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HomeMy WebLinkAboutSTEPHENS SUBDIVISION PARCEL D LOT 5 PINE CREEK AT VAIL LEGALo. d z I z F €i€giY:E;* i€i:er :igsEg E AEE; 3 E€eEEE|r F-lH M v HzzH M Hzz H|4 lr|r\\oc\ _!-! -: I I i I I I .l(JIzlt{l I{NIHi H]OI I =i : =a I Ardl HIU\ rIrI 0<i >l Hi EI<! F{i rqi F-]1 zl HI g1l i tsl z : I a = c- l- rn C.l, ;io\l I a'/. ; - .= = "l I =a z I F-lH Ft c) zHA /. oF.url Y\-<> x \v-J>zz,..s< 3iza\<\i,:' .\ -2uY=z=,.,-i<l-lis2 q-;a ^.!v F=ZZ i_.r x *x= € '-4 C \ c.., ,.or zl.rJr-i-i- :cu=SZxF<Ycii:-z -lL>-Z-,<S:Y :?==3:, 1--=a itcti>i.>i \ \J '/,'2-iia<II(:v:-,1 -Iui:-7..:i<i-.a:--aaa-:au=x*'-,.-Y*+*3= -;:.-i-:-\-/- .Ht- -O.t-rFrFt+tk!ttrt A. FP mF -rl-a -arts f{?r?F Et.FadF fH fi\€v FI -F{ -r? trl|e =nLIr+ -dIaFlFL.t{ sv i{-l 11 A.tlrf EtlraJit. .lJrhfh6. € -? ;i I Ir ;t r !". I I .i .ll ll't t'i 2 T i, CHECK REQUEST PREPARED BY oxe p,/rr?/ VENDOR NAME VENDOR NUMBER 2a z,v.ra- DESCRIPTION OF EXPENSE CLEAN uP DEPosIr REFUND FoR BP#6?fi 2+a{_ (To be used for General Ledger output) ACCOUNT NUMBER DATE DUE 01 0000 22002 AMOUNT $SA D 6 -7 -?6 APPROVAL NOTE: Job Address Location... Parcel No..Project No. 2675 KINNICKINNICK RD PINECREEK AT VAIL #5 210 3-14 3-17 -0 05 PRJg 5 -012 7 Dept Dept Dept Dept Status...: ISSUED Applied. .z 07/05/L995IsEued...: 07/20/1995 Expires. . : oL/L6/t996 Phone: 3033285600 Phone: 3033285600 THIS PERMIT MUST BE POSTED PROJECT TITLE: PINECREEK AT NEVI (SFR,P/S,DUP) PERMTT ON JOBSITE AT VAIL #5 Permit TIMES 895-0205 .00 3,453.7O ALL #:TOWN AFVAIL 75 South Frontage Road VaiL Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Description:NEW SFR Occupancy DwelIingsPrivate Garages Department of Community Development APPLICANT DIETZ, INC P.O BOX 2072, EAGLE CO 81631 coNTRACtOR DTETZ, rNC P.O BOX 2072, EAGLE CO 81631OWNER DIETZ INC PO BOX 2072, EAGLE CO 81631 Table Date: 06/20/L99s Town Nunber of Dwelling Units: 001 Factor Sq. FeeL Valuation 77,90 2,420 188,518.00 20 .60 501 10,320. 60 Subtotal z 2,92L 198,838. 60 Total Valuation: 198r838.60 of Vail Adjusted VaLuation: 198,838.600 ,00 Total Catcutated F.es---> 3,153.70 TYPE Zone 1 V-N Zone 1 V-N Fireptac! Infornatim: Restricted: #Of Gas Appli.nces: fof Gas Log3: fof Hood/Patl,ct: ****ff*ff*ffiffi**ffiffiffi**#*ffiffi***** FEE SUltllARY *J********#***#*ffi*ffi*ffrffif*l*ff*r* Bui tding-----> Plan Ch!ck---> Invrst igat ion> t,iLt cal.t----> 1,136.00 Restuafant Ptan Revi ew--> 734.10 DRB Fee-------- .00 Recreation Fce---------> 3.00 C tean-Up Deposi t------> TOTAL FEES----- Item: O51OO BUILDING DEPARTMENT 07/07/L995 CHUCK Action: APPRItem: O54OO PLANNING DEPARTMENT07/12/t995 ANDY Action: APPRItem: 05600 FIRE DEPARTMENT 07/20/1995 DAN Action: AppRItem: 05500 PUBLIC WORKS 07/L9/1995 CHARLIE Acrion: APPR 200,0o Additional, Fees---------> E76.!O Total Pcrnit feF-------> 500.00 Paynents------ 3,453 .70 BALANCE oUE---.00 tt*,r|tffiffit"ffi***tt*'r't*'|P't*ft*****Jrff******#*ffi******ffi******#ffi***********ffi******Hffi**f*******ffi* BUILDING Division: PLANNING Division: FIRE Division: PUB WORK Division: **ffi***ffi*ffir*******.**|t*ffi*****|k**ft**ff*****ffiff**t******ft*******#*****tit*i*ffiH*t*****************ffi** see Page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hercby acknoutcdge that I have rcad this apptication, f itl,ed out in {ul,l. thc intormation rcquired, cotgtcted an accurate ptot ptan, and stat! that atl thc infornation provided .as required is correct. I agree to corpl,y rith thc inforDtion and ptot ptan, to compty with al,l, Town ordinancca lnd state [aws, and to buiLd this structur. according to the Tounts zoning and subdivision codes, d.sign reviev approved, Uniforn Buil,ding code and other ordinances of the Toun appticabl,e thereto. REOIJESTS TOR IIISPECTIONS SHALL BE I,IADE TUEIITY-FOUR HOURS 11{ ADVANCE BY Send C[!an-Up Deposit To: DIETZ INC, OFFICE FROII SIGNATURE OF OI,INER OR FOR HITISELF AND Oi.INER$RECICLED PAPER 75 South Frontage Road VaiL Colorado 81657 970-479-21iV479-2139 Department of Community Development FAX770_479_2452 PAGE 2*****************************:t************************************************** CONDITIONS OF APPROVAL Permit #: 895-0205 as of 07/20/95 Status: ISSUED******************************************************************************** Permit Type: NEW (SFRTP/S,DUP) Applicant: DIETZ, INC Job Address: 2675 KINNICKINNICKLocation: PINECREEK AT VAILParcel No: 2103-143-17-005 Applied: 07 /05/L995Issued: 07/20/1995 PERMIT RD *5 ******************************************************************************** CONDITlONS*******************************************************************************.* 1. THIS PROJECT WILL REQUIRED A SITE TMPROVEMENT 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 STRUCTURAL MEMEBERS OF THE ROOF DIRECTLY ABOVE.3. Crawl space head height shalt not exceed five feet. {9 uno*"uo *********************************************************i******* TOWN OF VArL, COT,OR,,,ADO Statemnt 895-0205 TlrPes B-BUILD NEVI (SFRTP/STDUP) PE 2t03-L43-17-00s 2675 KINNICKINNICK RD PINECREEK AT VAIL #5 **************************************************************** Statemnt Number: REc-0048 Anount:. 3,453.70 o7/20/95 12233 Palrment Method: cHEcK Notation:#fu?'Z lirit: LRD * * * * * * * * * * * * * * ** * * * * * * ** * * * ** * * * * * * * * * * * * * * * !r * * * * * * * * * * * * i* ** * * * * Perrnit No: Parcel No:Site AddreEs: Location: ThiE Paytnent Account Code 01 0000 41310 01 0000 41331 01 0000 4L332 01 0000 22002 30 0000 45032 01 0000 4L336 Total Fees:3,453.7O Total ALL Pmts: Balance: Description BUILDING PERMIT FEES DESIGN REVIEW FEES PLAN CHECK FEES CLEANUP DEPOSITS RECREATION FEES WILL CALI., INSPECTION TEE 3,453 .7O 3,453.70 .00 Anount 1, 136.00 200.00 738.40 s00.00 876.30 3.00 O,z o,-il03- l/5/7 -oo( tgEl-g: YSIl-:gI:15ugHg" o ,nn. -&F" t' PERMIT APPLTCATToN FoRM .tilLDATE: 'l -3- 95't1"/ | uusr BE FTLLED ;r-"ffi o* ,\[.,H]lV'll$rD}Ji,[fBL,"oa AppLrcATroN uusr BE FTLLED our col,lpLETELy oFu...It * ** * ************* ** * ********* PERMIT TNAORUATION ****************** **** *** ****rl [).]-Building [ ]-prunbing [ ]-Electrical [ ]-uechanibal [ ]-other Job Name: Legal Description: Lot Block_ Fifitg sugprvrsroN, owners Nane: \)Cg*z T-nc. Address: PS- tt-x f,.q-la F+ prr. 3et-Vqr Architectr ("L''",, t0X\^"f Address: ffS E- H:*^,"n Asi.n prr. nrs-r.bL{ General Description: Work Class: $l-New I l-Alteration [ ]-Additional [ ]-Repair t l-other Number of Dwelllnq Unlts: \_ _...F-Nunber of Acconmodation Units: l|*"r and TYpe of Fireplaces: Gas Appliances_X Gas Logs X Wood,/pellet_ fi**************** ***************** VALUATTONS ************* * * ****************** Eutr,ot}{e : f \R. sq ELEstRrcAr,: $ e.. os orHER: I Electrical Address: .Plunbing Contractor: Address: Mechanical Contractor: Address: ********** * * * ******** * ********** FOR BUUJDING PERMIT FEE: PI;WBING PERMIT FEE: MECHANICAIJ PERI,IIT FEE: EI,ECTRTCAII FEE: OTHER IYPE OF FEES VAI,UATION Town of vail Reg. No-la:1-l: Phone Nunber: Town of Vail Phone Nurnber: nes. no. /y'Z{ rown of vail Res. xo. /42-f Phone Nurnber: oFFrcE usE ***** ** * ******* * **** * ********** BUILDING PI.AN CHECK FEE: PLT'!(BING PI,AN CHECK FEE: I.TECIIANTCAL PIAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERI.IIT BUTLDTNG: SIGNATT'RE: .liryr'ii-- -4 STGNATTIRE: CIJAN I'P IIEPOSIT XEFT'trD T{':Ditu -J'r.- MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLIC WORKS DEPARTMENT MAY 9, 1gg4 WHEN A "PUBLIC WAY PERMIT'IS REOUIRED TO: FROM: DATE: RE: Job Name: ( )c\ c Please answer lhe following questionnaire regarding lhe need for a 'Public Way Permif : NO ls this a new residence? ls demolition work being performed lhat requires the use of the right of way, easements or public propeqty? ls any utility work needed? ls the driveway being repaved? ls difierent a@ess needed to site other than existing driveway? ls any drainage work being done atfecting lhe right of way, easements, or public property? ls a'Revocable Right Of Way Permit' required? 8) A. ls the right of way, easements or public property to be used lor staging, parking 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" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's oflice or at Community Development. lf you have any questions please callCharlie Davis, ths Town of Vail Construstion Inspector, at 479-2158,. I have read and answered alllhe above 1-r - I Date 1) 2) YES X x f\\f\ 3) 4) s) 6) 7l ronlt x X Job Name Contracto/s Sig 75 touth |rontage rold Yail, colorado 81657 (303) 479-21.38 ot 479-2L39 TO: FROM: DATE: suRfEqt: ottlco of communlly devclopmcnl ALL CONTRACTORS CURRENTLYL REGISTERED WITIT THETOWN OF VAIL TO!{N OF VArL PUBLIC WORKS/COMMIINITY DSVEI.,oPIIENT I.IARCH 15, 1988 CONSTRUCTION PARKING & I,TATERIAL STORAGE rn sunmary, ordinance No. 5 states that it is unrawfur for anyperson to litter, track or deposit any r"ir.-"""i, sand, debrisor naterial , including trash hunpsteri, po"t"Ut" toiLets andworkmen vehicres.upon any srreerl "ie;;"ii;-;ti;y or publicp1?:" or any portion theieof. -ifre rignt:"i_-r"V-6n atl Town ofVail streets and.Igag= is approiirnately 5 ft. off pavement.This ordinance wirr be striEliv--enrorcla by the iown of vai_rPubric works Department. pers6ns found, vi6ratin! this ordinancewitr- be given a 24 hour written -i"Ii;;-t;-;;;;;"'=.id nareriar.fn the event the person so notified does not courply with thenotice within the 24 trour tiroe-rp""iii"a,"6"-iiilic worksDepartment wirl remove said nate;Gi-;a-irr"'"6!i"e of personnotified. The provisionJ Jr-inir ordinance shall not beapplicabre to c-onstruction, urainienance or repair projects ofany street or alley or any utiLities in [te-il9t[-"_r.y. To review ordinance No. 5 in full, prease stop by tbe Torirn ofYlil B"ilding Department to obtain a copy. firank you for yourcooperation on this natter. (i.e. contractor, owner) t BUILDING PERI.IIT ISSUANCE TIME FRAI,IE If this peryit requires a Town of Vail Fire Departnent Approval,Engineer''s. (.public lJorks) reyiew and approvai,-i iiiriiin6'b"p."t "ntI::j:L::,H"11!h-g:?."tmint review, anl' a, review by the Buildinsuepar.ment' tne estinated time for a totar review may take as r6ngas three weeLs. A'll commercial ('large or small ) and all murti-fami'ly permits willhave to follow dhe ioove mentioneJ-maximurn requirements. Residentialand.smal] projects shou'ld take a 'l esser amount of t.ime. However, ifresidential or smal'l er projects impact the various anove mentioneodepartments wr'th regard' to-necessii"y "evier, tn"a; ili;.Ii"ruya'l so take the three-weet< peii:oa. Every.ittempt wil] be made by this department to expedite thispermi't as. seon as possible. - undersigned, understand the plan check procedure and time glllca of comnunlly rLyclopm.