclflcatlon!. J. Furnlsh onc prlnt and one septa of shop and erection draulngs to thc structural Enqincer for revieu prlon to the fabricatlon af any sieel. K. Unlese otherr.riso shol,n on plans all column cap plate thicknesses shall bc equal to the thicknegr of thc bean flange that bears upon it. L. l/4' platc ureb stiffenerr shall bc providcd 1n aIl beams at all bearing locatlons and at all polnte uhere the bcan carrles a reactlon fron above. l-1. Roof deck shall be Vulcraft 1'5824 deck or approved cqual. N, l,lotal extcrlor studs shail bo Meial Stud Corp. 6/0 ES on approved oqual. O. Stcelurork r.rhich r^r i lI be concealcd by intcrion buildlng f lnlsh or ulll be l,n contact r.riih concncte need not be palnted. All other stcoluork shall bc given ono shop coat of ncd oxida zinc chromato palnt. Any shop paint on sunf6ces 6djaccnl to connect lons to bo ficld r^relded shall bc utre brushod to reduc. ihe oaint filn to a ninimun, Touch-up patnting is required on all steel aftor erec t i on. -1,'l00D- F]NISH CARPENTRY AND MILLWOR(: _STORE i1r00D AS REQUIRED T0 PREVENT DAMAGE AND MOISTUREABSORPTTON: OFF THE FL00R PROTECTED FROM l^'EATIIER PROTECTED FROM ALL SOURCES OF WATER NEATLY STACKED TO PREVENT WARPING STACKED WITH CROSSPIECES FOR VENTILATION SECURE FROM LEANING OR TOPPLINGIN CLEAN ENVIRONMENT FREE OF DUST _ADD PRESERVATIVE TREATMENT.OR BACKPRIMING TO WOOD THATWILL BE EXPOSED TO POTENTIAL ROT CONDITIONS. -INSTALL RUNNING TRIM IN MAXIMUM LENGTHS: DO NOT USE SHORT PIECES OR SPLIClNG: _PROTECT FINISH WORK FROM CONSTRUCTION DAMAGE. THERMAL & MOISTI'IIU PROTDCTION- BELOI.J-GRADE: -PRO\']DE BELOW-GRADE WATERPROOFING ON EXTENIOR FACE OP WALLS. _PROVIDE 2' RIGID INST!LATION BELOW SLAB AT PERIMETER FOUNDATTON WALLS. FLOOR SLAB: _PROVIDE 4" MINIMUM hIASHED GRAVEL FILL BELOW FLOOiI SLAB. -PROVID[ PERFORATED PERIMETER DRAIN TILES WITH FREE- DRAINING GRAVEL BELOW ELEVATION OF FLOOR SI,AB. INSULATI ON : -WALLS- R-19 KRAFT_FACED FIBERGLASS BATT ROOFS- R-38 KRAFT-FACED IIBERGLASS BATT_6 MIL POLYETHYLENE VAPOR BARRIER @EXTERI0R STUDS; "TTvEK" iIOUSEWRAp EXTERIOR SHEATHING. -PROVIDE 3-}'' SOUND ATTENUATION INDICATED 0N DRAI4IINGS. -PROVIDE FOAM INSULATION PADS BEHIND COVER PLATES OF ELECTRICAL BOXES INSTALLED IN EXTERIOR WALLS. SHEATH]NG: -SUBFLOORING_ 3/4'I C-D INT-APA 42/20 PLYWOOD. _hIALLS- 1/2" APA RATED S]IEATIIING - EXTERIOR GLUE SPAN RATING 32/16. 15# BUILDING PAPER WATERPROOI'ING _R00FS- 5/8" C-C EXT-APA 32/L6 PLYWOOD. ROOFING: -WESTILE ''BEAVER CREEK BLEND'' CONCRETE ROOF TILES. MEMBRANE WATERPROOFING: _PRIOR TO INSTALATION OF ROO}- TILES, RUN MEMBRANE 3FEET UP FROM ROOF EDGE AND 3 FEET ON EACH SIDE OFVALLEYS AND RIDGES. EXTEND 18 INCHES UP VERTIC/,L WALLS AND 18 INCHES DOWN ROOF AT ROOF TO WALL INTERSECTIONS. FLASHING : _ALL EXPOSED FLASHINGS TO BE COPPER. -COMPLY hIITH RECOMMENDATIONS OF LATEST EDITION OFARCHITECTURAL SHEET ]'lETAL MANUAL. _INSTALL FLASI{ING AT ROOF EDGES, V,\],L]]YS, ROOF TO hIALL INSULATTON. IN SULATI ON.INSIDE FACE OFOR EQUAL OVER BLANKETS IN I{ALLS AS TNTERSECTIONS, CHll'lNEYS AllD OTHER L0CATI0NS AS REQUITED GUTTERS & DO!'NSPOUTS: USE HANGERS AND STRAPS ADEQUATE IN SIZE AND SPACING To suPPoRT LoAnll. SUPPORT EVERY SEPARATE SECTION. CONSTRUCT GUTTERS I\'ITH POSITM SLOPES'_LAP JOINTS TO MATC'] DRAINAGE FLOW. PROVIDE JOINTS TO ALLOW MOVEMENT FOR EXPANSION AND eolttnlcttott. GUTTERS AND DOWNSPOUTS TO BE PRIMED AND PAINTED TO Mlrcu coloR oF ADJAcENT MATERTALS. SEALANTS : MATcHCoLoRoFADJACENTMATERIALS'SUBl"lITc0L0RFoR Tppnovlt USET\'IOCOMPONENTPOLYURETHANEATEXTERIORS'FOAM SEAIEIIT IT VOIDS IN EXTERIOR OPENINGS, SILICONE AT BATHTUBS AND SHOWERS, LATEX ACRYLlC AT INTERIORS. PROVlDE BACKING RODS AND BOND BREAKERS AS RECOMMENDED Ev uexurlcruRER. APPLY SEALANT AT JOINTS BETWEEN EXTERIOR DOOR AND IITHNOW FRAMES AND ROUGH FRAI"IING. FILL ALL VOIDS WITH FOAM SEALANT. APPLY SEALANT AT DOOR TIIRESHOLDS, JOINTS BETWEEN DrrFEnntt MATERTALS, ARoLTND LAVAToRTES, BATHTUBS AND SHOWERS. DOORS & WINDOWS- DOORS : PROVIDE DOORS AS SHOWN ON DRAWINGS AND DOOR SCHEDULE._GLAZING AS PER DOOR SCHEDULE. uenowrne--LocKSETS : PROVIDE LOCKSETS AS PER DOOR SCHEDULE._usE uesrER KEYS DURTNG coNSTRUCTToN._RE_KEY TO INDIVIDUAL LOCKS AND DELIVER KEYS AND Tnsrnucrr0NS T0 owNER t.trrH PERMANENT TAGS. HARDI{ARE--PLATES, DOOR STOPS AND HOLDERS: PROVIDE SOLID BLOCKING }'OR DOOR STOPS. irlINDOWS : WEATHER SHIELD ARCTIC LIHITE ALUMA TFT FRAMES AT ALL ITHOOWS EXCEPT AT STAIR TOl'lER WITII 1" INSULATED L01'l-E BRONZE GLAZING. CUSTOM WINDOW SYSTEM BY ARROW GLASS AT STAIR TOWER. -REFER TO SHEET A-8 FOR WINDOW SIZES. -S 1N GLE-GLAZI N G I N WOOD STOP S AT WI NDOI,IS BETWEEN EHTNY AND MASTER BATH. REFERENCE SHEET A-6. FIN I SHES- STUCCO: -LaHABRA OR FLEXI-ROCK WALL SYSTEM WITH 3/8" BASE C0AT ON 20 GA. WIRE NETTING. USE 2 LAYERS OF GRADE ''D'' BUILDING PAPER OVER PLY}TOOD SHrlrttrnc. TWO COAT ELASTOMERIC PAINT OR CEMENT FINISH COAT. -FINISII TEXTURE TO BE SELECT:D AND APPROVED BY OI'JNER. Itv _STUCCO TO }IATCII COLOR AS DESCRIBED BELOW IN PAINT SCHEDULE. _CO_ORDlNATE EXPANSION JO]NTS l4lITH STUCCO CONTRACTOR. INTERIOR GYPSUM IdALLBOARD: _5/8'' TYPE T ON EXTERIOR WALLS AND BEARING T'ALLS. ALL OTHER WALLS 5/B'' REGULAR. ROL'NDED CORNERS. -WALLS & CEILING IN ENTRY HALL AND MAIN FLOOR TO HAVE Tl{0 COAT VENEER PLASTER FINISH; R0UNDED C0RNERS; TEXTURE AS APPROVED BY OWNER. INSTALL CORNER BEAD AT ALL CORNERS: CASING BEAD AT TNrsnsncrrONS; orHER AccESSoETES As REqurRED. THOROUGHLY SEAL PENETRATIONS IN FIRE-RATED WALI,S SOFFITS : 1X6 V-GROOVE FIR SI DINd: 1X8 V_GROOVE FIR ON" GARAGE AND TRASH DOORS AND DECK Sronacs DooR. CERAMTC TILE: CERAMIC T]LE SUPPLIED BY OWNER; TNSTALLED BY G.C._TILE SC]IEDULE AND GROUT COLORS TO BE FURNISHED BY owt rn -INSTALL WONDER-BOARD, DUROCK BACKING BOARD WHERE TILE IS THINSRT. _SET LAYOUT' START POINTS TO ACHIEVE TILE PATTERNING THAT IS STMMETRICAL UNLESS SHOI{N OT}IERIIIISE ON DRAidINGS. FLOOR AND CEILING TILE MAY BE INSTALLED AT 45 DEGREElxclr To WALLS. DAIfP CURE ALL TILE INSTALLATIONS INCLUDlNG PORTLAND Crurnr cRours FoR 72 HoURS MTNTMUM. -REPLACE TILES THAT ARE CHIPPED, SCRATCHED, OR LOOSE. FLOORING: CARPET SUPPLIED BY OWNERI INSTALLED BY G.C._RESILlENT FLOORING- INSTALL SO THAT ALL PORTIONS ARE T,NTO TII ONE UNIFORM DIRECTION. DEX-O-TEX OR EQUAL WATERPROOF SEAMLESS FLOORING AND NNSN IT GARAGE AND TRASH AREA AND I"IASTER BEDROOM NORTH DECK. W,\TERPROOF CONCRETE AT OTHER DEC(S. _DENVER BRICK ''INCA RED FLASHED'' PAVERS, 1-1l8'' THICK Otl CO}ICRETE TOPPING ; 2-t" TITICK IN SAND BED. PAINT: EXTERIOR WOOD SURFACES TO RECEIVE EXTERIOR BASE PRIMEColr pi.us 2 coATS EXTERToR LATEx oR 2 coATS pENETRATTNG STAI N . LOCATION_ FASCIA, DECK RAILINGS, l{OOD DOOR AND hIINDOhI TRIM, DECORATIVE LOUVERS. PAINT- BENJAI'I1N MOORl] 1033 LOCATION- SOFFITS' PAINl- BENJAMIN MOORE 695 LOCATION- STUCCO PAINT- TEN.]AMIN MOORE 1O5B GAI,V. METAL TLASHINCS TO RECEIVE PRIME COAT PLUS 2 COATS SEMl-GLOSS ENAMEL INTERI OR G]P. BD. TO BE PBIMED THEN PAINTED WITH 2 eolts nl..rr LATUx ExcEpr 2 coATS sEMr-closs ENAMEL rN BATH. INTER]OR \'OOD TO BE WHITE-WASHED AND CLEAR SEALED. colon l'0 3E APPx0vxD 3Y oilNER. TEMPOIiARILY REMOVE OR MASK EXPOSED HARDWARE AND GLASS FHrN pln;TrNG. _REFER TO TlNTSII SCHEDULE FOR I{ALI, AND CEILINC TEXTUP.ES SPECI ALTl ES- SII ELV I }IC : INSTALL \fOOD RODS AND SI{ELVES IN CLOSETS. -SHEI-VES 16'' }EEP, EXCEPT' 8.' DEEP TOP SHELF.-12'I DIEP SHOE RACK AS.INDICATED ON DRAWINGS.-JOB BTIII I SHELVES TO BE PAINTED PLYWOOD OR PARTICLE Eo,tnu ilrrH ItARDtnlooD EDGE. REFER TO CABINET S}IOP DRAI^IINGS FOR BUILT-IN UNITS. louvnns AND vr.tirs: METAL LOUVERS , PRI},IED AND PAINTED. SUBMIT Sprctrtc,lTr0Ns r0 ARcttrrEcr F0R APPR0vAL. FIREPLACES AN! STOVES: I''IASONRY BOXES AT LIVING ROOM AND KITCHEN. GAS LOGS TO EE slt,rctEn. GAS T]RTPLACE ]N LlBRARY TO BE SELECTED. TOILET AND BATH ACCESSORIES: _SUPPLIED BY 01,{NER; INSTALLED BY GENERAL CONTRACTOR. