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Home My WebLink AboutLand Use Case.500 Doolittle Dr.0068.2010.ASLU6 : THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER 0068.2010.ASLU PARCEL ID NUMBER 2735 132 04 825 PROJECTS ADDRESS 500 DOOLITTLE DR LOT 4 PLANNER JESSICA GARROW CASE DESCRIPTION AMENDMENT TO SPA REPRESENTATIVE WATER DEPTMENT DATE OF FINAL ACTION 11.10.10 CLOSED BY ANGELA SCOREY ON: 12.22.10 NOTICE OF APPROVAL For an Insubstantial Speciall> Planned Area (SPA) Amendment to the Water Plant SPA, located at 500 Doolittle Drive, for the placement of solar/photovoltaic modules Parcel ID No.: 2735-132-04-825 APPLICANT: City of Aspen Water Department SUBJECT PROPERTY: 500 Doolittle Drive, Lot 4: Water Plant Site AMENDMENT: Amendment to the SPA to allow the placement of photovoltaic solar modules SUMMARY: 1-he applicant has requested an Insubstantial Amendment to the Water Plant Specially Planned Area (SPA) to allow for the installation and maintenance of a solar array on top of the existing two mg. (million gallons) clear well (reservoir). The configuration of the proposed solar array would be rectangular. as displayed in Exhibit E. This configuration includes an area of approximately 190 feet by 108 feet (20.520 square feet) which is consistent with the shape o f the existing cover on the clear well. I he proposed height would be twelve feet on top of the cover of the clear well which is approximately two feet five inches above existing grade for a total of 14.5 feet above grade. History: Ordinance No. 7. series of 1980 created the SPA designation for the Water Plant Site. Ordinance No. 18, Series of 1983 rezoned the underlying zone district of the Castle Creek Water l'reatment Plant from R-15/SPA to Public (PUB)/SPA. Ordinance No. 18 (Exhibit -A") included a plan which approved upgrading utilities, new structures (clarifier and treatment plant), a storage building. a parking area and other improvements to Site. Subsequently. through Ordinance No. 23. Series of 1996 the City granted final SPA approval. Subdivision, Conditional lise Approval and dimensional requirements for affordable housing in the PUB Zone district, and Special Review for Parking for the City of Aspen Water rireatment Plant and Affordable housing project situated on Lot 2 and 4 of the Thomas Property. STAFF EVALUATION: Per the Application, the request is to add 190'x 108' (20.520 square feet) of solar array to the cover on an existing reservoir structure. The total height ( 14.5') of the reservoir and the proposed solar structure on top would be within maximum height limitations (253 of the SPA. The location of the reservoir does not encroach upon the required 100 foot development setback. The Applicants proposed solar array is consistent with current and historic uses of the property. I he proposed structure is acceptable given the purpose and permitted uses of the underlying zone district (see Exhibit Dj. Additionally, the proposed solar array meets the requirements for an insubstantial amendment to an SPA (see 1.xhibit C, Review Criteria). DECISION: The Community' Development Director finds the administrative application for an Insubstantial SPA Amendment to the Water Plant SPA as noted above to be consistent with the review criteria . :hibit C). The Applicant shall b Ile to complete normal maintenance and upkeep to the facility when needed, but shall seek an amendment to this approval if the photovoltaic equipment is to be alteried in height or size. The Community Development Director hereby APPROVES the request: APPROVED BY: . 001 0 1 900 Chris Bendon Date Community Development Director ACCEPTED BY: il/lo/ID -*murhemaitent Date Attachments: Exhibit A: Ordinance No. 18, Series of 1983 Exhibit B: rhe City Thomas Property Subdivision Exception Lot 4. Specially Planned Area Map Amendment No. 1 Exhibit C: Review Criteria Iixhibit D: Permitted uses in the Public (PLJB) zone district Exhibit E: Photographs and location map of the solar/photovoltaic equipment Exhibit F: Application t*tl B IT- A '- RECORD OF PROCEEDINGS 100 Leaves - 51 C. F POECKU I. 8. I U /0. ORDINANCE NO. ~~ (Series of 1983> AN ORDINANCE AMENDING SECTION 24-2.2 OF THE MUNICIPAL CODE (ZONING DISTRICT MAP) BY REZONING THE CASTLE CREEK WATER TREATMENT PLANT PARCEL FROM R-15/SPA TO PUB-PUBLIC AND ACCEPTING A PLAN SETTING THE AREA AND BULK REQUIREMENT FOR THE PARCEL WHEREAS, the City of Aspen is the owner of record of a parcel of land used for its water treatment facility more specifically described as Lot 4, City Thomas Property Subdivision Exception, City of Aspen, Pitkin County, Colorado; and WHEREAS, the Aspen Planning and Zoning Commission did hold a public hearing on March 22, 1983, to consider the rezoning of said property and did recommend that it be rezoned from R-15/SPA to Pub-Public; and WHEREAS, as required by Section 24-3.4 of the Municipal Code, the Planning Commission did further recommend the adoption of a precise plan as the area and bulk requirements for the site, more specifically described in Exhibit "A", attached hereto and incor- porated by reference; and WHEREAS, proposed additions to the plant are for utility upgrading purposes and consist of two new structures ( clarifier and treatment plant), additional filter beds, construction of a 24" pipeline by the Meadowood Pump Station, and a construction road; and WHEREAS, upgrading is necessary to permit the full renovation of the existing water treatment plant, to provide system redun- dancy, backup capability and the ability to meet further need for water treatment; and WHEREAS, this upgrading and addition to the plant is consis- tent with the scheduled implementation of the Comprehensive Water Management Plan of 1980, as amended; and RECORD OF PROCEEDINGS 100 Leaves - 5, C. I ....8 0. I ' CO WHEREAS, the rezoning has been evaluated according to the criteria of Section 24-12.7(d)(1) through (6) of the Municipal Code and found to be in substantial compliance therewith; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO: Section 1 That Section 24-2.2 (Zoning District Map) be and hereby is amended to change the zoning of the City's Castle Creek Water Treatment Plant parcel, more specifically described as Lot 4, City Thomas Property Subdivision Exception, City of Aspen, Pitkin County, Colorado, from R-15/SPA to Pub-Public. Section 2 That the precise plan submitted for this site, more specifi- cally described in Exhibit "A", be and hereby is adopted as the area and bulk requirements for this site. Section 3 That the City Engineer be and he hereby is directed to amend the Zoning District Map to reflect the change in zoning of the Castle Creek Water Treatment Plant parcel from R-15/SPA to Pub- Public. He is further directed to record the plat of the expan- sion plan as the precise development plan for the parcel. Section 4 If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portions thereof. Section 5 A public hearing on the ordinance shall be held on the / day of ~~,â‚¬.+ , 1983, at 5:00 P.M. in the City Counci~Chambers, Aspen City Hall, Aspen, Colorado, 15 RECORD OF PROCEEDINGS 100 Leaves Â¢. 2 ....EL B. R. 4 L../. days prior to which hearing notice of the same shall be published once in a newspaper of general circulation within the City of Aspen. INTRODUCED, READ AND ORDERED published as provided by law by the City Council of the City of Aspen on the // day of 0-PALL , 1983. Â©ELA.1 He+rtian Edel, Makor ATTEST: , o.6 4 Iici _ R'atnryn 3.~*och, City Clerk FINALLY adopted, passed and approved on this /2~ day of , 1983. Afl _# 8 6 v /---r*.UL Hdr'fnan Edel, Mayor ATTEST: 1-2*61-41 Kathryn S.Â£#koch, City Clerk - RECORD OF PROCEEDINGS 100 Leaves r ..CK. 0. 8. A b U. STATE OF COLORADO ) SS CERTIFICATE COUNTY OF PITKIN ) I, Kathryn S. Koch, City Clerk of Aspen, Colorado, do hereby certify that the above and foregoing ordinance was introduced, read in full, and passed on 4.-zL,j- 0 reading at a regular meeting of the City Council of the City of Aspen on 0*Ill , 19 Â£1. and published in the Aspen Times a weekly newspaper of general circulation published in the City of Aspen, Colorado, in its issue of (locl. 14-- , 192:~~ , and was finally adopted 9 0"0-0--4 and approved at a regula,0meeting of the City Council on 9799/ , 19/~__' and ordered published as Ordinance No. /~~ , Series of 19 ~~5 , of said City, as provided by law. IN WITNESS WHEREOF, I have hereunto set my hand and the seal of said City of Aspen, Colorado this 24 day of ~6Â«-4.- , 192 . Kathryn %0 koch, City Clerk SEAL Deputy City Clerk . ' I. I i câ€ž 1 - L#PEN 1 6 -h.-4 1.- i ... 1 -./. f laill'rall . i r.-t. r A.10'. ./ 4 /-*.I#/I/- r-- 1 1 4 1---<tly.11 . *06~C 1 20' â€¢29â‚¬ EAS/â€¢047 TO -7 2 ' :&%57* 7 1 t .-'ll ./.I- 0.... 0/ .AS..C.2 :. """ED IN THE ' 0 .RE . Tk' Â»IVKIN 2 i ......ter. . AT N.IS X i coul,1â€¢ CLERK -0 , . 6Lt/*I â€¢4 Gorâ€¢~4Â» , 1 pot?Â£_._--__12192---- 34.d 4:, 1/ 81 - ' 7-1 . 1. Â· jir, 1 : 31 -Â« I *5- u_, - * ''' , 1 1 14:- 11 \ ..2.4. 4 . sir.. 1, 212 3.