The URL can be used to link to this page

Home My WebLink AboutLand Use Case.283 Forge Rd.0021.2016.ASLU0021.2016.ASLU 283 FORDGE ROAD BURLINGAME RANCH PHASE 11 PUD PUMP HOUSE 273502318801 0/0.../.-- --Ij flillillidillill 9Â»-ELLI P U -- g PATH: G/DRIVE /ADMINISTRATIVE/ADMIN/LANDUSE CASE DOCS THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER 0021 2016.ASLU PROJECT ADDRESS 283 FORDGE ROAD PARCEL ID 273502318801 PLANNER RIELLY THIMONS CASE DESCRIPTION PHASE 11 PUMP HOUSE BURLINGAME REPRESENTATIVE PARKS DEPT SCOTT CHISM DATE OF FINAL ACTION 4.27.16 CLOSED BY ANGIE SCOREY 1.12.18 17 85023 1 %Â¥01 002 1.2016 1 45 Lul :1 Permits = 03 "ImiE'lli file Edit Record Navigate Fgrm Reporis Format Iab Help ~ i@ 4, 24 00 14]6 3 JBâ€¢ ID] I / /] m 1~ 11 Jump l i,90M t#l i@ ~ 32â‚¬16 3 3 J *m . 7.Wa #~ '':r , . _Â®2| Custom Fields Rogting Status Fee Summary 'Adions Routing Jlistory flfmt type hsiu Aspen Land Use Permit # 0021.2016.ASLU A Address 283 FORDGE ROAD BURLINGAME PARK PU Apt/Suite City ASPEN State ~-] Zip 81611 Permit Information I 1 4.2. 2=/ 9 1 Master pelmit Routing queue aslu 15 Applied 03/ 11/2016 0 ir Project Status Pending Approved Z 0 5 Description BURLINGAME PARK PUMP HOUSE -CITY PROJECT FEES WAIVED 50% PER JEN Issued r - PHELAN Closed/Final Submitted SCOTT CHISIM 920 5120 Clock PunnIng--| Days F-01 Expires 03/06/2017 :~ * Submitted via 4 . Owner <~ Last name CITY OF ASPEN First name 130 S GALEMAST ASPEN CO 81611 Phone (970) 987-2950 Address Itt Applicant E Owner is applicant? U Contactor is applicant? Last name CITY OF ASPEN First name CITY PARKS 130 S GALENAST ASPEN CO 81611 ~ Phone I j Cust # 28120 Address Email 32. Lender * Be Last name First name Phone () - Address l'AspenGold5(EEÂ¢Egelasl~ 41 . .: 9 %*2*41& \1~3044 6.5 0 'lo \ 4%8*410Oll ~ sdnes qg.L.1 - RECEPTIONA 8867, 04/27/2016 at 09:11:31 AM. 1 OF 8, R S46.00 Doc Code APPROVAL Janice K. Vos Caudill, Pitkin County. CO NOTICE OF APPROVAL ADMINISTRATIVE APPROVAL GRANTING AN INSUBSTANTIAL PD AMENDMENT AT, PARK A, BURLINGAME AFFORDABLE HOUSING PHASE 11, ACCORDING TO THE PLAT THEREOF RECORDED APRIL 9, 2013, IN PLAT BOOK 102 AT PAGE 69 AND AS DEFINED AND DESCRIBED IN THE PITKIN COUNTY, COLORADO RECORDS. APPLICANT: City of Aspen 130 South Galena Street Aspen, CO 81611 (970)920-5212 REPRESENTATIVE: Scott Chism and Steve Cronin, Parks Department Parks Department 585 Cemetery Lane Aspen, CO 81611 (970) 429-2029 SUBJECT & SITE OF APPROVAL: 283 Forge Road, Aspen, CO 81611 BACKGROUND: The subject property is located in Burlingame Phase II an affordable housing multi-family residential district. Ordinance 22 Series 2011, granted land use approvals and a phased development order for Burlingame Ranch Phase II, designating the City Parks Department to develop and manage parks and trails on site including Park A, Park B and Park C. The Applicants have requested an Insubstantial PD Amendment allowing for the relocation of a pumphouse and irrigation system within Park A, Burlingame Ranch Phase II, located at 283 Forge Road. The original plat shows the pumphouse located on the northern boundary of the pond, but current plans locate the pumphouse at the northwestern corner of the pond adjacent to the bus stop and mail facility on Forge Road (see Figure A) Ciff&jalÂ£*Ezz- -- - -- * 1 7"E?>0*~~ * ' I #; -4.--% /63* T -- - 1 Urâ‚¬\ 9 j t~Ri~3,~geRd .-'. 1-- 4Â·*Yet; 44* = 4-24.. - â€¢. t. 'll / 4..p-Â·h -. 44, 'aeÂ·*4-,*â€žFal ~QL L . , â‚¬k %*/2 ..../,1Â¢ 1:h %: ~tlt<-El/* ~: '4/ r - s - \ - rr, -- 9-7.-6 r td* 1: ' -*- 1 12*4 . Figure A: Site Location 1 REVIEW PROCEDURE: Amendments to an approved Project Review or to an approved Detailed Review shall be reviewed according to the standards and procedures outline below. Amendments to Planned Unit Development and Specially Planned Area approvals (pre- Ordinance 36,2013, approvals) shall also proceed according to the standards and procedures outline below and the Community Development Director shall determine the type of procedure most-applicable to the requested amendment. A. Insubstantial Amendments. An insubstantial amendment to an approved Project Review or an approved Detailed Review may be authorized by the Community Development Director. An insubstantial amendment shall meet the following criteria: 1. The request does not change the use or character of the development. 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. 3. The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. 5. An applicant may not apply for Detailed Review if an amendment is pending. STAFF EVALUATION: In reviewing this project, staff compared the proposal against guidelines outlined in the PD approvals granted in Ordinance 22 Series 2011 and the Insubstantial Amendment criteria outline in Section 26.445.110.A. The project adheres to Section 8.3 of Ordinance 22 which allows for a maintenance structure up to 750 sq ft and 12 feet in height. The irrigation pumphouse's floor area is 484 sq ft and is built into the hillside with interpolated grade with a maximum structural height of 12 feet (see Figure B). On the northern facing fa~ade there is a cable guardrail which is more than 50Â°% transparent and adds an additional 1'6" in height. Under Section 26.575.020.F.4.d rooftop railings and similar safety devices permitting rooftop access may extend up to five feet above the height of the building at the point where the railing connects. 2 Exhibit B Review Criteria 26.445.110. Amendments. Amendments to an approved Project Review or to an approved Detailed Review shall be reviewed according to the standards and procedures outline below. Amendments to Planned Unit Development and Specially Planned Area approvals (pre- Ordinance 36,2013. approvals) shall also proceed according to the standards and procedures outline below and the Community Development Director shall determine the type of procedure most-applicable to the requested amendment. A. Insubstantial Amendments. An insubstantial amendment to an approved Project Review or an approved Detailed Review may be authorized by the Community Development Director. An insubstantial amendment shall meet the following criteria: In 2011, Ordinance 22 was passed granting land use approvals and a phased development orderfor Burlingame Ranch Phase H. The ordinance designated the City Parks Department to develop and manage parks and trails on site. As part of this ordinance, Parks was required to provide drainage and landscape plans of the proposed parks, and under Section 8.3 must adhere to the following guidelines: â€¢ Allowed in and on Parks parcels A and B are the construction, installation, maintenance and operation of public parks and facilities appurtenant to park usage such as playground equipment, seating, shade structures, bathrooms, and similar installations normally associated with an active park. â€¢ A maintenance structure of up to 750 square feet and not exceeding 12 feet in height may be developed within each of the Parks parcels. Sighting and design of such a structure shall require an insubstantial amendment by the Community Development Director. â€¢ Retaining devices shall not require a setback. â€¢ Fences are governed by the City's Calculations and Measurements section of the Land Use Code and certain limitations on location, size, and materials apply. â€¢ Any other structure higher than 6 feet fromfinished grade shall be setback a minimum of 10 feet from any lot line of the park. 1. The request does not change the use or character of the development. Staff Response: Section 8.3 of Ordinance 22 Series 2011 provides parameters for the final design of any utility sheds located within the parks at Burlingame Ranch Phase II, allowing for a maintenance structure up to 750 square feet and 12 feet in height. The pumphouse would be considered a maintenance facility and therefore subject to the language found within Ordinance 22. As such it does not change the use or character ofthe development. The proposal calls for 484 square feet of floor space, well within the allowance. The structure is built into the hiliside with interpolated Insubstantial Amendment Burlingame Phase Il Park A 283 Forge Road grading. Ordinance 22 requires that any structure atjinished grade that is higher than sixfeet must be set back 10 feetfrom any park lot line. The proposed pumphouse sits 11'6"from the nearest lot line. Stafffinds this criterion met. 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. Staff Response: Due to the phasing of this project the Ordinance allowed for the future development of parks and maintenance facilities to be defined by the City Parks Department and for thefinal sighting and design of the maintenance facility to be granted through an insubstantial amendment approved by the Community Development Director. The proposal is consistent with the conditions and representations in the projects original approval. Stafffinds this criteria met. 3. The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. staff Response: The north side of the structure stands at 12' with an additional 1 '6" of a cable guardrail which is at least 50% transparent. Section 26.575.020.F.4.d allows an exception to height limitations when rooftop railings and similar safety devices permitting rooftop access may extend up to five feet above the height of the building at the point the railing connects. To qualify for this exception, the railing must be at the minimum reasonably necessary to provide adequate safety and building code compliance and the railing must be 50% or more transparent. All railings shall be set backfrom any Street facing fa<ade of the building by an amount equal to the height of the railing. While the proposal does request a variation in height from its planned development guidelines, the cable guardrail is allowed in the Land Use Code under Section 26.575.020.F.4.d Rooftop Railings (as stated above). Staff finds this criterion met. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. Staff Response: The dimensional requirements were outlined within Ordinance 22 and stated maximum allowances of 750 square feet in area and 12 feet in height. The proposal meets the setback, area, and height requirements with the addition of a safety cable guardrailfor the roof ofthe structure. Stafffinds this criterion met. 5. An applicant may not apply for Detailed Review if an amendment is pending. Staff Response: Stafffinds this criteria met. Insubstantial Amendment Burlingame Phase II Park A 283 Forge Road 1 j - SARD/Ail 0%-I \ 91 9 r. 1 1 D . F.3- Figure B As per Ordinance 22, all structures over 6 feet in height must be set back at least ten feet from any park lot line. The irrigation pumphouse sits 11 feet 6 inches from the closest lot line, meeting the requirement. Staff finds that the application meets all requirements outlined for a maintenance facility outlined in the original Burlingame approvals and Ordinance 22, Series 2011. DECISION: The Community Development Director finds the application for an Insubstantial Amendment is consistent with the review criteria (Exhibit B), and thereby APPROVES the request. / Mmy SiÂ¢ion Date I / Comm~nity Development Department Attachments: Exhibit A - Approved Drawings (recorded) Exhibit B - Review Criteria (not recorded) Exhibit C - Application (not recorded) W Exhibit A : Approved Drawings~ /. 1$% \\ \\ Ijaj /A ffÂ«.3 \24\ . t th .{ ' ' 'mt PUTURE vler,N6 \\ ~LATPOg. NIC \.\ 1 - ~UT-m Q,WI \ LOr/ \\ 1 , / U~T LINe 82Â·r e~,Ck , .THE.6 '-CLOSESTPIST~NCE. V N9 WOT ~ w,m[:unniffe com LJNE 2 / ,/096 1 / / // /1 '60.10: -i 4 F"" PATH ' / .7 27 VIF / , .2%---3â‚¬0-,6/ / 1 1476\\ %91.6 M j . / I .... ... . It. 1 1 / / r/// j / =-Â£-1 1 , 40 \\ '' \ \ 1 ... .. 1 44%* U ~.~1:4 ~3 \9\ % k\\ 1 2-. .4 ..' i *5 , ) ------4--Â·4 79 L I ant~* ~ ~\4%%%\\\ f\~ \\ / -..TIN' ENâ„¢Â¥ t & C GO,/6 ./ 0.'.... \ 11 .41 1 , & 9, ar 1, 1 1 l 3% CE $ \1 N %0 8 1,4 4*: D C4 \ I \ \ 1% I. I. \ 4,03~ 14 \ I ' [Il I \ I I I I \ I / I ' DRAWING I I AA:>171_Â£7kw /1.V' ISSUE 1 DATE 10/22/~. P,1> *E}J[*!el |02/% ./le #:,FC |0.%/24/le I I 11%/ EÂ¥ Â°E.*.Wei~ lei ='& IT/EI. I . I \ JOBNO 1512 I I I I I SHEETNO \ NDâ‚¬T' >4 FA SITE PLAN A.<'Ih Al .1 \ \ \ ~ - 1-=10.0. .lili......9 0 5 10 20 \\\ \\ 1 \ 41. \\ 1 91031IHOEIV 3=I=!INNAO S3-IZA/HO 3SnOHdIAInd 3]AIVE)NllM 2 / 1 06//60161/ 1 119/ 00 NIN I BAV NÂ¥WAH LSVI OW PLANTING LEGEND 1. +f+H+HÂ·-1 â€¢Roloall IL-Â·NTIHD ZONLMS IÂ¥ 12 Â·rrrTrr,Tl on,els... ~ocus' /1212 .....S AMP Vvme Plt<Â»OEED ACCESS MATH ./.â„¢16 \ - =a= 6KAV=L .ALL,sT 1 ./LIT.EASEMENT \ 4-1/. SITE 'LAN . HOLICROSS ,----tmunf EASEMENT. \4 .2 STB PLAN 1 - www.cunniffe.com .\1 1 i A Â¥ V . /04. I ..,r....... ~ lilli["moin Bm,[11]0 n n. B [~Â·0 , 01'.o hincono ip ~qD.ini / r=4 n n i n n 111! 11 0 .11 1/ 9 n j_~4=-1 1- 4. & /1 i-Trk 1 \ 1 i 01- I~ -~ 4=f i- ,Â·'' ~'~' =ik4441Â·2 , 41 13 I i I ses N ' ' Â· t. ' / 'Â·Â· e 1 C= L 1 J. 7 \ 1 p ' 2 ' j- ig'*/am .. / P QQ.,Mer 1 ..i , 40*'-4 0 2-. ' .--kn - 31-1 - -- /1\ 1-15--AL-_ PR~.)'â€¢INGS ,/1/1, -IN rI-r- -1017-1 1 '111-1-1-15-'S) 1.--- -'..'- i. -:---~- =. -H -- 11 1 - 41> Â»4 1/ - ICS-Â©11 -==J i ~ mi.Ut..,1,3 AS..le RAI.+P .....Tll' T. 'fl Â·-' -'..' t.-- 2...~. 2-1-1-22. it;-1'no -37.1. ....i.--2,--1=l .Uâ€¢145 L-2~-.2 Xi .I. ti6tl 7 POR AWITDNN Â·-Â·~ Â· Â· M. Â· - Bit - 8 - 49- 27 -@-- . - - . ,. 1 f / e . t ./ cl E~ ' -'~~ & .., 1 -1 - E==7 E V. 4-L ---3/. C~ - -11=121; r - 72:214 4/Kip 9. i ....21 Z=12=1~- - 1 , , E 1 9 E liZE] - ' 1 0= 00 I Â·ca' h : 1 V- i LU O = A 0 -.,079773*4~Â®: , 1'1"Â· Â·p:.:ds-4 4 CD o ! I I - 73-/1[ - < li ~,2 9-0.1 1 2. i.~hÂ« i . 1 1;4 -Â»= %1'. 1 -5/42 Irr--<=B.. Z - = V = OOP HATCH IV CE i i 1 1 3 *t . -- --- 1' 1 . m T 1 DETAiLS C==_ I ===2 D ouuU U ~N~LLIC '1]'' Di' 1] 72-Ti 1[f.. u-r.[lo' Er[- lili %% kÂ©6T U U U U U U U U .:r.-".[r..3i-lr!-T-r-,-T-,-r,-rl'-13--11 L DRAING - lili -1.-5 I 2 PIS LANCE= m....WI 4 E. 4 F--Â·n,46 Bus sT<>,Â· v~, /B% C' 14 10,14/ ro Bub,Ta,Â· -.u , ISSUE: 1 DATE. 6.~Slt~~/TOBUSSTOP .9/ - -I.-*Ilmle ie ROOFâ€¢ 1 . 4/ I ..... I.D. 1./ | 55/24 /18 6/ 11 i-Â£78Â©te |04'Dell JOBNO 1512 SHE--NO ~ ROOF PLAN (~) GROUND LEVEL PLAN 1/2- = 1--0- A2.1 e...'TOM...."Al. 61031IHONV 33=IINNAO S31ZJVHO 3SnOHdIAInd 31AI :<Â¢3 1 06% SZ6026 111 I /9~ 00 N3dSV I '3AV NVI'IAH 16Â¥3 0~9 1 n 1 11 0 1 1 n Il, 4 1 n, 11 ou~u um m ~ u ie ....W ounnile.com 60;UFFFR AN' STEEL- COLUMN SUPIC,ZTS [ID.~19='CUT IF TÂ¥10 RE DeT.NLS AND IriliM/01. AND cenâ€¢,Ls 6UARDRAIL MOST -1-n. 1141 iQI]1111-U., un.,Ilf.11,Hl.Rn.n\,Rn]11,B.q[[ 8.,i~~./ DETAILS Cl t 0-5 94Â· ../.41 id 1 9 N Irt ./L E....0/9 Sworit /EP,2ESENÂ¥ INC.129 OP INSULAnON -==J .0/. 5/O~Il INSUL,naN 6ONTINUel - SALLAST .. =10 / 0.-5 INSULATION /301' Dle,M4 *NO -354/ F *- POr,4..... RE ELEVATIOIS AND I Ceâ„¢LS lot 4 -- 0 CO ~OOP HATC+4 --1 / OPENNG ~~itiÂ« [3 - E 8 = 0 -4 1/2 0 $ . C.el/Â£Â· D. 51/4 . 1 1 \ - O -IVA- 6 9 0 0 O 13- 1-199/ 0 DRAWING PS.4 ... - ISSUE: 1 DATE â‚¬L=>Â»Â»6~1Â£HT 102/0 16 PL.â€¢1~8/eET |04/OD e 11 -till- KA JOBNO 1512 0 1 . 4- SHEETNC) 0 Nlf-ATION SLOPING PLAN A2.2 91031IHOMV 3=I=]INNAO S3-lh]VHO 3SAOHdIAInd 3IAIVONI-IZdrl8 2 3 1 0695/6026 131 1 /9,8 00 N ]19/ 1 3,1Â¥ N.WAH LS'a 019 aVOhl 4 88 ..11 P.A . B. p.8 B.q n.fl /e f /Â»== A PC{f I 11- - t--1Â»11 S*=:=2/ IL-1 11 11 RE ....T//0.Al- POR 02Â©1 www 'unniffe.corn .*'/ COL... C48**k=11 T# L.Dc/nOMS .,fr=$=3=tr-*tf/171 1././ I i- 1Â¥tff 1 ----0~4Â«9*4~NEP*i f~ 1,IM~0,1!1~!P@Uo-5 t-- p 10010 11 I mil 111111111111 . le - Mâ€¢~0~oseD ...1/6./ A .90016. FIN PLR 7..6 66!L-UB:1621=--a..=_ -â€¢, _.., V 9090 meaP~SEI, F'LÂ»- HaUSE ./0 +<SCESS IU.M. n SITE ELEVATION - NORTH 3 1/8- = 1-0 f f f.!1-! 1 FEEI 1 11 / 1 ?1 ~2*k[-11'1* 111 Ex,s.he sus i E rt--1 -.A 7 < 99[fl[ :lt' :11112111!~~ - $ 4 01,16.To,â€¢70 SL~a iocqo \- Â¥ . co i MSTINa SUS ITCÂ¥' RE STRUCTURAL.OR 5ToF m. GOD-1 LOCA'nONS PU,-r,Â» HGUSe PIN PLg . LU 4040 PKDPOSED ~0.,o,se MR-OSED ~~-WaaE .O /%//61.... 1 -r- CK) rn SITE ELEVATION - WEST <-1 SITE ELEVATION - EAST W 8 1/8" = 1'-Or 1/8Â»= 1'-0Â· co DRAWING ISSUE: 1 DATE --0 *tâ€¢.C,MEN~ 1~,10.10 *#f-~Pek' 1040-I 2 lt':.~PIKE 0 To ..,â€¢a -- 1 8185raP Te 66â€¢a . JOBNO 1512 -O/0./. HOUSINC> B. - -00-7 OrHEB N..OSED EXIS~6 Ble mEOPOSED P-//CUSE SHEETND PWMI *92 ST) ANIP ACLESS RAMP' BMÂ·ADNEP aerÂ©â€¢c hl,4LBO>q=S n SITE ELEVATION - SOUTH 1 8....CE .4.Â£*MA..6 6.D- A3.1 118Â» = 1 4 MINFORMATiONONCe PrNAL,rE 'EADINS T. I. OETE.4.EO S./A~b<S 91031IHOUV 33=IINNAO S31hIVHO 3SAOHdIAInd 3IAIVDNnhln 2 ./ 1 066696 016131 I ' ~g 00 NEdSÂ¥ I 3,W NVIAH 19'03 OB 0Â¥Ohl /. 1a ..ARDIWL -*I---1 - GUARÂ£>2,1,1, r - -LI n ONef n, Th.rn- -t_71. 4 9 / 4 ' ' ,=1==i.i -0 ' Id] f ~ f#*Fi~ 2 1'-I~1--~_T)I --,=-f-]fi rjidUirRHUT+F*i-Fmi|||1 flllII ....W 'unniffe.com In11111tflfllIT- 111 r 111111'lili j liÂ·~~ NO,Zâ„¢ 1 -T SCUTH E*BI ~ HEIGHT REGULATION DIAGRAMS 3 : 91[INS FIN LEN/TH LE/EN[ = Â®FLILL..1-TH 2 W.."LEN.114 &1#Mâ„¢TOP 11 5 6-6" LENGTH AL,6* .â„¢ Torâ€¢ 0 5'-0- LeNGTH AL]~NS.â„¢ BOrrON C 4 0- LEN,DTH AL~NS ATH SOTTOM 0 2-6~ LEWâ„¢KIN'.â„¢ 'clp Â£ 8/â€¢/IED 'LANS POIt - INPOR/li,i' r-6UARI,Rk SEÂ¥Â¢JNP. 2 0 9/ ~ Pâ€¢1~1.L SECT~O4S Â»IDDET,1.1~ ~~ ~ ~-ll W + FOR./.ENT D *-'r.'.U.WU."UNW. 1 1 . - -r-/*SLE....A./ B 0 - 0 *Hili 7, 0 0 10 T 0 0 6 0 -- 0- 9% 0 0 (~ (~) ~) ~c) I (9 8 0 0 0 0 0 Â®0 0 i t-, 1 6 0 1 5 23 ~UMP HOUS' ....42 -7---3-k ]1------11----- - -------------------------1-------------1 ----3-----t----- i.....â€ži,t- ----A--------- -Â·-Â·--I r Q- 248 03 0 0 r - 29212. i 6 I - F -rin 1 0 | L-RTAL PANEL .- AT e -IL- 1-1 1 X -L - - (fr f 0 0 0 D INTAKE vEN[r LOC...I. N- DRAAING ISSUE: 1 DATE. 1 7 -05- 1.... 1 < !04Â·08 1, AO **t 10~12~le â€¢Det Ii., I 18/0/'il -.Ii 'LwP ki<OUSE I. PLI ./ JOBNO 1512 1 1 -1 .~62 RALL Sel noN 6/ METAL PAHeL P~SHINS AT SHEET N() g~ ELEVATION - SOUTH rh ELEVATION-EAST 6 1.-1.-0. NPIC= ALL /*De IN~CRMAT04 5 SHO,94 A3.2 M INFOEHATIONOHLÂ¥ P~HAL SITE 62/01/6 T. 82 LOBTE'/INED 'Â¥ I./1<B DEPA~TMENT AND CML EN6NEER i S1031IHOMV 333 INNnO S3-IhIVHO 2 .3 1 0696566 016 ELI 1 1.. 00 N345V I 3/W NVINAH 198 019 Page 1 of 1 *78792* v 'UD[m~ir, Print Date: Pitkin County Transaction #: 78792 4/27/2016 9:11:44 Janice K. Vos Caudill Receipt #: 201602496 Clerk and Recorder AM Cashier Date: 4/27/2016 9:11:36 AM 530 East Main Street (PNADON) Aspen, CO 81611 (970) 429-2707 www.PitkinClerk.org Custonier Information Transaction Information Payment Summary DateReceived: 04/27/2016 Over the Source Code: . Counter (ASPCIT) ASPEN CITY OF Over the ATIN CITY CLERK Q Code: Counter . Over the Return Code: Escrow Balance: $929.00 Counter I rans Type: Recording Agent Ref Num: 1 Payments $46.00 f-LI CASH 1 Recorded Items *31 13]UPG: 0/0 Reception:628867 Date:4/27/2016 0 =ami :BELI (APPROVAL) APPROVAL ANY 9:11:31 AM TYPE From: To: Recording @ $11 for 1pg and $5 for 2 or more 8 $46.00 pgs $1 Surcharge 0 Search Items 0 Miscellaneous Items file:///C:/Program%20FilesÂ°/0200(86)/RecordingModule/default.htm 4/27/2016 494 AFFIDAVIT OF PTIBLIC NOTICE REQUIRED BY SECTION 26.304.070 AND CHAPTER 26.306 ASPEN LAND USE CODE ADDRESS OF PROPERTY: &Â»g-0- Lk , Aspen, CO STATE OF COLORADO ) ) SS. County of Pitkin ) Scc"/9 (name, please print) being or representing an Applicant to the City o f Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) or Section 26.306.010 (E) of the Aspen Land Use Code in the following manner: i/"Gublication ofnotice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen no later than fourteen (14) days after final approval of a site specific development plan. A copy of the publication is attached hereto. Publication ofnotice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen no later than. fifteen (15) days after an Interpretation has been rendered. A copy of the publication is attached hereto. 4 5-7 Signature The foregoing "Affidavit of Notice" was acknowledged before me this y day of F(e~ , 20016, by A.,Ul dA Scoâ€¢/-~P PUBLIC NOTICE of WITNESS MY HAND AND OFFICIAL SEAL DEVELOPMENT APPROVAL Notice is hereby given to the general public of the approval of a site-specific development plan, and the creation of a vested property right pursuant to My commission expires: 0-1 [6 1 â€¢123 the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertain- ing to the following described property: Parcel ID 273502318801 legally described as Burlingame Ranch Affordable Housing Filing 1 Park A, accord- ZO.dr\ 64 9*ar _ ing to the Plat thereof recorded April 9,2013, in Plat Book 102 at Page 69 and as defined and de- Noty Public scribed in the City of Aspen, Pitkin County, Colo- rado. The approval grants an In substantial Amendment to a Planned Development relating to L the Municipal Code Section 26.445.110.A. The change is depicted in the land use application on KAREN REED PATTERSON file with the City of Aspen. For further information contact Reilly Thimons at the City of Aspen Com- NOTARY PUBUC munity Development Dept., 130 S. Galena St., As- ATTAC]IMENTS: pen, Colorado, reilly.thlmons@cityofaspen.com, STATE OF COLORADO , (970) 429-2754. - NOTARY ID #19964002767 , City of Aspen , Published in Th, Al-â€¢ Timâ€¢â€¢ on 45862016, COPY OFÂ·THE PUBLICATION__ My Commission Expires February 15,2020 (12089786) Fee Waiver Request Form City of Aspen THE CITY OF AsPEN Community Development Department This form must be submitted to the Community Development Director. You will be notified when a decision has been made. For what fees are you requesting waiver? 1~ BUILDING ~1 PLANNING fy,A. Applicant Name: L Ilt106 Apat 16-r ks Contact Ph.# gao -SIR O Department or Mailing address:~-1 4.l c f AE t< ks "Depf, S 615 OrÂ¢_Â¥Â¥14UU-Â·*1 La Â·u> u E-mail address: 6 etil- . 6.La rrr â‚¬ d..t_*-1 06 a spal an/1 project address: 013-5 Fo rare, Ro rud ) AE,pen OLD 916 1) Lj Projectdescription: E~ A-Whe- 017-leu b.2..' 0[16-Jvl~â‚¬, 01'zder U C j-M. La-hcl 3 4-0-Y)-2 ~FLa~ 2â‚¬1 2 f & 2 f (-31~ ' Gzat r.9 Fee Breakdown: (blÂ·Â·Â· C{lu, El.U'~ ~1 PA~ 0.-VAâ‚¬ Requested Requested Fee Description Fee Amount Fee Description Fee Amount Waiver Waiver Energy Code Fee REMP Fee Excavation Foundation Fee Zoning Review Fee Inspection Fee Planning Application Fee Permit Fee HPC Application Fee Plan Check Other: Total of Request: $ Reason for Waiver: m City General Fund Department- 100% waiver *1~ City Capital or Other Department-50%waiver (90. of 4 653 50 ~ U Waived or decreased by City Council (please provide documentation) E Other- Please explain with attached letter of request Â«91-- (*Arb/-- x z-@C' 6 4Ficant signature Date For office use only: U APPROVED O DISAPPROVED Total fees waived: $ Community Development Director Date THE CrrY or ASPIN Community Development Department Internal Funds Transfer Date: 4%51 8-olle Department: pO_-rks Amount Requested: Account Number: Â£ 50,q# ALÂ·1694, , 964 04 160-,-1~' r.,jat-ne ReÂ«08& ral Permit Number: Permit Address: 0'23 Pbrae Rof c Asperl Permit Description: (lk a_r#< DrAr- pÂ·Q kar-JS Q.ap l MT anaQ- @rot:63 Requested By: ~Â®Â© 11- dkts rm Received By: THE CrlY OF ASPEN Land Use Application Determination of Completeness Date: March 11, 2016 Dear City of Aspen Land Use Review Applicant, We have received your land use application for Burlingame Phase II Park I PD Insubstantial Amendment and have reviewed it for completeness. El Your Land Use Application is incomplete: Please submit the following missing submission items so that we may begin reviewing your application. No review hearings will be scheduled until all of the submission contents listed above have been submitted and are to the satisfaction of the City of Aspen Planner reviewing the land use application. ~14Your Land Use Application is complete: 1 If there are not missing items listed above, then your application has been deemed complete. Please submit the following to begin the land use review process. â€¢ $825 Fee/Deposit â€¢ One additional hardcopy of the complete application â€¢ One electronic copy, in PDF format to reilly.thimons@citvofaspen.com Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2754 if you have any questions. Thank You, C 11100.42 4 417 Reilly ThimÂ®~, Planiter Techniqi# City o f Aspeh, Community Development Department For Office Use Only: Qualifying Applications: Mineral Rights Notice Required New PD Yes No Subdivision, or PD (creating more than 1 additional lot) GMQS Allotments Residential Affordable Housing Yes No Commercial E.P.F. Lodging t.1-4 .0.Â·*6Â£i + . 'hh wi.*fif THE CITY OF ASPEN OFFICE OF THE CITY ATTORNEY March 10,2016 Jessica Garrow City o f Aspen Community Development 130 S. Galena St. Aspen, CO 81611 RE: Burlingame Park 1 - Proof of Ownership Dear Ms. Garrow: I am an attorney licensed to practice law in the State of Colorado and presently serve as the City Attorney for the City of Aspen. In this capacity I have examined the ownership and control of the property located in the City of Aspen and known as Burlingame Ranch Affordable Housing Filing 1 Park A. I can hereby confirm that the City of Aspen has complete authority to take action for the development of a pump house building on this parcel. The property is not encumbered in any manner affecting the use of the property for the construction and maintenance of the development that is proposed. If you need anything further, please advise. Thank you. Sincerely, ~ James R. True City Attorney 130 SOUTH G,ALEXA STREET Â· As['EN, COLORADO 81611-1975 PHONE- 970.920.5055 F.41 970.920.5119 Printed on ReaÂ·ded Piper Sent via e-mail ~ To: Reilly Thimons Planning Technician Community Development Department THE CITY OF ASPEN 130 S Galena St Reilly.thimons@cityofaspen.com (970) 429-2754 From: Scott Chism Planning & Construction Manager Parks Department 585 Cemetery Lane Scott.chism@cityofaspen.com 970-429-2029 Re: Request for Insubstantial Amendment #4 to Burlingame Phase H PUD : Pump house Date: 03/10/16 INSUBSTANTIAL AMEMENDMENTS 1. The request does not change the use or character of the development. The pumphouse building as proposed does not change the use or character of Park 1 or the nearby Burlingame Phase 11 development. The applicant believes that the use and character Of the park where the building would be constructed would actually be improved with what has been proposed. 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. The pumphouse building as proposed is still a relatively small building within a public park. The location Of the pumphouse as proposed is still on the northwest side Of the public park, but refined to fit into the existing topography better and to provide greater amenity to the park users. 3. The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. The pumphouse building as proposed remains unchanged: a building intended to house irrigation and recirculation pump equipment and associated control equipment within a public park. The building footprint as proposed remains square in configuration, but requires an increase from 20'x20' to 22'x22' to sufficiently accommodate operational needs of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeowner's association. The pumphouse building as proposed remains a single story building, but instead of a pitched shed roof as suggested in the PUD approval, it is a building built into an existing slope to reduce its apparent massing. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. The proposed footprint dimension modification is necessary to sufficiently accommodate operational needs Of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeowner's association. The pumphouse building siting within the public park has been modified in order to better mitigate large pump noise from park users and nearby residences, but also to provide an opportunity for public access to the building roof. Allowing public access to the building roof was not envisioned as part of a comprehensive, detailed park design when the PUD was approved, but provides a benefit for public use. The proposed building provides a fantastic view overlook Of the park and Roaring Fork River Gorge. An integrated shade shelter has been designed above the building's 'green roof that will provide a public benefit and solution for specific use requests received by the Parks Department for integration at Park 1 and Park 2: shade at public seating/viewpoints. This feature was not part Of the more utilitarian design Of the PUD approved pump house building, but is very much in line with the uses and features of a quality public park. The building becomes an element within the park that contributes in multiple ways to the positive visitor experiences possible in the park. 5. An applicant may not apply for Detailed Review if an amendment is pending. Noted. Not applicable to this review submission. *9 >a CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY le - ill 0 2C PLANNER: Reilly Thimons, 429-2754 DATE: February 16, 2016 c-* -r, ~ PROJECT: Burlingame Phase Il, Park 1 Pump House ~ REPRESENTATIVE: Scott Chism and Steven Cronin, Parks Department APPLICANT: City of Aspen rri DESCRIPTION: -4 The applicant is interested in changing the proposed location and design of the previously approved pump house at Burlingame Phase 11 Park 1. The approval includes a pump house located within Park 1, and the Parks Department is interested in relocating it behind the existing bus shelter. The park is part of a Planned Development (PD), and changes to the approved pump house will require a PD Amendment. The proposed changes qualify for an Insubstantial Amendment, which is reviewed administratively. The applicant will need to include copies of previous approvals, illustrative site plans and/or landscape plans showing the originally approved and proposed pump house, the recorded development commitment, and Ordinance 22 of Series 2011. The applicant will need to respond to the criteria for Insubstantial PD Amendments and reference Chapter 26.575.020 for calculations and measurements in order to confirm the square footage for the relocated pump house. In addition, the proposed pump house should be designed to blend in with the existing and approved architectural and landscaped character of the bus shelter and park area. To qualify for an Insubstantial PD Amendment the proposal must be consistent with previous approvals and any increases in height or floor area are technical in nature (see full criteria in Section 26.445.100.A). No Transportation Impact Analysis is required. Below are links to the Land Use Application form and Land Use Code for your convenience: Land Use App: http//www.aspenpitkin.com/Portals/0/docs/City/Comdev/Apps%20and%20Fees/2013%20land%20use%20a pp%20form.pdf Land Use Code: http://www.aspenpitkin.com/Departments/Community-Development/Planning-and-Zoning/Title-26-Land-Use- Code/ Land Use Code Section(s) 26.445.110A Insubstantial PD Amendments 26.575.020 Calculations and Measurements Review by: Staff for complete application Referral agencies for technical considerations Staff for administrative review Public Hearing: Not required Planning Fees: Planning Deposit: Administrative Review ($1,300 for 4 hours) Referral Fees: Engineering Department-$325 for one (1) hour of review time. Total Deposit: $1,650 Deposit for 4 hours of staff time (additional planning hours over deposit amount are billed at a rate of $325/hour; additional engineering hours over deposit are billed at a rate of $325/hour) ASLU Insubstantial Amendment Burlingame Phase II Park 1 Pump House 1 MAR 0 9 2016 To apply, submit the following information: Â¤ Completed Land Use Application and signed fee agreement. O Pre-application Conference Summary (this document). 0 Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. Il Applicant's name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. Il Proof of ownership. A signed letter from the City authorizing the application. Il A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. Â¤ A site improvement survey (no older than a year from submittal) including topography and vegetation showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado. 0 Existing and proposed site plan, landscape plan, architectural details, materials, and elevations. 0 Written responses to all review criteria. Â¤ An 8 1/2" by 11" vicinity map locating the parcel within the City of Aspen. Â¤ 1 Complete Copy. If the copy is deemed complete by staff, the following items will then need to be submitted: m 1 additional copy of the complete application packet and, if applicable, associated drawings. Number of copies correlates to referral agencies and review boards. 0 Total deposit for review of the application. O A digital copy of the application provided in pdf file format. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 2 I . COMMUNITY DEVELOPMENT DEPARTMENT Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to include a Homeowner Association Compliance Form (this form) certifying the scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed bv the property owner or Attorney representing the property owner. Name: o a7 0~ A-SeÂ»/ Property Owner ("ID: Email: etâ€¢+FÂ· dtism d e,-#,f-â€¢Â¥'*tfg?e'Ao q/g, .429-202.f Address of 2.8-5 FOAE FOAÂ© 1 Property: (subject of M peu * 60 0 I blI application) I certify as follows: (pick one) 4Et This property is not subject to a homeowners association or other form of private covenant. El This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. D This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners association or covenant beneficiary. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. 1 understand that this document is a public document. Owner signature: date: 24+6 Owner printed name: *011 CH-(4 h l c Crl ph-Ft e 07 06 4-*Ph,v PAR*-s PEFE-. or, Attorney signature: date: Attorney printed name: CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Reilly Thimons, 429-2754 DATE: February 16, 2016 PROJECT: Burlingame Phase 11, Park 1 Pump House REPRESENTATIVE: Scott Chism and Steven Cronin, Parks Department APPLICANT: City of Aspen DESCRIPTION: The applicant is interested in changing the proposed location and design of the previously approved pump house at Burlingame Phase Il Park 1. The approval includes a pump house located within Park 1, and the Parks Department is interested in relocating it behind the existing bus shelter. The park is part of a Planned Development (PD), and changes to the approved pump house will require a PD Amendment. The proposed changes qualify for an Insubstantial Amendment, which is reviewed administratively. The applicant will need to include copies of previous approvals, illustrative site plans and/or landscape plans showing the originally approved and proposed pump house, the recorded development commitment, and Ordinance 22 of Series 2011. The applicant will need to respond to the criteria for Insubstantial PD Amendments and reference Chapter 26.575.020 for calculations and measurements in order to confirm the square footage for the relocated pump house. In addition, the proposed pump house should be designed to blend in with the existing and approved architectural and landscaped character of the bus shelter and park area. To qualify for an Insubstantial PD Amendment the proposal must be consistent with previous approvals and any increases in height or floor area are technical in nature (see full criteria in Section 26.445.100.A). No Transportation Impact Analysis is required. Below are links to the Land Use Application form and Land Use Code for your convenience: Land Use App: http:Uwww. aspenpitkin. com/Portals/0/docs/City/Comdev/Apps%20and%20Fees/2013%20Iand%20use%20a pp%20form.pdf Land Use Code: http://www.aspenpitkin.com/Departments/Community-Development/Planning-and-Zoning/Title-26-Land-Use- Code/ Land Use Code Section(s) 26.445.110A Insubstantial PD Amendments 26.575.020 Calculations and Measurements Review by: Staff for complete application Referral agencies for technical considerations Staff for administrative review Public Hearing: Not required Planning Fees: Planning Deposit: Administrative Review ($1,300 for 4 hours) Referral Fees: Engineering Department-$325 for one (1) hour of review time. Total Deposit: $1,650 Deposit for 4 hours of staff time (additional planning hours over deposit amount are billed at a rate of $325/hour; additional engineering hours over deposit are billed at a rate of $325/hour) ASLU Insubstantial Amendment Burlingame Phase II Park 1 Pump House 1 To apply, submit the following information: El Completed Land Use Application and signed fee agreement. m Pre-application Conference Summary (this document). Il Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. Il Applicant's name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. Il Proof of ownership. A signed letter from the City authorizing the application. 