|il lnttn 75 routh trontlgc rold u.ll, colo''do E1657 (3o3', 479-2L38 ot 479-2L39 I' the frame., r 1-3-\5 Communi ty Devel opment Department. O rownofvd OFFICE COPY 75 South Frontage Road Yail" Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 NAME: PINE CREEK AT VAIL DaLe:.fULY 7, L995 Occupancy: R3,M1 Tlrpe of Const: V-N Department of Community Deve lopment Town of VaiT75 South Frontage RoadVai1, Colorado 81657(303) 479 -2L38 Plan review based onthe 199L Uniform Buildino Code AddreSs :267 5 KINNICKINNICK Contractor: DIETZ INC. ATChiIECT: ROBIN MOLNYEngineer: NA Plans Examiner: CHUCK FELDMANN Sloped glazing (skyliqhts) shal1 be lempered overlaminate glazing as per UBC 3402. PIasCic qlazingshall be as per UBC 5207. A curb may be required depending upon glazing maLerial, slope of roof, orflashing used. This project will require a site improvement survey.This survey shall be submitted and staff approvedprior to a request for a frame inspection. Under nocircumstances will a frame inspection be donewithout an approved site improvement survey. Exterior surfaces with stucco sha11 be provided withexterior metal lath as per UBC 4?06 with 2 layers ofpaper. Windows and doors are required to beadequately f lashed(not wit.h just screed metal) . Alath inspection is required prior sbuccoapplication. AII new construct,ion within the Town of VaiI will berequired to have an initial inspection by TOV public Works Dept. to approve site drainage and culvertinstallation. This approval must be complete priorto any inspection by the Building Department. tgu"nuo'uo 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Department of Community Deve lopment This project is rest,ricted from the burning of woodin fireplaces. Unless the lot is a restricLed lotin size, three gas logs fireplaces and three gas appliances are permitted per unit a1lowed. Gas 1og chimneys enclosures shall be one hr. protected. Domestic clothes dryer exhausL ducLs shal1 beinstalled as per UMC 1104 and 1903. Flexibte duct connectors may not exceed 6, in length and shal1 notbe concealed within construct.ion. Ducts shal1terminate outside the building and not exceed 14' length. No domestic dishwashing machine shall be direct.lyconnected to a drainage system without the use of an approved dishwasher air-gap fitting. UPC 608. Cross connecEion control devices shal1 be installedto protect pollution of potable water supply by useof approved backflow prevention devices. UpC 1003. Domestic rang'es shall have a vertical clearance above Lhe cooking surface of not less than 30" tounprotect.ed combustible mat,erial. IIMC L901. HeaLing and cooling equipment located in the garageshall be installed wiEh the pilots and burners orheating elements and switches at least 18" above thefloor 1evel of the garage. UMC 508. Approved gas logs may be insLalled in solid-fue1burning fireplaces provided the inst.allat.ion isaccording to the listinq instructions, any dampershal1 be removed or permanently blocked, and asafety shutoff valve is provided. UMC 803. Supply a mechanical drawing indicating design ofsystem, size (BTU and voLume) of equipment, ventlocati.on and termination, and combustion air to besupplied prior t.o any installat.ion. 10 LL L2 {p*"uo'*o t4 15 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Department of Community Development 13 Due to Colorado State Statutes, all sink faucett,s and shower heads are required to utilize flowrest.ricLion devices. A1so, the maximum water closetflush usage is limited to a maximum of 3.5 gallonsper flush. The enclosed usable space under the stairs isrequired to be protected by thr fire-resistiveconstruction. -- 3306. (1) At eaves and valleys an adequate underlalment sha1lbe provided to protect a structure from ice buildup and water damage. Two layers of felt. solid moppedto sheathing and between layers or a conmercialwater & ice shield may be used as per Table 328L. Because of this project,s location, the foundationis reguired to be dampproofed to prevent damage toareas below finished grade. UBC L707 (d) . The structure is reguired to be anchored Lo t.hefoundataion with L/2 inch anchor bolts. The boltsmust be int.o the concrete or masonry 7 inches and spaced a maximum of 6 feet apart. See code foradditional requirements. -- Sec. 2907. (f) L7 {p *""'o""uu* TmndW OFFICECOP\/ 75 South Frontage Road Vail" Colorado 81657 970-479-213V479-2139 FAX970-479-2452 Name: PINE CREEK #5 DaLe: july 7, 1995 Occupancy: R3,MlTlpe of Const,: V-N Department of Community Development Town of Vail-75 SouLh Frontage RoadVail, Colorado 81657(303) 479-2138 Plan analysis based on t,he 1991 Uniform euildino Code AddrESS : 2675 KINNICKINNICK Contractor: DIETZ INC. Archi tect : MOL,NYEngineer: NA P1ANS Examiner: CHUCK FEIJDMANN NOTE:The code items listed in Lhis report. are not intended to be a compleLelisting of all possible code requirements in the 1991 UBC. It is a gruide t.oselected sections of the code. AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS 2 Bedroom #32 Bath room #32 BaLh room #22 Bedroom #22 Bedroom #42 Halls, closeEs, etc. TOTAI., FOR FLOORL Garage1 Bedroom #11 Bath room1 Living room1 Dining room1 KitchenL HalIs, closeLs, etc. TOTAL FOR FIJOOR BUII,DING TOTAI, FOOTNOTES: L4L 56 60 1.1 A l-4I 987 501 L82 9L 320 'J,34 2L6 490 L934 292L 14.10 0.00 0.00 t7.40 r.4 .10 0.00 0.00 r-8 .20 0 .00 32 .00 1,3 .40 2!.60 0 .00 "7 n( z.6u 3.00 t'. /U 7 .05 0. 00 0.00 9.1_0 4.s5 L6.00 6.70 r.0.80 0.00 Yes No No Yes Yes NO NO Yes No No No NO NO {S r""r"""o r*", 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-2139 FAX970-479-2452 Department of Community Development 1) EGRESS - An operable window or door that opens directly to the exterioris required from this room. The minimum clear openable area must meetthe following. -- Sec. t204. 1 z 3 4 The minimum clear heiqht is 24 inches The minimum clear width is 20 inches The minimum clear area is 5.? square feet. The maximum sitt height is 44 inches z) 3) The number of exits is based on Tab1e 33-A (Dwellings) A mechanical ventilation system may be used in in lieu of exterioropenings for ventilation. -- Sec. 1205. (c) ROOM DIMENSIONS: Habit.able space shall have a ceiling height of not less than 7 feet 6inches. KiLchens, haIls, bat.hrooms and toilet. comparLments may have aceiling height of 7 feet measured to the lowest projection. If t.he ceilingis sloping, then the minimum height is reguired in only L/2 of the area. - - Sec. 1207 . (a) Every dwelling unit shatl have at least one room which has not. Iess than 120square feet of floor area. OLher habitable rooms except kitchens sha11 havean area of not less than 70 square feet,. -- Sec. 1207.(b)Habitable rooms ot.her than a kit.chen shal1 not be less than 7 feet in anydimension. -- Sec. L207.(c) GLAZING REQUIREMENTS: A11 glazing in hazardous locat.ions is required to be of safetyglazinq material. -- Sec. 5406. (d) 1) Glazing in ingress and egress doors except jalousies.2) Glazing in fixed and sliding panels of sliding door assemblies andpanels in swinging doors other bhan wardrobe doors.Glazing in storm doors.Glazing in all unframed swinging doors.Grazing in doors and enclosures for hot tubs, whirlpoors, saunas, steamrooms, baLhtubs and showers. Glazing in any portion of a building wa1lenclosing t.hese compartments where the botE,om exposed edge of theglazing is less than 60 inches above a standing surface and drain in1et.Glazing in fixed or operable panels adjacent Lo a door where the nearestexposed edge of t.he glazxing is within a 24-j-nch arc of either verticaledge of the door in a closed position and where the bott.om exposed. edgeof the grazing is less than 60 inches above the walkinq surface. 3 4 5 {P *""'"uo 'u'" 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-21i9 FAX 970-479-2452 Department of C ommunity Deve lapment 7') Glazing in an individual fixed or operable panel, other than thoselocaLions described in it,ems 5 and 6 above, than meets atl of the f ollowing condi t.ions :A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottom edge less than 18 inches above the floor.C. Exposed top edge greater than 36 inches above the floor.D. one or more walking surfaces within 35 inches horizont,ally of theplane of the glazing. 8) Glazing in railings regardless of heiqht above a walking surface.Included are st.ructural balusEer panels and nonsEructural in-fi1lpanels. See exceptions. SMOKE DETECTOR REQUIREMENTS: A smoke deEector is required on the ceiling or wa1l at a point centrallylocaLed in the corridor or area giving access to each sleeping area. - - sec. 1210. (a) 4.A smoke debector is required on the ceiling or wa1l in each sleepingarea. - - Sec. L2l-0. (a) 4.A smoke det.ector is required on aII stories. -- Sec. 1210.(a) 4.If the upper level contains sleeping room(s), a smoke detect,or is requiredin the ceiling of the upper level close to the stairway. - - Sec. 1-210. (a) 4 Srnoke debectors are required to be wired to the building's power source andshall be equipped with a battery backup. -- Sec. 1210.