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CO 00 <br />515 ammo ..55 <br />55. <br />5-5 <br />m <br />x <br />OHE 1 \� <br />I <br />0 <br />ti <br />JHo <br />1 <br />Oa <br />EXISTING <br />SLOTTED <br />DRAIN <br />[k� <br />EXISTING <br />BUILDING <br />Ca <br />D <br />Q <br />PROPOSED CONSTRUCTION d <br />ENTRANCE WITH VEHICLE <br />TRACKING CONTROL <br />EXISTING <br />BUILDING <br />PROPOSED SWALE <br />FLOWLINE <br />/ <br />D <br />FRONT STREET <br />(60' RAW) <br />PROPOSED <br />INLET <br />EXISTING <br />BUILDING <br />Oa <br />0 <br />D —O-i <br />EXISTING 5' <br />TYPE R INLET <br />EXISTING <br />BUILDING <br />EXISTING <br />BUILDING <br />PROPOSED 12" <br />STORM DRAIN <br />PROPOSED <br />INLET <br />0 <br />EXISTING <br />18" RCP <br />-n <br />0 <br />Z <br />o -I <br />m <br />m <br />PROPOSED 12" <br />STORM DRAIN <br />PROPOSED LANDSCAPE AREA <br />SHALL BE GRADED TO DRAIN <br />TO BACK OF WALK <br />/ <br />L <br />/ <br />10 <br />Scale 1 inch = 10 feet <br />0 <br />WATER LINES <br />5 <br />10 <br />SANITARY SEWER <br />ELECTRIC <br />GAS <br />OVERHEAD <br />TELEPHONE <br />FIBER OPTIC <br />STORM DRAIN <br />CONTOURS (1') <br />FLOW DIRECTION <br />20 <br />LEGEND OF SYMBOLS <br />EXISTING <br />VALVE <br />FIRE HYDv ►e <br />METER, <br />eta VALV <br />GUY ANCHOR( <br />EXISTING ASPHALT <br />EXISTING CONCRETE <br />PROPOSED CONCRETE <br />PROPOSED LANSCAPING <br />POLE <br />®PEDESTAL <br />DOWNSPOUT RD <br />PROPOSED DIRECTION OF <br />EMERGENCY OVERFLOW <br />ROCK SOCK <br />INLET PROTECTION <br />W <br />MANHOLE <br />G <br />OVH <br />MANHOLE T <br />Fo <br />Know what's below. <br />Cali before you dig. <br />PROPOSED <br />W <br />F FIRE LINE <br />ss <br />so <br />5335 .� 5335 <br />•4 <br />I. <br />DS <br />W 'Y <br />NOTES <br />1. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE REGULARLY <br />INSPECTED AND MAINTAINED BY THE CONTRACTOR, DURING AND AFTER <br />COMPLETION OF CONSTRUCTION. <br />2. SITE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE UPDATED AS <br />NECESSARY DURING CONSTRUCTION, AS WARRANTED BY SITE CONDITIONS. <br />ROOF DRAINAGE FOR THE SOUTHWESTERN BUILDING SHALL BE RELEASED TO <br />THE PARKING LOT. REFER TO THE ARCHITECTURAL PLANS FOR DETAILS. <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 WANAKA, ELEVATION 5323.76 (NAVD 88 <br />VERTICAL DATUM) <br />PRELIMINARY <br />NOT FOR CONSTRUCTION <br />03/24/2021 <br />12 <br />Consultants, <br />Inc, <br />16911 Potts Place <br />MEad, Colorado <br />970.2I7.9148 <br />950 SPRUCE ST. <br />COPYRIGHT 2D21 <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 />DATE: <br />02.01.21 <br />DRAWN BY: <br />TWC <br />REVIEWED BY: <br />TWC <br />PROJECT #: <br />1041-1 <br />REVISIONS: <br />No. <br />1 <br />Description <br />CC Revisions <br />DRAWING TITLE: <br />Date <br />03/24/2021 <br />DRAINAGE AND <br />EROSION <br />CONTROL PLAN <br />• <br />C-3 <br />