3 A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. U A site improvement survey (no older than a year from submittal) including topography and vegetation showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado. Il Existing and proposed site plan, landscape plan, architectural details, materials, and elevations. Il Written responses to all review criteria. m An 8 1/2" by 11"vicinity map locating the parcel within the City of Aspen. Â¤ 1 Complete Copy. If the copy is deemed complete by staff, the following items will then need to be submitted: U 1 additional copy of the complete application packet and, if applicable, associated drawings. Number of copies correlates to referral agencies and review boards. Il Total deposit for review of the application. [3 A digital copy of the application provided in pdf file format. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 2 A.-9.- r,1 ra h. 11"16 11 6 4.6. r ,-nul~i. i -â€ž i, CiLCJ Fee Waiver Request Form ~ City of Aspen 2 6 THE CKY OF AsPEN Community Development Department I:Fi This form must be submitted to the Community Development Director. You will be notified when a decision has been made. r, For what fees are you requesting waiver? m BUILDING ~El PLANNING Applicant Name: 9-4tl of Abpen Po-rks Contact Ph.# 9610 -5/3 0 r- i 5-Â£3,5 AyÂ·~ t44-4.Â£8-- Department or Mailing address: /*4Â£~ 0 P peri Fir-1<G b)efr , ~Â·-Â£1410- E-mail add ress: 9 0-ott .. E-h i l *71 Q (L,4-21 0 0- 0-6 Fer, , (le r<1 4 A Project address: N F 3 1% rry, Koact j flge-n (LA lit / 1 37 1, Project description: Dial 1,10(1.L 4/16 PA IL PAr k i j.l-mip 4/oubâ‚¬-/ J Fee Breakdown: Requested Requested Fee Description Fee Amount Fee Description Fee Amount Waiver Waiver Energy Code Fee REMP Fee Excavation Foundation Fee Zoning Review Fee Inspection Fee Planning Application Fee / u, re. go ?42,3 - Permit Fee HPC Application Fee Plan Check Other: Total of Request: $ 55,Â·CT-4 - Reason for Waiver: U City General Fund Department - 100% waiver E~City Capital or Other Department-50% waiver ( ~2 09 4 /650, Â£00.~ U Waived ordecreased by City Council (please provide documentation) U Other- Please explain with attached letter of request >4 1440 Applicant Signature Date ' For office use only: ~P2.ROVED ~ DISAPPROVED Total fees waived: $ ~Â»%, C]D c Â»094 2 lEEBOnity Develoointnt Director 0 MAR 1 1 2016 --CEIVE LOPMEN ;F ASPEN RETAIN FOR PERM; ENT F:LES i - 0 PO COMMUNITY DEVELOPMENT DEPARTMENT O 1 .Â·8.- co Â¢29 Agreement to Pay Application Fees 2 =b 3 - 00 21 Â· 2816. ASLU * 3 0 An agreement between the City of Aspen ("City") and Property C 11-9 4 AsfeN -rAFÂ¥6 Phone No. 900 - 129 - 2029 Owner ("1"): Email: *M--dasm 9.0-1/ IfiaopiM- Coy'11 rv... Address of 103 /2Fee- ,Â£,0-0 Billing , Â·007 50,97/- A"trad~ 47-- Property (subjedof A*fev, co 8/6/1 Address: AetÂ¥W, co 5/ ell (send bills here) application) I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. 0 (DALHALM79' Â· Select Dept $ flat fee for Select Dept 0~0tÂ«Wb'l?--$.0 flat fee for _ 0 $ flat fee for Select Dept 0 Select Review $ flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. 1 understand that additional costs over and above the deposit mag accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $ 1,3Â£8' ~ deposit for 2~ hours of Community Development Department staff time. Additional time . . I above the deposit amount will be billed at $325 per hour. $.0~32~- deposit foP'~0 ~ hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $275 per hour. City of Aspen: Property,Q,ner: C>44 012 0- 4*Whav \JeÂ«,Al for pwau Community Development Director Name: 614[ C111471 Title: FLRNA/INC. i CON EFic (Atcw MANA2)QL_ City Use: ~~0/ Fees Due: Received: $ January 2015 City of Aspen I 130 S. Galena St. I (970) 920-5090 .... 4. -M . . -- 1 - - - , m. A - -7 5 ATTACHMENT 2 -LAND USE APPLICATION PROJECT: Name: BUFLINGAM,LE PAFK. f PUVILF MOUSE Location: Â· 1%-5 FoFâ‚¬E; P#Alocks'&V,(â€žO 3/61< i (Indicate street address, lot & block number, ledal description where appropriate) Parcel ID# (REQUIRED) 2-9-9402 3' /200 1 DUA-iNGAMAE FLANCH AFFDÂ¥5'Rele 1~15(NG, FluNG \ ~fâ€¢Rk Ar APPLICANT: Name: 6 17-7 4 Â»FEN FRF-M> pegn Address: 130 Serrtt eA-(BUA ST-- / A*PEN f U Z/WI Phone #: 930 Â·420 912-0 REPRESENTATIVE: Name: 9(01r 0019/4 Address: (30 60&-rtl 4Ate-NA fir- / 19;EN,co B(611 Phone #: 990- 424 - 20 2-9 ' TYPE oF APPLICATION: (please check all that apply): / GMQS Exemption U Conceptual PUD U Temporary Use GMQS Allotment ,~ Final PUD (& PUD Amendment) U TexUMap Amendment Special Review ~ Subdivision U Conceptual SPA ESA - 8040 Greenline, Stream U Subdivision Exemption (includes ~1 Final SPA (& SPA Margin, Hallam Lake Bluff, condominiumization) Amendment) Mountain View Plane U Commercial Design Review El Lot Split El Small Lodge Conversion/ Expansion U Residential Design Variance U Lot Line Adjustment ,?L ottt.. (ft:~t"hi~#~~~ U Conditional Use EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) No 24411NG, lal*Allod ##UPMade Bultiol /4. (Rf-(GRTIOA) 1061*lPHage DUCLD ING< APFAou ED PER- Pet,Elo r,UB)\4- (muu rrtÂ«E-4- â‚¬ 61-19 ce,9/A,vte PROPOSAL: (description ofproposed buildings, uses, modifications, etc.) 60*41Fuir FRI'0980 'FNG*ROA) A{Al PHalge Buto'AjO /Â¥r PAIRk 1 Mr- 5tleÂ·(,1NUA*le Pli- 2- AÂ£160130Ptuus. Have you attached the following? FEES DrE: $I Me: ( FEE wjvvelt, ,M Pre-Application Conference Summary 2,2 .P~ ~ Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards 'ef=/7332 Attachment #1, Signed Fee Agreement Response to Attachment #3, Dimensional Requirements Form U 3-D Model for large project All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text (Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model. 2 El El El THE CITY OF ASPEN! Community Development Department 9 :3 - Internal Funds Transfer â‚¬0 rr .. . I .4 , Fy'... 5=4 - -3 U r.6 11 Â£ fl Â» rj . 33 9? a i Date: 3.)AS ~5014> . 52- 10 C. Uc--A * 45330 *~ Department: ~)037$\ 6 Amount Requested: 1~~Â·00 86 Ph -2 Park 1 Account Number: 1 60.4 4 7639.71 *Doj 9 u-Ymp 14-0 U %6 Permit Number: 002-1.20( 6. Ag-LA Permit Address: 2-8 FerÂ£30 Roak; fper) Permit Description: (}hamjc,4 locgy{TonÂ°, cle91=pt of ~a_mlp flot,(%-0 43 dll s tnfl Requested By: d Wott- Received By: i rE/t/n UP 3 9* - 42. ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM project PUBL ING,AMAE FAr<K- 1 Fwup House Applicant: C (TY Af, PEN FAF-Â¥-6 PEP ~T *UNVT- Location: ZE) b Â°tpo#46 FoAD / ASPEA.co Blbll 1 Zone District: Lot Size: O.905 Ae.149 Lot Area: (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: A)~8 Proposed: Number of residential units: Existing: /1// + Proposed: Number of bedrooms: Existing: A~ A Proposed: Nlp Proposed % of demolition (Historic properties only): N~A DIMENSIONS: Floor Area: Existing; N ~ A Allowable: 1{)0 proposed. 1004 Principal bldg. height: Existing: A~A Allowable: Proposed: Access. bldg. height: Existing: AdA Allowable: N ~Pr Proposed: A~ A- On-Site parking: Existing: N/A Required: O Proposed: 0 % Site coverage: Exi,dmg. 6 <A Required: â‚¬ Pr- Proposed: NLA % Open Space: Existing: N<A Required: AdA Proposed: Nl A Front Setback: Existing: N~A Required: A/~A Proposed: ~1~1% Rear Setback: Existing: Al~A Required: Proposed: NIA Combined Wk Existing: N~ A Required: A/~A Proposed: N~ A Side Setback: Existing. 10 ~fi Re(Ared.Â· N~ A Proposed: N ~P\ Side Setback. Existing: N~A Required: N~A proposed: N~ 8 Combined Sides: Existing: N~A Required: N~A Proposed: N ~ A Distance Between Existing Required: Proposed: Buildings Existing non-conformities or encroachments: NO Ne Variations requested: ATTACHMENT 4- MATRIX OF LAND USE APPLICATION REQUIREMENTS For application requirements, refer to the numbers in the in second column. These numbers correspond to the key on page 9. For multiple reviews, do not duplicate information. All application materials must be complete and submitted in collated packets. All drawings must include an accurate graphic scale Type of Review App. Submission Requirements Process Type (See Process Number of Required Submittal (See key on page 9.) Description in Att.5) Packets 8040 GREENLINE REVIEW 1-7,8-10,35 P& Z 10 8040 GREENLINE EXEMPTION 1-7,8-10,35 ADMINISTRATIVE REVIEW 2 STREAM 1MARGIN REVIEW 1-7,8,10,11,12,35 P & Z OR ADMINISTRATIVE (Based 2 for 0 Admin., 10 for P &Z on Location) STREAM 1MARGIN EXEMPTION 1-7,8,10,11,12,35 ADMINISTRATIVE REVIEW 2 HALLAM LAKE BLIJFF REVIEW 1-7, 13, 14, 35 P& Z 10 MOUNTAIN VIEW PLANE 1-7,15,16,35 P& Z 10 CONDITIONAL USE 1-7,9,17 P& Z 10 SPECIAL REVIEW* 1-7, Additional Submission Reg. depend P& Z 10 on nature of the Special Review Request. SUBDIVISION 1-7, 18, 19, 20, 21, 35 P & Z, AND CITY COUNCIL 20 EXEMPT SUBDIVISION 1-7,18, 19, 20, 21,35 CITY COUNCIL 10 LOT LI NE ADJUSTMENT 1-7,22 ADMINISTRATIVE REVIEW 2 LOT SPLIT 1-7,22 CITY COUNCIL 10 CODE AMENDMENT 1-4,7,23 P & Z, AND CITY COUNCIL 20 WIRELESS TELECOM. 1-7, 16,24, 25, 26,27, 35 ADMIN. OR P&Z 2 for Admin., 10 for P&Z SATEUTE DISH OVER 24"IN 1-7 ADMIN. OR P&Z 2 for Admin., 10 for P&Z DIAMETER RES. DESIGN STANDARDS 1-7,9,28,29,30 P & Z OR DRAC 10 VARIANCE GMQS EXEMPTION* 1-7, Additional Submission Reg. depend ADMIN., OR P & Z, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P on nature of the Exemption Request. (BASED ON EXEMPTION TYPE) & Z and CC CONDOMINIUMIZATION 1,31 ADMINISTRATIVE 2 PUD 1-7,32,33,35 CONCEPTUAL -P & Z, AND CC 20 for P&Z and CC (Submit FINAL -P&Z, AND CC Separately for Final PUD Review) LODGE PRESERVATION PUD 1-7,35 P & Z, AND CC 20 PUD AMENDMENT / 1-7 g, ADMIN., OR P & Z, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P (BASED ON AMENDMENT TYPE) & Z and CC SPECIALLY PLANNED AREA 1-7,35 CONCEPTUAL -P&Z, AND CC 20 for P&Z and CC (Submit (SPA) FINAL- P & Z, AND CC Separately for Final SPA) AMENDMENT TO SPA 1-7 ADMIN., OR P&Z AND CC 2 for Admin., 20 for P&Z and CC (BASED ON SIGNIFICANCE OF , AMENDMENT) TEMPORARY USE 1-7 ADMIN. OR CC (BASED ON 2 for Admin., 10 for City Council DURATION TIME) ACCESSORY DWELLING UNIT 1-7,9 ADMIN OR P &Z(BASED ON IF 2 for Administrative Review THE PROPOSAL MEETS REVIEW STANDARDS) REZONING 1-7 P & Z AND CC 20 DIMENSIONAL REQLUREMENTS 1-7,34 BOARD OF ADJUSTMENT 9 VARIANCE * Consult with a Planner about submittal requirements. ** A pre-application conference with a Planner should be conducted prior to submitting any land use application. Please call 920-5090 to schedule a pre-application conference. ATTACHMENT 4-CONT'D- SUBMITTAL KEY L Land Use Application with 12. Accurate elevations (in relation to system in the area of the proposed Applicant's name, address and telephone mean sea level) of the lowest floor, subdivision. The contents ofthe plat shall number, contained within a letter signed including basement, of all new or be of sufficient detail to determine by the applicant stating the name, address, substantially improved structures; a whether the proposed subdivision will and telephone number of the verification and recordation of the actual meet the design standards pursuant to representative authorized to act on behalf elevation in relation to mean sea level to Land Use Code Section 26.480.060(3).20. of the applicant. which any structure is constructed; a Subdivision GIS Data. demonstration that all new construction or 2. The street address and legal substantial improvements will be 21. A landscape plan showing location, description of the parcel on which anchored to prevent flotation, collapse or size, and type of proposed landscape development is proposed to occur. lateral movement of any structure to be features. constructed or improved; a demonstration 3, A disclosure of ownership of the that the structure will have the lowest 22. A subdivision plat which meets the parcel on which development is proposed floor, including basement, elevated to at terms of this chapter, and conforms to the to occur, consisting of a current certificate least two (2) feet above the base flood requirements of this title indicating that no from a title insurance company, or elevation, all as certified by a registered furÂ·ther subdivision may be granted for attorney licensed to practice in the State of professional engineer or architect. these lots nor will additional units be built Colorado. listing the names of all owners without receipt of applicable approvals of the property, and all mortgages, 13. A landscape plan that includes pursuant to this chapter and growth judgments. liens, easements, contracts and native vegetative screening of no less than management allocation pursuant to agreements affecting the parcel, and fifty (50) percent of the development as Chapter 26.470. demonstrating the owner's right to apply viewed from the rear (slope) oftlie parcel. for the Development Application. All vegetative screening shall be 23, The precise wording of any maintained in perpetuity and shall be proposed amendment. 4. An 8 1/2" x 11" vicinity map locating replaced with the same or comparable the subject parcel within the City of material should it die. 24, Site Plan or plans drawn to a scale of Aspen. one ( 1") inch equals ten (10') feet or one 14. Site sections drawn by a registered (1") inch equals twenty (20') feet. 5. A site improvement survey including architect landscape architect or including before and "after" photographs topography and vegetation showing the engineer shall be submitted showing all (simulations) specifying the location of current status of the parcel certified by a existing and proposed site elements, the antennas, support structures. transmission registered land surveyor, licensed in the top of slope, and pertinent elevations buildings and/or other accessory uses, State of Colorado. (This requirement, or above sea level. access, parking, fences. signs, lighting, any part thereof, may be waived by the landscaped areas and all adjacent land Community Development Department if 15. Proposed elevations ofthe uses within one-hundred fifty ( 150') feet. the project is determined not to warrant a development, including any rooftop Such plans and drawings should survey document.) equipment and how it will be screened. demonstrate compliance with the ReviewÂ· Standards of this Section. 6. A site plan depicting the proposed 16. Proposed elevations of the layout and the project's physical development, including any rooftop 25. FAA and FCC Coordination. relationship to the land and it's equipment and how it will be screened. Statements regarding the regulations of surroundings. the Federal Aviation Administration 17. A sketch plan ofthe site showing (FAA) and the Federal Communications 7 A written description of the existing and proposed features which are Commission (FCC). proposal and a written explanation of relevant to the review. how a proposed development complies 26. Structural Integrity Report from a with the review standards relevant to the 18. One (1) inch equals four hundred professional engineer licensed in the development application. (400) feet scale city map showing the State of Colorado. location of the proposed subdivision, all 8 Plan with Existing and proposed adjacent lands owned by or under option 27. Evidence that an effort was made to grades at two- foot contours, with five-foot to the applicant, commonly known locate on an existing wireless intervals for grades over ten (10) percent. landmarks, and the zone district in which telecommunication services facility the proposed subdivision and adjacent site including coverage/ interference 9 Proposed elevations of the development properties are located. analysis and capacity analysis and a brief statement as to other reasons for 10, A description of proposed 19. A plat which reflects the layout of success or no success. construction techniques to be used. the lots, blocks and structures in the proposed subdivision. The plat shall 28. Neighborhood block plan at 11 A Plan with the 100-year floodplain be drawn at a scale of one (1) equals one 1"=50' (available from City Engineering line and the high water line. hundred (100) feet or larger. Architectural Department) Graphically show the front scales are not acceptable. Sheet size shall portions of all existing buildings on both be twenty-four (24) inches by thirty-six sides of the block and their setback from (36) inches. If it is necessary to place the the street in feet. Identify parking and plat on more than a one (1) sheet, an index front entry for each building and locate shall be included on the first sheet. A any accessory dwelling units along the vicinity map shall also appear on the first alley (Continued on next page.) sheet showing the subdivision as it relates to the rest of the city and the street indicate whether any portions of the 35. Exterior Lighting Plan Show the houses immediately adjacent to the location. height, type and luminous subject parcel are one story (only one intensity of each above grade fixture. living level). Estimate the site illumination as measured in foot candles and include minimum, 29. Roof Plan. maximum, and average illumination. Additionally, provide comparable 30. Photographic panorama. Show examples already in the community that elevations of all buildings on both sides of demonstrate technique, specification, and/ the block, including present condition of or light level if they exist. the subject property. Label photos and mount on a presentation board 31. A condominium subdivision exemption plat drawn with permanent ink on reproducible mylar. Sheet size shall be twenty-four (24) inches by thirty-six (36) inches with an unencumbered margin of one and one-half 0 1/2) inches on the left hand side of the sheet and a one-half (1/2) inch margin around the other three (3) sides of the sheet pursuant to Land Use Code Section 26,480.090. 32. A description and site plan of the proposed development including a statement of the objectives to be achieved by the PUD and a description ofthe proposed land uses, densities, natural features, traffic and pedestrian circulation, off-street parking, open space areas, infrastructure improvements. and site drainage. 33. An architectural character plan generally indicating the use, massing, scale, and orientation ofthe proposed buildings. 34. A written description ofthe variance being requested, ATTACHMENT 5 DEVELOPMENT REVIEW PROCEDURE 1. Attend pre-application conference. During this one-on-one meeting, staff will determine the review process which applies to your development proposal and will identify the materials necessary to review your application. 2. Submit Development Application. Based on your pre-application meeting, you should respond to the application package and submit the requested number of copies of the complete application and the appropriate processing fee to the Community Development Department. 3. Determination of Completeness. Within five working days of the date of your submission, staff will review the application, and will notify you in writing whether the application is complete or if additional materials are required. Please be aware that the purpose ofthe completeness review is to determine whether or not the information you have submitted is adequate to review the request, and not whether the information is sufficient to obtain approval. 4. Staff Review of Development Application. Once your application is determined to be complete, it will be reviewed by the staff for compliance with the applicable standards of the Code. During the staff review stage, the application will be referred to other agencies for comments. The Planner assigned to your case or the agency may contact you if additional information is needed or if problems are identified. A memo will be written by the staff member for signature by the Community Development Director. The memo will explain whether your application complies with the Code and will list any conditions which should apply ifthe application is to be approved. Final approval of any Development Application which amends a recorded document, such as a plat, agreement or deed restriction, will require the applicant to prepare an amended version of that document for review and approval by staff. Staff will provide the applicant with the applicable contents for the revised plat, while the City Attorney is normally in charge of the form for recorded agreements and deed restrictions. We suggest that you not go to the trouble or expense of preparing these documents until the staff has determined that your application is eligible for the requested amendment or exemption. 5. Board Review of Application. If a public hearing is required for the land use action that you are requesting, then the Planning Staff will schedule a hearing date for the application upon determination that the Application is complete. The hearing(s) will be scheduled before the appropriate reviewing board(s). The Applicant will be required to mail notice (one copy provided by the Community Development Department) to property owners within 300 feet of the subject property and post notice (sign available at the Community Development Department) of the public hearing on the site at least fifteen (15) days prior to the hearing date (please see Attachment 6 for instructions). The Planning Staff will publish notice of the hearing in the paper for land use requests that require publication. The Planning Staff will then formulate a recommendation on the land use request and draft a memo to the reviewing board(s). Staff will supply the Applicant with a copy of the Planning Staff's memo approximately 5 days prior to the hearing. The public hearing(s) will take place before the appropriate review boards. Public Hearings include a presentation by the Planning Staff, a presentation by the Applicant (optional), consideration of public comment, and the reviewing board's questions and decision. 6. Issuance of Development Order. If the land use review is approved, then the Planning Staff will issue a Development Order which allows the Applicant to proceed into Building Permit Application. 7. Receipt of Building Permit. Once you have received a copy of the signed staff approval, you may proceed to building permit review. During this time, your project will be examined for its compliance with the Uniform Building Code. It will also be checked for compliance with applicable provisions of the Land Use Regulations which were not reviewed in detail during the one step review (this might include a check of floor area ratios, setbacks, parking, open space and the like). Fees for water, sewer, parks and employee housing will be collected if due. Any document required to be recorded, such as a plat, deed restriction or agreement, will need to be reviewed and recorded before a Building Permit is submitted. ATTACHMENT 6 PUBLIC HEARING NOTICING REQUIREMENTS Three forms of notice are required by the Aspen Land Use Regulations: publication in the newspaper, posting of the property, and mailing to surrounding landowners. Following is a summary ofthe notice requirements, including identification of who is responsible for completing the notice. 1. Publication - Publication of notice in a paper of general circulation in the City of Aspen is to be done at least fifteen (15) days prior to the hearing. The legal notice will be written by the Community Development Department and we will place the notice in the paper within the appropriate deadline. 2. Posting - Posting of a sign in a conspicuous place on the property is to be done fifteen (15) days prior to the hearing. It is the applicant's responsibility to obtain a copy of the sign from the Community Development Department, to fill it in correctly and to bring proofto the hearing that posting took place (use attached affidavit). 3. Mailing - Mailing of notice is to be made to all owners of property within 300 feet of the subject development parcel by the applicant. It is the applicant's responsibility to obtain a copy of the notice from the Community Development Department, to mail it according to the following standards, and to bring proof to the hearing that the mailing took place (use attached affidavit). Notice to mineral Estate Owner. An Applicant for surface Development shall notify affected mineral estate owners by at least thirty (30) days prior to the date scheduled for the initial public hearing on the application for development. The applicant shall certify that the notice has been provided to the mineral estate owners. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of public hearing. CITY OF AsPEN COMMUNITY DEVELOPMENT DEPARTMENT GENERAL LAND USE APPLICATION PACKET Ti 1Â£ Cin or ASI'EN Attached is an Application for review of Development that requires Land Use Review pursuant to the City of Aspen Land Use Code. Included in this package are the following attachments: 1. Development Application Fee Policy, Fee Schedule and Agreement for Payment Form 2. Land Use Application Form 3. Dimensional Requirements Form 4. Matrix of Land Use Application Requirements/Submittal Requirements Key 5. General Summary of Your Application Process 6. Public Hearing Notice Requirements 7. Affidavit ofNotice All applications are reviewed based on the criteria established in Title 26 ofthe Aspen Municipal Code. Title 26 of the Aspen Municipal Code is available at the City Clerk's Office on the second floor of City Hall and on the internet at www.aspenpitkin.com, City Departments, City Clerk, Municipal Code, and search Title 26. We strongly encourage all applicants to hold a pre-application conference with a Planner in the Community Development Department so that the requirements for submitting a complete application can be fully described. Also, depending upon the complexity of the development proposed, submitting one copy of the development application to the Case Planner to determine accuracy, insufficiencies, or redundancies can reduce the overall cost of materials and Staff time. Please recognize that review ofthese materials does not substitute for a complete review ofthe Aspen Land Use Regulations. While this application package attempts to summarize the key provisions of the Code as they apply to your type of development, it cannot possibly replicate the detail or the scope of the Code. If you have questions which are not answered by the materials in this package, we suggest that you contact the staff member assigned to your case or consult the applicable sections of the Aspen Land Use Regulations. COMMUNITY DEVELOPMENT DEPARTMENT Land Use Review Fee Policy The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. A flat fee is collected by Community Development for applications which normally take a minimal and predictable amount of staff time to process. Review fees for other City departments reviewing the application (referral departments) will also be collected when necessary. Flat fees are cumulative - meaning an application with multiple flat fees must pay the sum of those flat fees. Flat fees are not refundable. A review fee deposit is collected by Community Development when more extensive staff review is required. Actual staff time spent will be charged against the deposit. Various City staff may also charge their time spent on the case in addition to the case planner. Deposit amounts may be reduced if, in the opinion of the Community Development Director, the project is expected to take significantly less time to process than the deposit indicates. A determination on the deposit amount shall be made during the pre-application conference by the case planner. Hourly billing shall still apply. All applications must include an Agreement to Pav Application Fees. One payment including the deposit for Planning and referral agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will not be accepted for processing without the required application fee. The Community Development Department shall keep an accurate record of the actual time required for the processing of a land use application requiring a deposit. The City can provide a summary report of fees due at the applicant's request. The applicant will be billed for the additional costs incurred by the City when the processing of an application by the Community Development Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a project review shall be billed to the applicant with no additional administrative charge. In the event the processing of an application takes less time than provided for by the deposit, the department shall refund the unused portion of the deposited fee to the applicant. Fees shall be due regardless of whether an applicant receives approval. Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final, and recordation of approval documents shall be handled as individual cases for the purposes of billing. Upon conceptual approval all billing shall be reconciled and all past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall require a new deposit at the rate in effect at the time of final application submission. Upon final approval all billing shall again be reconciled prior to the Director accepting an application for review of technical documents for recordation. The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more days past due. Unpaid invoices of 90 or more days past due may be assessed a late fee of 1.75% per month. An unpaid invoice of 120 days or more may be subject to additional actions as may be assigned by the Municipal Court Judge. All payment information is public domain. All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, an unpaid invoice of 90 or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is made. The property owner of record is the party responsible for payment of all costs associated with a land use application for the property. Any secondary agreement between a properly owner and an applicant representing the owner (e.g. a contract purchaser) regarding payment of fees is solely between those private parties, January 2015 City ofAspen I 130 S. Galena St. I (970) 920-5090 THE CITY oF ASPEN March 8,2016 Scott Chism Planning & Construction Manager, Parks Department City of Aspen 130 South Galena Street Aspen, CO 81611 Jessica Garrow Community Development Director City of Aspen 130 South Galena Street Aspen, CO 81611 RE: Request for Insubstantial Amendment #4 to Burlingame Ranch Phase II PUD Ms. Garrow: The City of Aspen Parks Department is submitting for an Insubstantial Amendment to the Burlingame Ranch Phase II PUD in order to obtain approval for modified architectural design and siting of an irrigation pump house building. Exhibit D of Ordinance 22 of 2011 discusses the irrigation water source for Phase IIA and Parks 1 and 2 of Burlingame Ranch Phase II. Section 7 of the recorded development commitment for the subdivision also discusses the irrigation source pond and pump house facility. Given that the proposed pump house will be located in one of the new public parks in the Burlingame neighborhood, the Parks Department design staff believed strongly that the structure could and should be much more than a shed housing pump equipment located in the middle of a park. The pump house building design being presented in this submission package is one that utilizes the architecture in various ways to improve the visitor experience within the park. The building has been sited on an elevated edge of the park, adjacent to an existing Transit building. The building mass is proposed to be built into an existing slope to better mitigate large pump noise from park users and nearby residences, but also to provide an opportunity for public access to the building roof. Allowing public access to the building roof provides a fantastic view overlook of the park and Roaring Fork River Gorge. An integrated shade shelter has been designed above the building's 'green roof' that will provide a public benefit and solution for specific use requests received by the Parks Department for integration at Park 1 and Park 2: shade at public seating/viewpoints. This feature was not part of the more utilitarian design of a pump house building approved in the Burlingame Ranch Phase II PUD, but is very much in line with the uses and features of a quality public park. The building becomes an element within the park that contributes in multiple ways to the positive visitor experiences possible in the park. ASPEN PARKS DEPARTMENT 130 SOUTH GALENA STREET ASPEN, COLORADO 81611 970.920.5120 THE CITY OP ASPEN We request your approval of this Insubstantial Amendment #4 to the Burlingame Ranch Phase II PUD for an irrigation pump house that will be addressed as 283 Forge Road. Sincerely, . -- I V 1. Scott Chism Planning & Construction Manager, Parks Department Enclosures: Submission requirements #1-7 Ce: Scott Miller Barry Crook Jeff Woods Jack Wheeler Stephen Kanipe Claude Salter Tricia Aragon Chris Everson ASPEN PARKS DEPARTMENT 130 SOUTH GALENA STREET ASPEN, COLORADO 81611 970.920.5120 , ' THE CITY OF ASPEN OFFICE OF THE CITY MANAGER February 29,2016 Jennifer Phelan City ofAspen Community Development Department i 130 South Galena Street Aspen, CO 81611 Dear Jennifer, As required in the Pre-Application Summary for an Insubstantial Amendment to Burlingame, this letter is intended to authorize the Aspen Parks Department to apply fgrland use approval to build the proposed irrigation pump house at Burlingame Park 1 in accordance with the approved 2013 Development Commitment of the Burlingame Ranch Phase II neighborhood and Ordinance #2011-22 granting land use approvals for development at Burlingame Ranch. SingÂ¢rely, *4 lÂ¥ L.. 1 1' Steve Barwick Aspen City Manager 130 SOUTH GALENA STREET Â· AKEN, COLOR.At)0 81611-1975 Â· PlimE 970.920.5212 F.,r 970.920.5119 Printed un Recwled Paper Sent via e-mail ~ To: Reilly Thimons Planning Technician Community Development Department THE CITY OF ASPEN 130 S Galena St Reilly.thimons@cityofaspen.com (970) 429-2754 From: Scott Chism Planning & Construction Manager Parks Department 585 Cemetery Lane Scott.chism@cityofaspen.com 970-429-2029 Re: Request for Insubstantial Amendment #4 to Burlingame Phase Il PUD: Pump house, Revision 1 Date: 04/08/16 INSUBSTANTIAL AMEMENDMENTS 1. The request does not change the use or character of the development. The pumphouse building as proposed does not change the use or character Of Park 1 or the nearby Burlingame Phase 11 development. The Applicant believes that the use and character Of the park where the building would be constructed would actually be improved with what has been proposed. 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. The pumphouse building as proposed is still a relatively small building within a public park. The location Of the pumphouse as proposed is still on the northwest side Of the public park, but refined to fit into the existing topography better and to provide greater amenity to the park users. 