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MITCHELL PROPERTY, BENNETT, CO <br /> GRADING EROSION AND SEDIMENT CONTROL PLANS IM)l <br /> ISSUED FOR CONSTRUCTION 1670 BROADWAY,SUITE 3400 <br /> DENVER,CO 80202 <br /> LOCATED IN THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 3 SOUTH, <br /> RANGE 63 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF ADAMS, STATE OF COLORADO <br /> PROJECT FOR <br /> LEGEND <br /> -----------1- SECTION LINE&SECTION CRNR ------ - EXISTING GAS LINE MITCHELL PROPERTY <br /> PROJECT BOUNDARY LINE -. __- EXISTING TELEPHONE LINE <br /> PROJECT RIGHT OF WAY LINE PROPOSED WATER LINE,VALVE BENNETT, CO LORADO <br /> -------- EXISTING RIGHT OF WAY LINE AND FIRE HYDRANT <br /> --- --- -- PROJECT LOT LINE <br /> —�—�--�YF EXISTING WATER LINE AND VALVE <br /> —-— STREET CENTER LINE # ti <br /> s PROPOSED WATER SERVICE LINE <br /> --------------- PROPOSED EASEMENT LINE x. A x• <br /> PROPOSED SANITARY SEWER SERVICE LINE _ f <br /> PROPOSED BACK OF CURB. e r s <br /> FLOWLINE6EDGE OF ASPHALT CONCRETE WALK f r�•. <br /> s7BD - EXISTING T CONTOUR CAUTIONI WATER CROSSING - 1 SHEET INDEX <br /> ®EXISTING 1'CONTOUR LOWERING MAY BE REQUIRED - PAGE NO. SHEET NAME DESCRIPTION <br /> - sm9 --�-- <br /> 7Jp14 FLOW DIRECTION 6 SLOPE ,� K� �,,In 1 G000 COVER SHEET <br /> --saD--- PROPOSED S'GONTOUR <br /> —suo— PROPOSED 1'CONTOUR Via, PROPOSED SPOT ELEVATION ^» z �>'Tf 2 G001 GENERAL NOTES <br /> EXISTING FLOOD PLAIN — - DRAINAGE SWALE _ -tF = k 3 C101 EROSION CONTROL PLANS <br /> -.._.-_- -- ' <br /> A C102 EROSION CONTROL PLANS <br /> s® PROPOSED STORM SEWER •+ "- PROPOSED CROSS PAN <br /> S C103 FINAL EROSION CONTROL PLANS <br /> �. EXISTING STORM SEWER + ! , ., - <br /> T PROPOSED STREET LIGHT . 6 C!LA FINAL EROSION CONTROL PLANS -------- - --- <br /> - -� PROPOSED SANITARY SEWER WI MH _ <br /> EXISTING STREET LIGHT I O .�• s= 7 Ct10 EROSION CONTROL DETNLS _............ <br /> Yt EXISTING SANITARY SEWER Wl MH _ <br /> PROPOSED UNDERDRAIN AND CLEANOIfT PROPOSED TRAFFIC SIGN � - <br /> ~ EXISTING TRAFFIC SIGN <br /> -- EXISTING ELECTRIC LINE <br /> OBLOCK NUMBER ` <br /> —.—.«-- EXISTING CABLE N <br /> EXISTING OVERHEAD ELECTRIC LINE ® UTILITY CROSSING . ` i OM19/Z0'19 ISSUED FOR CONSTRUCTION <br /> - �^'^' MARK DATE DESCRIPTION <br /> * SERVICES VARY FROM <br /> -- --- EXISTING FIBER OPTIC LINE TYPICAL LOT TEMPLATE N'ICINITY MAP PROJECT Nl1MBER -��---10028519 <br /> WATERLINE ENCASEMENT(CONCRETE) SCALE: NTS. ORIGINAL ISSUE - <br /> PROJECT MANAGER JH <br /> ACRONYMS AND ABBREVIATIONS PROJECT DESIGNER DA <br /> A.D. ALGEBRAIC DIFFERENCE YR YEAR _CIVIL ENGINEER JH <br /> AC ACRE MH MANHOLE <br /> ADA AMERICANS WITH DISABILITY ACT MIN MINIMUM <br /> ASSY ASSEMBLY N.T.S. NOTTOSCALE <br /> BO BLOW OFF NO. NUMBER <br /> BMP BEST