(a) 3.Detect.ors shaI1 sound an alarm audible in all sleeping area of the dwellingin which they are located. -- Sec. 1210.(a) 4. FIREPLACE REQUIREMENTS : FACTORY BUIIJT FIREPLACE: L) Unit must be an approved unit. -- Sec. 3705. (a)2) Clearances and hearth size must. be per manufact.ures-- Sec. 3705.(a) & (b)3) Chimney height must be per manufacLurer's approval approval . and Table 3?-B OCCUPANCY SEPARATION: Between the garage and the residence, maLerials approved for thr fireconstruction are required on the garage side only and any doors betweenthe garage and the residence are to be a self-closing t 3/8 inch solidcore door or a 20 minute fire door. -- Table 5-B & sec. 503.(d) exc. #3 {g*tn"urruo 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-21s9 FAX 970-479-24s2 STAIR REQUIREMENTS: A sLairway in a dwelling must be at least The maximum rise of a step is 8 inches and De partment of Community Deve lopme nt 36 inches wide. -- Sec. 3306. (b) t.he minimum run is 9 inches.-- sec. 3306. (c) exc. #1Provide a handrail on one side a stairway 34 to 38 inches above the nosing ifLhere is 4 or more risers. -- Sec. 3306. (i) Provide a guard rail where drop off is greater than 30 i-nches. Minimum height = 36 inches, maximum opening size = 4 inches. -- Sec. L712.(al exc. #1The minimum headroom is 6 ft,.- I inches. -- Sec. 3306.(o) Enclosed usable space under the stairs is required to be protect.ed as requiredfor thr fire-resisti-ve construction. -- Sec. 3306. (1) SHAFT ENCLOSURES:L) chuLes and dumbwaiter shafts with a cross-sectional area of not more than9 sguare feet may lined on the inside with not less than 26 gagegalvanized sheet metal vrith all joints locklapped. The outside must beL hr const.ruction. A11 openings into any such enclosure shal1 be protecbedby noL less than a self-closing solid wood door 1 3/8 inches thick orequivalent. -- Sec. 1706.(f)2) Gas venLs and noncombustible piping installed in wal1s passing through3 floors or less do not, need Lo be in t hour shafts. - - Sec. l-706 . (c) 3) ShafLs for gas vent,s, facEory-built chimneys, piping, or ducts that donoL exLend Ehrough not more than 2 floors need not be in t hour shaft.s. - - Sec. l-706 . (c) 4) A11 oEher shafts are required to be enclosed in a t hour assedbly. - - Sec. 1-706 . (a) CRAWLSPACE REQUIREMENTS :1) Provide vent.ilation either by mechanical means or by openings in exteriorwaIls. Opening shall provide a neE area of not less than 1 sqnrare foot foreach 1-50 square feet of area in crawl space. Openings sha11 be distributedon Ewo opposite sj-des and be locat.ed as close to corners as practical .-- sec. 2515.(c) 6. Note: vent openings may be reduced to 10t of the aboveif ground surface area is covered with an approved vapor barrier and thebuilding official approves. ZJ Provide 18-inch by 2{-inch access opening to Ehe crawl space area. Note:opening may be required to be larger if mechanicar equipment, is locatedin the crawl space. -- Sec. 25j.6. (c) Z.Unless the wood is lisbed as an approved wood of natural resistance todecay or treated wood, the minimum clearance between exposed earth andfloor joist is 18 inches. The minimum clearance to beams and girders isis L2 inches. -- Sec. 251_6. (c) Z. 3) tg*r*uor*o 75 South Frontage Road VaiL Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 ADDITIONAL REQUIREMENTS : For R3 occupancyThis project will require a site improvemenL survey.shall be submitted and approved prior to request forinspection. All crawl spaces within the Town Of Vail are limitedst,ructural floor ceiling heiqht. of 5', be earth floorventilated as per UBc 2516 (c) 6 with minimurn access as 25L6(C)2 and maximum access of 9 sq. ft. Any building site with a slope of 30 degrees or moreengineer design. Such design sha11 address drainage, and structural design. Department of Community Development Such survey frame to a earth t.oonly, beper uBc sha1l require ansoil retainage Excavation below slabs on grade shall not be permitted without prior approval . Address numbers sha11 be posted plainly visible and regible from the s t.reet. . For M1 occupancy Slope garage floor to al1ow for drainage to outside to provide afloor drain with sand and oi1 i-ntercepLor to dry well or to sewer.Any garage floor drain connected to sewer must be approved by UpperEagle Valley waler & Sanitat.ion Districb. In garages with living areabearing the area above sha1lresisti-ve construction. UBC above, the walls of the garage wiich arebe protected with one hour fire s03 (B) . {g *'*'"o'u"' CTLTTHOi|PEON, tNC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS SOILS AND FOUNDATION INVESTIOATION PARCEL D, STEVENS SUBD]VISION VAIL, COLORADO Prepared For: DleE lnc. P,O. Box 2072 Eagle, Colorado 8161t1 Job No. G$l@ Tandtil OFFICECOPY June 21, 1999 zS4CENTERORTVE . G|-ENWOOD9PR|NGS,COLORADOaI6oI . Gloil)94$2809 a !f. SCOPE This report prssonts the results ol our soils and foundation investigation on Parcel D, Stevens Subdivision in Vail, Colorado. We explored the subsurface eonditions to provide loundation recommendations for tive single family buildings. This report includes a description of the subsurface conditions found in our test holes, a recommended foundation system and geotechnical and constructlon criteria for details influenced by the subsoils. Our report was prepared lrom data developed during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. A 8ummary of our conclusions is pressnted below. SUMMARY OF CONCLUSIONS Our test holes penetrated 0.5 to 1.5 feet of organic, sandy clays above 4.5 to 6,5 feet of very loose to medium dense, moist, clayey sands and silty sandg underlain by dense to very dense, moist sandy gravels with cobbles and boulders. Drill rig refusal occurrEd at depths of 7.5 to 13 feet. No free groundwater was found in our test holes at the time of drilling. Ws recommend founding the buildings with footings bearing on the native sandy gravels. A maximum soil baaring pressure is presented in the "Foundations" section. Ground level floors in living areas will be foundation supported with a space between the floor and soils. A ground surlace slope away from the buildings should be maintained at all times to reduce the risk of wetting soils below foundations. sm coNDrTroNs Parcel D, Stevens Subdivision is adjacent to Gore Greek at the west end of Vail, Colorado. The bounds of the +/- 2 ag/(e site are defined by a green lence. The site occupies an alluvial terrace formed by Gore Creek. Ground surface slopes are from the south to the north at grad68 meaEured and viEual estimated at 8 to 16 porcent. 1. 4. o Vegotation consiets of medium to large pine and fir trees, small birch trees, llowers, grass€s and weeds. Bouldere and cobbleg are strewn sparsely on the ground surface. PROPOSED CONSTRUCTION Single family residential buildings will be built. The buildings will be wood framed, two to three stories tall with attached garages, No basements ate planned. LiMng areas of ground level floors will be foundation supported with a space between the tloor and the ground. Foundation loads we aseumEd for our analysis were between 1000 and 3000 pounds per lineal foot on continuous footings and'maximum interior column loads of 15 kips. We ehould be informed if actual construction is different than describ€d above' SUBSURFACE CONDITIONS Tsst holes penetrated 0.5 to 1.5 feet of organic sandy clays above 4.5 to 6.5 feet of very loose to medium dense, moist clayey eands and silty sands underlain by dons€ to very dense, moist, sandy gravels with cobbles and boulders. Drill rig refusal occurred at 7.5 to 13 feet deep. No fiee groundwater was found in ou tsst holes at the time of drilling. SITE GRADING Builcting ground floor elevations will be stepped to minimize grading. No fillwill be placed below buildings. Site pr€paration will be limited to stripping of the surficial organic clays, we estimate stripping depths of 6 to 12 inches. 2 o FOUNDANONS ln our opinion, the buildings can be lounded with footings bearing on the native sandy gravels, Footings should be designed and conslructed with the following critsria. 1. Footings should bear on the native sandy gravels and be designed for a maximum soil bearing pressure of 5000 psf. Materials loosened during the excavation or forming prooess should be removed from the footing areas prior to placing concret€; 2. Foundation walls for continuous footings should be reinforced top and bottom, to span loose soil pockets. We recommend reinforcing steel equivalent to that required for a simple span of 10 feet. Reinforcement should be designed by a qualified structural engineer; 3. Minimum footing sizes are desirable. We suggest a minimum width ol 16 inches lor continuous footings and a size of at least 2 feet by 2 feet for isolated column pads. Larger sizes may be required based on the structural loads; 4. The soils under exterior footings should be protected from lreezing, The depth normal assumed tor frost protection in Vail is 48 inches. We recommend contacting the local planning department to verify the depth of protection required. FLOOR SI-ABS AND EXTERIOR CONCRETE Uving areas on ground level floors will be toundation supported with a space between the floor and the ground, Garage floors, patios and sidEwalks will be slabs€n- grade. W€ recommend the following design and construction details for slabs-ongrade: 1, Slabs should be placed directly on native sands or gravels; 2, Slabson-grade should be separated from exterior walls and interior bearing members. Vertical movsment of the slabs should not be restricted; 3. Plumbing below the slabs should be pressure tested. Trench backfill should be moisture treated and compacted to at least 95 percent of the standard Proqtor maximum dry density (ASTM D 698); 4. Frequent control joints should be provided, The American Concrete'- lnstitute (ACl) recommends maximum joint spacing of 15 to 20 feet to control cracking. o I I I I The above precautions will not prevent movement of the slab-ongrade floors in the ev€nt the goils become wet, but they will reduce the potential damage when movement occurs, CRAWL SPACE CONSTRUCTION Below grade walls will be subject to lateral earth pressure. These walls are tgstrained and cannot move and should be designed for the "at rest' lateral earth ptessurE. Assuming on-site sands will be used as backfill, we recommend using an equivalent fluid density of 45 pcf to calculate lateral earth pressure. The above equivalent lluld density does not include allowances for sloping backfill, hydrostatic pressures, live loads or loads from adjacent structures. Backfitl adjacent to the foundation walls should be compactsd to at least 95 percent of th€ standard Proctor maximum dry density (ASTM D 6e8). SURFACE DRAINAGE The performance ol foundations and concrste ftatwork is influenced by the moisture conditions in the subsoils, Wetting of soils below foundations can be reduced by planned and maintained surface drainage. Wetting or drying of the open foundation sxcavations should be avoided. The ground surface surrounding the buildings should be sloped to provide rapid runoff of water away from the buildings in all direstions. We recommend a slope of at least 12 inches in the tirst 10 feet. Backfill of the foundation walls should be moisture treated and compacted (see "Crawl Space Construction'). Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks or downspout extensions should be provided at all discharge locations. ll il I Ii !. o UMITANONS our test holes were spaced to obtain a reasonably accurate picture of the subsurface. Variations in the subsurface conditions not indicated by our test holes will o@ur. We should observe the compt€ted excavations to confirm the soils are as antcipated from our test holss. our report was based on conditions disclosed by our test holes, results of laboratory testing, engineering analysis, and our experience. Criteria presented relests the ptoposed building as we understand it. We should be advised if the final design differs from our assumptions to permit us to re-evaluate our conclusions. This investigation was conducted in a manner consistent with the level of care and skillordinarily exercised by members of our profession currently practicing under similar conditions in the locatity of this project. No other wananty, express or implied, is made. lf we can be of further seruice or if you have questions regarding thig report, pl€ase call. Very truly yours, JM:FJH:cd (3 copies sent) #% W#ip TOWN OF VAIL THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES I'{ECHANICAL PERMIT PETMit #: M95-0105 75 South Frontage Road Vail, Colorado 81657 970-479-213q479-2139 FAX 970-479-2452 Job Address... z 2675 KINNICKINNICK RDLocat,ion ,: PINECREEK AT VAIL #5 Parcel No,.... : 2103-143-17-005Project Number: PRJ95-0127 Department of Community Development APPLICANT OWNER CONTRACTOR Description: NEW SFR DIETZ INC PO BOX 2072, EAGLE DIETZ INC PO BOX 2072, EAGLE ALPINE MECHANICAL P O BOX 973, AVON co 81631 co 81631 CONTRACTORco 81620 Status. . AppIied. Issued.. Expiree. Valuation: #of Gas Logs: I ISSUED o7 /0s/.reesoL/25/tee6 07 /23/tee6 Phonet 3039497052 5, 000. 00 #of l,ood/Pa t tet:Fi replece Inforftation: Restricted: Y l{echani ca[---) Pl,an Chcck--> Inv!st i grtion> tti L t ca l. L---> Restuarent Ptan Rcvi ?tJ--> DRB Fee---- TOTAL FEES_--_ #of Grs ADotiances: 1 12E.00 .00 128.00 128.00 .00 accuretc ptot and ptot ptan, subivision FEE SUlll'IARY **rr}*l.f***t* 100. (x) 25.00 .00 3.00 .00 -00 128.00 Total calculatrd Fees---> Addi tionat Totai Fernit FeF-----> Paynents------ BALANCE DUE------> trrnttr*rt*Jr*tnt**Jr*rrt***fi f rri*||Jr#t**ffi Dept: BUILDING Dj-\'.]-sj-ON: CONDITION OF APPROVAL ***********tr******************************************t(************************* ftem: 05100 BUILDING DEPARTMENT07/07/1995 CHUCK Action: APPR DECLARATIONS I her.by acknoutedga that I have read this apptication, fil,l,ed out in futt the infornation required, comPtcted an pLan, aird stati thit !1,1, thc infornation pro;idcd as rcquircd is correct. I agree to conpty vith thc information io conpl,y vith al,t ToHn opdinances and stite tavs, and io bui(d this st.ucturc according to the Tqmr s zoning and codes, dcsign rcvieu approved, Uniform 8uiLding Codc rnd ordi of the Tovn apPticabte thcrcto. REAUESTS TOR INSPECTIOIIS SHALL 8E ]IADE TI.'EIITY-IOUR 479-2138 oR AT olrR oFFlcE FRoil 8:00 Al'l 5:m P SIGI{ATURE OF OIINER OR COI{TRACTOR FOR HIIISELF AND OI'NER {p rr"r"r"o ru* ******** TOWN OF *** st ********************************************* Statemnt ********************************************* Amount:128.00 0\/2s/96 15:31 Development Wffiiffiiptl,Z;'-ii3 -" Iilff : B-MscH 3-frKtt"36tz 2675 KrNNrcKrNNrcK RD LocAtiON: PINECTTEEK AT VAIL *5 MECHANICAL PERMIT This Payment Account Code 01 0000 41312 01 0000 4t332 01 0000 41336 Total Feea: 128.00 Total ALL Pmts: Balance: Description I{ECHANICAT PERI'IIT FEES PLAN CHECK FEES VTILL CALL INSPECTION FEE 128.00 128.00 .00 **********************************J,***************************** Amount 100.00 25.00 3.00 {p ^"t'"""o ou" TOWN OFVATL : THIS PERMIT MUST BE POSTED ON JOBSITE AT PLWBING PERMIT PCTMiT #: ALL TIMES P95-0105 r 75 South Frontage Road VaiL Colorado 81657 970-479-213V479-21s9 FAX 970-479-2452 APPLICANT OWNER CONTRACTOR Description: Pl.umbing-----> PLan Chcck---> Department of Community Development Job AddressLocation... Parcel No.. Project No. DIETZ INC PO BOX 2072, EAGLE DIETZ INC PO BOX 2072, EAGLE ALPINE MECHANICAL P O BOX 973, AVON NEW SFR 2675 KINNICKINNICK RD PINECREEK AT VAIL #5 2103-143-17-005 PR,t95-012 7 Status...: ISSUEDApp1ied..: 07/0s/L99srs8ued...: oL/25/1996Expires..: 07/23/!996 co 81631 co 81631 CONTRACTOR co 81620 *rr*** FEE SUI'IHARY :*tn#B*#ffi Rcaturfant Pl.an Revi eu--> TOTAL FEES----- Phone: 3039497 052 Valuation:5, 000 . 00 Totrt crtcutated Fees---> 96.7575.00 1E.75 -00 96-75Investigation> .00 l.l i t t Cal, t----> 5.00 Additionet Fees---------> TotEt Permit F;.-------> BALANCE DUE---- *ffrffi**t*,*ffi Jrrtlnk*tr*/rtrt<*rt**ffir#r*rhlrtr#ffiffiH DeDI: BUILDTNG DiViSiON: 96.75 96.73 accufatc ptot rnd plot ptan, suMivision trrtt r*****t** CONDITION OF APPROVAL L*ffi*Hrffirffi ffi *rrtffi ffi*ffi ir#rr*ffi itrffir*lt***/rf *:k**ffinffi*ffi ffi DECLARATIONS IteTn: .O51OO BUILDING DEPARTMENT07/O7/1995 CHUCK Action: APPR I hcrrby acknowtcdge that I hrvc rcad this apptication, fil,Lcd out in futt thc information requi red, complcted !n plan, and st.te that al,l, the infornation provided as required is correct. I agree to coopty uith the information codes, dcsign rcvieu approved,. uniforr Euitding code and othcr ordinances of REOUESTS TOR INSPECTIONS SitALL BE I'IADE TIiIENTY-FOUR HOURS IN ADVAI{CE BY T app t c thereto. FICE FROI.I {p rto"uon*u ******** TOWN OF t ** q+ *********************:k******************** Statemnt ****************************************** REC-0112 Amount:96.75 oL/2s/96 15:32 ** *** P?YSFIIF {^pgs-otos rype: B-PLMB !'7toz-t+l-12-o os z 2675 KINNICKINNICK RD : PINECREEK AT VAIL #5 PLUMBING PERMIT This Payment **************** Account Code 01 0000 41311 01 0000 4L332 01 0000 4L336 96.75 Total Fees: Total ALL Pmtsl BaLance: Description PLT'MBING PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE 96,75 96.75 .00 ************************************************ Amount 75.00 18.75 3 .00 Location {S rr"rruoru"* o : THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES f TOWN OFVilN APPI,ICANT DIETZ, INC P.O BOX 2072t EAGLE coNTRAcToR DIETZ, rNC P.O BOX 2072t EAGLE OV{NER DIETZ INC PO BOX 2072, EAGLE CONTRACTOR BOLTON ELECTRIC P O BOX 796, GYPSITM CO 81637 Description: NEW SFR TOWN OF VAIL ELECTRICAL PERMIT Job Addreeez 2675 KINNICKINNTCK RD Location...: PINECREEK AT VAIL *5Parcel No.. : 2103-143-17-005Project No. : PRJ95-0127 co 81631 co 816 31 co 816 31 Department of Community Development Permit #: E95-0143 Status...: ISSUED Applied..: 07/05/L9e5Issued...: 0l/25/L996 Expires..: 07/23/1996 Phone: 3033285600 Phone: 3033285600 Phone: 303-524-7 27 L Valuation: 75 South Frontage Road Vail, Colorado 81657 970-47 9 -2 I i 8/479-2 I 3 e FAX 970-479-2152 E Iectni ca t---> DRB Fce Invrstigation>t{itt c.tt-_-> TOTAL FEES---> 6,000 . 00 tt*ffif** FEE SUlll'IARY ***t** 129.00 .00 .oo 3.00 132-W Tota[ catcutat ?d Fees---> Addi ti ona t Tota I Permit Fe]------->Payments-----------> EALANCE DUE--- 132.00 .00 132.@ 132. CXt .00 tr**trt*trtrtnti*lr*lrffi ffi *l#*ffi * Deot: BUILDING Division:ITem: O6OOO ELECTRICAL DEPARTMENT07/07/L995 DAN Action: APPR ,cffitrffi*** ****f,*fr**l CONDITION OF APPROVAL *ffi ffi **ffiffi **t*****t****t*ffi *t**** DECLARATIONS I herlby acknoul,edge that I havc rcad this apptication, fittcd out in futt thc inforEtion requircd, compl,ctcd a accufatc Plot p[an, and 3trtr th.t att thc informetion providcd as rcquired is corrcct, I agree to conpty vith thc infornation and Ptol-ptan,to conpty uith rtt Tol,n ordinances and state tavs, and io buitd this structure according to the Tom's zoning and subdivision codes, design revicn approved, Uniforr Buitding Code and oth.r ordinances of the Toul| appticablc thcreto. REEUESTS FOR INSPECTIONS SHALL BE IIADE TIIENTY-FOUR HOURS IN ADVANCE BY AT OI,R {g *""nuo"uo ******** TOWN OF *** st ********************************************* Statemnt * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * :* * * * * REC-0112 Amount:132.00 o1/2s/96 L5:33 - - - - - --Departnen4aonmunity D eve lopmentP?ysiltF 970-4 %{ 7z-Egs-OL+g TyPe: B-ELEC ELECTRICAL PERIfITl.t\toz-tss-t z-oos r 2675 KINNICKINNICK RD : PINECREEK AT VAIL #5Location This Payment **************** Account Code 01 0000 41313 01 0000 41336 Total Fees: 132.00 Tota1 ALL Pmts: Balance: ELECTRICAT PERMIT FEES WILL CALL INSPECTION FEE *****!t****************************************** DescriPtion Amount 132. 