3. The request does not require granting a variation from the project' s allowed use(s) and does not request an increase in the allowed height or floor area. The pumphouse building as proposed in this submission remains as a building intended to house irrigation and recirculation pump equipment and associated control equipment within a public park. The building footprint as proposed remains square in configuration, but requires an increase from 20'x20' to 22'x22' to sufficiently accommodate operational needs Of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeowner's association. The pumphouse building as proposed remains a single story building, but instead of a pitched shed roof as suggested in the PUD approval, it is a building built into an existing slope to reduce its apparent massing, and integrates an accessible green roof for public use. The Applicant for this pumphouse building as proposed in this submission has referenced City Of Aspen Land Use Code Section 26.575.020.F.4.d. to guide the building design, which states: F. Measuring Building Heights. 4. Allowed Exceptions to Height Limitations. d) Rooftop Railings. On any structure other than a single-family or duplex residential building, rooftop railings and similar safety devices permitting rooftop access may extend up to five (5) feet above the height Of the building at the point the railing connects. To qualify for this exception, the railing must be the minimum reasonably necessary to provide adequate safety and building code compliance and the railing must be 50% or more transparent. All railings shall be set back from any Street facing facade of the building by an amount equal to the height of the railing. For single-family and duplex residential buildings, rooftop railings shall not be allowed a height exception. Per 26.575.020.F.4.d the proposed pumphouse building with siding and proposed guardrail design to protect the accessible green roof complies with the 12'-0" height limit (see 3/A3.2) identified in the PUD approval. The North fa,ade and small portions of the West and East fa,ade have a siding extents limited to 12'-0" in height. Sections of 50% or more transparent cable guardrail have been integrated where the overall 12'-0" height Of siding is inadequate for guardrail height to protect the accessible green roof. In addition to complying with city code, this guardrail design provides improved view access for children and people in wheelchairs. The Street facing fa,ade is the South side of the pumphouse building and is less than 12'-0" in height. The South facade of the building is obscured from Street view by an existing bus stop/transit building. Because the South fagade height is lower than 12'-0", the siding/guardrail would not trigger a guardrail setback requirement. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. The proposed footprint dimension modification is necessary to sufficiently accommodate operational needs of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeowner's association. The pumphouse building siting within the public park has been modified in order to better mitigate large pump noise from park users and nearby residences, but also to provide an opportunity for public access to the building roof. Allowing public access to the building roof was not envisioned as part Of a comprehensive, detailed park design when the PUD was approved, but provides a benefit for public use. The proposed building provides a fantastic view overlook Of the park and Roaring Fork River Gorge. The building becomes an element within the park that contributes in multiple ways to the positive visitor experiences possible in the park. 5. An applicant may not apply for Detailed Review if an amendment is pending. Noted. Not applicable to this review submission. Sent via e-mail ~ To: Reilly Thimons Planning Technician Community Development Department THE CITY OF ASPEN 130 S Galena St Reilly.thimons@cityofaspen.com (970) 429-2754 From: Scott Chism Planning & Construction Manager Parks Department 585 Cemetery Lane Scott.chism@cityofaspen.com 970-429-2029 Re: Request for Insubstantial Amendment #4 to Burlingame Phase IL.PUD: Pump house Date: 03/10/16 INSUBSTANTIAL AMEMENDMENTS 1. The request does not change the use or character of the development. The pumphouse building as proposed does not change the use or character of Park 1 or the nearby Burlingame Phase 11 development. The applicant believes that the use and character Of the park where the building would be constructed would actually be improved with what has been proposed. 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. The pumphouse building as proposed is still a relatively small building within a public park. The location of the pumphouse as proposed is still on the northwest side Of the public park, but refined to fit into the existing topography better and to provide greater amenity to the park users. 3. The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. The pumphouse building as proposed remains unchanged: a building intended to house irrigation and recirculation pump equipment and associated control equipment within a public park. The building footprint as proposed remains square in configuration, but requires an increase from 20'x20' to 22'x22' to sufficiently accommodate operational needs Of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeowner's association. The pumphouse building as proposed remains a single story building, but instead Of a pitched shed roof as suggested in the PUD approval, it is a building built into an existing slope to reduce its apparent massing. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. i The proposed footprint dimension modification is necessary to sufficiently accommodate operational needs Of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeownefs association. The pumphouse building siting within the public park has been modified in order to better mitigate large pump noise from park users and nearby residences, but also to provide an opportunity for public access to the building roof. Allowing public access to the building roof was not envisioned as part of a comprehensive, detailed park design when the PUD was approved, but provides a benefit for public use. The proposed building provides a fantastic view overlook Of the park and Roaring Fork River Gorge. An integrated shade shelter has been designed above the building's 'green roof that will provide a public benefit and solution for specific use requests received by the Parks Department for integration at Park 1 and Park 2: shade at public seating/viewpoints. Thisfeature was not part Of the more utilitarian design of the PUD approved pump house building, but is very much in line with the uses and features Of a quality public park. The building becomes an element within the park that contributes in multiple ways to the positive visitor experiences possible in the park. 5. An applicant may not apply for Detailed Review if an amendment is pending. Noted. Not applicable to this review submission. 023 THE CITY OF AsPEN OFFICE OF THE CITY ATTORNEY March 10,2016 Jessica Garrow City o f Aspen Community Development 130 S. Galena St. Aspen, CO 81611 RE: Burlingame Park 1 - Proof ofOwnership Dear Ms. Garrow: I am an attorney licensed to practice law in the State of Colorado and presently serve as the City Attorney for the City of Aspen. In this capacity I have examined the ownership and control of the property located in the City of Aspen and known as Burlingame Ranch Affordable Iiousing Filing 1 Park A. I can hereby confirm that the City of Aspen has complete authority to take action for the development of a pump house building on this parcel. The property is not encumbered in any manner affecting the use of the property for the construction and maintenance o f the development that is proposed. If you need anything further, please advise. Thank you. Sincerely, A re=::~~ ./>*k.-~ 1-- -#C - <*'-James R. True City Attorney 130 Soum GALEAA STREET Â· ASPEN, COLORA[)0 81611-1975 Â· PHOKE 970.920.5055 - F.#x 970.920.5119 Printed on Rek, ded Papti Â£2)991 V 4. .* 43 +44 i >0 < i-443 - tx% 4 N Al C -Â«Â·~ T'o i 1/ {% ~h:t j 1 2 .01/19 -, / 0 4*41; & 3 11-- ] I 11 . Proposed i~ 40 4Â£ 11 -:. Pumphouse and 41.-1~ V . ., Access Ramp il i A' 4 Existing Bus Stop -~ . u .4 4 * 3 k '04,6 t': . 04474742 99 '. , c if fl 1 ' 44 ,-1~' a. 3'' r 9.,, 1 AlÂ«.1_23 - I 3 Â«9 4 ak Â· . -Ul', . 61 -*Fe ~p :~: > Jil 4 , '7) 4 1.. -y *kl I, It:% 1 2 011'4 :0 4 iiI , i. 1 - ' #..'.e.. 1 X # : *.b. 1 I .. . 61. 1 4 - Ik *A Â· . 44 1 Y 441: 31 - 1. 15 4 11 . . 2, 1.- r. 171 - * LE. t - 1 *r.:I i i I * I 1 *44- i. ** & f**x"-~ ~~ ~ fi~ ~f~4 :i, i {ifi- U~L e 4,1 0 \1 4 4 .,If:t, . 1 A- F 0 91 1 1 ' I. 6 , - . ;Sat :-:f d,U 0 1. 1. 20 4 +4 19;) ; Th -tiffÂ¢. 0 , 11 ff? ,!t; v ~ jf ~ ~~~ ::C 1 ~6* i "- Vit-b 471 2 4 4 2;% *,Wd* 4 + C + ...,-"f. 11#, r .f 1 -t F :# * : U 3 0, 4 31*ir, 9 f 144.//462 4% y~~~; 4 ~14 + ~ ~ Â» 1 ;3 012 - 7\4.,4,4<.1 :.. v 4* I : / *@ c W t{ 4 i <0 n Art )4 4 kt ..r h %Â§@9 . 4, 94. j. -j-.Af '*FT--1 O . I Burlingame Pumphouse 283 Forge Rd. 1 8 ke. bill ar Y 2010 @. CHARLES CUNNIFFE ARCHITECTS Sent via e-mail ~ To: Reilly Thimons Planning Technician Community Development Department THE CITY OF AspEN 130 S Galena St Reilly.thimons@cityofaspen.com (970) 429-2754 Orr-~CIVED From: Scott Chism 4/4... .. Planning & Construction Manager MAR 1 1 2016 Parks Department 585 Cemetery Lane CITY Ot 4,BEN Scott.chism@cityofaspen.com COMMUNnY DE jELi,PMENT 970-429-2029 Re: Request for Insubstantial Amendment #4 to Burlingame Phase II PUD : Pump house Date: 03/10/16 INSUBSTANTIAL AMEMENDMENTS 1. The request does not change the use or character of the development. The pumphouse building as proposed does not change the use or character of Park 1 or the nearby Burlingame Phase 11 development. The applicant believes that the use and character of the park where the building would be constructed would actually be improved with what has been proposed. 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. The pumphouse building as proposed is still a relatively small building within a public park. The location Of the pumphouse as proposed is still on the northwest side of the public park, but refined to fit into the existing topography better and to provide greater amenity to the park users. 3. The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. The pumphouse building as proposed remains unchanged: a building intended to house irrigation and recirculation pump equipment and associated control equipment within a public park. The building footprint as proposed remains square in configuration, but requires an increase from 20'x20' to 22'x22' to sufficiently accommodate operational needs of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeowner's association. The pumphouse building as proposed remains a single story building, but instead of a pitched shed roof as suggested in the PUD approval, it is a building built into an existing slope to reduce its apparent massing. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. The proposed footprint dimension modification is necessary to sufficiently accommodate operational needs Of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeowner's association. The pumphouse building siting within the public park has been modified in order to better mitigate large pump noise from park users and nearby residences, but also to provide an opportunity for public access to the building roof. Allowing public access to the building roof was not envisioned as part Of a comprehensive, detailed park design when the PUD was approved, but provides a benefit for public use. The proposed building provides a fantastic view overlook Of the park and Roaring Fork River Gorge. An integrated shade shelter has been designed above the building's 'green roof that will provide a public benefit and solution for specific use requests received by the Parks Department for integration at Park 1 and Park 2: shade at public seating/viewpoints. This feature was not part Of the more utilitarian design Of the PUD approved pump house building, but is very much in line with the uses and features Of a quality public park. The building becomes an element within the park that contributes in multiple ways to the positive visitor experiences possible in the park. 5. An applicant may not apply for Detailed Review if an amendment is pending. Noted. Not applicable to this review submission. @. MEMORANDUM @U CHARLES CUNNIFFE ARCHITECTS Date: 2016-02-18 Project: 1512 Burlingame Pumphouse Re: Burlingame Irrigation Purnphouse Insubstantial PD Amendment Site and Context: Burlingame Ranch is a family-oriented housing community. The houses are planned to emphasize the neighborhood and community feel, and the proposed pumphouse is designed to further encourage community activities. Aesthetically, the pumphouse is designed with the inspiration of a 'bird blind." Traditionally, a bird blind is a shelter designed for people to observe birds without being seen - it is meant to become part of the landscape in an area with a good vantage point. The pumphouse is located in a prime area for observation. From its location the entire park is visible, as is the view beyond. By using sustainable wood siding to create texture and shadow, the pump house identifies itself as a unique community destination. The landscaped roof can be accessed via ramp from both the proposed park path and the existing bus stop. The roof provides an ideal location for observation, and with both a shade structure and seating, is an excellent spot for local families to gather. Materiality: Wood is apparent throughout the Burlingame Ranch development in siding, decking, roofs, and structural members. The proposed pumphouse uses the vertical wood siding apparent throughout the site as a reference for its vertical wood pattern. Both the bus stop and the proposed pumphouse have geometrically interesting roof shapes supported by large timber members. The bus stop has a unique wood bench that matches its particular architecture, similar to how the proposed pumphouse has its own bench. Metal is the other main material apparent in the proposed pumphouse design, and it can be found as a material on the roofs and balconies of the adjacent residences. Overall Size: The originally designed pumphouse had a building footprint of 20' x 20'. The current proposed pumphouse has a 22' x 22' footprint. The footprint grew 2'-0" on each side to accommodate functional and management requirements of the three pumps and associated filter and control systems housed within. The originally designed pumphouse had a sloped shed roof with a high point at about 14'-10". The design included a roof hatch which extended above this height. The current proposed pumphouse maintains a minimum clear space inside the pumphouse of 8'-0". The roof, at 10'-0" AFF is a green roof, complete with permeable pavers and landscaping. The roof hatch is disguised as a picnic table - making it an opportunity rather than an eye-sore. The sloped shade structure encourages the view to the mountains, while remaining light and unobtrusive to the views from the adjacent proposed houses. The overall height remains shorter than the adjacent bus stop. While the proposed pumphouse is taller than the original design, it serves a community purpose beyond the irrigation needs of the park and Phase 2 neighborhood. It is a destination object, and encourages community experiences and interactions. I 610 East Hyman Avenue â€¢ Aspen, Colorado 81611 m tel: 970.925.5590 â€¢ fax: 970.925.5076 m www.cunniffe.com 1 Sent via e-mail ~ To: Reilly Thimons Planning Technician Community Development Department THE CITY OF ASPEN 130 S Galena St Reilly.thimons@cityofaspen.com (970) 429-2754 Frorn: Scott Chism Planning & Construction Manager Parks Department 585 Cemetery Lane Scott.chism@cityofaspen.com 970-429-2029 Re: Request for Insubstantial Amendment #4 to Burlingame Phase Il PUD : Pump house Date: 03/10/16 INSUBSTANTIAL AMEMENDMENTS 1. The request does not change the use or character of the development. The pumphouse building as proposed does not change the use or character Of Park 1 or the nearby Burlingame Phase 11 development. The applicant believes that the use and character Of the park where the building would be constructed would actually be improved with what has been proposed. 2. The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. The pumphouse building as proposed is still a relatively small building within a public park. The location of the pumphouse as proposed is still on the northwest side Of the public park, but refined to fit into the existing topography better and to provide greater amenity to the park users. 3. The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. The pumphouse building as proposed remains unchanged: a building intended to house irrigation and recirculation pump equipment and associated control equipment within a public park. The building footprint as proposed remains square in configuration, but requires an increase from 20'x20' to 22'x22' to sufficiently accommodate operational needs of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeowner's association. The pumphouse building as proposed remains a single story building, but instead of a pitched shed roof as suggested in the PUD approval, it is a building built into an existing slope to reduce its apparent massing. 4. Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. The proposed footprint dimension modification is necessary to sufficiently accommodate operational needs Of the irrigation and recirculation pump equipment necessary for the two public parks and associated neighborhood homeowner's association. The pumphouse building siting within the public park has been modified in order to better mitigate large pump noise from park users and nearby residences, but also to provide an opportunity for public access to the building roof. Allowing public access to the building roof was not envisioned as part of a comprehensive, detailed park design when the PUD was approved, but provides a benefit for public use. The proposed building provides a fantastic view overlook Of the park and Roaring Fork River Gorge. An integrated shade shelter has been designed above the building's 'green roof' that will provide a public benefit and solution for specific use requests received by the Parks Department for integration at Park 1 and Park 2: shade at public seating/viewpoints. This feature was not part of the more utilitarian design Of the PUD approved pump house building, but is very much in line with the uses and features Of a quality public park. The building becomes an element within the park that contributes in multiple ways to the positive visitor experiences possible in the park. 5. An applicant may not apply for Detailed Review if an amendment is pending. Noted. Not applicable to this review submission. . CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Reilly Thimons, 429-2754 DATE: February 16, 2016 PROJECT: Burlingame Phase Il, Park 1 Pump House 0 REPRESENTATIVE: Scott Chism and Steven Cronin, Parks Department APPLICANT: City of Aspen DESCRIPTION: The applicant is interested in changing the proposed location and design of the previously approved pump house at Burlingame Phase 11 Park 1. The approval includes a pump house located within Park 1, and the Parks Department is interested in relocating it behind the existing bus shelter. The park is part of a Planned Development (PD), and changes to the approved pump house will require a PD Amendment. The proposed changes qualify for an Insubstantial Amendment, which is reviewed administratively. The applicant will need to include copies of previous approvals, illustrative site plans and/or landscape plans showing the originally approved and proposed pump house, the recorded development commitment, and Ordinance 22 of Series 2011. The applicant will need to respond to the criteria for Insubstantial PD Amendments and reference Chapter 26.575.020 for calculations and measurements in order to confirm the square footage for the relocated pump house. In addition, the proposed pump house should be designed to blend in with the existing and approved architectural and landscaped character of the bus shelter and park area. To qualify for an Insubstantial PD Amendment the proposal must be consistent with previous approvals and any increases in height or floor area are technical in nature (see full criteria in Section 26.445.100.A). No Transportation Impact Analysis is required. Below are links to the Land Use Application form and Land Use Code for your convenience: Land Use App: http://www.aspenpitkin.com/Portals/0/docs/City/Comdev/Apps%20and%20Fees/2013%20land%20use%208 pp%20form.pdf Land Use Code: http:Hwww.aspenpitkin.com/Departments/Community-Development/Planning-and-Zoning/Title-26-Land-Use- Code/ Land Use Code Section(s) 26.445.110A Insubstantial PD Amendments 26.575.020 Calculations and Measurements Review by: Staff for complete application Referral agencies for technical considerations Staff for administrative review Public Hearing: Not required Planning Fees: Planning Deposit: Administrative Review ($1,300 for 4 hours) Referral Fees: Engineering Department-$325 for one (1) hour of review time. Total Deposit: $1,650 Deposit for 4 hours of staff time (additional planning hours over deposit amount are billed at a rate of $325/hour; additional engineering hours over deposit are billed at a rate of $325/hour) ASLU Insubstantial Amendment Burlingame Phase II Park 1 Pump House 1 To apply, submit the following information: D Completed Land Use Application and signed fee agreement. O Pre-application Conference Summary (this document). Â£ Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. 0 Applicant's name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. Il Proof of ownership. A signed letter from the City authorizing the application. 0 A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. 0 A site improvement survey (no older than a year from submittal) including topography and vegetation showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado. Il Existing and proposed site plan, landscape plan, architectural details, materials, and elevations. 0 Written responses to all review criteria. Il An 8 1/2" by 11" vicinity map locating the parcel within the City of Aspen. Â¤ 1 Complete Copy. If the copy is deemed complete by staff, the following items will then need to be submitted: 0 1 additional copy of the complete application packet and, if applicable, associated drawings. Number of copies correlates to referral agencies and review boards. 0 Total deposit for review of the application. O A digital copy of the application provided in pdf file format. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 2 COMMUNITY DEVELOPMENT DEPARTMENT Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to include a Homeowner Association Compliance Form (this form) certifying the scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed bv the property owner or Attorney representing the property owner. NarnE. Ort7 4 *speN Property A Owner ("1"): Email: *4Â· okism e. e<+T 0-,ApaiPhone No.: 990-429-22-f Address of 285 FER-4E- PeÂ© I Property: (subject of AFPEN, u Bwil application) I certify as follows: (pick one) ,]~ This property is not subject to a homeowners association or other form of private covenant. U This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. E This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners association or covenant beneficiary. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. 1 understand that this document is a public document. Owner signature: (1Â«14- dateÂ· 14 1 C (6 f .7 Owner printed name: *am- CH-(4 h e 07 gb 4*Fwv rh#*5 pEFr-. l c rr~Â· PA-F*L or, Attorney signature: date: Attorney printed name: . THE CITY oF ASPEN March 8,2016 Scott Chism Planning & Construction Manager, Parks Department City o f Aspen 130 South Galena Street Aspen, CO 81611 Jessica Garrow Community Development Director City o f Aspen 130 South Galena Street Aspen, CO 81611 RE: Request for Insubstantial Amendment #4 to Burlingame Ranch Phase II PUD Ms. Garrow: The City of Aspen Parks Department is submitting for an Insubstantial Amendment to the Burlingame Ranch Phase II PUD in order to obtain approval for modified architectural design and siting of an irrigation pump house building. Exhibit D of Ordinance 22 of 2011 discusses the irrigation water source for Phase IIA and Parks 1 and 2 of Burlingame Ranch Phase II. Section 7 of the recorded development commitment for the subdivision also discusses the irrigation source pond and pump house facility. Given that the proposed pump house will be located in one of the new public parks in the Burlingame neighborhood, the Parks Department design staff believed strongly that the structure could and should be much more than a shed housing pump equipment located in the middle of a park. The pump house building design being presented in this submission package is one that utilizes the architecture in various ways to improve the visitor experience within the park. The building has been sited on an elevated edge of the park, adjacent to an existing Transit building. The building mass is proposed to be built into an existing slope to better mitigate large pump noise from park users and nearby residences, but also to provide an opportunity for public access to the building roof. Allowing public access to the building roof provides a fantastic view overlook of the park and Roaring Fork River Gorge. An integrated shade shelter has been designed above the building's 'green roof' that will provide a public benefit and solution for specific use requests received by the Parks Department for integration at Park 1 and Park 2: shade at public seating/viewpoints. This feature was not part of the more utilitarian design of a pump house building approved in the Burlingame Ranch Phase II PUD, but is very much in line with the uses and features of a quality public park. The building becomes an element within the park that contributes in multiple ways to the positive visitor experiences possible in the park. ASPEN PARKS DEPARTMENT 130 SOUTH GALENA STREET ASPEN, COLORADO 81611 970.920.5120 THE CITY oF ASPEN We request your approval of this Insubstantial Amendment #4 to the Burlingame Ranch Phase II PUD for an irrigation pump house that will be addressed as 283 Forge Road. Sincerely, 44*- CU,n Scott Chism Planning & Construction Manager, Parks Department Enclosures: Submission requirements #1-7 Ce: Scott Miller Barry Crook Jeff Woods Jack Wheeler Stephen Kanipe Claude Salter Tricia Aragon Chris Everson ASPEN PARKS DEPARTMENT 130 SOUTH GALENA STREET ASPEN, COLORADO 81611 970.920.5120 , THE CITY OF ASPEN OFFICE OF T[!E CIT)~ MANAGER February 29, 2016 Jennifer Phelan City of Aspen Community Development Department 130 South Galena Street Aspen, CO 81611 Dear Jennifer, , ' As required in the Pre-Application Summary for an Insubstantial Amendment to Burlingame, this letter is intended to authorize the Aspen Parks Department to apply for land use approval to build the proposed irrigation pump house at Burlingame Park 1 in accordance with the approved 2013 Development Commitment of the Burlingame Ranch Phase II neighborhood and Ordinance #2011-22 granting land use approvals for development at Burlingame Ranch. Sing,rely, 4,4 Wa-/ Steve Barwick Aspen City Manager 1 1-0- -=.. --x.- ., 2.77.Â·1'-'~.-'-T--7 ~2.'- '-- ''Â·1-* .7 ~1~1 .1 .-* Â·TUL ~ Â·*.3 7272-7 :~..~ 130 SOL !11 GuE\A STREET Â· ASPE\,Colow,ux) 81611-1973 Piimi 970.920.3212 M 970.920.5119 Printed â€žn Rea .led Paper CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT GENERAL LAND USE APPLICATION PACKET THE CITY OF ASPEN Attached is an Application for review of Development that requires Land Use Review pursuant to the City of Aspen Land Use Code. Included in this package are the following attachments: 1. Development Application Fee Policy, Fee Schedule and Agreement for Payment Form 2. Land Use Application Form 3. Dimensional Requirements Form 4. Matrix of Land Use Application Requirements/Submittal Requirements Key 5. General Summary of Your Application Process 6. Public LIearing Notice Requirements 7. Affidavit ofNotice All applications are reviewed based on the criteria established in Title 26 ofthe Aspen Municipal Code. Title 26 of the Aspen Municipal Code is available at the City Clerk's Office on the second floor of City Hall and on the internet at www.aspenpitkin.com, City Departments, City Clerk, Municipal Code, and search Title 26. We strongly encourage all applicants to hold a pre-application conference with a Planner in the Community Development Department so that the requirements for submitting a complete application can be fully described. Also, depending upon the complexity of the development proposed, submitting one copy of the development application to the Case Planner to determine accuracy, insufficiencies, or redundancies can reduce the overall cost of materials and Staff time. Please recognize that review ofthese materials does not substitute for a complete review of the Aspen Land Use Regulations. While this application package attempts to summarize the key provisions of the Code as they apply to your type of development, it cannot possibly replicate the detail or the scope of the Code. If you have questions which are not answered by the materials in this package, we suggest that you contact the staffmember assigned to your case or consult the ~ applicable sections ofthe Aspen Land Use Regulations. COMMUNITY ]~EVELOPMEN'T DEPARTMENT-,~2~U.Â» 4.1 Land Use Review Fee Policy The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. A flat fee is collected by Community Development for applications which normally take a minimal and predictable amount of staff time to process. Review fees for other City departments reviewing the application (referral departments) will also be collected when necessary. Flat fees are cumulative - meaning an application with multiple flat fees must pay the sum of those flat fees. Flat fees are not refundable. A review fee deposit is collected by Community Development when more extensive staff review is required. Actual staff time spent will be charged against the deposit. Various City staff may also charge their time spent on the case in addition to the case planner. Deposit amounts may be reduced if, in the opinion of the Community Development Director, the project is expected to take significantly less time to process than the deposit indicates, A determination on the deposit amount shall be made during the pre-application conference by the case planner. Hourly billing shall still apply. All applications must include an Agreement to Pav Application Fees. One payment including the deposit for Planning and referral agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will not be accepted for processing without the required application fee. The Community Development Department shall keep an accurate record of the actual time required for the processing of a land use application requiring a deposit. The City can provide a summary report of fees due at the applicant's request. The applicant will be billed for the additional costs incurred by the City when the processing of an application by the Community Development Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a project review shall be billed to the applicant with no additional administrative charge. In the event the processing of an application takes less time than provided for by the deposit, the department shall refund the unused portion of the deposited fee to the applicant. Fees shall be due regardless of whether an applicant receives approval. Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final, and recordation of approval documents shall be handled as individual cases for the purposes of billing. Upon conceptual approval all billing shall be reconciled and all past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall require a new deposit at the rate in effect at the time of final application submission. Upon final approval all billing shall again be reconciled prior to the Director accepting an application for review of technical documents for recordation. The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more days past due. Unpaid invoices of 90 or more days past due may be assessed a late fee of 1.75% per month. An unpaid invoice of 120 days or more may be subject to additional actions as may be assigned by the Municipal Court Judge. All payment information is public domain. All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, an unpaid invoice of 90 or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is made. The property owner of record is the party responsible for payment of all costs associated with a land use application for the property. Any secondary agreement between a property owner and an applicant representing the owner (e.g. a contract purchaser) regarding payment of fees is solely between those private parties. January 2015 City ofAspen I 130 S. Galena St. I (970) 920-5090 , C" Ir 8"~*~mmÂ«y,ve... ~ COMMUNnt*~VE~OPMENT DEPARTMENT 1.-~ff r- Agreement to Pay Application Fees An agreement between the City of Aspen ("City") and Property 41, 1 4 AsfeN-FAMÂ¥6 Phone No. 970 - 12-9 - 2029 ~ Owner ("11: pfpr- Erna. 960+tic.6191~ B.Cily lianpt,M- Covb Address of 203 Fogae FOAD Billing 110 504471- d'AJA 67-- Property Address: (subject 01 A-9/Set CO 8/6/t (send bills here) A+PeN, 00 51 61 I application) I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. 0 6*0'"*079' Select Dept $ flat fee for Select Dept maâ‚¬*tr-$-O flat fee for . 0 $ flat fee for Select Dept 0 Select Review $ flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. 1 understand that additional costs over and above the deposit mag accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. 1 agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $ ~ 13(â‚¬)' ~ deposit for ~ hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325 per hour. $,0~32~~ deposit foF~ ~ hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $275 per hour. City of Aspen: Property-PÂ¥Ier: 64*- 0120- -*gepe,fger \'8Â«41{ f,r PIâ€¢40*, Community Development Director Name: 56#ZT ct,/9,49 City Use: Title: Ft,14/ A/IN/* i (*41-FU (Ilt,V vU ANAGE?2-- Fees Due: $~ Received: $ January 2015 City ofAspen I 130 S. Galena St. I (970) 920-5090 ATTACHMENT 2 -LAND USE APPLICATION PROJECT: Name: luetiNG,AltlE FAM<Â· 1 PUM,te ttouSE Location: 2%-5 FoF&8 P#No< RSFEN,lo &1611/ (Indicate street address, lot & block number, ledal description where appropriate) Parcel ID # (REQUIRED) 2-9-9â‚¬02 9 'bhol DcLFÂ·UNG,MMAE FANCH AFFDFPRBLe HOUN NG Flt,NON 1 tPkBK A APPLICANT: Name: erry Ob AVEN ReÂ·H> PEPTE Address: (35 Serm BA-(ENA sn / ASPEN, Co SGI I Phone #: 910Â·928 -9/ 2-0 REPRESENTATIVE: Name: 901T Ott19/4 Address: (30 4=1 dhe-NA fir- 1 19;F/\660 0(611 Phone #: 9 90 - 429 - 262-9 TYPE OF APPLICATION: (please check all that apply): / GMQS Exemption El Conceptual PUD U Temporary Use GMQS Allotment g Final PUD (& PUD Amendment) U Text/Map Amendment Special Review U Subdivision U Conceptual SPA ESA - 8040 Greenline, Stream U Subdivision Exemption (includes Â£ Final SPA (& SPA Margin, Hallam Lake Bluff, condominiumization) Amendment) Mountain View Plane U Commercial Design Review U Lot Split U Small Lodge Conversion/ Expansion U Residential Design Variance U Lot Line Adjustment * O*er. f %5464-6.UÂ·4.f U Conditional Use Â»Auk EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) No eÂ«rtw or !