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x <br />x <br />S 89`00'00" W <br />LOT 4 <br />244.70' <br />01001.1 <br />EX. TRANS. <br />/ fi <br />I: I Il <br />1-. .1 11 <br />I II <br />r:-1 II <br />11 <br />W <br />E:X. FH <br />IIr\--1— Ir'.'„III <br />1 .1 <br />f 1 1, 1 <br />11.'1 <br />1 <br />W <br />tn <br />EX. SAN. MANHOLE SMH-14 <br />EX. RIM=56.10± <br />EX. INV IN=45.00± <br />EX. INV OUT=44.80± <br />EX. STORM MANHOLE SD -10 <br />EX. RIM=55.76± <br />EX. INV IN=50.17± <br />EX. INV OUT=50.07± <br />FLARED END SECTION <br />WITH OUTLET PROTECTION <br />INV.=51.0 <br />R=330.00' <br />L=62.49' <br />x=10°51'01” <br />0 0) <br />0 N <br />o) <br />(/) <br />EX. 10' UTILITY, DRAINAGE AND <br />PEDESTRIAN EASEMENT <br />ROOF DRAIN PIPE <br />AT 2% MIN. SLOPE <br />POSED BUILDING <br />POND OUTLET STRUCTURE <br />(SEE DETAIL) <br />FLARED END SECTION <br />WITH OUTLET PROTECTIO <br />INV. = 49.8 <br />EX. SAN. MANHOLE SMH-13 <br />EX. RIM=52.86± <br />EX. INV IN=41.56± <br />EX. INV OUT=41.36± <br />CURB STOP <br />INLET #1 <br />RIM=53.3 <br />INV OUT (SE)=51.2 <br />CONNECT P EX. SANITARY STUB <br />EX. INV=42.7± <br />70 LF 1 1/2" WATER SERVICE <br />MIN. INV=44.6 <br />RELOCATE EXISTING <br />TELEPHONE PEDESTAL <br />8" x 12" TAPPING TEE <br />AND VALVE <br />EX. 30' RIGHT—OF—WAY AND <br />PIPELINE EASEMENT, NORTHERN <br />COLORADO WATER CONSERVACY <br />DISTRICT <br />PRIOR TO CONSTRUCTION <br />THE OWNER SHALL OBTAIN AN <br />AGREEMENT FROM THE NORTHERN <br />COLORADO WATER CONSERVANCY <br />DISTRICT TO CONSTRUCT <br />PROPOSED IMPROVEMENTS IN <br />THIS EASEMENT <br />1\ <br />65 LF 6" WATER <br />ARE HYDRANT <br />0 <br />1 <br />225,74; <br />3'2© <br />x <br />INLET #2 <br />RIM=53.5 <br />INV IN (NW)=50.91 <br />INV OUT (NE)=50.81 <br />EX. CONCRETE <br />000 <br />INLET #3 <br />RIM=53.5 <br />INV IN (NW)=50.27 <br />INV OUT (N)=50.17 <br />LOT 2 <br />STORM MANHOLE <br />RIM=53.2 <br />INV IN (N)=48.91 <br />INV OUT E)=48.71 <br />EX. ELECTRIC <br />PEDESTAL <br />7.1 LF 18" STORM AT 1.0% <br />CONNECT TO EXISTING <br />18" RCP STUB <br />EX. INV.=48.6± <br />EX. STORM MANHOLE SD -8 <br />EX. RIM=51.85± <br />EX. INV IN=48.19± <br />EX. INV OUT=48.09± <br />EX. SAN. MANHOLE SMH-12 <br />EX. RIM=50.84± <br />EX. INV IN=39.49± <br />EX. INV OUT=39.29± <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. ALL 18 " STORM SEWER PIPE SHALL BE CLASS III RCP. FINAL STORM SEWER SLOPES AND <br />SIZES MAY BE ADJUSTED AT FINAL DESIGN. <br />5. THE WATER METER IS TO BE PURCHASED FROM THE CITY OF LOUISVILLE AND INSTALLED IN THE BUILDING <br />WITH A REMOTE READOUT IN ACCORDANCE WITH THE CITY OF LOUISVILLE DESIGN STANDARDS FOR WATER. <br />6. NO DECIDUOUS TREES SHALL BE PLANTED WITHIN 5' OR CONIFEROUS TREES WITHIN 10' OF A PUBLIC <br />UTILITY OR SIDEWALK. <br />7. THE LOCATION OF THE ABOVE GROUND UTIUTIES SHOWN HEREON ARE BASED <br />ON THE FIELD SURVEY BY SCOTT, COX & ASSOCIATES, INC. THE LOCATIONS <br />OF THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON SAID SURVEY <br />AND INFORMATION PROVIDED BY OTHERS (WHICH MAY INCLUDE THE UTILITY <br />OWNER OR UTILITY LOCATING SERVICES). SCOTT, COX & ASSOCIATES, INC. <br />IS NOT RESPONSIBLE FOR UTILITY INFORMATION PROVIDED BY OTHERS. <br />SCOTT, COX & ASSOCIATES, INC. RECOMMENDS THAT THE LOCATION OF THE <br />UTILITIES BE FIELD VERIFIED PRIOR TO ANY DIGGING ON, OR ADJACENT TO <br />THE SUBJECT PROPERTY. <br />ZAN-C <br />s <br />w <br />ST -C <br />9 <br />0 C.O. <br />T.P. <br />LEGEND <br />SAN— <br />w— <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 />.T— EXISTING STORM SEWER W/MANHOLE <br />PROPOSED STORM SEWER W/MANHOLE AND INLET <br />EXISTING WATER VALVE <br />PROPOSED WATER VALVE <br />PROPOSED CLEAN—OUT <br />EXISTING TELEPHONE PEDESTAL <br />Scale: 1" = 20' <br />0 10 20 <br />40 <br />FINAL P. U. D. <br />MASTER UTILITY PLAN <br />LOT 3 BLOCK 1 <br />THE BUSINESS CENTER AT CTC <br />LOUISVILLE, COLORADO <br />l! <br />Designed by <br />Drawn by <br />Checked by WHM <br />CRH <br />JAS <br />SCOTT, COX & ASSOCIATES, INC. <br />consulting engineers • surveyors <br />1530 55th Street • Boulder, Colorado 80303 <br />(303) 444 — 3051 <br />Date <br />10/19/00 <br />Revision <br />1 <br />Scale <br />Survey Sheet Drawing no. <br />C2 00622-1 <br />1"= 20' Page <br />Description <br />CITY COMMENTS <br />Date <br />12/4/00 <br />Project no. <br />00622C <br />4,7 <br />0 <br />b <br />z <br />0 <br />"• D <br />▪ a <br />m <br />0 <br />0 <br />m <br />xl <br />z <br />C <br />mC <br />31 <br />0 <br />V <br />NOIiVUOd1:100 010H NVId <br />• <br />VINUOdf1V0 `3N1Atil <br />POSITION EDGE OF PRINT ON THIS LINE <br />HV9LO d38VNI1N AEI H308038 <br />NOI1VUOdE100 010H NVId <br />• <br />z <br />m <br />n <br />0 <br />xl <br />z <br />1J]9WflN ONIMVdO <br />a�8Wf1N ONIMVUO <br />