MANAGEMENT PRACTICES NWSEL NORMAL WATER SURFACE ELEVATION <br /> BNDY BOUNDARY OSP OUTFALL SYSTEM PLAN <br /> BOW RACK OF WALK PC POINT OF CURVATlRE <br /> RW BOTTOM OF WALL PCR POINT OF CURB RETURN <br /> C.O. CLEAN OUT PL PROPERTY LINE <br /> CFS CUBIC FEET PER SECOND PMF PROBABLE MAXIMUM FLOOD <br /> CH CHORD LENGTH PRC POINT OF REVERSE CURVATURE <br /> CHB CHORD BEARING PROP PROPOSED <br /> CL CENTERLINE P31 POUNDS PER SQUARE INCH <br /> CMP CORRUGATED METAL PIPE PT POINT OF TANGENCY <br /> CONIC CONCRETE PUE PUBLIC UTILITY EASEMENT TOWN ENGINEER <br /> D.U.B. DRAINAGE AND UTILITY EASEMENT PVC POLYVINYL CHLORIDE <br /> DIA DIAMETER PVI POINT OF VERTICAL INTERSECTION <br /> DIP DLUCTILE IRON PIPE all 10 YEAR DISCHARGE <br /> DTL DETAIL 0100 100 YEAR DISCHARGE DATE: 2c9� ISSUED FOR '.,. <br /> E.A.E. EMERGENCY ACCESS EASEMENT RCB REINFORCED BOX CULVERT • <br /> EGL EMERGY GRADE LINE RCP REINFORCED CONCRETE PIPE CONSTRUCTION <br /> EL. ELEVATION ROW RIGHT OF WAY <br /> EOA EDGE OF ASHPNALT SAN SAMTARY SEWER <br /> EX. EXISTING Se STILLING BASIN /1♦�__ � <br /> THESE CONSTRUCTION PLANS �/V�_ <br /> FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY SEC. SECTION HAVE BEEN REVIEWED BY <br /> FES FLARED END SECTION SF SQUARE FEET _ ! SHEET NAME <br /> FG FLARED END SE STa STATION BENNETT FOR GRADING,EROSION I41+. J <br /> FM <br /> FIRE HYDRANT STD. STANDARD <br /> FHAD FLOOD HAZARD AREA DELINEATION STM STORMWATER AND SEDIMENT CONTROL <br /> FIRM FLOOD INSURANCE RATE MAP SWMP STORM WATER MANAGEMENT PLAN <br /> FL FLOW LINE TB THRUSTBLOCI( IM}}P��ROVEME TS ONLY W COVER SHEET <br /> FR FROUDE NUMBER TBC TOP BACK OF CURB Yi(•r _ a <br /> FS FIRE SERVICE TEMP TEMPORARY • �� +Mjo <br /> FT FOOT TOF TOP 00 FOUNDATION yy <br /> FUT FUTURE TOP TOP OF PIPE ,.^ <br /> G.E.E. GAS EASEMENT TOS TOP OF SLAB <br /> GPM GALLONS PER MINUTE TW TOP OF WALL q S ew <br /> SCALE <br /> GSBD GROUTED SLOPING BOULDER DROP TYP TYPICAL <br /> Gv GATE VALVE U.D. UNDERDRAIN ENGINEERI G DMSION <br /> HERCP HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE U. .C.O. UNDERDRA CLEAN OUT <br /> ''. HGL HYDRAULIC GRADE LINE U.E. UTILITY EASEMENT <br /> MENT ACCEPTANCE BLOCK 5.1EF'IvuMBEl <br /> E. <br /> HORZ HORIZONTAL UDFCD URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> '.. HP HIGH POINT VC VERTICAL CURVE GOOD <br /> HW HEAD WALL VCP VITRIFIED CLAY PIPE <br /> INT INTERSECTION OR INTERCEPT VERT VERTICAL <br /> INV INVERT VP VERTICAL POINT OF INTERSECTION <br /> IRR IRRIGATION VN NORMAL VELOCITY <br /> K LENGTH OF VC PER PERCENT OF GRADE DIFFERENCE W/ WITH <br /> FILE NAME <br /> LF LINEARFOOT WIL WATERLINE <br /> LP LOW POINT WQ WATER 0l1ALITY 00G000 dwg <br /> MAX MAXIMUM WQCV WATER QUALITY CAPTURE VOLUME <br /> OS OFFSET WSEL WATER SURFACE ELEVATION PAGE 1 OF 7 <br />