*FlGM'Ind Pbl#(41'Mouse aucto NA . (Al?Â·-1*10/9 106100)House butlb INGr AR'AouED PElL pt,/2,0 FluBAn- cmwurnt{E,Ur- 4. c,,iÂ·TY 02,9/N*te PROPOSAL: (description of proposed buildings, uses, modifications, etc.) 60*4-Â» Cr phi'0980 'FfÂ·Â·16*ROA} fUNPHCUSE Buto/All *r PARK- 1 Mr- euft,INBAKLE pli - 2- AE?6mDOFÂ·tivw). Have you attached the following? FEESDUE: S ~r (0,517. 8 (t:EE u/)t/ uth ~M' Pre-Application Conference Summary 812 90~1/ ~ Attachment #1, Signed Fee Agreement Response to Attachment #3, Dimensional Requirements Form Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards ls=/17937 U 3-D Model for large project All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text (Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model. 0000 ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM project. *61/4. /NG AM/te f>*AF- C Fulup Haise Applicant: A (TY 8 1>EN FM+6 DEF AFT *ieAr Location: ZE, b ~0, -46 FÂ·oAD l AÂ·*Peiv. 60 81 bl I Zone District: ' Lot Size: 0.9451 Ac#eS Lot Area: (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: NIK Proposed: NIA Number of residential units: Existing: A~ + Proposed: Number of bedrooms: Existing: NI R Proposed: Proposed % of demolition (Historic properties only): Ni A DIMENSIONS: Floor Area: Existing: N ~ A Allowable. 1Â·00 Proposed: 1%4 Principal bldg. height: Existing: NIA Allowable: Proposed: Access. bldg. height: Existing: ANA Allowable: N <A Proposed: A)/ A On-Site parking: Existing: N~A Required: O Proposed: 0 % Site coverage: Existing: N ~A Required: Aj~ Ar Proposed: N lA % Open Space: Existing: A#A Required: W/A Proposed: N / A Front Setback: Existing: N~ A Required: A/~ A Proposed: ~/ ~ A Rear Setback: Existing: A LA Required: AdA proposed: N~ A CombinedÂ¥Â®. Existing: A/~A Required: A/~A proposed: A~ A Side Setback: Existing: ,~U~A Required: A/~A Proposed: N ~A Side Setback: Existing: N~A Required: /~A proposed: N <-A Combined Sides: Existing: N~ A Reguired: N~A proposed: N~ A Distance Between Existing N ~ R Required. Proposed: Buildings Existing non-conformities or encroachments: m NE Variations requested: ru ATTACHMENT 4- MATRIX OF LAND USE APPLICATION REQUIREMENTS For application requirements, refer to the numbers in the in second column. These numbers correspond to the key on page 9. For multiple reviews, do not duplicate information. All application materials must be complete and submitted in collated packets. All drawings must include an accurate graphic scale Type of Review App. Submission Requirements Process Type (See Process Number of Required Submittal (Seekey on page 9.) Description in Att.5) Packets 8040 GREENLINE REVIEW 1-7,8-10,35 P& Z 10 8040 GREENLINE EXEMPTION 1-7, 8-10,35 ADMINISTRATIVE REVIEW 2 STREAM MARGIN REVIEW 1-7,8, 10, 11, 12,35 P & Z OR ADMINISTRATIVE (Based 2 for 0 Admin., 10 for P &Z on Location) STREAM MARGIN EXEMPTION 1-7,8, 10, 11, 12,35 ADMINISTRATIVE REVIEW 2 HALLAM LAKE BLUFF REVIEW 1-7,13,14,35 P& Z 10 MOUNTAIN VIEW PLANE 1-7,15,16,35 P& Z 10 CONDITIONAL USE 1-7,9,17 P& Z 10 SPECIAL REVIEW* 1-7, Additional Submission Reg. depend P& Z 10 on nature of the Special Review Request. SUBDIVISION 1-7,18,19,20,21,35 P & Z, AND CITY COUNCIL 20 EXEMPT SUBDIVISION 1-7,18,19,20,21,35 CITY COUNCIL 10 LOT LINE ADJUSTMENT 1-7,22 ADMINISTRATIVE REVIEW 2 LOT SPLIT 1-7,22 CITY COUNCIL 10 CODE AMENDMENT 1-4,7,23 P & Z, AND CITY COUNCIL 20 WIRELESS TELECOM. 1-7, 16,24, 25,26,27,35 ADMIN. OR P&Z 2 for Admin., IO for P&Z SATELITE DISH OVER 24" IN 1-7 ADMIN. OR P&Z 2 for Admin., 10 for P&Z DIAMETER RES. DESIGN STANDARDS 1-7,9,28,29,30 P & Z OR DRAC 10 VARIANCE GMQS EXEMPTION* 1-7, Additional Submission Reg. depend ADMIN., OR P & Z, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P on nature of the Exemption Request. (BASED ON ExEMPTION TYPE) & Z and CC CONDOMINIUMIZATION 1,31 ADMINISTRATIVE 2 PUD 1-7,32,33,35 CONCEPTUAL -P&Z, AND CC 20 for P&Z and CC (Submit FINAL -P& Z, AND CC Separately for Final PUD Review) LODGE PRESERVATION PUD 1-7,35 P & Z, AND CC 20 PUD AMENDMENT 1-7 ADMIN., OR P & 7, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P (BASED ON AMENDMENT TYPE) & Z and CC SPECIALLY PLANNED AREA 1-7,35 CONCEPTUAL -P&Z, AND CC 20 for P&Z and CC (Submit (SPA) FINAL- P & Z, AND CC Separately for Final SPA) AMENDMENT TO SPA 1-7 ADMIN., OR P&Z AND CC 2 for Admin., 20 for P&Z and CC (BASED ON SIGNIFICANCE OF AMENDMENT) TEMPORARY USE 1-7 ADMIN. OR CC (BASED ON 2 for Admin., 10 for City Council DURATION TIME) ACCESSORY DWELLING UNIT 1-7,9 ADMIN OR P &Z(BASED ON IF 2 for Administrative Review THE PROPOSAL MEETS REVIEW STANDARDS) REZONING 1-7 P & Z AND CC 20 DIMENSIONAL REQUIREMENTS 1-7,34 BOARD OF ADJUSTMENT 9 VARIANCE * Consult with a Planner about submittal requirements. ** A pre-application conference with a Planner should be conducted prior to submitting any land use application. Please call 920-5090 to schedule a pre-application conference. ATTACHMENT 4-CONT'D- SUBMITTAL KEY 1, Land Use Application with 12. Accurate elevations (in relation to system in the area of the proposed Applicant's name, address and telephone mean sea level) of the lowest floor, subdivision. The contents of the plat shall number, contained within a letter signed including basement, of all new or be of sufficient detail to determine by the applicant stating the name, address, substantially improved structures; a whether the proposed subdivision will and telephone number of the verification and recordation ofthe actual meet the design standards pursuant to representative authorized to act on behalf elevation in relation to mean sea level to Land Use Code Section 26.480.060(3).20. ofthe applicant, which any structure is constructed; a Subdivision GIS Data. 1 demonstration that all new construction or 2. The street address and legal substantial improvements will be 21, A landscape plan showing location, description of the parcel on which anchored to prevent flotation, collapse or size, and type of proposed landscape development is proposed to occur. lateral movement of any structure to be features. constructed or improved; a demonstration 3 A disclosure of ownership of the that the structure will have the lowest 22. A subdivision plat which meets the parcel on which development is proposed floor, including basement, elevated to at terms of this chapter, and conforms to the to occur, consisting ofa current certificate least two (2) feet above the base flood requirements of this title indicating that no from a title insurance company, or elevation, all as certified by a registered further subdivision may be granted for attorney licensed to practice in the State of professional engineer or architect. these lots nor will additional units be built Colorado, listing the names of all owners without receipt of applicable approvals of the property, and all mortgages, 13. A landscape plan that includes pursuant to this chapter and growth judgments, liens, easements, contracts and native vegetative screening of no less than management allocation pursuant to agreements affecting the parcel, and fifty (50) percent of the development as Chapter 26.470. demonstrating the owner's right to apply viewed from the rear (slope) of the parcel. for the Development Application. All vegetative screening shall be 23. Tlie precise wording of any maintained in perpetuity and shall be proposed amendment. 4. An 8 1/2" x 11" vicinity map locating replaced with the same or comparable the subject parcel within the City of material should it die. 24. Site Plan or plans drawn to a scale of Aspen. one (13 inch equals ten (10') feet or one 14. Site sections drawn by a registered (1") inch equals twenty GO') feet, 5. A site improvement survey including architect, landscape architect, or including before and "aftef' photographs topography and vegetation showing the engineer shall be submitted showing all (simulations) specifying the location of current status of the parcel certified by a existing and proposed site elements, the antennas, support structures, transmission registered land surveyor, licensed in the top of slope, and pertinent elevations buildings and/or other accessory uses, State of Colorado. (This requirement, or above sea level. access, parking, fences, signs, lighting any part thereof may be waived by the landscaped areas and all adjacent land Community Development Department if 15. Proposed elevations of the uses within one-hundred fifty (150') feet. the project is determined not to warrant a development, including any rooftop Such plans and drawings should survey document.) equipment and how it will be screened. demonstrate compliance with the Review Standards ofthis Section, 6. A site plan depicting the proposed 16. Proposed elevations of the layout and the project's physical development, including any rooftop 25. FAA and FCC Coordination. relationship to the land and it's equipment and how it will be screened. Statements regarding the regulations of surroundings. the Federal Aviation Administration 17. A sketch plan ofthe site showing (FAA) and the Federal Communications 7. A written description of the existing and proposed features which are Commission (FCC). proposal and a written explanation of relevant to the review. how a proposed development complies 26. Structural Integrity Report from a with the review standards relevant to the 18. One (1) inch equals four hundred professional engineer licensed in the development application. (400) feet scale city map showing the State of Colorado. location of the proposed subdivision, all 8. Plan with Existing and proposed adjacent lands owned by or under option 27. Evidence that an effort was made to grades at two-foot contours, with five-foot to the applicant, commonly known locate on an existing wireless intervals for grades over ten (10) percent. landmarks, and the zone district in which telecommunication services facility the proposed subdivision and adjacent site including coverage/ interference 9. Proposed elevations of the development properties are located. analysis and capacity analysis and a brief statement as to other reasons for 10. A description of proposed 19. A plat which reflects the layout of success or no success. construction techniques to be used. the lots, blocks and structures in the proposed subdivision. The plat shall 28. Neighborhood block plan at 11. A Plan with the 100-year floodplain be drawn at a scale of one (1) equals one 1"==50' (available from City Engineering line and the high water line. hundred (100) feet or larger. Architectural Department) Graphically show the front scales are not acceptable. Sheet size shall portions of all existing buildings on both be twenty-four (24) inches by thirty-six sides of the block and their setback from (36) inches. If it is necessary to place the the street in feet. Identify parking and plat on more than a one (1) sheet, an index front entry for each building and locate shall be included on the first sheet. A any accessory dwelling units along the vicinity map shall also appear on the first alley. (Continued on next page.) sheet showing the subdivision as it relates to the rest o f the city and the street Indicate whether any portions of the 35. Exterior Lighting Plan. Show the houses immediately adjacent to the location, height, type and luminous subject parcel are one story (only one intensity of each above grade fixture. living level). Estimate the site illumination as measured in foot candles and include minimum, 29. Roof Plan. maximum, and average illumination. Additionally, provide comparable 30. Photographic panorama. Show examples already in the community that elevations of all buildings on both sides of demonstrate technique, specification, and/ the block, including present condition of or light level if they exist. the subject property. Label photos and mount on a presentation board 31. A condominium subdivision exemption plat drawn with permanent ink on reproducible mylar. Sheet size shall be twenty-four (24) inches by thirty-six (36) inches with an unencumbered margin of one and one-half(1 1/2) inches on the left hand side of the sheet and a one-half (1/2) inch margin around the other three (3) sides of the sheet pursuant to Land Use Code Section 26.480-090. 32. A description and site plan of the proposed development including a statement of the objectives to be achieved by the PUD and a description of the proposed land uses, densities, natural features, traffic and pedestrian circulation, off-street parking, open space areas, infrastructure improvements, and site drainage. 33. An architectural character plan generally indicating the use, massing, scale, and orientation of the proposed buildings. 34. A written description of the variance being requested. ATTACHMENT 5 DEVELOPMENT REVIEW PROCEDURE 1. Attend pre-application conference. During this one-on-one meeting, staff will determine the review process which applies to your development proposal and will identify the materials necessary to review your application. 2. Submit Development Application. Based on your pre-application meeting, you should respond to the application package and submit the requested number of copies of the complete application and the appropriate processing fee to the Community Development Department. 3. Determination of Completeness. Within five working days of the date of your submission, staff will review the application, and will notify you in writing whether the application is complete or if additional materials are required. Please be aware that the purpose ofthe completeness review is to determine whether or not the information you have submitted is adequate to review the request, and not whether the information is sufficient to obtain approval. 4. Staff Review of Development Application. Once your application is determined to be complete, it will be reviewed by the staff for compliance with the applicable standards of the Code. During the staff review stage, the application will be referred to other agencies for comments. The Planner assigned to your case or the agency may contact you if additional information is needed or if problems are identified. A memo will be written by the staff member for signature by the Community Development Director. The memo will explain whether your application complies with the Code and willlist any conditions which should apply ifthe application is to be approved. Final approval of any Development Application which amends a recorded document, such as a plat, agreement or deed restriction, will require the applicant to prepare an amended version of that document for review and approval by staff. Staff will provide the applicant with the applicable contents for the revised plat, while the City Attorney is normally in charge of the form for recorded agreements and deed restrictions. We suggest that you not go to the trouble or expense of preparing these documents until the staff has determined that your application is eligible for the requested amendment or exemption. 5. Board Review of Application. If a public hearing is required for the land use action that you are requesting, then the Planning Staff will schedule a hearing date for the application upon determination that the Application is complete. The hearing(s) will be scheduled before the appropriate reviewing board(s). The Applicant will be required to mail notice (one copy provided by the Community Development Department) to property owners within 300 feet of the subject property and post notice (sign available at the Community Development Department) of the public hearing on the site at least fifteen (15) days prior to the hearing date (please see Attachment 6 for instructions). The Planning Staff will publish notice of the hearing in the paper for land use requests that require publication. The Planning Staff will then formulate a recommendation on the land use request and draft a memo to the reviewing board(s). Staff will supply the Applicant with a copy of the Planning Staffs memo approximately 5 days prior to the hearing. The public hearing(s) will take place before the appropriate review boards. Public Hearings include a presentation by the Planning Staff, a presentation by the Applicant (optional), consideration of public comment, and the reviewing board's questions and decision. 6. Issuance of Development Order. If the land use review is approved, then the Planning Staff will issue a Development Order which allows the Applicant to proceed into Building Permit Application. 7. Receipt of Building Permit. Once you have received a copy of the signed staff approval, you may proceed to building permit review. During this time, your project will be examined for its compliance with the Uniform Building Code. It will also be checked for compliance with applicable provisions of the Land Use Regulations which were not reviewed in detail during the one step review (this might include a check of floor area ratios, setbacks, parking, open space and the like). Fees for water, sewer, parks and employee housing will be collected if due. Any document required to be recorded, such as a plat, deed restriction or agreement, will need to be reviewed and recorded before a Building Permit is submitted. ATTACHMENT 6 PUBLIC HEARING NOTICING REQUIREMENTS Three forms of notice are required by the Aspen Land Use Regulations: publication in the newspaper, posting ofthe property, and mailing to surrounding landowners. Following is a summary of the notice requirements, including identification o f who is responsible for completing the notice. 1. Publication - Publication of notice in a paper of general circulation in the City of Aspen is to be done at least fifteen (15) days prior to the hearing. The legal notice will be written by the Community Development Department and we will place the notice in the paper within the appropriate deadline. 2. Posting - Posting of a sign in a conspicuous place on the property is to be done fifteen (15) days prior to the hearing. It is the applicant's responsibility to obtain a copy of the sign from the Community Development Department, to fill it in correctly and to bring proof to the hearing that posting took place (use attached affidavit). 3. Mailing - Mailing of notice is to be made to all owners of property within 300 feet of the subject development parcel by the applicant. It is the applicant's responsibility to obtain a copy of the notice from the Community Development Department, to mail it according to the following standards, and to bring proof to the hearing that the mailing took place (use attached affidavit). Notice to mineral Estate Owner. An Applicant for surface Development shall notify affected mineral estate owners by at least thirty (30) days prior to the date scheduled for the initial public hearing on the application for development. The applicant shall certify that the notice has been provided to the mineral estate owners. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of public hearing. -, f EXISTING CONDITIONS/TOPOGRAPHY MAP PORTION OF PARK A-BURLINGAME AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION -SECOND AMENDMENT BEING SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. PROPERTY DESCRIPTION CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. PARKA SHEET 2 OF 2 BURLINGAME AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION-SECOND AMENDMENT, , according to the Plat thereof filed in Book 102 at Page 69 of the Pitkin County, Colorado records. ' City of Aspen %1.1.l '/th# 8 , I.3024"AREA/NLET \ ~ d", 9, ~ County of Pitkin INVOUT 12Â· = 7793.99' 1 14 *GA 1 %\it'' C /4 4 5 'Pr/. 0 RfM = 7809.07'Â« ~ ihi Â£ 4 Stateot Colorado ' NOTES.- ---5-0Â·3404/ 4 BUSTORMMH 14 00,4Â·_'Â·,' , >4 J3ll X 2' AREA INLk' EÂ» Nâ€¢ 7807 52' ' , :1 11 ~~ . L 1 4 -= 707 /NVIN12Â·04'~77020 - -1~,~,*f JÂ¢'~ . /N'. 2Â·-7802- 4.- . t,[r-1 - 4 ' , 1 04,17.. 2009 2014 1) Date of Survey February 6, 20, 2015. Other field information from SE surveys of iNv-12Â·0)â€¢7801 1 iNVOL, 17= 7802.51' '% 250%Â·52.Â· 34%*Â¢ \ 1 : alt<) , W 21 Date of Preparation-February-March, 2015, Finalized March 8, 2016. \ - 0 -- .1-*tr UEA INLET . MAR 01~'tb RiMâ€¢7798.70' INV IN 4- ~ 7794.75' < - 241* 4, i - 3) Basis of Elevations. The 2009 Marcin Engineering Clt, of Aspen Control Map, being / 3 ASÂ·SU TSMH , - ~,d #A/ our UÂ·- 7793.20' - . Â·'~:~;~4~...~1 , based on an elevation of 7720.88' (NAVD 1988) on the NGS Statton "S-159'. This 1 / 4% /-\ ~41 ~ 2 2 - IM=7 5.58' established a site benchmark elevation of 7799.74Â· on a found Brass Disk marked, LS. iNV IN i =7795.14 .< ,- - -jipgft# C.po,: zf Â· 9941 ,,Â·Â·Â·><2% 4,00 'F U /P,VOUT )=n94.86'~ --~49$121 % Z Ki7 **v ,;:9 / I #28643 being northwesterly of the Bus Stop building, as shown - - ..4300(BALL/ s . / ..-7780 3'*28= *13\M & 6.1,& < Â·, 044 - ./ 525- 20' 41"E 4) Contour Interval: One (1) Foot. 0%=f:%*I ":\ \\ \ 5 TEMPCH~CING < .ABOY Dr~SPEN sorne pertinent features may not have been visible to be located. 42.24' 0024 olD 2016 5) At the time of the 5.rvey there was approximately 1'-2' of snow on the ground-so T ly Mi T ~ 6) Th e utilities as shown, are based on survey field kcation from 2009 through January . /.0 535-09'29"E -,409!*47 2015. Some utilities may have have been re-routed and/or relocated since the initial \ . ./. 18-= 7 7 1 \ t \ \ L 'r<'Â»6Â«.7 - r\UÂ£ A field location and should be verified prior to any excavation. I . - 10 43.07' \ / 4 *4 7} No Title Commitment or Policy was used in the preparation of this survey. 1 43.07' 535'09'29"E \ A'Ic...... SOURCE DOCUMENTS: /Â· AS Curve Table / .1 . PLAT-BURUNGAME RANCH AFFORDABLE HOUSING, FIL]NG No 1 FINAL SUBDIVISION PLAT. + 5:1.V 4 ... Curve# length Radius Tangent Della Chord Direction Chord â€¢ DOCUMENT--ORDINANCE No. 22(SERIES 2011)-RECEPTION No. 583320, 5705' 42850' 1857' 7'37'41 51.3~31'04:~Â£ 57.01' t. ALL OF THE PITKIN COUNTY, COLORADO RECORDS. 125.17' 192.50' 64.89' 3.15'. F,10*02'57~E 122.98 *2 C13 25.53' 20.00 14.. 73*07'47- ...'16/W 23.83' \ / // 3,767% AL-4006Au ' 520' 30' 327 C,4 21.66' 273.. 10 84' 4'32'46~ N43~36'56* 21 66' SURVEYOR'S STATEMENT /â€¢unt./.1 - .\ C15 52.14' 277.. 26 15' ,Â·45'56- N.15Â·54'28.W 32.06' \ Asguar--1 '11.32 A,Â·' 2*/ \1 \ 1, Mark S. Beckler, do hereby state that this survey was prepared by Sopris Engineering 50.20 I : I$.32'. 1 ''h 6 & 7223 I -77951-14>.~ 06 2049' 206.69' 1025 5'*1'43' 548~27~OrE . 48' - LLC for the City*~p,yearks Department, and that itis true and correct to the best 1 \ datid..1 .INv.*27*.96' .7 f k /- f Â«3~ 1 128059 100000' ;402Â· ; 36'25 m .Â· 25~W 2805 -.INVOUre"7793.68' ~#$ ~.- ~.~'Â·â€¢~~~~ 9~* :~h . -,3'DOUBLECURB#V~fr '0. ./. Â¢144\< 2 2\* 4 1 -/Â·5 1 L.. -ir'Uy., #.Afl= 7799 32 / 4.43 flf* e : 4.t , *24.~1#Aft4@WLÂ·,â„¢9.E - 01*CRYFFI.liej a ..24 40.00' 5628' 10'11'58" 565'07'45/ 65. pwMAWUMUVVÂ¢A INV OUT 15 = 7796Â·15' 1 PARK A Mirk 5 -*Gl*[3. No 28843~14 /47.43/2 6 1 %311~4\ ' V 8 4 4467 . 527'4119"E B10 i/ 22643 j 20 - k I 1 . : W 'V i . 9. ..L ' ARK 6Â¢4: --,cx:. 8/ / ~p-, 4%/~ 0.965 Arrest ~ 1 957**2=4 AdÂ·Â·.Â·Â·Â·Â·'- M /1 â€¢ ..I 17.40' ..4... ... & \ . 41 .~ 1 ''/ I ~. >e- b.4/VIN?N 7791/'Â® 4 4%21 4, 4 , . 4.2/ 4,â€¢/4/4,; 1 11% Â·4 1 \\ <Alâ€¢17'251v 421 4~ . ~ ~ SEE PAGE 1-FOR PARr~auOdedD~~~~/1-i'.7: 4, 29: F <':: m.4 .4, ..'..f L ~~Ae-f" ~ ~ kh..,Â»-1 1. . &,1, ~* | ~1 3-3O5ToRIMICâ€¢Â·31â‚¬Conc., f: 1 :#4 .2 , '4* Pr ~\4,1 18&4%6 342,~4 4l re,EDim;fle(Â©3*--Â·Â·Â·,~ \ \ INVOUTâ€ž.7790.34'\1 -4 INVOLITNET~89Â·55: y -OUTFAit \ 1 ~ / 542' 16'16"W' . f ' '~ M . C -t .44 \ iNV OUT 24~ Rep. 7789.83' ~ :6 i BUS TURN 3.92' - N: 1 y Â·\4 ,/ i un.,Â£/cul J-% I. 4 C. 0 4 to \2 A /7-L, 43'i 90., T 0- r T--A I. STORM MI (4' Sh. tong& - - 3 BmNC}lOPENÂ·~ACE -r .%. 3 - RIM =7799.44' f \ 4*F..9. < 4 A ;0? Ty)*j 1 INV IN 13'., 7794.75 441% \. 4 .7794.56' \ ;-3/2'13'VALLEr#ViEr~a, ~~'jA ,%12' h.h. --- '- - / BE 00 M / 1 \ .1% \ ,Â·Â·> I .0 4. , 7793/7 Ul '1 / ~ GRAPHIC SCALE ~ ~ 0.1 1 1- 1 0 ' 1% % .ij V 7--- I .- NNV OUT 24- = 7791 ~31 L---,N/Zptu. 1 --1 L\ - / \ * ' 0 20 0 10 10 .0 y Â·14. ./ 4.12'47 , ) 7- -DOUWER STOCXPILE \ P *Â·13\ m 1 j . 'iÂ£ 4 4 'i./ . AJA h / :4 KRULTS-H, 14 . .. ( IN FEET ) fB 8 79 1 1/. Â»as 1 Â» , 649. f i ' hi f 1 inch = 20 ft. 49 4 ' %*04. jr: -IN=7792.. \- ' /17 124<4. i '00. j 1 : , Â» 4 , \* '23'22'W 3. h 1-3U 2 'INLET ' 1 %21 WUm m , 1 -' ~43.8&' ~ / 0 /6 \ \ - /32640 -44 ;. I \ \ / ick - 0 2 ) 0 , 8020.40 41. 46 \\J ./ M -" / . tÂ«Â«/ 6 4/00 /3 le I .<pe '/ , r \ -I .' I ...e IIi 1 ,~; 9 J 3- ?2 / /9 1/% \ .49 93. UNK f 1 H.Fl NN 1 ,\ 5@5'15*48Â·E BOUNDARY LINE RED 8UTTE OPEN SPACE UNVOUT.:U#. ' \ / 246 37'm OUT=7782 73' -h\ 18'~ RCI 0.514 Acre~ ~ 549' 28 29'W / V \ / /\ 6 *p . f \ 1 4 0 1%;tr + ' 0.15' 244 '\ ..A' I 161> 7% M / 7\ \ ' \ 2 ,~ . \I -/ R . fl~ 9 4+\ 4, 2 - ---~4*: CUNDOM#djUM 5rh 5UPPLfMENT / / . vÂ·/ L \\\\ '' 1.44. ..0 \ 1 1 â‚¬ 1.~ 4 r. 4% 1 I Â»-7,01: r.Â· 4.4 X 01 /9 / ~ LOT7 . 7. 4,1 L /1 I.-i/ : *j< ~~Â·. 'Ar"'.1 :24 L 1 0%\ 1 t, 11. 16% a - 49 #~ * a, STMN RIM â€¢m194' N'.* t:,am * / \ ~ 18-Rcps.INV./p,=7788.14' ;CÂ·K-' 1 1 '4 '. r.\ 4, ' , 1 1 7 ' 18~ ReP Â£ INV OUTâ€ž7784.140 'Â·4 \ \ %. 4. N // N ' \ i IN Ar \ f.c '.rÂ·.04 , 9 \\ 0 \ \ N AN 09 Â· \I , 1 .5 8uk.suu t - - ..Â·- r \ \A L 11 1. 16 \ 4. AÂ· 1 \ .1 \ . -1 I GENERAL UTILITY NOTES: N \ 4 #NviNâ€¢7795.45 .76 \ \ ' 0 RUM,7805.65' 9 06 1 "Vour.~795.9 \ f /11 \'. 1\1 \ 1. The locations of underground utilities have been plotted based on utilily maps, 1 \ ./10%.0. / construction/dalgn plans, other Information provided by IrtH,ty companies and actual , 1 14 SOPRIS ENGINEERING - LLC P 1 + - 4. ..1 field locations in some instances. These utilities. as shown. may not represent actual \ x \ ~ - ., 2.fil % 1 :iÂ©~:,Ictil:=:52'ie, Pa~~h,foo~nred,uwa~~ontact all utjlity \ \ CIVIL CONSULTANTS ~ ~~ ' ~.< /6/5 / 502 MAIN STREET, SUITE A3 Â» , 4.. 4 Â»% 4 3 r N~ICE -CORDI<=00.--='se-*ww -' . 1 * 4 2 ' 1, i Ac-nol ./0 UPO~ ANÂ¥ 0[FEcr IN TH/ vEr v,Tâ„¢il THREE YEARS CARBONDALE, COLORADO 81623 , 42~ ~'* AFTER YOU FINSr DÂ¢SCOVER SUCI DEFECT. UNNO EVENT MAY ANY ACTION ~ ~ KM. ' \24 ; / BASED UPON Al,n' DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN / 1 1 ' K YEA. FROM THE DA-T Of CERTIFICAnoN SHOv~HEREON (970) 704-0311 SOPRISENG@SOPRISENG.COM ~ 3/3/2016 15C43 R G UÂ©15\â€¢.504%~bRVEÂ¥~,Npy D~.\15041Based~g 428.4 70,9-- I li A-_7765- SEE SHEET Cl 05 SEE SHEET Cl 03 \4\ ~--2-1---301.--7-14-5-4*4- 2*49323*31% 4 L~/*HA . EXISTINGBUILDING -' ~ ,4k-~-// -Fy->4~~ 2*~ 1~ r TYPICAL) - // ~ -~ ~ - - , - ' /3- z. - -- -27 (*-*--- - 6 __ _ \Itt, 1 - 14. -r . -- , 0121 24 f.i)42*5/gLzkg:jg 1 1 9 A \ t. , 1 1 14'K RUCT S.AL' r : MINING STOCK :Ult...1 .r- G - 1-1 . 1.2 4.-1 5 / AW /11 -4'~ Ori'i>AlifCKE ROAD PAVINGÂ· 08,- M - 3/- 4 . 1~4~482.j~Z~#~L%2* '- 13:DRAINT kÂ©-1 N#z--9-'1*0Â«1 1 1 EW -,wr 5 DEPTH 0 0 BOTTOM O F /3 9 13, 352-/- L - _-------7 -DTHANDâ€¢ 1 SIDESLOPES 00 PARKWAY ,/'' berto.\-~' ,-j,~~CLASS'ABC ~YpicALA - 4~47 \\\ ~ ~ ,57'vc- .3 -pi ICHBPOVERroFÂ·CDOÂ¥ . <us '4/F-M iÂ»Â·09.-Â»Â·-Â·--Â·=-CEA~~Lr- EL[~ **(1)4 lk# RACRUILI{lit_ 2, -f". 14%*)52? ME DR~IN ... ' -. Et tÂ¢/31141- li 42 4 V. / /21Â«/73Â»-S . e I f - - I A _*re' 1805 29tb Street - P. I ../. 1 I ~' ~~~~ ./~~'I~'~<33<r -G~~~~~|~~A~D~*~ _\1~~0%, - -Ul. '42 ' >1Â« 0) ' , , 1 r~ 7 0 , 01 < - \ - PR-4*4*k.* Lqj4p77 ' - - F 'nr\. - , \0 h %0~n 1496'11 IcoN.or TO C .VE 4 90 Suite 2054 -I' I - b,r~ 4 0 Boulder, Colorado 80301 - 64.UD 81.00 5. , I , 007 ochoa' , apl*:2 -1. r . I 00,3 \:\ :Â«0421714=0-012=72-L- ~~ SHEET -80~F~=~78 5 0~ ----~ // - - -6 -4- , - i:,fiER- -~=3-31.4-35Â° x, I li i '' -tir 00 31 15, 41 - -g_ = r , phone 303 449 8900 il V. (NZ':Wts:2i. 1 44. 0-4;=Â£2=Â»,o .~. - ---- FFT=78 33' - r 4.14 . . / 0413 11 - 1 zi - 5 7 00*050 I \ on INST~LLONSITUDINALF â€¢ ~,~'~)p'~ ' 1190 -el --an~ % \ I , .1 .. -,- .0~ ~~t~- =8 lu, 3./ ' 1 --IJ' . 1 \ ./ 1/9-4883'Ii-It~ - -.- .1, 1 - \ 4/6 \*- , I 43 6 A \(TYPICAL RE ARCH) . / CONS+RUCIflpl JOINT Al~ - Â¥940 -1 -3 Ue-Y, 0 - 4 : - 0 - ~Â·- I k'36~ - * ./ to / ,,, I '4 /\ X. . \ a /17 , \--Ar - :- *'ll, MM- 0156 --- A- - --, . /- 7/ . 'F, -%Â». 0 Z. 1. *AssBABCit-YPICAL) ~ EN*u~- -i;CLL -0- -- -_-_ . - . 1 (-N / v--I 939-=Fâ‚¬7802 2 r f. to 92 AA _61 _--16 + 9132Â» _ .-- , /+ . ...0- u /,3 jk'i & - CORPQRT -==1.--- - 3-OLI - 1---- LU ,/ - 73.Â» . . 1-0-"t~ 94 \03 9 6 1 I V - 4 0- - Bow=.0 U,e'i .- / : BOZ W .... NÂ¥02.2 / , / , \ \ ---, ///71 02 '---4 \" . 1, >1261~ 1 -, 6 -F .0,6400+ . - THE CITY OF ASPEN - 2 -1 ,% i 10-301 13.--- ,.. . #.32%Â», - O / / _la.41 ''i i ./ 4 : '' EXIS~'I~I:~I:I'll'.,WI' 26 .-&q.V--j{- I .......~'~Ig / ::V:-7.zittl 111 0 > - 7 , 'CP . 2,/(V'$-'mi.< : SIDEWALK AND PAN TO LIMITS SHOW*!1 ' ~ ~ ~ A \ / 12{Uklf .*... 1/.-]P 45 -*/9-E i., 1 1 ~ N h - - REPLACE TOMATIN,EXISTING/ Fl, 0 CONCRETE SLAB TO / / / \ 104 \/ / C ,--/ ,~~ k b li LIMITS SHOWN/7 \ I 4 / \ r \ =E I ' ,1z0-m. 36 ".* _~ ; -\ 1.~ 780Q -- ALPINE 1 PAVEMENT SE=el AND GR,1957' \. ///04 /4// \7 +Elch tx 31 /20-31}... ,- 1 -- t / Ak .1 ~ ~ -- -, \ i *.Â£/ m..5 .- I>'3 - -4 I '*Lai.44 , t. .Py - IN 07/XÂ«/.. X.=trn/, /N,/0//72$33:- 1*1. w---s-2,3hg -L--Ar-Fillk- 4 ---re----- ~ --- _ - iOW=96 0 63-42.,C-, ----69.--: _, .p--Â«- *----- t -./7.- 5- - 4 - â‚¬10 8 *' )Ane-4.. . ~/- U--/m-* - -- -/4 - -- ,\ 29 \ ray; .â€ž'>2322~9\ Â·/V//;4/~/,Â·t~~~2~,2 -~L-----~~ -1.2>ZEZ~ZE>-S- x__-Â·.-bvEZI- _.-_I___-=7---7-~ ENGINEERING INC. I Â«47 . 9 7 f // ~~-~-~1-:4-fit--2>~4 ,~tt hdr=01%thX~~~~_ ...,' - OW-89 I - M--i- .<1---<1-6.. -EDWARDS BUSINESS CENTER INST.-Le-Mi.0 A /< 4 7 - -To.p- - 1 \- 34510 USHIGHMY' UNITA9 / CONSTRUC-thD0~2 4 ihilfg<- .M *--153-wilj<~(,.2-1,&2,1 14,<~'//2/ 1,<~<*. ~~~~fmri~:.-1.1-1'~- - ~ -- ------- / 11 /. I - PO BOX 97, EDWARDS CO 81632 -1 - - ---- .PH (970)926-33'3 â€¢ Fl {9'DI 926Â·3390 â€¢ CONNECT]ON TO EXISTING * - - --- . -M-~ /, C W -1 11 1 \1 k * ~,(DETAIL~SHIEETC501) / m /1 ' 4 / / Ch/~ -.A-- - -Â·- 1- .L-,-,Dz/P~~~~~~~ 1/ 3.L 2-9 - - \- _PÂ·,OPPEED /RK BOUNDARY~-2-ZE.. - : . 44< 51%-4.443. 118(#34/: . -- - C_ _- - 4IYPICAL, i. 2 2-~22 ZE J g / 4 1 INSTALL S-ORM SEWER- - __ e. / C U - - -- -1- - -- - 1111) Dll ' , 1 <. - -/2.1.:I Ur-fs-a,04.2 =729441,-zSVzA:Jite:c;~~p ~' 4494/ . z . -1 0-2-22 1-_ 2---1- - -I---- < * Dll \\ \-- 1 \1 .CÂ« / i \ O , INSTALL 4 0ECLASS 6 RQAD BASE F=04 - ~ ~ _ _ ~ ~ ~ -_ ... - - .. s- - _ _ -- CO <- 'h / '===-2----**A-' 'r' 1 J =* Â·tr _ _ ~_ ~_ --- - ' , POND ACCESS ROAD ADJACENT Td~ , , PUMP HOUSE Wrn,1 WET WELL - - - _ ~ ~ 1 M~T::',~~~.%&44.WAI~I&~ ~~, ./bips<'bel . 4 5.4MN kil44 . -- ,/-411 ' Uir'/ .h4'*,/ - --rSil~,1 *\ #.1 . 1 , ' IREL ARell MECH SmUCTUBAL - - -- 4 / U f 151111 , AIRRIGATIO~[LAN --- -I-7 - - - /04 k , e 00, -5,)7~ _ - _ - /fr- , '.'.1 d - / )Â£8\ '/ A Â· \ 0 ' b ~ ~,~ ,e:- airEd / 21!11 i -re/4 971 11 / / /7 1 1 . 4/ ..\ I j . .// I go*/%Â·WIDE'GRAVEL BEN(7~ 1 />Â·~*DJACENCTO*XIST SIDEWA1 KBOR 14 #m - .....Z'i.' ' ...'ll.... Â¥w y 1 fk : 9 , - -- - I ------ ---- 1 - -- / - 4 ~--~5- POND MAIi,TENANCE tptESS dll Â»â‚¬ i 1 / . '1\wA - I : P.. 5 ,~~Â«41*49/4 0/ ./.ar j , C /.'llir i\,, I ",,,.'c po'.7'INFR..TES - -- -1 --- CE I.'- 1 ' .. I I 1,11%/" 1 . . 2 EIvER&~ATER]ALSHALLBEOFAMIN OF 18 DEPTHOF SCREENED ONSI-ECLEAN .1 ,' ' w--*6'-Is,441 : . 1.7 / 1 -1- AL-Â£-L // i *./ F- , ,;\ ti till 1 111 11 1 III -~ /'MILL TOP 2- 70 CENTERLINE INSTALL Â¢ *1 - x54 CURB ADIOGUUERAI~DIVER,A,2 # . , To/40.0 ... :4>/Â·79Â¤44'/ i,r. ,/tEEHEET C& ./629Â»,11 4 , ,'~ 3 COVERMATERIALANDLIAERSHALL/PROTECTEDDURINGREMOVALDFSEDIMENT ..7 14>22:%2296:. //2 6/0.,~ir~ .01 ~ -10 4/ / 1 4 AN UNDERLAYMENT OF A FIRESTINE GE'TEXT]LE S.ALL BE PROVIDED B 90+0 . M ' 1 ,FORPOND'~, 7< /0 'l A 1 1, ,~~|/~;'' /, ') 1 USE FIRESTONE EPDM 45 MIL â„¢ICKNESS GEOMEMBIWNE LINER. O A M...Â¥ 1, t 11 f *L f + 1 1,1,1 IRESTONE GEOTEXTILE PROTECTION MATERIAL MUST BEAPPROVED BYO 4 HPGEOTECHANDTHEFIRESTONETECHNICALREPRESENTATIVE 1 ,-60 ~ , z , AND MAINTENANCE OPERATIONS z V' - _-0 *:,k . / .INSTALLPOND I I ~il 5 A FIRESTONE TRAINED INSTALLER SHALL INSTALL POND LINER SYSTEM LU 6 CONTRACTOR SHALL TAKE NECESSARY MEASURES TO INSURE FIRESTONE %== i7 ./,Ake .t~ -~ 4%1*~~341*L%~,~/ 40- 4341' 39%~~-2:~ ' --'-1 iÂ«35*1791;15 PROVIDES WARRANTY TO OWNER [1- Ir. 2.1,4/ ..b / a 7 CONTRACTOR SHALL ADHERE TO ALL. MANUFACTURER RECOMMENDATIONS AND .Â·,4 4 -#~2r 59-- -41~Â«02<, 74>/14* ../.: SHALL INSTALL LINER SYSTEM PER THEIR TECHNICAL SPECIFICATIONS GUIDELINES 00 AND INSTALLA'IN G'!DE ~ 25' ~ 3 #si,~%' ''91 '' %63* 14--de.7 V L- ,--0 75/ i / 3,1.-ri: 97 71. B V , 1.-r? 8 POND LINER SYSTEM REQUIRES REGUtAR INSPECTIONS TO DETECT ANY PROBLEMS 3:'// 0 THAT MAY OCCUR / fl -ys.rr' /df<54't y,tri'li. '6*-*aa.....-rE \ l=1Â»Â·IJÂ»5:501 4443 , eck.* 44-. 1-- f .< tpUJ Wij\ 4/=*%%%-.41/ 4 $2- ,.%4*. , ' g CO~RACTORTOOVEREXCAVATELL~NPLACEDANDUNSUITABLE~lATERIALAS \- 59, SCREENED ONSITE SCREENED MATERIAL COMPACTED TO 9596 STANDARD PROCTOR RECOMMENDED BY GEOTECHNICAL ENGINEER. PLACE BACK A MINIMUM OF 12 OF / i ~Â»',sÂ· f / / '=Â· .b*.:>Â·:Â·*iLIL:&~~._ DENSITY NEAR 2~. OF OPTIMUM MOIST[RE CONTENT , ' :i F' F , râ‚¬,4434. 2* ..q 1 2.4. 2.,- r 7 --= - A , i. : ' r.--C- --- - 9- : 13 & *33 1 ~ 4 / ' Â»23>ttr,4*:.g- -40<i.4-rrt,<3 ....IL-- -a Â«04Â·Â·* ;97Â»~'5~fift, - , i- 1 ./ - .i ill - )--207. y' irte'c' .$ --- --1- 0 "\ 9 / I + 0, /4 A/ 1 - I %,6,13% , / --- -M -Nex,2--RUZ<<4KBIA#~L 1---1 **h*k . ~ -~~5 -4,/ - â€ž7 I ,11' /,1~ /.1 ~,Â£1____.pl~*~~/~//-2 -zz-.7~9Â£23=:=yÂ·~~2 -- C REVISED PARKING AREAS WAI-'S & - PON' 216 LOCATED ON AN AREA THAT WAS USED FOR DISPOSAL 4-; 01 5 ACCESSIBLE ROUTES FOR ADA COMPLIANCE 1,/1 1 1.13r/ , 91 - AND UNSUITABLE MATERIAL PLACE SELECT FILL MATERIAL PER / PAN & MOVED LOW POINT OUT OF WHEEL j CONSTRUCTION REMOVE EXISTING BOULDERS MAN PLACED FILL .-1 410 i ./ // . ' C R.viSED PARKING AREAS TO ADD CONCRETE j OF BOULDERS AND UNSUITABLE MATERIAL FROM PHASE 1 _.1 r.4 U GEOTECHNICAL SPECIFICATIONS l PATI ADDED BOULDER WALL DRAINS / - -9â‚¬LL $ i di... c /1 1 , DO NOT GRADE OR ENCROACH ON-0 PROJ NO 80900300 - 1' .-} .*940 J , - 6, 1 J 11,60? :- , 9 04,/1,0/ \ . ' ADJOINING OPEN SPACE PROPERTY SOW=925 ~ \ REMOVALANDRELICATIONOF ~ _ CHECKED GLB ~- ~EQUATEVER'TteALCLE,A \ CONTRACTOR TO COORDINATE 1-Ii- li~ DRAWN JEC INLET ' - \ MIH HOLI ONISENSIT FOR ~ DOWN OVER 3 + .c,41:F~T i. i GRADE TO DRAIN TO 1 1 1 ' . ~ - L EXISTING OVERHEAD ELECTRIC POLES - - - - APPROVED KAK al 77#*A X h i r , .' DUR]NG CONSTRUCTION TO ALLOW FOR -- - 9 -0/1.2 'NesÂ¢Â«- 1/ CONSTRUCTION AND PROVIDE . TA97" -IL / ti , I| )-s(TYpic~w DATE 08/31/2012 1-' Â·Â·70% 3-- 77TJA- , CE. OFILASS 6 ROAD BASE FOR s wc-PROX)/- /1 - \\ // /51, 2, 4 , /t/,// / THE POND ACCESS ROAD AT 12 WIDTH REVISIONS 02-15-2013 AD-03 COMPACTTO95%5PD -\ --- 88Â£Â£ - - ~-_wr # 1.=:. * PJTKIN COUNTY , 22 Â» , 8 - (OPEN SPACE) '.56' 2,'~ ' 1 , ' >N Qu;,w = Â© OZ ARCHITECTURE , 11 ...... , 4 . \ /',2*,' ,.2' '#. ' . U I 1 '8 - 1 \1 , ., 1/ ) X-K .<p ffef#43*V . I, GRAPHIC SCALE BURLINGAME RANCH 0 20 40 80 6 \ ISSUED FOR FINAL PUD '141 . | ~ NOT FOR CONSTRUCTION g fl= St ~--95-1/*i -- -6233Rt F#:23.. , , 1 11,\ ALL WORK PERFORMED SHALL SCALE 1'= 20 Modifications to these plans \ /-/ 0 \ I CONFORM TO THE COA do not require PUD ) I 1, l t jltt i ',Â·,, , , i'/,,r STANDARDS FOR WORK IN THE Building Perm,t approval --- - i RO n -l "CONSTRUCTION & EXCAVATION modification, but will require ' 1 -au,Emt#?23*IÂ»~ - PUBLIC RIGHTS-OF-WAY" SITE GRADING PLAN 1 9 0 REFER TO 02 SERIES SHEETS FOR PAEPCKE - 1 ).......:Ber,~--i'.i.41 , SCALE 1.=20' ROAD FINISHED GRADE PROFILES, U 4\?I4â‚¬1:..7/...MLW..:.T10M RETURN PROFILES AND SIGNAGE AND ~'~4f' ~~~9 ~'9~/>f~~~f' 19&-2/ Â«/91\ 4.