00 132.00 .00 129.00 3.00 {g *onuorut" ,l{t {L'tf1 f EYILii' o6 :Eo *=nu==l'o*'!ilI"E['Y3,1'uEl.-g#3t"*, t,z?ts6 89s-Oaos l/?2196 Type: B-BUILD 8675 KINNICKINNICK RD PINECREEX AT VAIL *5 e163-143-17-OO5 NEtl SFR DIETZ, INC DIETZ INC DIETZ, rNC Flctivity: Address: Locat i on: Fareel: Deseription: Appl icant: Owner: Contract or: Status: ISSUED Occ: OOOT trhone: 3O332856OO Fhone: Phone: 3433?856OO trA6E AREA: Constr: NSFR Use: U N Inspection Request Inforration.... Requestor: Carl Dietz Req Tire: O1 :OO Colrents: Iters requested to be Inspeeted.., 06539 BLDG-Terp- trlO Fhone z 47I-1148 Action Corrent s Tire Ey AP- *Hpza-ceo - --*-- Et- r, l lrlt rra:t r, irr-y. . . . .Iter: 00516 * * Not On File * * h /l )Iter: 06910 BLDE-Footinqs/Steel U'Y-lL-\- Iter : Ao,o,?9 BLDG-Foundat ion/Steel OAlg?/95 Inspeetor: CF Action: AtrCR AptrRUVED/CORREC\ION REODNotes: TIE REINFORCEI{ENT St} THAT IT HAS A }ilINIlqUH OF I L/?" OF CT]NCRETE CI]VERIter: OOSaO PLAN-ILC Site trlanIter: OOO3O BLDG-FraringtI/OIl95 Inspector: CDIter: 9,OB4O * * Not On File * * Iter: WA950 BLDG-Insulat ion lL/o.3l93 Inspector: CD Notes: iIAINTAIN CLEARANCEIter: ooo,60 BLDG-Sheetroek Nailll/16/95 Inspector: CD Iter: 0]OAA0 * * Not 0n File * * Iter : 9,OO7O BLDG-ltlisc.ll/OA/93 Inspeetor: CD Notes: NORTH iIALL BETI'JEENIter: OOO9O BLDG-FinalIter: OO:t3O BLD6-Terp. C/0Iter: OO54O BLDG-Final Clg Aetionr APPR AtrPROVED Action: APPR APtrROUED FRt]iI CEILING CNNS Aetion: APPR HPPROVED Action: AtrtrR STUCCO l.tINDOtlS t'tISSINB l.JIRE, ADD THIS REFrr3l a rol,N oF ,l!rYr"!:{;eP' M Ytrr Dl/??/96 96:5O RESUEST5FOR INSpECTION IIORK SHEETS FOR: I/??/i6 trAGE AREA: CD Aetivity: flddress: Locat i on : Parce I : Description: Appl icant : Orrnerl Contraetor: l'195-OlOs LIE?196 Type: B-FIECH A675 KINNICKINI{ICK RD PINECREEK AT UAIL *5 als3-143-t7-tdg's TG}' SFR DIETZ INC DIETZ INC NLtrINE iIECHNNICHL CBNTRACTBR Status: APPLIED Constr: NSFR Occ: Use: Phone: Phone: Phone: 3O39497G5? Inspection Request Inforrat ion. Requestor: FIATT DIETI Req Tire: Ol;OO Colrents: Fhone: 471-114G Tire Ex ..__...ri--t Inspect i on Iter: fter:Iter: Iter: Iter; Iter: Iter: History..... DO?OO ltlEtrH-Rough O(D?4O PLlrlB-Eas Piping OOSrO HECH-Heatingl$l"5l95 Inspector: CD Og3eO f'IECH-Exhaust Hoods OO33O ftlECH-Supply Air &O34S ttlEcH-Fliee. YA/e3/93 Inspeetor: CD Notes: FLUE UENT HAS BEEN FLOOR ONLY OO39O ltlEtrH-Final Action: ffPPR 9g PSI FLOOR HEf,T PIPINE Action: AtrPR FLUE INSPECTED WHERE IT IS UENT FOR BOILER CHASED THRU END X1#1i" o6 r5o REtruEsJ'oRt?frI Aetivity: Address l Locat i on: Parcel: Description: Appl ieant: Ownerr Contraetorr p95-Or05 rt??t96,Type r B-PLilB 8675 KINNICKII{TIIICK PINECREEK AT UNIL els3-r43-t7-tut5 NE}I SFR DIETZ II{C DIETZ II{C ALPII{E H€CHANICAL CONTRACTOR Status: APtrROUED tronstr: NSFR Occ: Use r Phone: Fhone: Fhone: 3CI3949705e l)nvq Fr-,r's EE,isi%ii'gfiE3#5-", M?l-ff L/e3,/96 PAEE AREAI I CF RD *5 at t i' fnspeetion Request Inforration.. Requcrtor: ltlATT DIETZ Req Tire: O1 :@ Corrents: Iters requested to be Inspected. $g?91il trLllB-Final Phone:471-114O Act.ion Corrents ^ TiW:--WZiie[ - re Ex Inspeetion History. . .. .Iter:Iter r Iterr' Iter: IterrIterr ft er: Oo,elg trLilB-Und er gro und OO?eO trLltlB-Rough/D. 1.1. V. l6l?3/ie Inspector: CD OO?3O PLltlB-Rough/llat erl$/e51ll5 Inepector: CD OOe4O PLlrlB-Gas Pipingl6/e5/95 Inspeetor: CD OO?SO trLltlB-Pool/Hot Tubg$?Un Pl-i|B-t{isc- YAlP.5lgS Inspeetor: CD Notes: ROIF DRAINS OR I{USTgde96 PLl,lB-FinaI Aetionr APPR NAIL PLATES I{EEDED Action: AtrPR 96 PSI ON GH..EE Rction: APtrR 14 PSI ON 6AUGE Action: APPR Rt](lF DRAINS RETEST TOP LEVEL PLUG LEtr(IIS *, INSPECTION REQUEST PERMIT NUMBFR OF PRgJECT oor, 4' /f, - ?5 JoB NAME /orl-+Z THUf ----@PMREADY FOR LOCATION: INSPECTION:t./ MON {tnrcL I t1t I TOWN OF VAIL , 479-2138 CALLER BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATEB tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: N HEATING EXHAUST HOODS tr CONDUIT a -<e,ri;rr, SUPPLY AIR O FINAL tr FINAL tr DISAPPROVED tr RETNSPECTION REOUIRED INSPECTOR -,I PECTION REQUEST TOWN OF VAIL tNs PERMIT NUMB DATE READY FOR INSPECTION: LOCATION: 479-2138L /t- CALLER TUES WED THUR )l t tr REINSPECTION REQUIREDtr DISAPPROVED(neenoveo, /\ (-, CORBECTIONS: OOTINGS PLUMAING: tr UNDERGROUND D ROUGH / D,W.V. D ROUGH / WATER tr FOUNDATI O FRAMING ON / STEEL - FOOF & SHEEF " PLYWOoD NAILING O GAS PIPING tr POOL / H. TUB T] SHEETROCK NAIL O FINAL O HEATING tr ROUGH EI EXHAUST HOODS tr CONDUIT D SUPPLY AIR tr FINAL tr FINAL '/ " ,a DATE INSPECTOR PERMIT NUMBER OF PROJECT . l*T.tY . . r4rr "i *r..t.)s ,-. / r- INSPECTION TOWN OF ,Ha REQUEST VAIL 479-21 CALLER WED THUR FRI 7l^t v l,oArE /- I / r: / l/a JOB NAME READY FOR INSPECTION: LOCATION: I BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tt'rouruoRrroN / srEEL tr ROUGH / D.W.V. tr ROUGH / WATERtr FRAMING r-r ROOF & SHEEF- PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIB tr tr FINAL F.INAL #aaoveo tr DISAPPROVED U RETNSPECTION REQUIRED CORRECTIONS: INSPECTOR i Fq5" 0705 PERturT NUMBER OF qROJECT o^r, toluS |,15 JoB NAME I N s P E td[l,P $, $FLo u Esr -tl ,0 CALLER BEADY FOR INSPECTION:INON TUES WED 479-2138 r r-( r C[aLOCATION: BUILDING: O FOOTINGS / STEEL PLUMBING: t] UNDERGROUND tr ROUGH / D.W.V.cl FOUNDAT]ON / STEEL FFRAMING tr GAS PIPING tr INSULATION o i'oot- / H. TUB tr SHEETROCK NAIL tr FINAL MECHANICAL: T] EXHAUST HOODS tr SUPPLY AIR tr APPROVED CORRECTIONS: Hotsappnoveo REINSPECTION REOUIFED 871[L]i^ sa, io REouEs,?;*'?ilHoEE, Yfi i'aEl'o*p3flo*,,,,,,j "" PA6E AREAI LF Activity: Address: Loeat i on: Parce I : Description: Appl icant : Ownerl Contractor; 895-OaO5 Il?USb Typer B-BUILD Status: ISSUED Constr: NSFR E675 RINNICRINNItrK RD PINECREEK AT UAIL *5 el03-143-17-OO5 NEI'I SFR DTETZ, INC DIETZ INC DTETZ, INC Occ: Phone: Fhone l Phone: 6g07 Usel V N 3033a85609 3033aA5600 Inspection Request Inforration..... Requestor: KARL DIETZ Req Tirez tlBz$$ Corrents: PUBLIC Iters requested to be Inspeeted... Phone: I.JORKS APPROUAL Aet ion Corrent s 47r-114O Tire Ex OO:t3O BLDE-Terp. Clo +\..*+ i APCq = -*-€ History..... OOSTO * * Hot On File * * SOOIO BLDG-Foot ings/St eel OOG?G BLDG-Foundat ion/Steel W/O2/95 Inspeetor: CF Fletion: Notesr TIE REINFORCEiIENT SO THAT IT TIF CONCRETE CBUER OOSaO PLA}I-ILC Site Plan lilNt3ti BLDG-Fraring Ins pect i on Iter:Iter:Itet: Iter:Iterl r"Iter: Iter: Iter: fter:Iter: Iter:Iter:Itet: APCR APPRTIVED/CORRECTITIN REOD HAS A lfrNliil.fi oF I 1/a' 1116l/93 Inspeetor: CD Aetion: APFR APPROVED O@4O * * Not On File * * SeeSO BlD6-Insulationtl/0,3/i5 Inspector: CD Fetion: AtrPR APPROVED Notes: IIIAINTAIN CLEARANCE FROtil CEILINE CANS OOO6G BLD6-Eiheetrock Nai I 11116/95 Inspector: trD Action: APPR APPROVED OOOACI * ,r Not On File + * Wm70 BLDG-tisc.ll/OB/95 fnspeetor: CD Action: flPPR STUCCO Notes: NORTH LIALL BETIIEEN IJINDOITS HISSINE WIRETADD THIS 00S96 BLDE-Final OO53O BLIXi-Terp. elO OO54G BLDGF-final CIB REF,T131 TotdN OF UArL, COLoRADO Ll/e$/93 O6r59 REOUESTS FOR INSFECTION tllORK SHEETS FORtlt/ 3/93 PAGE 7 AREA: trF Activityr 895-OeSg lt/ 3/9e Typer B-BUILD Status: ISSUED Constr: NSFR ffddresE: P675 HINNICKINNICK RD Far"cel: E1El3-143-17-OStg Occ: BtZtOT tjEel V N DeEcription: Appl icant r Owner: Contt'aet or' : NEW SFR DIETZ, INC DIETZ INC DIETZ, INC Fhone: Fhone: Fhone: 30334956014 3033eS5600 Inspeet i on Reqr.test Inf ormat i on. . . . Reqrrest on l MATT DIETZ Req Time; O€:OO Commentsr Items r.eqr.re$ted to be Inspected,.. Ao0efr BLDG-I n eu I at'i on F'hone z 47L-II4fr Act i on Comment s Tire Exp ftO. pl*tN+ftt 4 tr cfM,L(< -trArlrn (€Itt*t6 ? **)S _- -.1--- Inspect i on Hi rt ory. . . . .Iten: OA5lS trtl-Drive by Inspection Iten : gilOLq BLDG-Foot ings/Steel Iten : AqAeA BLDGi-Foundat ion/Steel O$/AA/95 Inspeetor: CF Aetion: AF,CR APFRIIVED/trORRECTIUN REBD Notes: TIE REINFORCEMENT S0 THAI IT HffS A MINIMUM OF 1 I/e" I]F CONCRETE COUERItem; rarASeO FLAN-ILtr Site PlarIten: OOOS0 BLDG-Fnaming It/AL/93 Intpeetor': CD Action: AFtrR AFFROVEDItem: oo,946 BLDE-Roof & Sheer. trlywood Nail Item : o,oo.$,0 BLDE-Insulat ion Item: 00060 BLD6-Sheetrock NailIter r OOOAO BLDG-Cour.tesyItem: @V476 BLD6-Misc. Itemr AOO9O BLDB-FinalItenr; OO53O BLD6-Temp. C/uIten: OO54el BLDG-Final C/0 .1, ",w-. -t- PERMIT NUMBER OF PROJECT oor, I o I Jo l?s JoB NAME READY FOR INSPECTION: MON el o-t Or1 UU ltt- (vtz-r* INSPECTION REQUEST TOWN OF VAIL 479-2138 o"=€ LOCATION: UILDING: FOOTINGS / STEEL PLUMBING: C] UNDEFGROUND tr ROUGH / D.W.V.FOUNDATION / STEEL tr ROUGH / WATER ROOF & SHEER PLYWOOD NAILING tr GAS PIPING tr POOL/ H. TUB SHEETROCK NAIL C] FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING O ROUGH B EXHAUST HOODS B CONDUIT tr SUPPLY AIR T] FINAL APPROVED CORRECTIONS: C] DISAPPROVED B REINSPECTION REOUIRED INSPECTOR -) TNSPETcJ;"o$, $frouE PCNUIT NUMBER OF PFOJECT 479-2139 DATE BEADY FOR.INSPECTION: LOCATIOI'l: EUILDING: O FOOTINGS / STEEL tr FOUNDATION / STEEL CALLER TUES WED JOB NAME tr HOUGH/WATERFRAMING ROOF & SHEER PLYI^'OOD NAILING O GAS PIPING o tl o B o tr tr INSULATION tr i'ooL / H. TUB SHEETROCK NAIL FINAL E FINAL MECHANICAL:ELECTRICAL: T] TEMP. POWER B HEATING E EXHAUST HOODStr ROUGH E SUPPLY AIRtr CONDUIT tr tr FINAr=E FINAL ISAPPROVED EINSPECTION BEC tr APPFIOVED CORFTEGTIONS: #/ FRI PLUMBING: E UNDERGBOUND t] ROUGH / D.W.V. O) YiS- t.'t t Pqs'oY* pEFMrr NUMBER or pno.recr Tlt 15--b tos INSPECTION REQUEST TOWN OF VAIL 479-2138.#5,^r, Lolz{ lqs JoB NAME .CALLER TUESREADY FOR INSPECTION: LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING! B UNDERGROUND A ROUGH / D.W.V.