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HomeMy WebLinkAboutSite Certifications - 05/02/2005"I � North Star `, design, May 2, 2005 inc. Basil Hamdan City of Fort Collins 700 Wood Street Fort Collins, CO 80524 Mr. Hamdan, ///� , /, A/ lix �,j ( This letter and attached information is provided to certify that the drainage improvements at Bank of Colorado at Lincoln & Lemay described below have been constructed in substantial conformance with the approved plans dated August 6, 2004. All elevation information is based on surveys completed by Northern Engineering (4/l/05). This certification includes the following improvements: • All storm sewer rims and inverts are redlined on the attached sheets. • The required retention pond volume and the asbuilt retention pond volume calculation are attached. The retention pond as constructed appears to have sufficient volume to meet the design volume. The areas outside of the pavement and buildings have been landscaped and appear to be in conformance with the erosion control plan. Please call me if you have any questions or if you need any additional information. D4 Rea". r� om,�� •.yam 700 Automation Drive, Unit I Windsor, Colorado 80550 970-686-6939 Phone • 970-686-1 188 Fax Q, Q 6klls LOCATION: PROJECT NO: COMPUTATIONS BY SUBMITTEaBY: DATE: ASBUILT RETENTION POND STAGE - STORAGE TABLE (100-YEAR- INTERIM) Bank of Colorado at Lincoln & Lemay 170-01 PPK North Star Design 4/5/05 100 yr Detention Volume Required = 0.275 •2 Total 100 yr Retention Volume Required = 0.550 _ SOUTH POND 100 year HWEL NORTH POND 100 year HWEL Stage (ft) Surface Area &') Incremental Storage (ac-ft) Total Storage (ac-ft) 4935.88 0 4936 2065 0.002 0.00 4937 4197 0.070 0.07 4938 4912 0.104 0.18 4939 6005 0.125 0.30 4939.43 6424 0.061 0.363 4939.50 6492 0.072 0.37 Stage (ft) Surface Area (ft') Incremental Storage (ac-ft) Total Storage (ac-ft) 4936.75 0 4937 1597 0.003 0.00 4938 3360 0.056 0.06 4939 4647 0.092 0.15 4939.43 8617 0.064 0.215 4939.50 9263 0.078 0.23 Total volume provided at elevation 4939.43 = 0.578 acre-ft SYMBOL LEGEND .0 (DI CLEANOUT @ STORM MANHOLE INLET GRATE -VERTICAL PIPE H2O METER I I RL- - I i- Y- D--R-A- N-17 FLARLD LNID SECTION 2'CURB (JfA-,f 2 GURB CRA RIM 49411.49 I'l 18"R(-P(N) = 493496 Ft 18"RCP(S) 4934.9:! I' X V INLET GRATE = 4940.7.3 INV = 4937.94 I' X I' INIET GRATE 4940.25 INV = 4937.52 I I 2' X 3 3' INLE I IN CURB LINE GRATE = 4938.81, FL 15"RCP(W) = 49% 9n 2' v 3.3;, FILET GRATE = 4938.50 FL 18"RCP(N) = 