- 1 11 '' ...... 1- 1 1 - -- Laur ip.:r - ' , .......-2...7- - IiÂ·..l: I,Â·i:.'. ./al El . ~ i - , I .I/*-4 i ' --6232-97----eÂ·_-_2 ---645%5~ir:. s~~.72 i '-.- 1 Nt: *33'E Â· '' 4*HI -- Â¥,4.'. 1 .7 ......el .$.5 1,7. 11\ 7 -I 975 I -- 00 I \ 1- 'I â‚¬ ......... ./.Al a CA. ' ./ 1 ' -Â·i~ .."vâ€¢& L s 23,. Su.Â¥E," 1,â€ž-ro UNSUBDIVIDEO FRO PERTT 1.Litbi. *A,IS Of er,*Â·*CS NO~TW 46'17'494AST .1*EEN â„¢IL ~t76 *uâ€¢EAU OF %0 f â€¢5{F'*SN e~%41* _ \3>'*4102)0 OcalÂ·OV.11.M â€ž *, 119)14*9 -Uffll'Â¥,0 7 40 001Â£039 10! . 1 0 It r~'Nk n.3046'47"E, 84 722' f 4 *Q~ FIELD MEASURED , 6, 4 Jail..:5 0. I /8.2. .. 980:444 95...0 BUREAU OF LAND MANAGEMENT BRASS CAP CLOSING CORNER MONUMENT ON BEATRICE PLACER IDENTICAL WITH AMENDED MAMMOUTH PLACER Â»~0 S 6930 PER 1978 SURVEY. 1/ . 1/ 7\ .. . . , . It.. DETAIL FOR, CORNER ABOVE . -1 PAIVATE SURVEYORS 9-j'FOR CORNER ABOVE. NO SCALE \UG.PESMAN L.S.2376 1Â£A_nAIA_ Â· AREA OF LOT .2367797 sq. 11. i , 54.36ACRE :tr EXISTING AREA DEVELOPED I66746 14. fl. 1, 3.83ACRE Â£ ./ Bultdings 8 Fenced areas E. A. R 14 : 1 Â·PROPOSED WATER Â·PLANT DEVELOPMENT 33500sg. fl.1,0.77ACREt TOTAL F.A.R 11.82.1 MINIMUM DEVELOPMENT SETBACK (ALL SIDES) 100 FEET MAXININ HEIGHT OF STRUCTURES 2 S FEET 4 MINIMUM PARKING : WATER TREATMENT PLANT a OFFICE 6 SPACES Â· WATER MAINETENANCE 8UILING 3 SFACES CARETAKERS HOUSE 2 SPACES OPEN SPACE AS DEVELOPED 2 201051 sq. ft.t, 50.53 ACRE:t \OPEN SPACE AFTER PROPOSED DEVELOPMENT 2167551 sq.ft.dz,49.76ACRE 3 Â· .4 Â· J ' OPEN SPACE, 56 OF LOT AFTER DEVELOPMENT 91.54% : , 4 , r.2 2 .4 b E- 4 . I 1 - , --32 .L' ... '.0 't: t:.6 *93!i.~6....C ' 4. Â·Â·Â· - "~ t /, 0:â€¢ 14, Â· u.'00 't.. ...APÂ·Ft,!IthÂ·â€¢// ' .. 4 EXHIBIT 'C' Sec. 26.440.090. Amendment to development order. A. An insubstantial amendment to an approved development order for a linal development plan may be authorized by the Community Development Director. Tile following shall not be considered an insubstantial amendment: 1. A change in the use or character ofthe development. Staff response: This proposal is in line with the Citys long term goal to increase its renewable energy resources. 1 he Water Plant Site an existing treatment plant and location of solar panels to convert sunlight to energy is consistent with the use and character of the site. Stall finds this criterion met. 2, An increase by greater than three percent (3%) in the overall coverage of structures on the land. Staff response: Not applicable: the structure exists and the solar panels would be mounted to the existing cover of the Clear Well. Staff finds this criterion met. 3. Any amendment that substantially increases trip generation rates ofthe proposed development or the demand for public facilities. Staff response: 1 rip generation rates will remain similar to existing as the solar photovoltaic energy system does not require high maintenance. Stall jinds this criterion met. 4. A reduction by greater than three percent (3%) of the approved open space. Staff response: Not applicable: open space will not be changed with this instillation. 5. A reduction by greater than one percent (1Â°/0) ofthe off-street parking and loading space. Staff response: Parking will remain the same other than during construction. Staff finds this criterion met. 6. A reduction in required pavement widths or rights-of-way for streets and easements. Staff response: Not applicable. 7. An increase of greater than two percent (2%) in the approved gross leasable floor area of commercial buildings. Staff response: Not applicable: not an enclosed structure. 8. An increase by greater than one percent (1%) in the approved residential density of the development. Staff response: Not applicable: this is not a residence. 9. Any change which is inconsistent with a condition or representation of the project's original approval or which requires granting o f a further variation from the project's approved use or dimensional requirements. Staff response: The photovollaic energy system is consistent with the SPA original approval and does not require variation for use or dimensional requirements. Staff finds this criterion met. EXHIBIT 'D' 26.710.250. Public (PUB). A. Purpose. The purpose of the Public (PUB) Zone District is to provide for the development of governmental, quasi-governmental and nonprofit facilities for cultural, educational. civic and other nonprofit purposes. B. Permitted uses. The following uses are permitted as of right in the Public (PUR) Zone District: 1. Library: 2. Museum: 3. Post office: 4. Hospital: 5. Essential governmental and public utility uses. facilities. services and buildings (excluding maintenance shops); 6. Public transportation stop. 7. Terminal building and transportation-related facilities: 8. Public surface and underground parking areas; 9. Fire station: 10. Public and private school. 11. Public park i 12. Arts, cultural and recreational activities, buildings and uses: 13. Accessory buildings and uses: 14. Public and private nonprofit uses providing a community service; and 15. Child care center. C. Conditional uses, The fullowing uses are permitted as conditional uses in the Public (PUB) Zone District, subject to the standards and procedures established in Chapter 26.425. 1. Maintenance shop. 2. Affordable housing. D. Dimensional requirements. Yhe dimensional requirements which shall apply to all permitted and conditional uses in the Public (PUB) Zone District shall be set by the adoption of a conceptual development plan and final development plan. pursuant to Chapter 26.445, Planned Unit Development, 49+1 18rr 8 I I PLANNING a ZONING APPROVAL , - CITY COUNCIL APPROVAL CLIA 1 RECoRDER-'S CERT,FICATE L, 1 THIS MAP OFF THE CITY THOMAS PROPERTY SUBDIVISION ~'.7 THIS MAP OF THE CITY THOMAS PROPERTY SUBDIV{SION P~OPE./.V SUBOIÂ¥1./., WAI ACC. P.Er> Fol FILIN' I. IM' 0/.,15 oF TH. ~ngALLY PLAMINED AREA MAP OF LOT *, IME CITY THOMAS EXCEPTION, LOT 4, SPECIALLY PLANNED AREA WAS APPROVED EXCEPTION, LOT 4, SPECIALLY PLANNED AREA WAS APPROVED m-e, p. *421. 2'CuxUL,_Y_ ..., THil, ~ 04 -1 ~A~ 6 Ille CUNK AbIP 1.ECORPeR /11 741 cal/TY ie~. PITIN . sfirt.OF BY THE PLANNING AND ZONING COMMISION THIS ..LL DAY OF BY THE CITY COUNCIL, CITY OF ASPEN THIS 1LDAY OF .84 â€¢~Â·4'D WAS PLU Â¥ FILE' 1/ .00' - .10 AÂ¥ PPÂ«.1 W .MAL_, 19&4 ..Ccer,th ht-341wtl- Â· MEADO)*GOD SLIDIV,5,ON c. ujitt, 4~Â»U OuggL- 4.4 -*2 40Â« -MAL-,1914 CHAIRPERSON ~ W .3 5, -L_Zrz= ATTEST, CITY OF ASPEN'4* , MAYOR, aTY OF' ASPEN V , p,TAIN CoUNTy CiRA 4 12,0.DeR CITY CLERK BOLL 'n. UNSUBDIV,DED PROPERTY ..T l. CON'll , '2..3 4 1 /6/3/!P t O S./7/. b . 6 ~,ki..H e: *Et' I I ..'~â€¢.4 .[ Â·: i B r I I *Al ..~CE 6Â¥ A PAIâ€¢AT' SuHVEr/l &60UT , I : 8 - 70 *T... Nd' 1: S(.A~E POF" S.Mi[Y L,~ ,~. 5 PROPERTY 0Jr~EAU .F WEST QUARTER CORNER . All lay..vil/+-Â· " 9. ..'Er '.E S AMI RANGE 85 WEST, Gth -PRINCIPAL Â·/ANER SC. Dâ€¢ 00' 55 J.' EALT , 1 67 FEET ,; SECTION 23, TOWNSHIP 10 SOUTH, DOUS. E .NE .AS J.,T~ED FOR L.AR Tr ~~ ~Alt .....*S - ,CA'll)* MERIDIAN (1954 BUREAU OF A LAND MANAGEMENT BRASS CAP) sooÂ°03'40'E F 5 00~3345 E 0 . 00Â°"'40' I 365 00 4 E, 7 7 4/4 23 229 33 No00041'E 2202 94') - W I 4. 454/2 r, . PiTKIN COUNTY PACPE'll + lfÂ»Â»1-\ * CITY OF 1 p~I ~ l>f, T I Z E t WATER J i RE.11Â¥01* Â£ A./.0/1//TE -,~ ~ // CM.1,0,114Â£ /,40* E - , 21 - -2 -12Â£0,4 , , - 1#+K m 2 ' ~ ~' - -5-- I 7.*w& Â¢ ' -9. - 4 . \5 36 - / / / A- "sÂ· Â· 1 7 - f.-E-- -35,r -3,Â« 31;C6:2\\ - ' -I- il. . ~4 '~''0~., N~e"54 42'El 84 72 9. W.FIELD â€¢EASWAED _ _ / / r I - ..... 11 11 \ -kÂ·. 96 8 t )X I IDE /â€¢SEMENI /0-9 // , " ' L FOUND ROCK LONâ€¢,2/ 40 5 4-' - 7 WATER TREAT T ilitin U"n: -7/ - /.09 \-4 1 - .1/'A.'wom' r~'cL. . 6 6.Â»c A. - RANT OF EASEWEIT I , ..>e, /4 Kt f. - 1 1 - . '10 G. : 4 \ -0/ â€¢ C., 't' Nt'. , Ff'CE Of YA: PirÂ¥.11Â¢ I ' r//Cr f' /5/ 1/ -â‚¬4'*DED IN 'ME / i /#-08-/.vil-Â£..i -- - E-21__.he:,0. ./9.-..24= ; -<42'' I .JIN, (IwITY CLERK AND .,. < jr; Â·44 4 't.'L--Ir.zÂ·--Â·-z9:a,..,... pECOIDER t. .00* â€¢33 , - : I /2 \ I AT PACE 5!5 ,\ STOMAG' U-- 4 =192\pst,2 - - 1 06 .. N .U/' 0,0. 7 i ' ~TRIATIO \4* 34 2 -Â£ 9,:02 -49' E 9tk 4 ~ /> ; ': T' .16 I , ./ / / ./6 Â·' 1 2 Y ' ' "3'7Ne W' 1 17 i 1 1-11 0 +95â‚¬~0~~1- ~?ff h\- 1Â«2Â©1-0-Jui; 4-- : W. ' "* Ft ' / / ..CLA 2 - , 2 -2 \ 1 /4 ' 1 WAT:-*6.E-3// Â£ ~ ' ' 0.-"aÂ«- t. 87.6... OF 'AND MANAGEME. .RASS CAP '' 0 p,o,e,Â£0 , . * Ch Â·JS'â€¢.C; COWNER MoNUMENY CM BEA7Rier ./.Ull , ' . - IDENUCAL WITW AMENDLD MAMI,IOUT' P.ACER / i ,/ Â»<â€¢ 5 16 9 30 PER '978 SUPIEÂ¥ '' I I_ I / .-CO.S....T,O.. \ '...Ch 4 15'5 'c ~ ~ 4, *--- AREA 3.2.6, 47 54 Fl- k. /2 - ./bl/VIS.,N /3/7797 50 Fl I ~~ 37,05"f .4 - - 54 36 ACRE I -h + 8 13/ .CH - I I / : - SEE 3hE ET 4 FBI DETAÂ·. S A ... 4.. LOT EAS'Mf'll '5423. AND ...LD,NG 1 n. LOCATiONS l.. 10 -ATEM ./bEME IT W BEARING a C,STANSâ‚¬5 MEASURED 738.34 . . Pt5MA: 2376 , 103..,0. E-'.0 e. . IE ., L FORI CORNE' ../.ATE SURVEÂ¥0* NEEAR & CAP 375.00 ,Â°.e.. â€¢ , 107'21 2,/-4 . 41 .4 6 C.? A.OVE , ....744-/-3.0. 1/ 00/ CORNER AGOvE 0 1 6 PESMAN . S 2376 ...... D ; 9 6.