- 41 ->--C -:--r- -Â»ftÂ»ffliff-*-- TYPICAL SECTIONS GEOMETRY, CURB SHEET NUMBER jALL-- B, STRIPING PLANS j ,/ , , ////ffit/ff ' / vi , i--TT~, f- _- -----7.--<~~~-* -,0.2 2~ ~//~/~/~~/~~;~~ f~ i SHEET INDEX MAP - SCALE 1 '=500' Cl.02 1 449- 4. 9 3/1 4% P -69Â£4 HONÂ¥8 3IAIÂ¥9NllhIAEI P,COA,0001*WAGÂ·ROAOIR~OING,~ 2,18,20131~518~r Bra(]K. /''I' ' ------ hjF '-1 - .\ A Â»fl: -1-i[-/ f j 1-03-3Â» fÂ«-'.-74/- .0(,c<.1--I :( Y.:Â®1 / .7 --- AM~VA:* ~ \\ / TOW 26\ (~r~ \ BOW= / \1 020 --' u_=~_==__~14 '-' ".~07'~4J~ -'7-426-9--i-/6/~-4----=~ I ~ ~~ Â· ~ ~ ~~~ ~~~ 2-ts=>=ets ...7 I \ ' 4/ r \ Y- -) S 79 1 ' I. i -3. :4 F *4 -Duct b A \ 'gÂ«. 9/ \ - / 1. ' 0/ / 8 0. I '0 -it , Â·%& 1-a 1 ... m I '<-' *---i 11,1 -0. \ g \ .- f. , r . I # / a /6 / 4 INSTAd $ DIA. ~-- MANHOLE 11 /1 4 \ C\ 4 + I 49 b -4. I I. I i . -- ' ; Ii...~ I '.4 . 4 I I . , / 1 \: 1 - ARCHITECTURE / /...... ' 1 6= SEE SHEET (5 A14 G \bl \ . /0 . Af \ I RIM-*795 6 _ ....7/ - ----- Ar, 1./ i.\ $-/7--il --- f'-1/2 \ .~-- I / A 4 / INV bcâ€¢#M te ' t haa L .4 1 SEE REbEE PLANS FOR PROFitÂ£4 ___,~f 344- Â·JUR &1UG PYPE, ELECTRIC ACTU~JED, - l 92:-- Suite 2054 14 1805 29th Street \ \ 1, r OF <POND SUPPLY UNE ; \ SINGLE POSITION, -BUTIERFLY VALVE. REFEREN :. 1 , I I '. 1~L ./ : 64 1 ' IRRIGATION PUMP kle[]SE DRAWINGSÂ·Â·Flf Â¢Otrmel Boulder, Colorado 80301 --- 3 . I 199 VALVE AND ACTUATOR TECH ICALÂ·Â·SP CS CONTROL 9.41 CIRCUIT CONÂ·IgÂ©OR TO BMII SHOPÂ·DRAWI -34 3/ - .- - 000 ... I . , phone 303 449 8900 4 1 /6 '47 r -0 ~: 1 0 V\ . . V~. _ 11 ; h [ ' 4 . 1 4 CIRCU~y I~CrEOGIC FOR APP AL ---- 1 16 00 5. \ . 0 43 . -- .... I 1 I . \--41'i-\ 9 4.-34-1 / \4 Â·Â·â€ž. Â»~i-41 -3, -: -,C 0 1, f , h.,49 - - -\ 2: 1 4 4. HUPE B LOOP : A FLEN#. - - b ././ - - 4 I e WITH 4" %, \ I . . BOW=960 / I ./ , * I 6 4 A I 'r / a ... h , ..i V \, -- - 4 b. P V IRRIGATON MAIN REF a f ,\ ,~f 1 *4'~ A . r 1 ' g_. <Xi2 ff IRRI OH PLAN* V , 1 7, Â· ./ 1. lilli' ' A 5, Â«1 -- -~ 4 , 49 - - 92.0Â· I V- /40 1%\444 \ -I I. A /1, . 41' 1 B Itt ;.g 'f ~'00' f ' ~>~~ .2 i ,><Sqi. t:br.r.4+ ./ 47 I /;fr 4, ,F./ V ....4 * 0Â¥'.95 7'r--- .- , C ./ 'G. 0//1 . h-- ./ $*/, ~ 142-- I ./59/ -fliJXCI~_______-=-=-3~~~t~'1 2 THE CrrY OFASPEN M=7788 0- / ' .2'-â€¢' o'â€¢ 7785 0 , 'Ch - , 'b~ k - 1- 4. -% I .0 / - . ..-, iINY IN . 1.â€¢ INSTALE (21 2 PVC CON U FROM â‚¬787 0 1 , /~ / - --- , / 1/ / , 1.-t 2=NI=Zi#/1~ '4; / / , MANHOLE UMP S SWEEP UP r. J. 9 -/ A. 1: . / DUIT ALPINE 1 h.. ; A kÂ·i r,4 -1 ~ MP 5 TION 5 FROM- 0.11 y / 9, . 9 ..' 1 96525%0& 1-Alt ' AND CAP y P . ORTH WALL AN #STALL ,PEE STRINGS '82 7.2 -9 0 ,/ -B, 7 4 111 / 2 2 / /99Â¥WhAA.' i / 6 1 f. 0 , /Â»01 -0"650 %4* r INSTALL CURB STOPS ON DRAIN --i--- N , M ' lilli = ADED AREA- INDICATES -~~ I~IPATOR IN~~M=r f ~ E EPOM 4- - INSTALL (2 ' ~ JFPEP-ROLES ~T/2 1 ~ 1 1 D 3* " '\ #P ROCER..MeN.3Et-W~,P<PEÂ¥Â§Â§*. ) ' 444 ENGINEERING INC i / /1 BOX TO DRAIN. T MECH, STRUCTURAL AND IRRIGAnON - . 11 Â¢ //1 4, PENE,AnON 1Â·44 . 1 MÂ·TS OF $ / / PLANS) AND SEE DETAIL F. CS 08 - EDWARDS BUSINESS CEN TER ONER,- DETAIL ' 1 9 ; PI . . '. , r DET 2 JN~10_~~~ FOR ~ ]CAL TION>E AROUND. BOK UP TO TOP OF BOX 4. p 0 _ E SHEET IP RAP OU-FALL EMBED BOOLDERS 0508 C5.0B 4. 4 1 / p . 1 1/: ~Â» 1 ,; -Â·-Â·Â·Â«4-'~7-1-Â«ELEVA'ION 0/f'~ Â·'*~ 0 - f - â€¢ â€¢4 (SEE SHEET (5.02 DETANr:M)\\ v / /721% C / I . PR(970)92.373 â€¢ FX.(970)926 3300 â€¢ / I 1/1 ,Â« A ~~Â·._ i I SDR-35 PvCN ./ kÂ· <4Â»*r j / -I . \ >AW.. r. DRAIN (FROM 4 IRRIG) AND ,/th .1 49' -- 11-1 -1 4 1, 11/ 113 pz Ptht 4 1 - . 34510USHIGHWAYSUNITAS . - P 0 BOX 97 â€¢ ED'ARDS CO 81632 '7'0 4- I #, EXTEND 1 1 -i // 1% 2 1NTE ENsÂ¥,AnN(8IER*Fe- - -- - TO FLOOR DRAIN \ N (FROM 10 4 / 1 -- K Â»22*1 - 1 4 TO c ..U,A Â£ 1= f A PO 2-71810, USE K COPPER OR ~~ ~ f 1-- . SWALDFeR-SOPPLY UNE , _U 72- DIAM'\ I 17 PEX TUBI _- ----- 4~ a ry 1 1 ./ r N f fi?Â£?AN-) I /7 1 y . ' 0.-935 ./ *2RRRBKT STORM DISCH,~RGEâ‚¬ONES~*r -1.gil' 4 //l, 1 14 . 1 '9"'5 , ~ \tmÂ« 1 -, 1 64? (2/ 7 G g"Ah.-- *Â»9%366916 ' '87 \ .9 . Â» ' wi 01 IRR E ...3 Â» 11 2 \1 \ 7 , ... ' INBTALL --~*-- /~/, 042/.*Wv 44*LBA'~ iI,Adri 1/,1 902 INST#{1 ISOLATION, JOINT BETWEEN * - ~ / 1,1 / w/ 7 ,-: 4 _1 .,1/~ Af,// f,~5 ,../. 3 :IE-- - --i_I- A . . / 72 , ' I -- 77 pOP AND~BUILD* , - , ,~ - - - TONE *69CARONC / i 9.-1 ! : , .fl'* / I / 4 L' 91 :.0-93Â«va< 4 ' -21,425{tu t%. / 2 6' al ASOL.AlloN /// r / -9 /, f d '90 4, tl â‚¬~ Z 1 . j . , . -'L-/,4-1-1 f -/Â»-f i / : ill.,1: 9 ~' ,, - ---- -------- 3 -0-1>>n /913<: ,t ~1Â»ff-, .- + 94 trs' : < I i 7 ./ 1 <,1 -1 , - - --- --- <C / / 9,6,41\ /# 1 In' I , I -+:4Â·k.2 , Ex,l 75 . / 4 . /4 4 4 5 + 11,-1 1 2.- . I ./4 ..0 / 2 ; 1 C~~UU CgS'~~GSTOPP / U 11 1 A-vt to$ 9 / POND 2 l iNFR NOTES O . U .1 7 I.,~- 0. 4 4 1 7 -4 e : r If .rit L T - ......1 W N/ ..9 - Ar "1 ~ . ,~ *4 1*miX LDETAIL 4 (5.01) LSE FIRESTONE EPDM 45 MI. THICKNESS GEOME MBRANE UNER COVER MATERIAL SIDL!. BE OF A MilÂ·t OF 18 OEPTH OF SCREENE[ D'% SITb ---AN '; . , 1 1 ~.2 L . '~~ ' 9 .4 f 4 / 073 41,4, 1 0 6 ' 4 23â‚¬-CeÂ»$ I I . I /7 ~,-, 0 . 13 41 COVER MATERIAL AND LINER SHALL BE PROTECTED -4'kIN. ru:M.Al.Ur>5L 2 .1 11 04 . 34 , & *7 + 4 - I F,REsTONE T~NED ]NSTALLER SHAL ONSTALL Pr ID LINER SYSTEM -- -1- Al t / \ i,\ >, if SOIL WITH F{RESTONE GEoreCTILE PROTECTION r < 1,1 . ./.-0 5. 2 1:1 {,t. 11 1 W *- AN UNDERLAYMENT OF A FIESTONE GEOTÂ·EXTU SHALL SE PR01/ID * AN'll'.ENANCE OPERAIONS L 1 47/ RtguE Flt?~D LACE 4 OF CLASS 3 <0 #7/ I P ..006 ..2 /1 g..9. fÂ»ir /' / 1 4%=RE, Â« 7//1 , SER' 41 , 7 MENDATI 'GAND - - 1/ , ,<~~rr M in . , *..Fw... hykk'LV . ,:../4, 5,, 1-6~~~ PROV]DESWA.F~NTYTDOWNER. | ~ - -=L 94 Ok /,947 ODEl 2424) COMPACT CbNTRACTOR SBALL ADHERET;11 4, - r' RER RECOU P INTME 5Â£REEN /Â· ~3 #â„¢UCTURE U .\ P 1 Z 16~AKE-7779.5- 7 n.Â«96,6,>71 - - '*%!gq CUS .1<22:A ,/ 4,28&43/ % .Zugg'', 1;- . m s ~~ 0~ '11 5 /O//iUâ€¢01Â©iSHILL/NUD'AEQE'*Eq .O/12"SES-I,NE, Â· 1. A ~ ~R 95% SPD ~~ SHALL INSTALL INER SYSTEM . w. . / -* V i - Il fAL'i '7' --Ii â€¢ c .IRpLINES -1 El_ , 15/61 9 1 901 .. 44 , r I. /' WAF 020EE Dc . J. I ./ AND INSTLLATION GUIDE 1 ~ M CIO 0/.1 <f Â°Ut>,1,. /,5, f ':1:f' 1 0> f iÂ¢ :'il _'/ f f , =,4.*4*9 - 8 POND LINERSYSTEM REQUIRES RE.,1 1_.1 111:PEC~,1- 7- r r--L -.Y PROBLEMS 1 x 2.2 + 7413 THAT MAY OCCUK , J-'lt lr,f- 1>. 9 CONTRACTOR TO OVEREICAVATE ALL ' i N ZE,â€¢ AND UNSUITAAE MATERIAL AS 3 RECOMMENDED BY GED'53'CAL ENGINEhr Â·'LACE BACK AMINIMUM OF 17 OF 44/,7 s %1 [0 CREENt[ ONSITE SCREENED 1,!nITERIAL ACTED TO 95% STA DARD PROCTOR DENSI. NEAR N OF OP'FIMUM M /,cÂ·r~RE C ..N~9 I / r 940' ,-40 1 05,9 >1Â£*AP 7 :. >,1-7:. , As# 42 / Zr< . 7J i Â£-GÂ«I / . '/i 4 f . , I. ' \ /4 g , '. 4 1 . .A \ I. ' ... I.*..... I /88&0 .oupy A 10 4*4> I :9 28/ ;G,Niz' . 1 ~ ~~ ~~~~~ ~ \ / DRAWN JEC ' PROJ NO 809003.00 ... . - 61*4:-0 4 I , ' CHECKED GLB 7, . . .r / 09.- ./ I Â« /477.0~ h /47â‚¬0 1 I \&.A. %-6 ar?i . . .,ir ./ // v> ,-0.1,3Â»'9â‚¬1~ 7~ c)' tivi. 1-/1 1.(~/-2~~ 1~1v,/t ti ' v\,ox :. I , DATE 08/31/2012 'Vefuf /, ' , ' APPROVED KAK 4 5*%&131 Â·Â·., A..' \71\ 6 ./ % '.. 7788 / # 0, ,4 /,3; a \2 22~ â€ž, /71>~ '4.:/ . - - - V ' '1 . j 9 5 6-91-06: 1 -. REVISIONS 15Â·022013 A[>03 \ , I . 1,11 , 4Â»33,>< ~1.-4517 03s~-EN+~.~ : :35v~:3Â· : 425 -if :. r /1 - 1,/4 , : * . I ng*L B. A / '7'' ' '/' ,-1~tt ,., 1=. - I -I l j ' -' ' 01-/L 9 ...7 , , 31,47,9/ /0,5, f {~~3f I -- - 4 *A ./ , I t' < 45 p l , --- ..-- / M N ip* E DZ ARCHITECTURE /9 - . \3 - 49 '919? 1, 1-1 / // 6/ // V - pCS -- -;9-4 Z 0 10 20 40 1 f. . 1-%-11 :-~...ftâ‚¬14*0$4 iall>{0~'~:~,t ~'.1-.fl~s ili-3 ~I=*~A.. ~I' , ... . 1.- - .- - - GRAPHIC SCALE t, - . ./5 i.5.../..:./r'.3::5::// : * '9 447. ..- -- ---- BURLINGAMERANCH NOT FOR CONSTRUCTION ~ ISSUED FOR FINAL PUD 1 Lr, 1 JEr , '' 7792 - SCALE 1 = 10 Modifications to these plans 779~ ----3--~~ i 3-27' 4?i-E :TS<,- 0-i---f;-If -'-I{/ji.,~'' - do not require PUD modification, but will require / -----B~-----</Kw:~- - i yf ., ~*'~,ir , It,4 : : 3/J ff b '' //93 r - --- -521~1.06 ~ ~ Cl 01**i;AagnitÂ» - u -- (107 - -=2*~ik~-- Building Permit approval - ' le= 9- .Erz~Ce=â€¢56Â·.2 *867,Â¥4 1 POND 2 GRADING PLAN /' ''' ' '' '~ + 3-'\~_PE- UTIUTÂ¥ PLANS FOR ELECTRIC - -737.:-- -- f f.,4 f f. :f : I:I f ..03.- .-1-9-- I -.--11<--/% EERVICE FUNDIT TO POMPHOULE -- , 4235Â«222*9.- -:24:~tIT ---â€žrf-3.,~"ZfS SCALE 1"=20' , 4 U.i(erÂ·fo--31-' 7/DteEZPcl 03 I - 4 ' ///1 10*-94/ _1 1 ,1 1.08 r U j,Sk-*0 - ' SHEETNUMBER - / 80.-9/5 - Clo I , N \ , ' SHEET INDEX MAP - SCALE 1'=500 Cl.09 00Â¥61 ...All' w./..1-/I.Â¤N.I.A.IN... 7/1/901,3..... - . RIM= 7802 15., 4EE223315) C\< - ~ ' 1 32 Lfâ€¢â€¢PERF.- .4"J:Â· h< -<. '- I INV 477~6* E ' A. -7 85'19%EXISTING AREA - -- ... ~ Â·-- ; Â· BASE=10 9 2 -41. . CLEANQUIÂ·IN-65 58 --- ~ 114 ' -22Â«44.0.jftifue ap< ,;gE#P .,--c ~12---- , \- NEWÂ·RIMU79975'-â€ž_6 ---- INV. OUT=7794*1 2\~..4:/f64f ~1~,-i~ /,2 v.Â·. , 1'.,Â·5161.ci,-' SHLfET (3.02 ~ * rf ~''-;1.'EL~~1- - 7Â°10---Â·---j-- 5Â«3*/ . p- 1---CAU---~~~n~ 4-5,>4%tf-~23;~,4/OUT.i'fl'/64~tiriZijaijEWrIBEE)/22.3 ./. 3 - w -22 .r El /> SJ3DE 11 '-- .71 --- râ‚¬ ITzi /Â£7* 5" / ) 7L CURB INLET % 5 . .\ 3 ..~ INV IN,Â·SUJ*fIN=94.5\ 1 A-Â·y'- Â·-1.-rE*Â·67/v P >,1 13.- 5403- 4'CONC MANH:LE \ L->\-- JI, A k . ~4 /.992' . 3:â€ž V AIM=7800001 \ \ 0 \ ' t..OUT=77914Â·-) 1 - -- C |ANDÂ¥.63/..1-1-VF-Â·/ INV. OUT=7795.14 . - -_. -7804 -! - A % r=--i--0- *--* E \ Ch 8OUL[}ER 4, U ' /1 \\\ r' \1 h -t--- ARCHITECTURE \74(-425'toD' A /\ / deFUT=779~92' ,<:â‚¬0.+1, 4)J303' , . b4( .~. '.65.:Â·6A . 1â€ž ' .2, 1.---- .\ --?Fob 412* PENETRATION 1 \ ' / â€¢ -- - A *: SHEET INDEX MAP SCALE:ln=500' ." 1 4 \ \*>~ NXI~ liÂ·~~3>01~ ~ ,2 / /,/,2/4,44 j/23.24152 % 1 \ i.p .'-0~'- 'L ..1 ~ 1- 1 % \1\ ngi\- 1\ i t r.lit GENERAL NOTES:. L 't = - <9 92.25 i._an J. A , , . A -- Â· j ,Â· . 4 180529th Street . I A- Suite 2054 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO 4 RIM=91 75' DEPARâ„¢ENT OF TRANSPORTAnON M&S STANDARDS. CDOT / \\. Â£ 1. 7 7 * F# /Rd:dVE EXISTING ST.4 J~\eASEa910 / 'b?#0 -2-'1't;&~ .1 ... .1rl~-nÂ·*"~~~B-1-t- ..----Â· ,-73.-- Boulder Colorado 80301 \/ seNG(ftpK/ / th. u/ . -_ phone 303.449.8900 STANDARD SPECIFICA-n ONS, OR ARE INCLUDED ON THE DETAIL Â»'\ 1. \\\.../ PkE~~t,*00'EL j '.=t-IM..=.94.0.4-, 3- - :8'M SHEETS. . 1/ 2. STORM SEWER ELEVAnONS SHOWN ARE AT PIPE INVERT UNLESS 2/\ .1 :1'.y <8 L~417 : /: /fib- {3 .Â«1403<~70''I>4 --:i 1//â‚¬40 5-z : -Â·/ r A'\ -, -1 J OTHERWISE SPECIFIED. 3. ALL HDPE STORM PIPE GREATER THAN 8 TO BE ADS N-12-HP /L;. ).4 .. ,. . - ,:<.1;~,<'--~-Â·"r-z-%.Il-@ch>Â·.0~-2.--7< - -- --f~EN - Lt,EIL-71.-~=11- SMOOTH INTERIOR WALL PIPE. 4" SUBDRAIN PIPE TO BE SDR 35 PVCC UNLESS OTHERWISE NOTED. ; 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG .. %Â·i / .4.*A;,/ 1 1 /4 ' f#f' ~~2- 2/~/4 :.1 - i.,21.-2.9.--:to .(- 34.U~32 - 0/1---f --67~151f-~. ..w \ U;5 02,1 RENETRATION ~._------ _ -- THE CENTERUNE OF PIPE FROM INSIDE FACE OF INLET (OR ki; - ' M*- 4,I 12 IITFIa h g. 2 -DCABOULDENWALL ... ~. - -7- ..._'-2-,-+~--- -=- -- â€¢ _, MIN LENGTHap X -~ Â· A - MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). NJUÂ·EXIST.2,<2'INLET-," 21/,b., // '/ \ ':.,rf' 06 ,Â£-32IL---*Â·Â·----1kl_. ' . ..Â·< , J ~R' 701* ---.. , Â·t JUNCEIGN BASIN.wÂ·. ;,.Â·_-.r-\1-34 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE A RIM=7791,75' _21: - --rÂ·.7 -- .- . ------- . - .--- - C., - -- MA<*76%&* 9713*1/ <3Â· 6-**WAM#rOF '~. Â·i--5 : -2- i.b Gl,IM*mgÂ·I ?s~,9... 3. INV.4.IT=7791.00'- Â·-~ : - .__ - -_.. -/- ' ....Â·Â· ---U _-3- --2->44 .-- 4-, 17~ - . // -- O 1-3'-292Â·AREA INL ----- FLARED END SECTIONS. ,\\ 1 Pm.I =7792.19Â· / I 1~1--~ ECECT~fa#lour~S) 7 > .. INV IN(4Â·PVC)â€¢778690' ~_-2 â€¢1 Â£ ' ' â€ž3235RSi2ii#k,-~~Db-.-2~---~â‚¬=::~~. 'Â·Â·.. ~Â¥4~.Â¤Â·--yu---2~ ---- ..' - -= .- -- - 6. STORM DRAINAGE FACIUT]ES NEED TO BE PERIODICALLY INSPECTED - 1 Â·' INV OUWTUBE-, i â€¢. "4 / AND MAINTAINED TO INSURE PROPER FUNCTION. â€¢ 6 :=t Â· \Â·i,Â· - Â· 4' c PLATEATENCYBE --- fOX---1 b..4, 1 .:.4- f.-:?3-: 'U: ----: '-T .i.--6.- - 2<5-3-= --- THE CITY OF ~ASPEN 7. STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. \ ~ ~ \ . IÂ·Â·. . ( UNDERDAAIN PIPE PER) STORM SEWER STATIONING CORRELATES TO THE CENTERUNE OF J \ 1 STORM SEWER PIPE AND THE CENTER OF INLET BOXES OR \ ) ~ RIM= 7795,le / 4 / MANHOLES. - 4 /7 0 1(safDErAILHCSM>~.424*MN .3/ .2 e'--~Â£/ Yu ---u. -- -- --- --- 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM \ -- - F / 1.:IGH~~,1.2,+ 1-*ff* , ~' ~ INV~12--1 f:f..c-tr~7*,I/~~~~~IL;'~11 ,0-2Â«--3--- SEWER EXCEPT WHERE NOTED. IF A CONFLICT EXISTS INSTALL 47 // /, Â«6Â« /, - -- - - 1 -J-301- 4'CONCRETE--d---- Â· -- - 1 -- --- -- SHALLOWS BELOW STORM SEWER. 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE / . b . 912 - Â·< -TUB/ , A. __,QUILEI.PER COA STANDARDS. /V ./ I \\\\\\ 7 = ,__zzaa-,\~*A Â·ir j -111- l-: 1-\L/ 1 ,650 - 9-,18' -- -F"- / â„¢ICK RIPRAP, Â·-Â·LEEL--- ENGINEERING INC. L.-IENMJAgfUNEUEIAILS B AND G, SHEET (5.05). -IJ ' ' . / l *,00*h - i -' /+% & I *510 US H GHWAY 6, UNIT Al EDWARDS BUSINESS CENTER Â«Â«/1/--f / 2- 11. PROVIDE MIN. 10 VERTICK & 3' HORIZONTAL SEPARATION BETWEEN- A..1 23;\ \ \ \ 7 /.... 6/ ./..../. r . 1 .V OUT=7781 0 f' A r. ./ .PH: (970)926Â·3373â€¢ F]t(970>926-3390â€¢ Â«JAS UNES. AND.SIRM_,SEWER AND ANY OTHER UTIUTY LINE - ' \ 2.l ' '~ ~-I; 35'8 3 - 18 OUTFALL & IJ_-I-~52- 2-inff~i~-7- -3-0- C-- 1 PO.BOX97.EDWARDS,(08~632 (12. ALL PERFORATED PVC SHALL BE CONIECH A-2000 01{ EQUAL,+014 ~ <Q ~\ ", .// FOREBAY(lfÂ·-Ilic~ : , 4 '-' . 4 ...i ~ 7 72+J i W.ri,Â· WAIN GARDENS AND , 35A81 -- - V 1 13. USE ADS N-12 HP FOR 12 DIAMETER AND LARGER STORM PIPEE. â‚¬ ~W \ 6- h / ~.' 04Â©REVEONI/Â·~ \B 2 '* t~ -1 * / 0 z / / .chal:.32&NT f / . '.~,2" : Â·z1 USE ADS N-12 WT FOR PIPES SMALLER THAN 12Â» DIAMETER. 2/. 2/ / 7 \\. , -1 ATSPILL.,a, '0/ ,> , . * . .../3 ~.,PARK:i # / \ 16'# r - , 5=E 0.49*ME.1Â£10.rx, i ' ' DP POND i ~ ' ~ 2 ~ i 35A8.3 i 4 . 1 n 2%=, h BOTTOM:,1,0,0 1-.1 /, / DRAIN / E HEADWALL ~'IEA:I :- PO4D QUICET RISEN , Ey mill.) H N kiwi;-- 4 1*- A \ 1. rve.=â€ž~:. - v 403.>t 9'=7788 50'2(31) 1 . it,v. GUTe,0'r:m- 3 U , 60'. \ '3' .1, - GRAPHIC SCALE V].V [-Â§3 S</ / . 41222.204 /4.<~13% 1 2 - t=i IN~=:~V.544-, '' -46, rg-'-C\ /-yt' 20 40 80 \ / -:--1-. 7,2.-=21* / . Â·1Â· -Â· Â· ~, 7 \ ~PINDOUTLET.ST~cruRE /7 - 1, THE FOLLOWING ELEMENTS ARE INTENDED TO BE [NCLUDED IN THE ' rOND #2 DESIGN- SCALE: r- 20 i.* ..6167 8 <65FT.... REMOVAL OF MAN PLACED, UNSUITABLE AND OVERSIZED MATERIA!-S GRADING ,-- ACCOMODATE PLACEMENT OF SELECT FILL BELOW THE L[KER, THE .. OVEREXCAVATION..POND BOTTOM SUBGRADE ELEVATION TO , Â· LIMER.AND 18â€¢OFSELECTFILLSO[LONTOPOFTHELINER â€¢060Â·â€¢c,4 --Â»rÂ·--;# 42----+r CONSTRUCTION OF PUMP STAT]ON WITH WET WELL AND RAW WATER 4 /4 #*hfkk: :27%4<21,7 .5*. .. .~~ PRen - , i? 'f'j t..!F ~~0 . ,. r,rAKE L[NE -w,Â·0 rn&;#x29% ~,4// -1-V-Jiintf-i -t-ifflff-<t->- f - -- -~ Â· POND ACCESS ROAD & RETAINING WALLS AS SHOWN UmmES AND STORM MING AS S}[OWN ON VIE PLANS PoND EMBANKMENT WITH CoRE TRENCH , 1 PROFILE J3R2 - 1319 PROFILE J3W1 - I3U PROFILE PROFILE YWHEL --------) J303-J3[)3A *Â¤ 0_ m Firpl J30 - 130 5-YR EGL 4 1 W 1 i ,- *O 44* - imillJ . 111 m 9 8,23 33 _5:9 2 *100-HGL . 428Â£-6642124_.AL>Â°' ~ b /iRF')ME 408 3 ENE : R &45% *Elah> 1:*Emg: 5 -3 m NE-- r ...g N..+ . O >.Â¢E)29.:12:1 0 /8/ 64/Loolu. 1 .:RIE 0/3 0 ... l:* 8 K# 428 3 .ok:&0 x 2"5 %*22@ >le: 4 NEO le= 2&2 -bOEZ 4ie'El -./..JI'll N -,0/ I e EU:8 - 0 EEZZ /.EZE ER ?7=0 2>> %. SPECIFICATIONS TO GOVERN THE CONSTRUCTION OF POND 2 U EISING < GROUND 7 Â· FINISH | FINISH 1 ' FINAL FINISH i ~| Preparation of Foundation for Darn - All vegetable rnatter of every description, including , _Â· -~fjn~ -._L~ _26-ROP 1 | GRADE~\ \ / -26% 11 28Â¥002]056- ~_~_ 1- 7 roots to o depth of two feet, shall be removed from the entire areo upon which the dam - -- / 2L- GRADE T----t-4 will rest, together with boggy or unstable materiols and deposited outside the toes of the 12Â·HOPE- 7790221-21-Cli~=*C~'--- .... , ... INSTALL__L -13#5~1 _T 9--1!k---7790 dam. The banks of the stream channel shall be dressed to a slope of about 1-1/2.1. f'4Fo"b 95 LF @rio 10 0512 v mT @IM Z % Â¤-- T *11 26 LFT?%%- -, - - 4- PROJ. NO, 8[900300 11-rÂ«---UL' 24Â· RCP A cutoff trench, with sloping sides and a bottom width of not less than 5 feet and depth . da of 4 feet, shall then be excovated beneath the center line of the dom the full length DArt. n.v EXISINGJ Et k UÂ»-0~99_ DRAWN: MW/HM GROUND thereof, which trench shall be refilled with the most impervious materials available. The -=" 1,64 DATUM ./. W.14 . .i%Â¥y DATUM ./7 .| C. 1- > :1 .ZE j @M I foundation of the dam shall then be lightly plowed 2- 1 WHI SWED ELECTRIC W. 77200 CHECKED: GLB/KAK -6 /661 .Z W 4/WEI .1 - lengthwise of the dicm, to provide proper contact between the foundation and the dom = 2 41 :=w 0 d EGRI c. .5~ - 1 APPROVED: KAK I X 9 UNDER STORM 4 + 01 4 embankment n Â£ Â© g DATE: 08/31/2012 - A 4 4 SEWER 0 Placing of Dam Embonkment - The materiols sholl be placed in the cutoff trench and in 0+00 400 . 1% 21 1 - e the embankment of the darn in layers not exceeding 6 inches in thickness, ofter which 0+00 0.. D+/97 0+00 0+19.01 REVISIONS: 15-02-2013 AD-03 each layer shall be thoroughly compacted by o heavily loaded disc cultivator, a corrugoted or sheep's foot roller, or the treods of o coterpillor or trucks used in the construction. During the construction period, the top of the embankment shall be maintained as a PROFILE 13U - J3D2 PROFILE 35A8.1-35A8.3 horizontal plane the full width and length thereof, and no side dumping of materials shall be permitted. The materials sholl at 011 times contain sufficient moisture to provide k PC)NI) #2 .m~Â¢4 J PFIC)FILE ....130-130 X . 45 W proper compoction. Puddling of material with water shall not be permitted. No frozen ~9 51 b ~~ Â§203# %4 moteriol or large clods or stones shall be incorporated into the dam. The upstream face CURB INLETS . v g B. RI hab h .Vap al:a Ma n of the dom shall be constructed with c slope not steeper than 1-1/2:1. and the INSTALL SILT SACKS IN ALL CURB INLETS i 4.=u*,p .-1- I Â© OZ ARCHITECTURE 9@#ff w:~C~ N /7 R 8 8; 312% *8%1 downstream face on o slope not steeper than 2: 1. The crest or top of the finished dom DUPUNG CONSTRUCTON 2 ~~ti~; tii; ~~i*- co %...........1 I GROUM- 7700 NOT FOR CONSTRUCTION shall not be less than 8 feet in width. ...5 2.28 Q D &\Belili GRADE n i <C 9&,1 2 AREA INLETS $ .BURI INGAMF RANCH The upstream two-thirds of the dom shell be constructed of the most impervious INSTALL EROSION LOG (EXCELSIOR OR : 24:=,4 (gE &...-WA E)~Sl'ING ISSUED FOR FINAL PUD materials, such as cloy loom, or a mixture of clay ond sand, and the downstream STRA~ INLET PROTECTION IN ALL I G=~~~~~~= 1|\ 4~2'05-, ~ 7- A-1/L AREA INLETS DURING CONSTRUCTION. * 5, W~.ne â€¢-- t-1[ 1 18Â·Â· Rep j --~ one-third of more pervious material, such as sand or gravel. =-â„¢704 - 2.-- - Modifications to these plans FINISH GRADE PERM-* i POS-1 7-------C-li-uc*:u.,.=_.=-~ - Â· .---- -Cr do not require PUD Provide 95% AASHTO T99 density compaction of all pond embankment fill material. NOT& (EXIST. GROUND) 3 U.1 -0~Â· 1 2.- ~~----------- FINAL FINISH I ;JII modification, but will require ALL DRAINAGE FACILIT1ES SHOULD BE 3 7800 -_- ---- Ill ~8-32 Trees ond Shrubs PERIODICALLY INSPECTED AND ~ "80 1 Building Permitapproval MAINTAINED TO PREVENT CLOGGING. 1 - 24Â·RCP i c.*.4 2./ SH=El NILE =2&-40/ =*en==1 - , EXI=ifft_- - Trees ond/or shrubs will not be allowed on any embankment, will not be allowed within DO NOT USE MULCHOR WOOD CHIP 1 - 24Â·RCP STORM SEWER PLAN the buffer zone (15 feet from the toe of the dam), and will not be allowed within a LANDSCAPING NEAR STORM INLETS. 1 ..@19% 1 C900 PPE -- ----- 25-foot radius oround the inlet structure. .0 'LU GROUNDIA - - .Ar'W =zv 22*. 0!0 1$ MET W DAYU. ./. 7785 69 SCALE: 1"=20 777U.Â£70 PROFILE SCALE 952:: 3:6922 HORIZ: 1" = 20' %5*90 2 20150@6 : : 87 U., ~ ~ SHEETNUMBER -><lu -~ X W VERT: 1Â·=jo' 2 2100/ 2 27 7 A - 0 1 - (3.01 . E r. I h 0+00 0+00 0+4262 0 50 0+OD HONVEI 3IAIV9Nllhln8 00Â¥@0100 'N3dSV 31NI VPUÂ¥ .2X 6 -kle 11VdJ ...6,!Z=ll 131NI-J 1â‚¬X,c K.UM 23Vlda I'.Z=1[10 .00Â· LGU=lflo 'ANI 11.LrIC.'$ L P:\CO/10001\/wg\Master\.-STORM SEWER.dwg, C.3.01, 2/18/2013 1 10:58 PM. lies - -- 6- 4 14:\ f N r[ 4% SDR26 PVC, S rIR UNE SWEEP ELECTRIC \ 51 ; G ~~Â«=~~HEET - ~ 1| CONTINUATIO 1 : A - 1 SNEEP- SPAREÂ· UNDER STORM (4 04TOR- NDUI OF NORM 0 -INSTAL 2=4-40 CONFirÂ©ATIC) CONDUIT -7--- A ADJUWED GAS-.r 1.--â€¢L -r-SWEEP ELECIRLC_ ~Â£ l e~ --ECECTRiC CONDUIT t___]~ 1 / p 4~2--7 -=-2----K.2133!3/---T- 1%, 1 & GAS-UNDER 1----/. / M / A J Mr / 1 1- L 0-9-,-==y--v--1 -- K --2>~ uâ‚¬~%0~ h . LÂ« A -- , A t \ / 0 08- - ,\ //- --- .-//,6 -11 -\ - ...= Â©- . ' Â«Â«-- 33Â«03?R /9/ r ,UNDER STORM 2-\ / , $ /93Â« -2-3*8- JILE:-17 - 31 .9 Â» I 7 74# ' - 7 -1-9-1--=4~-~B---543( 32Â£~A tic : 3- 9 -/4/, Â»/.9~9,941*117 C*Alt%~ . :RE~I TARY SWEEP GAS SERVICE 1, ,-- i ZZI~Â»O ~ - ~ 3 C.W- / . .. EXISTING IRRIGATON & J / -â€ž r -u 4 SLEET_ :&*frfy)LA#Arlimq,AKEÂ»Â«-1 1*312*ENTED ~-< c ~~* e --, 0-- Am[IiÂ®L 8~ - ~-~~INS~ALL -' L 9 'reTE. ERE PRIMARY/' f C 11 . < ELECTRIC ROSSES SPKRE - '- - ~ SEWER SERVICI NXÂ·>z i, "Â· __~5---- t-r ' , 7BM,2*irf,En ' 4, CONDUIT. S P,QN OF ~ \ 4 PROFILES 1805 29th Street CONDUTB LOW' E--9 AND MAINTÂ·44.1 1 0 VER ~ --- p L Suite 2054 2%-6/*/$./HF-~~ _1 ~~ ~~c - _- . k9AD CUT ASE~p~~~~~Â· -1341Â·'fli~fpv39 f -4X t* tri J LA 2vb ON EACH Sh, OF C 'Ill ITÂ·- ~~ 30~uqlf~< ~~~ 1% i d-U--+1* r n \5Â· 4-3 i 3-10-iu'121 1 // 4 9/4/.4 -A<U, 4 3. / 9*09,2 3 - â€ž- - - ~ . 11\ 1 Izli L J 4 1- - 4%61 Â£Â© 230:332_-[i"J'- 0% Boulder, Colorado 80301 SETR SERICE 1210 L, 1 -- - L_ - 41 SD/26 PE ~- 7 -, j -r, -.râ€ž, : --ws--==~T>==='==:~1 vj~f~2Â·=7817 00' ~ 1~ g_) 32 phone 303 449 8900 -5 , 4 ~ ~l TALL 2-4- CONDUIT Wi TH 3'-* j N ~ *F 1 =7806 33' A I #LK 544* Lu____ L- b) /&%H;LM*EL - 1 7 . 01 COV SWEEP INTO -CA110*AA <i ~1 - 0.- C=Â«~ - ,-- - --- - -- . -~ ~\*i --- - 1 4 1 ~INDHOLE AT EACH' END 1 - v 1 ROAD ANGÂ« CONDUT~~/ 2 -- / -7- , ' 1/ EXISTING 8- PVC SEWER SIDEWALK \ FF2=78~5 0 , 1/1 // 4%16 9 Fi F-1 4, *~~AfM~~-:~~ :. f ~*Hjp##*%* -ij TJ- EAR<:~2'1 , Ff* artÂ» SEWER SERViCE 4 \Al - -U,-- , ji ~11- *014.1-931 - -m=780~33' % / -,2 1 -â€žF---,p~-f:3~~ 3 1 ' ELECTRIC CONDUIT -- -5.... 3 - I [MA-g AND CONNECT TO EXISING 2- A O- 3/422%~-33152&=:6~2 ~ // s. P \ - INSTALL- 2-4- COAPÂ«409=moR,"- 1 Â° P i, , 11%~ I -A--~---) * 0 : - . it' 411- OAS UNE GAS LINE SHOWN PER SOURCEGÂ·S -11 ~ 104*94 h " 1,3444 /-44 . /-2 11 4~', 3 / , *-LA : I RECORDS GAION 1-b<-+ Lie--44*., **, - THE CITY OF ASPENT k EXP EN-n AL ENGINEERING PRIIAARY- ~ 02 w_,//~ 1 ~ \ 'ELEC PLANS TO VERÂ«IF ExisfING / \ SWITCHGEAR VApLT TO REMAIÂ«~ 1 9 ~ -- ' ~17 Ki,A LOCATE AND CAECT 6 THE ~** I ~ 1 : *EEDER SPUCE VAULT \ INSTALL COA EXPRESS ~ ~ EXISTING-CO, EXERESS' FEED ALPINE EW'17 uO<UUUâ„¢EJ ~ Â·1441,>4--' - ~ - - ..â„¢ NORâ„¢ y Â§0NrÂ«MON .POINT,F ~ ~ Ar 1 i i ~ ~-- , ~, / 22 1/ /1 1./ / / -9 4/.p 1 * . :, / 1 11 Â»po , i'. - COA EXPRESS ~ CONTRACIOR SHALL LOCK AND F RAIN GARD . 60- -65 23- ----. %.j - 1 -4 1 ~IN =91 --: i I \ POTHOLE EXISTING UTILITIES TO ETERMINE *42 \ 4= 1{04 POND,>*~ yEEDER ELECTRIC --1/NTAIN MIN _Â£98 LOCATIONS/ELEVA-nONS OF/THE PROPOSED aOR\C & 25RS UNDER' - ' / : (RE SHEET C417) 'v 1/' 1 THE C(*INEECTION & CI~OSSING ,~ FEED/DRAIN LINE 1 1,11 1 ) ff L)42> 2,6- 6 DuIT // -/1-#-.-i- -= --C~ I \ -a-- I - dgE INSET BELOW 2.-- - ~ ~411 REL(*ATE EXIST FROM REUSE11AE.. - :N- I . -9-- r--- r -- - FOR CON nNUATION --- 5'*-f- - -6---- ---5----' .._L''..FLEâ‚¬L ,; 5- -- ENGINEERING INC / UnUTIES AND PROVIDE 'HORIZONTAL AND STORM IF NECESS.'~Y .,-- h] 1 ~ 1,2/42/4/11319Â¢41--F ---22 , EDWARDSOUSNESSCENTER L ---=LI J//1-N=---- - -- / /1 1 . '10' 'r . 1 , -l-- - -7Â£ I--ki ~-. f~ _ uf~~-~ * P O EX 1531 â€¢ EDWARDS CO 61532 3Â¢510 US HIG4WAY 6 UNITAG I. I L' ~ -1 -11 ' y~ / $' - Â·;~ 1 /- VERTICAL.ANFDRMATION TO ENGINEER .Â« 111 06.. - f\.\Â« 1 / f. . -<' 1 1.- J. / - L I - --- --7- T . PH:(970)92&3373, FX [970)928-3390â€¢ â€¢>.--INSTALLC ' 7 RELOCATE EXIST --- / /~y Tr-~3<~~fAR~%) r 4/,1 \ -Pe. SPEICE VA L \ ' : ELECTRIC EXPR_S .<;0/ --1NSTAL H . I |.f. FEEDER UNDER TO ~;/ -73Â¤LTE VADIT 6, IF NECES Y A - CE 2 ji ~' : A12id#617*44L 1 117Â»1 - S'=--24_1 r.''ll-Uptâ‚¬ 1_411 , 1-'.,1. - x~~-15~0/~i 1 1-1 3- -,e=7.-2=hs=77-,---1-_ , (4173â‚¬)F o,. ve 0 1 1 |_-L-.--Â· -/ - 1 1/ \ 1--l .~4~rU,12-24' 22â€žâ€žIM 1-=u__1-t-+7 3 1 2 11 -Ii - i RELOCATE ' 1 DIS-nNG GAS/ :9 33-7* 4-6,123==54~%.~ & / REI RCU TION UN 9 ' F ~~ - 9--..3754 1 -1--1, n:*4*Â·#-rifi - -- CA X,k - 1 1 9-- - j-41 1 ~ ~ ~ -~ ~-- -- -- -- 1 *f=> NE AROUNO, Li FIGA110* f LANS-Â·~---- ?K 1 <~ ~~. g~ 1.IN~SIZE*52222~-i,4~ p.- 4 C OSED NI,~r / 30Â»0-61<32/ I -1 . 1111 1/ \ / -- - i fÂ»IUU-s--1.1.7424 - 1 1 1 *-2 1 1- Â· , LOEL- CONR_TO REMOVE AND---- / / f rt.: ron_151 fcarcul:7' vi t.,cÂ· 1 \_- PE 2 %%(/2224 -- / // - A / / 0 E L.- , . fro I rullrl,OU p,4.2* 4 .f 1 1 1 / SWEEP GAS BELOW SIORM ' 11, / PROMDE MINI l' OF VERTICA SEPARATION BETWEEN LAS / - ./ , 31 61.1% /24 /1. ,-- --5/ $) ft -1 / / AND STORM 'LINES /.~ 7 / fNSTAIL 0- NDUIT TO - \2 .// / ,FOR ACill *~ _ - _- HOLY CROSS ENEAGY- -- - 2-6- cr~pin 1 6-j 4 AIC CONTROL PANEL -~ --- FEEDERELECIRIC _- -- - \9 / '/TERUINATE-4.-SUPPirr- UMPH*SE E L lib - COA-EXPRESS -- / D VALVE ON REUSE - - - ---- ~ i|' ~-*SP~~~$~~~~~ESSE~'/ RI~~7827~23S~A~ - ~ ~~ ~ ~ ATER PLY UNEr(RE IRRIGATION)- --- SILVER KING CIRCUIT -- 2 - - I \, . F# 2,Â·r (RELÂ·.SJORM,~SEMER' PRQALES) 11 - 09'ji f --- ' m L / r i" 0 ' -- /59'~ r- T : 11 ----3-6- CONDUIT -- - ~ - - ./ a 34// --- 1//1 1 \'Ill , Â£1 . 1 1 --- - , xr '1 "4'' /\ 1 - 45/9 / / ' - -- - -- 97.- 0,\â€¢/. : Flug / 1:J; 1 ,211 1/ . i- -- 1 I. 1.: I ..1 .Â« 7 /' / 3â€ž'4 ~/ / I , 30 / \< wcu -, PROPOSED IRR1GATON PUMP LOCATION TO BE DETERMINED BY ,Â«-,.7-,0 . ~Â»ARKA 5-=~~~3,7 , .li TIEN BUILDING SIZE AN , ,/PASIAL/~' HCE / ' $,A/' 'CINDua ROPOSED ELE. SERv[CE NE It l ,' , / ~} . IN POND. 2.EMBANKIENT SHAU 1 u.v , ; ,/ i / ff , CUTOFF COLLARS , 1 ) , 1, BE BEDDED MIH CLASS 6 ABC =H E~NSTALLED EVERY 25'/ / 11l ... -1 1 I *e - Ii; 111 1 /1 brl/ lilli l< /.3,4 1# f W . .:. .41 M I 4 - 4*01 1 21 11 1 1 . Iltill S 0 1, ... 7 -5 3 11 COA PARKS DFT RE ARCH. - i I ''' 4, ' , I. , j & 1 111 1 k 6 '... . 11/ lili P \ A.â€¢ 40/ Â¢ r . .. I . ' 1 /0 1 / 1 . 1 '< %1% 1 I I . / Â£ . M.. -11 11 1/ 1 1 \t , ;I. I 1/ 1 1 , 1 11 1 + / W , It ..t/ . '' p.1 1 11 . I t ; If i ' . 1 111 oxy?:\ h V , 7* )- ' L 7 1. , iLl liel REMOVE+ DISPOSE OF EXISnhig I'// e SINGLE PHASE TRANSFORMEIâ‚¬ 47 VAULT INSTALL 0% 3 PHASE,/> / - ' i ~ SER SHEET C4 03 FOR NOTES I , 3 CL / b ... 1[ 1 1 TRANSFOR~C VAULTÂ«/ f ~ 10~1/ 1 4# 0 THE DESIGN AND SPECIFICATIONS FOR THE SANITARY LEGEND - -./ -m-* -3 , .'' - ; .: 9 ' L- I -- CONSOLIDATED SANITATION DISTRICT'S CONSULTANT -----~---------â€¢ PROPOSED WATER MAIN W/UEND THRUST BLOCK PROJ NO 809003.00 SEWER MAINS WERE PROVIDED BY THE ASPEN V / t---- -- - / / ' #UG w - 5 )1 PROPOSED WATER SERVICE W/GV OR CURB STOP /05 --'' ELECTRIC CONDUIT DRAWN TSL , INSTALL 1-4' COA ~-446-------------â€¢------~ PROPOSO FIRE HrRANT/GV ASSEMBLY 61 . STUB-OUT AS SHOWN - - , CHECKED GLB, KAK %0 ~~ ~ APPROXIMATE LOCATION OF EXIS-BNG ~ PROPOSED SANITARY SEWER MAIN W/ MANHOLE - - Â© PROPOSED SANITARY SEV,ER SERVICE APPROVED KAK m / -it' HOLY CROSS CONDUIT STUB OUTS ' '~ , ' - ~ 1/1 W/ CLEAN-OUT DATE 8-31-2012 :S, ~ 11 FOR SILVER KING CIRCUIT LOCATE -- ' - / - ,1 AND CONNECT TO CONDUITS , , ' - ' , , --- PROPOSED WATER REUSE UNE REVISIONS 02-15-2013 AD-03 -PHCE- Pin - PROPOSED HCE UNDERGROUND TRANSMISSION LINE i 7--~ ExISING 3-6' , - HCE CONDUIT , / 1 - . , (APPROXIMATE) 1 \ . 51 14>.4. - ./. v'/69." / 1 1/ - PE - r - 22 - PROPOSED ELECTRIC PRIMARY 12 1 , 4,1 ,- r SEWER SERVICE a=ma-\ I// i ' / ' . 0- PROFILES, METERS ,â€ž ~ L / -- Â»'>*EÂ»5+IKET,C404 FOR \ 1/ 1 1 11 0 2 ., .'*. I,li...I- \ * SL-/ /1.--24 , 1 1 PROPOSED ELECTRIC SECONDARY \ , , 1.7 - PO- PS-- I- PROPOSED 2" POLYETHYLENE GAS MAIN UNE , = , /-1 -1 4 1 P /, '~TBOR'rioN 1 11. ROD. By 8 s ;7 big/ u '84 <%Â£---2~' 0 ~4% NIAWCHUNE/1 ' - P.5 - P.5 -i-- PROPOSED f POLYETHYZENE GAS SERVICE UNE 1 2211 b 1-- -i Â«30Â»;411/ // ; --P.- PJT --Cle CATV CONDUIT & PEDS 1 11 ' ~ ' 0 ' PROPOSED JOINT TRENCH QWEST PHONE/COMCAST Â© OZ ARCHITECTURE '9 0, 4 ./. ' d 1 - , -,(7213.46/ /t/1 4' / / , 1 PROPOSED DRY STANDPIPE LINE AND FIRE 0-- pos -Pos --<9 DEPARâ„¢ENT CONNECTONS BURLINGAME RANCH lili . ' - Lu ' T' ~~ 130 ,~~, 6--PAE-SIARE~ PROPOSED SPARE CONDUIT W/HANDHOLES ISSUED FOR FINAL PUD , , -0 -3.-44#~0~61#f./44.0-7 3 ; i f F *9<24;ga#rWWI~~ff y ,2/ r-< , / NOT FOR CONSTRUCTION - - , , 1. 6 Modifications to these plans 1 7, e do notrequire PUD ~ PROPOSED COA 1 0/34 TRANSFORMER & VAULT PROPOSED ELE SPICE VAULT I I 'Flk>-rÂ·-i'~ f t 1 4 4 ' 0 j ~ COA EXPRESS PROPOSED SEWER/NATER MA]N EASEMENT modification, but will require 1 1& ' ~~ 2. l... 11'jqâ‚¬.-~ ' f A ', Buildingpermitapproval FEEDER ELECTRIC ~ ~ 1 AP~*~T~*SOF = & , 2-6' CONDUIT ,/ EXISTING RRE HYDRANT THE FOLLOWNG ELEMENTS ARE INTENDED TO BE INCLUDED IN THE POND #2 DESIGN / ELECTRIC VAULT FOR + - / , , , - GRADING , A UTILITYPIAN 1 1 , 8\ SILVER KING CIRCUIT / , - SILVER KING CIRCUIT ' , 6 , p 4(43-1 NIJ,4 /- HOLY CROSS ENERGY , + - -- --- ' - EXISTING WATER MAIN 1 - REMOVAL OF MAN PLACED UNSUITABLE AND OVERSIZED MAERIALS , I l 11 It / SELECT fl U. BELOW THE LINER, THE LINER AND 18Â» OF SELECT ALL SOIL ON TOP OF IHE UNER 3-6' CONDUIT ' , ,â€¢ , , - , -- -- 0 -- EXISTING SEWER MAIN AND MANHOLE OVEREXCAVAnON TO POND BOTTOM SUBGRADE ELEVATON TO ACCOMODAE PLACEMENT OF ' ' /1 -1/1-1-~ 2/ ~ - - GRAPHIC SCALE 3 1 ~ 11 d / >. ~ / ~ ~~ ~ I ~g~F~~~S~ F~A~UrPINSNM %11Y~Is~aky,2'0 RAW WATER INTAKE UNE SCALE 1Â·=20' - UnUPES AND STORM PIPING AS SHOWN ON THE PHASE IIA PLANS 0 0 20 4' SHEET NUMBER / 440.21 - POND EMBANKMENT WITH CORE TRENCH ~ / -- C IN FEET) I 97 VF' w w INSET 1 inch = 20 ft C4.05 .*39 . 1 % HONVEI 3INVONI12:lnEI 00Â¥H0100 N3 '~MBG...... Ula/20135/0...... / -- r'12 --- O-- 1Â». \-1 f 47*RARK, ti >Â» i.~*1, L*GÂ·-tuÂ»'CA Lht.L.L.â‚¬Â·D-Â»- - ~ rt< Â· ' \Â»L' Jrt-- \33* L 4 \ \- 11 1 /\ \\ \.,ce k I / 1 45 1,1 - h Val \ / -P CL ./4 --/////00 7 - 1-%-<**-M- ARCHITECTURE 429 (12.370= 1 2. f A , f\\430/Â»-/ T k / 0 5 1.. . V - h :. _--------i,===----- 1805 29th Street 41 - - -- -1-/ 1-\Ir I i-. 14 r\, -- i '16-@---1 1 Suite 2054 liv + . . - 1=4/ 1 <\N PKL .. ./s/ , ---- Boulder, Colorado 80301 7\ 1- 9 - -//- -- 1 -I . - 1 9 \\ 1, \. f/- 96.--=de:':09 , , 0 - ~~ r phone 303.449.8900 1. i 1 \b. - 4 \./.1 0 \340> ' , J --1 ,-11\,1 1 1 1 191,01Â¢011 1 1-1101 %.:AW kfi.244 '.:11: 14 - .V; #.7-/C '4Â«2104.4 \ --------P 11.-----481 -B,Ptl . - 44'. -Z- Â·~ U.zsZZ~-24\ )Â· a., rf j Â« U-0---EL-ASS*di t \ ---1- A 0 / 9\-- --- -i--.-j.- L.- FrÂ«===TOM -0 4.. 114 .\\ 4.1. // I. C.El- 14-U\\ A I \ L F.,_ 228â€¢22% Â«f -- N el -- 1-1 ~Â· tf j i g 1 REFERENCE INSTALLATION NOTES REINSTALL MAINLINE THE CITY OF ASPEN ' r-51./* ' ~ SHEETI-10 -azeve""'a~Â» -i'-1 < \ 1 1-6-2 0 ./4,11*111 \ / , 11 -4 1 1MlrK!"IF-1 e 1.jiIN 1 1.1.1.' f / . ~ RELOCATE VALVES AS NECESSARY /1 4 -Or -." -- /4\ 0 J / E\EFER " . ~ ~ R ~ 4 1.128-2.1.-Â·-'-- L j - *A , Â©Ad ,;._ i ~_ 4. V . ..., Western Heritage -4 -ff*- L , /.. <ty \ \. 1 - 11 Consulting & Encineering - '~1.Ilt>-L ~ ...weiterhc,=m Ma WY 82644 REINSTALL MAINLINE CONNECT TO #(> \- r \ 41 91 4*- I p- 307 2157430 PO BOX .17 REVEED W FELD INSTALLATION /59 -- r. - ' OF SLEEVE Cgoo PVC 9 p INSTALL TAP & VALVE .1 , - - 91=- SHEET !-1,0 - REFERENCE INSTALLATION NOTES 1.â€ž \ t<% FOR FUTURE RO4 \~ 1 - pl . 1 '. 4 //-,Ay RELOCATE VALVES AS NECESSARY v INSTALL TAP & VALVE ~ 1 1.(' - + 1 A. 1.,1 - FOR FUTURE ROS I - O r 9- ./ 1 - t K. z r + 61. i <C t. .ie lits.1.214ALJ,-il-= th.C . f.j . I i 4 f â€ž' I -'2Â£36*. .1, ~ hir . 60' 1-4 4 REINSTALL NEW PUMP STATION h --0 REFERENCE I-5.0441, ~Â· r \\ ~ / INSTALL MASTER VALVE AND FLOW SENSOR, / CONNECT TO PUMP DISCHARGE, ' / INSTALL PUMP AND DRAINS PER PLI IF PLANS ..2 //PARK ) 0-9 r /:4 V./ - 7 10 , f I. 1 4 I : \ Â«. j 1 e POND / / i OZ PROJ. NO. 809003.00 2/ .~ ~ + DRAWN: MAV 5/ / Â¢ 3\ 1 &p APPROVED: RLA '/ 462 ~ . DATE: 31 AUG 2012 i# :1 | REVISIONS 1 / f>. I , /%) / -c- 21.-4 / .0 I , , 0/ Â© OZ ARCHITECTURE 1; 2, DOCUMENT BURLINGAME RANCH ! ISSUED FOR: // 100% IMPLEMENTATION q~< Â·Â·(3.-1 NOT FOR CONSTRUCTION ~ SHEET TmE: IRRIGATION MAIN LINE . PLAN SCALE: 1' = 20'-0' SHEET NUMBER NOT FOR CONSTRUCTION I-2.3 OaÂ¥230100 'N3dSÂ¥ 23 3IAIÂ¥Â©Nllk:IAEI - 1 7 '1 -. 3 ~rs-~,U.9 \ 3\ <E I r *F : / trARK , g. . #55Â·<5Â·~1 13*gliti. 6-rl,b' ~\ I - - CL h. 4-,Al A\\. ,@-1-Â« 9 A.%33, \ e.-ziN . ; 114.x/,\.\ \ 1-1 - 1 - 4 \\U 1 '04 r%-->ST 7 11 - - ARCHITECTURE ~ - REF INSTALLATION <0. "- 1805 29# Street 1 1 11 - 1 -1 4 1 rly <- NOTE 6&7 y 1.- .._ % - .30 1) Suite 2054 \ N , - *U-<il#. Boulder, Colorado 80301 e- / - /. phone 303.449.8900 FT-R;1351 ' I, '..<'1 ' ' k 1.lile'&1.111=gl 1011Â»1 11. ,/.1.- LLES --1 111:461 - . . 4.t -====125 --dL- , 2/1-LU-4,1 -H â€¢I.' - .- T- 1,1-!01,1 ----.4 -/,d=GC . / 114.11 - -- --*.I 6 4 , - - =t-- - V --- -- . 1 ' --- -S'-- r,41-62Â¥- m . _-----Â¥C-'- . U /4 1 3 . i i - I- 1 -trl 1. 0 -U-2==t:T . 1/ / --1 , 21.-f..331% 7 4 47.--% - , 14 fl r- 1 THE CITY OF ASPEN N .r Â· 7 r v 1 -â€ž LA -â€¢,1 1 - 2 * 5 . r NR~~~~~LATION 't, ~ ~ 3 \\1 _1_.:gzi \ -- h. - 4 1 , 'Â£ 1-I v . Ic:4 0 63 ' \ \ WY ~ -<--* . 1' }41Â©M \ \- Â· Western Heritage - 4 \ 1 32 *. n ' . Ar /-4 4 2 = Â· q Consulting & Engineering '-3 1 -4 X.e. 2 - 62 367.2157430 PO BOX 2117 R 1-' ~~FT~N~&~LLATION V* 4 \0- \\ it , .6....3 - - W==:. r,w~v,est~fnhcezorn Mitllm82644 r-1 --t 1-=="9- -4--*i'".*.1 A - C N \ . V.-1 i... \\ \\ \\ \ r ~) INSTALL TAP & VALVE M , Â· -1 1-T- i 0 1 1* 1 0 1 9 pl 1 - .-- 1 CL, ./ f i .. . : 1 - ~ ~A FOR FUTURE R04 1 1 & 1 4 1, 419 ' ' TNSTALL TAP & VALVE 10 2- . '. /4 FOR FUTURE ROS 4. / C / ' , ' i./92 r'+ - 4 Â·4:, t 1 * lie Â£ 1 4% - \ < AL 1/1/2.Â£:_â€žcigicÂ£=-a- : 1 , V Â£-I ... --- A ./ , d.7' 1 Il --- th f ---Cal-2322=L--L-- M J * - / INSTALL MASTER VALVE AND now SENSOR, C-REF INSTALLATION ~ :4 / CONNECT TO PUMP DISCHARGE, ~ / NOTE 6&7 , 7 INSTALL Yâ„¢PAND DRA]NS PER PUNIP PLANS /7 / 0 //0 K / 6 Pirfli 1 ( 0 t-F-'9Â· ~ ~ Â«Â·Â·> 1 /2 /1 --:- 1:. , R tv'qr ' 1 POND , , . OZ PROJ. NO. 809003.00 0' 2 / */i' Â·Â· DRAWN: MAV 1 - 0 / I APPROVED: RLA %.- 1/ 'C I 1-_ DATE: 31AOG 2012 '7 7 ./ -7,/-52 REVISIONS 1 7 L . CLU-/ p / j> Â© OZARCHITECTURE 3 4\ - -<1214.6 . $ ' b BURLINGAME RANCH // ISSUED FOR: 100% IMPLEMENTATION >rf fl/*. DOCUMENT 440 V Â· NOT FOR CONSTRUCTION - SHEET TITLE: IRRIGATION MAIN LINE Â· PLAN SCALE: 1" = 20'-0" SHEET NUMBER NOT FOR CONSTRUCTION I-3.4 HONVhl 3IAIVONI-12:InEI OaÂ¥230100 'N3dSÂ¥ CAP FOR FUTURE Ce#ECiTON /PE-Â·Â¢0;?aDI/7(YETE ~ DAYUGIT ORA#! 10 WAmR FER?URE W OnUGHT DRAmi 12' MASS NPRE. Cle 12' BRASS MPPLE. Ola S]OP & HMSE GAL/- STOP & WASTE, Wl-V APE W PO,ID 0111Â£1 10 DAUHT RPE TO POND OURET TO DAYLMT =me= ~ 4- WAINLNE FLANGE 115/230 SIngle Phase 4- r-10 KVA Power Supply Â® PuMp House 2---1----J--9- Suite 2054 AEmIHERL = 1805 29th Street == Per Archltecturit ~ Boulder, Colorado 80301 phone 303.449.8900 \-Connect Power Suppty . per Electrill 7 CONT. ACBNG 37 t. CONT. ACUNG mattl@tl â€¢ -I'........,I,- REUSE eE *22 7 A A. THE CITY OF ASPEN UA)7-Coll#i < - 1 1 aiwlÂ£45#Gl' %--- mavm~Â« < ~ P 4, 0, 112 0, 4, . -- =mamaf . MH 21112*ENE LL 11-1 - - - CONNECT TO HEGAr,ON 4 49'91 - r FE x GE SPOOL- . WANINE DETWS!11;(m -. 072 E INSTALL DAYUGHT DRAN{ TO POID ~1 - , / /-WELL DIA. GEE â€¢miÂ· am s,9 â€¢ -sc \ Western Heritage P etqb#-29 = E . Â·. H \---FLOW FILL OR OTHER Consulting & Engineering - OF WATER FEATURE PlMNG ~~~ ~r*f;~ EF) ~ , Â· -72' Diameter ' % Â· .* WY 82644 *Â·Â· STRUCTURAL BACKFILL - - INSTALL DRY,Â£11. OR DAAMT DRAPt AT â„¢E PER GEOTECHNICAL ENGINEER 3572157430 PO BOX 2117 OF CONNECT TO WAER FEAME . Monotithic Manhole Base Â· with 72' RCP Barrel sections . 