4934., 4 F1 18-RCP(SF) - 0934. RIM = 4940.05 FL 12"RCP(NW) = 4932.97 Ft 48"RCP(SE� = 4933.12 I ' 1' X 1' INLET CRATE 3 INV = 4937.947.94 - FL 18"RCP-FES - 4936.59 1 ' 1 1'• X I' INLFT GRATE = 4940.25 INV = 4937.52 FL 10"PVC = 4936.3 "VERTICAL PIPE FL 4"ADS = 4936.12 "'FL 24"RCP = 4936.08 .AN NOT REMOVE I10 FL 10"PVC = 4936.66 -/ .l `•;j i 1'STONE WALL L 15"PVC = 4935.88 FL I5"PVC(NW) = 4935.49 RIM = 4939.46 FL 48"RCP(W) = 4933.05 FL 18"RCP(N) = 4933.86 FL 48"RCP(E) - 4933.05 FL 48"RCP(NW) = 4933.30 FL 48"RCP(E) = 4933.30 2' X 33' INLET, IN CURB LI(IE GRATE = 4936.85 FL 15"RCP(W) = 4915 ;rl ,I • RIM = 4939.97 FI. 48"RCP(W) = 4937.Ri) FL 48"RCP(E) = 4932.85 I III I QUALITY IIII I ' NRUNREE A L MANUA Wllc* vµvE NOTE I LET TA, „aW33,9 IIII I O m N I O 0 E 5201.IJ III I 6 o L rxn e-1 TYPE_13 FEET STA: bf74.T drBEE 4-1 : --- III 1 +�;' 50 25 D 50 IN NOTES C 'gyp) E/]'- E U M _o dam, x me3.n EPmRWelr--_ Q�_o E aT.V.m _ - NIAW FQ,{_ 5 III p O ,{ 0 W iI--___ __�ffR x YE!'a' —� SCALE: 1 + 50' 1. µL RV SHALL BE 4n55 II, UNLESS OMEN'm5E iEtlREO. Hs 1\ h LLLL ___--M9.ONCE __---- JL5NEW PC ], ALL ADS PIPE NAll BE RUDER M INSTALLED PER ALL NAxVrFCNRER'S N9N.b p _� gELWNfHOAiIWS. E l3BLNE M e �I 3. REPLY TO SHEET 3 FISH WATERLINE INSTALLATION WFO MUTCN. ' MANHOU WE SURE,SURE,D •. MAINTAIN 18' CLEAR BETWEEN STMM A WATERLINE: AT ALL CP059NGS. I NEWS STgN B SE E BRAND S. Au STORM PIPES SHALL BE INSPECTED BY THE CIN F FORT COLORS — U l ME CITYSHELL oxx ANON ALL s.Wu PIPES THE OF WAY w .. RIGHT Q MREnfx01SECTION 7047 n 0 I HELD COUNTY DISTRICTNWn MINIMUM Or Ae HANKS s)A' D.a w AI ). ML55 '_ PRIORCONTT MyNORD B.Na wMIN 1a' Or Nwcwc Exlsngc z.' HEN 1 CONCCRETE E y WATERLINE O I .T np E BRONEI5 a I STORM B I— — a All PVC SHµL BE C9m. UNLESS OMERWASE SPECIFIED C N lyfx+ STdM N I 0.0 ♦ VALVE WE ME W RSi STRUCTURE sxNA 9. ME MANUALLY ME MAINTAINED BY ME PROPERTY OWNED. NATIVE SHALL BE uTIORM CENTER OF COLORADO 1�80�-922�1987 >At m WA EIN EVENT E STORM WATER AREA'MOST CLOSED POSITION UNTIL AFTER A R STA )pA) D D 7 HAS IN TxL SEVERE i0 ME EAST Lf ME 91E XAS OISSPA.IEO. M[ vµLE fAyL ]_BJyEss MK N ADVANCE CMNECT TO END OR STORE PIPE. I I.W I CyµDU OPEN BE OPENED AND ALLOWED TO REMAINOPENUNIIL LL WATER gEp2 YOU pa MAX. OR EXCAVATE SEE PRCi11E FOR ELEVATIWS - 5 1 AbHPM µ EXECRATED FROM E DETENTION FKAMS EVµK SHALL BE HAS OF UNDERGROUND W ME W,p I I I samwi 15 ANNUALLY OPERATED UNTIL ADEWATE VROYEYE ME MAIN TO THE MEMBER E SEII u• mNISSFEAY SYSTEM AND PERMISSION LI RENOY IN ME YMVµ W2 IS