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H:\E5814\Engirneering\Sheets\5814UP0P.dwg, Layoutl, 9/20/2007 10:00:01 AM, 1:1, Drexel, Barrell & Co.,maa <br />SS <br />EX. SAN MANHOLE <br />KIM = 292.11± <br />EX. INV. IN = 284.68± <br />ss <br />ss <br />TAP 2" WATER SERVICE <br />BEHIND CURB, ADJUST <br />C.A. rH AS NECESSARY <br />M <br />1S 1S <br />DRIVE RAMP <br />SS i ss <br />/----EX 8" WATER W/PLUG <br />M M <br />IS IS <br />SS <br />ss <br />ss <br />SS ss <br />EX 8" SANITARY <br />SOUTH 104TH STREET TAP 2" WATER SERVICE <br />BEHIND CURB, ADJUST <br />/ AN/) SCAPF AA//7 (1PFN ........ <br />,DACE L•QJILSERVA77QV <br />is 115 is EASEMENT 1S is <br />DRIVE RAMP <br />LX. FHMNECESSARY <br />ss <br />ss <br />EX. SAN MANHOLE <br />KIM = 289.1± <br />EX. INV. IN = 5282.89± <br />ss EX. INV. OUTS 282.65± <br />EX 8" WATER W/PLUG <br />1 is is is <br />EX 24" RCP STORM <br />WEX 12 " WA TER <br />ss <br />EX 8" <br />SANITARY <br />Ss <br />ss <br />----EX STRIPING <br />r <br />(TYP.) <br />EXLs30" RCP STORM is <br />IM = Lti9.bU <br />INV. IN = 283.93 <br />INV. OUT = 283.73± <br />EX 18" RCP <br />STORM <br />F -- <br />3" GATE VALVE---- ," • <br />Lii <br />-r <br />F-- <br />F -- <br />PROPERTY LIN <br />(TYP) <br />n <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />4' STD MANHOLE <br />M = 291.60 <br />INV. OUT = 285.04± <br />8" GATE VALVE---'---- <br />— — <br />SERVICE W/ METER <br />PROPOSED <br />SIDEWALK <br />ASEMENT <br />0 <br />—4 <br />221.2 LF 8" PVC SANITARY 0 0.5% <br />2" WATER <br />SERVICE <br />EX 30' DRAINAGE & <br />UTILITY EASEMENT <br />18" RCP STORM (PRIVATE) <br />12" FES <br />12" PVC STORM <br />(PRIVATE) <br />18" FES <br />18" RCP STORM <br />(PRIVATE) <br />cowl <br />2" WATER a�' <br />SERVICE -' 3 > <br />II vi > E- <br />1 <br />PROPOSED 20' <br />PRIVATE DRAINAGE <br />EASEMENT <br />18"RCP '•TORM <br />(PRIVATE) <br />15" RCP STORM <br />(PRIVATE) <br />'STO <br />_ATE;) =- <br />'14:1 LF 8 "PVO" <br />" WATER- (PRIVATE) <br />- 154.2 P'811 PVC "WATER f PRIVATE)-:: <br />18" RCP STORM (PRIVATE) <br />8" PVC STORM (PRIVATE) <br />2.0 LF 6" SANITARY <br />SERVICE 0 2.0% <br />14.2 LF <br />PVC WATER <br />0 6' DEPTH <br />(PRIVATE) <br />2.0 LF 6" SANITARY <br />SERVICE 0 2.0% <br />cn <br />—, <br />PROPOSED <br />BUILDING <br />PROPOSED <br />BUILDING <br />2" WA R <br />SERVI -� <br />DEFLECT WATER <br />MIN. 18" BELOW <br />STORM 8" PVC STORM (PRIVATE) <br />FROM 12" TRENCH DRAIN <br />(.) <br />FDC 6" PVC ROOF DRAIN (TYP) /( /, / / <br />- 4, /..,.„:,,,, <br />I I / <br />.- f.t �." <br />t, .. • I., ., „., 1 ___1 <br />• STO .RA- I N. <br />TOR.. , . 0 <br />il <br />I (PRIWAT£) <br />i . PRIWE : ', ' ,::.t;PR VATS; -- � <br />ROPOSEa IOT LI <br />—4 <br />.1111110 01010 <br />WI. MINOR 11/IIM OW0 <br />PREPARED BY: Drexel, Barrell & CO. <br />1800 38TH STREET BOULDER, COLORADO 80301 <br />COLORADO SPRINGS <br />(719) 260-0887 <br />• GREELEY <br />(970) 351-0645 <br />CONTACT: JIM BRZOSTOWICZ, P.E. <br />-PROPERTY LINE <br />(TYP) <br />Engineers • Surveyors <br />(303) 442-4338 <br />STEAMBOAT SPRINGS • GRAND JUNCTION <br />• <br />(970) 879-1523 (970) 257-1350 <br />1•111110 01111111111. <br />L U i 5, Li i_ ,I s, <br />TI - <br />I lit: <br />06 •I Lt:!'