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS. _TROVTON SOLID BLOCKING FOR ACCESSORY ATTACHMENT. EQUI PMENT- KTTCHEN. tsAR A}ID LAUNDRY APPL]ANCES: REFER TO SCHEDULE BY SUPPLIER._lRON-A-\'AY MODEL A-46 AS INDICATED ON DRAWINGS. FU RNI SH INGS _ BAR & BATH CABINETS: REFER TO ARCHITECTURAL DRAWINGS AND SHOP DRAWINGS FRO}I Supplrun. I,'INDOW TREATMENTS TO BE SUPPLIED AND INSTALLED BY OHN},R. SPECIAL CONSTRUCTION- STEAM BATU EQUIPMENT: STEAMIST MODEL SM_4TC GENERATOR. WHIRLFOOL SPAS: _8-PERSON FIBERGI,ASS HOT TUB TO BE SELECTED. CONVEYING SYSTEI-1S- ELEVATOR S : SEDGWICK ROPED HYDROLIC RESlDENTIAL ELEVATOR, 7OO FouNo cAPAcrrY, Tl{REE LANDrNcs. ACCESSORIES TO INCLUDE BRASS OPERATING PANEL, HANDRAIL EHN NNASS TONE ENAMEL PAINT GATE. MECIIANICAT,- PLTI]\1 BING FIXTURES AND TRIM: PLU}JBING FIXl'URllS SUPPLIED BY On"NER ; TNSTALLED BY G. C. I-E rE R To ATTAc rr ED plul't Br N G F r xru RE s cH EDULE F0 R SPECIF]CATIONS. SNOLI }IELTTNG; REFERENCIi MECIIANICAL DRAWINGS. HEATING AND V]:NTILATING: _REFEREN(]Ii I.{ECIIANICAL DRAWINGS. ELECTR I CAL WIRING: ELECTRICAI, CONTRACTOR RESPONSIBLE FOR LOAD CATCULATION ENU CTNCUlT LAYOUTS. CO-ORDINATE WITH MECHANICAL CONTRACTOR WIRING FOR ALL nrcnaurcaL EQUIPMENT. ELECTRICAL FlXTURES AND TRIM: REFER TO ELECTR]CAL FIXTURE SCIIEDULE. ELECTRTCAI, DEVICES: STANDARD TOGGI,I SWITCI]ES TYPlCAL l1llTH WHITE PLATES._LUTRON NOVA DI]'IMERS WHERE I}{DICATED._TTVTTOI{ DECORA DUPLEX RECEPTACLES WITH PLASTIC COVERS. ALARI.IS AND DETECTION SYSTEMS: BY Olr'NER: GENERAL CONTRACTOR T0 C00RDINATE 0THER TRaous rN TTMTNG oF ALAp.It TNSTALLATT0N. SIil EY SCHULTZ-ARCH ITCT,*. $tu\' Sidney Sd 141 EAST MEADOW DRIVE vArL, coLoRAo 81657 3031476-7890 August 21, 1990 l1r. Gary Murrain Town of Vail 0ffice of Comrnunity Developnent 75 South Frontage Road Vai1, C0 81657 RB: Anderson Residence Lot A, Anderson Subdivision 1175 Sandstone Drive Dear Gary, Regarding our conversat j-on yesterday afternoon, there are two kitchens in the above nentioned project. In the Snack Bar on the Lower Level we had planned on having a sink, undercounter refrigerator and nj.crowave oven. 1t has always been my understanding that a stove is required for a classification as a kitchen. During our discussion you said that a microwave in the Snack Bar would force t.his space to be designated as a kitchen. Therefore the microwave will be eliminated frorn the Snack Bar. To answer your concern about exposed pipes in the void under the Garage the General Contractor assures me that all pipes sub ject to freezing will be protected. If you have any further questions please give me a ca1l. cerely hultz MEMBEQ TTE AMEAICAN NSTITI,TE OF AJ?CFITEC;S 2l ,l{ay, 1990 APPEAL OT ADMINISTRATIVE DECISION REGARDING USE OF GAS LOGS ANDERSON RESIDENCE - 1175 Sandstone Drive Approximately one nonth ago a building pernlt was issued for the Anderson Residence. The Build j-ng Departnent was told during the permit review process that the Owner wished to have one wood burning fireplace and two fireplaces with gas burning 1og sets. Since Tovn ordinances currently a11ow only one fireplace capable of burning vood per dr+e11ing unit, the Building Department indicated that two of the three fireplaces shor+n must be gas appliances. At the Tovn Council work session on May 5, it was decided that no change to the ordinance would take place at this tirne. The general consensus vas that if to day someone vished to give up his right to burn wood entirely the Town would be willing to a1low a maxinum of two gas 1og sets per dvelling unit. The current ordinance a11ows one wood burning fireplace and a clean-burning wood stove per dwelling unit. In the case of the Anderson Residence, there were origlnally two 1ot s that wou 1d have alloved a rnaxj-mum of f our dwelling units. With the dor+n- zoning that occurred with this project there is st i11 the possibility of havJ-ng two dwe11i-ng units with a total of two wood burning fireplaces and two vood stoves. The appellant is requesting that he be granted the same pri-vi-1ege as others have who have installed gas 1og sets in their homes. He is villing to deed restrict the property as required, give the Town right of entry for inspections ' or any other reasonable condition that the Town considers appropriate. If this request is not granted the Anderson Residence will have the wood burning fireplace and wood stove that is al1owed. There is no question that there vi11 be less wood burning in the home and less pollution created if the tvo gas logs as proposed arej-nsta11ed. Aspen's resolution allowing gas logs is based on the facts that t'f ireplaces containing gas logs can po 11ut e less than certified stoves, and . . . nany people would prefer a gas 1og- containing fireplace to a certified stove, and whereas even though gas 1og-containing fj-replaces may be used to burn r+ood, the risk of citizens doing that is balanced by the desire of the city to a11ow devices that most residents and visitors will use proper1y. .. " If it is the intent of the Town to encourage the use of gas rather than wood, then this appeal should be granted. CXu4, for Todger A nderson o .\| ._ t \ \ \ I lnwn o Applicant Applicant Company Company: Phone: Representative: l|flI 75 soulh lrontage road vail. colorado 81657 (303) 479-2138 or 479-2139 SPECIAL CONSTRUCTION REQUEST 4 '#(? ?ru/rr,Aot'- Specific Request and Rationale:D:/- i""/</.ar. 2 lz'-s..2/.nu_ 0. 4, 'sL./.n"./r)r' ,u'// /eor'< lo/f "{trr//Sltccf e lear c- prasta(e I/h*f4c eo r/ro / Requested Date(s) /Times :Vo Applicant Signature: *Please return completed form to the Building Department. Name /Position Brds. Permit # 4304 ofllce of communlly developmenl 12/ti,t5ec /1 e- lls,so c . Town of Vail Approvals: Community Development : Police Department: Fire Department: Public Works: Date: 444e *l''l '9c ,ti-t? -?c/ Ll4 /?o boyle englneerlng, Inc. 143 e. meodow dr, sutte 390 crossroods shopping center voll, colorodo 81657 303t476-2170 ailI lFof,V 4 bY o ?rc (. FocY {vIvEF- 4rktY4 4 rEW+g? 5Ee €zq, I * +o L+tt qo , l.tr1-+ fl til' 'r%ni, otr boyle englnesrlng, Inc. 143 e. meodow dr. sulte 390 crossroods shopplng center voil, colorodo 81657 3O3/476-2170 { ?.Lf fl%1 Joftf'LJlfH '/rui xbV;t fo 'trJrLL v,p, o lb"oc,, sx N f0 6fh'l ;,y x; bF e hKf 161 QVCF f F rf I Nq, ?LA N AN rlL ?5otl g,s | ?eN 6L to tTFtv nqo $; /+'l-l-) /50 b J,1*F['s- 14 a.e avrrrr\ {lua *ilp- o T[< ('o bo^ r''ifl b. Yernou<e,( 7l< nrctrt- ,rt;// be .s{-"oo "^"& I\" A^ry., &.&t). tftr /\ou.!.. I f '^ \hls ytietrL- ,^rl J,[ b.- h VeN,o't casfi^5s 6l'oe- &e <,n-t ehJ &. spee-iQr'<-a.$ia w.3, lo ta- tl'vt oilL!' f \ \4tm lo-'v to ba. (e-'vnat L,ruBrioll {'o b" nr^ou"X, y' rl"rsd'/" frt. ia.p b-^e- r€d,<at I , %/q" 4{(/u"F, I-v .--..--.' trtA$oi, Intrepid II he lntrepid II is a unique stove built to meet a unique set of requirements. The smallest stove in the Vermont Castings line, it is not often used to I I lheat an entire house, or to serve as a primary source of heat. Rather, it is built for the individual with more specific heating ambitions in mind.| /) '..i-..' - / ":q': -../'/l/.J \// ,., rr CONTACT YOUR LOCAL BUILDING INSPECTOR OR FIRE Id.