-70 1 . NO SCALE . NO" 14'E UNSUBDIVIDED PROPERTY -- CREEK / CS .9 ,:A.. TE W T -0/d'. I 'll:I. 3 'OCI'TED ON 4 -, - U .... 6640 1%70.$1* Â£2 69 rb ROAD ~, C.9 1 7 4 ,~ a CD = =;16 Â·/W ... 4 -UA-DALL LI.aÂ£.hi.U- -Ii--2--1.-- - I 62 Â· L AREA OF LOT 2 367797 i, f 1 1. ~4 16*CmE f BASIS OF ./AltiNGS /0.. 48' 749'AST 'ET./EN THE .7/ BUREAU OF LANG EXISTING AREA DEVELÂ©/&0 44-4- n.*. 5*385Â«61 , MANAGEMENT IRASS CAP MONUMEIT FOR THE NORTHWEST CORNER OF SECTION 13 ~ SECT,ON CORNER SCALE i " . 00 p '. I - -am...IT KAA ' .0, .i TOWNS,UP 10 SOUTW, RANGâ‚¬ *D WIST, 5 iâ€¢ PRINCIP'*l WE/*DIA' AND C}TY Of ~ QUARTER ulliON, ILI MONUMENT 7 2 'MNAUM# I*TER PLANT DEVELOPIENT 33*00,1 ft_*,Â©77*CREk -PE' TRIANGULATiON STATION .E D MOUNT'll. I NO G RE.A. W/PLASTIC C", CITÂ¥ OF ASPEN L:Â¢3;- A TOTAL "......11 O INGLE POINT â€¢N -UNDARIES 50 100 20 CI 300 :L . . ~.Â· M/+I+Aulk DEVELIFIENT SETBACE {Al.1. GIDCS) 10*FEET ILARINGS AND DiSTANCES *ill IN (PARENITMESil ) ARE }Dre NUREAU OF LAND - PHOPERTY BOUNDARY 2 -i : 2 â€¢â€¢*10â€¢1 -FEIGHT oF â€ž.VITURES 2 5 FEET WANAGEMENT *UNVEY RECORD OR PMONITY DISTANCES MADE TO AGREE VI TN %Â· MINiIUM PARKINO : 1410 SURVEY -E- HOLY CIOGS ELECTRIC ASSOC., CASTLE CREEK POWER LINE 3. -W- CITY OF ASPEN, WATER WAIN 11 LOCATIONS OF WATER PLANT IMPROVEMENTS SHOWN HEREIN WEI OBTAINED - THE CITY THOMAS PROPERTY ~ 'Â·Â·i . D.Â· CARETAKERS MOUSE Â· - MACES ~74 1% 100' SCALE COOPER AERIAL TOPOGRAPHICAL MAPS. 0 ... CLOSING CORNER j.,2.- f 29-, Â·oPE* ANCE AS DEVELOPED 1 2010*1 9 11,* r 50.53 ACRE:* Â· Â· N /OUND MINERAL SURVEY COANEN SUBDIVISION 4'Â·- ~~97 Â·Â· O/EN ZPACE AFTER PROPOSED DEVELOPIENT 2,47551 30 n.:*,42.7*ACRil 50Â·Â·Â·Â· Â·' ope, s.ct. % O, LOT AETER DEVELapliNT .t?.1 94 EXCEPTION i Â·Â·Â· Â· Â· -,61 Â·~ 2 . ~ Â·Â· LOT 4, SPECIALLY PLANNED AREA MAP REVISED : 3/11/84- '.MENDMENT NO i * Â¤ FENCE -// ~\ & \6 A. 8, "M - 'r , 7 1 01 1 h/: . I - - Lel 3 - - 3 r. ./.r 7 -1. 1 .' r ... 1 Â£*146 Â·r. ~:N - 8%*4*6*/Waad/"WEW..M"Ablkiti i.tuityf>%'6*9~-- :i- 7.-24Â¢..:,' . -, ~lv ~ "'t.C 7-, 1. COUSLE LiNE *45 016'TriD FO' CLA~,1. N69. 36 , 9 11..S T /6. 00' 671 87 I9 9<Z U.S. GOVERNMENT PROPERTY , r , 11 .4 1 1 , 4 liN'08~4,1 I 2. 2,94 2 48(Ii -1.111 4~~;41.~r?g:111 ,>Â¥K 1 41, / 0, 0,' - 1 +06 ~ Â· 1, 1 : â‚¬+A 3 1)11, 3,4,11 1,1 11 . 111 ,1 1. V. - 1, 1 --1.11 1 - 1 1 11~ '11 * 1 - 11--- 24 , hy> -lailidmi/5 e,0 9%2, . 1 . Â·Â· 1 W ' F . . .4 , .1 .. 4 17:14.~T.L.I.*G<Al <34-*40. -1,4.,.1 - 24*% . 0 , .- I. ....U.P..'. I. I.-.rue's#7* I %57.4,/6 : *. .ed, " ''Â· ' P yiN:. I .... I. '.'.44~%474 ..Il':s.Â«9Â·.j.u,/.....; ./ I ./ 041 ' ..9 3 E~AG~iA ~ 1 .6. 04 6.1 I - NOV O 5 2010 ATTACHMENT 2 -LAND USE APPLICATION PROJECT: CITY or ASPEN COMMUNITY DEVELOPMENT Name: Pl,ase 11 0. Ill J Solar PV array in,stâ€¢llation Location: 500 Pool,++le Drive (Clear wal @ water +reetmer,+ A dlity (Indicate street address, lot & block number, legal description where appropriate) Parcel ID # (REQUIRED) APPLICANT: Naine: City of Aspen Wafer U+,1,4Â·y Address: 500 Deela-+ 1. Drive Phone #: 12 0 -5l!0 (main) 411 - I<14 (SAn trmen) REPRESENTATIVE: Name: Sel Enâ‚¬v-9 71 U.C ken O15 hn Address: Pe) Box 211 Carbond.le , Co '81623 q10-309-2087 Phone #: TYPE OF APPLICATION: (please check all that apply): GMQS Exemption U Conceptual PUD U Temporary Use GMQS Allotment U Final PUD (& PUD Amendment) U Text/Map Amendment Special Review C Subdivision U Conceptual SPA ESA - 8040 Greenline. Stream 1 Subdivision Exemption (includes U 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 E Other: E Conditional Use insubs,44*ial SPA AM.Mendn,câ€¢,+ EXISTING CONDITIONS: (description ofexisting buildings, uses, previous approvals, etc.) Water Treatmer# Pla"+3 (Ea,4 1 Wcs#), Adm;.i.,tr.+im Officâ‚¬:s, C|24< Well 4/ S 61â€¢' array ' cl,ldrint +recitmenÂ¥ bol)8;nj ; 140 411+vibution â‚¬ Electric Shop, Theadâ€¢ Râ€¢jovoir, Cold Stbri~ b\*3. PROPOSAL: (description ofproposed buildings, uses, modifications, etc.) Con,pleÂ·hon and 1#31-411=+Aey, 6% Phases 11â‚¬ Itt .4 4 Solar photovoltdic array @ th c Water +rea.+Ment- Aol;+9 On th< Clâ‚¬ Ar Wol Have you attached the following? FEES DVE: $ U Pre-Application Conference Summary ~ Attachment #1, Signed Fee Agreement U Response to Attachment #3, Dimensional Requirements Form U Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards 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. mmmm CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Drew Alexander, 970.429.2739 DATE: 11/04/2010 PROJECT: 500 Doolittle Drive, City Water Plant REPRESENTATIVE: Sam Irmen, 970.429.1974 OWNER: City of Aspen TYPE OF APPLICATION: Insubstantial SPA Amendment DESCRIPTION: The City of Aspen Water Department has proposed the placement of photovoltaic (PV) solar modules at Lot 25 of the Water Plant Specially Planned Area (SPA). The Water Plant SPA was created in 1984, and has undergone several development projects since, such as the Water Plant Affordable Housing and expansions to the office and work areas near the water plant. Upon receiving an electrical permit through the Building Department, Planning Staff became aware of the proposed PV equipment. This permit, 0237.2010.AELE, was intended to complete PV installation work that had begun in 2008 (0193.2008.AELE). After reviewing the permit, and the previously completed work, it was Staffs determination that the project should have received a review by Com Dev for an SPA amendment. Before zoning can approve the current electrical permit, Staff is requiring a land use application be filed to satisfy the SPA amendment. This review will be handled administratively. The purpose of this is to ensure the correct land use process is handled before work is completed, and also establish parameters around future work regarding the PV area. The review will not include the Planning and Zoning Commission, therefore no public noticing is required. Below is a link to the Land Use application form and the Land Use Code for your convenience. Land Use Application: http://www.aspenpitkin.com/Portals/0/docs/City/Comdev/Apps%20and%20Fees/landuseappform.pdf Land Use Code: http://www.aspenpitkin.com/Departments/Community-Development/Planning-and-Zon i nq/Title-26-Land-Use- Code/ Land Use Code Section(s) 26.304 Common Development Review Procedures 26.440.090 SPA Amendment Review by: Community Development Staff for complete application and administrative review for an Insubstantial SPA Amendment Public Hearing: Not required (if approved by the Community Development Director) Planning Fees: $735 for a Minor Application Review. This includes three (3) hours of staff review time. Additional time over three (3) hours will be billed at $245 per hour Referral Fees: $0 Total Deposit: $735 Total Number of Application Copies: 2 Copies Includes appropriate drawing for board review (HPC = 12; PZ = 10; CC = 7; Referral Agencies = 1/ea.; Planning Staff = 2) To apply, submit the following information m Total Deposit for review of application. 176 Pre-application Conference Summary. 9~ Applicant's name, address and telephone number, contained within a letter signed by the applicant stating the name, address, and telephone number of the representative authorized to act on behalf of the applicant. [2~ Street address and legal description of the parcel on which development is proposed to occur, consisting of a current certificate from a title insurance company, 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. 17'1 Completed Land Use application and signed fee agreement. 1-yfproof of ownership F~ Site improvement survey including topography and vegetation showing the current status of the parcel certified by a registered land surveyor, licensed in the State of Colorado. 17(A site plan depicting the proposed layout and the project's physical relationship to the land and its surroundings. 1-7~ Dimensional drawings (to scale) of the proposed work, including elevations that display existing and proposed structure height measured from grade. 