GREEN BY ME CITY CE FOPi COLLINSCEH PH4. D ANAL OA.11 ()) STAY ME ()A) 5 1 O W 7147 i W^T�i Z o STA MAN" 5T IMON 5m}m XT SH y, [ 3211E i°s _ ] f silp.w Sw o RE _ I S1dN> W p STtlW )A D G 6" Pm g, STORM 4, 5 & 6 Y-A- !rx (EEULw D ' Wp E NGB.y 6' d _ City of Fort Collins. Colorado - - ___ _.. ST13 _ ---a5 UTILITY PLAN APPROVAL - - APPROVED' � A cxr EN9.I.. D°Le 5 E 5 AY Y 1 ALL WATERLINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH NORTH CHECKED BY. a 0 p Z WE COUNTY WATER DISTRICT (NNCWO) ST NDARD SPECIFICATIONS YNNr B wmuwl" RULES pabPJ STORM 7 a 7A EXCEPT AS NOTED. CHECKED BY: L c S. NORTH WELD COUNTY W TER DISTRICT D1°'" Do. m 0D APPROVED FOP NORTH WELD CDUNT WATER DISTRICT CHECKED BY: To naRN tr Ree.wllm DPIa p C3 O BY. _ CHECKED BY: Rim Tr°HH Engine" Dole CHECKED BY'. OPta FV4960 4960 4960 4960 14960 4960 ' AT gTV z R A S - F£'a 4955 4955 4955 4955 : F 4955 4955 A ". 6 ¢ r S ,ry n ED'CC 4950 N` 4 4950 3 4950 950 4950 4950 °� _� O } % 8- d98 8:9 O ETTm 11 �♦ 19 tl PRW pA' ` s 4945 s'= 945 ��_' 4945 w 4945 "rye _ :a 4945 €e 4945 E'4 a' 4R SnNC EnsMG pgry,pq Q J ,�' 1 ' YASE $ aL': �ABz > m mn_NY MADE -_ r RLa0.5FUy BOUND D AN PROPOSED µAW IM YR H L ENE ED � 4940 1m UP Nc- 4940 GRADE 4940 ,R x.v 4940 _ — _ 940 cR aE_ 4940 V Q 0_ - 1 A }Itj ' IN M EXISTING Ex15,N14 ANYOI:AJ W I NG 4RWW dNNO J 3 - - �o « ,D- B o, BJ 4935 4935 4935 seDsox 935 AD uroE 4935 Y N ' 4935 _ ry a z.^ n - ).,), LL s- )n v _ 0.30x sLDPc Inf r''r°o 5SLOFF ax Lf LL Z —_ _ s sL m J o 4930 4930 4930 930 4930 N 3 4930 y D« ,$ saBE DEPTH OF NPASEEMID w PMa rt Lax i POPE r NWc 0 ,zioeio3 _ i 4925 4925 4925 4925 1 925 4925 SHEET ' 3T0 4 4920 ST 6 4920 ST M S 4920 STORM 7 92o STORM A a9zo 9 4920 J PROFILE SCALE: > (H) 1'=50' _ (v) 1 -5 9 OF 22 - 4915 4915 4915 4915 915 4915 2+00 t+00 0+oa 0+50 0+00 0+00 0+50 1+00 1+00 0+50 0+00 0+50 0+00 doe NO. 170-01 P a t �0 O m 00 sroW e I CALL UTILITY NOTIFICATION — CENTER OF V By ° ° IC�OIL�ORADO 1=800x922=1987 m I yTpy 4 SIgY L.A, z-UAWCS DAYS IN •WANT` rtu y ■j ON EXCAVATE NORCXaACE. f IADEFaouxD ,•L :EMffduluRs — 5 1W ' sTpN) T wITHRUGH TA, M 04 ENA 1 I 1 11 I �' X) IN x W52 51Po. �' I I E AT w Aj strMw1] o 1 1 1 KET LO'RN Ey51N0 R4• I 1 1 w s-t 6Fyy )A Y ry�F 50 35 0 :0 1 W r ygYl[ NFICYD 2 1 1 I 2-3 IS DIAA ( K[FTfL3lEyp f ) I I 1 5' 1N£ R NEF 3)k 31eE. 9 MIT} }I B N I E 5121 pBy g� STN "RID N Y53]0 4[µPJT I� SCALE: 1 >. 