-tr "oro" / wATER tr tr tr tr tr tt tr FOUNDATION / STEEL ROOF & SHEER PLYWOOD NAILING nS PtPtttC /'/ INSULATION SHEETROCK tr POOL / H. TUB ELECTRICAL: tr TEMP. POWER MECHAN!CAL: { Henrrruc O EXHAUST HOODS B CONDUIT tr SUPPLY AIR TI FINAL APPROVED CORRECTIONS: DISAPPROVED tr REINSPECTION REOUIRED i: I t;€ LlaNT rot- En i -ae ( z w r+ttt ( ttff<q0 oN/ o?f6e (Looz INSPECTOR REPT131 TUWN OF VAIL, COL0RADO ll/A7/i3 17rO1 RE0UESTS FOR INSpECTIUN tORK SHEETS FOR:11,2 8/95 PAGE AREA: CF Activity; 895-€t€O5'- LL/ A/93 Type:B-BUILD Statrrs: ISSUED Constrr NSFR Addressr 8675 KINNICKINNICK RD Lobationr PINECREEK AT VAIL *5 Farcel l 81O3-143-17-OO5Description: NEW SFR Applieantr DIETZ, INC Ownerr DIETZ INC Contractot': DIETZT INC Occ: Phone: F,hone: Fhone: f'Bttt7 Uee: V N 3033885600 3633e€3600 Inepact i on Request Requestorl ltlATT Req Timel OBrOO Infornation... DIETZ Conments: LffTH be Inspected.. Fhone z 47 I-|L4O ', ItemE requested to . QPATA BLDG-ltli sc.H-- 9Tt' ^i Comfients , Ti me Exp l@L, , f 3es"*,1'--Act i on Inspeetion History..... Item: O0510 PL.l-Drive by Inspection Iten: QOOIA BLDG-Footings/Steel Item r OQO?A BLDG-Foundat ion./Steel @&/ae/9a Inspector: cF Action: AFCR ApFRUVED/CORRECTION Notesr TIE REINFORCEMENT Str THAT IT HAS A MINIFIUIYI OF I t/e" OF CONCRETE COVERItem: OOS?O PLAN-ILC Site trlan Iten : ooo,36 BLDG-Franing LL/All9S Inspectorr CD Actionr APtrR AF'pROUEDItem: AOA4O BLDE-Roof & Sheer trlywood NailIter: OAOS6 BLD6-InsulationtI/A3/9e Inspector: CD Actionr AFF'R RFFROVED Notes: MAINTAIN CLEARANCE FROM CEILING CANSItenr Ao$60 BLDG-Sheetroek Nail Item r O@OA0 BLD6-Cour"tesyIten: o,o@70 BLD6-Mise.Itenr 00690 BLDG-Final Item: 60530 BLDG-Tenp. C/0 Iten: OO54O BLDG-Final tr/u P' r1<rE a \6 qtre E- -7- REpT131 TOhrN OF VAIL, CI]L0RADOg9/?3t96 06:54 REOUESTS FOR INSPECTION IIORK SHEETS FOR: 9/?3/96 PAGE AREA: CF a Aetivity:895-;Oe9-*5*.., 9/?3196 Type: B-BUILD litatus: ISSUED Constr: NSfR Ad{ress: P675 KINNICKINNICK RDLoeation: PIIWEEFEK AT UAIL *5 Pareels 21(i$:fffi:ff'=665**' oec: oooT Use: V N Descr i pt i on : Appl ieant : Owner; Contraetor:, NEI.I SFR DIETZ, INC DIETZ INC DIETZ, rNC Phone: Phone: Phone: 3033eS5500 3033e45600 t.Inspect ion Request Inforrat ion. . . . . Requestor: HATT DEITZ Phone: 471-1140 Req Tire t Q-tLs*jg::"gnts.:-SUILD.ING *sIters requested to be Inspected... Aetion Corrents Tire Exp oA54O nLDE -Fin*.l.--C,/O Inspection History.. ...Iter: OO51O driviway grade final Iter: GOOIO BLDG-Footings/SteelIter : 9/iloPD BlD6-Foundat ion/Steel A6/g?/95 Inspectorz CF. t Action: APCR APpROUED/CORRECTIIIN REQD Notesr TIE REINFORC€i|ENT SO THAT IT HAS A llINIt4Uil OF t l/?" i OF CONCRETE COVERIte:: OOSEO PLAN-ILC Site Plan Iter: OOO3O BLDG-Frariqgll/61/93 Insperetorr CD Action: APPR APFRaIUED Iterr OOO4O * * Not On File * i* Iter; OOOSO BLDG-Insulationll/UslSS Inspeetorr CD Aetion: AtrtrR APPROVED Notes: II|AINTAIN CLEARATICE FROttl CEILING CANS Iter: 00060 BlD6-Sheetrock Nail It/16/95 Inspeetorr CD Action: AtrPR APPROUED Iter: OOOSO * * Not On File * * Iter: o,O0?O BLDG-F|isc.It/W/95 Inspeetorr CD Action: fltrPR STUCCII Notes: NORTH IIALL BETI.|EEN I.IINDOIJS MISSING IIIRETADD THIS Iterr @O9O BLDG-Final Iter: OOE3O BLDG-Terp. trltr0l/?3/96 Inspector: CD Action: APPR APPROVED Notes: APtrROUED ON THE CONDITION THAT: THE OUTHOUSE IS RE]4OVED CONSTRUCTITIN DEBRIS IS RETIOVED BACK DECK HUST HNUE PICKETS INSTALLED T]N CUAFDRAIL UERIFY THAT TEHPERED 6LASS IS USED IN FRONT ENTRY COSEIIETICS NOT COFIPLETE trRLL FT]R REINSPECTIT]N FOR BACK DECK AND DEBRIS REHOUAL Iter: OO540 BLDE-Final tr/O r:' .-rs:It t QE-0045 oor. rclzrJ ll5 ,o, *or. { T INSPECTION REQUEST TOWN OF VAIL 479-2138 CALLEB ol B-\ READY FOB INSPECTION: MON TUES IWED' F- .oJ;-11'lt ?C (rNv-ttci, r*' r(li'THUR FRI BUILDING: tr FOOTINGS /.STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V,tr FOUNDATION / STEEL tr FRAMING tr ROUGH / WATER n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK'NAIL tr FINAL tr TEMP. POWER O HEATING O EXHAUST HOODS tr CONDUIT tr SUPPLY AIR O FINAL APPROVED CORRECTIONS: T] DISAPPROVED tr REINSPECTION REOUIRED DATE ,, I,INSPECTOR ,l I t\/1\n v 1O!/LP(F-|A)oot r) ( <CfUVNet LETTER oF cREDrr F'RMAT'\Jvr v LegarDesqjpto":Fgf'Jrol& Subdivision Fft.q 4nafl. Filing 1**8il@trru DEVELOPER IMPROVEMENT AGREEMENT THIS:AGREEMENT, made and entered into this 3rd 6sy oi Januarv . 19:g by and among Dietz' rnc'(herej4gfter-called lhe "Developer"), and the TOWN and oa*Ilto'"" olhereinafter called the "BanK).OF VAIL (hereinafter called the "Town') WHEREAS, the Developer, as a condition of approval of the plans, dated 19_, wishes to enter into a Developer lmprovement Agreement; and WHEREAS, the Developer is obligated to provide security or collaleral sufficient in the iudgment of the Town to maka reasonablo provlElons for completion ol cgrtaln lmprovsrfionts set forth below;and WHEREAS, the De\reloper wishes to provide collateral to guarantee performance of this Agreemenl, including construction of the above-referenced improvements by means of the following: Developer agrees to establish a lelter of credit with a Bank in Eagle County in a dollar amount of $ l]:5t:!9 (125/" ot the total cost of ihe work shown below) to provide security for he following: IMPROVEMENT Landscaplng NOW, THEREFORE, in consideration of the following mutual covenants and agregments, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and €xpenses, to furnish all equipment and material necessary to perform and complete all improvemdnts, on or before octoher 03- 1e96 TheDevelopershall complete,inagoodworkmanlikemanner,all improvements as listed above, in accordance with all plans and specifications filed in the office of the community Development Department, the Town of Vail, and to do all work incidental thereto according to and in compliance with the following: a. Such other designs, drawings, maps, specifications, sketches, and olher matter submitted by the Developer to be approved by any of the above-referenced' govemmental enlities. All said work shall be done under the inspection of, and to the satisfaction of, the Town Engineer, the Town Building Omiiat, or other ' oflicial from the Town of Vail, as affected by speeial dislriejs or sanrica distriets, as their respective interest may appear, and shall not be deemed complete until approved and accepted as completed by the Town of VailGommunity Development Department and public Works Department. 2. To secure and guarantee performance of its obllgations as set forth hereln, the Developer agrees to provide security and collateral as follows: Page 1 of 3 er of credit #9463453 in the amount of $ lL!32:I9 (name ol bank in Eagle County) as the security for the improvements set forth above if there is a default under the Agreement by Developer. 3. The Developer may at any time substitute the collateral originally set lorth above for another lorm of collatsral accepteblo to the Town to guarantei the falthlul complotion of those improvoments relerred to herein and tho porlormance of the terme of thls Agreement. Such acceptance by the Town of altomatlve collatenal shall be at the Town's sole discretion. 4. The Town shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occuning to the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee lhereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This Indemnity provision shall be in addition to any othsr liability which the Developer may have. 5. lt is mutually agreed that the Developer may apply to the Town and the Town shall authorize tor partlal release of the collateral deposited with the Town for each category of improvement at such time as such improvements are constructed in compliance with all plans and specifications as relerenced hereunder and accepted by the Town. Under no condition will the amount of the collateral that is being held be recjuced below the amount necessary to complete such improvements. 6. lf the Town determines, at its sole discretion, that any of the improvements contemplated hereunder are not constructed in compliance with the plans and specifications set forth in this Agreement on or before the date set forth in Paragraph 2, the Town may, but shall not be required to, redeem the letter of credit as necessary to complete the unfinished improvements. The Bank shall release such funds upon written request from the Town stating that the improvements have not been completed as required by this agreement. The Bank shall not require the concurrence of the developer prior to release of the funds to the Town nor shall the Bank be required to verify independently that such improvements have not been c0mplot€d as requlred by thls agresment, but shall release such funds sQlely upon the Town's written request. lf the costs of completing the work exceed the amount of the deposit, the excess, together with interest at twelve percent per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurei of Eagle County to be collected in the same manner as delinquent ad valorem taxes levied against such property. lf the p€rmit holder fails or refuses to complete the cleanup and landscaplng, as defined in this chapter, such fallure or tetusal shall be consldered a vlolafion of the Zonlng code. 7. The Developer warrants all work and material for a perlod ol one year after accsptance of all work refeJred to in this Agreement by the Town lf such work ls locatod on Town of Vail property or within Town of Vail right-of-way pursuant to Section 17.16.250. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in wrlting and executed by allparties hereto. Dated the day and year first above wrltten. witli Page 2 ol3 STATE OF COLORADO COUNW OF EAGLE . The foregoing Developer lmprovoment Agreement was acknowledged befon mc this -3ElL day ofJanuary , 19_9jby Carl I"I. Dletz as Presldent of Dietz, Inc. Witness my hand and official seal. My commission exet"s: tl f 17l?g o STATE OF COLORADO COUNTY OF EAGLE ss. , The foregoing Developer lmprovement Agr€ement was acknowledged before me this _ day of Witness my hand and official seal. My commission expires: Notary Public Firs tBanli f Avon BANK MaTy Pre s ldent 19 bv STATE OF CO{-ORADO COUNW OF EAGLE The foregoing Developer lmprwement Aoreement was acknowledo€d before me thls3rd dav of19jby MaryIr. -Cumtngs ds seni<ji"v-ii'ii-P;&idd;t-of-Fi;;*a;k"ormd'n:-' Witness my hand and official seal. My commission erytes: I / - I 7 - I 7 Upd.td 0AUt4 January Dietz, Page 3 ol 3 o dA\ j rf YTHIJDWARDS LANDSCAPING & THE NURSERY P.O. Box 1268 . Edwards, Colorado 8f632' 970-524-7493 LAIIDSCAPING CONTRACT/iIID FOR DIETZ CONSTT(UCTIS!'I PINE CREEX UNIT 5 fAIJ. COI,ORADO .?