17(Existing photographs of the site. [7~An 81/2" x 11" vicinity map locating the subject parcels within the City of Aspen. G<Two copies of the Land Use Application and all additional letters, maps, and agreements. [7(A written description of the proposal and a written explanation of how a proposed development complies with the review standards relevant to the development application 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. Citv of Aspen Water Treatment Facilitv Solar Photovoltaic Energy Svstem Phase 11 & 111 Proiect Summarv The City of Aspen Water Department and Sol Energy of Carbondale, CO are planning to install a 72 Kilowatt solar photovoltaic array that will tie into the existing 21 Kilowatt array located on the clear well at the water treatment facility. This 93kW system, once commissioned will provide a significant amount of the dailyenergy consumption of the watertreatment facility. Included in this project is the rough in electrical work for a Plug in Electric Vehicle charging station. Parcel Detail Page 1 of 2 Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Secirch Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs Tax Area Account Number Parcel Number 2009 Mill Levy 001 R()16346 273513204825 25.253 Owner Name and Address CITY OF ASPEN ATTN FINANCE DEPT 130 S GALENA ST ASPEN, CO 81611 Legal Description Subdivision: WATER PLANT AFFORDABLE HOUSING Lot: 25 WATER TREATMENT PLANT SITE. Location Physical Address: 500 DOOLITTLE DR ASPEN WATER PLANT AFFORDABLE. Subdivision: HOUSING Land Acres: 49.7050018310547 Land Sq Ft: 0 2010 Property Tax Valuation Information Actual Value Assessed Value Land: 500,000 145,000 Improvements: 0 0 1 11 11 1 http://www.pitki nassessor.org/assessor/parcel.asp?Account\ umber=R016346 11/5/2010 Parcel Detail Page 2 of 2 |~ Total: ~~ 500,000~ 145.000~~ Sale Date: Sale Price: Basic Building Characteristics Number of Residential 0 Buildings: Number of Comm/Ind 0 Buildings: No Building Records Found Tax Information Balance Due as of 9/14/2010 $0.00 Current Year Balance Due $0.00 Delinquent Years' Balance Due $0.00 Total Balance Due Tax Year Due In Tax + Special Assessment Amount 2009 2010 $0.00 2008 2009 $0.00 2006 2007 $0.00 1-op of Page Assessor Database Search Options I Treasurer Database Search Options Pitkin County 11ome Page -1 he Pitkin County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright Â© 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good rurns Software. http://www.pitkinassessor.org/assessor/parcel.asp?AccountNumber R016346 11/5/2010 - &m,a, C - * DEA< ~ Aspen street map 2 v , 4, 1 ' 1 uttermilk Ln .,.. ,..... G-6 , uttermilk Rd, W. ....,.,. G-6, H-5 cc allahan Ct (CC)....,tÂ· Â·Â·Â·Â·Â·Â·Â·Â·Â· F-7 CC = Callahan Ct 05~':-Â¥Nc LC = Lindvig Ct .S a 1 arroll............i... ......C-8 ascade Ln......9273..,.. ,,.....,J-7 IMC =Molly Ct .S RP = Roch Pt j 2,Â·~ ~URP astle Creek Dr .......... .....H-9 WC =World Cup Ct ~tz>>Â·WE ~ astle Creek Rd .. ..... .....1-9, K-8 1 Le e emetery In...:..,...............H-9 * 9- 4 Harm<ny Pl hadwick Way.......... 1 4 .hance Ct. 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EXHIBIT MAP OF: TRAIL EASEMENT AT THE WATERPLANT CURVE TABLE (BOUNDARY) CURVE LENGTH RAD/US TANGENT CHORD | BEARING DELTA Cl 85 04' 175. DO' 43.38' 84.21 S 8414'31- W 2750'37 LOT 25, FINAL PLAT OF CITY THOMAS PROPERTY c2 307.18' 125.00 351.04' 235.51' S 3916'47- E 140'48'Or i ..3*k f '- 24.- 1 442Â£14216.309* 1- A PORTION OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. 1. r .91'lf J.W m' ''.-- py-,77-j W.-, f. ,.?<33,%1:1 -3 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO ; Il-Ne; ' 71. 1,1 1 LINE CHART (TRAILS; 2181)11&922 TI 3- 5, â€¢:'.'i SHEET 1 OF 1 k : 1- Â·Â· k.,29 LINE BEARING RSTANCE ,) DATE OF PREPARATION: 0C708[R- NO,EwaER, 2008, JANUARY - FEBRUARY, 2009, SEP'IEMBER, 2009 AND _ TIll S0908'37-E 23.26 FEBRUARY. 2010. TRAIL [ASEMEN7 NO 1 DESCRIPRON n TRAW FASFIFNT NO. .1 OFSCRIPTION T1L2 SOO'46'09"E 163.74 21 BASS Of BEARING A BEARING OF N 00'03~37- W BETWEEN THE WEST QUARTER CORNER OF SECTION 13, MONUMENTED T1L3 507'25'34'E 97.76 BY A FOUND B.LI. BRASS CAP AND TIE Bll UNRECOGNIZED NW CORNER SEC. 13 SET BY LS. 2376 0107 FOUND 7HIS UAP A FIFTEEN FOOT (150) IDE TRAIL EASEMENT g7UATED IN L07 25 1*Ard J wrir#Di#ds:~7$,Am#Jigv: Zf:imal,& 11:}'WN;:*r =475 ,r\- ~-f; -6 *AfT-\ f~jift. Â£~I19-9.~.~~~2~1 -- BUT CONS,STE.7 .7. PRIOR SURVEYS AND THE COLaRADO LAND SURVEY MONU),ENT REPORT FILED BY GERALD PESMAN (LE ACCORDING THE TO THE CITY OF ASPEN WATER AND TREATMENT PLANT 1997 AS RECEPTION NO. 401287 OF THE PITKIN COUNTY RECORDS, SAID EASEMENT ALSO S17UATED IN SECTION 74 -9.FWi..' - , 34 SOO'00'00-E 86.87 2378) DATED JANUARY 12. 1973 THIS SURVEY IS CON9STENT *TH 7HE PLATS Of ASPEN VALLEy HOSPITAL SUBDIVIS1ON AND AFFORDABLE HOUSING PROICT SPA AND SUBDIVISION PLAT RECORDED 11 7OWNSHIP 10 SOUTH, RANGE 85 Â¥Â£57 OF THE SIXTH PRINCIPAL WER,DIAN. PITKIN COUNTY CXXORADO. SAID â€¢Â£~1.-4. j?:/ 1 -1. .Â· 9>G '<t ft Â·Â·Â· - Â·- --4.-- :2Â·Â·Â·r,r~ I -i. Â·~:. 25 521Â·59'16Â·w 11 885 2. L.,r, S1678'35"W 156.90 AND THE FATHERZNG PARCEL FOR THE ASPEN VALLEY HOSPITAL SUBD~SION AND THE SUUEC7 PROPERTY. JANUARY 28,1997 AS RECEPTION NO. 401287 OF THE PITKIN COUNTY EASEWENT LYING SEVEN AND A HALF FEET (7 5) EACH SLDE OF THE FOLLOWING DESCRIBED CENTERLINE: - 3) *515 OF MAP: THE FINAL PLAT OF THE aTY THOMAS PROPERTY RECORDED JANUARY 24 1997 AS RECEP/ON NO. RECORDS, SAID EASEMENT ALSO SIOATED IN SECTION 13, TOWNSHIP 10 71 L 7 530'03'25-W 46.50 401287 OF THE PITKIN COUNTY RECORDS, 7ME PLAT OF NN RIDGE SUBDIVISION RECORDED NOVEMBER 15, 1990 AS SOUTH, RANGE 85 WEST OF 7HE RXTI PRINCIPAL MERIDIAN. PITKIN COUNTY BEGNNING A POINT ON RE COMMON BOUNDARY UNE BETWEEN SAID LOT 25 AND THE SOUTHERLY UNE OF 1 11 : ;. 1% .14 t:blk-#, , 1 .0. â€ž=leÂ»,%.<41-:.e RECEPTION NO 327979 OF THE PITAN COUNTY REMISE VARIOUS DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS COLORADa S/D EASEMENT LYING SEVEN AND A HALF FEET (7 57 EACH CASTLE RIDGE ACCORDING TO THE SPEOAL WARRANTY DEED RECORDED NOEMBER 5. 2008 RECEPTION NO. 71L8 54570'19-W 73.47 1 98 *f - Â·f:Â·-51-5, , fli?,thrÂ·-74-90â‚¬83.. SHO~N. SlDE OF THE FOLLOWING DESCRIBED CENTERLINE: 71L 9 S3516'56"W 58.65 S54o62 wHENCE THE WEST QUARTER CORNER OF SAID SECTION 13 BEARS S 32Â·20'46Â· W, A DISTANCE OF , 1984.15 FEET; THENCE LEAviNG SAID COMMON BOUNDARY LINE AND ALONG SAID EASEMENT CENTERLINE THE , . 7;'~~84'2] f.--~~~~~$~TE, ~,}t>(Cy:.1â‚¬?443 71L10 5543921"W 31Â·08 4) THIS MAP DOES NOT CONSTIWEI n 7LE SEARCH BY SOPIS ENGINEER#NG. LLC (1Â£.) TO DETERMINE OWNERSHIP OR BEGINNING Al A PONT ON THE WESTERLY BOUNDARY LINE OF SAID LOT 25. EASEWENTS OF RECORD. FOR ALL INFORIAMON REGARDING EASEWEN7S. RIGMTS OF WAT AND/OR TITLE Of' RECORD. SE ALSO BEING THE WEST SECTION UNE OF SAID SECTION 13 FROW WHENCE FOLLOWING NINETEEN (19) COURSES: !â€¢,43Â·,27.-4<431 -fiÂ·~,21*Â£-4,91.2- <-1 T1L11 S3735'52-W 34.76 RELIED UPON THE ABOVE SAID PLA7S DESCRIBED IN NOIE 4. NO TIllE COMMINENT WAS USEO IN THE PREPARAnON OF THIS THE 457 QUARTER CORNER OF SAID SECnON 13 BEARS S 00Â·03'37Â· E. A SURVEY. DISTANCE OF- 755.62 FEET; THENCE LEAVING SAID BOUNDARY AND ALONG 1) 5 09Â·08'37Â· E. 2126 FEET; Tl L12 505Â·52'14"W 66.81 2) S 00 46 09 E. 163.74 FEET: 119*21194'/pfukqk\AÂ·1691# 7?L13 51211'14'W 60.73 5) TES EXHIBIT MAP IN NO WAY REPRESENTS A LAND SURVEY PLAT OR BOUNDARY SURVEY OF THE SHOWN PROPERTIES SND EASEMENT CENTERLINE THE FOLLOWING ELEVEN (11) COURSES: 3) S 07Â·25'34Â· E, 97.76 FEET: Tl L14 9649'27"W 9909 Tl L15 ~i~ENL-NES 1) N 79'31'18Â· E, 142.54 FEET: 4) S 00'00'00~ Â¥4 86.87 FEET; S0635'36-W 136.44 2) N 62Â·39'13Â· E. 20.99 FEE7; 5) S 16Â·28'35Â· W. 156.90 FEET: b..SY**A:fg>:...>r:, /,1,1.1 %7 '01... T1L16 S34-04'18"W 124.95 1) THE INTENT OF THE TRAIL EASEMENTS AS SIOWNI AND DESCRIBED HEREON ARE 70 CONFORM WITH THE EXISTING TRAIL 3) N 8572'29- E. 10.58 FEET: 6) 5 21'59'16- W. 118.85 FEEL LOCAnONS AS THEY CURRENTLY CROSS SAID LOT 25 AERIAL MAPPING AND Pin<IN COUNTY/aTY OF ASPEN G.I.S. DATA OF- 4) N 82Â·34'09Â· E, 50.40 FEET: 7) S 30Â·03'25Â· W, 48.50 FEET: :- ,>f'-9 -,9 . :.v .1--.--f'JÂ·': -<4 7,-, i.9.1.1 -4'7*- Â·~1 +,-14- TlL 17 S22'46'40-W 8Z17 SAID EXSTING TRAILS WAS USED 70 ESTABLISH SAID TRAIL LOCATIONS NSOFAR AS THE CURRENT EXISTING â„¢AIL LOCATIONS 5) N 79Â·47'18- E, 59 37 FEE7; 8) S 4610'19Â· W. 73.47 FEET: 71L1?A S22'46'40"W 32.27 DO /01 CONFORM 70 SAID DESCRRED EASEâ€¢ENTS, SAID EASEMENTS SHALL BE CONSTRUED 70 BE AMENDED TO CONFORM 70 â„¢E ACTUAL- TRAIL LOCAmON. 6) N 07Â·05'42~ W. 7.58 FEET; 9) S 3516'58- W. 58.65 FEET: TlL 178 S22-46'40"W 54.90 7) N 34Â·44-20- W. 23.01 FEET: 10) S 54Â·59'21Â· W, 31.08 FEET; 12:fst ' 0441.' ~ri-4Â·'~- ' iâ‚¬:-1,411:)11165 1 1.:4:l.m'Ni,~~-j Â·32Â· Tl L18 . 520'1515W 216.65 8) N 1975'57- W, 12.19 FEET. 11) S 37Â·35'52 - W. 34.76 FEET: 514 p 'P,C' Â· i .9<6+4% )1.%rAFâ€¢,11 ..i,ai ~ 71L19 S1772'05 W 130.54 9) N 05Â·41'55Â· E, 26.18 FEET: 12) S 055214Â· W. 68.81 FEET: T2L20 N7235'29-W 12.08 10) N 31'31'10Â· E. 9.19 FEET; 13) S 1271'14- W, 80 73 FEET; Â« '*1 0.'9 i. 11.- 3 Â·0 Q (19 231,17/*(41 / 11) N 23'03'57' W. 16.02 FEET TO A POINT ON THE CENTERLINE OF TRAIL. 14) S 16-49*27- w. 99.09 FEET: T2L21 N'02'47'12"E la 86 . 6 EASEMENT NO. 2. THE POINT OF TERMINUS. FROM VMENCE SAID *EST 15) S 06'35'36- W. 136.44 FEET: T2L22 N21-40'09"E 63.76 . QUARTER CORNER BEARS S 1675'31- W, A DISTANCE OF 950.29 FEET. 16) 5 34'04'18- W. 124.95 FEET; -Â·~tift:RÂ»0724â‚¬*Â»-VUMZ214-Ift~: 1 T2L23 N1238'00-W , 17) S 2246'40Â· W. 87.17 FEEn 15) S 2015'15- W. 216.65 FEET; T2L24 N35Â·49'01-W 20.86 0- , 19) S 1772'05- W. 130.54 FEET TO A POIN7 ON THE SOUTHERLY BOUNDARY UNE OF SAID LOT 25. THE POINT -2. 