50 I 1m p + v o py 3B,1I E 5110M STN Iyc .72 ° S41 1 I r 61g31 ]A 1 11 E Sinn x YE4.51 MH 2 ' 1 I BY OTEPSUry11A WiRA EHfr SlDwl E St y.01 • 1 < SRMI J N •WELByF,4,,', CggETE• siv AF16 TV EACH 513E 2-2 CRf®N'b p ADS BADLY „ NeSn X�41YEN1�m a - 1 1 ST T'FE P N£F NOTES STOMA! 5 r s. F IK _.'N1E9M - - 4 - bo A6 b4 _ !' S '1-�— sir 1� N MNG/FASTN6 AN 1 /yy Pq SHALL BE CLASS 1, i:NlL55 °MLFMy 94Cmm. tic •�� _ EEo slaw! SAw DIS Fx a .T }L I _ _ �� - SEA J1n96 _ � 2 E 121.e6 1 2 Au ADS RM SHALL RE 4LIX➢ A INSTALLED P R ALL NarfY:TLgR's r 18n PECa ENDAnwS. w m WAR A Nam, L ��- StW! w� 2 pESER i0 SHEET J FOR PATPI:M MINLARq Kpp1ATq x' I 6 zmw 1 srA, 0.27.10 mo K E�KL* rD Ews Iw sme! FAQ- wnAw gf)WK ! NORM sWE q 1INNI4E 2•' q4 ��mylNCT >-2 _ � AN. 1e' orwv eE.Kr s*oR!! A wnrzwnE AT NL aoswm E 5290. )y s)A: aanaD _ — — —. P — _ 5 ALL SigY AWLS 9141 4 MgELT:D BY THE tlii OF igri fg1115IN E AR}M - - }J _ S)11A1 C Tb Ly Y M AWAY S ME Pn 6 FORT COLLINS SN µl O Np MAINTAIN yL SAM PRESS W WWI A4 tl!M %Vw K LNCOLN AVEMA • —LOMd __•- XQYM PEjp • s.E Ify,JL 1a' BROOM 3 N-12 1 MM ME 9di OF *Ar C • _ • _-_INLEY sL Y CONTACT NOATH WELD CWNrr *AMR pSnLCT A ANNI OF .pNS Q 1 � �• M� ANY4 prNN a aF xOCXD Llosrvlc x C _ _ —� CwwciE S�iOMA ST1ART? PIPET �j _ -� _ _ _i • K SroRM mYw0.E_. SEA STORM 2 & Sc747 .-3137 V41 sa6in w 1_2 Cily of Fort COVALE0 0 xL AA, TEAM 1Msn16 AN UTILITY PLAN APPROVAL NMI E S61R L� PPPROKD'. T City En",w CI Y ALL WATERLINE SHALL BE CONSTRUCTED INACCORDANCE WTM NORM ALL WATERLINE SHALL BE CONSTRUCTED IN ACCORDANCE BEEN TH EAST CHECKED BY: c- RM 1 COUNTY WATER WELD COUNWATER DISTRICT (NKWD) STANDARD SPECIFICATIONS LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD ON, W we.t.wtx wwy SPECIFICATIONS ORM EXCEPT AS NOTED. EXCEPT AS NOTED, EZ A a CHECKED BY NO NORTH WELD COUNTY WATER DISTRICT EAST LARIMER COUNTY WATER DISTRICT st„1,.0ty atAXy DAM m ^0 $ APPROYEO FOP NORTH WELD COUNTY WATER DISTRICT APPROVED FOR [pg LARIMER COVhTY WATER DISTRICT CHECKED BY. ON pn6, k Rm, Nw m e BY: _ _ _.____ DATE BY: DATE: CHECKED BY 0 N a TIp En91nw Db• TIT: CHECKED BY: 98 r ♦ `ai Dba _ - �•N�•. - __ FS8 ' _ 4955_ YS._ FY E Y $ Y^ v, 4955 SF� $ - 4955 mF-y . :p b Be, s :a ;m a 5' o! �> § a 6a y Y 4950 '� EN¢Y�sr g % 4950 } 4950 a aO.c 8m -8 a S F}E A. a$ 5 �'� 3 } • I' fi tI - 2m �; - d 4945 „`4 of = •i m6oiAD 4945 _ 4 z de - F 4945 w EAslx1 GRAM AT E MMq� - TIE4 Q } J M PROPOSED -NNE rv� SECTION A ' 1bArz w°N. a t NCL LnsnNL GRADE Snrvc iFDUMD Q ly LIC AND 1ulAY Ropo�MBIENT AAPon1L iw rt I gAA1lp l TRA I 'CL FINISHED 0 _ Q 0' 4940 „Lr M.rE si PWE. To \ 1 4940 4940 W 11 5 MPROKD.