2* 6(FZ 241 459 WN --Tr ariD Â£21 2 ~ . Â·Â·to gracie Ref Civil Ejechc =1*4 CONCRSE â„¢RUST BLOCK - Id aconnect P,r Elechcol 1 A--48 1.1-4 pq itt**NED)) ~~4 0 N M Â· Â· ~ E > - - pma g lb=Ily 1 p 3 0, Â·Â· , ~-Invert . 44*96Â° a -1-9 10 -eâ€¢==UU,47\ === 1%44,/I' i ,~22#*- NeÂ»1. . < 7 PK disch,ge :to 4. /70,r th#? 10 AD,# a#pe wal#be - 1,2, / fL-/ -1 3 -9~ . 41+4: , , [E O 71 - a REI CIVILÂ· . 4%09Â§*#4 ins,t pa ttibe disch~91 h. 1!tidl Â¥ob,es k?to druBI --- 4%494 . 0 6. 40Â«6Â», . '9Â«042*\4 072' WELL 9>41*31 . , ..........:..........i./.i............ .. .>2~ - /40<494,\ -70' (REF> 1649,1 *04:1< 7'Â»*-FS-QU-:922:72?4-fRF..e4.-'---.4.'"..'."..... . f ~*1*isth)<AMS$6442,5 * -ak~-a.t*.a.ti*i~44'â‚¬<Â§~2*R</44**<4>4>44 C SDR 35 PVC Dischor, to Pond. #ove ' Wafer Valve wit/* Inst/1 dm out gdhclnt pump hous # 0/gs Mba/M/// --- </~~<~~~~'A./iÂ£*Efi' *22Â£ 1%7'J'%f l)~ I~- - A. I-/~I, - 6- -1~~'Â«<~~fÂ«J~~.66/hnical Engineer %32*59376rÂ·*ArÂ·WAN,rpcafiA*~F~y 15%~ 1 - 1 - 9 \,l\44~,144434/&4414*~Â«&<AW*bf = . 4*32 Â»44 --- PUMP dc WET WELL ESWIVEL JOINT (VICTAULIC) PROFILE VIEW f /'------ ~-SWIVEL JOINT (VICTAULIC) --- NTS OZ PROJ, NO. 809003.00 _ ~-10' FLANGE END DRAWN: RIA APPROVED: RLA ~-4- FLANGE END (TYP) DATE 31 AUG 2012 4 , arw 8 FLANGE END REVISIONS ~_RIMP HOUFE BY 01185 IRâ„¢ RENOWaE ROOF OR HA!01 10 ACCONCOATE PUMP WEÂ¥ REMOVAL 2-1â€¢ FERT PORT 7 PUMP HOUSE LAYOUT Â· AIRVENT P[]RT P LAN VI EW -2'-8' r-2â€¢ BLOWOUT PORT -~--7-2'----'~ ~-45 deg & 22.5 cleg elioow SUPPLYRPE e- 1,0 mOVP-ce OW NTS GAIE VALE EOLAJION, Â© OZ ARCHITECTURE -1-51' 1.%14 Refâ‚¬rice CM -3'-6'- ~ ~ BURLINGAME RANCH B'- 9' ISSUED FOR: 100% IMPLEMENTATION 7'-4' 2' DRAIN P[] r DRAIN ORT DOCUMENTS NOT FOR CONSTRUCTION 45 cleg & 22,5 cleg elbow--.~~~~ - ~ SHEET TITLE: th Xgl POND 2 IRRIGATION - AS NEEDED ' PUMP LAYOUT & DETAILS rijl-i SCALE: NTS SHEET NUMBER AS NEEDED 4' F.E, x 4' F.E, 8' F,E. x 10' F,E. NOT FOR CONSTRUCTION ZEE PIPE W SWIVEL JOINT I-5.1 ZEE PIPE W SWIVEL JOINT HONVE BINVONI-lk:Ine 100 N3dSÂ¥ 0 .0 49: 7 .4 . 4 . X# 1 A\* I 4. ./ 1\ 14. 43,1 1. -J 1 i . * r 4-4.. Proposed . y 7 Vve.4 Pumphouse and ....Lb Â· i - * Access Ramp r r.: -P,, Existing Bus Stop , . S .. / 1 0 40 . N .. 1 Q -- 1 I -2- . 1 A r -16 .44Â¥ 1 t. 1 11. , 2 'r:/' Vp 1 , J. Ilt . 511 -ry Et, i 2 2 er. r.111 21 ' I 1 I .,3 .21,4 2 1 le g 1 w J)*4 1.4 .4 %11,9 414. . 1 y 0 rh/* : 9.: 4/ . /: 6 # 4 0 4 / ill. r. 5 0, V \\ .!11'4 r, ,--4#.4 4%* - W Â¢ 1 > , b Â¥ /40 *p' . *t h Â®4 2* 'r 1 6 0 4 'v 1, 4- I 1---6 ..dile - 4< ... 7 ..4 A *k-*0.-r 'O 1 -0 1 % 4 -47. Burlingame Pumphouse 283 Forge Rd. IS Relliuarv 2016 @. @53 CHARLES CUNNIFFE ARCHITECTS @. MEMORANDUM .EN CHARLES CUNNIFFE ARCHITECTS Date: 2016-02-18 Project: 1512 Burlingame Pumphouse Re: Burlingame Irrigation Pumphouse Insubstantial PD Amendment Site and Context: Burlingarne Ranch is a family-oriented housing community. The houses are planned to emphasize the neighborhood and community feel, and the proposed pumphouse is designed to further encourage community activities. Aesthetically, the pumphouse is designed with the inspiration of a 'bird blind." Traditionally, a bird blind is a shelter designed for people to observe birds without being seen - it is meant to become part of the landscape in an area with a good vantage point. The pumphouse is located in a prime area for observation. From its location the entire park is visible, as is the view beyond. By using sustainable wood siding to create texture and shadow, the pumptouse identifies itself as a unique community destination. The landscaped roof can be accessed via ramp from both the proposed park path and the existing bus stop. The roof provides an ideal location for observation, and with both a shade structure and seating, is an excellent spot for local families to gather. Materiality: Wood is apparent throughout the Burlingame Ranch development in siding, decking, roofs, and structural members. The proposed pumphouse uses the vertical wood siding apparent throughout the site as a reference for its vertical wood pattern. Both the bus stop and the proposed pumphouse have geometrically interesting roof shapes supported by large timber members. The bus stop has a unique wood bench that matches its particular architecture, similar to how the proposed pumphouse has its own bench. Metal is the other main material apparent in the proposed pumphouse design, and it can be found as a material on the roofs and balconies of the adjacent residences. Overall Size: The originally designed pumphouse had a building footprint of 20' x 20'. The current proposed pumphouse has a 22' x 22' footprint. The footprint grew 2'-0" on each side to accommodate functional and management requirements of the three pumps and associated filter and control systems housed within. The originally designed pumphouse had a sloped shed roof with a high point at about 14'-10". The design included a roof hatch which extended above this height. The current proposed pumphouse maintains a minimum clear space inside the pumphouse of 8'-0". The roof, at 10'-0" AFF is a green roof, complete with permeable pavers and landscaping. The roof hatch is disguised as a picnic table - making it an opportunity rather than an eye-sore. The sloped shade structure encourages the view to the mountains, while remaining light and unobtrusive to the views from the adjacent proposed houses. The overall height remains shorter than the adjacent bus stop. While the proposed pumphouse is taller than the original design, it serves a community purpose beyond the irrigation needs of the park and Phase 2 neighborhood. It is a destination object, and encourages community experiences and interactions. ~ 610 East Hyman Avenue â€¢ Aspen, Colorado 81611 â€¢ tel: 970.925.5590 2 fax: 970.925.5076 m www.cunniffe. com 1 1 - 1. Â«17 la J =~ -IMT--- ~ 7Â»nita 33*~ www.cunniffe.com j lili 111 ---4 1 , F 10 M k -,V LU CO D 0 0_ 11-10 20 AUDAMMENDMENT 02/19/2016 LU 6 2& BURLINGAME PUMPHOUSE 2 85 CD Z -1 CE 283 FORGE ROAD ASPEN, COLORADO D CO 1. CHARLES CUNNIFFE ARCHITECTS SHEET NO. CVR 183 610 EAST HYMAN AVENUE I ASPEN, COLORADO 81611 I TEL: 970.925.5590 | FAX: 970.925.4557 S1031IHOhIV 3=I=IINNAO S3-Ik:IVHO 199V0ES'OLB :)*I I 0699'SE6 026:131 I L [9~ 00 'NBdSÂ¥ I 3/\V NVMAH 16Â¥3 019 2/190010 80235 AM . 1 ARCHITECTURAL AB VIATIONS GENERAL NOTES SH_-. INDEX /. AF- 49/VE FIN SHED FL_009 9 EACH -57 JOINT 9 FISER 1. ALL CONS--RUCTON ANP MATER /15 9-ALL BE AS SFECIF:/3 ANIP IN ACCO~PANCE 4/COUS 14/0/InCAL M EACH MI .1= -UNC--10/ .0 9/JerÂ·i OFENING FN;TH ALL APPLICADLE CLODES. 09/iNA\CES. L.Ate, PERMITS, ANIP THE CONTRACT POGUMENTe. 0/. .0/5. 02/15/16 HZ).1 .2.-ACLE.7 ELECT ELECTRICAL K/Â» 1<ILOFNATT -OWE Sp4 5'EET 401 SEN INFORMAnON 02 1216 la 2. THE CONTRACTOR SHALL_ BE REFOIBL FOI -GE ACCUFEA-E PLACEMENT OF ALL NErl ALT Â«_TE'NAE E. ELEVATION _AM LAMINATE D) 9VF er-EET / NIL FLOGE:NO CONSTRUOT ON ON TE S-E RE CONÂ·X<-09 Sri ALL ROV IE COMPLETE BUILIFINO SYSTEMS ALUM ALUMINUM ENOK ENGINEER LAV LAVATO/Â¥ 90 5-ELV YES) (INe) AND COMPONE\-3 IN COKÂ·/F_ ANCE ATÂ·+ v,4\U'FAOTURE,Re QEGUIREMENTS AND ARCHITECTURAL_ RECOMMEN/AT!0145. ALL DECQUENCÂ·46 IN-72523=AGE AND COOKPINATION FNITH OTHER R// FPROVED El ..UAL .T LieHT 51/ SIMILAR BUILDING TRECe 9-,41_L BE *9 FIGI,IED Flf COMPLETE, WOF'EtÂ¥ INSTALLED AND A01 BEN INFOâ‚¬MATiON 02 1216 APPROX AFFNEC><]MATE Exe EXISTIND MFI MANUFACTâ‚¬A 5TC BOUND-TRANSMISSION GLASS OPERAINe 9Â¥91-Eve AND /Of E L_/N COMPONIEN-S AND 9-ALL MEET DI E>DEED All ARCHI--ECTU~~1._ 91~22 PLAN 02/13/16 GUAL]-7 LEVELS OF COMbÂ·00%_Y ACCEPNED :DONST~UOTION FRACTICE Â»13 INCUBTRY ARC- ARCHI-EDT AURAL) EXP EXPOEED / *7-1.- MATERIAL- SES SPECIFICATION STANIPARDS 6017Â£01- ARCH TED- MTH ANY QUESTIONS PRIOCK TO STARTING /NORK 42.1 FLOOFE 2 KOOF P..449 02/15/16 42 2 'OOF F.ANS 02/15/16 ASâ‚¬ 45 900\ AS POSSIBLE E>J EXTEERIOK MO MASONIKÂ¥ OPENING m eau AKE 3 TRE GON-1-RACTOR SHALL VERIPÂ¥ ALL IME\E INS AN/ SITÂ·E CONDTIOND DEF(PIKE STARTIND 01 SITE ELEVAnONS 02/1&/16 BM DEAM 9 0 FACE OF MTL METAL 5/ Sal/AFE FEET AORK SHOULD A 315CR/FANCY APPEAR IN THE CONTRACT IPOGUMENTS OR DETFNEEN THE AS 2 E>JUX Og ELEVATONS 02/13/16 me BEARINe FIN FINISH MAX MAXIMUM SS STAINLE55 STEEL CXPNTÂ·KACT 300383 ANP EKS/iNG OONPTIONS. NOTIFY -PE ARCHITEDÂ·- AT ONCE FOR AS 3 EXTEâ‚¬ 09 ELEVATO\5 02/le/16 INSTRUCTION ON HOA TO ROOTED EFF ELOA F]/19-ED FLOO/ IF FIEFEOOF MESH MECHANICAL 51-3 ITÂ»DARD 4.1 GUILD NO 4 FVLL SECTIONS 01/22/16 GET BET/â‚¬EN FFL FIREPLAGE MED MEDIC ONE) CAL) STL STEEL 4 SHOULD A CONmLICT OCCUR IN 09 357â‚¬EN IPRAAINGS AND SPECIFICATIONS, THE Abl ENL-ARGED FLANS 4 01/22/16 SPECIFICATIO\B 9-ALL TAICE FEEDEPENDE UNLESS A ~RITTEN DECISION FROM THE ELEVATIONS DL< FLOCK .Ir FIXTURE MIN MINIMUM STRUCT STRUCTUKAL ARCHITEST 'AS DEEN Of-TAJNEP F*115* DES<IIBES A ELÂ«IFICATION OR A_TEENATE All /99[MILIES 4 E\TETIOT 01/22/16 ISMT BATEMENT FLR FLOOR MISC MISCELLANEO,5 SUB SUBSTITUTE METHOD AND/Of MATEFaALS CONSTRUCTiON PETAIL-5 BTW BRITISH THEEMAL UNITe) 1=D FLOOFK DRAIN NOM NOMINAL EUPPL SUPPLEMENT .10.1 3009 PETAILS 01/22/16 5 -HE CONTRACTOR SHALL CONFINE HIS/Â·4ER OFERATIONIB ON THE SITE TO AB<Le /3 5OARD FT FOOT,ruIZE NIO NOT IN CONTEACT 549 eu/FACED FO// SIDED FERM[TTED FY -HE OANER 40 2 RO/F HATCH/BENCH/rAILS 01/22/le www.cunniffe.com 59 00-H SIDES r-TO FOOTINO NA NOT APPLICABLE BUSF SUSFEINDLED) 6 THE JOG SITE SHALL GE MAINTAINED N A OLEAN, ORIPERLY CONPIN. FFEEZ OF PEDRIS Do 00'TOM Of= FI>N FOUNDATION NTS NOT TO SCALE TEL TELEPHONE ANP LITTER AND SHALL NOT BE UNREASONADLY ENCUMBEKED NITH ANY VATERIALS OE 5106 BUILDING FURN FURNISH 00 ON CENTER TV TELEVISION EGUIPMENT EACH SUB-CONâ„¢ASTOE IMMEDIATELY UPON COMPLET]ON OF EACH PH.eE OF ETRUCTURAL ENGINEERING HIS/HEFE AOFEI- 9/AL. FEEMO/E A.-L -CASH AND DEER]5 AS OF KESULT OF HIS/HER OF-9 CABINET 6/L 6ALLON CF. OPENING TEMP TE/FERED O-TRATION 9001 9-1EUCTURAL IEN/TAL NOTES 01;22/16 CL â‚¬ Câ‚¬4TER LINE el 6*065 C"F OPPOSITE 26 TONDUE AND OROOVE AND _ESEND 1 ALL MATERIALS 3/0/ED ON T-E 5:TE 9Â·Â·+ALL DE /20/EFELÂ¥ STACK-/3 AND PROTECTED OLD CE LING eALV OALVIN ZED 09' ORNAMENTAL TS TOP AND BOUOM 9-01 FOUNDIT'IN 5 /00- 01 22/16 TO FFEEVENT /AMAGE AN[/ PE-JET 09/7-ON FAILURE TO FROTECT MATERIALE MAY BE CE' CEMEAMIC 60 6ENERAL CONTRACTOR OP'A O/POSITE /1Â»13 TO TOP OP CAUSE FR REJECTION OF P\OFEK. FRAMI\6 PL AN 9201 53/CITRAL PETAI-5 01/22/16 CL/ C_EAR OL eliSe, 61-AZED 00 OUTBIDE CIAMETER T TREAD O. THE CONTRAOTOâ‚¬ SHALL DO A..L CUTÂ·r\6 FITT]NO, CR FATCH.Ne IE HIS/HER PNOEK. THAT MAY CLO O_OSET 693 IFEAPE FTN PARTITION 7/ 77!GAL BE REGIRED -O MAKE 1-5 SEVE.EAL PARÂ·15 F T TOGETHE PROP ERLY AND SHALL NOT ENPANCER ANer OTHER AORIL Bv CUTTING. EXCAVATING OR OTHERNSE ALTERING THE TOTAL CLO-HEE PRÂ¥ER elp SYFSUM d FEN[NY (NAILS, EDT) U. UNPERIRCUNP ADIA OR ANY OTHER PART OF IT. ALL- PATORINe, REFA]RING AND REPLACING O/ MATERALS A OLO-HES FNAS-ER ./. IVFSUM RALL-50/RP FEKF FEERFOIKATE(D) UNIL UNILAZED AND SURFACES CUT Ofi PAMADED IN EXECUTION OF NORK FALL K DONE AITH APPLICABLE MECHANICAL ENGINEERINe MATEEIALS 50 THAT SufFACES EEPLASED ruLL uPON COMP .EION MATOH SURROUNDING COL COLUMN 'AD. HArryÂ»RE PL.T. el-ATE UNF,N UNcINISHED BIMILAR SURFACES Mill MICÂ·HANICAL'F-MBINS 01/22/16 CONO 00\OcKETE H. HEAD> PLX ol/OOP U.N O. UNLESS NOTED OTHERFIBE DENE~KA_ 10-TES *642 0-1 00%51-RUCTION JOINT HVAC HEATile, VENTNG, AND .T QUAERY lie VIF VERIFY iN FIELE) q NO PORTION OF -HE ACFK< REQU 9 \6 A SHOP DRA/,No or SAMPLE SUBM 59!ON SHALL 50-153'29 COMMENCE UNTIL -HE 995Â¥ 99 ON -AS BEEN FE / EFIED 57 T-E ARCHITECT. AIR CONPITIONING Â¥101 MAN LE/E_ MECHAN.CA_ 4 01/22/15 SONT 0041/,O,5 aTÂ¥ QUANT IN- /ERT VERTICAL ALL SUCH POFETONS OF 7-Â·Â·IE FNEâ‚¬IL 94 _i_ BE 14 -CCORDANCE AITH REVIEPNED SHOP EL-ECTRCAL /_ANI DOOK-1 COJEEPINATE HOQ'Z HORIZONTAL R RAE>ILE loT VINYL SOb,1/051-ION TILE VINYINOS AND 5.AMP_25 9-Oc' DIAN\65 ANIP =902,07 5,5Â»111-TALS ARE REWRED /J< ALL 5/OF FABRICATED ACE< AS NEL- 45 52/,rizz) xECE?IUOTS. DÂ·119 nOmi< ?NOLUPES 0-7-3 01\TER H/ HORSE FOFNES RIP ROOF 3â‚¬AIN 4 VOLE PUT NOT BE LIMI-ED -O 5-EUCTURAL_ 31/ DECOSEAT /Z STEEL KNINPOPNe ard POORS, H.H HOT FNATER HEATER IM IKOOM AH /4-ER -EATEf BUL-T-IN O.ze,\El-1Kv .AEZPAA~FE F-/5\6 id ELECTIKCAL-FIXTU959 A/#L:ANGES AND EXTERIOR 5 IN-Egll/' PIN " VIATEE A_9 ELECTRICAL ENeINEERINS P. .....COFIND HT HE:GHT ES .OU.H BAIN AC AA-ER CLOSET PE*Aq--vIN- .0 INTEENATIONAL BUILDING COPEROB KESILIENT CO /IE 5-SE AP rIA-En,ROOF 10. DIMENSONS E001 ELECTâ‚¬OAL SENEÂ©ka NOTES 01 12/6 A ALL /1MENSIONS 5-ALL -A<2 F:KEDECENCE C./ESE 50,4.2 OF ERAPNINDS. A\. =03\3 3-L PETAIL INGL INCLUDE (ER) (INO) RFN RETAINING AALL AT Fâ‚¬16HT 3 ALL- 3 VE\SIONS AGE -O ALE OF E-,3 0~ FACE OF CONCRETE U N.O. 071. 0 D AME-ER INFO INFO~MATION R.EF REFER/RE=ZIENCE AFf //LIPED ARE =ABRIC 6002 ELESTROAL SCHEDULES ONE 01/22/-6 11 CONTEACTOâ‚¬ -O =90/ DE AL NEOEBEAEÂ¥ BLOCKING (AC.<:Ne, AND FEAMINe - \E 3 AGEAM 31. 3 VE~*10\ ID INS CPU DIAMETEE REFR REcE SEâ‚¬Â»7-09 Arp. . NDO. FOR LIC,HT FIX-1)959 ELECT'Â©CAL IN,79 1 0. EGUIPMENT TEÂ·DESSED ITEMS AND ALL 3. 3'5--AAS"lf IN[SUL INSULATION RE NF RE!\FOICE C D) A/ . TH (TH// ITEMS Ae 9/2 RED IN POAN iNT INTERIOFE REBAre EEINFOEOING ER '5; ./0 A-HOUT 12 RIERE LARGER 5-1,09 Of FlfRING ARE KEQ,IRED TO Ce/ZE PIPING AND CONDUITS 3â‚¬ IWN .0 INTERNATIONAL FISIPENTIAL REaD REOU RED ~â‚¬ loop THE LAROEm 5-10 9 ZE Jâ‚¬ FIFETING 5 Â·=_L E>CEND THEE FU-L SURFACE OF- THE nALL_ COPE ..TH AND LE"T/ F+ERZE THE =Ule,Ne 00/,RS D/6 2/AP/le 13. /90/DE ALL ACCESS PANELS AS ~El,EE; 5Â¥ 60/ERNING COPED TO AL-L CONICEALED SPACES /01/5 A-T 05 EDT. Vit Ir, TYPE REQUIREP AITH ARCHITECT PR OR TO INSTALLATION ARCHITECTURAL SYMBOLS PROJECT INFORMATION SYMBOLLEGEND LOCATION: BURLINGAME RANCH AFFORDABLE HOUSING, ASPEN,COLORADO -CONSTRUCTION SPOT ELEVATION .-- DETAIL NUMBER ASSEMBLY LEeAL DESCRIPTION: BUBDIVISION: BURLINDAMIE RANCH AFFOEDABLE HOUBINe FILINe 1 PARK A P EL = 6 = CA[12Â£ -SHEET NUMBER Aql SHEETNUMBER rh T 0. PLKTE TOP OF PLATE PROJECT DESCRIPTION: PROPOSED NER 22' X 22' PUMHOUBE TO HOUSE EQUIPMENT FOIK AP-ICENT 4/ EL= 110 -01 PARK. ROOF TO BE A VIEAINe PLATFORM FOR LOCAL RESIDENTS AND VISITORS ACCESSIBLE BY A /N----BUILDING SECTION - ,----- EXTERIOR ELEVATION < TO. PLÂ¥. TOP OF FLOOR ELEVATION Â»4 lj~_ -YSHEET NUMBER t .3 1.= RAMP CONNECTED TO FROPOSED FATHKAÂ¥ AND EXISTINE BUS 91-07. '~ EL.= 100-0 -SHEET NUMBER -NEWCONTOUR /~~WALLSECTION \ tz@423/0/SHEET NUMBER ZONING & BUILDING CODE INFORMATION - X-EXISTING CONTOUR REVISIONS KITCHEN-ROOM NAME ----- CENTER LINE [36~ ROOM NUMBER UÂ»/1 APPLICABLE CODE HIDDEN LINE 2015 !/0 AND A\/ 9EGU TEVENTS /- -HE LOCAL BUILD NO PE=Â»ITMENT VICINITY MAP a â€ž- WINDOW NUMBER KEYNOTE E 23 ----- SETBACK LINE /53>f~ ROOM NUMBER E.X DOOR LETTER PROJECT DIRECTORY LL[ O AV BREAK LINE - BEE 6-EE- iÂ·--- _f'~-~Yw-~CV.' CD O A ~ - MATCH LINE ~fr~ ,_ =-~ l.Â».5.: 1=d//i/'T~oi~f~ Â»-+ 1 - - - - PROPERTY LINE ~ 0---INTERIOR ELEVATION ARCHITECT STRUCTURAL ENeINEER CONTRACTOR p .All, 5 1SHEET NUMBER / /OfE-rl CHRLES GUNNIFFE ARC-. FEE-O.......NEZE.......F 61 PROJECT NORTH 610 E HÂ»!AN AVE =0 BOX 3-/5 PLAN & SECTION .L/// .Â»01 '.Â· 1 -->2:74Â¥â‚¬771.*vi-lp~51.-*50:~-B~ 87 < ASPEN, CO-OviA/O 31611 GESED E-E, (/ 31224 c TELE (9-70) 925-5590 TELE -0,349-1216 MATERIAL INDICATIONS TRUE NORTH FAX (FO) CO-4557 CON--07 DODSON HAFFER EARTH MASONRY INSULATION CIVIL ENeINEER MECHANICAL ENSINEER ELECTRICAL ENeINEER OITÂ¥ OF ASPEN PARKS DEPT /- 04/05 ENS NEER,/6 OFEO.P RESOJECE ENeINEEINe O,21/ = 1 =r! 1=11 COMPACTED FILL %43Â»388% CONCRETE BLOCK 4%NAUA BATT 555 (EMETARY LANE #0 30,< 5=5 PO BOX 3725 ASPEN CO Â©lell 16/73 ET--U /O 51224 OFIESTED BUTTE, CO 81224 -ELE. (qÂ·70) 920-5120 TELE 'q-O; 341-1216 TELE- M-TO) 34q-121b POROUS FILL ./.,59 8RICK .-1.41 H:-:1~14 RIGID Illillilillilina-'31/"billÂ· ./2 r'*I:/6//m//Imill:likk.t 14~Aill FAX: (/10 q20-51/D CONTAOT. POPSON HAEFER CONTACT: DODSON HRFER 5Omle ENOINEERINO LANIPSCAPE ARCHITECT 502 MAIN ST. SUI-E A-3 UNDISTURBED SOILS 112 .1 1 4 STONE ~ SPRAYED FOAM CARSONPALE 00 a1623 0174 0- ASFEN PAR,2 DEPT Ato.FIEL 4/YA'll./.Immilli. DRAWING TELEÂ· (q-To) 704-0311 525 CEMET/Â«Â¥ LANE .EN INFORMATiON FAXÂ· (970) 704-0313 eFEN 00 01611 9*art*NE ROCK GLASS BLOCK WOOD ISSUE: DATE: TELE (To) 9.0-5-20 PD FROGREeS 01/22/le> FAX (q,02 120-5Â·ID FUED *IENDMENT 02/1~/1/ CONCRETE METAL FINISH Â£~~ 1,-1651â€¢- 414~~~7,~~~~~~I1~ ~ 03 ,/1 1/ 44%Â¥'Irâ€¢â‚¬1~ 1 . CAST ..6- STEEL IXI WD. FRAMING JOB NO, 1512 GROUT. LIGHTWEIGHT ~.1 .4 ..lt. 126,=3%/d -2 ~21Â·; 4'*-9///"Mi"/ CONCRETE 1/1 WD. BLOCKING SHEET NO. 1'211~ilN-~~ 1411. ft',U GLU-LAM -93*>42>19>29 PLY\ADOD Buf 3 ..11 AO. 1 j - it a .1 r I {p CO.P.4- C.:LES :UNNIFFE ARCHIECT: 91031IHOEIV 3=I=IINNAO S31hIVHO 3SAOHdIAInd 31/\1Â¥9NI-INAEI LGS, 0E6-OE :)*1 1 0699 926'026 131 I NgLS 03 NEdSÂ¥ 5 3AV NVINAH 16Â¥3019 2~19201680204 AM Im..8/2 Black Locust Siding 1/ - 4- - 1 . ; \ "6Â»it i \ . Black locust is durable, grows fast, and has a 50-year rot resistance. Black locust serves as an :0-/i)6 1 vi , 1 a Â·' 0 + A '41 1 \1" ., '3 44% 1./:1 S >124 ' I ~ -" alternative toendangered tropical hardwoods t. - 15'14. I ... I Â·Â· - 1 - Clike Ipeand Teak), chemically treated lumber, .iii i -0 \2Â· i \ and pressure treated lumber. - 5* /jit' 11 . ' '4 ' - t 131 //41. 1 N.,4 ., t 1 1 -1/ Â· 1.\/' E '/ /' \ 1 .91 -47 0 1 & lk '' *441 1 Â§ at I ..1 . . All'k'Â·1 f I - -1 Bird Blind 15,9,1 1 1 A...Â· 1 A bird blind is a camouflaged shelter used to 1 1 t observe wildlife at close quarters. They are com- 11 ftiti monly found in parks and wetland for the use of h 4 14 .1 . observers who do not want to disturb wildlife as . it is being observed 4 t 4 - 9 I -P I # re h ..4 Â»2 *0 5 1 .'lili I. 2)*. . 7 I , t. 1 2. 1 *A i *'//ell 'g-/4- r. ...... 4 , 4 ': * L.=24%- 1,0 . 1 1 + 304. 1.1: 13 e 2 ' \\ N. I 4... 1 -lib 1 . 3 i/' 1 VY* 7 Â« Â·2<:}7'It ,#t '. '/ . 2 '//%/'91 01 4 -u .1 12 0% r Y ' 3% ./4 4 4% 1 -â€ž - 4.' 4 .....1 k ../. ep '7 Texture and Shadow ~ ~ 2 4 L L .6 -21. 8 0Â· r A I .. â‚¬ I - 0. :,2 yjf. ..3.22, . ) . 0 7\ M ~ - - W< -:.... V F<b <r- Wood siding is attached both on the short side 3.P .M Â» 5C . .. 1./ and the long side of boards to create more texture 4 # 1 & 4 j ~ 1 M, 4 .1 ' 14* 6 3 * w f - f W 7 2 â‚¬ I.... .-4 7.4 $ i::f/ - 4 :11 ~ Â· -' lk..3!',~ ' Â¢jr q 14. 1 '' N ....11*- , - ft in- 4. 4,7*22: u,u - U - 1,1 1 r 1% 19 1 i re Â¥:R A. 2- : 4.,<10 #Atf ir#*: :4%2 .gyar .' ..1 ' . 1 . 4 Lc I. 4 1 ~Eff. *P/* ef Â·' Black Locust Roof Pavers , i a. 1.r ./, ... .. . . PC /. 9 +1. .'m' - C :31 0 .'* Black Locust wood pavers are naturally rot-re- 1-,94.11 - 1. -,4'.:C# ., I ... . . sistant fora 50 year lifetime. Pavers have a 3/8" joint to allow water to pass through. Pavers are .2.-:I VIL~â€¢-7-' ~ ADA cornpliantand available incustom sizes. 742Â· :~: , Â· b . j2,7// 2 .li ' 0-I~30 7/41* .1 2 j V- lib i. I INSPIRATION BURLINGAAAE PUMP HOUSE @. REFINED VERTICAL DESIGN @U 01 December 2015 CHARLES CUNNIFFE ARCHITECTS .. 2/19~OIS 8 02 08 AM , J \ 1 A, 0 .4 I I. I 1 - 1 7, -'/40 \'' \ rf)2 1 9 0 2 . iii i K-, 1 1 ./. \,I \ \C~- , 1 : /1 1 ... 1 \. :I / \\ \ \ -.. - 7.' 3 + c / 3 X P : A im 22 1.i' 4, r -0 0 :71 1 11 1 d f /1 /46Â« N \ . .. \ \\ / .Xess>k;F ,3 34.&1 f// /24 f /,/ 1 41 = \ Z t? / 3] ii j 1 /71< 1 \ 11 j \. I V 7, \\ f . ~ / I :>\ , rÂ« m 'ir>. \ \ 1 \ 4 1\ 4 1,3/991~\> 1 , '' 1. ir.4 . 41 \ r. \\ 31: - "um.IJ. / .. 2 I 0 \ ' z war' 6 . ' \ /1 N / -1 0, . 01'Lp / -Jk - 1 .46& 2 1 - K . ./1/, - 1 I .(. 1., 1 ./ Â»2 - 1 1 / *Il. 0 I., ... -\ .0 - .' .. t 1 - - 1 11 - L - - - <-A- pl .ri */ -Â» 4 f: 4 - 1 -0 , \ f <Wht m -.0 -I 8 x - il/- - 70 \ 1- I 6 - ftAi> 4 4 + - 01 - /499 N ./ le /' 1 I - 1 G.- Â£ 0 // I 'V.... I / 2 U,9 \\. '1 .// . 12 - . \\ I -[1 110 - X 1 --I tf' . '.1.- I /41 \ \ -7 ~ 14, f ': I O% ..\ A ' ' i,U % i f 1 J - I. \~11% 11 1 1"0 1 '01 111 i J r - 7.. .2 .1 1 1,1 1 '1 / 0 9 ./ WE . I I , .0' 4, , 0 '.. ' 1 61 9 , I 7/ / 1/ ....1/ , 1 1 -I , / , ~ .. , i../r I X / 2 I. . ' / . / . / , t *: I '' ' , I ..sNX 1. 11 , h. x. . r 4. / / / . - t<.~ ~ r..1-11, \ / ,/, \ , . - I,- M1 7 4.. 1 _ // M--- /0 94/ , Il / Vt Â· 1- ,' I 0 1 - ' ' ' 03 - . . , UU.. . I .1 9% 1 1 7 I W i i , ./ I . I. . 6 / / L I \.\ 11 8 t. JE BURLINGAME PUMPHOUSE CHARLES CUNNIFFE ARCHITECTS i 3 ;d*ma C 2~M 261 J u, 75 Â¢ O . N / 21 283 FORGE ROAD 8 ASPEN, CO 81611 610 EAST HYMAN AVE I ASPEN, CO 81611 I TEL 970.925,5590 I FAX: 970.920 4557 3 - '1 21Pliftit â‚¬ IN PÂ·lhO=1177/ 3arL.Lrl d .31]HO~, 3, dINNnt S31NVI0 /$/dld01 6 219/2016802 24 AM 9 (43 L i j t 1-1 \4/ 7 HIP.qu U,in:<~A~An w G ~ iN : ,r-F~R i i,1 9' 11' ' 4__04 1.1,1'Pll"I. PI'IL, 1.. 1 9 lofi}#6 - 1/ r.Â·-.- -#LA -- f *Â»70*8**fÂ»Â»24.'29*WÂ·..Â»Ottd\*.~S~Â®tkt._Â·.-''"Â»Of**405*Â».fÂ«Â»Â»'lf - -1- / 10 1/ 5/ 41 = 1 Y - r . 1 1 1 1! 1 :. %Â®f -Â· ~ '1 u ft I \I 1 1 1 1 1... 11 1 + 1 1 .-+T+S+JI-;+LOW ~ 4 "O : 1 4 ##.4 * LI..+ E go -TI 4 lt, '. .'.+.*.+ _. 1.L-% ILL. - J'-JEE I .4 LE '.'.+2.---2.2.-+ .+.'Â·L.-0 ~ ' -0 P 11 -1 -1 Z y 71 ----G'/ t. 0 -1 d 5 1....4 11 Iii 'ii i''i'- --- -i + + + â€¢' r---2 3 Ptl UÂ¥ G 1 71 E w e ....4 , 41 1 L. + Re 00 4 z 0 1 Â¢ 1.. . 1 11 ~ : ..1 1 r 1 . ''. 4 .+, r- -E . 6 02 im y 1.~ | I i . ,1 11 ' LL-ELLI _1.-1 --" E--~ 3& AU] U L ..11 1 ' :Lip - 93 09 2 01== : 44 7' _ i---1 ----IMir- 10 :.+ -\/ + + rÂ·Â· m->- ! 1: 1 l' 1 91 11 1 14 1 11 { 1_2-42 43-. i 1 ~ . :i . .Â·u_ i / --2-11 - . -- 1 -~L.....JL- .- || I -1, -Il 9 : an 1 -]El ..= !! i- 424 . r ---1-- .... - 77---71-1 npr--72- Â« i : :Ir 1. ~.4 - - - ~-- . " ~7- -tih U I 11 1 1 Uy 1 I. .4 -ZE' 1 - 1221_- d._Il-- 1 . 2\ 4,~1 , [*Fl~ ~I + -~ 1 +i--06-01-21-~, ~~ -F]-----~- ~~ -Li]-Al . -- 1=~Ii -1 44 1 1 111 11 . I :: --3 1 - T ' ~1' i - 1 1 1 4 tri -I==3 I ' it Â· -1 -111------ : 9.- 1 21 1 - 1 1% p -c---44-:j 1 -2 2 .- I.-Â· iL_IL _ 1 _ 1 IL ' | | 1 \ 7 4' -I '. li DE 2 1. E - 1 + 1 11 i IC \ 1 tr~ p 1[-7 - PE = 1 IN I. % r Â· 11 n 1 1 1 4 8/1, I. 11 - 148 I f _2122 - - W.0 i Z - In' 1 . 12:q I 1 -.3852 --ZE==3 42 1> 11 = 1 1 ZE- 1 -~---~ 1 61 ~---- -- 1---1-11 h " 1 Ill_ -1 .i. 1 ,43+ 1-1 - gor 0 M,#31,-~Â£454.,Â·~RJOR144Â».t,wfURI)\44WA3%4 --] 1 8 LAVA*WAÂ·R*Â«91:Â·: I,Â·*,il,lil . fu f 1 -11 6 # U) EMB: 41 0 -1 W 0/ I ip k I., I. Red 'i - l Nlp 7 % 1, I J I \ 1 \ 4 /1 /9 1 j 99 3. h gA Ul=:Â° inf 22'-O -- 41 -hz..1 - -#*-4 - m & /'Th 01 I l-al'J -0-1 i i [1 8[14.[In.[118.[lin n 1 [1 [1 ' I n [1[11[1 f 11--49 11, Jin . pT 3 \41 Â»< ~ 7 - - ~â€¢ U Â£ I I 3 -----r, - 1 1 1 i ! ! 1 - 4 9 3 79 3 L. U I L._.3 7 (/ 1 19 4, 4 .. (tf 1 JI ~ 1 .j .-42 -- 47&T & OIl 71---t.:4Â» %.- , ,~ tTI -' gf C i -~-11 ~ r- 11 =Â» f A 61 11 ./ i Z 40# [1' - - -- - g A 1 - 1 I 0 1 1 1 '-1 1 ./ , 00/ A \ I. 2 ..' r , Â® (( /i m _ 1 4.4 1 / < 1 -2% 4 131 -1 -Z 4 \\ i U' d p 0 -9 98 - :z:9 7 r-- . r â€ž0 .*17<-41 1r= Z - 1011=. 1 1 6 1 7 _90 - E,2,1 "- 'it -. l., 1 94____ B 6 #*227 -01, , 41< A I>'Wa . I [% 4â‚¬ 7 -1 446 QUU. id Â£ 3 4 1 Â» 1 0 / 9 7 4 z P /10 1 ,1,5 / 1 / / L- Ul[ IP / 1 ..1, 1 \ , ...4 4 1-1 / / 1.< 1, f--031\':=:11 I .1 2.-31, k /1<2-.t- CD / - -121 / 1 , ) C I / 7 4 9 1 =1 .1-1 == !090 1 , 1 --41Â« 1 , 1 n - n 11 1 1 . U.U U 0 1/2 ' d U' 1[1.01]1 8 Il ' ' ' . ' B y' 8 ' '' 'id 0, -IL-41- 1 0Â°~ U ~ ' ~ 0/// / r-b> I , - i Lk: 'n , / ..wo lt'., it [ UN ) , I hi ~':, / ' I. f ,+/ t- 1/~ C 4- di /2 - 4, Â£ c- iv 7 0 BURLINGAME PUMPHOUSE CHARLES CUNNIFFE ARCHITECTS ~ 1 11 1 4443 T L/ 1 20 0 ' - 1 . \1/ 11 / LE-139 CO k, .1 / -1 1 / /\41 &12{1 U ./ B 0 g 8 0 m : .BE J 2 i 11 J 1 -11 P h -11 0 9% R E 283 FORGE ROAD 8 2 2 : m ASPEN, CO 81611 610 EAST HYMAN AVE. I ASPEN, CO 81611 I TEL:970 925,5590 I FAX 970,920 4557 3 PLANTING LEGEND Ne ZON[EB Â¥ OTH EES AITH LCOUST 1 P . D I ,0 1 110 1 n 1 10 l i B 1 I N 10 81 1 8 1 [' 1 10 1 0 1 N . 1 91.q.op ,%1446Â¥Ak, Lut*y..* / 1 - -1â‚¬ 611â‚¬1 9Nllel><3--il 4 LI- , 04.14 ' N 1 14 A .4 .34 A 14.4 .4, Â·')Â¥)9%'74Â»*>Â¥VKA)4+ TOF OU -r O.L.U..9 UTILITY S POSED ACCE BY OTHETS M CHAN 220 &001 ON 133HS A 1. 183 1 / i k #.r-Il . 20-0 1/4 ~ 4 62X I~ 2Â·-0 Â· T Â· Â· 2 -aÂ· 2 -5 J wvw,l.cunniffe. com 1 .... 1 0.7 f I \JO Â¥ 4 1 tl[)-04 > }N[2-04 to-01 A-;1 >ChÂ»/, --- 11 -~ --- ~W_. 1 1 ]I__ <p, p#*k* e- i ~ 419%0 :94-.â‚¬Â·' Â·Ap '94-99-43-9)1. A., 2%f ' ' s65~0Â·t " 2* 5 '.p~~92, i I . /.7 O -5~'4 ~ ~ 1J | ~ OFIAVEL ~4 BALLIE,T Pre 11 4% 1 1 NOTE. ALL ELEVATIONS ;4. 500/IN REPREeENT INCHES OF INEULAION L _____- V.41/ 0 1 7 + 1 Â· -==3 Â£ W 90 V : 12. Â·- i -- . 1, ' 1 37-,--,i-/ 1 1/ 0 - 5Â· . TAPERED J INSULATION , JUL " " '1 i -11 1--01 21- k ~ A 19% .-.0 , 1 / /3 2 J 1 Â· 7- ~* 39 + 1~TILL- ini - 20% I ' T) 2 ./ 1 Al ./. 15% W L./ 0 - 4 7-4 1 +7 Â· Â· -- 1 . ,~ O.5 1/5 / I ) .~---9. ' Â¤3-1-:~- Â·-1 V--2 h | 15% -- 1--------~ 4 0 ., gilti 7/ la 3 4 1 .).-I , 596 f 1 169 - FOOF 0â‚¬-OH 3 ~L OFE\\6 . 11 1%:2\ /Al 1 1 1.796 , O-4 1/2 1 /.I 1 1 -1 11 -=3 - 9, 2096 0.8 1/0 i Â· -I' Up O -51/4 . 0-9 1/4 1 1 3.9 Â» " Â¥ . Al Â«*f I ,-W 11 74CÂ¥4 .,62-0 . dI jII-ju \ f 11-1 0 E=Im~ I ROOF PLANS 10-1 3/4 F2+L- 1 / IC~23!YE!2'ENT I 02/18/1/ I 1 1 f ~ JOB NO. 1512 - ~ Ch SHADE PLAN ---- Ch INSULATION SLOPING PLAN l2 1/2" =1'-0 A2.2 {p Coh P. CHARLES CUNNIFFE ARCHEECTS 91031IHOhIV 3:I:IINNnO S3-IhIVHO 3SAOHdl/\Ind 3IAIVÂ©Nllk:InEI Z99,026'26 D*l I 0699 926'0Z6'131 I L L919 00 'NadSÂ¥ I BAVNVINAH 19\/3 0*9 L L91,8 00 'N3dSV OVOW 39hl03 Â£91 316 802 29 AM /1. a h ,/ P.\\00\ 44 41 /422 \ .4 4 \ 4 D./ 0\4 11 1 grop Bur'001 EXISTING 89 f n I n --7 RE. 3-RUCT,Â«AL FOFE | I www.cunniffe.Corn RAMP CO./.N CT- 1 LOCATONS ... . L_ 1. < PUMP HOUSE /OOF Id lili - I 100.go nmEmENnF~--PIr lili ----.-7 ---- 06 - - 1 2 =/2 1 1 11 -Â»1-13 _1---~ PROPOSED nO,9\6 57 A ~UMP HOUSE 7,4 mi-9 OTHERS FEOPOSED PUMP HOUISE AD ACIES' ./.0 rh SITE ELEVATION - NORTH '3, 1/8 11-oIl // //6 4 47 1 /4 U N n <502 .Â¢ ' T- ~~~-~~~~- - f 7 1 / / 1 1- - E-:el<- FrOPOSED HOUSING 9 0/HEES EEVONP j'I / 1.*55=---- 11 / 1 -~ 0 LN --1 53r = --~- - r,E - /. = 23 / 1 113 lEi - / PUMP HOUSE ROOF ~ L.* Bue STOP T.O. SLAB3 . i mer'.42--Lb,T[r[TOT I ----- 100.90 1 I. GPO g r e 00 LU EXISTINe 5,5 STOP EXS-\6 9-5 3-0= RE 61-mUCTUR/2/CI CO --Â«4442& 6.- 2Â»1/ 001-Vh/IN D E~ PUMP HOUSE FIN. FLA. LOCATIONS -O-/,/R PUMP HOUBE FIN, FLA. 2 ------- -F2.Tv 0 7 ego PROFF/SEP FUMP HOUSE PROPOSED PUMPHOUSE AND I ACCESS .AMP O- Â® SITE ELEVATION - WEST rh SITE ELEVATION -EAST ~ 2 1/8" = 1-0 1/8" = 1'-0" LU <C 0 Z -1 e - 01/22. CE D CD DRAWING lili ELEVATION' ISSUE: DATE. FUP AMEN[yMENT 02/10/le ~~ 510 FAEFC,KE IX TO. SLAS I I lim ..-1 .V= ...../.0, 6. 7 10107 -- 9 . 03,3 V JOB NO. 1512 Ble STOP T.O. SLAB d|~ PROPOSED . HOUS'NO 57- Iqod--7- OTHEFES ROPOSE E/STINe BUS PEOPOSED FUMF -OJSE SHEETNO. FUMIP HOUSEI STOP AND ACCESS RAMP BEVIND ...... MAILBOXI.59 rh SITE ELEVATION - SOUTH 1 MQIE ALL ORADE INFORMATION 15 SHOPPI A3.1 1/8"= 1'-0" FOFE INFOP/MATION ONLX. FINAL SITE ORA[PING TO eE DETERMINED 1 FARKS PE/AlqTMENT AND) CIVIL INGINEER Q) CO.PK.H 'hARLES JUNNIFFEARCMFECTS R S1031IHOhIV 3=I=IINNnO 93-IhIVHO l994 0Z6'016 XY:I I 0699'9E6 0Z6'131 I 1 1908 00 'NBdSÂ¥ I 'BAV NVINAH LS\/3 019 a~â‚¬)M 3~k~dd~ 21/201680231 AM 2/1/2016 802 33 AM Fk~ 3 ~ 2% g Elm 16 1 Â» ' IN:~ 1 z i 68 -- ---1--- 611-3 -/ *0 UU .k 1 MA G m 1 m 1 91 I h 7 li m -111}1 0 0 I ". fum 1 1 f: 71- 1 47# . Id# 95 8 1 m Z 4 01 I I--------------1 , 4-#4&.#04-â€ž '1 i /Th i - --li'LiÂ«TE~ 11.9 ~lj /1- 303*7- 9 I f' i :- i : 14Â·-O' 7-3 1/2" . ACA W. m m U' tp 3, Z23% NA 0 97 3, 0 I li 1 0 1 -9 06 - illl 9 -A UJ N 3> CD Â®Â®@Â®Â®E ..... 46646 m r r 14 r I n m , 111 Op (D o 2 2 + 2 feeee 2% 815 2 2 5 I R 6 i 161 122 2 08 2 2 : 2 & | 8 4 6 * J 9 2 K r 29 2391 1 5313 -B e S QU/4 li h" al T %1% 8 , 1 11 f 4 4 m ETT~FTTFI BURLINGAME PUMPHOUSE CHARLES CUNNIFFE ARCHITECTS ~ t: I lai 111 4121@1 4 31 1 ~ 31 Ill 111 'MI ~ 4 12[ III m 1% 1 W I lilli *1%13 1 1 283 FORGE ROAD 1 1. 1 1 1 1 31,1 mi 1 ASPEN, CO 81611 610 EAST HYMAN AVE. 1 ASPEN, CO 81611 I TEL 970 925 5590 I FAX: 970.920 4557 el 1SV3 - NOI1VA313 H1OS- NOLÂ»0011>GA 3Â»11-NI IHefla 13149/ -TillA 4 F DTH, FULL LEN6-TH INS MTH TO slo,311,40Hv 3 3 jINNI,0 931/ .0 .. . ..3 11 i 1%1 2/1420,680235 AM 1\J 0 0-1 . 1 1 m 1 - m 19 1> 6 1 m 1 fu 1 - m '0 6 1 Ig m 1 U MT 1 m 1 2 - 1 1 8 1 10 1 ~ iti , 17 m 1 1 1 1 E---------------- 1 /In c 1 0 9 M. m 8 8, , i 1,#&.6===./**/=.i 2& 1 a. 1 M i 1 ----- 90 69 Â§ p CLJ 3 M 1 9 1 .UY - -1 1121 mp C 1 .A It El -7 Â¤ 3Â» m ro m OJ 1Â»4 W i CIJ 1 0 1 0 m 00@00 U} ..... 46646 I r-r... 00009 9:979 0 2 32 2 2 2 2 21:2 S99%9 22222 2 2 1 2 i 1 1 1 -9 1/2- GLI 4RM 44 Q 16 22 I I 10Â·.O" k> 14 -0â€ž ' . 1 39 il f GB 18 Z Ill 8 i. 8 4 N 6 :V * 0 -11 Z 5 -0 BURLINGAME PUMPHOUSE CHARLES CUNNIFFE ARCHITECTS J loo~ 1 -1 6 1 1 . 3 283 FORGE ROAD ASPEN, CO 81611 610 EAST HYMAN AVE. 1 ASPEN, CO 81611 I TEL: 970 925.5590 1 FAX. 970 920 4557 3 â€žO-1 = â€žE/L â€žO-,1 =.2/L HlbION- NOI1VA313 1S3M - NOI1VA313 rle-04 re-04 C'INAC~th>L *7 Aâ‚¬ 14*/00/0 1-VION NOLLÂ¥001 -LNEIA .1.99HK 2~Od G-IrÂ¥-LIZ NOLLWOO IAOdâ‚¬NK/O ~ 99Nh/Vhkl 190 810 300Nival _C \ ~0-104 1Â¥ 9//94/ M_ FNALL SECTI ~ cULL LENG--4 BIDING FIN LENGTH LE :alva :BASS H dE,Ind 1133.ENNA09318VHOilâ‚¬)I~AdOO 0 E-fl ZLGL -ON 80< . SEESHEETC105 SEE SHEET Cl 03 - tte/ 05 5L---'<J- '/~~' PHASE I EXISTING BUILDING Af 1 - , (TYPICAL, 3*~ 1 ~ ~i:*n<. -- If-521*Rihz:#59.2.2C-- 1 49*EP'. / ~00; /- 3Â«--/e-- 0 ~'E J. ru #934*Â·R'plpÂ°~ Frt,i: 7.-A . -00"k'â€¢ / -A<~1 -~ 7- / 19 --0Â· Â·0--f~#3~30'â€¢iq. 1.1,4,6,$1 r le?r 012,13#L -UZZL_~~ Lei~'4~~~Â·-,-~~~~0~Mil\111\IG Sl-OCI<~~ A(i) m~ ABCHIT[CTURE < 3 295 -' Mi 1 -I--ar ,-Â·' WIDTH AND 4 1 SIDE SLOPES 00 1 1-1 A . PARKWAY -Ay---2.-1Â¥3>.43\..362 ">fl~ ~=4~j>4~<'A | CLASS 6 ABC (TYPICAL) ~ ~. -- /100> / 'AÂ¥" DIE BUI11}INGS AND ASS@**tt' ~ \\9Â« 1 7>~1~irtÂ©:RA) -~. ~t, ic?-fl'C %- t -trn - N-- -=--Â»->-Â°Â«- ,&3 e. s - - r -2.7\ 100 1/7-Â©C) 7807/734 / , V. r- ---rÂ·===2*14Â»=1==764 0 Suite 2054 4-Â°3~ f --_- /-- Â»ip-I=314-5 -Â« 41'' Â»ff. 1 ii&22 r\~~= 7 .Ploos..0 / 1-IMA p - v UL==.7 1805 29th Street f - / 80- /19 I.,12-S--- -.64 A-- , ' 16 - - -4 -2 b ~ < phone 303 449 8900 -1. , 03?r - CONNECT 10 4 * * _ 1 1-3 00.1/ Ill -4 7 0 SOUD BLDG Â·9*DRAIN I , r -- ,- 6 Boulder, Colorado 80301 (SEE SHEgr .02, _ I /S.-2-5- I -5~4 % Dn,2432-% ie#kk:=rep@v.LIWPI - ---- -Â»*=&=,==136 - /.00>A LP,5 PRIOR TO CONSTRUCMON ,~SO>--i -- a h$L: ct ...deffzil./\73.,1/ 1 4,44/-, \ O A - - ..t C./- 7890 s /'Al. . ral .~-Â«7 1,1 -4 - AW -- ~r-h~~tÂ°Â°-4 ,NS ~~t'~~~~~~ ~~~~~~~~~~~~~~~ - A / , I ....1 u ./a._6.-2 4 k Â® 1 , CONS ROCI N .19$1* Al~ 4- r 94 0 4Ek -- I ir,1 - /Â·0\ y * S nÂ« =-CONN~SIJON TQ EXISTIN*QIÂ·e* , , \\3.--- ~IR--~- 91 ~03 v I (TYPICAL RE ARCIi) 23% -i~ ' -- /~ , , . - - / \ AM+00 k =S<- ..r 94 CARPQRT , --11/ 9 - 0 -1 - ' I .4.- 2 - -- - -=71=7803 , ' 1 237 - 7 /\2.-2-- / -1 - =th -1,1. X , . 0':....''~~'.A' .:' r . .-- Tow-99 0 2 6/i SAWCUT REMOVE & 0160.OF ~)/ . - / ,aylv,ovEA,0 q ...2 . - THE CITY oF ASPEN 2-1-47*41- 1- ' EXISTING ASPHALT CONCRETE:URB Â· J SIDEWALKAND PAN To OMITS SHOWN.~ \ _ _ REPLACE TO MATI'*EXISTING t~~ ALPINE PAVEVENT SECTION AND GRADE \\\ fop 1-; O 1/ eKS> 7/ ; :/ Bus/TRAspÂ·UMPOL / /<423~~~~ K~7 __ ~ ~__ // t. f . N FACILITY 9>\Al, ~ - 82 /4'. e#.gi_c.t. .4'1' 'h-' j r . -I / ve'\\17 ./. \~><X>-'L ~ __./- MHASE I ~ < 63 , f. 23- A UP f/,6 .\. %04</ //f -- f --7- - INslk!-~~~~aa@ 1 -:7 Â· 1.-A:/- - -- --- , 'Ch 22><--Â»91 k- ---- .- EDWARDS BUSINESS CENTER - - 2_3Â« - --34510 USHIG#/.6 UNITA9 -- - % PO BOX 97 â€¢ EDWARDS CO 81632 $ , CONSTRUCTROKDOI~*f 1//4 \ 4--'. I CONNECTION TO EXIS-UNG Sm -- or w. - 1 4 ADETAIL@)SHEET 0501)\ / 4' . \ O 7 -~ 1 / 4 < r- * i #' i~~ ~ INSTALL STORM SEN'#R 2 --1 / ./ 613~~2~~~36~e#pl#,c~~~4*~~=p4,*.--,~2<.-~.f/~ . .BO. -. v 72-.- TOW , .0-0}926-33.3â€¢Fl(970)925Â·3390. - I -- .C- - I.- -- --7- P -S- u â€¢.16 - - - ~ PROPOSED /41 BOUNDARY CLU -- - -F'Ply.1 - 2 -- O- 22 1. . 860 - - - --_ RE C3 SERIES SHEETS) 0 / 1 \ \ r L< 6 .C> J' 4 Â»44933>~:. :-----03-z--4=4 1 2, 4. y:R UU ..1.3.11 -1 \ -- ./ 7/.97:31 1 $1= 1 + --- - 1 0 ' / 987/ i ----- - - -- -- -I- .-- - .li- - .,pr.140 / /, 4------ -ZTra,444 4 ,+ -- - 11= ----2 --- --- - - ifi ' ' I INSTAL. 4 +EXSLASS 6 ROAD BASE Fe '40Â«,0 // 'P.owility'EV~7/: /:3 201 Fi r-34Â£'. &2 ' ~ - - ---- -- Ii.- . -- -- ' i ' POND *CFESS R.Al ADJACENT T / ' m - - I ~ . - --- 1 -- - I- ---+~- I --- ' 1 EXIST!* SIDEWALK' MATCH Elli X i /717 //.7// \ J MAICH EXI~TING SIDEWALK GRAD T , -v 1 Â»' it /' ---- AIMP HOUSEWITHWEETWELL - - -_ -- .- - - -- -- 22-- -- -- -L â€¢/' ' rt TOP 01: G ,,>f 1 '%11 4 / h '' 'L ~ / 11 // : 1 14& / 2V/<t / ,-1151_-r--Â·-Â·--'~f,~~ Â·~ I 11\ ~ \ kvkr i ' ' -- ------ -1.-- - - - (RE ARCH MECH STRUCTUB~L _- - - -2.--- -- -%3- ----- -2.-'Z---- - - -- - - d '11' 4 ~ * uil'i', ",4 3-4 '-7 ;1&*J,'/, , 61'i,/,; ,&111RIGArÂ°HRIAT .-E-4-=UU=-4-223353â‚¬â‚¬Â»L- 9 -0 - - =- 3 -2.8 --- 6 ' 01 -444 Â£:7 ' \ ,--n tsÂ« 4 J A %--4.X / 4, / - >> - .~,; ' c~r.. _ - 1 1 130 , _ Ke , ., ; 4 1~ 4~ F / 1 16*9 1 6"' i,i ,Â· - ---- -#%6=2=====----* / - ~pNSTRUG3Â·2"9IE GRAVEL BENIA , 44 I >,v / ,/ ADJACE,qfTO,EXIST SIDEWA6K FOR /- PgNO MAINTENANCE,ydEss 1|" = 4 '452561124 5'Li"'44 *'>: 92*TI 4,16 )) T i, ,, ~ .. ~. _~ ~~ ,Â·2-1,1,3~~#jf> 2/ // ,71,1 , / 1 4 .l J ~9 \\1 I - -- 1/P tÂ·.1~ ~~ ~11~\~~1' '11- - - - I - - -- 1 /1 - %- -1-- ----- - -- - I - ' ' ' ...~ -,/lwliLL Top 2 /Xmmus INST8LC - ~ 11 ~ , ' /'-1446OF EXISTING;,w'HALT "PJ ~ ~f , ' '~Â»Â«Â·7iuÂ«'6 f jilt / 20 ,J,j y PON.7 l INFR NOTES ' /7< CURB ANDGUTTE#AEO.5.LAY.. 264 /1 /,Â«4,7/1 FOR POND ~ ~,~/2~,- .;Li. , - 2 IMR WILe.1- IHILIBIOF.A li'!IN 0 18 DEROPERMEDMIRCLIAN , i' > 1--Â·Atl li 'h 44* i .''I AND MAINTENANCE OPERAnONS & l H , inil, 1 USE FIRESTONE Elli 45 MIL THICKNESS GEOMEMBRANE LINER. 11 1 SOIL UITH FIRESTONE GEOTEXTILE PROTECTION MATERIAL MUST BE APPROVED BY / , HI GEOTECH AND THE FIRESTONE TECHNICAL REPRESENTATIVE , 3 COVER MATERIAL AND LINER SHALL BE PROTECTED DURING REMOVAL OF SEDIMENT y ,... A I.J L / P, /1- 2.9,1 ,~ r , 7 , / \ 2 1 0/ , -7 r ,/ / INISTAL #POND LINER'/i . A FIRESTONE TRAINED INSTALLER SHALL INSTALL POND LINER SYSTEM - - 02\ . 4/7 . 4 -F 4 AN UNDERLAYMENT OF A FIRESTINE GEOTEXILE SHALL BE PROVIDED . '.) f - 1 1 liD TO LIMITS SHOWN'.SEE 1(19TE5 hl/ 6 CONTRACTOR SHALL TAKE NECESSARY MEASURES TO INSURE FIRESTONE 44 -%654.67- , -9 K . 7 / 1 1 1.te, / 3.4.: .0 / 1 ......1 - & 7,%9- .7 >;FL .\â‚¬50/ / .6.1-b -/ -- , , t , , 4.---C--2245 * $/- ,EP 1068 0 *6 9 , 2" ''7'~9~tuZ~Mit'L >42 , - -IN Ll SHALL iNSTALL LINER SYSTEM PER THEIR TECHNICAL SPECIFICAnONS GUIDELINES 05 U) / e,64$ : :SHLL, FORgN~RJNFbrl/'i ' PROVIDES WARRAN. TO OWNER JAN-11 '- T*LAfiQN's;E JFICACTION' 7 CONTRACTOR SHALL ADHERE TO ALL MANUFACTURER RECOMMENDATIONS AND . THATMAYOCCUR D I-/W' --24.- AND INSTALLATION GUIDE <C -6 1 I. .fl 8 PONDLINER SYSTE' REQUIRES RE.U.R INSPECIONS TO DETECTANY PROBLEMS -- , t. I - r , + ty r 3 CONrRACTOR TO OvEREXCAVATE ALL MAN-PLACED AND UNSUITABLE MATERIAL AS 991. / ap<: Â£_178l / .. l, L- 742 - 4.51 4 /0 I RECOMMENDED BY GEOTECHNICAL ENGINEER. PLACE BACKA MINIMUMOF 12 OF CO -3 33_-- 0. 241,+ 1.' I~77#:9521 ~, ~ov Ga~i Lili l,(JitÂ£,19+4.b~.':-1--2Jpeafthr<51951 4*#. t'Fi ':~tÂ«'fF .M SCREENED ON SITE SCREENED MATERIAL COMPACTED TO 95% STANDARD PROCTOR - ' I DENSFY NEAR 2/. 0. OPT'll.'MOISTURE CONTENT '11 - --- - \ --- / 103'fs(&.Xf&L)' I c -334Â§,fE#)4034<427r 1- -34<2 wi-: \ /,/,0 2Â« . . 4. 9 f ' -Raltâ€¢-8 &4-44 2%/ 3Â£.~-24.-2 ~.-U&~-Â·A- \ -. try- 6~~~ 1' 3~i_.__eROPERTY LINE---~~~~~~~~~6T------882TU-77gil1)9 2 -4 2'346> - -i- - 7~ - / 1 Â· A'PEALT--- - --- -C=~~23*z~_ -3:1792-~LE:-2Â¢----=- - / 1 ' - POND 2/ LOCATED ON ANAREA THAT WAS USED FOR DISPOSAL C REVISED PARKING AREAS WALKS & / 97, 14/99 --.-7-.)