•T L-1• /J• • <br />PREPARED FOR: <br />JM ASSOCIATES INC <br />5777 CENTRAL AVE STE 110 <br />BOULDER, COLORADO 80301 <br />(303) 449-1887 <br />CONTACT: JERRY MOORE <br />0111110 — <br />EX 8" WATER W/ <br />BLOW OFF <br />PROJECT INFO: <br />EX 30' DRAINAGE & <br />UT/LI TY EASEMENT <br />(TYP) <br />1S <br />�— U 1 4,Li L ,J ,I r, 4 <br />COLORADO TECH CENTER LOTS 2&3 <br />1•111111. •1111111 <br />is EX 18" RCP S1thM <br />DESIGNED BY: REVISION DESCRIPTIONS <br />MAA CITY COMMENTS <br />DOGWOOD STREET & S. 104TH DRAWN BY: <br />LOTS 2&3 <br />LOUISVILLE, COLORADO <br />CI <br />CHECKED BY: <br />JAB <br />DOGWOOD STREET <br />DRIVE RAMP <br />SS <br />W <br />�v <br />ss <br />-- EX 30' DRAINAGE /- <br />UTILITY <br />UTILITY EASEMENT <br />EX 10' DRAINAGE & <br />UTILITY EASEMENT <br />PROPERTY LINE <br />EASEMENT <br />LEGEND <br />RIGHT-OF-WAY <br />PROPOSED STORM SEWER <br />PROPOSED SANITARY SEWER <br />PROPOSED WATER LINE <br />PROPOSED FIRE HYDRANT <br />PROPOSED WATER VALVE <br />PROPOSED MANHOLE. <br />PROPOSED WATER SERVICE.. <br />PROPOSED SAN. SEWER SERVICE <br />PROPOSED SAN. MANHOLE DESIGNATOR. <br />PROPOSED STORM INLET DESIGNATOR <br />PROPOSED STORM MANHOLE DESIGNATOR <br />— <br />4(FH <br />-e <br />• <br />EX STORM SEWER <br />EX SANITARY SEWER <br />EX WATER LINE <br />EX FIRE HYDRANT. <br />EX WATER VALVE <br />EX. WA TSR METER <br />EX MANHOLE <br />EX LIGHT POLE <br />EX SAN. MANHOLE DES/GNA TOR. <br />EX STORM INLET DES/GNB' TOR <br />EX STORM MANHOLE DESIGNATOR <br />w <br />S <br />ST <br />ss <br />Iv" <br />FH <br />®wv <br />®AIH <br />NOTE: EXISTING SANITAryY SEWER SHOWN BASED <br />ON "S. 104TH ST. / CHERRY ST. INFRASTRUCTURE <br />IMPROVEMENTS" BY HURST & ASSOCIATES, INC. <br />'AS -BUILT' DATED 3/8/01. ALL OTHER EXISTING <br />UTILITY LOCATIONS ARE BASED ON SURVEY BY <br />DREXEL, BARRELL & CO., DATED 5/18/07 <br />NOTE: WATER METERS SHALL BE REMOTE READ <br />LOCA -IED WITHIN THE PROPOSED BUILDINGS. <br />30 20 10 0 <br />DATE DRAWING INFO. <br />30 JULY 2007 <br />30 <br />60 <br />SCALE: 1"=30' <br />miimmemimmilimmilems <br />NOTE: THE PROPOSED SANITARY <br />SEWER SERVICES SHALL NOT BE <br />CONNECTED TO THE MAIN UNTIL THE <br />COMPLETION OF THE DOWNSTREAM <br />SEWER LIFT STATION IS COMPLETE. <br />CITY OF LOUISVILLE <br />APPROVAL -- <br />This document was reviewed for conformance <br />with City of Louisville Design and Construction <br />Standards. City approval does not relieve owner, <br />design engineer or contractor of responsibility to <br />correct errors or omissions relating to this <br />document. <br />UTILITY PLAN <br />BY: <br />DATE: <br />Document Approval Expires: <br />DATE: <br />14 JUNE 2007 <br />SCALH: 1 "=301 <br />V: NONE <br />JOB +. J: <br />SHEET <br />E-5814 C3 <br />SHEETS <br />6D 296 3 <br />DRAWING NO.: <br />2, <br />IV <br />m CD N <br />a) 27 c„,„ <br />rnco <br />%%'" <br />—I Ca <br />,.� n N <br />O a, <br />-a <br />Ri - <br />