{RSHALL ABOUT RESTRICTIONS AND INSTALLATION INSPECTION REQUIREIT{ENTS IN YOUR AREA. You may wish to heat a single room, perhaps a den or living room where the family gathers during the evening. or a new addition to the house. Maybe you only rvant to enjoy the uarmth of a fire in the evenings or on special occasions, rather than around the clock. Another possibiliry is vou want a secondary heat source to help warm your house on the coldest of nights. Your requirements call for something other than the large capaci- ty heaters that our other models are intended to be. If cutting, splitting, and storing a lot of wood is not in your plans this year, you should take a close look ar the lntrepid II. k will give you the same oleasures vou would derive from any Vermont Castings stove- warmth, atmosphere, fire viewing, ,and beauty, but in a size more appropiiate to your neeos. Furniture Beautv and Quality The Intrepid II is much more than a stove. Designed with the same painstaking care as the larger Vermont Castings models, it is an exquisitely beautiful oiece of fumiture. Gracefullv arched doors, a fanlight, clean lines, and softlv rounded edges, trademark architecrural elements of all Vermont Castings sto!€s, are featured in the cabinet of the Intrepid. Each feature has been kept in perfect proportional balance, so that despite its reduced size, the Intrepid retains the full visual ap- peal of the larger Vermont Castings models. In fact, its reduced dimensions will fit even better in many settings where other stoves might app€ar too oomlnant. Built for Clean and Efficient Burning You mieht think there would be a lesser s6ndard of performance for a stove of the Intrepid's srze. After all, heating expectations are not as great as they u,ould be for a larger model. Nevertheless, Vermont Castings believes that every stove, regardless of size, should be capable of clean and effi- cient combustion, comparable to the performance of its larger models. As a result, you *'ill find a virtually identical combustion system in place in the In- trepid as is used in the powerful De- fiant Encore. The Intrepid II is an up- dated version of the popular Intrepid I, now including all the latest advances in woodburning technology at the hands of Vermont Castings' engineers. Preheated combustion air is used to The srnallest stove in the Venwnt Castings lirc, thr Innepid II is dcsigned. m heat one or two toctnrs. provide highly efficient burning within the Intrepid's firebox. Most stoves in- troduce cool air to the fire. While cool air will maintain combustion, it reduces its temperatLlre, resulting in a less complete, less efficient burn. In the Intreoid. combustion air is drau'n through a pair of heating tubes beneath the grate before it enters the 6rebox. The air is oreheated within these tubes, so thai it will have reach- ed the correct temperature for efficient burning when it reaches the fire. Once the fuel is burned, the smokey gases given off by combustion pass to a secondary chamber. These gases con- tain as much as one-half of the poten- tial heat in your wood, and yet most stoves waste virtually all of this heat because they are unable to burn the gases. The reason is that typical stoves do not generate sufficiently high tempeftrtures to ignite these by-products oI combusnon. The Intreoid lI combines rwo technologies to induce wood smoke to burn. First, it enters a re6actory lined chamber. The refractory lining, an rn- sulator designed for use in space ex- ploration, prevents heat from escaping, so that the high temperatures needed to burn smoke are maintained. Second- ly, the smokey gases pass through a catalwic combustor, a honeycombed device designed to reduce their kindl- ing temp€rature. The result is that the smoke's kindling point is reduced at the same time as its temoerature is be- ing raised. Instead of exiiing the stove unburned, these gases are able to ig- nite, releasing up to one-half more energy than does a fire in an oldinary stove, lncreased efftciency isn't the only benefit of secondary burning of gases, Most of the pollutants given off by an ordinary stove are also consumed in the secondarv fire. The Intreoid 1l is one of the clianest, most poilution free stoves ever designed. Even more impor- tantly, most of the creosote given off by the wood is burned while still a gas. There is little left to condense in- side your chimney and possibly lead to a chimnev fire. The Intreoid II is also one of the safest woodbuming stoves ever built. Automatic Thermostat For Precise Heating The Intepid II has an automatic ther- mostat which regulates heat output. You simplv set the thermostat to the b desired level, and it does the resr. By adjusting rhe amount of primary air receired by the fire, it can adjust.om- bustion rates as needed to marnraln level heat output. So, should ,vou switch from a soft to a hard wood in the middle of a frre, -vou worit have to figure out new air settings to keep the temperature level. The Intrepid will do that for you. Of course, should you wish to increar or decrease the temperature, you can do that too, by simplv turning the thermostat to the appropriate new setting. The secondary air source, which feeds {iesh air to the secondary chamber and catalyst, is also monitored bv a ther- mostat. This thermostat, preset at the foundrv, reads internal combustion temperatures to determine the pKrlxr mix of secondary air. Quick and Clean Ash Handling The Intrepid lI has an ashbin u,ith slide-out drarver for easy ash handling. Most ashes fall by themselves to the ash drawer through slotted openings in the stove's grate. A slicer.poker is pro- vided to encourage remaining ashes to fall through the grate. The same tool then hooks to the drarver to oull it out for easv cleaning. The system'allous you to quickly and neatly remor.'e the ashes, even while the stove is bcing used. Once the ashes have be.,t removed, just slide the drarver back in place. Under normal conditions, it will be another two or three davs before vou need to clean them out agaln. Clear Fire Viewing The lntrepid lI gives vou tw-o ways to watch the flames. Each offers a clear view of the fire. The 6rst is through its clean glass win- dow. The Intrepid employs double-glass and air rvash bystems to keep its uin- dows fiee of the deposits that cloud most STOVC u'indows. A d,ecoruti,ue Vanning Shell lor the Inueprd, Il prct'ides a hardl spot ro keep dishes warm, or to mooLe a kettle when np loaiing with wood. Tu'o panes of glass, with air trapped between them, fi.rnction like the ther- mal windows you may have in your home. By insulating the inner glass fiom the cool air rvhich touches the outer glass, smoke condcnsation rs greatly reduccd. Next an air wash svstem keeps smoke away {iom thc glass. Primary combus- tion air enters the firebox through openings just below thc rvindou'. This stream of preheated air keeps the glass \r'arm to prevent condensation, while pushing the smoke away fiom tbe win- dow'. Finally, a pair of andirons hold the fuel ar'"av from the glass, so that it will not interfere u,ith the air u,ash. The combination of these features assures that you will get a clear view of the fire all of the timc. The second method of 6re viewing of- fcred by the Intrcpid is that of an open fireplace. The Intrcpid's doors can be opened, or even quickly removed, for an open view of the fire. It gives you the warm atmosphere of a tradi- tional fireplace. A firescreen is provided so that you can safelv cnjoy -vour opcrr fireplace. Easy l.oading from Top or Front Loading could not be casier than it is rvith the lntrepid. \\,bod can be loaded from the top or front. Top loading is especially easy, since logs can be dropped in place. Top loading also enables you to fill the stove right to the top for longer burn times per load. lf you prefer, you may alsc, load from the fibnt, and this too rvill be easv because the doors are wide. Griddle Top for Stove Cooking The lntrepid has a large cooking grid- dle. lts smooth surface can be used for cooking, or for placement of a pot, kettle, or