4 Y#, i M ,Â·,H. 1 L , 9,0<v.fÂ·2449)Â· r KE., 10 11 T2L25 N56-48'30-W 26.45 i UNE CHART (BOUNDARY) OF TERMINUS, FROM WHENCE S/D WEST OUAR7ER CORNER BEARS S 8975'15Â· W. A DISTANCE OF 552.61 FEET. ,~, Irp.01 ...t; 1, fl '.' .' . Â· -,Â· I - 6 1% 1 N 0214 26 E 1 9 VICINH Y AJAY 72L26 N46-44'18-W 18.69 I LINE BEARING LENGTH I 72L27 N26Â·31'08-W 23.14 1 Ll N7675'07-E 42.48' ASPHALT SURFACE (Te.) T2L28 N47'33'29~W 41.76 1 L2 N0914'40-W 40.05' 9 SCALE: 1' =2000 T2L29 N4771'16-W 50.16 1 .3 N8539*22Â£ 42.45' : Â·. T2L30 N02-57'52'W 72.51 | DI N04 DO'38W 15.00' 72L31 Nl 9 30'09-W 16.97 ' L5 N85'59'22"Â£ 39.88' .2 PROPERTY DFSCRIPTION T2L32 N3243'07*W 15.65 L6 N0114'28'W 40.01' r POINT OF BEGINNING ~ T2L33 N05'41'53'E 18.88 0 ~ TRAIL NO. 1 LOT 25 ACCORDING TO THE FINAL PLAT OF THE CITY THOMAS PROPERTY. L 7 N76Â·15'DrE 85.70 RECORDED JANUARY 28, 1997 AS RECEPTION NO. 401287 OF THE PITKIN COUNTY T2L34 Nl 4Â·02'110~W 19.41 LB n ~ --32zzIEF=~- ~-2----~a~ S4414'27"E 104.49' - . RECORDS. T2L35 N26Â·33'54"W 23.11 I 19 52124'497 122.72' t.2 72L36 N4611'23"W 63.86 ! Llo 557'45'12-E 75.34' - = CITY OF ASPEN, COUNTY OF PITKN, STATE OF COLORADO. 12L37 N30 04'54W 41.31 ; L11 293Â·1'4BW 146.33' 0 3 JÂ»- 72L38 N58-50'04'W 52.74 i L12 981'50'11-E 34.11' TRAIL NO. 1 T2L39 N73-03'50'W 103.27 ~ L13 N31Â·07'13-E 37.66 \ t POID i T2L40 N83Â·06'09'W 31.23 ~ L14 N 28Â·53'08"E 129.70' 72L41 N7316'53"w 58.95 ' L15 N53Â·45'35Â»W 15.78' 1 7RA:1 FASFIFNT NO. 2 DFSCRIP7!ON 72L41A N7316'53*W 3Z43 ; L16 S23Â·36'01-W 134.55' b A FIFTEEN FOOT (15') MDE TRAIL EASEMENT 97UATED IN LOT 25. ACCORDING 7HE T2L41B N7316'53Â»W 21.52 .-- 1 0. TIL,0 PROJECT SPA AND SUBDIVISION PLAT RECORDED JANUARY 28.1997 AS RECEPTION T2L42 N6414'43-W 30.30 70 RE CITY OF ASPEN WATER AND TREATWENT PLANT AND AFFORDABLE HOUSING NO. 401287 OF THE PITKIN COUNTY RECORDS, SAID EASEMENT ALSO SITUATED IN T2L43 N4653'05-W 20.61 1 T2L44 N31 51'48"W 17.76 'b \ LI~ . MERMAN. PITKN COUNTY COLORADO. SAID EASEMENT LYING SEVEN AND A HALF T2L45 N70'54'28Â»W 74.65 FEET (7 5') EACH SDE OF THE FOLLOING DESCRIED CENTERLINE: SECTION 13, TOWNSHIP 10 SOUTH. RANGE 85 WEST OF THE SIXTH PRINCIPAL 72L46 N51 78'33*w 24.13 PONT Of TERA#NUS 7 7RA/L Na 2 ~ BEGINNING AT A POINT ON THE WESTERLY BOUNDARY UNE OF SAID LOT 25. ALSO T2L47 N2633'54W 18.91 4 29 BEING 7HE nEST SEC7ION INE OF SAID SECTION 13 FROM Â¥MENCE THE WEST QUARTER CORNER OF SAID SECTION 13 BEARS S 00Â·03'37Â· E. A DISTANCE OF- T2L48 04-04'22~W 52.80 3 1 -n'i-- ~ FOUND Na 8 REBAR NO CAP 1316.12 FEET; THENCE LEAvING SAID BOUNDARY IND ALONG SAID EASEMENT T2L49 N5411'09-W 64.23 ") -~42Â£ \ BEARS S 0453'23' . 1.46' - CENTERUNE THE FOLLOWING FORTY TWO (42) COURSES: T2L50 NOO'DO'OOE 18.79 i T2L23 .T- 1) N 78Â·4057Â· E, 54.24 FEET; 3 / 1 72L51 N53Â·38'10"E 44.34 N /- 4-> 4. 3) S 66-48'43Â· E, 29.42 FEET; ~ EmTING BUILDING trip.) k 2) 4 70Â·01'41Â· E, 55.50 FEET; T2L52 N49'32'41-E 3732 C- /' ' POND, T2L53 N7218'04-E 47.13 k. /, 1 T2Â£27 IRA/L NO. f n 4) S 34Â·29'17Â· E, 24.06 FEET: ML!7A ~ 5) S 15Â·433'29Â· E, 31.21 FEET: T2L54 N48'04'08-E 12.66 - 72L55 54.61 T2L21 6) 5 03Â·10'19Â· W. 31.43 FEET: N13Â·03'48"E QE,5bt.-26QI ~ 8) S 48Â·04'08Â· W. 12.66 FEET; i 72L56 N0310'19Â»E 31.43 b PLAT BOOK 41 PAGE 41 72L57 91543'29-W 31.21 WJ - 1. 72L24 6 7) S 13Â·0348Â· W. 54.61 FEEL 7234 72L.32 41Â£ 1/L.26 9) S 7278'04 - W. 47.13 FEET: I T2L58 N34'29'lrW 24.06 10) S 49Â·32'41Â· W. 37.32 FEET: T2L59 N66'48'43-W 29.42 & THOMAS RESERVOIR - m s 53Â·38'10Â· W, 44.34 FEET; TRAN. Na 1 T2L60 97001'41~W 55.50 - - o.h 13) 5 5471'09Â· E. 64.23 FEET: -- TRAIL PER G.LE MAPPNG 72L61 S78'40'57-W 54.24 POINT OF TERMINUS 12) S 00Â·00'00~ W.. 18.79 FEET: 15) S 26Â·33'54Â· E, 18.91 FEET: T3L62 S23Â·03'57-E 16.01 14) S 04'04'22Â· E, 52.80 FEE7; 7135 10 5 5118'33Â· E. 24.13 FEET; T3L63 S31-31'10-W 9.19 1 1 ~ C / 17) S 703428- E. 74.65 FEET: T3L64 505Â·41'55-W 26.16 k '4.) TRAIL Na 2 32 18) S 3131'46Â· E, 17.76 FEET; T3L65 S1915'57-E 12.19 73L66 S3444'20-E 23.01 ' - ' N 19) S 46Â·53'05- E, 20 m FEE7; I.Q.L.21 ~ 1 ms 73Â·16'53Â· E. 58.95 FEET: 20) S 6474'43Â· E. 30.330 FEE7: T3L67 50705'42"E 7.58 73L68 579'47'18"W 59.37 9 22) S 83Â·08'09Â· E. 31.23 FEET; DIRT ROAD L ,/ - FLAT BOOC 41 PAGE M T3L69 2234'09"W 50.40 T3L.70 S8512'29"W 10.58 GRAPHIC SCALE 25) S 30Â·04'54Â· E, 41.31 FEET; \ ~ 714'Ar,187 \ 23) 5 73'0350- Â£ 10127 FEET: 24) S 58Â·50'04 - E. 52.74 FEET; T3L71 S62Â·39'13"W 20.99 \ POINT OF TERM/NUS 7 U.53/ \ .Â» 26) S 4673'23Â· E. 63.86 FEET: . 100 .0 /6 TRAIL NO 3 T183 28) S 14Â·02'10' E, 19.41 FEET; T3L72 579'31'18-w , 27) S 26'33'54Â· E. 23.11 FEET: ~ ~# 30) S 32Â·43'01Â·E. 15.65 FEET; 29) 5 0541'53Â· W. 18.88 FEET; a-8-999% ( IN y'EET) 1954 BRASS CAP UNAUTHORIZED BLI SW SEC. Col%. 12 1 inch - 100 ft ~ 4 31) S 19Â·30'09Â· E, 16.97 FEET: STAMPED SEC 12 'KIMBERLf. 6 33) 5 41Â·21'16- E. 50.16 FEET; 32) S 0237'52Â· E. 72.51 FEET; ; 2 34) S 47Â·33'29- E, 41.76 FEET; \\ 72Â£587 1254 71418 fÂ£ T170 - 35) S 26'31'08- E. 23.14 FEET: f :u,*re w ~ gs 1 0-~- -Aa- ~ 121.43 36) S 4644'18Â· E. 1&69 FEET; ~ ~E PER DEED REC. NO 175967 FOR ASPEN VAUEY MOS/ITAL PROPERâ„¢ Tlut \ \f 54?/. \ 37) S 56 48'30Â· E. 26.46 FEET: 77144 38) S 35Â·4901 - E, 20.88 FEET, 342'~ 1 39) S 12'38'00 E. 17.34 FEET; F FOUND) REBAR & CAP, LS. 13188 6 -- 40) S 2140'09' W. 6176 FEET: 17RAL NO. 3 ~ I AUTHORIZED 1978 BLM BRASS CAP CORNER COMMON TO BEARS S 85Â·39'or E, 4.78 ~ 41) S 02Â·4712Â· W, 18.86 FEET; 1 SECT}ONS 15/12/14/15. BEARS S 301)3'47 E. 11.44 72L46 , .1 42) S 72Â·55'29' E. 12.08 FEET TO A POINT ON THE CENTER-INE OF TRAXL *~~D LS 2370 SECUDN COR,a. \\ / EASEMENT NO. 1, THE POINT OF IERUINUS, FROw WHENICE SND WEST QUARTER 7147 \ r PONT OF BESINNING CORNER BEARS S 61'38'24Â· W, A DISTANCE OF 781.59 FEEL 11?787 N 287.29' ~ â„¢A/L Na 3 \ 560.5f 755Â·52' S 00'03'Jf E BASS OF BEA,WNG ~~ L7150 220,14! FOUND aL.M. BRASS CAPC I SURVEYOR'S STATEMENT POINT OF BEGINNING QUARTER CORNER - TRAIL NO. 2 _~/ \SOPRIS ENGINEERING - LLC SECIONS 13/4 1, WARK & BECKLER. DO HEREBY STATE THAT THIS MAP WAS CIVIL CONSULTANTS PREPARED BY SOPRIS ENGINEERING, LLC FOR THE CITY OF ASPEN WATER DEPARTMENT, AND THAT IT IS TRUE AND But UNRECOGNIZED SW COIDIER SEC 12 SET BY LS- 2378 NOT FOUND THIS 502 MAN STREET, SUITE A3 CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SURVEY BUT CONSSIENT WITH PRIOR SURVEYS THE COLORADO LAND SURVEY NOTICE: ACCORSÂ»~C TO COLORADO LAW YOU WUST CO-[NCE ~NY LEGAL UONUMENT REPORT FILED BY GEFU,LD PESUAN (LS. 23761 DATEED JANUARY CARBONDALE, COLORADO 81623 ACTION BASED UM ANY DEFECT IN THS Sl.~MY /THN TMEE YEARS 12, 1973 AND THE EXTER]OR SURVEY MONUUENTS UTIUZEt) W PREPARATION EADIRAEL-- AFTER YOU FIRSI DISCOER SUCH DEFECT. N NO EVENT WAY INY ACIION OF THIS MAP (970) 704-0311 BAID ~FON ANY DEFECT . 1>HS SURvEY BE CC//ENCED WORE IAN TEN YEARS FROW T}â‚¬ DATE or CERBICAFION SHOIN HEREON. , His iD/4 02/17/iD \SuRIEÂ·Al DO14 TRAIL EASE ArcIMS Viewer Page 1 of 1 1, 1 L'-3 SPA-- - 4 . . Git,(of A.ne n - 4 P PrH -.41 PUD;LFut ,2 tenry POD SPA, / -<4 **:**~~ *DOOLITTLECIRY 1 1.- IÂ» , 1, I-% 9 '09-/ 7-- -4915 R-_136-Â·. Ir W rEE! IRL b. f #tof .- <Ffi? & 6~~~ . 1 1 , 7 < i<M il ?t , I 11111111 f :AEÂ¢AD CK , 1 I lili 1,1,11 Â· j 1 F 1 1 111 1 CHIll! 1 1 I â€¢ R 4 Â·191 Z k -001 1 1 11111'11 1- -11 + Ul Â·-0 f Illddli, 11,1'Iii'I''i, 14% 1111,11111111':/11111~ 1 le'44 Â·/Xk 1111 lilli 11 1 1 . e ry * . - ialfir :f ; \ / r . 2- . 1,1 11 1 1 .'2~4111,111211 1 12#ENEI#1 f I k -~'91':1'E-ilflg~6 +04*1 :/ 4 4?_fi U - 11â€¢' ,r r r 141'E i it , 1 + i ' 1,Elili U / /451 #14*01 30 ,~~ lililli ./.. 0 ,~#'lie in?01--11 1Â·Â·~8:;IR'.lil i . 1 3mll,1 " 1,2 be'1*10'r!;4.41:.i,ji:Ill, fi.1, 2.011: :M *Â·hE= , /*2 '12*/1. 4/43Wfxit?4+1. .Artiv> p p H,1,11 1/51 W 4,11 19. r #31 3- 4,-!}wkWUf 11111; 0 .ImilÂ«num , . . , .1 2 I Â·Â·Â· F#~tillII}19*~01 ~4 #6 5, r . : _* 1| 4:4~~|1"1:'f' | 1 ~ W ~T 'A 2 wwÂ·QW./H'.......wl M *888100 #VIh Ard*15, 4 & ;e,%*HC> 121!12.21 151 FSNF Vt- '51,9 Â· ju j / i I http://205.170.51.230/website/aspenzone/MapFrame.htm 11/5/2010 1 I 7 I 3 I 4 I 5 I 6 1 7 I R I 9 I 10 I 11 I 17 I 13 I 14 1 15 I 16 I 17 DESIGN CRITERIA: 10:05.00 [05211 In] 2006 EDITION OF THE IN ONAL BUILDING CODE, WITH LOCAL AMENDMENTS. A LOADS: A 4440.00 [174~J in] 2420.00 [95}in] Â· MODULE DEAD LOAD = 2.73 PSF. 4040.00 [182]J in] 4440.00 [1741 in] SNOW LOAD = 37.11 PSF (BASED ON 90 PSF GROUND SNOW LOAD) A k--1652.00 [65& in]~ BAaC WIND SPEED = 90 MPH (3 SECOND GUST). Is = 1.0 Ce = 0.9 Ct = 1.2 Cs = 0.55 L SPLICE L SPLICE SPLICE MND DESIGN: - r TYP. | EXPOSURE: B Iw = 0.87 8 INSTALLATION TOLERANCES: B ARRAY TILT ANGULAR TOLERANCE *1.0 GENERAL: 1. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO - PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE UklITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE -- - - CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF c CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE C ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH - Â· - 1 Â· Â· 1 Â· STANDARDS SHALL BETHE LATEST EDITION AND/ORADDENDA - 5 Y r - FOUNDATIONS: 1. NO SOILS REPORT PROVIDED. FOUNDATION DESIGN IS BASED ON MINIMUM IBC SOIL BEARING VALUE = 1500 PSF PER IBC TABLE 1804.2. SPREAD FOOTINGS SHALL BE Â¤ BUILT ON UNDISTURBED SOIL OR COMPACTED FILL MATERIAL LESS THAN 12' IN DEPTH. D THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND SURFACE SHALL BE 12'. 