_-r,a$T-_!!&{EBI4i"s. The foltowing prj.ses lncluties delivery cosL' cont cf plant mat,er1als thenselvesr soil amaend$entsr labor for ln.stall.ation, and, a one year warrantee on all nateriais under norllalconortions. The one year'rtarrantee will not covel or irrelude damage done by aninals, $owersr vehicles, snort plowsr or plant l.oss due to lack of sater. ALl plants wj.lL be backfllled with a nixture of peat ross and or coulxrst to ensure healthy growth. 1+o-3" Cal. Aspen tg $i50.00 ea. . $2,850.00 #5 Abottsr-ood Potenbilla € $25.00 ea. S 125.006' CoLora<1.o t;pruce e $340.00 ea. S i 25.007' Colorad.r Spruce @ 5400.00 ea. S 800.00I' Colorado spruce B t45C.00 ea. $ 900.009' Colcrqdo Spruce g S510.00 ea. Si,020.00l0' Colorado Spn;.ce 0 5560.00 ea' 51,120.00 #5 Native Chckecherry € 327.00 ea. $ 54.00 #5 Natj.ve Rose 0 527.00 ea. S 270.00 24"-30" Mugo Pine 0 $150.00 ea. $ 480.00 #5 Redtwj.g Dosrrrood e 425.00 ea. $ 3?5.00 if5 Ural False spirea E 527.00 ea. S 135.00 A6$orted Perenn.l-al.s #1 € $13.00 ea. $ 585.00 TOTAL FOR PLAI{T MATFRTALSz $9,394.t)A UHTAL EDG1NG ;;;;;;" prices irrcturre delrverv or na.terialsr cost or materials, and Labor cost for installatj.on- 60 reet of Meca1 Edging € 52.00 per Ft' $ 120'00 19 5 2 2 2 2 z- z 10 3 15 5 45 (Lancscapi"o t Pine creek f,5 conr'lnueal t 1 982 Sguare Feet 0 .56S Per ft. soD The following prlce lncludes clelivery of inateri'al's' final hand grading, cosi oi rnauerlalsr instafiatiori and ferti]izer' Page 2 $1,'109.92 nq3,712.68 wll.pFt9wrlR SEED The followinE pr:ce rnciudes a final hano gradj'ng' cost of i'.Uri-i"i inltiiiiiiot1, cosL of maiegals, and defrverv of allmaterialswi+-h2"-3"ofsirawmulchrt,/tackifier. 1O'313 Square Feet. of wli.oflower seed and straw G .36c Per fi. rus!"roNE The following price includes cos! of rnaterials' delivery o'[ all materials, and labor for placement of maLerials' 208 sguare Ft. of Flagstone @ 55.00 per ft' $1'040'00 4 Zone irr.i.gatlon sYstem $2 ,700 . oo lRR]GATION The fo.Ilrrwj.ng price includes clock, sleeving.' valves' P.V.c. r heads, poiypip.' drrp irrigatiort.r funny plpe' and backflow vafve. cbit- of clellvery ind labor 1s also incuded ihe folfowing price. There wrll' be a one year warrancee on iii" iysiem uiabr normar conciLions. This wiLl not incl.ude a"orusi done by mowers, animals, or vehj'cles' The system wi}]' be blown ouc once lhe first fal} after insta].1atlon, unA-tr.rt"d on the following spring at' no eharge' ljlYMENT Fifty Percent (5(lt) of TOTAL COST will be paid t'o Edltards iuna!"lpins before'j;[ i; jtarted to cover cost' of a1]' materlals needed'io""o,npf"te Lhe job' Draws. w111-be made avallabte during in. initallatlon period' The BALANCE of TOTAL wrI] be paic--wilrrin lurc ir,rm conpietron_of job. If BAIANCE of tot.a] remalnE ouEitanolng for 9Y9t_ry=ry IT WILL BE SUBJE.i_TO AII JNTEREST CiTARGE OF 18t PER ANNUM' ii cor,lncTloN proceedings on t'his account becorne necessary' in"-""uior". "lruii-ir.-i,i"ponslble for attorney fees and cost incurreO in the col.lecLion of thls matter' lr (Lan<lscaplng I PJ.ne creek *5 contrnuea.lt Page 3 !4, }{oRK r)RD9R_ CISNGE-S_ Any adcirtlona or deletLons to origl.nal bid wiLl be put 1nwrlttlng, prices agreed upon by both partles, and a vtotk order slgned by both parLles before work is sLarted or stopped. TOTAL COST E-OI3 \:rOI3: #1 7 . 225 - 60 Dietz Conslruction Edwards LandscapingEagle Co. P.O. Box 1258Edwards CO. 8163'L o ..ffi*,1 +F[ ndnru -*' E I.IDWTNUS LANDSCAPING & THE NURSERY P.O. Box 1268 'Edwards, Colorado 8f632 ' 970.524'7893 LAIIDSCAPING CONI'IIACT TBfi) FOR DIETZ CObISrI(UC"TIC.N PINE CREFK UNIT 5 VAII. COI,ORADO .P-TiS.NLSSIEBIIi*s. The folLowLng prj-ces incLudes Celivery cosL, cocL cf plant roateria:s tnemle:.vesr soil ammendments, Iabor for instalLatlon, anC a one year warrantee on al'I naueriais r.srder no::mal conortions. The one year warrantee will not cover or irrclude dalAage done by anirualsr slo1J€tSr vehiclesr EnOrv flows, or plant loss cue to l.ack of water. Ail plants will te backflited with a nixture of peat uross and or conpost to ensure healthy growth. 19 5 2 2 2 2 2 z 10 3 15 5 45 'iri"-3n Cal.. Aspen 0 $t5r1.00 ea. . $2,q!9.99 $5 alottswood iotentiLla € 525.00 ea. 5 125'00 6'col-orado sprucc e $340.011 ea. S i25'00 7r Coforado Spruee G 5400.00 ea. $ 800'00 tt' Colorndo Spruce e 945C.00 ea. $ 900.00 9' Colcredo Spruce e $510.00 ea. Si,020'00 l0' Colorado ipruce 0 5560.00 ea. tl'l?g.qgils lliii"e chcklcherry E 527.00 ea. $ t'l'99 +S Nati.tte Rose 0 $i:7.00 ea, S 270'00 ia'-go" Muso Pine 0 5150.00 ea. $ 490.99 #S neatwi.g Dogt?tood 0 425-00 ea. $ 3?5'99 iiS urar rilse-spirea € 527-00 ea. S '!35'00 iosorted Ferennl.al.s #1 € $13.00 ea. S 585'00 TOTAL FOR PI.AIIII. MA?ERIAI.S: $9'394.0C IIETJL_EDSINg The followJ.ng pi:ices ir.clude delivery of na.terialsr cose of naEerials, and Labor cost for installation' .: 50 lreet of t{otal Edglng € 52.00 Par Ft. $ 120'00 soI) Thefoltowingpriceinclu.Jesc]eliveryofinaterials,flna]- lran<l gradtng, cosi-ol miierfals, lnslallatlorr and fertillzer. (LarrCscapirrg lor fo Creek ll5 conr'inueci"')O 1 982 square Feet 0 .56Q Per ft. A Zone lrr.l.qation syst,em s!@I' Page 2 $i,109.92 $3,712,68 ;2,7oo.oo ullp&'9w}iBi sEEp The following price rnciudes a final hano gradj.ng, cost of iiUoi ior fnitifiiiion, cosL of nareruals, and dellverv of uii-*oi"rlals with Zu-g' of straw mulc6 rvlt,acklfler. 101313 Square Feel of wiiclflower seed and sttaw @ .36C Per ft'. Etss"egEE The followilrg prrce incluCes cos*- of materials' dellvery o'[ all materlats, anci labor for placement of materials' 208 sguare Ft. of Fl.agstone @ $5'00 per ft' $1'040'00 ]RRIGATiC'N The followlng price includes clock, sleeving' valvesr P.V.c. r heads, polyptPe, drip 'lxrigation' funny plpe' and trackflow valve. ciit'of ctelivery ind labor is also incuded ine ioffowing price. There will be a one year warranEee on ;il; ;t;l;m-unabr-.oi*ui "ond,j.Lions. This wil,L not include aim"gar-aone by nlowers, animals, or vehicles' The system willbeblownoutoncethefirstfal}afterinsta].1ation,l"A-t"i"La on tne folLorving sprlng at no eharge' Lr.ifty Percent (S(rt) ot TOTAL COST wilL be paid to EdwardE i.na!"ipinq lerore':orr is-st'a'rced to cover cost of all materials needed io""otnpf"le tfre Job' Draws. will-be made avallalrte durtng ine initallatj'on period' The BALANCE of ToTAL w:_It be puii""i.riii" iO oag irom compietron_of job. rf BALANSE ot toril remainffiEstanoins for 9Y9r_IEIW9 IT WILL BE SUBJECi-TO_NN I.NTEREST CHARGE OF 18T PER ANNUM' ii col,L,EcTroN proceedj.ngs on this account becone necessary' it"-"Giomer sfiarr-rr"-i,ilponsib1e for atuornev fees and cost incuriea ln the col.lectlon of thls malter' .. (Landscaplng for |le creek, 15 contlnued..., O Pase 3 }roRK r)RpER eI{j\NGEg Any addrtlons or del.etLons to orlglnal bid will be put lnwrlttlng' prlces agreed upon by both partles, and a work order olgned by both partles before work is stalted or stopped. ?:O:FAL COS:F FOII' \:rOB 3 $1 7 . 226 - 60 Dletz Constructl.on Edwarcls LandscapingEagle Co, P.O. Box 1258 Edwards CO. e163?. I andamong Dletz, rnc.(herelpgfterpal[ed the "Developer"), and the TOWN and l}tilll"" ftereinafter called the "Bank'). f mpUrrvr,vurnf= \tu^tt@W. itr"d^tm* oF cREDrr F'RMAT Legal Description: Lot.-- Bbcft_Subdidsion--, FErc -Idlileso fihL&+# . -^^- Dale of Expiration: ry! rYYo DEVELOPER IMPROVEMENT AGREEMENT THIS AGREEMENT, made and entered into this 23rd day oi Ja",'"rv . 19 96 by OF VAIL (hereinafter called the t'Town") WHEREAS, the Developer, as a condition of approval of the plans, dated 19_, wishes to enter Into a Developer lmprovement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sullicient in the judgment of tho Town to make reasonable provlsions for completlon of cartain lmprovements set forth below; and WHEREAS, the Developer wishes to provide collateral to guarantee performance of this Agreement, including construction of the abovereferenced improvements by means of the following: Developer agrees to establish a letter of credit with a Bank in Eagle Gounty In a dollar amount of $576s .09- (125o/o ol the total cost of the work shown below) to provide security for the following: IMPROVEMENT Completlon of road ln Pine Creek Development NOW, THEREFORE, in consideration of the following mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expenses, to lurnish all equipment and materlal necessary to perform and complete all lmprovomdnts, on or before Septenber 1. 1995 The Developer shall COmplete, in a gOod workmanlike manner, all improvements as listed above, in accordance with all plans and specifications filed in the office of the Communlty Development Department, the Town of Vail, and to do allwork incidental thereto according to and in compliance with the fotlowing: a. Such other designs, drawings, maps, specilications, sketches, and other mattgr submitted by the Developer to be approved by any of the above-referenced' govemmental entities. All said work shall be done under the inspection of, and to the satisfaction of, the Town Engineer, the Town Building Otficial, or other official from the Town of Vail. as affected by speeiel distrlcts ar senrica districts, as their respective interest may appear, and shall not be deemed complete until approved and accepted as completed by the Town of Vail Community Development Department and Public Works Department. 