steamer Even if vou don't plan much stove top cooking, the use of a kettle or steamer will add comfor- table moisturc ro dry winter air. Available in Ti"aditional Black and Porcelain Enamel Colors The Intrepid II is available in tradi- tional black and five porcelain enamel .olors. Each has its oun disrinctive personalitv. The cast-iron black will ap- peal to traditionalists, or anyone who truly appreciates the look of stoves of old. It is a finish that goes back nearly trvo hundred years. The porcelain enamel finishes add a new dimension of beauty to the cast- iron srove. Poreelain enamel comcs in fir'e colors: sand, midnight, red, blue, and antique brorvn. The enamel used on Vermont Castings stoves has a unique brilliance that outshines the standard enamels you may have seen on other stoves. You will find felv pieces of li-rrniture which can compare to a Vermont Castings porcelairr enamel stove for elegance and beautv. a frr0 Stove lntrepid II Maximum Fuel Size Maximum Burn Timd 6 hrs. 500-1,000 sq. ft. 5, 7r10,18,3Ctr BTU,,hr. 24,000 BTU/hr. Top \tnt 25" turth upt.onal.hort legsr' "|b? a;; i':Back Vint 20" Depth (leq to leg) 225 lbs. 6" round tevecible) Efficiency Ratingr i7.9% 1.0 grams/hr Installation and Decorative Accessories Heisht Reducing Short lrgs Height Reducing Plinth Clearance Reduction Heat Shields Outside Air Duct Warming Shelf L-7r v," ---J| -' '_ | llYt" --j I Maximum bum times and heat outouts are bas. ed on laboratory tesring using full loa& of searn- ed hanCuoods. and mav varv in indi!'idual use depending on how the stove is operated, q'pe and moisrure content of fuels, and other hctors N{ax- imum bum times are achieved under different operating condirions than are maximum heat out- puts. Average heating capaciq is baseJ on opera- tion in building<ode conforming homes under tlpical winter climate conditions in New England" lf your home is non-standald construction (e.g., unusually well-insulated, not insulated, built underground, etc) or if 1ou live in a more severe ot more tempemte climate, these figures may not app\', Since so many variables affect store sizing, comult your Vermont Castings Authorized Dealer to determine which model is right for vour home ? Based on EPA cmrssrons .tandard resting. I Based on state of Oregon testing standanCs. r N'linimum allowable clearances to combustible materials These cleamnces mav be reduced by ad- dinp heat shields or uall orotectors. Thz gracefulLy archtd doon, fanltght, clean lines, and, softly rounded edges leatured in the cabinet of the Intreptd II mal'"e it a beautilul piece ol fumiture. I I I I 25" Top Exrr I ,t .q &*"zffil Flue Back-10" Side-24" 16" The Intrepid II Specifications The Inrrepid II is a stove o[ F.rrniture quality and b*uty built to heat one or two rooms. It accepts logs up to 16" long and will hold a fire as long as 6 hours. The dimensions are 217c " rvide x 25" high (24" rvirh rear flue exit) x Z2Vz" deep. lt r.veighs 225 lbs. The ln- ffepid II has a 6" round flue collar, reversible for either top or back ven- ting. Available in cast-iron black and five enamel finishes. EPA, Oregon, and Colorado certified. Average efficiency ratins ?7 .9o/o. 1303 Classic Black lntrepid I Sand Enamel lntrepid I Midnight Enamel lntepid ll Weight t22l Red Enamel lntrepid Il Bh..re Enamel lntrepid ll ,A,ntique Brown Enamel lntrepid [l : ry::ry H:'lT Gr:ly Pange of Heat Ourputl t*irh optio,,,L o'..t, '3't Y'l '.25Eack Venr-2t!4" 1223 Clearances 200-1085 z4ol)" zo'.blo"--T boyle englneerlng, Inc. 143 e. meodow dr. sulte 390 crossroods shopplng center voil, colorodo 81657 3O31476-2170lrrr toP--1tz'4 I Ioil't 6 -11/o :i,x | -X^ 1of =,1fi'2" 6:i'\ o tr l-l-^-ta)\ t\,/,/ttltttte + \.1 .fotJ'Ofl'-4" :_:.- | $ ,srr_T:N s fn .M - $(\ _\ -l \r :s o- *l l-<f :.- lrl tl,1 tI€( ,l \\\0 ui.q'qt'l __l -l I I"A-- 1a! a" QtsP ls tllj..$o 0" ltl?-o \ort' I l1'''"t' I|\-t*_uta I l-lo ilt t4''t-b'-1 5wre . I:+ t't^l til,lo'-ta lopzl6.2 F -lY-.r I -rl I lrl lo. t FL\FT\'T PE'Y l7h FzUNtz,r-f trN /4"1J Al+7"?5aN FVSI PEN CL 910lo hTFtU 4to4E Typ, glo\t Leva|f - xe+voflal] $ boyle englne€rlng, Inc. 143 e. meodo^/ dr. sulte 390 crosroods shopping center voil, colorodo 81657 303t47&2170 ltlg*F tI*r% *4a I *q ote * a o lbt'o-ca &4 olzt' a!. aC rl'o6- rl C) ln b,q t4 tF[, rqt-ztl &b a{r, +'+?w rEFMneP D?nl+ fa ?A1V\4*T 2" 7+"'l'-oofio FFFLtlloWl o n @ fuv1 .(t?5I dot+r "l ,4'& >, hht' 8, .f>, o boyle englneerlng. Inc. 143 e. meodo,v dr. sutte 390 crossroods shopplng center voil. colorodo 81657 303t4762170 - AHve?+otl ?zst?6T+CEto hrgtu 141 o lr"+h'b-@4to.o. ,1., Ob-11/o zlo6 artT, to? h boII. +lrto lLtta.o- d"yu" 2 rcJ,2vlL IHP.WT V lP+1 f-odF n - rrttpJo'r bvooPllq 57A096 . rl#a o 1"o-o. @oflxa9. tl - 5Ef- 1W1, f. ?7otto f. at' I lor I"1ttl V;' Lv(ht-lslo$, b', 5wp i t4P1t o tr. r-L l@ o boyle englneerlng, Inc. 143 e. meodow dr. sutfe 390 crossroods shopplng center voll, colorodo 81657 rr Irt I3O3t476-217%4_._ /r"& P,,b' O 2'a?. h Vprtal'6Eo rL Flt.&q oofif, Io? * 9ar1, !"'t vrfr{stt| HATI L 6" 4L1^b ---., 4tt a(FveL J'Jl t"h b\r vkqt e4 4 g'.;' I rl--'{ 4 OlO"e?. ql-tt" or- lyt-letl ,4+. | 2"'-o * +e r@t'oo I 0-i-1r"tap,fi / ,)e t+ L@l 2 E l'u.t o rl lllap lh.alfr-l 1zFtstfr- €6e 48L1. b. . /e N Pb6l? L'lr'E- to br?t> 111 0 st, 75 soulh trontege road vall, colorado 81657 (303) 479-2138 (303) 479-2139 Ftt t cUP y August 10, 1990 Mr. Todger Anderson 6 South Lane Englewood, CO 80110 RE: Lots L&2, Block B, Lionsridge rilinq 4' LL75 Sandstone Drive Dear Mr. Anderson, It has come to the attention of the community Development Department that the project listed above now has excavated space be-neath the garage ttrit -will cr"ate a GRFA problen if this area is enclosed. It sirould be noted that this area was approved as unexcavated on the building pernit. If this space were enclosed, it would not meet the d6flnition of crawlspace under Section 18.14.L30 of the Town of Vail Municipal code due to the excavation and would therefore be considered GRFA. In order to avoid a GRFA violation, the staff wiII require the following changes to the approved building pennit: 1.Two pernanant openings be put in the south facing wall below th; bay lrindons of the-garagL as indicated in the drawings by Sidney Schultz on August l'0' I99o, 2. Thlt the proposed lattice have openings of no less than 1 sq. ft. t 3.- Restrictions be placed on the title for the propelt_y that will allow inspecti6n of the area at any tiure by the OfJice of conmunity Developnent and wiII perrnanently restrict the area as unhablitable Space open to the outside as indicated on Sidney Schultz's plans dated August 10, 1990t In addition, the following work must be completed to meet the concern of the guilding Departrnent: otfice ol community development 1. Backfill area to the south of the supporting mernbers whlch has been excavated. This work must be conpleted and approved by the Office of Conrlunity Development before any further inspecti-ons_ will be scheduled. In additibn, the owner nrist subnit a notarized statement aggreeing to the above conditions by Monday August 13' 1990 5:oo pn' Should you Sincerely, shelly MelIo Town Planner CC: Sidney Schultz LarrY EskwithKristan Pritz have any questions please contact me at 479-2L38' l.os ' " r1t\,1. il ddl- il-rr:; i : ' '-rl_1 rl -i : tl,_lF, l a E',i, Lf El lr; T ']EEFIr1,: If{,:. '''FIL, f Lr.-.I I Boyic EngrnscrinC' Inc. .i i3 Eart l'lcaCcr.i 0rrve,, 5r.rr te 390 Varl, Colcrade 81657 3Q7r 4?6-2170 FA\ \'.. : .;-, :.y!riOrn iinrr:f la:l 6r.rldrng Dept. i 5. s.c'nt6ge Ro6d t cst . a: ; . i::.1 crodo 8.1657 Date.August 23, 1990 ---:: j ha,: 'e'ierec :-: desr3n ct '': .