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. IT IS RECOMMENDED THAT THE OWNER RETAIN A REGISTERED GEOTECHNICAL ENGINEER TO CONDUCT A GEOTECHNICAL INVESTIGATION AND PREPARE A REPORT WITH RECOMMENDATIONS FOR FOUNDATION AND EARTHWORK PROCEDURES. - A ALUMINUM: 1. ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. ALL ALUMINUM SECTIONS SHALL BE 6105-T5. -1300.00[51& in] Â· ' 4440.00[174]# in] - i 4440.00[17411 in] 4440.00 [1741 ~ in] - 1310.10[514 in] - 2. ALL BOLTS SHALL BE STAINLESS STEEL, UNLESS NOTED OTHERWISE. E E TORQUE: FRONT ELEVATION M8 BOLT TORQUE IS 18 NM (13 FT-LBS) 4, SCALE 1:30 1,112 BOLT TORQUE IS 70 N-M (52 FT-LBS) M10 BOLT TORQUE IS 41 ~M (30 FT-LBS) 9 9 Â·9 MODULE SIZE: tz lor Kt,Â· RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1652mm x 1000mm x 50mm /f~ 3 /4 .'411 VERTICAL MODULE GAP: 5nrn F HORIZONTAL MODULE GAP: 23rnm F '19 Ak /0 CONCRETE: 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. ~ Â·~ CEMENT PER ASâ„¢C150, TYPEIL AGGREGATE PER ASâ„¢(33. CONCRETE SHALL BEREADY / 4241*41 .qh> MIXED IN ACCORDANCE WITH ASâ„¢ C94 AND SHALL BE DESIGNED FOR A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: 4\ 7 49 FOUNDATIONS.................. ...3,000 PSY REINFORCING: / 79% *DESIGNED FOR 2,500 PSI G 11 / 1,02,441 M* >8 1. REINFORCING STEEL SHALL CONFORM TO ASâ„¢ A615 (Fy=601(si) DEFORMED BARS. NO TACK /9 .*,14 WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH 41 THE STRUCTURAL ENGINEER, LATEST Aa CODE AND DETAILING MANUAL APPLY. 4. 9 5 V '4,1 46 -90'. 4,/ - 2" 40.0. '43%21 + , 5 H @ H H / 0 1 11 740 1 11 -94 2973.00 [1174 in] 7 n . 0 i - -U * = ISO VIEW 0 8 -1â„¢ 02 SCALE 1:50 PRE-DRILL Wl 9/16' BIT 4 Ri I - I 9 DEEP EMBEDMENT 2511.60 [94 in] SECTION A-A SCALE 1:25 3 3 PRELIMINARY - NO. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: Client: -napq, s........, s.*.. PvMax3 4H x10 Project Site: Drawing Number: UNLESS THIS DRAWING IS SIGNED 0 AB 10,08.10 Sol Energy i Racking Strudure STRUCTURAL ENGINEER, IT IS -~CHLETTER AND SEALED BY A LICENSED 1 AB 10.18.10 Removed FTG Aspen Water Treatment PO Box 217 I 600 Doolittle Dr. v1403.1 A PRELIMINARY DESIGN AND SHALL K Carbondale, CO 81623 F.. â€¢1 /2,Izâ€¢-1â€¢I ......, C .5704 T...0-: â€¢1 (520)28-7- 37.1...1/.mi... Dimensions and Specifications Aspen, CO 80611 ....m.,le.=6...... ........... NOT BE USED FOR CONSTRUCTION. ISSUED BY: SCHLETTER INC. JOB NUMBER. v1403.1 SCALE: -~ -- --~~ --- - - - ~-- - - - - -~- ~--~ PROPRIETARY AND CONFIDENTIAL SHEET 1012 SEE DRAWING VIEWS 1 l 2 I 3 I 4 I b l 6 I l l 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 7 1 3 I 4 1 5 I 6 I 7 1 8 I 9 I 10 I 11 1 17 I 13 I 14 1 1 5 I 16 I 17 DESIGN CRITERIA PARTS LIST 2006 EDITION OF THE B IONAL BUILDING CODE, WITH LOCAL- AMENDMENTS. ITEM QTY PART NUMBER DESCRIPTION A 1 4 440166-1 Binder Console Front LOADS: A 2 4 440166-2 Binder Console Rear MODULE DEAD LOAD = 2.73 PSF. SNOW LOAD = 37.11 PSF (BASED ON 90 PSF GROUND SNOW LOAD) 3 80 440157-40 Moun#ng Clamp Is = 1.0 Ce = 0.9 Ct = 1.2 Cs = 0.55 4 8 440323-M Strut 55 x 55 x 4 3.15.14 33. 31. 32 5 4 440167-1 Strut Console Front MND DESIGN: 30 6 24 440169 PVMax Clamp BASIC WIND SPEED = 90 MPH (3 SECOND GUST). EXPOSURE: B 7 8 440168 EPDM for Strut Console Iw = 0.87 8 4 440167-2 Stut Console Rear 8 24 0 9 4 440322-M 75 x 55 Strut INSTALLATION TOLERANCES: B Â® 10 4 440121 BF1 Binder ARRAY TILT ANGULAR TOLERANCE il.0' / / A \ 44* Vt i 11 60 400230-M35 Middle Clamp GENERAL: . â‚¬7 * UN"122X ~Â§3~1 15 12 40 400450-M 50mm End Clamp 1. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. 9-07 14 15 440133-VE S3 Purlin Connector CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO - i...AL 13 20 440133 S3 Purlin THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE 15 60 462150 (Pur'lin Connector Hardware) Ejot Self Tapping 6x25 Screw, Washer, Gasket (Purlin Connector Hardware) PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, \41 EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE BUT NOT BE UMITED TO, BRACING SHORING FOR LOADS DUE TO CONSTRUCTION \ 4 NX'b,L 1 441%) 16 12 460112 (Binder Console HardWare) DIN 6923 - M12 Flange Nut (Binder Console HardWare) CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF . 1 0 .1 3-Ly \,n 17 32 451025 (Binder Console HardWare) DIN 933 - M10 x 25 Hex-Head Bolt (Binder Console HardWare) CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO c Â® 21) 18 32 460310 (Binder Console HardWare) DIN 557 - M10 Square Nut (Binder Console HardWare) (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE C D DETAIL C 19 32 430025 (Binder Console HardWare) M10 - Ktick Component (Binder Console HardWare) ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING BRACING AND SHORING. - 2 --7/ 1 4/947.1 \Â«Â« SCALE 1:5 20 12 461112 (Binder Console HardWare) DIN 125-A - 13 Washer (Binder Console HardWare) 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH 21 12 451280 (Binder Console HardWare) DIN 931-1 - M12 x 80 Hex-Head Bolt (Binder Console HardWare) STANDARDS SHALL BE THE LATEST EDmON AND/OR ADDENDA 0 1 1 1 1 FOUNDATIONS: 22 80 451025 (Mounting Clamp HardWare) DIN 933 - M10 x 25 Hex-Head Bolt (Mounting Clamp HardWare) 23 80 460310 (Mounting Clamp HardWare) DIN 557 - M10 Square Nut (Mounting Clamp HardWare) 10 C UNÂ®Â®00 1. NO SOILS REPORT PROVIDED. FOUNDATION DESIGN IS BASED ON MINIMUM IBC SOIL 24 80 430025 (Mounting Clamp HardWare) M10 - Klick Component (Mounting Clamp Hard/Vare) BEARING VALUE = 1500 PSF PER IBC TABLE 1804.2. SPREAD FOOTINGS SHALL BE '/ 25 12 1/T Hex Nut (Strut Console HardWare) 1/T Hex Nut (ASTM A193 Grade 88M) (Skut Console HardWare) BUILT ON UNDISTURBED SOIL OR COMPACTED FILL MATERIAL LESS THAN 12' IN DEPTH. D D - LATE - 10 26 12 1/2" Washer (SMut Console HardWare) 1/Z Washer (Strut Console HardWare) THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND SURFACE SHALL 27 12 460112 (Strut Console HardWare) DIN 6923 - M12 Flange Nut put Console HardWare) BEE 17. -% FfEL/*T,/4.1 1 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF 28 12 451200 (Strut Console HardWare) DIN 931-1 - M12 x 100 Hex-Head Bolt (Strut Console HardWare) THIS PROJECT. IT IS RECOMMENDED THAT THE OWNER RETAIN A REGISTERED E 4~ 29 12 1/7 SimpsonThreaded Rod (Skut 1/TDIA x 61/2Â»Long SET-XP Epoxy Adhesive Anchor (ASâ„¢ A193, Grade GEOTECHNICAL ENGINEER TO CONDUCT A GEOTECHNICAL INVESTIGAnON AND PREPARE A 0 g 0 /. Console HardWare) 88 Threaded Rod) (Strut Console HardWare) REPORT WITH RECOMMENDATIONS FOR FOUNDATION AND EARTHWORK PROCEDURES. - .* 1 43-4 30 100 453835 (Clamp HardWare) DIN 912 - M8 x 35 Socket Head Screw (Clamp HardWare) 32 100 461408 (Clamp HardWare) S8 Serrated Washer (Clamp HardWare) ALL ALMINUM SECTIONS SHALL BE 6105-Ti 42Â» ALUMINUM: 31 100 460308 (Clamp HardWare) DIN 557 - M8 Square Nut (Clamp HardWare) 1. ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. 4 A-KE 33 100 430024 (Clamp HardWare) M8 -Kick Component (Clamp HardWare) 2. ALL BOLTS SHALL BE STAINLESS STEEL, UNLESS NOTED OTHERWISE. E E 41, TORQUE: MS BOLT TORQUE IS 18 N-M (13 FT-LBS) 4 8 MlOBOLTTORQUE IS 41 N-M (30 FT-LBS) 44â‚¬r 0 / riA - M12 BOLT TORQUE IS 70 FM (52 FT-LBS) - 12 MODULE SIZE: â‚¬Â»- RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1652mm x 1000mm x 50rnm 16. 21 20 2 VERnCAL MODULE GAP: 5mm HORIZONTAL. MODULE GAP: 23mrn F P DETAIL D 13 CONCRETE: 1 ,/ r SCALE 1:5 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. tf-- COMPRESSIVE STRENGTH AS FOLLOWS: _ CEMENT PER ASâ„¢ C150, TYPE ll. AGGREGATE PER ASâ„¢ C33. CONCRETE SHALL BE READY i MIXED IN ACCORDANCE WITH ASâ„¢ C94 AND SHALL BE DESIGNED FOR A MINIMUM 28 DAY 13 FOUNDATIONS ......3,000 PSI* SUPPORT TRIANGLE *DESIGNED FOR 2,500 PSI SCALE 1:20 Â®08 0 G 13 REINFORCING: 7 029/) 1. REINFORCING STEEL SHALL CONFORM TO ASâ„¢ A615 (Fy=60ksi) DEFORMED BARS, NO TACK WELDING OF REINFORaNG BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST Aa CODE AND DETAILING MANUAL APPLY. librAN *IJ~ \F? 13 H (21 8/I, ,1 ~|~ 27 -01 ** , 11 \\ 81 vl--.7 ---a-0...(f) (19(Â® (19 hi) I 26 .........J... 6-,0411344--451 ISO VIEW I SCALE 1:50 DETAIL E 10 -29 SCALE 1:5 (if - -----48 DETAIL F DETAIL G 1 SCALE 1:5 SCALE 1:5 1 PRELIMINARY - NO. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: Client: Solar Mounting Systems PvMax3 4H x 10 Project Site: Drawing Number: UNLESS THIS DRAWING IS SIGNED 0 AB 10.08,10 Sol Energy 600 Doolittle Dr. v1403.1 A PRELIMINARY DESIGN AND SHALL K 1 AB 10.18.10 Removed FTG ~F-~SInc. Racking Structure STRUCTURAL ENGINEER, IT IS CHLETTER Aspen Water Treatment AND SEALED BY A LICENSED PO Box 217 R Carbondale, CO 81623 F.Â¤ill '529/2...... T.e-~, AZ a1701 Details and Parts List ....I-: â€¢1 (S/02...00 3701 L FaiÂ»em /*I Aspen, CO 80611 NOT BE USED FOR CONSTRUCTION. lil JOB NUMBER v1403.1 SCALE. ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL SHEET: 2 of 2 SEE DRAWING VIEWS 1 i 2 I 3 I 4 I b l b l 7 I 8 1 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 f I 2 I 1 4 I 5 I 6 I 7 I R I 9 I 10 11 I 17 13 I 14 I 15 I 1 6 1 17 DESIGN CRITERIA 2006 EDITION OF THE M )NAL BUILDING CODE, WITH LOCAL AMENDMENTS. A LOADS: A MODULE DEAD LOAD= 2.73 PSF. - SNOW LOAD = 37.11 PSF (BASED ON 90 PSF GROUND SNOW LOAD) 20164.00 [110011 4 Is= 1.0 Ce= 0.9 Ct= 1.2 Cs = 0.55 /SPUCE F SPLICE r SPLICE ~ ~- SPLICE r SPLICE WIND DESIGN: - Ill 4252.00 [1671,11 ~__- A~ . . 