- AND UNSUITABLE MATERIAL PLACE SELECT FILL MATERIAL PER / PAN & MOVED LOW POINT OUT OF WHEEL -21 O .6 ( PATH ADDED BOULDER WALL ORAINS ./9 GEOTECHNICAL SPECIFICATIONS - DO NOT GRADE OR ENCROACH ON70 TOW-9407 , 5 ACCESSIBLE ROUTES FOR ADA COMPLIANCE OF BOULDERS AND UNSUITABLE MATERIAL FROM PHASE 1 CONSTRUCTION REMOVE EXISTING BOULDERS MAN PLACED FLL C R'viSED PARKING AREAS TO ADD CONCRETE ) - - 4 PROJ NO 809003.00 CP /- -* ,~~1 Li ------ / 1 ADJOINING OPEN SPACE PROPERTY CONTRACTOR TO COORDINATE - - FlARE CURB AND .'' , WITH HOLY CROSS ENERGY FOR DRAWN JEC GU...Mi: *: ..,- .,-%.7 A . 1 : REMOVAL AND RELOCATION OF - - =-- - - CHECKED GLB GRADE TO DRAIN TO ' ' . ~ ~/ . j EXISTING OVERHEAD ELECTRIC POLES - -- INLET : - DURING CONSTRUCTION TO ALLO. FOR -- , CONSTRUCTiON AND PROVIDE ---- APPROVED KAK i , ADEQUATE VERTICAL CLEARANCE N \ 5 I 08/31/2012 / 1 FROM LINES ITYPICAL) DATE , *Pt-1 ;.. -It S PLACE 4 OF CLASS 5 ROAD BASE FOR 1 . N THE POND ACCESS ROAD AT 12 WIDTH REVISIONS 02-15-2013 AD-03 6\ rot / - 7789-- , '' 6..6.04/3>43//3 \ COMPACT TO 95% SPD \ g":2241*.%~ / 99Â£44 - - j \\ A .4 \\ '' 0 ,/ 0 PiTKIN COUNTY i ' .. , ROI: _ _ -- -- (OPEN SPACE) / 39 , ' 1, 1% 4 > N 51;;8- Â¢ DZ ARCHITECTURE BURLINGAME RANCH , GRAPHIC SCALE f Â¢ # 'J ii '1 2 ' i .- 4'.0 A'Mh' '' /1 21, NOT FOR CONSTRUCTION '' 0 20 40 80 I...5...... SCALE 1Â·- 20 A-- 1 :;1, 'I' .\ - 1 ~ISSUED FOR FINAL PUD -V.. - --1 '/,1 I h ./ ,;fj~Â¢0, ALL WORK PERFORMED SHALL Modifications to these plans / X\ CONFORM TO THE COA ~donotrequirePUD I modification, but will require 1 STANDARDS FOR WORK IN THE 4 ~ Building Permit approval "CONSTRUCTION & EXCAVATION , -R>- I. ./ - 1 }1, F 'f<.':,Â¢ ''4.,#I lili it : ' t, t, 1,111~1, PUBLIC RIGHTS-OF-WAY" -- ~ ~ ~ ~ ~ ~ SITE GRADING PLAN liNT / I 65 - . I ....927'999.to/ ---f'J)*Il"**+/J ' ' ......:. ROAD FINISHED GRADE PROFILES. 1 11 L,t\\T#SFZ:Â«~C -;*tly)â‚¬*03 SCALE 1'=20 4 :' //Â¢42 49 / 0 % -1, It '. ,'It REFER TO C2 SERIES SHEETS FOR PAEPCKE /4 TYPICAL SECTIONS, GEOMETRY, CURB ; SHEET NUMBER 1,1. ' 1 "Trjt,1-316#frjrz'*lutrhgOA / ' 1-4 RETURN PROFILES AND SIGNAGE AND ~ 1.1.11,1 1 '.1}1 STRIPING PLANS 1 1-4 218Â¥tÂ»ix Cl.02 - ~ SHEET INDEX MAP - SCALE 1"=500 . -1 #. 5L1.f : f 9-4.-Lith,ZI~.44'93 ' HONÂ¥8 BINVON I 00Â¥230100 'N3 ACOA,~01*/.MGÂ«)ADGWING* 2/1*1' im/AM -ak. C : 644* I -,r- \ \ \ ' ' #3='1'i'' ,___--aPSÂ·3--41 \A \K,4.2.-tiTow=03 0' AL\ TOW=98 0' /1 *'~3 -)2<JA*,29~*tiaf,E)*r- - * 3-.2,\ , j# .07 , 1\\ 4. ..,/ \ 1/1-4 -,4 ./4/. <E/+I J,zÂ».Â·- _.Â·- -, 5<34 I :M -Y-5 : / 1 \\/L ' I \' (-1- \ 1.-1 E-97 q \ \ - -1> A P% 7 , U , 5-41- , 2 -4Â¢0854 \ - v f 1.9.5/dvs i - f-- .ft.i~p<'~~ A A \ A' 2-'-32.3.142Â«41403>40=ILE:~*1 ~ 1 -,- -94-3 44 /\ 631-113 ir-< 2 --7 ./3 --74 0 ./ .., \\ -7. , '12' ./ \ ~ 2 _12 .k.9 ./ .-// - 2 /6 / 4 / 1 1 .1.1 44,1 71 %1/ 1 1 , ' mrttk~ Thiftirt'OLE - - - *04.- N A f ARCHITECTURE 2 / ~ *72 ~ ffit__j ~ SEE REBE PLANS FOR PROFÂ« E 8 , / 2 -1, t. ' . - - - 1805 29th Street Suite 2054 h \ h. 1/,9, 11 4 :4 7>* Y Mill:: i ~AN~1&52 Â·Ammug Â°='Nitos. OF <POND SUPPLY UNE 1 -1 t.; 1 90.Â» 2.1 - 1 J '' INY.IN 4%=88.N . K '. Boulder, Colorado 80301 IRRIGAION PUMP biGOSE DRAWINGSÂ·FOR CONTRGL i,/ ./-. : . 4 V , /2 ~2<\ _~ K.=49*~ '>4- / C -13--1 --9 th. S\ 4 / 6 / p.-/--It -1 2 - '40 .'*x *~~-Â£1 - ;AL - - â‚¬z CIRCU,I E~'5.PRFvAL ~ phone 303 449 8900 a 1 4 / & 4 HOPE B LOOP 4/ //1 12< A V 1. , ;: -\-Ii 2. - // B \6\% Wrn, 4' IE / .~ h:'X-' ~ . - - XEr TO'- . ' L Obs-\4 \4 4 .1 '77/ 7 - . 4. <â‚¬ tÂ·> ~ /3.9 4/1, jf,4 __ 1,1 -- 0 /-/DAg;Tiv~~*,4,Â»q,r,75 - - \/< \ - - -- - 4 -59 hs-1 BOW- 60 Ng . L_I IPRASED IRRIGA'00 WAIN REF i - n ' - f . -4 1 - f< , I -' . ....... - 4 / / 15 1 4 1 . .- % - , t . U .9 . I Â¥ 1 THE CITY OF ASPEN 1% / t Â»<>'~ ~- ----- - 22:~-ke T* : -F , ~ 11_4il& :23:122--4 hÂ«//1+ : , kl f â€¢1 l \ / -' // -4 ~, 4 --'RR....t=Im- '--431 ///7 f'' 9 / , /rÂ·r-JiNVA lor.7787 0' ' / MANHOLE TOyUMP STABON SWEEP UP U 16. -* I. / I. i , - I~ r * U. 144 . Â·\/4 7- / 2 th 3 ./ - 1--2 -- -=r -#, ,--- - -2 -42:bar -0039<FL_1140.9, 31 4 '//, 9?f&291#MEd'u~73______~r-=-_Ub..~-1-7~44\~,~~~ =~pl'%'E 9 -' , .-r , , 2/ . / I / h f I IN; 1 I -* t, 'k , ~1 - -- h..EPE-CiONCRETE Va,Ocm , B.& 1 N . -- . - - f~f--~~*~â€ž*~IN - 4*64 /- - - . I MI %% $1 - \ 4,4 i N,11 / / 1,/ . J P PENETRATION THRL - 1 i, , 1 Ip x~)/ J /_02:w,TN~MAmk~D~CiA~~6~' .- -73 ENGINEERING INC I ... /- - *~~IED AREA-INDICATES 1--0'4pg=-ma,f.: aso-<43~11~ / 07Â»/,3,) fÂ»27'' 46-,1 '02=2 -- 2~ / ,/~~ PLANS) AND SEE DETAIL F. (505__--. - EDWARDSBUSINESSCENTER V RIP RAP OUTFALL EMBED BOOLDERS - ~PICAL,FOND SECTICNQ 1 ,AROUND BOX UP-TO TOP 0 + /- V / ,",/7 ~ /'. 2 OJ ; L 99 n:. / // 434 9 -444-3 0 Nk~ h ' 4 + TO FLOOR DRMN 1/ .2 **ak 1.SN=212%~. e SDR--35 Pvh \l-1 i l EXTEND r DRAIN (FROM C IRRIG) AND 34510 USHIGHWAY 5 UNIW 4-1 I/' 1 . 1 - PO BOX 97. EDWARDS CO 81632 f , 4 2.4 - 9/ ~ Â« (gi J . .P/970)926-3373.Fx (97'I926Â·3190. 1 2- ~ i Xy ~r = ' ' . ,r"PE K COPPER OR ' i' . 1/ ' tAi 'l ' < 1 " /5:2-12-7~2tsE -2 V ./1-31â€¢l~ALL RFRAY-GUTFA i , 4 242= 2) 49 4 /|EQUIV PEX TU81 G -7 ' .1 5 :d. 4,Al . DIAM 7/9/ \ i --- /1, 10 1 . 9 (~ FI IRR 1 1 7, Af 4 9[ 11 >F Â« 3 1 - . 1 7-7 /0 ~~Â¥TACHED ~ROUND EJOE-/ STRUCTURE , r ~ ,*< AISTALL DI*ltlfiÂ¢ 66Â®*Eft'/~ . ------ .UNER'AN[kGEOTEXJILE,FABRI TO BE: . - * 2, 9 Op,i. 4 L' t, ; - 77902 /42/47 BETWEEN ST P ANVBUILD , I ). |NST'119%6045*/ 4.15,9i -- " 9/ 1/ *: / \ONÂ· 1 .4 1 i p PER BESTONE SV I . I / / --WI. . .Â». 4 /, ---- 86/ -__-___- 111/ : 4/0. ./ 4 2 , h - *, 44 >p iÂ».-'-_jeqk- '' 4-~~' ~ ~~ ~ ~ ~ A -- -i--.I- - 1 2/21 1.1/ . , 1%41 1 9 /1 .7/ - \ 1 ---- -- -- r.-1 /1 1 ' ' 4.16 f,2 d / , I> f <C 914 1\ NIA . 311 / NE # Vr , 19.- 1 - I - 44 c > mÂ» r .9 ' -ip ,\14%' 44>940-21 / lYn IR 1 - - : / PIND 2 L'NERNITES Ill 0 < lif : h::5 ::pi~ v I.. t ~ / to<~ i<Afeflit?idl ---=gr~w:pu2, 1 463*.-' ~ 4't' 3' i. - (DETAIA CNoi )/ ~ 3 \Mf~*' ii ; 1 1~SE F~RESTING EFDM 45 MIL THICKNESS GEOMEMBRANE LINER.. ' - 1 *00Â« , -:58&*2/ / )*2&0- / / 044 + .... Soll WITH FIRESTON~ GEOTE,(TILE PROTECTION ~ - ~ 1 Â»1 1 / 3 COVER MATERIAL ANDLINER SHALL//PROTECTED.ill' 3 -ZIÂ·Iv 'L /' 6E--I 1 IT . 1 14 3%*2<v'* 01 999/, 2 COVER MATERIAL SHALU BE OF A d OF 18-DEPTH oF SCREEN'J ON SITE .1 -AA <O / . r . AND MAINVENANCE OPERATIONS ' Â£ , , 4 AN UNDERUYMENT OF A F'!kESTONE GEUTâ‚¬XT,LE SHA-l LL 'Po 'rED - CD \NOJ.f/: ; h <Â·N%3771 ' & ~ r 5 AFIRESTONE TRAINED INSTALLER SHALL *STALL PC ID l. '[7' i ./.M' ' -. 6 CONTRACTOR SHALLTAKE NECESSARYMEASURES,alÂ·IL'I-E 'IRISTIFE f z LU / , PROVIDES WARRANrf -FO OWNER ' - it . 1*f T ' ' S-LINST-LUNERSYSTEMPtRTHEIR,=- 111: LO Er-ICATIONS GUID+LINES DRAIN 1 4*f % , / '05* 'A \ /1 - COMPACT~TO 95% SPD , j . 31 ' 7 CONTRACTMSHALLADHERETOALLbANI,IPA.-TU--,er.:&'IUI.DATIONSAND w 1 0- 7.1 11/ I 1 IC '1 , 9 2 1,111/ 9 1 . , I f # 9 COMTRACTOR TO .VEREXCAVATE A 'AN..A AGLE MATERIAL AS D , #v. 8 POND UNERSYSTEM REQUIRES Acl 1 AR INSPECTUNNS , i,ETECTANY PQOBLEMS O/ 9 1 le.,1 1/ / /<'JJ f '* ~ U~~S~f' 1 // ff 14>ff 11 ~ , d AND INSTALLATION GUIDE 1 ' UNSUIT -- - I. I. 1 THAT MAY OCCUR. , .=94 0-44 -1/-- 1 â‚¬ I . > P ' 24.:"7 / / , RECOMMENDED BY CEOTECHNIC;'I LNGINEE;i p~c~CR AMINIMUM OF 12 OF SCREENtD ONSITE SCREENED M' TERIAL 'IMPACTED T. . ANDARD PROCTOR CO 10. . 7:.: / A , , ./ \ " 0 7- \ ,- ' 80*=50. .rv //fla- -~ 4 //792*.Z ' 940 1 . C DENSnYNEAR 2%0FOPTiMUMMOiSTUFL-ON. VAX /7,406Â»6>Â«, .1 (00\ , }rÂ· _ I jr 1 1,/ 1 1 \ 1 INSTed 45 MILBONG'_I,ER/ 47/7& 1/, 1 1 X.XXXX. / \I / 7 70 -i' ct I e, . 0>~ 70142~FORMAIrNO [NSTAL~,floN,*g~!*id'Â¢3>1., 0 A , 14.9 12 -4.Ixtr Jtoed Hz . 28*1.<ro UMITS SHOWN SEE NOTES 71Â·413 SHWET EDBONERA 1,1.. 'A \ /f/// A 1, /2 '23 ''1 /{ 2, //,~ '1 1 ,/ 4622*' i/' j.1 rl . / / r I I r . . 1.Â© <St*.,1 1 2. ..t '71( 1 4/1 I T ./ ' ,, p, 1 1.. . 7 49. 1 1 \32:.. / I 4 / 7/ %.43 7 - ; ' 0.-> 1 r /6 LLIF i Â·37 ~h*q,JAL , P 07' . bo - 1 940 & ./97 9 6., 00 1 -L 1' 4 < ,Â» . ./ Al.. 455 - / /, .*Tr-04;/7f .6 24 ' .:47. ' â€¢,9 ' / 7 A.Ill - /. a . 4 1 R)* 2 N , kÂ« i , 4/-5 , N 1,1 \ I Â· 3 V . \\ 96, / IMMMÂ« / 1111>-1,1,9.1/ 10 '' 1 + \-4 4 3 'net h F PROJ NO 809003.00 i yok,-#V \\* .// , / , 4. :/- 7 -*% . NÂ· /3,5 i ' 41/ - A t.~7 14- log6~ se 1 + 4 ~ / 0Â« e/ . N: .-x - , $7' / / / , ' , , 49 /:/ 3% r I 1 1 / '. 1 42.it: f '~2&%,49::PAW#:' a, , DRAWN JEC 1 11 ' N 1 .1, 0/1,1 1, / 9" a Â¢ I ... CHECKED GLB . r . .1 + 1/- I / /lit; - 4'1 . ' r. .. 9*1,"21 # 1. 1 1 f .P , / 3111 I . ...Vi ./, ' / 7 ~ '4 k f APPROVED KAK . t.'.4 7 Nap 4 kv / 1/ /4 , Â© .Ox . , DATE 08/31/2012 .. .1. /, /7-''. 11 %,1 ' ..-/ \1 REVISIONS 15-02-2013 AD-03 ---6 -- lk-''9 f ~ 0 :5~03:.C ..\c J / . , . , ''',, / -/ . , OISIRUCT CONCRETE 7,11-Â·-'' -f-â€žth yâ„¢-3,38<&~KNTA~Tc3~.~~ILE'._-:2.-' u 7;i.~.*, 54 , i A l. U' / 1 i , , r Y - - 131 4 Di' 4 4, 1 4 ,-, 9 ~,2,/:,y-i;i> 3~4~~~<L:, - It N I ..., - ' I :, 9 1 1 ; 11 A 4/ --21'. re -1. \ /1, 9.04Â£'4.; i.-4 Â· - -- . N Qi;*~ Â© OZ ARCHITECTURE ./ C PES _ *, 4~ -{f~;444:~1101;4:Â·-, _ Modincations to these plans :i4 2-414*922,6,2,:'%21 -k - GRAPHIC SCALE - - - - - BURLINGAME RANCH 1 ., i COMRAGT 10 95% SPD - ,, ,, 4 , , f, Â· 4Â£'i..-, ,*i .~,~ N.~4.41 '1' / 4,,~ t, %. 1 ~ 01020 40 1- Â«1 , - / %-214=6&22 ' 6- - , 1 ISSUED FOR FINAL PUD i__L~~L__i_ - 7793 ~~.~~7~~1~~~~~~-~~~~~i-' ~<' j~(3~ -,~11-Â· 1?t'/-Ii-3-/, ~ *. ~-~' ~ ... SCALE 1-10 NOT FOR CONSTRUCTION - do not require PUD / 1.92,0 6 modification, but will require / - _ - 7794 __._ POND 2 GRADING PLAN Cl 07 - tu:M'ng Irmit approval - - 2 - hâ€¢~___IRE-0-ILh PLANs ~Â·op ELEETRE . i : j- SERVICE CONDUIT TO CUMPHOUSE n.- -9.70, 50,,440,1,10,7 -~i*Â¢244~1~*~2-C-**1495~104 |1 94\,!.49FZ~SP-7-0 07*12;Pâ‚¬io31 SCALE 1"=20' -' 1 /2 - r V .',~N - SHEET NUMBER tig*&4.:'*birri./''fLF:/6,- clod C1.09 -\ I -- Iii f { I . f''. - Imt , , , , SHEET INDEX MAP ~----~~~ SCALE 1'=500 . HONVB 'cr/11.Il -GÂ·PONDX26M,DI#-/15,101-Sâ€¢5211 B-*~ - /le- wxt-k-- rr 44.-7--. , 5 J.302:Â·*3Â· CONC. BOX WIA:? -, 4---'M..4/ . m' > 2/Â·1 v' 0 :.1 r:,7- V. ~ , / / \ RIM=7802.1 6.- , 1 U; LWEEEZ-ES3. /,F INV IN 4 SUBDRAIN=98 0' | . '.. BASE=10 . INV IN=7796.77' E + -1 ''-,r-/ \\P./ ros \1% I 32 LF#Â·PERr c c~~~~u,AiIÂ·y-T:%-4-=7-4't: Â· -- ~ :rk;(49Â·Ke#ZA*Nfir?..Â·~4Â·.i~ - , ----- EA==-= --2#tiNX?ARE/\INkET \Â· INV IN(18-& *ScO' 1 % gÂ»fi...t:Â«.. 4'1.:-'~'O3D&:â€ž~ 432 4.76.<Â°i, - 0-0 1 $ 2.1 '' j '~INV OUT=7791.Â¢' ... , //AL- _~'11-2 NEW-RIM4799.75' . 1-- INV. OUT=77#k#r<:., 4â€¢-~. ..'.rt,5.*f >--780(~20. I. . , ' 1-/ SHNET (3.02 ,r . 1- - ~5~ r.2.% 1.-4-Â»- !74 ~.~, 51/#tiop..<4>~4<~436<~ j ~ MATCHLINtSHEET C3.01 '-1'~k~0' 1.-I-\1 laQ-12Â·AR~\4LET ~ . ,, 1-38-2Â· x 3Â· DOUBLE f â€¢ , i. ' 1, RIM= 7798.50\ .J 804 - / > \ CURB INLET \ i ,\ ; ~ INV. IN 4Â·SUA~.RBIN=gui . Â· '- 0 IRY-. f:Â·-i. .. ,_~Ti---â‚¬,Mpr-* 1 1 *1-9.- N.- re 'WI / \ % .Une 4. - / ..t/\%>44 . ,# . INV OUT=7796,14' . ~ C. ~ 4Â·71--.I442Â»/ fl -c/ '3Â·303- 4Â· CONC MANHOLE . i .. .Â· Â· - ~C=2 V :/ A. - 114 l I | - Â£ p. A ER~ALL 'A ' /1 - M Â·1:' 1 INV. IN=779Â§.7/ ~~'7~> H ' In$ BOULD , iff \ DÂ¥' r , OPENEâ„¢Alle~ 464 hz -/1 1 / , INV. OUT=7793:92 , 3% 02,6 4 i ARCHITECTURE . SHEET INDEX MAP - SCALE: 1'=500 -' i 9 ',7 1 1 'Wt'Â·;'|Â·A ,+ ~ / 46 / ///1 /FA ..2\ /1 \ 1-39=,1219[!i[3WC ... 1 , 1/ ' . .... UN I 14- >e-VE :.Â· 1805 290 Street / \\ \ , '. bc GENERAL NOTES:. \ \Â·p/ L-40~ ik ' o f , 0 /Ev Â·L/ti % ce.r Â· ., - - Suite 2054 \ 411/48?9 -=. #* I - --- .. :Â·-- ;4 10 / Â£4'' 161.4.,%4.4 . '' 7 : . I.- R RIM=91.75' / 1 ,8,609 ~--1.~ I. 2'*2'AR I Boulder, Colorado 80301 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO . 6 DEPARâ„¢ENT OF TRANSPORTAnON MUS STANDARDS, CDOT \ i .-1. . . phone 303.449.8900 STANDARD SPECIFICATIONS, OR ARE INCLUDED ON THE DETAIL ~~A \ \~-Â·~ ~ SHEETS. ./ \ 2. STORM SEWER ELEVATIONS SHOWN ARE AT PIPE INVERT UNLESS .. OTHERWISE SPECIFIED. f --~ Â· ) 26Â·9:gâ€¢,1. :.- ur.42.-1Â·1Â¥4~ :31-1-- ---27.-7 -7-1- 3. ALL HDPE STORM PIPE GREATER THAN r TO BE ADS N-12-HP. 6 / 4' U./I / r., I ./ a \\ ~Â· SMOOTH INTERIOR WALL PIPE. 4" SUBDRAIN PIPE TO BE SDR 35 PVC /41. ,;51-' -3 1 4. PIPE LENGTHS INDICA1ED ARE SLOPE LENGTHS MEASURED ALONG ~ ~~~~~~~~ UNLESS OTHERWISE NOTED. \ n.. /. i.iÂ«/Ay .... V.-9, THE CENTERUNE OF PIPE FROM INSIDE FACE OF INLET (OR p:jUBST 2Â·)<2Â·INLL/LV,24.4/1~*%.,Ii.'I.F . .j:.'71~.F- -N---rxp cl-fu:-Ir.:ac~ -...~Â¢Â·~-,f-1.499,27.kit,"'L. ,-Â« piff .--iÂ»fluil~O'i-2 MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). REPLACE /3Â·xy C NLEr - .~..,-, 3- 1 . --iÂ«. .1-3;EltiliyM.opt*t -- \ 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE ~ RIM=7795,17' '' /4.4, <7 -/ EXPRESSEWEDER 2.. ;~ i_ - .6 .1---1-445/ ... 1/ RIMâ€¢779000=.t ..,0 6. jmgule,/M -~ -.-*- . 0 ---1 ------ .' --':Â· ---=:Â· -*.'' ~INTAINED~omISURE PROPER FUNCTION. Nerv IN =7792.19 / i 6. STORM DRANAGE FACIUTIES NEED TO BE PERIODICALLY INSPECTED Â«41 11- f' 9--.....,-4-*1.I -2' 2 Ivi5fi)::*5-41- lhE : :i r'fES**Â¤Il,CITLJ--- - - - -- .:<.-- 0.':33--.-c.~1.1 ' : *** ., 127 - THE CITY oF ASPEN - 7Â· ~~~~ ~~~ ~~~~~~~~~~~~~ ~SC~~D~E~~E~Y %ERMANN'2'5G. \\ \\\ \\\ "\ , C *34't'11 '4* J) '., . :,~,~' ' g.-~r HoltE'LirrUE'r --*~Q;~, ,~.~'~ x. J, 1~2rt - Â·!. t8 IN~,1-Â· ~ j. ~ ___.. l UNDERDRAINIPEPER 2 . ~ ~ . / DETA,Â£GSHEETCS.06.7------ -~ /[-3V- 2' x 3Â· VALLEY INLET-;TW,~ *99 WL' 4 CONCRETE ENDIAL STORM SEWER PIPE AND THE CENTER OF INLET BOXES OR / RIM==77@ile,/ -Mo'Wkfiy:-LU~f ,/' :0 / (SE:ZN~ - 91'HoWN ....;idY i '-la,~4,/ N' - / '59' h.88Eezz=EME'. _ -Ul. - MANHOLES. m. IN=7791,41' 0% , ALPINE 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM \ INV. OUT=*91.21' 1-3V~f> 2Â¥k 4 Â· s / -'-' 1_1 */p- Â· .~u- 447 1 2,1 7 - - - .- SEWER EXCEPT WHERE NOTED. IF A CONFUCT EXISTS INSTALL ,2 , ,// fip Â«4' ~I;-5; J D-~Â·.4.2.*Jm,92!55Â£12*L=---j~29,3-I~ . -t#20% - t'-3- PO~pEusE(SEEARCH- -_-Ft--~TJ~ --I--.1.-- --- - .- - - ' lili I SHALLOWS BELOW STORM SEWER. A' RIM= 1 / rÂ¥QÂ« Â· '-'â€¢Â·: 6~~RIGATIONPL.5NS]--- -- - .\1~~ Â·42 1,1-BR2:441Â· ,#JAw .9 - m ., ~.71 - 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE -0.-,QUILÂ·El PER COA STANDARDS. *tâ€¢7790 51' - /1 o. AL.1- sÂ·rdmrPIFE60Â¥f*D-s 18" DIAMETER AND LANGE# Â¥611*902, .\ ,- ~f. Â·- Â·'-fA ,, 4: Vourinwir --- 8 ~- - 1 - - ~~- r \ / - ENGINEERING INC. L-IH8%RACKS (Â§EUEIAILS B AND G, SHEET -55.05). ~ .r~- za) .,C - Â·Â· '' 1 .'' -u ---2?UAL_ . EDWARDSBUSNEâ€ž INTER &%<1.a l, 11/ 4 L.~- td J~;0~bFy-:]N.WIDTH=e %5~0 US HIGHWAY 6. UNIT A9 GASEWER AND ANY OTHER UTILITY UNE 02. ALL PERFORATED PVC SHALLtoAl'Eft A-2000 OR 200*EXFOR! U<*12 \\ \ (8 ~--~/ ~1 Z .'42 r1*Â· ~.~' ~p,- - \' 35AB/477\\ :Â·1 ,: ./ 3+ Peli=.l 9%%%.../ I"OUT=77810' f Â¥443.--===...1&68 1 URAIN GARDENS AND SAND FILTERS- -- 13. USE ADS N-12 HP FOR 129*METER-*ND LARGER STORM PIPE. , *All'J : h .Ii AbpLA5556*a /00 /,4 , B :Â·Â· i'402/'I .- / I USE ADS N-12 WT FOR PIPES SMAU-ER THAN 12" DIAMETER. L TOP -7789.5 *Â®Egl- 5/ /2043 W ,Â·41< PT sP\U.*IN~f/'/ 2 .t |, 1 1.43, .. . ----- 13 N57*ye,646: '~ Â·0'~/ ' . ,/ .07 . . DIP POND DRAIN,4 \ INV-7781 W \\ ., SEE Deillu<'St#Xh '1 A N 5,8,;- , VALVE00%, t\\ 35A81-PamglSQ g:R 1 4.29 0-Ypou ~ ..4~066, Â·222*196,. 2/>2'. ...'.. POND #2. ,.. s~ Ate:2651-h t Â·Â·/ â€¢-4/rÂ· ra,nu. 0#,â€¢; Â·1Â· / 4 'i &. I - I ./ I ...1./- (Qi'll.tolid A . / r i , L '. A y *4.611-1'16~r- D GRAPHIC SCALE : '.1 71-,G=T 1 '045 I .r 'I.52 , PE:==..3.4 /1.*\~74Â· Â¥7 1 Â»e, 4=*LI,Â· >5Â« 20 40 80 C 549/ ' 1 5 /,9 //5// \ " ./ Act?./4--1.4 1,261 -la\-,4- -0Â°,3/--1. < \ r-Ih/ONOOUTLET.SMOCTURE ' THEFOLLOWINGELEMENTSAREINTENDEDTOBEINCLUDEDINTHE ' ''&,2.- ./I= .r~ -Ir-â€¢-1.- , 7 ' POND #2 DESIGN: I V \ SCALE: 1-20 1!Al Â· GRADING /11 . .OVEREXCAVATIOUBGRADEELEVATIONTO I U ./ 6 20,4/, - i /Â·-i'9@<,/3 f.Â· 0- u,0- 311-e~CL424-RCFOU,FAU, -- / Â£ 99./ 1 0, Â· REMOVAL OF MAN PLACED, UNSUrrABLE AND OVERSIZED MATERIAL S / , / Â· ACCOMODATE PLACEMENT OF SELECT FILL BELOW THE 1.INER, THE , Â· , LINER. AND 18â€¢OF SELECT FILL SOIL ON TOP OF THE LINER Â· CONSTRUCTION OF PUMP STATION Win{ WET WELL AND RAW WATER â€ž INTAKE UNE - ~ - ~ ~ --~~~ ~~ ~ 4 POND ACCESS ROAD & RETAINIG WALIS AS SHOWN - -.--- ~.2~~-f ,jpi>r ..f/>//-1.-fi.-379Â¤.Â·Â·=--6 --I.f=-,7990-43--jf<.034-_ ,~i_ - _~~ .1,=1-11 .,2 fo//",/ / UTILrTIESAND STORMrir[NGASSHOWNONÂ·!Â·HEPLANS Â·POND EMBANKMENT WITH CORE TRENCH ., PROFILE J3W1 - I3U PROFILE PROFILE J342 - 1313 PROFILE CH-HOL-------aui Â£~dE 2340 k. E J3[)3-J303A Di 4-4 J3O - 130 m 5-Yw EGL Â· Â· Al - ~ ;dE & 6 N * 42 8W~ 13. w : CO HOC-HOL -------Zl 422 %.** a 02 h. . 1 11 -2 - n -- 3 RE %21 . J - 1 ..Bic: ;932 Ntly: .,11 +524: #81~ ?58 Â» /6"tu'Me- . - == - - 2,2 - 8: 1 - d 0(2 9 . N 11 J -6./._I =Â£2 2*0.39'z 2 2.gi:g *121*%&*3. 8 2-IM 267 diE E Em 1 - Re un â€¢ i *ill' .4.,0 A.Z 0â€ž ,4S Y.43 7 2 > ...p- 2:2** 7800 Â£-4 7800 2:>S :82 SPECIFICATIONS TO GOVERN THE CONSTRUCTION OF POND 2: EX]SlING .... . 2 2 nNISH GROUND7 GRADEA / *Al | FINAL FINISH 1 1 /-11 1 -6- Preparation of Foundation for Dam - All vegetable matter of every description, including -, _ __.--._ - - ------ 27-2:AN~jaig@~rug 7800 I--p~ \7800 --~~-2+~~~ 7790 ---- - 12â€¢ HDPE-7- GRADE T--4--9 roots to o depth of two feet, shall be removed from the entire area upon, which the dam - Ii--9 -t/'=-=ME~== _ - m 'T.e LL.,HI _ _____1 _Â·,~1Â£21.9. INSTALL r.-1--1-1 Eli will rest, together with boggy or unstable materials and deposited outside the toes of the L~ - .------ --- --- ~iF - 1 "15-:lut! 779~ 1213 -- ---==---31 ----EL------- --7-3 -=J=**7~ZE-72 -L_ -_- & 7790 , 1 -7-Â· .Â· r 1 . C900 PIPE--~~:1:ZE-1 dam. The banks of the stream channel shall be dressed to a slope of about 1-1/2: 1. Â«)~1/ 26'F@l.OV- ~- -- I 1/CLF i A cutoff trench, with sloping sides and a bottom width of not less than 5 feet and depth 24Â· RCP 24- RCP of 4 feet, sholl then be excavated beneath the center line of the dam the full length D,n.' ./. (%@ 2.0. 95 LF @rE-I T 6 :* It. : 84:4 W L I 7790 .7 5% 1 PROI. NO. 809003 OD EXISnNG 1 EXISTING Igms!. GROUND ES.. - 1 DRAWN: MW/HM -00 1 50=12 1. el 1% '1 #M .0... ... 1 1.1 Z 79 21 DiaÂ¥/- ./."W ... GROLND thereof, which trench shall be refilled with the most impervious materials ovailoble. The 3 2Eze A 49 foundation of the dom shall then be lightly plowed - 2 Wo:~r wl SWEEP ELECTRIC- w z I :1 - -- 21**31 121 muloo CHECKED: GLB/KAK lengthwise of the dam, to provide proper contact between the foundation ond the dom 2 f n : . - ~! JAPPROVED: KAI< f UNDER STORM & 11 I n A SEWER 2 r| 2 embankment. 0 , 9 7 . R -r- DATE: 08131/2012 Placing of Darn Embonkment - The materials shall be placed in the cutoff trench and in 0+Do +co ,+74.78 the embonkment of the darn in layers not exceeding 6 inches in thickness, after which O,00 O+00 0+61.97 O,00 0+19.01 REVISIONS: 15-022013 AD-03 each layer shall be thoroughly compacted by a hecvily loaded disc cultivotor, 0 corrugoted or sheep's foot roller, or the treods of a caterpillar or trucks used in the construction. During the construction period, the top of the embonkment shall be maintained as a PROFILE 13U - J3D2 PFIOFILE 35A8.1-35A8.3 horizontal plane the full width ond length thereof, ond no side dumping of materials shall be permitted. The materials shall at all times contain sufficient moisture to provide ~ ~ : POND *2 .5<41 -J . PROFILE J30-130 proper compoction. Puddling of material with water shall not be permitted. No frozen Z c, 2 EE a material or large clods or stones shall be incorporated into the elam. The upstream face CURB INLETS . C O 5.M: 2 m:ER%E of the dam shall be constructed with a slope not steeper than 1-1/2:1, and the INSTALL SILT SACKS IN ALL CURB INLETS i :M . LE, ME=&2 immaim =4:8 - downstream face on a slope not steeper than 2: 1. The crest or top of the finished dom DURING CONSTRUCnON â€¢ <-3 mom â€¢iEIZ E= em 0@=6 6 â„¢...2 :ES# k Ag Â©02ARCHITECTURE shall not be less than 8 feet in width. wâ€ž- A lk.fle;0 GRADE n ! o ZE? A The upstream two-thirds of the dom sholl be constructed of the most impervious i~EIEESION LOG (EXCELS:OR OR | SNE,Q 21/3 /% Ul--8 /SE DETAIL A .m ..A % FURI INGAMP RANCH 8 * 8.* ~ r'T-~~ 790 OSLEDFORFINALPUD materials, such as clay loam, or a mixture of clay and sand, and the downstream STRAW) INLET PROTECTION IN ALL . 210@2% NOT FOR CONSTRUCTION AREA INLETS DURING CONSTRUCTION. : one-third of more pervious material, such as sand or grovel. Modifications to these plans Wocv uSE.7787 Ay 1 11 5- - 1 do not require PUD INISH GRADE PEN-Â£,Ten. Provide 95% AASHTO T99 density compaction of all pond embankment fill material. NOTE (EXIST. GROUND) 7 ~E-2â„¢665' IL-NlÂ©1222*2 FINAL FINISH modification, but will require GRADE ALL DRAINAGE FACILITIES SHOULD BE : 7800 --- \ - 12'19Â® Building Permit approval '772(UCD.32: Trees ond Shrubs PERIODICALLY INSPECTED AND ~ MAINTAINED TO PREVENT CLOGGING. i _ --- ---L_----- - -- -=-==tu 7780 I 1 -â€žDia: SHEEI 111 lt cauT=j = Fal -/ 7790 ~-~~- ---p---- STORM SEWER PLAN Trees and/or shrubs will not be allowed on any embankment, will not be allowed within DO NOT USE MULCH OR WOOD CHIP 1 41â‚¬ eaa A------1 = 6= 4 = =66,=b = ==- LANDSCAPING NEAR STORM INLETS. 1 ' ' ' =sm- - the buffer zone (15 feet from the toe of the dam), and will not be allowed within a 17 LF Â¢ 1% 1â€ž1. - GROUND ~ - - -- m Ul 25-foot radius around the inlet structure. D~U~ EEV ......tz/ ; 2 2 N Ill 70Po.00 DATUM nEV 7785.00 SCALE 1Â·=20 777U, Cm PROFILE SCALE W~00. 9%123%, .-49 :@ 0 HORIZ: r = 20' . 230*1 9 2 8.1 VERT: 2 1 2 1 SHEET NUMBER (3.01 < Z 0+00 1+00 0+00 0+4262 0- 50 0+00 HONVhl BINÂ¥9NllhlnEI 00Â¥M0100 'N3dSV ~RETE BOX .98 99.11=NIVUON) INV OU -7 9 00 NISV~ OIlON -!iv~in 3 3'...-De P:\COA1000] mdwg\Master\BG-STORM SEWER.dwg. C 3.01.2/18/2013 1:10:58 PM. IMues 1-Tlinc.a ' r / 'I V -r ~,1 SEE SHEET C4 03 R n ENC+All -Ar ./4* .--3-:2-0Â«32' \ \1 1\ 2Â« 79:=4'-I +'5%:3 1 *.f / \ 1 CONTINUATION 'J, 1-~- - N LM /7-.:r f 253#1 --49--, =-- - --f- r 8- SDR26 PVC' S~WER UNE .,;ruÂ«>- I Â«: 2â‚¬ 4\ C 1~1 \ 0% i V- ./ 04 ' ' l f C- -- --'Â°--~\-74 Cl PERMEXBLE - & ST , ,-al .pe> /--pl \/ 4 . 141\ \ ici~~~ICAu--_.--s~~.~4.41 \4~ /3 - SWEEPÂ· SPA -'_- =eÂ»sf 'MAX#~5 . 1 \ ilf -- , - #t9 / 1 I SWEEP ELECIFICI \ 4 ,- 4 9, - - 51 L.-% IV .-.=t-Â»22'ful#EmsÂ»-srz= zovER STOAM ':5<5*2V - ~ ~~ 9Â£M#-0 ~\/0~, ~ y - -----INSTALL 2=4'-â‚¬0 ) 7 CONDUIT P L ' --E[Emic CONDUIT -2= -7 ~1~~~~~~MID] 0-\41 \1<1)-T PC ,-,___--'kl 1 ----~ CQNDULLTÂ© OF *413350--U~*-~ 4Â£- 'A \A - ~ rrL .1 6 h 1 \ STORM. UNDER STORM I'-sx S 04*rl-tb'/ \ / 64 1 r -~ , HEE'~91 - #--1 , ~ INSTALL 2- I N- -T- I '... 15./-1-t ,-7.41 6 - u f. -3.fÂ·-9 ...2-\<.- /\- - , 54 - 4 /1 - Â«>rÂ»Â«0~9Â»27Â« _ W 23 < - 9, d- - - 1 -EL,36~ 1 i .- - REEK GAS _ ir L , . 1 *'-5 g~...1 imt..wela , 4/r=13 45 6 . L~W~RAIN GARDE#o kiu~-'- / U . 4, - - â€ž0,-7 *.c _ ADJUSEI-UAS 3\Â¥ ---1 r -/-76 -9 . 1--r SWEEP GAS SERVIC N \ jl _~j*:~pdr--Â«FEÂ«~-~N~~~lutÂ»c-IL---~54Â»,6' r "4~2 4 ,- 4,---i~ -----I iki'*511=1 3/19~~~~4,<~C+~*~,r,i-li-\ ~~Â»ttlaÂ°)I~qf=== , &Â·U-EttE-ZE \4'' A. 19=Em 1-< 1 . / AEEHIi,IfIL - 1805 29th Street CONDUIT'*LOW'*-O 1 ~6- -I'.:k PROFILES -- 19 - _- . P 'R~AD CUT AREA=.--4-*,2-- *\ ---- , ------, / 4~* 2 / '4' ~Â§04- 2-20 AND MAINTAI 4 MINI C VER - - , */- -4 1: I 'm 1 ) - bte 20)54 W- 1 r.-1/ 11\ \ t(34 1 I ~ 11 F 1.- - c f i lâ‚¬ ON EACH SET OE CON r ~\ râ€¢ 77, 17 jiâ€žm CONDUIT /:i# r Ef,-2=-,- s -1\ 32<42 - / 4 66 / / .2104. 1 0 /''t i . \.- . 4 k.lili 2 41 phone 303 449 8900 1 A. A,= /2--<14#53,vL 72-2-Lt- /49 a.9-.tÂ«95Â«,.Â«,# 20>q~'o-AM=6 -Ut I\Â« ... A\ ~ 1.-W-*'1\ ,\,1719 1 3 Boulder, Colorado 80301 6-0 <1~ 1 TALL 2-4- CONDJT WITH 41Â« i \ Azz><c, -,4, --1/f Iij \ 1 -WT.1 2Â«~3091~3~Â»-fi ~~12Â» IN~~l~'92<4 /32Â¢ /> T ,/ ~ 1 r ~fl ~1299*nÂ°Rol ,% u,4 4 - - '~~ Â¢ * .11- ~,*~1-1806 33'79-, '1 - I /".'&'/--*'- 11 2 7 RE SANITAR10 SEM R Y SIDEWALK 64,FF2=78~5 0' n -' . \ - >% , / I ~ j~ Q S~?E-TO'BE ABANDoNED //,\\%%\4--IL\\ <*PR % 6-94 : SERVICE PROFILES ~ ' - ... . , a ' .0 F --5,- --U 0/ - ---7-- - -. -~ CUT ARU , 6 -. I .- t O : I. + 819".'4=Â· 2'- '7 ' A:/ , 4Â° '41 SDR26 PVC Â» A' / M . r $ =*-4 +91 ./~ j-fluÂ« ' ' ' "0 / /\\ U---,SENa SERKE . f, STORM SE.fikvt33&4 ,â€¢~S P.-21,2 5 1 * 1 k- , 1-U~1~4*1$4<'~'4i~ -- n -2- FF1=780#33' 1'-27-11-.a - - 1-A , -Â»~\'/Â¤\7'7-ELECRIC /2 2 P/,2 Â»13/1 'rj c - \ 4 -2-w \\ Â«--e - ' 4 -<-- 0- 7 Â®_ Â©i-1 1 i <* *.4-. C' Filillilillirl x INSTALL 2-4- CIA -1- " 1 \61 ~ UNDER STORMÂ» 1 /'/, 4' 7 1 1 dcfIA INh coNI2CT Tb EXISTING 2- PE 0-.4<< ~ ~ ELECTRIC CONDUIT --~~1.../ ~ 4 ~yÂ· - ~ 10 , , 1 RECORD5 _5%43QW IRBIGAnON \ ' 9 :\ p 1 Â»Â»yf 1 -240-froAKP, r -/ 6/21\ 0-2 1- PE .4 % / 1 AS L]NE GAS UNE SHOWN PER SOURCEG,~S -7 i r + 4 - n / '. -- ~ SLEEvES~Of .Cr"PC Ce,1/Ull) /3\ . *Â«f~- -4, ~Â«41 + C' . 4 HE CITY OF ASPEN 0,~NE- EXP#iENTIAL ENCINEERINd PRIM8RY_12- 4 EXISTING / , i / ;q *TO PRoiltitÂ»A~Â·6r'2,11Â¢zrbEPARAÂ·nod /-V \\* \ 2 'Z-lry N - . r jul'* / 1- ' -q-21 ~ '' 'Â«3 42- T / 1 EEC PLANS TO ERÂ«IF EXISTNG . 1 0'/ROAD x<-#; 1 561HJ?, /,4 7 SWITCHGEAR VAUL T TO REMAMÂ«~ 1-7â‚¬ 1 [/1 1 - 0/ 12/yA LOCATE AND CONNECT *0 THE 1 1 id' 1 , EXISTING-C06 EXERESt FEED I. 1\ A l i T ' - INSTALL COA EXPRESS * g ~7 ~~~Ff ~ _11Â» / 194* \ - .\. ni . \ 0- 'f 1- --% -- \ --- ,- 1 1 , *<,1 ,#'3 / 1 - /f1 1/ 21 -2. D-tie -if_L--L--// ALPINE / / . C e , /9 21 / 4 k / / ,/ -=*= CONDUIT IN FORGE-*INCA '1| pikz ~' ), Â¥EEDER SPUCE VAULT ~,t) \ 44.. I " ~~0~ ~'~ ~,f'~0;~' ~ / i-~ END OF UNUSED'CONDUIT Te'THE< I ,â€¢ Â· Rir V 1 /4 , / - -2 -- I . Â£.6 -/- 1 T ]~2 -,/1. 0/1-!. 1, 1/-- -0 1/1 11 2 ~ORTH .OF/CONNECPON ,(INT~\41 1 :t---1 4 11- 1 11 1 /3 ;- / ; ij X 11\,1 . I j,1, 1 1 1/\1 /, ,. 1 CONTRACTOR SHALL LOCATUAND I f // / COA EXPRESS - . BVMEAN GARDEN -1/ ulliNTTERES.16 SWEEP - - 1 - - 1 --- I : 7 PO-HOLE EXIST]NG UnLinES TO/DETERMINE /- f / 4~ H~FE PON~~ 5~ 1 Nfl FEDER ELECTRIC -,MAINTATN MIN -COVER ,- *E INSET BELO V :--- . 7 -Â·-3>2fp-, i rl/ / - 1 1 I ./ .0 ---* *#** ** --*-Il---'-I-- - -* 6.- f.\ .-1 1 , '- ---- - THE C~NNECTION & 01*SSING 6:- - ; 1 FEED/DRAIN~UNE 14 i , 0-'; 2-6' ZONDUIT , -- --1 RELQOATE EXIST , 1 4,~ / FROM REUSE d 1 \- 1 '/ FOR CONTINUATION ENGINEERING INC 1 -I // / LOCATIONS/ELEVATIONS OFAHE PROPOSED / -25(E....~ECT~IC &.GAS UNDER> / UTIUTIES AND PROVIDE NORIZONTAL A D/_7/,< , / STORM IF NECESSARY r \\ -- r 17 4 / . <RE SHEET (417)~ \P , 2 K-- _- 1 1/ Â»111 -W- _PLE-2->- N -- -. ~1-5'~jaC-IrÂ·Â·e - -1 -54 2 3~,-/- 1 - - -1-- , PO BOX 1-]1 â€¢ EDWARDS. CO 81632 VERTICALANFORMATION TO ENGINEER / -/>F' / / 2, / /1. /1 z. : fe . 11 1 94/\11Â«4/141 / 211 -C,AÂ«Â·7 -a Â·2 - \. ---< V // , \ . 1- r -- .-- =. -4. -- V -7/4-/2 1 -1 / / / 1- ~--n \ - 1 / ~ - - - 3'slousHIGHwAÂ·(6 uNIT~g // .,1 4 LL /11_L-_ , 1/ - \ RELOCATE EXIST/-- / AL / .---INSTA CoX - -- - ---P-Â° <sr_-441-li>-u.......c . * PH (97% 92b-3373, FX I970]926-3390 i \ \ 0 ELECmiC EXPRes lilli. -. ~ SPICE VADEI~ /1 1, 1 , /0- 1 T r -Â£ 1 1 9 N- E~ARD5 BUSINESS CENTER 7 -7 - - PriI> , ./ 11-1,32-VAJ' -941 1-1- I-f'149'211.1 i t~*Â©-- T '71/1--e -- 2 / 44 Â»44Â«-Â»4-1- 1 .L'/ , &1 j .6.-, -' ,.. . \ N FEEDER UNDER *TO â‚¬0 \ \ IF NECES~*RY ,(- . , ARE g417-ER-t I L.nh-~ ' 1--' - - -SPLICE VAUCT . - 1 RELOCATE / . F<L .~ -3.* -e ' ~ -. - -v= 1 1-t 1- 451:24,u*lj 1 ;-r.. Â£=U.)~7 31 '- te,RcueÂ·noN UNE-Oh. 1 - EXISTING GASU ' '' NE AROUND, OSED *10- / 4 1 , ; INT,0-7/4,2.11 /.0, 2// 1 1.,4/,iy.~~~-4*7,124//4/11 |-'~hâ‚¬ Prb<,9 6%14--Â·'Â·Ski:Pk...[-t KErjij'-4-11-6...pÂ·rtk/ L L j -- --- -- -- '~ 811p413:Kfies-*u#vi;yl#4A7-IR*,rrf./ ----I - - ~ ~ ~|~ - 101 ~ -'~~~ 2 9,1 CONTRIeTOR_,70 REMOVE 810----~ )/MA | C-'4- T 4'4<Fx>*4' ' prr- aâ‚¬PiI::ialÂ·Â·44' T~Â·4-Â·43~Â«PE ..IZJ,~~~DI,- I 1 -*~-1 -66, -- -- 1/ - 1 ~ 7 / 0./DIS#OSE OF SE=-STORM -/ / JA 111 1. / 4 41 , PROV,DE MIN 1 OF VERTIC ' - - -- ~ri<LOPP;,-3 --- 2-'421 .11.11 1 - 1-- - I. / \,\ /\ SWEEP GAS BELOW STORM ~ | |, R LiT#&1 -~' -- // 1 . 9. tly /., - alÂ« . / 1 1 1 1 -- 141 - ' A- 1 - \ SEPARA'nON BETWEEN GAS / I 1 \\ / / AND STO7/<INE~S.' I ' . , / r-r 9,J / 7-- mISTALL Â® . DIT TO - - - - f' Â·6 _ --,-1 ==_ - \ COA EXPRESS - .- - -- ' /'TERINATE_ 4. UPPir / ' REA,I~10 1 // 4/ PUMPHOUSE Eli TRIC CONTROL PANEL - - FEEDER ELECTRIC _ ~ ~ / A / /FOR AC/AID VALVE ON REUSE - 1 _- MOLY CROSS ENERGÂ·? _ 2-6- CONDUIT -- - '' /1 / ' .~// UNE IN 24 JNLET BOX . - 15 1 ~ , i,/5'/ ,,WATOR WPPLY UNE-(RE JRRIGAnCN)-- -- SILVER KING CIRCUIT -2_ - Â«ttli' h.f t 1 --- ~-7- -- 3-6' CONDUIT --- ---2--~ - - - -+ 0 ! 1 / D PRCPOSEb STORM.SEÂ» RI!,[=7787.93 , - -1,~ , - - - (,ayg. SE~R PRQFTLES) , --a--- ,.- - ,, ---- -- , v f,-SWEEPÂ· E-ECIRIC LINES UNDE~'W/CLOSEMESE.GRATE- bf /,1 -- - - 11111 ----- --- I - -- -.- 4*00-3 - m I I , / / V.ip - -1 0 0 01 IN'*7779 5 STAMON BUILDING SZE AND ~ 1 t k COA PARKS DEPT REL ARCH - 1 1 - 2 .- /./ / , 4 ///// /,>/ / / ~ IN POND 2 EMBANKMENT SHALL ~ 1 6 ABC A 1.\ ".P Â»,64'1 4/10//,/ /: s / f//>f/ ,//2/0//, /1/ go ///42233*%,0 :' '' 7, A 4 V'' / / , 41 1.-/ , 1 'l 1/ , /1[4/1 ' . 6/il 7- . Â£ 4 1.% : '' ..... I %- I I ' I ' I . ' C . 6.44 1/ VIV -* , I 9<74 \ / ' WEEn , i, itz- m L REMOVE' & D SPOSE OF AXISTINGÂ·. / , SINGLE PHASE TRANSFORMERD >30* / , *ft;Â¥411 =- - 'V -,.. VAULT INSTALL C A 3 PHASO~, / TRANSFORMER ND VAULÂ«/ / 11*< c...4-72#c-- - - ~ SEE SHEET <-4.03 FOR NOTES ~ >- u / , I i , 1 / Al .....PES --Il * .. 9 'I -.I CONSOLIDATED SANITATION DISTRICT'S CONSULTANT ----4--4 PROPOSED WATER 61AIN W/BEND, THRUST BLOCK 4 / Ax- - 3 THE DESIGN AND SPECIFICATIONS FOR THE SANITARY LEGEND id r / - - SEWER MAINS WERE PROVIDED BY THE ASPEN V PROJ NO 80900300 1#1 i / ~ ------ --- --- ---).1---- PROPOSED WATER SERVICE W/GV OR CURB STOP INSTALL 1 -4" COA DRAWN TSL ' If< ELECTRIC CONDUIT 40 STUB-OUT AS SHOWN CHECKED GLB, KAK i ' 1 11Â§ PROPOSED FIRE HYDRANT/GY ASSEMSLY ,- # n.,11 PROPOSED SANITARY SEWER MAIN W/ MANHOLE 9/ '~ || ~PPROXIMATE LOCA-nON OF EXISTING , - - - 0 4 PROPOSED SANITARY SEWER SERVICE APPROVED KAK - < HOLY CROSS CONDUIT STUB OUTS 05 1 FOR SILVER KING CIRCUIT LOCATE -- , 5 + - -- . - (4 U // CLEAN-OUT DAE 8-31-2012 11 ... - / - - AND CONNECT TO CONDUITS ,. -- PROPOSED WATER REUSE UNE 7-i.~----- EXISTING 3-6" -- REVISIONS 02-15-2013 AD-03 .//, k-- -P+ICE - P. CE - PROPOSED HCE UNDERGROUND TRANSMISSION UNE HCE CONDUIT (APPROXIMATE) ' .. 49/,4~ PROPOSED 2 POLYERRENE GAS MAIN UNE / , Â£ J -, j<:=1'A2~1'&'Dc'E SEC:'~ ,/1 A f ~J~ ~ PE --~ PE ---- 05 --- PROPOSED ELECTRIC PRIMARY -,/ PROFILES /E1EN5 , .. b ; r-- - - 14 314*1*Er*,c.44 poR - PROPOSED ELECTRE SECONDARY ROO. 1 9 4 41 3-~EM---6 , ty /1 * *1' N UP- f Â«7 Xy,449*\MU'KnON h\/y \/ 6 411~ -h ~ . 17.00 D.KN D 1 '32=zi 9,/43:~~7E'I ' ~ -- PGS - ICS - PROPOSED Â¢ POLYETHILENE GAS SERVICE UNE 1 ~ '/,-I % 1 1 4 1 121 <, CATI CONDUIT & PEDS - pr - p. -Â« PROPOSED JOINT TRENCH QWEST PHONE/COMCAST Â© OZARCHITECTURE 31 9# / 14/4,3 ; a , , rm/NÂ·-Pru//i+0%40 1 4, . / '' 8- P - POS --25 DEPARâ„¢ENT CONNECIONS BURLINGAME RANCH lilli + ' .r>- â‚¬~~ -Â» I . p Lâ€¢50â€ž i- ,<d*1' h.# â€ž1 1/F| / / - 4&' ' ' 2,4, 44 , 1}+304~2-1,4--~ PROPOSED SPARE CONDUIT W/ HANDHOLES ISSUED FOR FINAL PUD , H PROPOSED DRY STANDPIPE UNE AND FIRE 1 ' 11-1/1 / 0 10 ' ' 22. 3 ~?Inx' ,~52-11Ad.13?,1 .6,0-.\1 111 0,1 - ,/\,2 '' . 4 r I m m PROPOSED COA 10/30 TRANSFORMIER & VAULT NOT FOR CONSTRUCTION *.a ..' <2 - 3 9Â« FrtÂ» ' Â«3 //1,9~\ \ it*' . : .. ' Modifications to these plans 4 PROPOSED ELEC SPICE VAULT 21 1 '' I. .00, do not require PUD ~ COA EXPRESS , / . 4) ----------1 | APPROXIMATE LOCATION OF -r-g-A >Â¤=:F> -42Â»- 111,111. FEEDER ELECTRIC .' ' % A, . _ _ _ __ _ _ -12 _ _j PROPOSED SEWER/WATER MAIN EASEMENT modification, but will require 1 ,I EXISTING HOLY CROSS â€ž + -. EXISTING FlRE HYDRANT ELECTRIC VAULT FOR ~ , THE FOLLOWING ELEMENTS ARE INTENDED TO BE INCLUDED IN THE POND #2 DESIGN , ~ 1 ~ Llf"22- 4-1-3'-r-Â·0\ 0, UT[UTY PLAN 2-6" CONDUIT ' ' C Building Permit approval I - 6- 6.- SILVER KING CIRCUIT + , ' , / - GRADING - UP El-., i, / 1, '' ' - REMOVAL OF MAN PLACED UNSUITABLE AND OVERSIZED hIATERIALS , , .HOLY CROSS ENERGY , i -- ---- -- p --- EXISTING WATER MAIN -- - OVEREXCAVATION TO POND BOTTOM SUBGRADE ELEVATOR TO ACCOMODATE PLACEMENT OF _ -- SILVER KING CIRCUI~ ' -- Â£ u' )'--1--- ' , SELECT FILL BELOW THE UNER THE UNER AND 18- OF SELECT FILL SOIL ON TOP OF THE UNER - 1,0.-7 -1/ hif-J 3% '6 - - - 3-6~ CONDUIT . -- ---- ---- -- EXIS!1NG SEWER MAIN AND MANHOLE " m i x - CONSTRUCTION OF PUMP STATION WITH WET WELL AND RAW WATER INTAKE UNE /1 L /- i J -02' /\ - - - GRAPHIC SCALE 4 - POND ACCESS ROAD & RETAINING WALLS AS SHOWN - SCALE 1%20' ./:.. - un LITiES AND STORM PIPING AS SHOWN ON THE PHASE IIA PLANS // + t' 1 1/ 7 / %.-< ; % ,A.. ' 39,~ 1 I , ifi 4,0 + Ebt-I , - POND EMBANIOENT IR CORE RENCH i SHEET NUMBER ' C 3 FEET ) INSET linch = 20 ft C4.05 Â«315& / 3IAIÂ¥9NllhlnEI 0 N3dSÂ¥ P\C0A10001./.*:\./.L....18/20135 160, PM,Lc~ger Q / Lk. L.-ut/~- 1. pil NE- PARK 4\\ . >--1- 1 ,---, c C .0, , - -- iÂ»Â«-9 tfR c 171' --- --L-L-N , -- 1, lei. 401 C L 1 \-2.- . 14 - I 221291 -7 A \ 0'.- 4 ''15% \8 VV- 1 1 ... 1 -1 ~Â® St// -146 ARCHITECTURE i i,\ff , L .$ - Â£ Cj. - .Â¥~-UU - 9-'O/,/ LUCE--s===:Er--. 1 *:3>11 0 4-4 . -Ii') LÂ«â€ž4'3-- - -21==141_ 20 91_-===- . 1805 29th Steet Suite 2054 -=0% 12101 \LA +# ,- ) t 0 -< Boulder, Colorado 80301 U.21 phone 303.449.8900 4% N o \552'.<-/-/*6:rirCrIC'///- 1 1.limIFPE 0/7 0 / --Â«=515 ~2>Â«Lac 1,4 '62;~ - - 111 X. hy // 1,1219111 // (4(. r-- ' \ 44/1*11, 1 \ 9..,1.Â« 4 4441 , \ L< -r . 11 / / REINSTALL MAINUNE - THE CITY OF ASPEN \\FF?V .~ REFERENCE INSTALLATION NOTES , 1 /0 \ P 1. RELOCATE VALVES AS NECESSARY r :47- 4< 4 1/ reÂ·T W a *8 11-=,--/-O WY - I , .. 1 - 1 &-1 / 11 1191.1 1 n.1-4 8 %207 Western Heritage /' \ R 3 \ 0-\Fi EM-IM---7 i 0 NUL-cr-/6--r-w~LUM ....Â· 09. I W ' 4. '' tRi .4 3072157430 PO BOX 2117 Consulting & Engineering \& A451 i<- j \\3 8 20-* ....-te...... Mi/WY82~4 -- f, *-91\ ,- 41 .t le '; 1 0 14-1.- 9 .REVSTS~AMMAFNILINDINCSTAN~~ION -1 Z OF SLEEVE' (900 PVC J INSTALL TAP & VALVE A REFERENCE INSTALLATION NOTES 1 4 FOR FUTURE RO4 H Â· m * LITh---- % - SHEET 1-1.0 9%\ I RELOCATE VALVES AS NECESSARY ~i~~ 9 0&\\ 6.1# -\ - INSTALL TAP & VALVE FOR FUTURE RO5 - - vi-~x- ~44Â§- i -- - -- r , * 4 -/4 4 --- - 0 ts =.LS-I- 4 71 4 1 1 \ ./ f 5 -4 1 , , \/ 40 2/,1 < --1-L~. REINSTALLNEWPUMPSTATION w REFERENCE 1-6.068.1 1 ,./1 . f 1 i - gy /' V 1.1 \\ ~-1. ' J O / INSTALL MASTER VALVE AND FLOW SENSOR, ' ~ s / CONNECT TO PUMP DISCHARGE, ~ INSTALL PUMP AND DRAINS PER PUMP PLANS , PARK C & 2 10 1 4 POND f OZ PROJ. NO. 809003.00 R DRAWN: MAV . : APPROVED: RLA r / DATE: 31 AUG 2012 & 85 1 1 6. I 319 1 REVISIONS i ' / 47 49 . F.J / / / fs) t. KuL-4 & ~ '' ' Â© OZARCHITECTURE , .n - BURLINGAME RANCH , %~ 100% IMPLEMENTATION ISSUED FOR: DOCUMENT 49 v/ NOT FOR CONSTRUCTION SHEET TITLE: , IRRIGATION MAIN LINEE -- -~ PLAN SCALE: 1' =20'Â·0' SHEET NUMBER NOT FOR CONSTRUCTION I-2.3 HONVB 3IAIVONI-1NAEI OC]Vhl0100 'N3dSV - 1 li J -85-/-3 , U V ~>93 ~ 14 ~ t-11Ir / ---n- L -1 -+ - 5x55- 69*r \ Â«. \ i=-fts flu \ /4/ 1.1:.14 2. . - I // .- -1 ' , - 40\ ; / 11 1 11 Â·ULU---- / 2.4 4 r \ \ , //7 j'. 2 t.:st' 4 I 0/ 1 . V -// 1 1 , / AT~*---Trr " - 1 --1 11zt=1------BEZZAN'"Ati.*~~"' . ~~_~rÂ¥------n 1. . - tb, 1 -2 / ' ./ f-24 --P \--- P, ARCHITECTURE 1 il e K | 0 - L.leihwk.+ REF INSTALLATION 4, p -ve.0 NOTE 6&7 f'- '... , 1, _-, ~ 1805 29th Street % -% .30 3 , Suite 2054 ly/ Boulder, Colorado 80301 U*1 phone 303.449.8900 47<\ ETTIa?iy\rnam ~__lg -1~'RI@1&1'-~3* 4,43\ 1. ' - - 4-L_=_2*,Ur=*i / . . I . 1:2 7 col - ,% 2 /:I:: 41 -e~-=i=y-=9*PE~ _Â« rcit / . 5 L./ 1 - - ' 4./., 62-61=~ 9 -1 1 : 12 121 A 1 -=1 1--lt I[-1 1 THE CITY OF ASPEN ~ , il , ,-- ~ REF INSTALLATION \ ~2 r-- _a,- 441 4<1 - 0- NOTE 6&7 . t 1 _â€ž631 M~y, - Â£ I .4...# " /1 R J 334~ - lr J -1 ....1 / 1 -18 R')3 1 \,/fr ~ J \\2 el :- 1 Western Heritage W - \ P Consulting & Engineering 1.H/4 ./ / 42 1-j \ ~ t.: , 9 ELL_ i 2 \(3- \\ it ,-' c:>1--.Â£:zi--, A - $.- 1 ir===:. ........lim .....82644 3072157430 PO BOX 2117 4/Â·. -4 -, REF INSTALLATION %~ NOTE 6&7 Â£*. I ' J INSTALL TAP & VALVE ~ C \ 1\ ; T-~7 r 1 r pl 41 -. FOR FUTURE ]104 ~ . 21 - I. gil:==- - n i i.