-esiCence. I ha.e :pes.lf :cd.. " ". !t€ft i r^ o,:,r tnc '.he ..,ehtCJlir BEST IMAGE POSSIBLE :ase Re;:.; Ir] ]'j,: Rs;.7 Rcq'd iht#t- !,, :or.srdered the :ne.::,e- : ' '--e're ::ppinE t9- Craphrsr Slue' I aE:':e L; i. -", ;1- ' -:i e r i-. r-,+ rri.i |r-,: .,1 -.. r - : e l,:,.:. . lie cont-act:l- Lr-lir.l: e,er. sl..l" '::: :; l' e|-i; : create d Detter b:-J :el-:e,' : ',.: ;.-:1 f-.Dort, the tnr..,st hl;:t:n! 5*i ibi i' . ., 17 af .s Cei:nrtelr iCe3: ii -:€ r.iEl.€,:. r': jrlsr,s tc tne fo"rlat ri- rd il r-::e' -.:l . i rrril rrs,:re t\c't thc conlaccic' e-irre. '.: aa ' A35 'rl;'r.lng anchcr: 0 2' c.:. I li;r-C i: r ! e. r'1F..il'.,t le retrof rt dc.le:f tr.:6 1-e ':.,- .j ii-r. .-, tre ccncretc topprng 9:nce, 6s ; sra!ei .'l:.' '-.::5t-, tc cbta!n tte d:aphrct strerg,th re!.r.t":1 - !^.dLle hardshrg on the contractor a{ thrs:ir-: - ycu ir:vc dny qJet" irs rcAa-Crn: t|rl' '::.'':'- .:'-! .i ' i J,tli lf -i /tt /')2&-i'. l-t !cr,.rltz l.rsoclctes 80YLE EN-r i tr Tlnothy l"l . Prcsldcnt .'\ oI geodesqn October 24, l99l Ms. Shelly Mello Community Development Dcpt. Town of Vail 75 South Frontagc Rd. Vail, Colorado 81657 Re: Anderson Residence, 1175 Sandstone Drive, Vail Dear Shelly: At your rcquest,I am w riting on bchalf of my clie nts, Mr. and I\{rs. Todger Anderson, to clari fy their intentions on landscarre liqhtine. As I understantl ii, all other aspects oI thr: revised (as- buiit) !andscape plan submitted to you on 9li6l91 mret with the staff's approval. The owners plan to install 12 landscape uplights on thcir large doublc lot. All of these lights will be linc voltagc (110V), medium-size (maximum 7-5 watt floods or spots) "Night Magic" fixtures by Lightolicr. All of them rvill be installed at ground lcvcl undcr trces and aimed upward, toward the house and away from neighbors. There will be no pathlights and no lights in trees. The visual impact of f ixtures this smallsprcad out ovc r a large sitc sh ou ld be minimal. Four of the 12 lights will bc on lhc west sidc of thc housc. Three of these rvill be at the edgc of the lower west lawn t<' spotlight three lurg:e asDen ncar thc ouldoor spa. The fourth will spotlight a very largc aspcn at thc cdgc of thc :rppcr deck just bclow thc garage wall. None of these will be visible from thc strcct Icvel immediatcly abovc, and thcrc is a thick screen of conifers bctween thc Andcrsons '-rnd the neighbriring house bel<lw and to the west. The remaining cight fixturcs will be on the east sidc of the house. Threc of these will bc in a grove of aspen and boulders next to the upper stairway landing; two more will illuminate large aspen 30 fcet or more downhill, whcre they will also give nccdecl lbut indirect) light at the steps. The other three will bc in an area conrplctely encloscd by thc stairway, where they will be visible only from the housc. The owners feel the number of fixtures is appropriatc hccausc of the sizc of the site and thc amount of landscaping and becausc only minimal ligh t is available f rom w all-mounted fixtures already instirlled Furlhermore. therc is allcadv a considcrahlc amount of ambient night- lighting in the neighborhood. The owners wish to complete the installation of the lighting within thc next few weeks and then to apply for thcir certificate of occupancy. Please let me know if you rcquire any further information before making a dccision on this application. Sin ccre lv. lil,vn4T)aruaa/- She rry D orrv a rd 'f od ge r An d e rson Mike Sicimle, Bcck and Ass<.rci:rtcs Richard Matthews, Matthervs and Assoc. Landscaping c c: ' r., illl,r iil)i i1r'rt( i iL .',l.)tl r' I l, l oon' _geodesq n {' September 16, 1991 .,/--.\. Mst Shellv Mcllo .,. -<--Town of Vail Community 75 South Frontagc Road Vail, Coloratlo 81657 Development Departnrent Re: Anderson Residence, 1175 Sandstone Drivc, \:ail Dear Shelly: I am enclosing fcr your rcvicrv three blucprints of thc f inirl drawing of tl,c lands,:cpc a[ Lhe Anderson residence, rvhich I understand is needed bcfore the owneis can obtain a f irial cerl.ificate of occupancy. This drawing. dated 9116/91.. ro ,Jcts all changcs madr ir' thc plan since its approval by Design Review Board on April 4, 1991 and shows the plant matcrial species and quanl"itics that have actuall"v bscn installed. ln adclition, it indicates wherc thc Andersons are planning to install landscape lighting, rvhich was not shown on the 4,'419.1 drawing. (A copy of thc 4 419'l plan is also enclosed for comparison.) Wc are asking for staf f approval of the changes that are summarized below: l. Outdoor Lighting: The orvners plan to install l2landscape upiights on thc largc doublc lot: 4 on thc lower west iirle oI thc house, lJ tn thc upper casl sidc and 5 rin rhe loruer elst side (c'f which 3 of these are in an arca cnciorcd tiv thc stlirrval', ivhere they rvould bc visibic only- f rr;nr thc housc). All lights:rrc linc voltagc (110V) mctliunr-sizc (rlax 75W1 '\igirt lviagic" spr-rts by Lightolicr. All fixtules arc ro be ir:stailcd et grour.rd lcrel undcr trces and aimerl upward, toward the ht-rusc and away lrorrr Sandstrlirr: I)rivc. '['licrc arc no palhlights anci no liqhts in trecs. 'f he ()wners fecl thc rrumLrer of IixLurcs is;rppropriarc irc,:alsc of thc size of the site and the amounl of landscapin.c, and bccar:s.: or:ly minirnul light is avi il:rble f roni wall-ntortnt"cd fixtu res alre:r d y inst alle d. 2. Landscapr: Dcsign: 'fhe prirnary concc[rt-ual changc in lht: overall plan is thc cxpansion ol the arca plau(ed iu trc.es and sL,'ubs. Tha 41419l plar shorveJ most of thc planting bcds relatively close to the terraccs and thc housc. Howcvcr! lrrorc trccs have been planted iowartl the east and south corncrs of the property l.o scrcerl liervs of ncighboring h<;rrsgs rvithoul blocking views r-rut. Areas in sod, rrativc seed, and pcrcnnials are virtuallv thc samc as bcforc. 3, On-grade Terraces: Cost consiclerations huvc led thc owners to eliminate lowcr-levcl pavcd terraces shown in the 4/419'l plan. although I hese will in all tikelihood be const ructcd at a late'r date. For thc present, thesc areas h ave been soddcd. Also. teiracss at intcrrncdiatc lcvcls of thc stairway on the east side have be':n 1,..f t in qravui; tirc owne;s arrlicipate that r.hcy wiil evcntually be pavcd in concreie i)r st.onc. 4. Spa Location: For greater privacy an<l to takt. aCvantagc of far bctter views out, the spa has been moved to the lower west side of the housc, rvher.' ii is conrpletcly screened from thc neighbors' vicw. ()n the4l4l9l plan, thc spa was sho$'n on a tcrracc sast of the house. ,i i) tj 'lrrr':rfl'l trr rr.liirti \j; I i rt i.I l:1, li t t,l 1 l: ;l )fl Mello for DRB, 9/16/9L, page 2 5. Plant Material Quantities: Many more aspen have bcen planted than were approved; to compensate for the additional cost, about 257o f.ewer shrubs and perennials have been planted. A comparison of approved and actual numbers is as follows: Cotton wood s Sch u bert Chokecherry Aspe n Aspen,3-l12" cal. Aspen, 4" cal. Total Deciduous Trees Conifers, 8'to L2' Total Shrubs 7 al 3" cal. 0 32 (2-Ll2 to 3") 8 5{t t7 2r0 in 4l4l9l plat anoroved by DRB 9lL6l9r as-built nlan 5 at 3 l/2" cal. 2 (3',) 53 (2.o 2-r/2',) 24 ! 8il z-t 151 As so often happens in the installation of a landscape plan, plant materials on this site were moved around in the field as their impact upon views became clearer. But the overall design intent has been maintained and the quantities of trees originally committed to by the owners have been exceeded. Please let me know if there are any questions with the final plan. Sincerelv. Todger Anderson, owner Richard Matthews, landscape cont ractor Mike Steimle, project manager for general Sidney Schultz, a rchitect contractor, Beck and Associates Sherry fll iI'r'y' )Ori'ritrri aJSla lanOSCil!)