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Thu Jul 06 09: 11: 30 2000 <br />11111.111• 111111110 <br />MOO MONO <br />J <br />L) <br />1 <br />1 <br />STD. FIRE HYDRANT \ , <br />ASSEMBLY v1` <br />MIMI MM. <br />WINO 11/800 <br />4111/101 <br />ASPHALT <br />LOT 2, BLOCK 2 <br />THE BUSINESS CENTER AT CTC <br />Ole., OMB <br />DRAIN INLET #1 <br />RIM=21.0 <br />INV=17.63 <br />7 7. - <br />3 <br />I <br />STD. FIRE HYDRANT <br />ASSEMBLY <br />WINO MOND <br />OMMI 1111111 <br />8" WATER (PRIVATE) <br />ASPHALT <br />EX. 20' DRAINAGE EASEMENT <br />MINIO WHO <br />OUTLOT M <br />THE BUSINESS CENTER AT CTC <br />(COMMON DETENTION AREA) <br />4110110 WINO <br />01111111, IMMO <br />-8" STUB Willi PLUG <br />0- <br />CONC. WALK <br />L <br />1 <br />1 <br />20' UTILITY EASEMENT <br />ser <br />1 <br />to 44 <br />DRAIN INLET #5 <br />8" STUB W11H PLUG <br />STD. FIRE HYDRANT <br />ASSEMBLY <br />w <br />a <br />3 <br />00 <br />8' WATER (PUBLIU) <br />be <br />ot <br />MANHOLE #1 <br />RIM= 21.6 <br />INV IN (N)=15.51 <br />INV IN E)=15.51 u~i <br />INV OUT (S0=1 5. I <br />1 <br />==_i } <br />MINIM AMIN* <br />EX. 10' DRAINAGE <br />EASEMENT <br />EX. 10' DRAINAGE <br />EASEMENT <br />III. OXON <br />H <br />48.0 LF 12" <br />1 <br />00 <br />1 <br />MM. 01M <br />N\ <br />DRAIN INLET #6 <br />INV OUT (0=16.25 <br />LOT 5, BLOCK 2 <br />EX. 20' DRAINAGE EASEMENT <br />CONNECT TO EXISTING 8" STUB <br />/7v //4,/'' <br />Yrs <br />13 <br />ASPHALT <br />FLARED END SECTION(TYP) <br />INV:0 4.76 <br />1111•11M MID <br />LOT 1 <br />1111111, 01110 <br />CONC. WALK <br />8" WATER (PRIVATE) <br />4•1111111 01111 <br />LOT 3A <br />00. <br />400. <br />40. <br />40,0 <br />/X' <br />7 <br />1 STD. FIRE HYDRANT <br />tcg ASSEMBLY <br />1 <br />co <br />FLARED END SECTION <br />INV=14.8 <br />20' UTIUTY EASEMENT <br />(PUBUC) <br />1 <br />/OUTLET S1RUCTURE <br />INV OUT (E)=14.25 <br />DE1ENT1ON POND <br />W.S.E.20 =16.9 (BASED ON THE ASSUMPTION THAT <br />W.S.E.200 =17.7 THE WAlER QUAUTY POND IS FULL) <br />MIND 01111111. <br />8" WATER (PUBUC) <br />124.7 LF 18" STORM AT 0.4% <br />EX. INV=13.75± <br />CONNECT TO EXISTING <br />18" STORM STUB <br />CONNECT TO EXISTING <br />8" WATER STUB <br />EX. FIRE HYDRANT <br />1 <br />DRAIN INLET #7 <br />INV IN (N )sw15.32 <br />INV OUT (SW)=15.22 <br />EX. SAN. MANHOLE #3 <br />EX. INV IN (NE)=06.45± <br />EX. INV OUT (S)=06.25± <br />EX. <br />EX. <br />EX. <br />STORM MANHOLE #53 <br />INV IN (W)=13.53± <br />NOTES <br />1. ALL CITY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LOUISVILLE <br />STANDARD SPECIFICATIONS. <br />2. FINAL WATER, FIRELINE, SEWER TAPS, AND SERVICE LINE SIZES SHALL BE DETERMINED AT <br />THE TIME OF BUILDING PERMIT APPLICATION. <br />3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE DONE IN A WAY SO AS TO MINIMIZE <br />DISRUPTION IN SERVICE TO EXISTING USERS. <br />4. THE "EXISTING" UTILITIES SHOWN ON THIS PLAN ARE BASED ON THE CONSTRUCTION <br />PLANS FOR PHASE 1 FOR "THE PARK AT COLORADO TECHNOLOGICAL CENTER" PREPARED BY <br />HURST Sc ASSOCIATES, INC. AS APPROVED BY THE CITY OF LOUISVILLE ON 10/22/98. SCOTT, COX 44 <br />ASSOCIATES, INC. RECOMMENDS THAT THE EXISTENCE AND LOCATION OF ALL UTILITIES BE <br />FIELD VERIFIED PRIOR TO ANY DIGGING ON, OR ADJACENT TO THE SUBJECT PROPERTY. <br />5. STORM SEWER PIPE SHALL BE CLASS III RCP. OWNER MAY SPECIFY OTHER SUITABLE PIPE MATERIALS <br />WITH FINAL CONSTRUCTION PLANS IF WARRANTED BY FINAL DESIGN. <br />6. ALL ROOF DRAINAGE SHALL BE DIRECTED TO THE DETENTION POND VIA THE PROPOSED ROOF DRAIN <br />AS SHOWN ON THE PLANS. <br />7. THE WATER METER IS TO BE PURCHASED FROM THE CITY OF LOUISVILLE AND INSTALLED IN THE BUILDING <br />VvITH A REMOTE READOUT IN ACCORDANCE WITH THE CITY OF LOUISVILLE DESIGN STANDARDS FOR WATER. <br />8. NO DECIDUOUS TREES SHALL BE PLANTED WITHIN 5' OR CONIFEROUS TREES WITHIN 10' OF A PUBLIC <br />UTILITY OR SIDEWALK. <br />LEGEND <br />SAN - <br />• <br />ST -0 ST- <br />• <br />EXISTING SANITARY SEWER W/MANHOLE <br />PROPOSED SANITARY SEWER W/MANHOLE <br />EXISTING WATER W/FIRE HYDRANT <br />PROPOSED WATER W/FIRE HYDRANT <br />EXISTING STORM SEWER W/MANHOLE <br />PROPOSED STORM SEWER W/MANHOLE <br />EXISTING WATER VALVE <br />PROPOSED WATER VALVE <br />PROPOSED CLEAN-OUT <br />Scale: 1" = 40' <br />20 40 <br />80 <br />MASTER UTILITY PLAN <br />ELDORADO ARTESIAN SPRINGS <br />LOT 2A, BLOCK 1 <br />THE PARK AT CTC <br />LOUISVILLE, COLORADO <br />:./r1"-) <br />Designed by <br />Drawn by <br />Checked by <br />SCOTT, COX & ASSOCIATES, INC. <br />consulting engineers • surveyors <br />1530 55th Street • Boulder, Colorado 80303 <br />(303) 444 - 3051 <br />CRH Dote <br />RGB <br />3/23/00 <br />Revision <br />Scale Survey Sheet <br />Description Date <br />CITY COMMENTS 5/31/00 <br />CITY COMMENTS 716/00 <br />Drawing no. <br />00278A-1 <br />Project no. <br />00278A <br />2999 839wfN laVd AS 8308038 <br />FR <br />Z99s a3BWnN iaVd A9 a <br />4999 839WfN lWVd A9 830a031:1 <br />2999 a3€1UVfN ltlVd A8 a <br />S±Of100t1d OOdVS <br />SJ.Oft00tid 03dVS <br />1:1381/4f1N ONINWdO <br />a38Wf1N JN1NWb <br />CI <br />33 <br />I 0 <br />X ca <br />