-— _ rvTEo�anoN D rRNCTED By I — OTHERS 1 _ _ -_ _— 4 Q _ _ v BETTER NOT -- D Q 4935 — — _ a Q _o.uasx: ORE 4935 V,5x ° 1. 4935 (� Q — AT - oe Lr 10' r . a b u.J..9 LA a Ra p — e APAL ro MAwTax _ — i — _ nx ORE. 6• CLEAR 95W M AT J x s ADS SL TOYS - _ -__ T° BE DO ° NAASSTRUCS0 �E� ` tB' -$S - 6 ]]i Aq STOAT Rq1 035% S CI LF JB'a V 36' RCY A - = _� i FCP _R[P.9 Q)9.a9 WSTNG2 0 M 0.]1 sLgt HET 6a.Z1iY Y, ?D E AOPE D5 E L BE BED D D J 4930 s oR E ro c¢a+ - 4930 sNurUAc R ALL PE w, A w Rs Anrnrs 4930 Y Q N -.eo- ' TA 3M53 TIN WENDY, NgCv D.21 1 7 LONER E ATETE xAw Z .AT.x xw S O 2. TE MNcxo MPp°x NAIL LOCATW CF E _ AaE gAER ,YM IT'CT UNDER STORM RVER U DATE SrgN MAMTAN 1B' CLEAR ELCP ABERL JC NI COLD CL - Po1NOL BY NYLYA q 12/UX/03 4925 ORM wAIFAMI NOT TO D TJRBEO bM 5 PR F 4925 m .1 O aeoAw M L AIIq q EA TWD oT BE sTaN PwaP + 4925 AND REPO IT EIEYAnq 7 0 NSTUNUEO WTV TYS RROLXCT QTY OF sq1 LYLu1S CITY WA R ENGINEER AND RATURTIRM eD IX£D 9Y HIM LE AT PETTY Ptt AIFR OMN 9/00/30 i 111E VEPM LEE 9'- WAIFAIIXE A9 4920 4920 4920 SHEET 4915 ST 1 ST 2 4915 ST S 4915 ('� f'0 - l� PROFILE SCALE: -- (H) 1'=50' 4910 4910 4910 8 OF 22 3+00 2+00 1+00 0+00 4+00 3+00 2+00 1+00 0+00 1+50 1+00 0+50 0+00 Job No. 170 01 AT A BERLN EATER THAN B' III EXIIDINO 24- N WID COUNTY ORDI DISTRICT WA RUNE III MNp% Ixspu zS • TUPN A IF W/ e' CATE VE EA \ rvxEci0 ALL CA OqC y ISgAIE . k e6A. OE M47 C UMI A EF ETRE L CUi oPPfloxlxA xl. IRIS A E i DE DEIE MI '. I{ ME RE INSPECipt LL REPOTY.FRS ON AREI O 1 BE IN A RDAN WTH 0 Y STREET EPAIP 1 1 1 I PROPOSED ETD ES EMISnNE EDGE DPI AV BREEDS b9 1 STORM s ONSTRUCnW FORMATION. I I I A DEPTH AM U. i WYIERARE 9 ' INSTANT sER YNFL1E STOP t ER PIE, ,Y YC N/5 `825 YC WRERYE E ' PEN SEARLE! AT PROPERTY ONE M FIR W s EHOUE FI M4WT NRH HOUSE I „ 04. 501 1 EMUtEIE ENCASE B AN1 I © MINOR "M 1 D' EACH WAY I � _ _ o I-FA61"(11891C.1 I I I SHALL BE LOW POR V LE I SRNANCES. 'F DISTRICT ICING YARN - 93-2044) 1 lE n 1 N. 1 IO R S, I � 1 I I 1 1 1 I �\ 1 s , I 1 IIBg2K IN I MOVE � I 1 1 011 CALL UTILTER OF COLORAD GOITER of caaRaoo I I 1x800x922x1987 1 1 fdlL 2-wvNESE DAYS W MVANGM N A I 'I WFOR HO YOUR . OR ENTOWATE 1� O STAR DESYM BY 6FRRARD EGACCYA BANS BIAG SCAB I n[YAFF xDAL RdLRDUW IMAKIN OF u 're' ME r/19 UELEiV HAS WE 1£Rff/EO GAS /NFQ&CAA AND U0.5 NUT 1 11 VANI (s) C&ARAN)EE 1K ACCURACY CY WE /NFORNAGM ABFR EN)ED Is W DNS ORAWN4 MoRay STAR DE9p( HAS NU) DERSiXONED 922 LF C dP RC NRAI 0" R� N/qG ]f0 REI4.I LW THE UWXIFS AND I I WARnEwE lGGES NUT LUARANAE W U]R/]RS WU PERFOPI] AS WMAWD'D. I I I BARRELKE(S).