€l araih tect box 3/66 vdr t,t,rLLrratdo 81 658 303 4/6 9537 .i, [ ',, 1l . i t' l'. ffifi + ,r t" il+ illi t,.l y{rri t , '.,t i r -. ! ,rdlt s:r t :q! rill ,r r.l i{f;t I rir ll *l390 Rcsrdelce sitc.,e R['rv I dracc 'l rlr 'l,1,, I i Date, Subject ' frrl c,o n S, I Niv||Jr, !"1s'| ' ,f' {,, I 'h\r iil rrf I d,- : :, lv-r: tlr,-., lll I tllii ltf i trha tnc'srnal l if,d{-: 1"i,'it' l: 'lt' 'J" ii r, [], ,li'l,i J I a uret e'11 ihat th dFF.Cve g ,t hr s I I raue rev!eircd t, n3 pc{,. . Bas lcal I €; :t: 93er€ a.ea9. i rl ri:i{ lL; nglh ,:f :atc foot roi I :l.iJ: t ron, tr rf you havc any q ton5 BEST IMAGE POSSIBLE hl I NEEP { 1r,t t I lr t' ll iti,rll '+I'lf{,l',1 rn.. ri t\ll "11I ,ft ||,f l ' ll,iI . :l I ; '1.l I t {i. t' ,{lt ti i t I t h i i !t 1l$ r r $R. a[tr I'r )l;il F, f{,1 n.p ]t -- l,:cnu{rr A s: cqli.rt' ,il 'll ,,1'll l!+ \i I {l,rr ,:' I ItI,Itt I 1Iri .i,,i l ii t, i, r ,tf *i tlli til lrl I { I ,|l ,*t, q tt h !'*l '1I t ,1,,l'" lilrotly l'l . Boylc, Pepiy Req'd Profect Appllcatlon Proiect Name: -." Proiect Description: Conlact Person and Phone Owner, Address and Phone: Architect, Address and Phone: etocr I , riting P15. Design Review Board Motion by: Seconded by: APPROVAL DISAPPBOVAL fl s,"rt Approval n --- \\ af5,n WED THUR FRI CTION TOWN OF REOUEST VAIL '{tF.. INSPE l'Vo o, @READY FOR LOCATION: INSPECTION: BUILDING: / srEEL F"tr"-''{>- PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. O ROUGH / WATER FOOTINGS tr FOUNDATI D FRAMING ON / STEEL D tr tr tr ROOF & SHEER PLYWOOD NAILING O GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL tr tr tr FINAL tr FINAL ELEGTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr tr CONDUIT tr SUPPLY AIR tr FINAL tr FINAL dqppnoveo tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: DATE <- ,/ - fu INSPECTOR PERMIT NUMBER OF PROJECT TOWN OF VAIL' oor.\-\=A JoB NAME READY FOR LOCATION: CALLER PECTION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEE- tr FRAMING - ROOF & SHEER " PLYWooD NAILTNG D GAS PIPING tr INSULATION tr SHEETROCK tr POOL / H. TUB NAIL /i,*o. tr tr FINAL TLECTRICAL: O TEMP. POWER MECHANICAL: tr HEATING tr ROUGH - EI EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL tr FINAL tr APPROVED VED Y' RETNSPECTTON REOUTRED CORRECTIONS: oo-r, 1-to-1 | rNSPEcroR niFs,* PERMIT NUMBER OF' PROJECT INSPECTION REQUEST- TOWN OF VAIS e CALLER TUES oo-,. 5h\lqO JoB NAME READY FOR LOCATION: INSPECTION:MON BUILDING: PLUMBING: tr FOOTINGS / STEEL tr UNDERGROUND tr FOUNDATION / STEEL tr ROUGH / D.W.V. E FRAMING tr ROUGH / WATER .' l99l^&-sl.qFn...^ tr cAS PTPTNG" PLYWOOD NAILING r-1 rNsr I aTloN n Poot /H TllB tr SHEETROCK NAIL tr / | l-,1-d \hlltll\,/ f-r ' tr FINAL tr FINAL ELECTRICAL: MEGHANICAL: tr TEMP. POWER O HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR - nn tr FINAL tr FINAL F({PPRovED O DISAPPROVED tr BEINSPECTION REQUIRED CORRECTIONS: oor,- {*//-t( t rNsPEcroR niFis-" rt PERMIT NU OF PROJECT INSPECTIONTOWN OF THUR FRI REQUESTVAlf r DATE / r -b\lcr-E} READY FOB LOCATION: YP Ineenoveo O DISAPPROVED O REINSPECTION REQUIRED BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND O ROUGH / D.W.V. tr ROUGH / WATER OUNDATION / STEEL ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION POOL / H. TUB tr SHEETROCK NAIL tr FINAL MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS o coNoutr tr SUPPLY AIR CORRECTI ,or.. {*/ -f., rNSpEcroR Pdftsxor INSPECTION REQUEST- TOWN OF VAII . tr REINSPECTION REQUIREDp+eenoveo GORRECTIONS: tr DISAPPROVED PECTIOREADY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PLUTTIBING: tr UNDERGROUND UNDATIoN / STEEL -Q4..7_ O, c( tr ROUGH / D.W.V. tr ROUGH / WATER PLYWOOD NAILING tr GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL tr FINAL tr FINAL tr tr tr tr tr HEATING tr EXHAUST HOODS tr SUPPLY AIR 5- z ?-goDATE INSPECTOR ' "q3Da IT NUMBELl F. INSPECTION REOUEST TOWN OF VAIO r THUR FRI ^-lrs\-.l PERM DATE CT JOB R OF PROJE CALLER RqADY FoR LobATIoN: INSPECTION:TUES WED \"-n-p \ APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED CORRECT oor= 4-{-?c) rNsPEcroR INSPECTION REOUEST TOWN OF CALLER READY FOR LOCATION: BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATEB tr FOUNDATION / STEEL tr FRAMING r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER' MECHANICAL: tr ROUGH ' I tr CONDUIT tr SUPPLY AIR tr FINAL tr FINAL )EQAPPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED INSPECTOR niftssop it. .t JOB NAME READY FoR- |NSPECIoN: MoN ruES wED (t*)'i-Fry/ I ,\,1-= (-;\ PM Hlc,?INSPECTION REQUESTTOWN C)F VAll3 rPERMIT NUM b DATE ER OF PROJECT CALLER r.'rli.. \ tr DISAPPROVED D REINSPECTION REOUIREDPPROVED :QORRECTIO 'f,fr_ TOWN OF VAII: BUILDING: D FOOTINGS / STEEL PLUMBING: O UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER @Ur'ron{loy*fBEl-- f] FRAMING n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING D INSULATION CI POOL./ H. TUB tr SHEETROCK NAIL FINAL ELECTRICAL: : I MECHANICAL: ! tr TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS - tr SUPPLY AIR tr FINAL INSPECTOR T -qf "rlq'r,'Tr'r'w:lffnsl0EryfrFuss'Flffiffi,t,ilrt,'+:6.r?.e1qrfi|, li'er-P' r nr,' -"1t] Llsc 'ECTION REQUE,,. TOWN OF VAIE IPERMIT NUMBER OF PROJECT i I OWN OF VAItr } Ll2-.^ r\ "!' F \ -.rz sr- INSPECTION REQUEST DATE -{ a \" JoB NAME READY FOR LOCATION: CALLER TUES dfffl ",INSPECTI,ON:)tr,totrt S gulLorHc: / STEEL PLUTTIBING: tr UNDERGROUNOFOOTINGS tr FOUNDATI ON/STEEL trROUGH/D.W.V. tr FRAMING n n onr Itr ROUGH /WATER r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING qJ.NSUIArloN tr POOL/ H. TUB tr.SHEETROCK NAIL - tr tr tr FI :_ NAL tr FTNAL GTRIGAL:MECHANICAL: tr HEATING .tr EXHAUST HOODS C] SUPPLY AIR tr' FINAL O FINAL tr DISAPPROVED tr REINSPECTION REOUIRED f-neenoveo CORRECTIONS: ,or,- .b-L?'fa . rNSPEcroR INSPECTIONTOWN OF -a-j.\..\ REQUESTVAlb I CALLER READY FOR LOCATION: rNSpECroN: MoN ruES wED r-HUR @, a-fn-a pn/l \ \r'i -)r^.-^4!- /e' I^E T//-- - \'---) F(DtsAPPRovED REINSPECTION REQUIREDE.APPROVED CORRECTIONS: FOOTINGS f6?+ L,J +..9 1- pLUMBING: /srEEL tz.oJ. rr<"-+, (tc t'c-'^.-tr UNDERGR9,ND tr FOUNDATI tr FRAMING tr ROUGH / O.W.V. tr ROUGH / WATER tr GAS PrPrNq. tr INSULATION tr POOL/ H. TUB MECHANICAL: tr HEATING tr tr tr tr tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL onre &.-2?-?a rNSPEcroR q3ca tNs l.t PE CTION REQUEST TOWN OF VAILr tPERMIT DATE READY FOR LOCATION: PROJECT INSPECTION:MON CALLER (ic 'i€ nr( WED THUR FRI tr DISAPPROVED D REINSPECTION REQUIRED .l BUILDING:PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. N ROUGH / WATER tr FOOTINGS / STEEL FOUNDATION / STEEL o ! tr n tr EI FRAMING ROOF & SHEER PLYWOOD NAILING D GAS PIPING INSULATION SHEETROCK tr POOL / H. TUB D FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: O HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL FINAL tr APPROVED CORRECTIONS: INSPECTOR \LIA I rhuJ tr tJ I READY FOB LOCATION: INSPECT ON:\' JOB NAME CALLER [/oNf-.:ES fiG" ^-INSPECTIONTOWN OF REQUESTVAIL' rMBT OFUTNPERMI DATE \'\r,.)\\\', PMFRI O FOOTINGS / STEEL tr UNDERGROUND tr ROUGH / D.W.V. D ROUGH / WATER OUNDATION / STEEL tr FRAMTNG - ROOF & SHEER . : PLYWoOD.NAILING.tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr Dtr tr FINAL tr FINAL ELECTRICAL:MECHANICAL: tr TEMP. POWER O HEATING tr o o ROUGH E EXHAUST HOODS CONDUIT D SUPPLY AIR tr tr FINAL C FINAL fineenoveo CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED priFsncp oerc =1-f -- €d rNSPEcroR UYro"Z-INSPECTIONTOWN OF 17r:9 a><-_ $FSuEsrPERMITNUMBEB OE PROJECT DATE INSPECTION: 4 JOB NAME MON CALLER TUES WED PMAMREADY FOR LOCATION: l ---'t O F,OTINGS / STEEL PLUMBING: D UNDERGROUND tr ROUGH / D.W.V.FOUNDATION / STEEL ,I o D tr tr FRAMING tr tr tr ROUGH / WATER ROOF & SHEER PLYWOOD NAILING GAS PIPING INSULATION SHEETROCK POOL / H. TUB NAIL tr E tr tr tr FINAL FINAL ELEGTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr tr tr ROUGH tr tr n EXHAUST HOODS CONDUIT SUPPLY AIR tr FINAL O FINAL VED tr DISAPPROVED tr REINSPECTION REQUIRED '? 