2. To secure and guarantee performance of its obligations as set torth herein, the Developer agrees to provide securlty and collateral as follows: Page 1 of 3 lrrwocabte letter ol credit #--946:3t60 in the amount of $ a'ru with Ft.arRa;k or Avon (name of bank in Eagle County) as the security for the improvements set forth above lf there is a default under the Agreement by Developer. 3. The Developer may at any time substitute the collateral originally set forth above lor another form ol cotlateral acceptable to the Town to guarante6 the faithful completion of those improvements referred to herein and the performance of the terms ol this Agreement. Such acceptancs by the Town of altematlvo colletoral shall be at th€ Town's solo discretion. 4. The Town shall not, por shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occuning to the work specitied in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee thereof, be liable for any persons or property injured by reasOn of the nature ot sald work, but all of sald liabilities shall and are hereby assumed by he Dweloper. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees agaitrst any losses, claims, damages, or liabilities to which the Town or any of its officers, agents oi employees may become subject to, insofar as any such lossss, claims, damages or liabllltles,(or actlons ln respect thereot) that arlse out of or are based upon any performance by the,Developer hereunder; and the Developer shall relmburse the Town for any and all legal or othbr expenses reasonably incurred by the Town in connection with investigating or defehding any such loss, claim, damage, liability or action. Thls indemnl$ provlslon shall bo In addftion to any other liabllity which the Developer mayhave. ; 5. lt is mutually agreed tnat tne Developer may apply to the Town and the Town shall authorize for partial release of;the collateral deposited with the Town for each category of improvement at such time as suih improvements are conslructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition will the amount of the collaterat that is being held be reduced below the amount necessary to complete such lmprovements. 6. lf the Town determines, at its sole discretion, that any of the improvements contemplated hereunder are not constructed in compliance with the plans and specilications set torth in this Agreement on or before the date set forth in Paragraph 2, the Town may, but shall not be required to, redeem the letter of credit as necessary to complete the unfinished improvements. The Bank shall release such funds upgn written request from the Town stating that the improvements have not been completed as required by this agreement. The Bank shall not require lhe concurrence of the developer prior to release of the funds to the Town nor shall the Bank be required to verily independently that such improvements have not bean completed as required by thls agreement, but shall release such funds solely upon the Town's written request. lf the costs ol completing the work exceed lhe amount of the deposit, the excess, together with interest at twelve percent per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagte Coung to be collected in the same manner as delinquent ad valorem taxes levied against such properg. lf the permit holder fails or refuses to complete the cleanup and landscaplng, as defined In this chapter, such lallure or refusal shall be considered a violation of the Zoning Gode. 7. The Developer wanants all work and material for a period of one year after acceptanc€ of all work referred to in this Agreement by the Town if such work is located on Town of Vail property or within Town of Vail right-of-way pursuant to Section 17.16.250. 8. The parties hsreto mutually agree that this Agreement may be amended from time t0 time, provided that such amendments be in writing and executed by all partles hereto. Dated the day and year first above written Page 2 of 3 t7 Dletz, STATE OF COI-OFADO @tJNW OF EAGLE ) )s8.' ) lS_ by The brcgolng D,ewloper lmporrom.nt Agreement was acknorrledgsd before me thls _ dey of Wtnesg my lnrnd rnd ofrcbl scal. My commireion cplrcs: Notary PuUic FIRSTBANK F AVON BY: Preeldent STATE OF COLORADO COUNTY OF EAGLE ) ) ss. ) -. nP to'lSgfE Dcwtopcr lrryrwcmcnt Agrecmcnl wes ac*norvbdocd bcbrc me thb lrndey o1 Januarv 19..96by tttary,T. Cunrnrinas as Sr. V.P. of FlrstBank of Avon Wltncrg my hsnd rnd offlchl gcrl. Myoomn{rston rryun V7(97 l+d..d X2.ra PT.3 d 3 f,TBA]{( QF AVON 0Ol f West Beavor cresk Boulovard P.O, Drawer 5270 Avon, CO 81020 (970) 949€r0O.LENDER' IRREVOCABLE LEfiER OF CREDIT : 94534s3 toEtfTtFlcaTloN o. Lender indicalted above ('Lendef) heteby establishes at the request and for the account of Customer an lnevocable Letter of Credit in favor of Beneficiary for a sum of --&tenllo-Lelbo-qs3g_d_Lt]6 Bunq_r6d_rb!aqylq!{g_e!!d_5_0/-1oo=-- Dollars (g -LlJ,l?'l-Q.-- 1. TheEe funds shall be made available to Bon€flciary agalnst Lend€/E rrcslpt trom Bencflclary of draft! drawn at Blght on Lcndcr at lta addrccc indicat€d above (or such other address that Lender may provide Beneficiary with written notic€ of in the futuie) during regular business hours and ac€ompanied bythe signed wrinen statements or docum€nts indicated below. WARNING TO BENEFICIARY: PLEASE EMMINE THIS LETTER OF CREDIT AT ONCE. IF YOU FEEL UNABTE TO MEET ANY oF ITS REOUIREMENTS, EITHER SINGLY OR TOGETHER, YOU SHOULD CONTACT YOUR CUSTOMER IMMEDIATELY TO SEE IF THE LETTER OF CREDIT CAN BE AMENDED. OTHERWISE, YOU WILL RISK LOSING PAYMENT UNDER THIS LETTER OF CREDIT FOR FAILURE TO COMPLY STRICTLY WITH ITS TERMS AS WRITTEN. I. DRAFT TERMS AND CONDITIONS Lender shall honor the drafts submined by Beneficiary'under the following terms and conditions: Eacb draft nust be acconpained by a Etetement by a duly autborized officer of :!bolowa of vail stltitrg that thl.s draro is ia connect:loa with fulds lecdcd for thc accoutrt of Dietz, I[c. Upon Lende/s honor of such drafts hereinafter, Lender, once the full amount of credit available under this Letter of Credit has been drawn, shall be fully discharged of its obligations under this Letler of Gredit and shall not thereafter be obligated to make any furth€r payments under this L€tter of Credit in respect of such demand for payments to B€neficiary or any other person. lf a non-conforming d€mand i3 made, Lender shall notity Beneficiary of its dishonor on or b6for€ the time mentioned in Section s below. Beneficiary shall have no recourse against Lender for any amount paid under this Letter of Credit after Lender honors any draft or other document which complies strictly with this L6tt€r of Credit, and which on its fac€ appears otherwise in order but which is signed, issued, or present€d by any party or under the nam€ of any party purporting to act for Beneficiary, purporting to claim through Beneficiary, or posing as Beneficiary. By paying to B€neficiary an amount d€manded in accordance with this Letter of Credit, Lender makes no represerfiation as to the corr€ctness otthe amount demand€d and Lender shall not be liable to Beneficiary or any other person for or in respect to any amount so paid or disbursed for any reason whatso€vor, including, without limitation, any nonapplication or misapplication by Beneficiary of th6 proceeds of such payment By presenting upon Lender or a confirming bank, Beneficiary certifies that Beneficiary has not and will not present upon the other, unless and until Beneficiary m€ets with dishonor. Beneficiary promises to r€tum to Lender and confirm any funds received by Benefic{ary in exc€ss of the Lett€r of Credh's maximum drawing amount. 2. USE RESTRICTIONS All drafts must be marked 'DRAWN UNDER -qii5--qBen-k r f A: IRREVOCABLE LETTER OF CREDIT NO.946305 3 DATEDi-equcry-olr--!9 9 6 ', and the amount of each draft shall be marked on the draft. Only 8eneficiary or Beneficiary's TransfEree (only if transl€rable) may complete a draft and accompanying stat€ments or documents required by this Letter of Credit and make a draw under this Lefter of Credit. This original Lett€r of Credit must accompany any draft drawn hereunder. Partial draws [l are permitted f] are not permitted under this Letter ot Credit. Lende/s honor of a partial draw shall correspondingly reduce the amount of credh available under this Letter of Credit. Follo,|ing a partial draw, Lender shall return this ofiginal Letter of Gredit to Beneficiary with the partial dran, noted thereon: in th6 alternative, and in its sole discr€lion, Lender may issue a substiMe L€ttar of Credit to Ben€ficiary in th6 amount shown abov6 less any partial draw(s). 3. PERMITTEDTRANSFEREES I This Letter of Credit may be transbrred by Beneficiary upon providing Lender with prior written notice of the transfer. The Transf€ree shall be deemed the nq,v Beneficiary of lhis L€tter of Credh and the documents of th6 Transbree, Including drafts requked under this Letter of Credit, are to be processed by Lender (or any intermedia$ whhout the original Beneficiary's int€rvention and without any turth€r r$ponsibility on Lender's part to the original Beneticiary. El The right to draw under this Letter of Credh shall b€ nontransferable, except for: A. A transfer (in its entkety, but not in part) by direct operation of law to the original Beneficiary's administrator, €xecutor, bankruptcy trust€€, receiver, liquidator, su@essor, or other representatives at law; and B, The firt immediate transter (in hs enthety, but not in part) by such legal representative to a thkd party aft€r express approval of a gov€rnmontal body fi udicial, administrative, or executive). lraqTAnt /fiF^6!rl6h "..hF^r^^r." r.. ,t,r/ri,r\ /0.!.|1 tl.r.ta.| ffi \Z s'L:t*'ic.l --7 3rn lroLHY, AR'HrrEcr 't -.-./ -- -- l/il/T fF $D vlu\ ,+t.r w- ,2' l-- .+. I L t. )/, af=t.u.P..q1 baF6 44.4*,8'T fRow