� I I fi GATE VKTHAI. PRg4 ONE I I I S)M^' MY YMHdE 0 I I IXLSNT IXIN 72 } II w IF e' oP WARR u I I rcI Ilyy 25' �IM-0 OF 6' qP UACCE t ddfEKY ALR55 GSYExT I ( E SMI 1 I E 53',SL 1 FIRE HYptMi 111 IW$tx1 1 1 RECORD DRAWING �`ASSYBLY I CT wATdJ N 5�9TN I I I I 20 10 0 20 10 AIN UNDER I F S69.b I 1 1 1 ST SMP UNNSTAY WI85UP I .a II I I 1 I RR Pi 1 N 565>,26 1 II II SCALE: 1' - 20' 4 Non 6. I E 5155J6 1 DQUADWAY SHou BE I I CONCRETE TMdl COO£ OF I I I I I 1 1 j IEYAY ro E RIGHT OF 1 1 WAY. I II 'I11 I I 11 II NOW EEE... I Row I m slmu ♦ 1 III { I II 11 It I ft WATER �NxcF I 1 II PwaPOSD I I I 1 I FOR I I a 1 W III I 1 I rh III I I ' 1 I F W 1 I I t KIP pRCPC(fM1LryFTRASH ENCIAdaDWRE 20' oRAxAc[EAEdENT FAEPOSD ISd R { 1 sTdtll 2 Dnun FRSEMdT � 1 � sraWr _ siiruil _ s].s' g' 3 a _- I I� lo' DRAT! RRUNE S1ptY fi EASnIEJI I I I Burnac uE 5 S r 4-p si0R11) I I WE �)CAARSI t1 I 11 I 74 DRAINAGEAT I to yoNG Y I I 1 I� UTUTY EASEMENT I % I SENORISigN2 I 1 I MWERTRAFFC RATED SANITMY TRAFFIC RACED 01 F4 CLEAMOUT 31'90 y I sMITA PLLYESFWFA I 1 'l I IANCOUT I I I 1{ 11 N MM71 < P�RW UK PPOPOSED RIGHTOFMY 01 AXW.Io I LJ 7 11 1 i SAM SERACE E s 1] I 1 _ I INv..ms.B3 I I I I) m o N NOMAD a I I 1 1 a I E szps.x a STORY TA I 51.1 6 C $MITMv $Eql PR T p DM gv IFASfIEIIi BWMDMY I I Shcy. AT 3.0{ SOH. I I I II R ADS IP RROMBON 1 1 103 o I I 1 4ORA•E I1MY I 1 1 I NOR ABOUT Y 111 M �N tit I T} I 1 tSTWY, M WE 1 WAL 10TNNARI „L 1 )OgnDRAL 6 PLL ROW .Wx YARIF pF r TO ,qN TFpI SIrIE "M s RAMP ro RE WAR. ` IxV SURVC,ED xn THIS FROECT. n IIIG ] _ — RP WAKE A'R2M Aavvm A9WMv �2'05L` S�— wIT ® PROPOSED STORM PIPE k MANHOLE - PROPOSED WATER LINE h VALVE EXISTING STIXtM PIPE k MANHOLE D —F ---r — — — — Exlsnxc ELECTRIC LINE r -F" yNr EXISTING SEWER PIPE k MANHOLE r y3El EXISTING WATER LINE k VALVE } EXISTING h PROPOSED FIRE HYDRANTS ® EXISTING WATER METER E%ISnNG TRAFFIC SIGNAL EASnNC TELEPHONE POLE © EXISTING ELECTRIC TERMINAL K? EXISTING CROSS WALK POST © EXISTING COMMUNICATION RISER 0 EXISTING TRAFFIC SIGNAL BOX R ACCESS RAMP LOCATION ALL WATERLINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH NIXtn1 WELD COUNTY WATER DISTRICT (NWCWD) STANDARD SPECIFICAnONS EXCEPT AS NOTED, NORTH WELD COUNTY WATER DISTRICT APPROVED FOR NORTH WELD COUNTY WATER DISTRICT BY: DATE: TIME ALL WATERLINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH EAST LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD SPECIFICATIONS EXCEPT AS NOTED. EAST LARIMER COUNTY WATER DISTRICT APPROVED FOR EAST LARIMER COUNTY WATER DISTRICT BY: DATE: TIRE: "DR= I BRdfLOW PflEYEN1ER $XALL BE INSTALLED ON ME iNE LORE Mp THE WARR SABRES LOCATED INSIDE 1XE BVRDIN6. YF RVNBxo PW1E FEW DETAILS. 