4-2. ---o(E- INSPECTOR niFsr,"" PERMIT NUMBER OF PROJECT DATE : .r,riraJt L -. -INSPECTION REQUEST-iowtL or vRtf r 4l u JoB NAME J ( r ?,,.- ,. CALLER \/ . e.c,U- 4 INSPECTION:TUES WED THUR FRI l1-?(_{'ert^ e \" tr DISAPPROVED v\'/,c READY FOR LOCATION: AM tr REINSPECTION REQUIRED BUILDING:PLUMBING: tr UNDERGROUND tr ROUGH / D.W,V, tr ROUGH / WATERo D tr tr tr tr FRAMING ROOF & SHEER PLYWOOD NAILING D GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL tr tr FINAL tr FINAL ELE trT trF uc tr CTRICAL:MECHANICAL: TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL tr FINAL oor, 7- ? - aa rNSPEcroR ;.vrF -t JOB NAME t INSPECTION REOUEST DATE OJECT TOWN OF READY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER OUNDATION / STEEL FRAMING ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL O FINAL ELE tr-1 EF trC tr tr HEATING O EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED 1- /tt-qD INSPECTOR ti ' (.t--rt tf v\ 4J /./.INSPECTION. TOWN OF REQUESTVAIL! rPERMIT NUMBE OF PROJECT DATE READY FOR LOCATION: INSPECTION: '1 JOB NAME MON CALLER TUES WED €- THUR .r FRI BUILDING:PL tr tr o tr tr tr UMBING: tr F/OTTNGS / STEEL - 6/ FOUNDATION / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATERtr FRAMING ,-. ROOF & SHEER" PLYWOOD NAILING _GAS PIPING tr INSULATION POOL / H, TUB tr SHEETROCK NAIL tr FINAL tr FINAL ELEGTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR FINAL tr FINAL tr APPROVEO tr DISAPPROVED EINSPECTION REQUIRED CORRECTIONS: o,t;e 7'' - /2 -2d rNSPEcroR #s.* t INSPECTIONTOWN OF REQUESTVAIL. . READY FOR LOCATION: INSPECTION: \ BUILDING: O FOOTINGS / STEEL PLUMBING: O UNDERGROUND - UNDATION/STEELM D BOUGHi D.W.V. tr FRAMING tr ROUGH / WATER r-r ROOF & SHEE" PLYWOOD NA tr INSULATION tLtNG ---------tr GAS PIPING tr POOI / H. TUB SHEETROCK NAIL " tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr SUPPLY AIR tr FINAL tr DISAPPROVED O REINSPECTION REQUIRED CORRECTIONS: INSPECTOR t PErNs .-t!i,. -r. 430 z-CTION REQUEST TOWN oF VAIL. . oo* or / 4/4 2 JoB NAME /)aDEreq" ) cALLER NKf '.&f < n<'tn ASC /-7|l READY FOR INSPECTION: MON TUES - *==o , .THUR ( FRI | / - AM ,N, PERMIT NUMBER OF PROJECT LOCATION: BUILDING: D FOOTINGS / STEEL PL o tr tr tr tr tr UMBING: f tr tr tr D 1tr tr FOUNDATION / STEEL UNDERGROUND ROUGH / D.W.V, ROUGH / WATERFRAMING ROOF & SHEER GAS PIPINGPLYWOOD NAILING INSULATION SHEETROCK POOL / H. TUB NAIL FINAL tr tr FINAL ELECTRICAL: O TEMP. POWER MECHANICAL: tr tr tr n n HEATING tr ROUGH EXHAUST HOODS tr CONDUIT SUPPLY AIR tr p FINAL FINAL APPROVED )RRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED oor, 1- /o -?a rNSPEcroR *i6sgop PERMIT NUMBER OF PROJECT INSPECTION REQUEST TOWN oF VAIL' .*3oz oor,- 0V /zt JoB NAME /)rt/A<srtl E€tr rlnn 4ssot.CALLER TUESREADY FOR LOCATION: INSPECTION:MON /->^wD) VtvQ THUR FRI /D5 BUILDING: tr FOOTINGS tr FOUNDATI / STEEL PLUMBING: tr UNDERGROUND tr ROUGH i D.W.V, tr ROUGH / WATER ON / STEEL tr FRAMING r-r ROOF & SHEER" PLYWOOD NAILING tr INSULATION - tr SHEETROCK NAIL tr FINAL ELECTRICAL:, tr TEMP. PPWER J- d ROUGH--- tr CONDUIT E GAS PIPING tr POOL / H. TUB tr D tr FINAL MECHANICAL: ! Henrrruc ftr EXHAUST HOODS tr SUPPLY AIR {7 trD tr FINAL tr FINAL / \d{eenoveo CORRECTIONS: O DISAPPRQIIED tr REINSPECTION REOUIRED INSPECTOR pdFsxo" INSPECTION.1 TOWN OF -"t K2u,y'r//r'r ./ REQUESTVAIL' . I /goJ, PERMIT NUMB PROJECT DATE JOB NAME READY FOR INSPECTION: LocArloN: // /5 N I k BUILDING: tr FOOTINGS / STEEL tr FOUNDATION / STEEL PLUMBING: O UNDEBGROUND O ROUGH / D.W.V. tr ROUGH / WATERtr ROUGH / WATER Itr GAS PIPING tr POOL / H. TUB 11 ri tr FINAL'- "' . MECHANICAL: tr HEATTNG :"o tr EXHAUST HOODS ----=-__---:- O SUPPLY AIR - . tr FINAL O FRAMING ,_ ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING D POOL / H. TUBtr INSULATION SHEETROCK NAIL tr tr FINAL ELECTRT$L: tr TEMP. POWER tr ROUGH tr CONDUIT tr tr FINAL F(qppnoveo CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED oor= P /5=9a rNSPEcroR 't.l \\t I \.'- 'lV-\t PROJECT DATE READY FOR LOCATION: I INSPECTION REQUEST OF \"TOWN OF VAIL. JOB NAME CALLER TUES WED AMMO ('\ TION: (-*-. THUR {' BUILDING: EI FOOTINGS D FOUNDATI tr FRAMING / STEEL PLUMBING: tr UNDERGROUND tr ROUGH i D,W.V. O ROUGH / WATER ON / STEEL - ROOF & SHEEB" PLYWOOD NAILING tr GAS PIPING B INSULATION tr POOL / H. TUB O SHEETROCK NAIL D tr D tr tr FINAL FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: 1'\/\/ .. , . rl i ,, .. . \,.\,.O HEATING \ . l' D EXHAUST HOODSO ROUGH tr SUPPLY AIR tr FINAL tr o FINAL paeenoveo CORRECTIONS: tr DISAPPROVED tr REINSPECTION REOUIRED oo-,, 9- 17 -7D INSPECTOR 3o2 tNSPECflTO!|, $FfOUEST r-\'' u'lt.'^ F-o.u,\-o-, ^*e- PERMI DATE PROJECTNUMPER OF t' I tT JOB NAME CALLER TUESREADY FOR LOCATION: INSPECTION:\s -t r*e BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND .pnoucx i D.w.v. b&oucn / wArER O GAS PIPING o fl n POOL / H. TUB tr F}NAL tr FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: O HEATING tr tr tr ROUGH tr EXHAUST HOODS CONDUIT tr o SUPPLY AIR tr FINAL O FINAL PPROVED CORRECTIONS: D DISAPPROVED D REINSPECTION REQUIRED oo* F- do -2d INSPECTOR F7T.Frt-iE,r' ilr INSPECTION REQUESTTowru oF vAnS rPERMIT NUM ER OF PROJECT DATE I I JOB NAME -r\ cALLER G-"'q Yln' R<- ftq-t- - READY FOR |NSpECT|ON: (O). "=. wED rHUR FRr - AM @LocAroN: l{I ( S-n- \.. \e s\ b(- ,/ -r' /'AFPROVED ..,; fi'': / /' oirnEcrrorus: - tr DISAPPROVED tr REINSPECTION REQUIRED ,t.- /-- 4,/Z; &,:- oor, /. zc: , 70 rNspEcroR ^,t4 READY FOR LOCATION: * INSPECTIONTOWN OF REQUESTVAILT t CALLER BUILDING:PL tr tr o o tr tr tr UMBING: tr tr FOOTINGS / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATER FOUNDATION / STEEL {:A11 RAMING ROOF & SHEER GAS PIPINGPLYWOOD NAILING tr INSULATION POOL / H. TUB tr SHEETFOCK NAIL tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr tr o EXHAUST HOODS tr CONDUIT SUPPLY AIR tr FINAL tr FINAL tr,APPROVED \Rpnoveo tr EINSPECTION REOUIRED CORRECTIONS: INSPECTOR +tu7 PERMIT NUMBER OF PROJECT DATE 0r'22'qo INSPECTION: JOB NAME IVONREADY FOR LOCATION: BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V,D FOUNDATION /,$TEEL ,E FRAMING tr BOUGH / WATER -ROOF & SF'€ER tr GAS PIPINGPLYWOOD NAILING O INSULATION O SHEETROCK tr POOL / H. TUB NAIL tr tr E tr D FINAL FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT T] SUPPLY AIR tr tr trtr FINAL FINAL !neenoveo CORRECTIONS: D DISAPPROVED tr REINSPECTION REQUIRED /\ l, , '{J ./J ttt 4-t-.f \^ t/ ,,.i / -- { (l f,6 : !-r" L_.lf\ | E INSPECTOR t T NUMBER OF PROJECT oQ -27- qD JOB INSPECTION:MON t tZ o-z-_INSPECTION REQUESF. TOWN OF VAIL, I NAME AN0trGtSorrt -i?.=<, CALLER Ee cu- ,+- k'tu" PERMI L-/A I E READY FOR LOCATION: PM r\ BUILDING: O FOOTINGS / STEEL PLUMBING: O UNDERGROUND D ROUGH / D.W.V.O FOUNDATION / STEEL FRAMING xRouGH,*Tffi tr GAS plplNc QXX ,....1,:'t.."'^ 1}.,ROOF & SHEER PLYWOOD NAILING INSULATION tr POOL/H.TUB' /r' ?'j/z4L tr FINAL tr FINAL tr HEATING tr EXHAUST HOODS tr SUPPLY AIR D FINAL F.afenoveo tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: , n INSPECTOR \*\r' ri O ,. , \l-., PERMIT NUMBER OF PfOJECT1\ r(r]. - \\\- DATE L) ---.,^i \.- \l\ ) JOB NAME INSPECTION REQUEST TOWN OF VAILB i READY FOR LOCATION: ECTION:i'.r\P i^-MON - \\,1., WED THUR FRI .bt BUILDING: E FOOTINGS / STEEL PLUMBING: tr UNDERGROUND N ROUGH / D,W,V. O ROUGH / WATER CI FOUNDATION / STEEL rr ROOF & SHEER "fLYWOOD NAILING tr GAS PIPING SULATION D POOL / H. TUB FINAL . POWER D HEATING EXHAUST HOODS SUPPLY AIR tr FINAL APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIQNS: a)DAIE 5- .'