1652.00 [654 in] INSTALLATION TOLERANCES: B ~20182'in' J BASIC WIND SPEED = 90 MPH (3 SECOND GUST). 4230.00[166& in] 4230.00[166& in] 4230.00 [166& in] 4230.00 [166& in] - Â· 4230.00 [166& in] EXPOSURE: B Iw = 0.87 Twp. B' ' '' i ARRAY TILT ANGULAR TOLERANCE *1.0' GENERAL: 1. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. 1 THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO - PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, ' BUT NOT BE UMITED TOI BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,ETC. THE STRUCTURAL- ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO C â€¢1 , (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE C 1 REMS).THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDmON AND/OR ADDENDA M M M M M FOUNDAIONS: 1. NO SOILS REPORT PROVIDED. FOUNDATION DESIGN IS BASED ON MINIMUM IBC SOIL BEARING VALUE = 1500 PSF PER IBC TABLE 1804.2. SPREAD FOOTINGS SHALL BE D BUILT ON UNDISTURBED SOIL OR COMPACTED FILL MATERIAL LESS THAN 12~ IN DEPTH. D 1058.40 [414 in] 4230.00 [166& in] Â· - 4230.00 [1664 in] Â· 4230.00 [1664 in] - - 4230.00 [1664 in] - Â· 4230.00 [1664 in] Â· 4230.00 [164 in] Â· 1058.60 [4111 in] THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND SURFACE SHALL BE 17. 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF TMS PROJECT. IT IS RECOMMENDED THAT THE OWNER RETAIN A REGISTERED FRONT ELEVATION GEOTECHNICAL ENGINEER TO CONDUCT A GEOTECHNICAL INVESTIGATION AND PREPARE A - SCALE 1:50 REPORT WITH RECOMMENDATIONS FOR FOUNDATION AND EARTHWORK PROCEDURES. - ALUMINUM: 1. ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. ALL ALUMINUM SECTIONS SHALL BE 6105-T5. 2. ALL BOLTS SHALL BE STAINLESS STEEL, UNLESS NOTED OTHERWISE. E TORQUE: M8 BOLTTORQUE IS 18 N-M (13 FT-LBS) M10 BOLT TORQUE IS 41 14Â·M (30 FT-LBS) 42 Ml 2 BOLT TORQUE IS 70 ~M (52 FT-LBS) - 4% MODULE SIZE: / RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1652mm x 1000mm x 50mrn VERPCAL MODULE GAP: 5mrn '30 YA/ i"bo ~%Â® HORIZONTAL MODULE GAP: 23mrn F /trai A/\ .00 CONCRETE 'te// \ lb/47. /39 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. \ 4/., 41 CEMENT PER ASâ„¢ (150, TYPE Il. AGGREGATE PER ASâ„¢ 03. CONCRETE SHALL BE READY ' 'DESIGNED FOR 2,500 PSI 23* 7 MIXED IN ACCORDANCE WITH ASTM C94 AND SHALL BE DESIGNED FOR A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS................... .3,000 PSY , /9/ /4, 11 G % , REINFORCING: G ~14J* 0/* / 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (Fy=60ksi) DEFORMED BARS. NOTACK 8~ 41 WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST Aa CODE AND DETAILING MANUAL APPLY. 9 11 40.0' ~b 11 11 '46â€ž 9 11 - H H - -A~1 /- 1 7 9,7, '9 *P~ ISO VIEW 8 1 SCALE 1:70 I N 4 I -PRE-DRILL W/9/16'BIT~6~ 5' DEEP EMBEDMENT u 1 1.0. 130~ Irl I SECTION A-A SCALE 1:25 1 PRELIMINARY - NO. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: Client: /-/~ soli, Mounung systemi PvMax3 4Hx 17 Project Site: Drawing Number: UNLESS THIS DRAWING IS SIGNED 0 AB 10.08.10 Sol Energy ~Inc. Racking Structure STRUCTURAL ENGINEER, IT IS 1 AB 10.18.10 Removed FTG -9CHLETTER Aspen Water Treatment AND SEALED BY A LICENSED PO Box 217 600 Doolittle Dr. v1403.2 A PRELIMINARY DESIGN AND SHALL K Carbondale, CO 81623 ~-Â·=Ni:i:mum T~c-a, AZ /17- 37.1 . F....., Ike. Dimensions and Specifications Aspen, CO 80611 www.-66,1.... NOT BE USED FOR CONSTRUCTION. ISSUED BY: SCHLETTER INC. JOB NUMBER v1403.2 SCALE: PROPRIETARY AND CONFIDENTIAL SHEET 1 of 2 SEE DRAWING VIEWS 1 i 2 1 3 I 4 1 5 I b l 7 I 8 1 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 56.00 {1364 in] C i I 2 1 I 4 I 5 I 6 I 7 I R I 9 I 10 I Ill 17 I 11 14 I lS I 16 I 17 DESIGN CRITERIA: PARTS LIST 2006 EDITION OF THE INT ,NAL BUILDING CODE, WITH LOCAL- AMENDMENTS. ITEM QTY PART NUMBER ESCRIPTION A 1 7 440166-1 Binder Console Front LOADS: A 2 7 440166-2 Binder Console Rear MODULE DEAD LOAD = 2.73 PSF. 3 140 440157-40 Mounling Clamp SNOW LOAD = 37.11 PSF (BASED ON 90 PSF GROUND SNOW LOAD) Is =10 Ce= 0.9 a .1.2 Cs= 0.55 6 a a Â®Â®Â® 4 14 440323-M Strut 55 x 55 x 4 5 7 440167-1 Strut Console Front WIND DESIGN: 6 42 440169 PVMax Clamp BASIC WIND SPEED = 90 MPH (3 SECOND GUST). EXPOSURE: B 7 14 440168 EPDM for Strut Console Iw = 0.87 8 7 440167-2 Strut Console Rear B < 24 H---ha-/9 1 v 9 7 440322-M 75 x 55 Strut INSTALLATION TOLERANCES: B 10 7 440121 BF1 Binder ARRAY TILT ANGULAR TOLERANCE *1.0' 4O fÂ® 1 ( 23 11 ~E 12 68 40045GM 50mm End Clamp 1. THE STRUCTURAL. CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. 11 102 400230-M35 Middle Clunp GENERAL: t Gb, ti>. 118 \ 14 -A 4.91&_ 13 35 440133 S3 Purlin THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE 1 Â§44. 91 14 30 440133-VE S3 Purlin Connector CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO - la,\ 27 15 120 462150 (Pur'lin Connector Hardware) Ejot Self Tapping 6x25 Screw, Washer, Gasket (Purlin Connector Hardware) PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, 9 1 1 0- \Nu\ BUT NOT BE UMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL- ENGINEER SHALL NOT BE RESPONSIBLE FOR THE 4, ~~%2*. \3~ tii) 16 21 460112 (Binder Console HardWare) DIN 6923 - M12 Flange Nut (Binder Console HardWare) CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF Â· Â· Nkk:P' 12) (B) 17 56 451025 (Binder Console HardWare) DIN 933 - M10 x 25 Hex-Head Bolt (Binder Console HardWare) CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO 18 56 460310 (Binder Console HardWare) DIN 557 - M10 Square Nut (Binder Console HardWare) (NOR SHALL OBSERVATION VISRS TO THE SITE INCLUDE INSPECTION OF THESE C : D DETAIL C 19 56 430025 (Binder Console HardWare) M10 - Klick Component (Binder Console HardWare) ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND da\\\ IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. SCALE 1:5 20 21 461112 (Binder Console HardWare) DIN 125-A - 13 Washer (Binder Console HardWare) 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH 14 111 21 21 451280 (Binder Console HardWare) DIN 931-1 - M12 x 80 Hex-Head Bolt (Binder Console HardWare) STANDARDS SHALL BE THE LATEST EDmON AND/OR ADDENDA 2 22 140 451025 (Mounting Clamp HardWare) DIN 933 - M10 x 25 Hex-Head Bolt (Mounting Ciamp HardWare) 41/11 FOUNDATIONS: 10 C 91') Â®Â®6Â® 23 140 460310 (Mounting Clamp HardWare) DIN 557 - M10 Square Nut (Mounting Clamp HardWare) 1. NO SOILS REPORT PROVIDED. FOUNDATION DESIGN IS BASED ON MINIMUM IBC SOtL 24 140 430025 (Mounting Clamp HardWare) M10 - Klick Component (Mounung Clamp HardWare) BEARING VALUE = 1500 PSF PER IBC TABLE 1804.2. SPREAD FOOTINGS SHALL BE 9 \ 25 21 1/2-Hex Nut (SbÂ·ut Console HardWare) 1/2" Hex Nut (ASTM A193 Grade BSM) (Stut Console HardWare) BUILT ON UNDISTURBED SOIL OR COMPACTED FILL MATERIAL LESS THAN 12~ IN DEPTH. D D ,\y 26 21 1/2' Washer (Stut Console HardWare) 1/7 Washer (Stut Console HardWare) THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND SURFACE SHALL 27 21 460112 (Strut Console HardWare) DIN 6923 - M12 Flange Nut (Sbut Console HardWare) BE 12'. 4 1 7 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF 28 21 451200 (Strut Console HardWare) DIN 931-1 - M12 x 100 Hex-Head Bolt (Stvt Console HardWare) THIS PROJECT. IT IS RECOMMENDED THAT THE OWNER RETAIN A REGISTERED E 29 21 12 SimpsonThreaded Rod (Strut 1/7 DIA x 61/7 Long SET-XP Epoxy Adhesive Anchor (ASâ„¢ Al 93, Grade GEOTECHNICAL ENGINEER TO CONDUCT A GEOTECHNICAL INVESTIGATION AND PREPARE A 1 . 49 \J Console HardWare) B8 Threaded Rod) (Strut Console HardWare) REPORT WITH RECOMMENDATIONS FOR FOUNDATION AND EARTHWORK PROCEDURES. - 0 - 30 170 453835 (Clamp HardWare) DIN 912 - M8 x 35 Socket Head Screw (Clamp HardWare) 1Â· / /-4\9100\ 0Â¢L ALUMINUM: \ 1.ALL ALIMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. 31 170 460308 (Clamp HardWare) DIN 557 - 118 Square Nut (Clamp HardWare) C f 74Â© 32 170 461408 (Clamp HardWare) S8 Serrated Washer (Clamp HardWare) ALL ALUMINUM SECTIONS SHALL BE 6105-T5. NR f *2*, 1 33 170 430024 (Clamp HardWare) M8 - Klick Component (Clamp HardWare) 2. ALL BOLTS SHALL BE STAINLESS STEEL, UNLESS NOTED OTHERWISE. E /i E 1,2~. J '47 iN TORQUE: \2:4 M8 BOLT TORQUE IS 18 NÂ·M (1 3 FT-LBS) 4 79 M10 BOLT TORQUE IS 41 N-M (30 FT-LBS) 2972.00 [117 in] M12 BOLT TORQUE IS 70 N-M (52 FT-LBS) 11 4Â§ 12 MODULE SIZE: RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1652mm x 1000mm x 50mm 16. 21 20 2 VERTICAL MODULE GAP: 5mm 13 HORIZONTAL MODULE GAP: 23rnm F F SCALE 1:5 13 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. DETAIL D CONCRETE: MIXED IN ACCORDANCE WITH ASTM C94 AND SHALL BE DESIGNED FOR A MINIMUM 28 DAY CEMENT PER ASâ„¢ (150, TYPE Il. AGGREGATE PER ASâ„¢ 033. CONCRETE SHALL BE READY 13 COMPRESSIVE STRENGTH AS FOLLOWS: 1-- FOUNDATIONS.................... ..3,000 PSI* SUPPORT TRIANGLE DESIGNED FOR 2,500 PSI SCALE 1:20 211.9 (ji)(3 ~ G 7 ~ REINFORCING: 1. REINFORCING STEEL SHALL CONFORM TO ASâ„¢ A615 (Fy=60ksi) DEFORMED BARS. NOTACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. 