\ n INSTALL TAP & VALVE 21 ill' ' ~~ - A i FOR FUTURE ROS . $ 9-~ 3% 4 h '04 f -/1 4 \I , -=2 Â£ - C<> EL --t-- 4%31 - /5/ Cr-ti -.*- Â«a ~..121123113=Â·4'* ' Â· ~Â·rr -Â· 7 - -1 J i INSTALL MASTER VALVE AND FLOW SENSOR, , j <---REF INSTALLATIdi~ * ~ O / CONNECT TO PUMP DISCHARGE, ~ NOTE 6&7 INSTALL PUMP AND DRAINS PER PUMP PLANS ' 1 41-,Aff A , . 4 ' + ; + \Uk .0 t l , I I , 1 J POND ~ ~ ,' / 4. ~ A i OZ PROJ. NO. 809003.00 5 1 ' ' DRAWN: MAV APPROVED: RLA 3 / / / / 41.. < ~ - DATE: 31 AUG 2012 ..7 2 REVISIONS 1 J / 7 L ,Â©cc, . 3// Â© OZARCHITECTURE + vt-LIla t ! 4 BURLINGAME RANCH ISSUED FOR: - ~ -~ -<.-- 100% IMPLEMENTATION DOCUMENT '44 02 1 NOT FOR CONSTRUCTION 3 - SHEET TITLE: ~ IRRIGATION MAIN LINE - PLAN SCALE: 1Â·= 20'-0Â· SHEET NUMBER NOT FOR CONSTRUCTION I-3.4 HONVM BINVONI-lk:Ine OCIÂ¥210100 'N3dSÂ¥ OP FOR FURIRE CONNOON 10 E-CROAAN) FPE DAYLIGHT DRAIN 10 WEIÂ¢ FEATURE A DAY.JGHT DRAIN 12 BRASS NIPRE. CURB ly BRASS t#PPLE. CURB 5/P & ,%512 GAL F- STOP & WAS1E GALV RFE K) P.Â¢D OUILET TO DAZABT - PIPE TO POND OUILET TO DAYULNT CONNECT TO REGAT[ON r-10 KVA Power Supply Â¢.AW"Irm.12- \4 - - ~ 115/230 Singte Phase ~_ 4---- ---------- = === Pulp House 1 LI-Ii-=--2 Suite 2054 1805 29th Street Per Architecturd 1 - == Boulder, Colorado 80301 phone 303.449.8900 -Connect Power Supply per Electrical 37 2' CONL ACTING 1- CONT. ACEIG 11,$-Â»~~ ~~11 REUSE WIE gatil@tl 5 7/Lif COVO?E 11 /'lim' 1 -. 1 "A h MCRON BOX -re, i - . Â·u==u ra, THE CrrY OF ASPEN MAn-CO.IIA .1 1 aillÂ£%54/lay - . 4 1. 4 Â¥. ... I ...'. I ./ .. . ' 1 1 / 1 . /772'g. 1 2~4'-3, . - - - - - Western Heritage 11[ 1,1 LU Li_-1 211121112111-~//~1117 - 1 ~ 4'.1 . 1.- - - - CONNECT TO RGANON 112111211'Elk ,/ /- -Â« v ... r-E x GE gite -*w- MA~1.iNE DIS128UT0N 3111-lili/ .95/ 072 SEE Â»WELL DIA. EE NTH 1* 01128 SEP & WASTE - - - riSTALL DAFGHT DRAIN m POO - - lIll - 42.9 - - 4068 ,/ - _ 0,0/zp/ElmiERR?ye , NSTALL FLANGE CAP FOR 8JRFE CON~â‚¬(11<11 -2 - Â· -FLOW FILLÂ·OR OTHER Consulting & Engineering --72â€¢ DIameter Â· -ms-AM Mils,WY 83644 Al - STRUCTURAL BACKFILL -26Â£_1 4.%4/ -n,0%4 ~587' FED Geâ‚¬ CF CONNECT TO WAER EATURE Â· . i PER GEOTECHNICAL ENGINEER 3072157430 PO BOX 2117 -- Â· - Monolithlc Manhole Base , PUWP DISCONNECT r 7 atiE 69, mt /,j A.,D 1 --- - Lai~*~Â· , with 72' RCP Barrel sections 208, 6Mt JPH 4501 U,W - - -2 \ -to grade, Ref Ova *kPWI = 1 CONCRETE nBUST 8.92 - md 4sconnect Pr jecttid Z.=- _1 ABLE TO LOCK-OUT TAG OUT - 1 1 j QLID +1*fifib &09 11' Ar --- ~- r, 1 i,0 1524 - - /\HV\ 1 -~7~~%eÂ·*71)./ r== 4~22 ~-Invert Â· REF CIVILÂ· .30Â¢44*4 T PVC disaige Ato 4* = 4%54Â»h . &0Â· 0,0 1â€žDw abol,ma- - Â»82#k -- insert *# tube disch,ge frcrn . - 1 1 / *@4,C/,es#;to,#ah -Â£ -64*'.~ ~i I .... 1 7----- = 072' WELL .. Â»Â¥493*%0% --70' (REF) \4>92%4, .5,Â¢939321*43&6&,#M. Â· 9>6Â»00>;Â·Â»Â»i.**44*4~44:*94*24>7Â»M.-9&Â»N*hee;52*imitRAf:Afile-8*%021* .96*6464%#4 3<2**92*si~t**ig:~*ii*44444*iÂ©444*ii#M*NAK~~;MWM~i*m4WMii*tkÂ·4462%6~4~34*99*WW 4- 50? 35 PVC D#chorgi to PonÂ£ above ' Wafer Valve -- - is$~ 6 , . 1 1 Wl:Ki~ hwa 8 6118ws to be kag rces 9<'<$&fd#44;*409;#8%44*~O~~~~~%4-4884 40-~.OFFit<Sper Geotechnical ~En@ineer f , v/" >04>5%0}%;554~~ --- 1~ PUMP & WET WELL --- PROFILE VEW ESWIVEL JOINT (VICTAULIC) - hi TS OZ PROJ. NO. 809003,00 SWIVEL JOINT (VICTAULIC) ~10' FLANGE END DRAWN: RLA APPROVED: RLA / / 2' 90140 PVC PIPE TO ~4' FLANGE END (TYP) DATE: 31 AUG 2012 8 L- 8 FLANGE END REVISIONS MAF HOUT BY 0130?S Mm RDIOVABLE ROOF CR HAK:H FO ACC~NOWE P- 5IEW REWOÂ¥~1 2-1' FERT PORT -7 PUMP HOUSE LAYOUT -9~-3'-2'- /-1' AIRVENT PORT P LAN VI EW v-2' BLOWOUT PORT e- -~45 deg & 22.5 deg etbow -2'-8' SUPPLYPIPE NTS 0- | 7 i~ -3'-4 1 WE VALVE /SOLUION, Ref,rence CNR Â© OZ ARCHITECTURE - BURLINGAME RANCH 8'-9' IISSUED FORÂ· 100% IMPLEMENTATION 7'- 4' ~ 2' DRAIN PORT-~ \61' DRAINTORT DOCUMENTS NOT FOR CONSTRUCTION 45 cleg & 22.5 cleg elbow-~~ SHEET TITLE: POND 2 IRRIGATION AS NEEDED ' PUMP LAYOUT & DETAILS 11-1~ SCALE: NTS SHEET NUMBER AS NEEDED 4' F.E, x 4' 8' F,E. x 10' F.E. NOT FOR CONSTRUCTION ZEE PIPE W SWIVEL JOINT I-5.1 ZEE PIPE W SWIVEL JOINT HONÂ¥hl al/\IVDNI-IhlnEI 00Â¥hl0100 'N3dSV 41 . 1. -apkh .8 Â«n:%:~ L_-oz< wwu.cunniffe.com - =-Fe Â£16 1 CO 0 -11 1- I -- 0 -1 0 11/-- CE ul LL LL - z D 0 CO LU -1 221 I 0 LU 0 D 0 I 0- D 0_ LU O 0 0 AUDAMMENDMENT 02/19/2016 1-1-1 E @ BURLINGAME PUMPHOUSE 1 0 Z -1 CE 283 FORGE ROAD ASPEN, COLORADO D 00 1. CHARLES CUNNIFFE ARCHITECTS SHEET NO. CVR *Ja 610 EAST HYMAN AVENUE I ASPEN, COLORADO 81611 I TEL: 970.925.5590 | FAX: 970.925.4557 Â© CD.*...ES 2,1.41/F...S 299* OZE 026Â·XÂ¥3 I 0699 926'016 731 I L [918 00 'NEdSV I 3/WNVINAH 19\/3 0[9 2/1/201680235 AM ARCHITECTURAL ABBn[VIATIONS GENERAL NOTES ~. ._ET INDEX 1. AFF 450/E FINISHED /1009 EA EACH ST JONI Â£ RISER 1. ALL CONSTF<UOTION ANP MATE/lÂ»1-5 SHALL EE 45 5/EGIFIEP ANP IN ACCORDANCE ACCOUS AGOUIS-ICAL Url EACH FN'Y .37 ..UNDION .O ..JOH OFENINO FNITH ALL AFFLIC/31 00255. O~iNANCEA LÂ«re, FEâ‚¬MTS, AND THE CONTRAOT POOUMENTS ./. C,O luR~ 02/18/16 0 *.1 APJAORT ELEOT ELECTRICAL 1<FN-Â·! KILOFNATT HOUR SHT SHEET AO 1 OEN. INFORMATON 02 18/16 IM 2. THE GONTRACTOFE SHALL 35 RESFONSIBLE FOR THE ACCUZATI PLACEMENT OF ALL NEA ALT ALTERNATE EL ELEVATION LAM LAMINATE (IR) 547 SWEET V NIL FLOOEINICS CONS-RUCTION ON THE SITE. THEE 603-KE<-CE SHALL FNOVICE COMPLETE BUILIFINO SYSTEMS ALUM ALUMINUM ENO. ENOINEER LAV LAVATORY Del / 9-+ELV (ES) (ING) AND COMPONENTS IN COMFLIANICE R.TH /ANUFAOÂ·EURE,le REQUIREMENTS ANP ARCHITECTURAL RECOMMEN/AliONS ALL SEGUENC\6, INTEE'ACE ANIP COOR-NATION AITH OTHER 'PVD APPRO'ELI 8 EQUAL LT LIOHT IM SIMILAR FULDNe TRADES SH.ALL DE AS REGURED FOâ‚¬ COM,FLETE BIOFERLY INSTALLED AND AG 1 GEN. INFORMATION 02/18/16 APP'~OX AF'PROXMATE E XS EXISTIND MFI MANUFACTUBIL STO SOUNP-TRANSM 551014 CL.435 OPERATINe SYSTEMS AND/OR 5.. 1-31\6 COMÂ°ONE\-9 Â»3 9-ALL MEET OR EXCEED All ARCHI-ECTURAL 91-E P-A\ 02/15/1/ GUALITY LEVELS OF= COMMONLY ACCE=TEP CONe-FDO-ON 2940- SE ANT INPUS-El ARCH ARCHI-TEST LDL/ EXP EXPOSED) MAJL MATEFRIAL SFES SFEIC:F,-ATION Aa 1 F LOGâ‚¬ 4 ROOF PLANS 02/leila BTANDARDS CONTAOT- ARCHITEC- /NIT,-1 ANY GUES-10\9 Fâ‚¬ OR TO 5--ART Ne }NORK ASAP Ae SOON AS -095 91-5 EXT EXTER OR .0 MABONT OPENING .a S:Qâ€žAdEE A.22 ROOF PLANS 02/15/16 3 THE CONTRACTOK SHALL_ VERIFY ALL_ /IME#e,ONS Â»13 6 TE CO\PITONS DEFOCE STAITING A31 BITE ELEVATIONS 02/15/16 GM BEAM V o. FACE o. MTL METAL 5/ 9/JARE FEE- FNGFEK SHOULD A PISGREPANC,Y AFFEAR N THE CONTRACT 5201/EN-9. 0~ 357/â‚¬EN THE AD/ EXTEFE,OR ELEVATO,9 02/15/16 584â‚¬0 BEARING 7-IN FIN['B+4 MAX MAX,MUM 99 9-A;\295 9-EEL C ONTEACT DOCublENTE ANC EXIST Ne WIP TIONS. NOTIFY THE /â‚¬001 TEST AT ONSE FR 43 3 EXTEFEIOR ELEVATONS 02' 0/16 1NSTRUCTION ON HON TO PROCEED EFF BELOYM FINISA.ED =LOOR TP FIREFE/OF MESH MECHANICAL 573 9-AN/ARP A4.1 BUILDING 4 FNALL EC-10\9 01/22/le DET BET/â‚¬EN FFL FIREFLACE MED MED 6 (INE) CAL) ITL 9-ZE. 4. SHOUL-3 A CONFLICT OCCUFK IN Of BET/â‚¬EN PEAKNINDS AND SFEC ' CATIONS. TME ,\61 ENLARGED FLANS 2 01 22/16 GLIC BLOCK FIXT- FIXTUKE MIN MINIMUM STRUOT 5-RUCTUFCAL 5/50 FIGATIONS 5/ALL TAIâ‚¬ P RECEPENCE. UNLESS A *IR 1-1-EN PECIS // F/OM T-/ ELEVATIONS ARC-ITECT HAS BEEN OBTAINED AH CH PESOTBES A OLARIFICATIC\ OR ALTERNATE Aq. 1 ASSEMBLIES S EXTERIOR 01~22/16 BSMT BASEMENT =LE FLOCK MISC MISCELLANEOUS SUB Duls-nr/TE ME-405) AN//OCK MATERIALS CONSTRUCTION PETAILS 5TU BRITISH THEtMAL_ UNIT(93 2 FLOOF~ 3â‚¬AIN NOM NOMINAL SUPPL 9UPPLEMENT AIO.1 POOR DETAILS 01/22/16 5 THE CON-TRACT// 9Â·IALL CONF=lie /15/HE/ OFEEATIONS ON THE ATE TO ASEAS BD BOARD -T FOOT. FEET NIC NOT IN CONTRAOT 549 SURFACED FOUR SIDES PERMITTED EÂ¥ THE Or[NER. 4Â·0 2 FOOF HATCH/BENCH DE-AILS 01/22/16 wv~v. cunniffe.com 65 BOTH SIDES FTG rOOTINS NA NOT APPLICABLE BUSP SUSFEN/(ED) 6. THE _05 SITE 5-ALLIE MAINTAINEP IN A CLEAN, O EfLY CONDITION FREE OF= 3239'5 6 0. BOTTOM OFF .Ph FOUNDATION NTS NOT TO SCALE TEL -ELEPHONE AND LITTER ANIP BHALL NOT BE JNREASONABLÂ¥ ENCOUMBERED MITH ANY MATÂ·flIALS OR 3'35 GUILPIND FURN FURNISH CO ON GEVER TV -ELEVISION EaU /MENT. EACH SUB-CONTEACTOR IMMEDIATELY UPON COMPLETON OF EAO.Â· FHASE OF= STRUCTURAL ENeINEEKING HIS/HEAK ISR< SHALL REMOVE ALL TRASH AND DEBMEIS AS OF RESULT OF HIS/HEâ‚¬ CAB CABINET 6/L eALLON OF' OFâ‚¬\INS TEMF -EMPERED OPE./.ION 9001 STRUCT/RAL OENER/L NOT/5 01/21/6 CL â‚¬ CENTEE LINE lA INOE OFF OFFIS.E TE TONGUE AND IROO/E AND LEDEND 7 ALL VATEÂ£!ALI BTORED ON THE SITE SHALL BE FNOFERLY STACKâ‚¬/ AND P//TECTED CE~ OERAMIC 66 GENERAL CONTRAS TOQ CP'A OPPOE -E -AND TO Tcip OF C.AUNE FOR REJEOTION OF FNORK FRAMINO PLAN OEILIN<5 5 ALV (DALVINIZED 09/ ORNAMENTAL TE[3 TOP AND BOTTOM TO =KEVENT PAMAOE AND PETÂ·EF/EATION FA]LUE[ TO FF</TECT MATIEIALS MAÂ¥ DE 5101 FOUNDATION , ROOF 01/22/le 9201 STRUCkirRAL PETAILS 01/22/16 Oll CLEAR OL (>LASS GLAZED DID O.~TBIZ>FE PIAMETEE T TREAD 5 --RE 6ON-~ACTOR 9-,ALL DO LL 61.TTINS FITTINI, OR PATCHING OF HIS/HET /ORK THAT Â»lAY OLO CLOSET %3 09Â«35 FIN FAR-IT ON TYF TYPICAL BE REGu flo -O MANCE ITS SEVERAL PARTS FIT TOOETHER PROPERLY AND SHALL NOT ENPANGECK A>Â« 07-59 AORK 37' CUTTING. EXCAVATINe OR OTHERNSE ALTERING THE TOTAL 3 CLOTHES PiYER er/ MEUM d FE\N[Y bA]_9 ECT.) U. UNPEEOROUND KNCEK 09 AN[Y OTHEIT PART OF IT. ALL PATCHIND. REFAIEINO AND REPLACiNG OF MATE,RIALS A CLOTHES RASHER OFâ‚¬3 OVF SUM rALL.3/AFK/ PERF FEEFKFCâ‚¬ATEJEU UNIL UNGLAZED AND SUEFACES CUT OR PAMADED IN E>ECUTION OF 040/# 9*ALL DE DONE MITH APPLICABLE MECHANICAL ENDINEERING MA-ERIAL-9 9,0 PAT 5,~FACES TEPLACED FNILL. UPON COMPLETION. MATOR SURAOUNPING ul COLUMN Hrn HAR.[2Â·FV\FEE PLT. PLAT UNFIN UNFINISHED 51/11-Al SURFACES. ~001 MECHANICAL.L.U.IN' 01/22/le 00!40 CONCRETE .3 HEAD PL/ PerrOCD UNO UNLESS NO-EP OTHER/,SE SENEXAL NOTES ANP q NO FOâ‚¬-DON OF -lie AORK REQUIRING A SHOP 39*liNO or SAMFLE SUBMISSION SHALL SCHEDULES O-1 CONSTRUCTION JOINT HV/C HEATING, VENITING, AND aT al)Â«gÂ¥ -LE VII VI/1 IN FIELD COMMENCE UN- L --5 SUBMISSION HAS BEEN IKEVIEFNED BI THE ARCHITEOT AIR CONDIT:ON[INE 9101 MAJN LE/EL MEOHANICÂ·A_ $ 01/22/16 CONT GONTINLOUS O-1 QUÂ»1111Â¥ ./.T VERTICAL- A L 950- PO<-TONS OF THE AOL< SHALL. 55 IN ACCOFOANCE AITH IKEViEFâ‚¬/ BHOP ELECTI CAL P_AN COOFED COORDINATE .10/IZ HORIZONTAL .APIUS 'CE VINYL COMPOSTION TILE 3:EAK\LNee AND 5Â»/FLES. SHOP PRK*ONGS Â»13 FEODUCT SUBMIUALS ARE REQUIRED FOFE A_L 5.40/ PASFIGA--EP ADIA AS Fâ‚¬L- AS 9CEZOIFIED FROPLJOTS, THS FNORK INCLUDES 0.. CO,NTER .P HORSE POFNER /. ROOF 3â‚¬AIN 7 VOLT PU- NOT BE _IMITED TO STRUICTUEAL /1/ PECIâ‚¬ATIVE STEEL. FNINDOFNe and /0095 or OUDIOFEET ..H HOT FNATER HEATEE IM ./>CM .4 :ATE. HEATE. BU _T-IN CABINETRY. HAR[:PRARE. PLUMS,NO ard ELECTRICAL FIXTURES APPLIANCES AND EX-ERIOEK $ iNT-ERIOâ‚¬ FINISH MATERIALS ELECTRICAL ENeINEERING OF DAM'ROOFING HT 'EleLIT /3 /26/ SAAN M nATEFE 0_09/T DEy- DEPARTMENT 190 INTERNATIONAL_ BUILPING COPE FMB RESILIENT CO /[ BASE AF RATEqFROOF 10 Pl/ENSONS. Eool ELESTRIO.AL SENTEAL NOTES 01 22,6 A. ALL PIMENSIONS *HALL TAKE FREGEPENCE OVER 50/4.E OF PRAAINIS. CTL DETAL INGL INGLUPE :3) (INS) RFN REDAINING NALL m re'HT AND LEOENP B. ALL DIMENSIONS .Â«E TO FACE OF STUP /* FICE OF CONLO,IETE , N O. 31 A 0 DIAMETER INFO INFOâ€¢KMA-ION REF. 6FEE,IREFERENICE rnF re_32/ INIFE FAe'. c ECU ELECTRICAL SCHEDULES ONE 0- 22. B 11. CONTRACTOR TO FIKe/IDE ALL NECESBATY BLOCKING BACKUNS ANO FFAMINe LINE .....AM DIM P /FieloN . INSIDE D AMETER IKER REFRIBI,RATOE FC?. .:20/ FOfâ‚¬ LIGHT FlXTURES ELECTKICAL_ UN TS A O EGUIPMENT FECESSED TEVE AND At- Irl .1.-FNA.... IN52/ INSULATION 1~EINF REZINFOFECE ( 3) - .TH OTHEE ITEMS te K[GUIRED IN cori\ 1.- INTERIOR REFAR FINFIIGING BAR (5) a/O FUT:OJT 12 IHERE LAFCOEFE STUPS OR FUFIRING aREE REEQJRED -O OOVEâ‚¬ = 0 #53 INP OONEZ, TB, IX IMIN 1â‚¬0 ATEKNATONAL FEESIDENTIAL IKE/3 REGU'23 Â£ ..co THE LAR<DER 9110 SIZE OR FURRING 5-4.L EX-ENT -ME FU- SUPEASE OF --E /\ALL COZE MOTH AND LENOTH FNHERE THE FIRING OCCURS ... PRAPNING 13 FEe//E ALL ACCESS FANELS AS REGUIEED 3* 6//ER\ING CODES TO ALL CONCEALED 9PACES, VOI/9 ATTICS. ECT. VERIFY nÂ·PE KEGUIRED AiT- ATO-1-Â·EST =I Of TO NSTALLATION ARCHITECTURAL SYMBOLS PROJECT INFORMATION SYMBOLLEGEND LOCATION: BURLINGAME RANCH AFFORDABLE HOUSINe, ASPEN,COLORAPO --CONSTRUCTION SPOT ELEVATION 613 DETAIL NUMBER F 12 ASSEMBLY LEGAL DESCRIPTION: SUBDIVISION: BURLINGAME RANCH AFFORDABLE HOUSINS FILINS 1 PARK A 7 El- = .52 SHEET NUMBER Aql SHEET NUMBER * T.O PLATE TOP OF PLATE PROJECT DEM.KIFTION: PROPOSE NEA 22' X 22' FUMHOUSE TO HOUSE EQUIPMENT 9017 ADIENT EL = 110-0" PARK. ROOF TO BE A VIE~11146 PLATFORM FOR LOCAL RESIDENTS AND VISITORS ACCESSIBLE BY A 5-~~BUILDING SECTION - - /r--- EXTERIOR ELEVATION C* TO. PLY TOP OF FLOOR ELEVATION 41>L__w- SHEET NUMBER l AS.1 D 2 RAMP CONNECTED TO PROPOSE FATHRAY AND EXISTING BUS STOP. P EL.= 100-0 L.Â¢~SHEET NUMBER ~~----__.Â£IL~~~NEWCONTOUR , - WALLSECTION *AL~~SHEET NUMBER ZONING & BUILDING CODE INFORMATION - 1-EXISTING CONTOUR REVISIONS KITCHEN -ROOM NAME ----- CENTER LINE [II}Zk__-/ ROOM NUMBER '- LA APPLICABLE COPEB: HIDDEN LINE 2015 3 0 43 ANÂ¥ fEal.4REMENTS EÂ¥ THE LOCAL- BULDINIO PEF,Â£â‚¬11Â·Â·liENT VICINITY MAP g WINDOW NUMBER KEYNOTE ~ LLI ----- SETBACK LINE ~f~ROOM NUMBER DOOR LETTER PROJECT DIRECTORY LU 0 A BREAK LINE - - - ~~~-â€¢Â·. ~ t~~ % ~ ~ V - SEE SHEET 00 A ~-1/62.1 MATCH LINE 0 - - PROPERTY LINE A 0-INTERIOR ELEVATION ARCHITECT STRUCTURAL ENeINEER CONTRACTOR N ' NOFITI CHARLES GUNNIFFE ARC>i TESOBECE ENeiNEEEKING= ellte / Q p All, 9 1SHEET NUMBER Ati PROJECT NORTH .0 E. H.MAN AVE A PLAN & SECTION .L-// 0 po DOX 5-[25 ASPEN, COLORADO 51611 CLKES-ED BUTTE, CO 31224 N< C TELE. CIO) (125-55<~O TELE (TO) 349-1216 MATERIAL INDICATIONS TRUE NORTH FAXÂ· 170) 920-4557 CONTACT 3O232NI HARPER EARTH MASONRY INSULATION CIVIL ENGINEER MECHANICAL ENeINEER ELECTRICAL ENGINEER 01-Tr' OF ASPEN PAPÂ¢KS DEPT FEEOURCE EINGINEEFKING GROP PEE5654â‚¬OE ENeINEE~INe OFE~F ~ ~~~ 4//1</2 9/*Al ,~,2E ir-" ~iT-2=11-11=il- COMPACTED FILL <IX:.*388888& CONCRETE BLOCK 49~61696't BATT 535 LEMETA// LANE PO BOX 3-25 PO BOX 3-25 .-- - 4--" T.7 AeFEN. CO >1 611 ORESTED BUTTE /O 3-22/ GREETED BUTTE CO 51224 ~ TELE (970) <120-5120 TELE (970,349-<216 TELE (aÂ·70) 34q-1216 1. lili . . m.:in.lu-_. POROUS FILL- 11"IN' . 1 BRICK .:':. el RIGID FAX (170) 120-5125 CONTACT PCIPSON HASEP5;t CON-ACT: DODSON HARPER '4 SOFEIS ENOINEGINO 7 , f' A:,tâ€ž r LANDSCAPE AiCHITECT 502 MAIN ST SUITE A-3 DRAWING: UNDISTURBED SOILS STONE NbenÂ«),4 SPRAYED FOAM CARBONPALE. CO 51623 617 OF /5/EN PAIMS DEPT 24 -ELE (al-NO) 104-0311 535 GEMETAer LANE .EN INF'IMATON FAX (FO) 704 -0313 *PEN, CO 31611 li~~09111%211*Alt ROCK GLASS BLOCK WOOD 914Â£ l.c <\ STE TELE: (470) a2O-5120 ISSUE: DATE FAX: (970) q2O-5125 CONCRETE METAL 34124--63-2-- FINISH 14Â»-2 -,- 1 -' 9 Â£92>\ 5fiNGAME FARK FUMP HOUSE [PP F~06RESS 01/22/-6 4Air-,4, ' 3 6/ I~*i.W#. - FrUP Abl END.lENT 02/1 8/16 Â·Â·' Â·- f *Â·. CAST :50.1///6 STEEL IX1 WD. FRAMING tzÂ· 79/*,r -34-1 t>,9 =17)\ . . -â‚¬) JOB NO. 1512 GROUT, LIGHTWEIGHT t, . CONCRETE 1/1 WD. BLOCKING . ..1 7 111,123= ./r .mi = 7~5 19/2 ~aft? /07 -4 - 4* SHEET NO. GLU-LAM PLYWOOD iv, _ AO.1 Â© COP~RIC,4 thARLEbolINNI'LA'CH!..6 S1031IHOhIV 3=I=IINNnO S3-IhIVHO 3SnOHdl/\Ind BINVÂ©NllhlnEI 299'016'026:XVI I 0699'926'016:131 I L 1919 00'NBdSV I '3/\V NVWAH 1SVE 029 LL9Le Z/19/201680204 AM Black Locust Siding ~ f , .... .:.: . . 41% . .. -' .. Black locust is durable, grows fast, and has a ,/ f Â»51.7 r. . C ' 1 I . . lut .. 50-year rot resistance. Black locust serves as an alternative toendangered tropical hardwoods I , 01 } r - ti 1 . . 9. C - Oil<e Ipe and Teak), chemically treated lumber, . I. - T . /. . , 11= '. t and pressure treated lumber. f ,Â· i,:%-1 f *4* " C' , > E :F .,: Â·'. Â·,1 1 $ - I 1 Ut '. z f S b .. Bird Blind 4 t 31 Â¢4 â€¢ 11: . 4\ , i :t .1 A bird blind is a camouflaged shelter used to f i 1,t ~ Â· observe wildlife at close quarters. They are com- + 1 1... r 1'' =f. 6.7 t 11 1 4 monly found in parks and wetland for the use of t ~ observers who do not want to disturb wildlife as 14-:t. 4-41 1 : fID -1 i '. Â· I 6 .6*. it is being observed & r 6 Â¥ i ~ X J $ 4 2.t Y. . ,# .4 9 7 *4 2 : - -1 1 a 4 - S 1 1 .. Y . :" I .A J.f \\ p I. f/7,1 711.1 0 SIVT ...p ' I i . 4 .6 L : i 4%* 9 Â· Â· 41 '&* '40 4 I # i 4 0* St 4 1 4 Texture and Shadow t - , hÂ° 0 A le- 't --4 Â·Â· a 4 '.Â· ~- Â·51-Â·Â·y.Â· r.ztai# m Wood siding is attached both on the short side . ':-gr. I 4 . . .4 5C - - %~iÂ»foN>.ALÂ·.:2.2.Â· Â·Â· ~ - <4 and the long side of boards to create more -/5 4% . 1 .Iii 13.1.34-'.f.,1 7.449% 943#Â·~J~1.~.~,>, 49 0-4. . 63 , 1 ..4 1 -# 4- 1 PE texture '1 ./ I - .NU '2 jk & mm 5.4Â·- 2.M 4 -4 . 34 . 32 ) .1; ' t b.,-4 W - 1 ?42 ts M 1.- 1 -- ... -*i Â£, in- & . , 9,0 1 - > 2% I. ' Â· .246.49.- 1 4 1 M. 1 1 1.2 1 - I ... .' - ; i.. 1 11 '22 - - 4 '~ i.. al $***f'M *41. *41Â¥ 0 . 9 - 0: 933 ; 4 4 6{ 1 +9 * r l -1-' I 1 Â© . * Lc . r 212 Â» 1 <k; , A Black Locust Roof Pavers 1 80 - 21 , 1 ./. 1 + F... 5 . g 'F . Â»r Black Locust wood pavers are naturally rot-re- . Ai -*91... 9 . - *0 sistant for a50 year lifetime. Pavers have a 3/8" , 0Â·. i joint to allow water to pass through. Pavers are 4 1 ...Le rk..7/.. S ADA compliant and available in custom sizes. %44? 2 ake tr V v ityp $ 1 .1 ./.U- :1 bz,*./2*~/. tÂ¢ & 1/ 612 INSPIRATION BURLINGAME PUMP HOUSE REFINED VERTICAL DESIGN @. @EN 01 December 2015 CHARLES CUNNIFFE ARCHITECTS . 219/201680208AM I \ h 1 \ 2/ \ \ / \ 1 Y. . I A . %<Â«03 I ..\\ I. I . 1 \ / \ 1 1 -1 1 \ i :\21 V / 71 h , 5. / t. ' ./ '1 ... /5 \- \\ 4 \\ i--- -7//0/ / A \ \\ .\ 2 ./ / \ @ I Ill 4. /A V ./ \ I // \ saa \\ \\ 6 1111 ff \ \\ \ \ 6 A .â‚¬\ . , / 73 / / \1 /1 ; , \ . 9, //7 X. 3 : .. X\\ 5 Lij~ + < 1-' I m 1//// /7/41 Â« \\\ t>\ m 5 4 -5*5,4 34>\93 /2 9/~, L 11 ~ \\ 1 1 . 31&4 / \\ / / -A X /0 \ 4, I \ I 3 .: 1 .~I , \ \. . N 9 - .WAR/... \ I -- - *11117. ,- \ \ 1 , / UN00' MA - 0 41#qh \ ' 1 ' I "i- J 0 - / - "EF . i - \R -- . '...... /. ~J. i .0 .. .' M ' J - ..: 3-.1 ! - , , / 0 0, / 1 -- / , rJ [ .'\ 4.7 -111 0 le'l~ - 0 .-I 1 < . -1 1 , 1 69'En 2 - . ..040 h , \\ 1 - 7.- .-I / 51 ./ > 1 , . t. 1 0 N / 1. 1 1 ./ .. .43 1 1 i. ' , '' P + + *- . 'h W ,/th ' ,/ 7 ,/ X.~*4.,-,1. .th . / ~\. 1 I . ! ' 0 1 1 1.'/ 1 I W , 02, 7 1 / 1 ./ 7 48 /:' I j 'i I. 5. / : . I / t. / 89 :h ' . A . v . r t -: . / /' ...''I I 1,1 1,1.. 1, ~~ _ ,grâ‚¬"th* Â· 9 I I. Â» ...1 14\ .. 1, '' ... i l ': I, / / ... /3 .A N... 2> 4,Â·' ' .' '.0 . 0. ./ I' / .' -:* .. - #76,# 741 : ~ 1 ..6 : Â®00'Â·/ .Â·' ,.'' ~ ' : 0/ , . b bi,1 / . j / / / , 1 .J , , 7 /. I . //0 ./ .' ' 1 11 / /44;â‚¬, 9%11/, HO& 1~ 1" .: ' I. . 4 . 1 m ' 071 Â· , 411 \ ' . <.+b . I '. I 1 7/ r 1 /4 %=... . .... I . ./ / J. - / . i 1] . 1 11 8 <3 92 5 69- R E BURLINGAME PUMPHOUSE CHARLES CUNNIFFE ARCHITECTS ~ m [13 *gul & 2 *892 0= 0 #AmpÂ© c J J 2 1* 2 e. 0 0 : %0E3 283 FORGE ROAD h 46 m 2 ASPEN, CO 81611 610 EAST HYMAN AVE I ASPEN, CO 81611 1 TEL: 970 925 5590 I FAX: 970.920.4557 3 ~~ ~ PROPOSED HOUSE // i / / E><lutukeus 1 OTHEFE , 1 PLATFORM, NIS FUTURE VIEC.INO 3arLL/1 6 1 I ./O_L'ld S-031]I,04. 333INMOD 931'VH J .HEad ~00 4 Â¢ E LS#(ECOZOÂ¥:I I 0699262 Elit Im@ 00 'ledSÂ¥ 1 3AVNVMAHISVB0L9 L L9Le 00 'N3dSV Lij 4 9 8 OVOW 39303 Â£82 r- .g . C A EU m k g 2 < C 91@01 0 RALQF" S1031IHOEIV 3:IBINNAO S3-lhlÂ¥HO 3SAOHdl/\Ind BIAIVONFIEIAEI & e Rt M i P:i ' / 0 -1 331 / # 1( \ 1 -,11 / i g l.(1 / 6 \.7 h V : <i I fri 1 . 0 1 n r a U. L /3 1 Â¢ -1 13 / h.1 , h /, < ,-J , I / i 1.81 11,8 1 +7 B. Q. 8~. 8.8.1.[1, i., i, 1 [1 1 [1?.> 1 C 0.1] 1/9/1 [1 1 [1 [l i E- -- 1 . - I 4 1 1 -I -r==3 .- . 1 0 r .' 11 CIZE 55 m -== I. A \ 0 : 111 Un 1 7 / 7 $ 41 #ir -4, --' // 0 \.& , , $ 71Â°t A = 4 0 /-TA\ 1 1 ' '#' _,/ Â» A. t - <f/> co c .53 i 4.-13/ .AM) \30 + 3 /i , 0--------- 1 , /6 % N 1 1 1 1 7 9 1 1 10 9 ' 1..,161 Ill // B 1/ . O19 -= 11 1 49<26 ..... [T , .4 0 , [ /Â· i It -11, .023 :'r.- C 91 1 f.no 9 629: IM R r \12 ----- 4~. -1 4.4 11 '' Trg~ e ~ 0 11-11*43 MIl , f 1. r . Â·Â· /1 Y 1 f 1. 1 - Jr l . 1 1 t e ... 02* 01â€¢ln 0 f . P- -PT &!F 1.LÂ·1.-T./. -Â£ ... 0 . & 1 901'11 0#W I 0 I J d? R-- Aj1 dik , JCK 18$ .01 2 \\ 19 r -_.1 _1~ ~I - - 013 1~ /11 . r 1 : A A j 1, Le @ 1 4% 0 91\, \ 1 1 f:,1. b 0 | C|) 1 # I~ - -- ,~Â·1-2 9---1-â€¢4 i 'Al /9 Â«.9 7 In h 1 1 .19.0 1 1 T Ip' 1 6 1 - f - r1 -- I r- 3 1 r. 4 1- 3,(910-=- 1 1 i 1 1 1 i "- 1 +1 2-13' C 'i' ' 414+1 L U ~ d J Q [11 [1 U ' U 6'd'u'U'[1[1''bu'[1 L ''- ri I [Alt} /7\ 1 U.0/ U/) 4 4 0-25 1 - 109 ~82 Â§:PE I / 1 3/ du,%% L / /1 4 Â»144\ ' 1 EQ \ 0% / j ..." '. \\. 904 l : . 11~ W - lin Q < ./ U. g m , f 0.1,6 i B , n i [1 i n HI n --v,-r-~--r-rr- 1; h~~ '~ % "' VI/+04CAT â€¢I 1 Fly--to ...~: g:..:91 ty i - -- 1 dll 1 , 1 4 1 ilf â‚¬ 1 93:* -2 ---. : kn-':f i 1 Rli L i .I-- //- -1 I - *1[ 1 r-. 1 .. . 1 - # 1 1 - 1 4- ft 1 - i ~ . .----_._.- . --JEC.4@ 21[]~2 1 1 ' DE- It 9 1104 ; 11 0- r I ./ .0...../- 1 1 , Ii= 11,4 . I Â·-----:-EL.--: ., r i 1-: 1 - 1 -- 1 1 11 L 11 â€¢- : -~k=4Â»:=-- . Â·-Â·Â·... <0-fE' 1! 91 1 . '1 11 ~ 11 .... -- 1 4.1 Â· Â·Â·Â·:i Â·-Â·- 1 1-- 1 LUL_ _ . 4 -, ------Â·---=- Â· E-.--pa=~ME (-39 - Erin 6 . r '121 1-5 ,- I I -- r, LEI Â·Â·Â·Â· - -- Â· . I : + + + , 1 j - . 8 1& DE 1--IT- -- - 1 -1 + + .1 - - 3-JI-. Â· 1 . 7 9 -1 29 E #11:1. 1 1 1 1+ 1.41,1J *-KI 82 88 2 4 1 0 k. D aft \ u O Z --- - , 2. /2 2% 5 M...JL.. -- .::--- ..j--tt-~2=-|- ~Â·Â·Â·Â·------- "~ .7. I / I b 39 3 Â§4 & u a az 6 / ""'5.~ -Â·--21--FEE-:.LJ--1~j.I ' ibl ,-1 = : 1.._1_ 1 UI!1 1, .11 , it 41 .1'< +Ii ....,1. 7 OTC-'27 Tr--1 .. 1-----11 -- -- 1. 1 . 51 , Lt O 1 11 6 N 1 1 1 1 1 1 1 1 LS b 1 - fl 11 " 1 F :- (RA Â©4.------i-' CI- Flll MIMâ‚¬[- - r.0-------- 3~2.U , I.' '..,.~,â€ž,'~,Â·~~~Â·"Â·',Â·""'U'&'"1'~'~"~'g"G "D'~'U'"U~U D~ '~U'~ U'U'Uu''U U)''.~- L / ff ~ 1 <13 (1 11 A- . .1 L 11 &-/Â·14 INÂ¥+6~089~0Y/6. 91031IHONÂ¥333!NNnO 93 U,HD 1-adldo) O al'I A 'd-16 Grle -NLLSI>G- 9 LF PROPOSED ACCESS PATH BÂ¥ OTHERS 1 0 1[18...1 8,8..n.n 120 11 10 :111;0 8 1,4 NV-Id 13A31 aNAOB NV1d =10 UTILITY EeD/ NT. 2%47 .4 AfUMÂ·~'. 0,454*t. STOP GUARPRAIL AT COLUMNS, ~ .3 1 A '.1019 GrIt] eJ U IN FICIT OF TINUE BIDING mono >ft n Qu * 1***>7****77*3Â¥***74 â€¢ 0 OTHERS kNITH LOCUS- PLAN .6 4 5 BY OTHERS MITHOUT PLANTING LEGEN AVERS AN R.CUN ,. 18 / t \ ./1 X 20'-0 1/4' 77-3 ~ b ' . 2.-8 , 1-5 7, 1-: j, i VA'VW.Gunniffe.corn 1.0/ lo. 11 '.IN 11 v r,0-04. rEP-04 râ‚¬2-01 A.11 1 1 1 ' -ty .:Â·.j~~ 43â‚¬41.~p"%****kt /1Â«.22Â»,m ~~~~~'~~~=r---1-Â»3~~9. I .fl . .27=F 40- , . '1 1 . :.-991:7 1 1 O -5 -/4 1- 1 - DEAVEL -1.11 11 . 1 2 BAL.-AST. T... 1 f-2 dE[ 7/-lr NOTE. ALL ELEVATO\B SHORN FREFRESENT INCHES OF INBULA-iON -JUL---C_ 1 1 4 ---7-4 . - 7--rur-,1 1 '~ 1 11 Y k 13% =Â«= 1.- I -4[20*_ Â· -AN-1. ~ C 47 - x . ' Fl; 1 . 11 ]L.-.- .. -i ..2 1 1 O-5 TAPECED --/ 1,e INSULA- ON i. 1 . JUL-'L ' ~ '1 : 11 - 1 1./96 0 - lili 1. 432; f 1-- VIlE ' I * 20% 1 14 , 1 -1 1 ~. ~.1 . 34 I I 433,2 _ 1 9 34 - 9/' 0. .1 1 1 Ij Â» 0 - 4./4 - O -5 -,/3 - . 11 1 . ./ F 35213 1596 - t in, r- -; -7 Â© - 1---71 9 1 . ..+9* & A ROOF HATS- 2/ 0..1/6 . ----- [f- 11--- 1 : . OÂ· - 7 1/2 1 1 i- 17% 20% .:5 ,0/ 1 IL -- ----- - ~ 0_a Â·~0 r -_21121_~1 -=1-7-li.-r -1111 1 ll li /1=U - / 4 1,4 O -5/4 1 - J . ..4 , " '37.'41" Fl~~~ ';A' '~ 0 ~ 4 ,Â·EA ' 8' ' i. - LEi ..Â·-E Â·,â‚¬ lE -1 /.ii.- f. -" . C -: "pLIA+<'%'44.~-~4:0_ '-.4 L J l T U \ r=:~ O-' 3/4' ' 1ROOF F..9 1 rn=or-1-DATE-1 If M 1 JOB NO. 1512 1 SHEET NO. C-) SHADE PLAN - Ch INSULATION SLOPING PLAN - 1/2" = 1'-0" A2.2 91031IHOMÂ¥ 3=I=IINNrIO S3-IhIVHO 39AOHdl/\Ind 3IAIVDNI-lhIAEI 299FogB0LÂ©*I I 0699 916026'131 I L [919 00 "NEdSV I BAV NVWAH lsÂ¥3 0[9 L L91.8 00 'N3dSV OVOW 39h103 Â£93 2/19/201680229 AM 1. *183 .,/>Â«441 ./.41, 2 1/ EXISTIND BUS -39 STOP DIE/OND 1 2 : n n . ' iÂ·.--Â·.222 2.0 e RE: STRLICTURAL. FOâ‚¬ : ~-. www.cunniffe.com =42~3 - /IMP COLUMN , .. r , 5Â·00 PAS.IkE DE -1 9 A- LOCATIONS Ii' 'Ilill'll-I _-1,,~11 ...f.,: Bi- 1 Cj PUMP HOUSE KOOF _ _ =a-==. <'- I 2.5 9-- - a. 5-/I --E~ =2 LiA | -i-bo.qo -- Â£ j = 00 ROPOM; wOUSING M OTHERS ~ P.,IP HOUSE FIN. FLI. t go go FÂ¥/O.5 E. CLIMP HO.E.I. AC.0599 /il; Â© SITE ELEVATION - NORTH 1/8" =1'-0 /7 \/h. 4 ,/-4 h\\L I i.'~. 11- 233Â»~_ f ] -4 /Â¥ OTHERS 5//04/ 7 - - - 1/ LA... 1 -11 FROFOBED Ha,SINI RÂ» . DDL - 52'. sm.2-2- '- Ill -r E> I /h 11 1 1 1/6..EEETEEE- 14 / -1- ~~~Â«~- -ou_J- IF~ ~ 3 0 -BUSST// T â‚¬ SLAD ,) < BUS STOP TO SLAS W 100.90 m'/1 :....... 3/ 97--qq.00 . 1 -------~~p,p.....-* L==- - -NUL' lili -- Efen\6 52 emp LU D EXISTING 6.5 STOP RE 5TRUCTUKAL FOâ‚¬ CO RAMP COLUMN // PUMP HOUSE FIN FLR LOCATIONS 1. PUMP HOJSE FIN. FLE. ~h P 90 go ROPOSED O PUMP HOUSE KOPOSED PUM-HOUSE AND I Â£%,ESS EAMP Â« & AE D ME Â® SITE ELEVATION - WEST ~ SITE ELEVATION -EAST a ~8 1/8" =1'-0 1/80' = 1'-0" LU 2& 2& CD R < Z -1 CE D 00 DRAWING. 81 ZJJ SITE ELEVATIONS ISSUE: DATE DO PRO6RESS 01/22/16 M MENPMENT 02/1//16 ~ 510 FAEPOKE DFK T O. SLAB I I ~/ 101.01 PROPOSED - 11 BUS STOP TO SLAB ~~ TC /O <.. ./ JOB NO. 1512 HOUSING DY - I. 00, OTHERS FEOFOBED DOSTING BUS PROPOSED *MF HOUSE SHEET NO, PUMP HOUSE STOP AND ACCESS /Ah/r 'EYOND BEYOND MAILBOKEB r\ SITE ELEVATION - SOUTH N=cei ALL 0~â€žOE INFLIMAT ON 19 BHO/Â»l A3.1 1/8"= 1'.0 FOR INFO/MATION ONLV - NAL SITE DEAD Ne TO BE DETERMINED BÂ¥ PAINE DEFATTMENT AND CIVIL ENO NEE< S1031IHOhIV 3=I=IINNAO 931hIVHO ZÂ®t'260Z6 X\/3 I 0699'GE6 DE Â·-131 I L I,9[9 00 'N3dSÂ¥ I 3AV NVINAH .LSÂ¥3 m9 219Â®1680231 AM 2/19/2016 802 33 AM a a 2 0 s Im 1 1~ A 11= Ir 1 1 lili 41< 1 0 r-t m IZ 1 M 11\21./ tp U 9F 2-_4___ An 4 19 Ug 1 m 1 m CD .4--- ---- -0 1 W 1 1 00. P 8 3 5 > 11 95 9 1 CD -4#11 *.21112 -014 i Wl:ll +ti-Â·'Ll[- 't i ;4 4,1~'tittl Jillt; <10/ 14'-O ' f 1 1 1-3 1/2 1 1 1 CD m U m ~12 /6.3 3m 1 0 A 0 Â£ e : . El [D -) UN 4 3> 0 0 1 V m W --=i Â®Â®@@Â®G k) 1% I 6 6 I I 2 2 2% 91% SE maa 22562 2 E 8 2 0 8 'D g "- 88 8EJd 2 1 2dUU 00Â¥M 1. i IC 90 2J9% 0 /9 euro 'I #0 i / 70 7124/~' m 4, Am,9 61: fle R O,1 F M BURLINGAME PUMPHOUSE CHARLES CUNNIFFE ARCHITECTS 11%141 8 4 5 1 1 Il liI+Il % 1 5 1 111 10101 18 1 1,1 1 Ill la'Al Elf I 283 FORGE ROAD 8 9 91\1 - 1 6 16;lili I ASPEN, CO 81611 610 EAST HYMAN AVE. I ASPEN, CO 81611 I TEL: 970 925.5590 1 FAX 970.920,4557 3~ ~ 6-IrÂ¥1 3/ SNO*39 dll 63 NOWÂ¥ INI NOULÂ¥0011,JA 3>IV.LNI 036 1-t,V -329 '16â‚¬G 11/ 131â€¢0/ -111301 19Â¥3 - NOI1VA313 -eÂ· LENGTH ALIINS MTH TOF FULL LENGTH E.Â·-6' LEN/THI AL-10 5 4 -0Â·Â· LENOTH. ALIONS M El m my-G;H m .. 1. SPINe FIN LENSTH LESEND *23 ~ PULL LENORA ~ 6'-0' 1-ENISTH ALISM AITH TOP ~ 8-6 LENGTH, ALIONS rl)TH TOP ~ 5 -O" LENITH. AL16NS NITH BOTTOM ~ 4 -O'Â· LENITA, ALIGNS /TH BOTTOM! ~ 2 -6 LENOTH AL.IONS NITH TOF www.cunniffe.com - }NP-<24 I - [fl n / m '001 1 L_-~ Â«ly--4 1-7--12 - - -Â«< < - ~3 GUARD>Â«AIL BEYOND. RE \443\ \\ 1-- VIALL SECTIONS AND DETAILS-~ \Â«241--23 - 11 \ A-ICESe K.AMF BEVIND REÂ· ENLATOEP PLANS 'OR 1.1 - râ‚¬)-04 / 1\\ ADDiTIONAL IN=Oâ‚¬/ATON 6--4. A.4. \CLZ 1 , 1 ~ MT-02 ~ 1 r-- n \ 7- IMT-OIl /6/AFEI>RAIL BE<OND RE-----1 1 5 F--1 I-1 t '~ l '~~~ | ~' ~ ' ' : \ I ~ 2-f- 1 - L---1 ~ FNAL L SECTIONS ANG PETAILS 1 1 , | 1 ! 1 l i l i 1 1 1 1 rr-1 0 = = 1 7 - - - --7 - 3 - = w e - r- 0 0 CD (9 G) 0- 0- 0 0 0 @CD (9 (0 0 (D 0 0 (9 T e 9 - Cg (~) 1 8 (9 (D (D (9 8 LU ... D -- - -- -- -6 - -- -- - -F--- - - -1 - - - 1\L - -4- - 13*'PICUM 229- /11 100 od-'Ev- - 0 101 1 CD L 0 4 BASE, REÂ· IAL_ CD O ' (3 f 0 0 0 0 1 METAL FL,ce/,le AT ~ LU O 72/ N - /\ : 4 i -< pÂ»LLS 92Â¥0>43 MT -01 I SECTON \ 1 - -BRADE AMP RETAINING 3/0,\SPO,- _COAÂ·-10% EE. 39--AJL.9 FOR ~ 3 MORE IN-OfÂ»'A--10\ 2. fOOF 394 NAGE M.1 | / m 85 1 - \ 47 - . ELECTiâ‚¬ICAL ME-ERS EE E_ES--f CAL- 39/Â·Al\05 9 EÂ»Â·INST VENT LOCATION | ~~ ~ ~ ~ ! 9 / I \ I . < 1 1 / I /- 1 \ / / /1 \ O-3 4,0 / / -RE 911-lt TOFOGRAPHÂ¥ 5Â¥ ~ ~ , , ~ ~-~~95 FOR RETAININS FNALL * 4 INFORMATION ~ / ~ / ! - DRAWING. i | 1 6 / I EXTER]GR ELE 'ATONS , , / - FLIMP HOUSE FIN FLFE ~ ISSUE: DATE â€¢ ego I. PUD AMENOMENT 02/18/16 METAL FANEL FLASHING AT ~ (/2 ola.J/1 BASE RE YNALL SECTION 7- - JOB NO. 1512 SHEET NO. r\ ELEVATION - WEST /0-3 ELEVATION - NORTH (2) A3.3 1/2"=1'-0" 49 1/2'=1'.0 Â© CO"FIGHT.A: LES CLIN/[rE ARCIFEC' S1031IHOEIV 3:I:IINNAO S3-lhIVHO HdIAInd Bl/\IVÂ©NllhlnEI 299* 016'0Z6:>003 I 0699 916'Om Â·131 I L Lme 00'NEdSV I 3/\VNVINAH LSÂ¥3 0t9 2/19/2016 8 02 35 AM EXISTING CONDITIONS/TOPOGRAPHY MAP PORTION OF PARK A-BURLINGAME AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION -SECOND AMENDMENT BEING SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. PROPERTY DESCRIPTION CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. PARK A SHEET 2 OF 2 BURLINGAME AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION-SECOND AMENDMENT, C\><ibes>'- V.- \ \ m 1 1 1 according to the Plat thereof filed in Book 102 at Page 59 of the Pitkin County, Colorado records 2 ..'t *4 t 3 fpre ,/ -, Countyolpitkin -OWAREA-\ 11,9.L ,,49 3. City of Aspen 8 4 fy. C State of Colorado R~M = 7800.Or-4 n pl i , 1/ i.2 570RM MH (4 1Fti#T ~~~ 1: ~1 ~~~1 InvourllÂ·=7793.99' ~ \\ ~NA L NOTES: *--7 Â·. /.4 U / 6. 1 ~ - * * 4 2it 'Xf:;EA#,li~ <tUY 1 j 2% -- ' -Â·, te- 21,4~tueÂ·~ 1 , R RIM â€¢ 7807 52' 1) Date of SurveÂ¥-February 6, 20, 2015. Other field information from SE surveys of INVINAUN~7702,0 . 1 0 * 1 .*6/ 1 INVIN 2~=7802.6S' \ ., ' , , 200'9 2014. 1-ma 1 /A ff t 'Nvou 12Â·=7802.51' M K i <79 1 0 \ RECEIVED 2) Date of Preparation-February-March. 2015, Finalized March 8, 2016. 1 . 0 -~Â·34-12- AREABLET 2 ./.4-=77.-75' 1- RIM=7798.70' INVOUT W - 7793.20 1 - 0.1 / 3) Basis of Elevations: The 2009 Marcin Engineering CIty of Aspen Control Map. being 1 / based on an elevation of 7720.88' (NAVD 1988) on the NGS Station 'SÂ·159". This MAR 0 9 2016 established a site benchmark elevation of 7799.74' on a found Brass Disk marked, LS. %20* #28643 being northwesterly of the Bus Stop building, as shown 130 OUrrALL / 0 ./ , --77,0 Â» /1//.4-=780"F . .P...\, k\' 9 '44 ? '4Â¥ ~ '6--~ A~~~~OUW;lm '1 1 s . - 4) Contour Interval: One (l) Foot. 525~20'417 42.24 CITY OF ASPEN .. CUT 1/ .. 7803-0/ //91WkÂ»< 0 tr Tmp. CH UNK FENCING OR$FICE EL .7,2~-j ~ ~1~~0 /\ ~\ .*L-- 4 5)Atthetimeof thesurveytherewasapproximatelylul' of,nowontheground-50 . 9... %$/Vjv/V 4 1 1 Z: A. \ ve.gâ‚¬F:14~'fl ~* 2 5 ,- 1 STORM#(47*.Conc.) l CG##417 DEvELOPMENT some pertinent features may not have been visible to be located. ~ 2357'0*MU/~;* cr X it Â® M \ \ PARTLuty,{.Ht, iNVM ISTER-=p,9.42' _ . 6) The utilities as shown, are based on survey field bcation from 2009 through January \ /4,>33 -Â» f,: 535-09'29"E 2015. Some utilities may have have been re-routed and/or relocated since the initial \ ff JNÂ¥069 18- 0 1, 1 - â‚¬971 \ 1 \ 3 \11 Â« L ,04/7 ... _ .-- ~49 63 43.07' field tocation and should be verified prior to any excavation. 0 \ 2-pvc. h 7) No Title Commitment or Policy was used in the preparation of this survey. 3.8094..Â·0..7.. \ \, 41 11 ~Â·HOLyCROiSEUkeâ€ž=Â£uuâ„¢rry Â· r.. - \\. \ )/ WEMENT ~ - 335'09'29"E (vaâ‚¬*.lan4 \\41 12\<-t'Â»1==t=== SOURCE DOCUMENTS: 43.07' /<1 361 4.4.4 - 1 - â€¢ PLAT-BURUNGAME RANCH AFFORDABLE HOUSING, FIUNG No. 1 FINAL SUBDIVISION PLAT. Curve Table \ 4 Â¢* ' A -â‚¬Â» , . -Â· Cur,el ... Radiu$ Ingent Dena Chord/,rection Chord â€¢ DOCUMENT-ORDINANCE No. 22 (SERIES 2011)-RECEPTION No. 583320, I - I , Cll 57.05' 428.50 2857 73/41 $13'32Â·04-E 57.01 \\ \ .1 1\ Â· -/.- Cll lair 192.50' ... 37-15'20Â» Nll Or SPE 122.52 - ALL OF THE PITKIN COUNTY, COLORADO RECORDS. . C13 25.53' .m 14.83 73~Or47~ â€¢753'16-W 23.83' 520'30'32"E Cll 2166' 213% ... 4~32'46~ M 36'561 21.660 SURVEYOR'S STATEMENT 1 i. v.hv-,2 + 40:\ 9 J /<' .'....Ind} , \41% 4 50.20 I Mark S. Beckter. do hereby state that this survey was prepared by 5opris Engineering C15 32.. 277.50* 26.15' 10'4556 /,145Â·34Â·28-W 52.06Â· f , //0. Â»75:24%2~ \ 34.\ ~1 LlefortheCityntÂ»p,clp,rks Department,andthatitistrueandcorrecttothebest C. 20.49' 206.69' 1025 5~40'43 548'27 04/ 2048' /17 2&05 1000 DoÂ· 14 02Â· 1/'25 N23-18Â·251V 2805 of RY,knpg~00*id Hief. \ /*Â°097'UJ; ~.. ':VTÂ·.0,96Â· S.2624 "'4. ~:'M,7'ECLIRSj~~~,fT'',~~,e'...,Ii,j,;,F,,k , f /l ~~~~SÂ·.:* ri*=~t789.' Am 1 1.lvt#.1.2,1,1 '44 Cls 7624' 40= 5G 28~ 109'11': 565~07Â·45-2 65.. _mIAIEU14(1179:trtÂ». iNVOUNV= 7796.15' f PARK A g &894ff302*11 1 ,/-17,40 TAÂ·>tf 0.965 Acrest 527' 41' 19"E \ \ *8U"SAW f. 1 b N. 0,1 21' //442/4 4/ ,~ 02 4 1% 1 \ \ \ \Â«.31 / . .\33#.24 :ff.. *#-*-4. Nli;~9~2~~-*'.4641 1.-114,7-1 -1 SEE PAGE 1-FOR PARKBFOR DETAIL t. f, y . 1& '4 ' #~~~.# V ~~-~- u Â¥ / 1 423- \ % 1 (Clouded Area) /71 \ '\F I <il.,0570*.Aw(.Â·34..c~ \ 1 I'l. R,f (SUR/EDATTâ€žE,Fs j 1 -f\\ 1 0. '4: .*% ~~2 'Â·*Â·Â·-* ' **~ iNV/NiNWJâ€¢778979' ~146 , / 1 ft. %5ZW&*%;%~ MOUTH'- 7790.34' Â·/4 / 1 / ~, 1 '. ~ ./ S42' 160 16"W .. â‚¬ ' j ~ .1 ~ C . r i 7 -uum 0 0 0 4*+ 4 .\ 4\K ~\~/ 6#0924*ACP â€¢7789.83' 4 , N ' 4- 0 4 / , \F '04 3.92' f, :4, :" -, ,/2 -31 , 4 0 0/ ....1 + .,1\3 ..STORM .H tâ€¢' {4 Con,) / * ; REOWITERINCHOPE.36â€¢CE .9.\.4. 1 \ RÂ».4-7799.44* ~ . N rÂ»-4 41. <7 ,Â· v..f .. *4Â« i ./ 1 INV -12 -7794 75' 4 -s,- \ k>'. . L MI -0 /// \ /57, r Â· i .7.~'L 0 V 4/ 'Â· 6.1 r= 77/4.55' -Â·1 evyja'VALLEY;Nia *0 82. ,r *, 4 f,-_ ,'E~P~-2 - Â·I/ , tt â€¢2 4, 'Â£ #4 T# //0/ 9 /93.97 9. /4, 779516'h H 4., -* 0 0 ' I 44 .v A . #Il : al ./ -4- ' 1 4 24% \ .- -y--=..u-, ...--: -' Ul N I I b. un / GRAPHIC SCALE i\ ,+ ..\ ,--9 7~;10'LDERST; -,-1 1 f i \ -9.4-*WU c w- 1*/.24"=7791.33' , * Â·.~ , INV OUTMÂ». 7791..15' L-~xtrh~ \ 9,13- 1. \ 6 1 20 0 10 20 40 I 1 t't . .0 . .*/ l::/p#LI xt \ .. vt Â· LA 0- , 0 .- \44 4 - 1 -% . Mox --~ C L '40=7802.64 - <.2 , f j 1 Â·Â· \44, --,4, ./ rÂ©f\-N ( IN FEET) linch = 20 ft 11> 0 L. I 4#\~ -4.5% 4,7- I , , .4.=7792.61 / % ; ar 11 - -- / \ "42 'te 4, R .r iNV OUT =7792.18' F j | , &/0 f Â¥ 4 \ ttft'.:f 1/ I 4 L .3 1- i 3 0 1 1 \25 / 1 *2 *INLET :*rjt\\ 00) f 0 =133.1. ~~ -~-~~ 4~ORGE~ - .' 1-22.-% 41,1 9. BOUNDARY UNE RED BUTTE OPEN SPAC Â·FLN N .1 4 / / .. ./. .-.e \ k *00724.. 7791+ 4\ --'Â·Â· % --~.-- KEL ' 1-- I# W .~I :t 4/ I i .1 . 1.2 / E-' CH. UNK F 1 # 1 4 ko PARKS , , , ~ 1 . ~,81'~ ' * ~ '6 gsÂ·15'48-E 41 1 \ Ill . M *r % i .b < r --1~ 051*A...~ / <7~f/' 4~9~- N ..4 *414 4 14 "21:10 h e . 246 31 INV. OUT.7782 73' ~-~ \1%.I\,IN .... 5,28'29"W~21 .AvY.\ ), /1 - / \\-74++ \\\ t ~ 3 W U N ~7 5 0 - 1. ~&87 4 1 --,//~/1- . 4 ~ <1 / / , \ / ~ ~ iNÂ¥Â· IN=7782.9;k N \ : 4# m=n89.*2 !Â® d,Â·~.- 1 j> h 11 ~ 1% # i.. 1 #F - // G ./DOM/N;UM 5#, 5UPPLEMEUT Â£ / INV. 0//17,az,9 Â·,~. ~1/1 .~ ~ -4 1 *-4- ? 1,<1-14>Â« ./\ \ \ 446 1 A 1 3\ \ 1 - ~07$ 9 : # 42\ \ STMH R'M =7791.94' - -'94*/ \ \ 81.- 4/.1 3 / \ 1 1.34 A ...74 1 4, \.. \ 18~RCPE.~NV. OUT=778414' '26 \ ::i k\> 4 ./ 1629 Sq.4 18 RIPS. INV /=7788.]4' f -7Â·/'* / , 1, .<\.4 X \ 3 1 -- I. : I lii\ 1 1 1. 1 4/ \ b. t AS-BULTSMH I 0 ' 0 '*780.65' S ' ' * & 1 < 7 'N... :..:<.< 4 4. \ 04 1 Â»5.1 % 11 ! GENERAL UTILITY NOTES: â€¢7795 45 v~ / \ 1 / .4. >0 9- 11 -1 21'E , t,YOUT =1795.19' \\ 1 '076 ~ \ A 1. The locations of underground utilities have been plotted based on utility maps, i ). ...4.4 . 4 ., '. 1 -\. / .2.-74". 0\\ - 4 Aâ€¢'-2-Id' \~ \\ conHrudionldesign Flam. other infomation provided by utituy companies and adual field locations in some instances. These utilities, as shown. may not represent actual \ field condjtiorÂ·15. It is the responsibility of the contractor to contact all utjlity SOPRIS ENGINEERING - LLC f ~ . < , \ 1 companies for field location of utilities prior to construction. i, CIVIL CON SU LTANTS ~0 502 MAIN STREET, SUITE A3 ~ ' 4 \ 14'- h \ \14 ./TICE. ACCOR/:NG TO COLORADO.W YOU MUST COMMENCE ANY 'GAL *Cno.BASECUPONAN.OEFECTIMTâ€¢*SURVE'f TTH,11â„¢REEYEARS 1,%4, \ CARBONDALE, COLORADO 81623 ~ // \ 1 AFTER el; Flgr D.OVER SUCti DEFECT. IN NO EVENT UAY ANY A[nON GASED UPON ANY DEFECT IN THIS SURVtÂ¥ BE COMMENCED MC* D~N TEN YWS FROM THE DATE C. "....no,ts....HEREIN (970) 704-0311 SOPRISENG@SOPRISENG.COM + \ LA \ p 0 x 4 . ,- r --A f d J. * 3/L'201 6 15043 I G\2015',15043#..râ€ž ...150,43-Base dhig 15 38-1