{ '7t INSPECTOR PERMIT NUMB R OF RROJECT-\D ,o, INSPECTIONTOWN OF REOUESTvAtLf * i' CALLER READY FOR LOCATION: €tt i, ,::i BUILDING: tr FOOTINGS / STEEL PLUMBING: B FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATERtr FRAMING n ROOF & SHEER" PLYWOOD NAILING O GAS PIPING tr INSULATION tr tr o POOL / H. TUB FINAL MEDHANICAL: tr HEATING tr tr EXHAUST HOODS SUPPLY AIR tr trFINAL FINAL {aeeaoveaffi( o DrsAppRovED tr REtNSpEcrtoN REQUTRED CORRECTIONS: - INSPECTOR q 'r.r-_r r) PERMIT NUMBER OF PBOJECT rNsPEcr*oN, $FgtlEsr BUILDING: tr FOOTINGS / STEEL PLUMBING: N UNDERGROUND O ROUGH / D.W.V. tr ROUGH / WATER O FOUNDATION / STEEL tr FRAMING - ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING tr INSULATION D SHEETROCK tr E POOL / H. TUB NAIL tr FINAL tr tr FINAL ELECTRICAL, @ zllg.Lta.zzF-%.MECHANICAL: tr tr tr tr tr TEMP- POWER O HEATING ROUGH D tr tr EXHAUST HOODS CONDUIT SUPPLY AIR FINAL FINAL , tr REINSPECTION REQUIREDVEDD DISAPPROVED CORRECTIONS: INSPECTOR nffisrop IY)0b' PERMIT NUMBER OF PROJECT oo* qlll JoB NAME t ; TOWN OF ll t J* ts, , , /(, ,-cd-u-<-< READY FOR LOCATION: INSPECTION: \ . ,..,, .. ,.,. . r .j"1,, . INSPECTION REQUESTVAILI * I CALLER | / TUES ^\reP.--i rHUF FRI S.i'O.X U4^^'< ftn&M' BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND O ROUGH / D.W.V. tr ROUGH / WATER O FOUNDATION / STEEL O FRAMING rr ROOF & SHEER" PLYWOOD NAILING O GAS PIPING tr INSULATION tr POOL / H. TUB o,ofa=r^oa4,NAIL l'&.t'u-tz- o a/ bW'aCLdL a tr FINAL tr FINAL MECHANIGAL: tr HEATING tr EXHAUST HOODS D SUPPLY AIR tr FINAL tr FINAL tr REINSPECTION REQUIREDtr DISAPPROVEDV*,t"*r*/*r)="r,o*r, L*o INSPECTOR niiFsgop rr t{':oL REQUESTvAlL- o IPERMIT NUMBER OF PROJECT READY FOR LOCATION: JOB NAME INSPECTION: MON \\l': CALLER TUES WED 'l ,- ,.-1 , (. BUILDING: tr FOOTINGS / STEEL PL tr tr tr o tr D UMBING: O FOUNDATION / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATERtr FRAMING _ ROOF & SHEER" PLYWOOD NAILING GAS PIPING tr INSULATION POOL / H. TUB - tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING tr tr tr ROUGH tr tr D EXHAUST HOODS CONDUIT SUPPLY AIR tr FINAL tr FINAL APPROVED CORRECTIONS: O DISAPPROVED tr REINSPECTION REQUIRED ,,2 i /-.! 'oor, /-l | - 7d tNSpEcroR PERMIT NUMBER OF PROJECT DATE i,"rf\-- 'i':' tNsPEc-fl*oN, $F9UEsr tdr-a -., ,' Lr1g|vt-<--<..* lloz INSPECTION: JOB NAME MON CALLER TUESREADY FOR LOCATION: BU trl trl trl Dl trl trl tr ILDING:PL tr tr n o tr tr UMBING: FOOTINGS / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATER FOUNDATION / STEEL FRAMING ROOF & SHEER GAS PIPINGPLYWOOD NAILING INSULATION POOL / H. TUB SHEETROCK NAIL tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING tr ROUGH D EXHAUST HOODS o co) lJtr __& tr FINAL tr SUPPLY AIR IJ tr FINAL APPROVED.-. CORRECTIONS: it .i':?tr DISAPPROVED O REINSPECTION REQUIRED tI-t t ttfl DATE vl z_ t - / t/ tNSPEcToR oF. llUt IT NUMBERPERM DATE READY FOR LOCATION: ROJFCT INSPECTION: Z \ ,o, "ot= BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER O FOUNDATION / STEEL tr FRAMING r_r ROOF & SHEER" PLYWOOD NAILING T] GAS PIPING tr POOL / H. TUB trFl tr o tr FINAL ELECTRICAL:MECHAN!CAL: tr o o tr u r€up. powen tr HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR FINAL tr FINAL L t'fl' ,t'. 1.4r. i v'('-rl tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR lr ,J''r,t-^ / t || 1)v L-- INSPECTION PERMIT NUMBER OF PROJECT i II i ., TOWN OF REOUESTvAlf " * :';' ""-"?l'Z'i""'".,o8 NAME ( (,lu[, ,l ti\ r" tii'i117,o CALLER I l' \ ':' '" i ' READY FoR rNSpECroN: :-W --r-!a,@ t"r* FRI LOCATTON: {\ i ) -l-','a-..-c[:'(.rr''"r \].,"-t-L''"--\.::='- | ., ---- . 6i-. -r^.-6'\- )\'., ' ) '' )qfennoveo CORRECTIONS: O DISAPPROVED tr REINSPECTION REQUIRED BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDFRGROUND tr ROUGH / D.W.V.B FOUNDATION / STEEL tr FRAMING O ROUGH / WATEB o 19.95^LSiSFl,.,^ --.--...O GAS PIPINGPLYWOOD NAILING -tr INSULATION -tr POOL / H. TUB tr SHEETROCK NAIL tr FINAL tr FINAL tr tr tr tr MECHANICAL: ,/) Ir"d;;'' L/,u/, ,t.'l9n *!' ROUGH D EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL tr FINAL sfiFislop ol;e /o- l€tl rNSPEcroR '-l 1O z .nd INSPECTION REQUEST TOWN OF VAIL:- .. .PERMIT NUMBER OF PROJECT DATE INSPECTION: JOB NA MON CALLER ruES {Q ,ru^ FRIREADY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. D ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr FINAL ELECTRICAL: tr TEMP. POWER ROUGH tr EXHAUST HOODS CONDUIT O SUPPLY AIR b,Sppnoveo CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED INSPECTOR ,*] PERMIT NUMBER OF PROJECT oor, /zf tz/Qc JoB NArvE INSPECTION:MON E DISAPPROVED INSPECTION REQUEST. TOWN oF VAIL? .. . es/ CALLER TUESREADY FOR LOCATION: E APPROVED CORRECTIONS: V bETREINSPECTION REQUI RED PUILDING: .tr FOOTINGS/STEEL I tr FOUNDATION / STEEL D FRAMING Flr)n tr * ct..ttrtrRT-l ' '.- -'" PLYWOOD NAILING tr INSULATION - tr SHEETROCK NAIL r'r _ ttr FINAL ELECTRICAL: o reuF. PowER f tr RoucH i tr CONDUIT. n trtNAl PLUMBING: D UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr GAS PIPING tr POOL / H. TUB tr tr tr tr tr FINAL MECHANICAL: tr HEATING D EXHAUST HOODS O SUPPLY AIR FINAL INSPECTOR il INSPECTION REQUEST TOWN OF AIL?'r r CALLER MON TUES WED THURREADY FOR INSPECTION: LOCATION: AM PM =-'--' PERMIT NUMB OJECT oorc l?z U JOB NAME BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D,W.V. tr ROUGH / WATER tr FOUNDATION / STEEL O FBAMING - ROOF & SHEER- PLYWooD NATLTNG O GAS PIPING C] INSULATION tr SHEETROCK tr POOL / H. TUB tr HEATING tr EXHAUST HOODS tr SUPPLY AIR toy'-fr.,^- o,FrNAL APPROVED CORRECTIONS: tr DISAPPROVED D REINSPECTION REQUIRED INSPECTOR rFlI INSPECTION REQUEST PR OJEC 7L) T JOB TOWN OF VAl|l"r./7 fi2, -e"-,NAME CALLER READY FOR LOCATION: NUMBEB OF ,/2 /Z r, BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL O FRAMING ,_ ROOF & SHEER" PLYWOOD NAILING E GAS PIPING tr INSULATION O SHEETROCK O POOL / H. TUB tL.o CTRIGAL:MECHANICAL: tr HEATING D EXHAUST HOODS tr SUPPLY AIR D FINAL tr APEROVED \4orsReenoveo tr REINSPECTION REQUIRED RRECTIONS: <r-€ -?t DATE INSPECTOR 1'/5-2/ \txr il PER IT NUMBER OF PROJECT DATE * INSPECTION REQUEST TOWN OF VAIF * T J JOB CALLER TUESREADY FOR LOCATION: WED \ PMAM t..'\ BUILDING: D FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING tr TNSULATTON _tr POOL / H, TUB tr FINAL tr TEMP. POWER -tr HEATING tr ROUGH tr EXHAUST .HOODS tr CONDUIT tr SUPPLY AIR (n tr DISAPPROVED O REINSPECTION REQUIRED CORRECTIONS: ,4.a 7gfi '7/ INSPECTOR c{30a il PERMIT NUMBER OF PROJECT L Joe ,unMe READY FOR LOCATION: rruspecrroit, v*'hqq' INSP TION TOWN OF EST r|' 0q' 6't,Lt'. 4-A I RE VAI CALLER ?, . t"'* FRI BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. D ROUGH / WATER tr FOUNDATION / STEEL D FRAMING - ROOF & SHEER" PLYWOOD NAILING D GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL - (1 n /I-\ bzFlr.rnr- ('.(\ tr MECHANICAL: tr TEMP. POWER tr HEATING O EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL O FINAL d neenoveo CORRECTIONS: tr DISA PROVED O REINSPECTION BEQUIRED INSPECTOR t_' rhe iteros r"r",?::.:'::':::1":"t:::::- glvlng a pernlt a flnal C of O. Please check off la the box provlded. FINAL PLI'MBING DATE: FINAL I.TECHANICAL I I I DATE:l II.{PROVEMENT SURVEY RESID. NAME: DATE: M ELECTRICAL FINAL BUILDING EAST S]DE:}IEST SIDE: orrr: 1-71-f L 1XiI {\-/TEUPORARY C OF O DATE: \\-\\T LANDSCAPING DUE i.n\llJ-i I i DATE: GLPft V*XfD- V),_ r,ttP.tlttg3 TD w vxw tAlo fll*r,JpK! K€utE:tn/. TD be o,c$Jsi-Rud€D A6 vH?' P!U}s ,rE/ afr?lrusto,-,r Et"9T fre-.- V,0 /**s As Yb 1'l lttoa(F