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C0 <br />0 <br />E P1 <br />00 'T, <br />t) <br />n <br />IT <br />0 <br />�) <br />-n <br />-11 0 <br />-r; <br />0 <br />00 <br />(13 <br />E <br />EXISTING SANITARY <br />SEWER MANHOLE <br />RIM = ±5333.6 <br />INV = ±5321.9 <br />D <br />IL <br />0 <br />Oa <br />EXISTING <br />BUILDING <br />E <br />Ck <br />SS <br />EXISTING PUBLIC <br />SERVICE CO. <br />EASEMENT <br />4 <br />4 <br />EXISTING PUBLIC <br />SERVICE CO. <br />EASEMENT <br />SS 'a SS <br />4 <br />a <br />C _wammo <br />SS <br />a <br />4 <br />E <br />w <br />EXISTING <br />BUILDING <br />4 <br />E <br />SS <br />ro <br />4 <br />4 <br />a <br />T a7 <br />4 <br />4 <br />a <br />PROPOSED 6" <br />SANITARY <br />SEWER SERVICE <br />4 <br />SS <br />a <br />4 <br />PROPOSED <br />INLET <br />a <br />w <br />RD <br />4 <br />SS <br />SS <br />4 <br />E <br />4 <br />FRONT STREET <br />SS <br />4 <br />SD <br />SS <br />4 <br />gS <br />SS <br />SD <br />EXISTING <br />BUILDING <br />4 <br />sp <br />4 <br />4 <br />4 <br />4 <br />EXISTING <br />BUILDING <br />SD <br />PROPOSED 12" <br />STORM DRAIN <br />EXISTING 5' <br />TYPE R INLET <br />EXISTING 1-1/2" <br />WATER SERVICE <br />4 <br />EXISTING <br />BUILDING <br />EXISTING 6" <br />FIRE SERVICE <br />4 <br />PROPOSED <br />INLET <br />SD <br />4 <br />EXISTING jj <br />18" RCP <br />w <br />tin <br />PROPOSED 6" <br />FIRE SERVICE <br />\_ PROPOSED 1" <br />WATER SERVICE <br />LL <br />0 <br />WATER LINES <br />SANITARY SEWER <br />ELECTRIC <br />GAS <br />OVERHEAD <br />TELEPHONE <br />FIBER OPTIC <br />STORM DRAIN <br />CONTOURS (1') <br />FLOW DIRECTION <br />Scale 1 inch = 10 feet <br />0 5 <br />20 <br />LEGEND OF SYMBOLS <br />EXISTING <br />VALVE <br />GdS VALVE_ <br />POLE <br />GUY ANCHOR( <br />EXISTING ASPHALT <br />EXISTING CONCRETE <br />PROPOSED CONCRETE <br />PROPOSED LANSCAP1NG <br />NOTES <br />MANHOLE <br />OVH <br />opEDESTAL MANHOLE 0_ <br />FO <br />5335 <br />Know what's below. <br />Call before you dig. <br />PROPOSED <br />1. HORIZONTAL AND VERTICAL LOCATIONS FOR ALL UTILITIES SHALL BE <br />VERIFIED BY THE CONTRACTOR PRIOR TO THE BEGINNING OF <br />CONSTRUCTION. <br />SURVEY NOTES <br />BASIS OF BEARINGS: ASSUMING THE WEST LINE OF LOTS 1,2 AND 3 EXCEPT THE <br />SOUTH 3 FEET OF LOT 3, BLOCK 3, TOWN OF LOUISVILLE, AS BEARING NORTH <br />0014'23" WEST, BEING A GRID BEARING OF THE COLORADO STATE PLANE, NORTH <br />ZONE, NORTH AMERICAN DATUM 1983/2011, A DISTANCE OF 137.01 FEET AND WITH <br />ALL OTHER BEARINGS RELATIVE THERETO. <br />TOPOGRAPHIC INFORMATION SHOWN BASED ON GROUND SURVEY, WITH 1' CONTOUR <br />INTERVAL; BENCHMARK: NGS BENCHMARK WANAK A, ELEVATION 5323.76 (NAVD 88 <br />VERTICAL DATUM) <br />SS <br />so <br />5335 <br />PRELIMINARY <br />NOT FOR CONSTRUCTION <br />03/24/2021 <br />12 <br />Consultants, <br />Inc <br />16911 Potts Place <br />Mead, Colorado <br />950 SPRUCE ST. <br />U <br />COPYRIGHT 2021 <br />All drawn and written information <br />duplicated disclosed or otherwise <br />appearing herein shall not be used <br />without written consent of Hartronft <br />Associates, p.c. <br />ISSUE: <br />PUD-SRU <br />02.01.21 <br />DRAWN BY: <br />TWC <br />REVIEWED BY: <br />TWC <br />PROJECT #: <br />1041-1 <br />No. Description <br />1 CC Revisions <br />DRAWING TITLE: <br />UTILITY PLAN <br />Date <br />03/24/2021 <br />C-1 <br />