13 UlÂ»Â« / 1.4 h,+ANA O 11 1/ W#1 443.0 H / lir A j __ 44' \ 81 Vild,=,h/ \ 28 ISO VIEW 25 X 4 , NW---- 1 quuu @)(D- SCALE 1:70 I 8 13) DETAIL E SCALE 1:5 @f - DETAIL F DETAIL G 3 SCALE 1:5 SCALE 1:5 1 PRELIMINARY - NO, DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: Client: s.0......, sy.*.. PvMa)(34H x17 Project Site: Drawing Number: UNLESS THIS DRAWING IS SIGNED 0 AB 10,08,10 1 AB 10.18.10 Removed FTG CHLETTER Aspen Water Treatment AND SEALED BY A LICENSED Sol Energy Racking Structure STRUCTURAL ENGINEER, IT IS 11 PO Box 217 600 Doolittle Dr. v1403.2 A PRELIMINARY DESIGN AND SHALL K Carbondale, CO 81623 37*11.Fan,Iimplac/ Aspen, CO 80611 T.c.0.. Al *5701 Details and Parts List NOT BE USED FOR CONSTRUCTION. ISSUED BY: SCHLETTER INC. JOB NUMBER v1403.2 SCALE: PROPRIETARY AND CONFIDENTIAL SHEET 2 of 2 SEE DRAWING VIEWS 1 I 2 I 3 I 4 I 5 I 6 I 1 I 8 I 9 I 10 11 I 12 I 13 I 14 I 15 I 16 I 3456.00 [1364 4 804:Afo k 1~/ ,&4 447~6 - <010 I Lfiewifit -Â·â€¢ r THE CITY oF ASPEN ' Community Development Department Internal Funds Transfer Date: 1[lel/O Department: W a,tar Depp Amount Requested: 735Â· 0-0 Account Number: 421Â·94Â·Â·4099186001 Permit Number: 0068 20{DELU Permit Address: 5603oblittls.tr Permit Description: 126Â£5484 5209 /Wy*,d/FuaÂ·J- Requested By: Â»,4 (4666; Cm/24/ Received By: Daw. Aorn 60.-cher *.. -7 f ...0 b br I-I ... 7 ( ... /44 '+ IN /' 1/i/\ -Th d JÂ» 41 03 / 1 , erÂ·j.1 ..f 6' "h 1. D 2 % 14 tyler Permit Receipt CITY OF ASPEN F ECHNOLOGIES RECEIPT NUMBER 00028754 Account Number: 27213 Date: 11/8/2010 Applicant: SOL ENERGY Type: core # 421.94.94099.86001 Permit Number Fee Description Amount 0068.2010.ASLU Aspen Land Use App Fees 735.00 Total: $735.00 THE Cin OF Abl'LK Community Development Department Internal Funds Transfer Date: 1[ 8 l /O Department: w ate#' D-ef R Amount Requested: 735Â· 0-0 Account Number: 411.q#Â·94-099,86(Doj Permit Number: 0068 -20(0Â·6LU Permit Address: 500cpoblittlg-3-*/ Permit Description: prlâ‚¬542 52/1 Arre,31/FlgAP Requested By: PÂ»f (491 641Â»/ Lj Received By: - +VÂ¢ 464# / %-11'Ace-- fu( rk Olibwa D-,RB Gt,~L~iJ . 0'62/ft 41= 35-1 ~4 - 2643 -95- 3 -00- g gly 0066 Â· 2-0 f O ..R&601 8901 Elle Edit Â»d Navigam Fern Repor; Format Iab BBIp ~ ai@ 4 , 9 0 gli ke 3 a d. li N 1 , 4 0 Â£ A lumpF-A# li O I e I 19 *4-% c. 31 i i d 2 6 1 3 0 911 E.2 @ 01 4}: ) 9 91 _1 Rogting Status |Fees Fee SummarY @1 Â¥tions ~ Attadmen~ Routhg Nory tga hn likcliEng |Cutom F~Ict ~5ub termits ~Pace!; | E Adoess 500 DOOLITTLE DR ... *Mute 1,1 1 ay ASPEN i 28& F-71 ZO 81611 - Pemit Idomatm Master pemt Â·Â·Â· Rou~g q,ue ~10 11 Ap* 11=14 - Project ... Rilli el?-lid Approved U_ j Des[rmon 0/ATER TREATMENT PLANT - COMPLETION AND INSTALLATION OF PHASES B & WOF BRE ~-~-~ A SOLAR PHOTOVOLTAIC ARRAY @ THE WATER TREATMENT FACILITY ON THE ,Â·~ pi re CLEARWELL. INTERNAL TRANSFER FEES FORM ATTACHED, RN Hmitted |SAM INMAN 920 5110 Clock FR Days F-Bl Ex@e5 1182011 v i 1 Sub2ed Wa v < Owner Lat rame CITY OF ASPENWATER DE Â·Â·Â· Fht name ~2 1~ / knEM MIII i Â»EN CO 81611 Phone 070)920-5110 ] Address ~1 ---9~ 4 thâ‚¬.* L Apiant O Owner is applicalt? Il COntracto[ 13 appitant) 1 Last name |SOL ENERGY Â·Â·Â· mt naive -lllM# i RIIIIT ... 0:=5 KI,1. Phone [, 1 - ~ ~Cust# 27213 -, Lender Last name .. Flrst name 4 Phone ()Â· Address ~~~~Ilil~Il~~Ilk J - A 5-*v'DA,v A-l- 6-95 -URAN Sfz-12. oÂ¥' 4-735' aD .20'Zft <1~ l â‚¬Â¥ IrrvÂ£ Coe-1 4- A.FAc22.- *140 1 69--by J- L lill'.Â·. . 9. 1 -'IlIVI%~ 1.-410.11.-S g.11 viÂ®0'..': -3 Q @ DWNSHIP 10 SOUTH, MERIDIAN WAS COR, A 80UT 1968-70 Y. BUREAU OF OCATED THE SAME 11.67 FEET OF 1 A 1 6 2 1 t 1 i 1.+4 1 ..4 1- 4 Â·.i r 1 + ANCH ION i Â· LEGEND -2.fl-_DAIA- AREA OF LOT 2367797sq. ft. t, 54.36ACRE 1 MANAGEMENT 8 RASS CAP MONUMENT FOR THE NORTHWEST CORNER OF SECTION 13, ~ SECTION CORNER SCALEÂ· 1" = 100' ~ EXISTING AREA DEVELOPED 166746 sq. ft.=t, 3.83ACRE* BASIS OF BEARINGS NORTH 48Â°17'49"EAST BETWEEN THE 1978 BUREAU OF LAND ~ QUARTER SECTION, BLM MONUMENT CURRENT F. A.R.. .Or : 1 TOWNSHIP 10 SOUTH, RANGE 85 WEST, 6 th. PRINCIPAL MERIDIAN AND CITY OF INGREASU) WATER PLANT DEVELOPMENT 33500 sq. ft.i, 0.77ACRE i ASPEN TRIANGULATION STATION RED MOUNTAIN. . I NO. 5 REBAR W/PLASTIC CAP, CITY OF ASPEN LS 13166 ~ 0 1 4 I TOTAL E A.R.=.08:1 O ANGLE POINT IN BOUNDARIES . ~ MINIMUM DEVELOPMENT SETBACK (ALL SIDES) 100 FEET BEARINGS AND DISTANCES SHOWN IN (PARENTHESIS) ARE 1978 BUREAU OF LAND - PROPERTY BOUNDARY MAXIMIN HEIGHT OF STRUCTURES 25 FEET MANAGEMENT SURVEY RECORD OR PROPERTY DISTANCES MADE TO AGREE WITH -E- HOLY CROSS ELECTRIC ASSOC., CASTLE CREEK -POWER LINE MINIMUM PARKING I . SAID SURVEY. -W- CITY OF ASPEN, WATER MAIN THE CITY THOMAS PROPERTY WATER TREATMENT PLANT 8 OFFICE 6 SPACES WATER MAINETENANCE Bull*N-G 3 SPACES LOCATIONS OF WATER PLANT IMPROVEMENTS SHOWN HEREON WERE OBTAINED FROM , C BLM CLOSING CORNER Â· CARETAKERS HOUSE 2 SPACES 1974 1% 100' SCALE COOPER AERIAL TOPOGRAPHICAL MAPS. .S LIB DIVISION OPEN SPACE AS DEVELOPED 2201051 sq. ft.t, 50.53 ACRE=t 1 .FOUND MINERAL SURVEY. CORNER ~; OPEN SPACE AFTER PROPOSED DEVELOPMENT 2I 6755Isq.ft.dr,49.76ACREt EXCEPTION ~ LOT 4, SPECIALLY PLANNED AREA MAP ' REVISED <3 3/27/84- OPEN SPACE, Â°/0 OF LOT AFTER DEVELOPMENT 91.54 % 4'r. AMENDMENT NO. 1 7 28*2?Â«A jj ..i: ./ - 4. I .-* I Â· . 3,3â€¢'Â· ./ 5551 97 ~'R,â€¢ ! Â·Oh rkÂ·Â· -... . .....4 -- Â· 'UNIn{,0 10:! or --1 :. ..6/.... .j.:74Â·â€¢'46'al:A,4,11,i'~-Rk' U.Â· 2.2.LCLÂ·â‚¬11.ilâ‚¬2*REEÂ·242$!.27,2.,2.-AC+y??. 21 .:1 ,~, .: . .i:.- 1-Â·Â·.2'i,3'22Â·21Â·Â·5Â·14.aq:?;il~ 'Â·'~.tf.{f ~ - ')4'Â·41&.g/ett : _. -a..=......".I'/*. I ...a--'---09. 1.. .-F--IN.Lauoe__25~____ _ 2: ..77>... . u Â»Â·/61 *:-=0: - :a..'IN + 1. te. . t.â€ž Af?.Â· 4-Â«2Â» 1 '42'7'9'Â·'947 ~ -2 . Â£ 22 V .47:1 -9+%m.4. . .. r ./ . A . 4 . . ... . . I . i. . ...' . I A. 0 . A . .. . 0. . . I . 0. 0 j - A .A DA-* . A .... D .0 0 I A . A A- A A ..... . 4 - 49 . I I . . A .1 0 0 0 2 1. 0 - O 0 A. ; 7 0 .... *D. ... . 4 . S, , . 0. - . A. . I. . A. . . . . ... I . . . 0 1 : ...1 - A 0 . A .. . 0 , 0 ... .: D. : . 0 0. ./ . 0 .. . - 0 0 .00 .. .. & . .... .0 , A ..... ... 1 . A .. .... . 0. 0 ... "./ . e , ... .. 0 -Vi- .. I . ... . 0 - i .. .. . S. I .. . 0. I. .. ... .... 0 1 . 4 .. . .. . I .0 ... 0 r - 0. ..... .... .. . I 7 I. 3 .. . . d .. 4 . 4 1 1 , . .... .ID ..... D .. I . 0 0. A .4 :, ... -/ - I I. ./ - . 0 . I . . I. .0 h . C ... -... D . I ' I . . A ....... .... 0 . .AD . 0 D Z.. ; 0 . 0 D .... 0. I . ... .. .0 . I ... , A. . ... I . .. D .. . 0 0 .. :D D D 'I.I- - 0 0. . I .. 0. 1. . .' 4 0 ..A, 4%'74-4532{1Â®'. t4 1 & -*WK ._- Il \' L. , ./%\24 -2//C\ -.0 1 1 r , I- 8184.7 1--3-- 1 STORAGE ' EXISTING 2 MG CL.-EARWELL ~1 1, ,~ I . N. 1 1 4 # SHEDS E-3 LiA /' 1 RAW WATER - T ff i ; zi 1 ) i 1 1~ 2 -RESERVOIR- Â· g, ~ , 0 ~4 ~~ 1 1 44 / 9 4 EXISTING CLARIFIEF, ~ ~ - 1 1 8/58.5 x 1 i -71=777-t-=-5- /3 d 1 1_- 4 1 1 < 1 4 -- ~ \ \16 1 if k ) f f lilli i . I 4 9\1\ 1 1 1 ) \ \. )1 8157.92 tl P - -- 11 1, -- f " 8156 94 L - , 1 .X SCALE: 1%20' Cn 1 TIE-IN L / , EXISTIN - -**- IF> 4 1\ 11 --Ill;-*--Ill- E--I.i-~ . NEW RAW WATER INLET STRUCTURE /\ 1. li it ; 1 8/69 3 x - - 311 11 k /* ./I*Pill'll'll..... 24' CLEARWELL 11 0 / 1 f \ 1 1 .1 1 \- 1- r BY PASS 0 la 194- 7-/ Vtil-. -- 4"SEWER LINE ~ 24'BACKWASHWASTE / / ~ li) i 1-Ill/lili 7 80/ : al jil) i /f/ / f /Cil)j r 1\\ .1 7 24"FEED TOOLDFILTER 241'TREATED WATER I jifi ~ ~~ il Al Aci - i /f I EXISTING CLARIFIER ~ FOR FUTURE CONNECTION 1 7 /11 1 . 1 \ 1 i \Il%/ J NEW SOURCE-' --~ , PLANT PLUGGEDQ 90Â°BEND ~ 7 1 \~AITROL*STRUCTURE - NEW FILTER 1 L - N. \ BUILDING N- X h Â»tux 7- . --1 - EXISTING Unt-1 c FILT ER 8UILDING 72* 1 \\ Â» \-2 4 ---*2 x 01 \ c / - -45 Nfr TUH 1 1 1- 1 ~ X --e \ EMERGENCY i-- . ) 1 1 - V -- -- --L) *- -----4- -. -fl -1 - - 7 J f 1 1 - -- -,,t ++ - -3 ~ -816u U - --- -dge, \ C \\%Â© t -) 1 +Ul ./ i % hi...' i 1 \ .. N / . .1 \ / \ . - 1/ \ > fi , i ----- n --- - - -- 3 M*1- 30" GLARAER INFLOW , C 4 1 / f 1 1 .1 1 - 1 , 11 j A . 1 I 2 1 X \ 1--Â«---- - --- 9 ) 1-) 33 3 j - , ~ ---- 1.1 1 30" GLARIFIER OUTFLOW NEW CLARIFIER C . < ic i' 1 x 1 4 > 1 C 1 1 /f L \4-- b. \ h -- - 1 k \ M x-X 1 - > I \ , If 11/ \ 1/1 -1-- - / 4 , - 63\ --1 \ 11 1 / \> \ 1 r + 1 - 7 \1\ - - 1 0 - -- \11 N - 1 \\ - i - 1 \\\\\: C' i \\ 4> \ 1 X I \\ 1. \ N X v"AL 4 ,Â·~~ 1 L x \ 00 '1 - w.--lt- -- % \ 91 11 1- g AS-CONSTRUCTED:7/23/85 1 1/ i i fl) i j i I I , i 1 1 1. r 4 1 1 1 1 I.-T~ . \ \\'.\ 1 \ 1,~ r;fit If (//j//li i \\ 1 I Ii. \ f I 1 1, 1 \<' I \ C unk \ \40*,1 L\-19 A CITY OF ASPEN 1 CASTLE CREEK PLANT EXPANSION -- -- -- f .. --* f p SITE PLAN ./ 1 -, 4 --4 / / 3 Â«-7.4 CONSULTING ENGINEERS 1 REA, CASSENS AND ASSOCIATES, INC. \ 1 DRAWN 09391/3 SUBMITTED I - \ - / 1 - // ~ 0 1 CHECKED APPROVED 4750 /- -- \ N \ h - U /\1 1 : SCALE:AS NOTED Englewood, Colorado AUG 1983 ~ C 3-341-1 30N33 M N 8120