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N W <br />0 L <br />'—j <br />W 1 <br />? <br />W Q <br />VI C <br />- WETLANDS AREA <br />STALL CONSTRUCTION FUTI IR \ <br />FE CE TO PROTECT I \ \ \ �iT'1 <br />WE TNN DS� v / / <br />` \i , A\ I FIPNG <br />�J <br />CF \ <br />rIIOUNDARY -DO -NOS <br />MA 1 CHLINL <br />SEE SHEET GR6 <br />—1DO 0 50 100 200 1� <br />SCALE: 1" = 100' <br />ORIGINAL GRAPHIC SCALE <br />CALL UTILITY <br />CENTER F COLORADO NOTIFICATION _ <br />g o /` <br />I o O 0Mg22 <br />CALL 2 BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG, GRADE OR EXCAVATE <br />FOR THE MARKING F UNDERGROUND <br />MEMBER UTILITIES. <br />PROPOSED I---- but <br />100 -YEAR CLOMR <br />FLOODPLAIN <br />j SSW / <br />BENCHMARK: <br />L.f81Y� <br />r <br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE <br />STAMPED "P 329 1951" Al NORTHEAST CORNER <br />OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 <br />FEET NORTH OF CENIERLINE OF HIGHWAY 66 AND <br />3 FEET EAST OF POWER POLE. <br />ELEVATION = 4'953.57 NAVD88. <br />NOTES: <br />1. SEE SHEET SP1 FOR TEMPORARY <br />SEDIMENT POND GRADING DETAILS. <br />2. LOCATION OF SLURRY WALL TO BE <br />FINALIZED PRIOR TO CONSTRUCTION. <br />N <br />ai <br />U <br />KEY MAP <br />N.T.S. <br />LEGEND OF EROSION <br />CONTROL PRACTICES <br />OP OUTL ET PROTECTION <br />PS <br />SR <br />TM <br />TS <br />MU <br />DD <br />CF <br />SF <br />VTC <br />rsD <br />SB <br />ST <br />—� S'ii � J <br />� <br />/\ <br />MU_ J <br />O � <br />L-x—x- <br />PROPOSED STORM SEWER W/ FES <br />HMANrNT SEEDING <br />LFuRFAcE ROUGHENING <br />TEMPI'fRARY <br />MULCHING <br />EMPORIRI ]FEDING <br />x L -F'. <br />=MULCHNG <br />TEMPORARY' <br />DIVERSION DIKE <br />FCONSTRUCTION FENCE <br />sIL r FENCE <br />EM] <br />EXISTING GAS W /VALVE, METER & FLA.: <br />"EHICLE <br />FTROL A CKING <br />®� <br />- - - S —QS <br />EXISTING SANITARY & MANHOLE <br />SLOPO DR IN <br />�� <br />- -U <br />SEDIMENT 6ASIN <br />- -- <br />EXISTING FENCE <br />SEDIMENT TRAP <br />MAP LEGEND <br />^4850— — EXISTING 5' CONTOUR <br />- FXISIING I' CONTOUR <br />—4850— PROPOSED 5' CONTOUR <br />-- PROPOSED 1' CONTOUR <br />—4850— UNDER -WATER 5' CONTOUR <br />UNUER -WATER V CONTOUR <br />FLOW ARROW <br />;.LURRY WALL <br />w z= �� <br />PROPOSED STORM SEWER W/ FES <br />— <br />x- SECTION LINE <br />' <br />HIGH POINT <br />x L -F'. <br />COW POINT <br />.. <br />CUT /FILL LINE <br />`J <br />a� <br />- XG <br />EXISTING GAS W /VALVE, METER & FLA.: <br />—�i <br />EXISTING OVERHEAD UTILITY & POLE <br />- - - S —QS <br />EXISTING SANITARY & MANHOLE <br />m5 <br />EXISTING WATER LINE <br />- -U <br />EXISTING ELECTRIC & BOX <br />- -- <br />EXISTING FENCE <br />< <br />EXISTING STORM SEWER <br />y <br />EXISTING TELEPHONE, BOX & MARKER <br />W <br />��rnN�OS <br />❑ ❑ ❑ ❑ <br />EXISTING MAILBOX <br />— <br />CORRECTED EFFECTIVE FLOODPLAIN <br />GL OMR FLOODPLAIN <br />EXISTING FEMA FLOOOPLAIN <br />- <br />ACCESS ROAD <br />WSL WATER SURFACE ELEVATION <br />4n ?zl WETLANDS AREA <br />Permit f1:_ _ Confidental?: / <br />Class'! — Type- Seq.:_/-,? <br />From — To. 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