2. SE EXEE15 B AND 9 FOR EICAM SEVER FA61E5 ' J. YMR ONE SHALL BE A' PVC AND LWFpMI 10 THE LARSi Fgnd OF ME tltt CC fCgi COLLINS FRECPILAnpIS. A THE Di] -SIR WATER SABRES SROµ BE LWSIRUC)ED WIN 3/1' TIPS N CCPPFA AND SMALL CpIfCRM i0 RE LATEST EDITOR OF 111E EASY IMWEP EWH)Y WARP pf1PICi (SEGO) 5)MDAPOS AND SPELIfICAPWS. s. WATER xxxs SMALL BE Loxsmucrzp BE BY OR AND coxfoflY TO THE aTr OF FaRi cauxs vEancnnds. 5. FIRE uxfs sxnu BE coxsmucrzo OF 6' OR AND CONFORM To >rvE CITY OR FORT cculNs SPECIFICATIONS. ). wAlduxE wxEfllxc FOR xoMm HIn wAld asmlLT wARRuxx sMAu CONFORM To TMdfl sMDN+Ds AND svfanunds e. PRIOR TO couudaxc coxzmucnoN. POTHOLE ExlsnxG Iz' ELco waaP uaw AT THE PROPOSED BY WATER MAIN cRosvxc AND REvoflr ELEVATOR TO CITY WATER NOBODYt P 0{C) ENaHEfRPROJECT . ENGINEER SMALL DETERMINE 6 WATERLINE LOWERING IS PEWIREO AND PROVIDE FINAL DESIGN OF WATER 4YN LOWERING, WATER MNX$ SMALL MAINTAIN ,R' CLEAR SEPAPAnON. CONTACT ELM WATER MS)RICi A MINIMUM OF 24 HOURS BEFORE CROSSING (970-03-2000) 11 I I E .3,8 { T" 2Y CIEYf • MANAGE UlprY EUSRHO 24" LdCPER I • I I I Cp11ECr r0 POSTING EASEMENT xoPrx WOODwARR EARS I 1 sEYw YAx mJ. zpy or To BE psnRan I MEI 1 1 u• INv-:bn.fi6 1 4' INV.•928.9, 0 2W CCN[RER E yxjjb_pOji xx�.IE LDYwwc �unurr upIxHIIXL sonY IN.MSFE OETAL PIH� WAYS x I gMWi Lµ1PY• I ENBRHO UlprY RIM EL49.O.m — Sidbl 5 I — BE A ap I 1 1 /f.ASEYdT INKPi IN-W .4932.0 INxExT IN-x .493}.26 JMSESLCUI-E .=32.]D — --r WY`✓y^� 1 I— I EXISTING-3q.6D "�. I. MY KIND /-eicO W�riuun�c Exiswc 11w4929.53 ROW EDGE OF eos' scnox THE x xas.)M -- _ • n PANEMdr • r aax• F vx.w REFUND 5nxLdrnHC HIM a.1M0.10 IP d(z) rU � pp- I INVERT IN-W =b3S.00 S,w IF z wAU B RoV9U. J ma xc M 93C290 SUNITMY sEXEP GRAB SRNLE AT BOX - 2K� I HP SIDE IOF YAW1pE. 4WE. LINCOL14 AVENUE p�Vm C o CO �RV1Y �E_� O>CO GA>61LL0 �'O O W rc a y N z m e � 9 x n U O N O EXISTING 0 Q cQ C Q OJa O�� UQ� OJa O" Q Z o m J SANITARY �—�• City of Fort Collins, Colorado _ xaE UTILITY PLAN APPROVAL ,el FL.4910.48 INVERT N-N .4927,59 ' INVERT pIE-s .4927.17 APPROVED: _ alY En9lnee, Dole 1 SHEET — _ CHECKED BY YWL.e W won..me> want' D.a CHECKED BY: - s,xmrm W ueny D.L. wsnxG e• an DE /Pp0 cpuxs WATERu CHECKED BY: Po1s t Pwealbn Del. • - CHECKED BY S OF 22 iraHk En91nw Dole ,You No. 170-01 CHECKED BY: