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�!a <br />E <br />2 <br />2• <br />z <br />2 <br />a <br />REORDER, eff NUM$EPo075AR <br />4 <br />4 <br />DRAWING NUMBER <br />PLAN HOLD CORPORATION <br />• <br />• <br />2 <br />a <br />0 <br />0 <br />i <br />Olp <br />4,4 <br />EXISTING UTIUTIES TO BE <br />RELOCATED BY UTILITY COMPANIES <br />EX. MH 252C <br />RIM =5462.38 <br />f <br />/ • f, <br />ice <br />W <br />EX. MH 251C <br />RIM =5469.47 <br />EX. ST MH <br />RIM =5469.02 <br />PROPOSED PRIVATE <br />UTILITY EASEMENT <br />PROPOSED SIDEWALK <br />CHASE <br />W <br />EX. TRANSFORMER <br />EX. ELECTRIC <br />BOX <br />T.P. <br />RELOCATED UTILITIES <br />PROPOSED UTILITY EASEMENT <br />ise <br />T.P. <br />-ST <br />-ST- <br />W <br />ST MI <br />EX. 8" Dra <br />$ WA TER <br />ST - <br />PROPOSED SIDEWALK <br />CHASE <br />PROPOSED BUILDING B <br />FINISHED FLOOR ELEV. = 5458.5 <br />1 <br />WEX. 8" DIP WATER <br />W <br />V <br />T.P. T.P. <br />W <br />-- 5' f--- <br />PROPOSED <br />FIRE SERVICE <br />PROPOSED WATER <br />SERVICE <br />ST— <br />PROPOSED UTILITY EASEMENT <br />ST <br />... <br />PROPOSED WATER <br />METER <br />PROPOSED SAN. <br />SEWER SERVICE <br />ri f'-1 1 I fL <br />L_ <br />4.27 <br />EX. MH 267C <br />RIM =5453.86 <br />INV. S= ROCKS ENICOU. <br />AT 544 <br />L <br />PROPOSED BUILDING A <br />FINISHED FLOOR ELEV. = 5448.5 <br />W <br />PROPOSED SIDEWALK <br />CHASE <br />PROPOSED UTILITY EASEMENT <br />EX. MH 266C <br />RIM =5444.43 <br />INV. N =5431.17 <br />INV. SE =5430.96 <br />INV. W =5431.51 <br />L <br />T. P <br />EX. ELECTRIC BOX <br />1' CHASE <br />PROPOSED UTILITY EASEMENT <br />N <br />• <br />in <br />PROPOSED SAN. <br />SEWER SERVICE <br />PROPOSED WATER <br />METER <br />PROPOSED WATER <br />SERVICE RVICE <br />PROPOSED <br />FIRE SERVICE <br />T.P. <br />1- <br />N <br />cn <br />IMP <br />tn <br />EX. ST MH <br />T.P. <br />EXISTING UTILITY EASEMENT (TYP.) <br />EXISTING UTIUTY EASEMENT (TYP.) <br />5' <br />f-- <br />5'_1 / <br />PROPOSED SIDE <br />CHASE <br />EX. TYPE R INLET <br />FLOWLINE =5443.71 <br />4 <br />EX ELECTRIC <br />BOx <br />1' CHASE <br />T.P. <br />EX. 4' CONCRETE <br />PAN <br />EX. TYPE R INLET <br />FLOWLINE =5443.62 <br />a T.P. <br />Tu <br />Pu <br />5460 <br />LEGEND <br />Tu— <br />Pu— <br />Ss— <br />ST— <br />EXISTING TELEPHONE PEDESTAL <br />EXISTING UNDERGROUND TELEPHONE <br />EXISTING UNDERGROUND POWER LINE <br />EXISTING GAS LINE <br />EXISTING SANITARY SEWER W/MANHOLE <br />EXISTING <br />EXISTING <br />EXISTING <br />EXISTING <br />EXISTING <br />EXISTING <br />WATER W/FIRE HYDRANT <br />STORM SEWER W/MANHOLE <br />WATER VALVE <br />CONTOUR <br />LIGHT POLE <br />FENCE <br />EXISTING TYPE R INLET <br />NOTES <br />1. BENCH MARK ELEVATION TAKEN FROM THE N.E. BONNET BOLT OF 7HE FIRE HYDRANT AT 7HE <br />N.W. CORNER OF CENTENNIAL DRIVE AND HAWTHORN COURT. ELEVATION = 5467.04 (CITY OF <br />LOUISVILLE DATUM BENCH MARK NO. 21 BK 248 PG 37. <br />2. NEW WATER SERVICE TAPS AND WATER METERS TO BE INSTALLED IN ACCORDANCE WITH SECTION 321 <br />OF THE CITY OF LOUISVILLE DESIGN AND CONSTRUCTION STANDARDS. <br />3. NEW SANITARY SEWER SERVICE TAP TO BE MADE ON EXISTING r MAIN IN ACCORDANCE <br />WITH SECTION 214 OF CITY OF LOUISVILLE DESIGN AND CONSTRUCTION STANDARDS. <br />4. WATER AND SEWER SERVICE UNE SIZES SHALL BE DETERMINED <br />AT THE TIME OF BUILDING PERMIT APPLICATION. <br />Scale: 1" = 20' <br />0 10 20 40 <br />MASTER UTILITY PLAN <br />TRACT I <br />HUNTERS RIDGE SUBDIVISION <br />LOUISVILLE, COLORADO <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 />RGB Dote Scale Survey <br />JAS <br />Revision Description <br />Sheet 1 Drawing nct <br />of 2 <br />Date <br />IcvitANV <br />94155-1 <br />Project no. <br />94155 <br />