Laserfiche WebLink
( <br />{ <br />( <br />5345 <br />masserms <br />TRACT/ A <br />r <br />INLET El WITH UD <br />RIM=45.0 <br />INV(S)=40.8 <br />INV(N)=43.2 <br />T <br />r-1 <br />jI 0 M <br />1 <br />MATCH EXISTING ASPHALT <br />EXISTING <br />ASPHALT <br />r <br />45.0 <br />( <br />1 <br />r4 <br />E <br />INLT 01 <br />RIM=54.0 <br />IN'S)=49.5 <br />IN E)=49.6 <br />11(N)=49.6,111 <br />1 <br />APPROXIMAt FUTURE <br />SIDEWALK LOCATION <br />z <br />z <br />w <br />1-- <br />z <br />w <br />75.0' <br />\ DoT , <br />MATCH E STING <br />TOP OF C R8 (TYP.) <br />EXISTING <br />ASPHALT <br />w INLET N4 <br />RIM TO MATCH <br />EXISTING GRAD <br />INV=39.7 <br />I LE Lt <br />=43.3 <br />INV S)-39.2 <br />INV NW =39.3 <br />INV NE '-39.3 <br />REMOVE EX. F.E.S. <br />AND EXTEND PIPE <br />INV PIPE=39.0`, <br />F.E.S. <br />,00 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />PIPE 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />SEGMENT TABLE <br />SIZE <br />PIPE# INCHES <br />PIPE <br />SIZE <br />PIPE # INCHES <br />to8 <br />7 1A <br />18 <br />10 <br />1D <br />2A <br />28 <br />2C <br />2D <br />313 <br />3C <br />3D <br />3E <br />3F <br />4A <br />4B <br />4C <br />4D <br />4E <br />5 <br />6 <br />7 <br />8 <br />e <br />10 10 <br />8 <br />12 <br />12 <br />8 <br />8 <br />8 <br />12 <br />18 <br />18 <br />24 <br />24 <br />21 <br />12 <br />12 <br />12 <br />12 <br />18 <br />12 <br />6 <br />18 <br />21 <br />PIPE <br />SLOPE <br />FT/FT <br />PIPE <br />SLOPE <br />FT/FT <br />0.01 <br />0.07 <br />0.01 <br />0.07 <br />0.01 <br />0.01 <br />0.01 <br />0.01 <br />0.01 <br />0.01 <br />0.003 <br />0.003 <br />0.004 <br />0.004 <br />0.015 <br />0.01 <br />0.035 <br />0.035 <br />0.01 <br />0.03 <br />0.007 <br />0.01 <br />0.03 <br />0.015 <br />zzi.&,/; <br />zzy.-07-7;<%1, <br />00' <br />.4 • <br />EXISTING EDGE OF ROAD <br />NLET P1 <br />R M=54.0 <br />INV(Ns)=47.7 <br />INVN 47.8 <br />rr <br />y3�k <br />EXISTING WAI K <br />P-7 <br />7EXIS-rYti6° WA <br />EXISTING CUI�B <br />15S' <br />„ vkc? gt <br />tS�3 <br />.9 <br />N <br />,63'/ <br />f.��r <br />EXISTING <br />ASPHALT <br />6367A <br />a,. <br />EX./STORM MH <br />,RfM=59.8 <br />INV IN (N) = 43.9 <br />INV OUT (E) = 43. <br />i <br />STD. 5' TYPE INLET <br />/ INV=45.60 <br />STORM MH -3 <br />RIM = 43.0 <br />INV IN W = 38.06 <br />INV IN N = 38.48 <br />INV OUT E) = 37.86 <br />( <br />( <br />LEGEND <br />45 <br />5315 <br />X 25.8 <br />o3 <br />• <br />FF/TOF <br />■ <br />A <br />4.95 <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />PROPOSED SPOT ELEVATION <br />HISTORIC SHEET FLOW <br />PROPOSED FLOW DIRECTION <br />EXISTING STORM SEWER W/MANHOLE <br />PROPOSED STORM SEWER W/MANHOLE <br />FINISHED FLOOR ELEVATION = TOP OF <br />FOUNDATION <br />PROPOSED STORM INLET <br />PROPOSED BASIN DESIGNATION <br />AREA IN ACRES <br />HISTORIC BASIN DESIGNATION <br />AREA IN ACRES <br />MOM MON r PROPOSED DRAINAGE SUB -BASIN BOUNDARY <br />ffin 11111 gffe MIN HISTORIC DRAINAGE BASIN BOUNDARY <br />P -1A <br />PIPE SEGEMENT IDENTIFICATION (SEE TABLE) <br />SUB -BASIN OVERFLOWS <br />NOTES <br />1. GRADE AWAY FROM BUILDINGS AT A MINIMUM 10% SLOPE IN THE FIRST 10 FEET <br />AT LANDSCAPE AREAS AND AT A MINIMUM 2% SLOPE IN THE FIRST 10 FEET AT <br />IMPERVIOUS AREAS, EXCEPT AS NOTED. <br />2. GRADE ADJACENT TO BUILDING SHALL BE AT LEAST 0.5' BELOW TOP OF FOUNDATION AT <br />LANDSCAPE AREAS. <br />3. THE FEMA FLOOD INSURANCE RATE MAP, PANEL 0800230202 B, DATED JULY 15, 1988, <br />INDICATES THAT THE ENTIRE SITE IS OUTSIDE OF ANY MAPPED 500 YEAR FLOODPLAIN, <br />4. THE LOCATION OF THE ABOVE GROUND UTIUTIES SHOWN HEREON ARE BASED ON PREVIOUS <br />CONSTRUCTION PLANS AND INFORMATION PROVIDED BY OTHERS (WHICH MAY INCLUDE <br />THE UTILITY OWNER OR UTILITY LOCATING SERVICES). SCOTT, COX & ASSOCIATES, <br />INC. IS NOT RESPONSIBLE FOR UTILITY INFORMATION PROVIDED BY OTHERS. SCOTT, <br />COX & ASSOCIATES, INC. RECOMMENDS THAT THE LOCATION OF THE UTILITIES BE FIELD <br />VERIFIED PRIOR TO ANY DIGGING ON, OR ADJACENT TO THE SUBJECT PROPERTY. <br />5. BENCH MARK ELEVATION TAKEN FROM THE 1 1/2" BRASS CAP IN A RANGE BOX AT THE <br />INTERSECTION OF HWY 42 AND SOUTH BOULDER ROAD, WHICH IS THE NE CORNER OF <br />SECTION 8, ELEV. = 5352.30. <br />6. ALL INLETS ARE 2X2 INLETS WITH NEENAH CASTING R -3402-E OR APPROVED EQUAL <br />EXCEPT INLETS El, K1, J1, 11, AND G1 WHICH ARE COMBINATION INLETS WITH NEENAH <br />CASTING R-3295 OR APPROVED EQUAL. <br />Scale: 1" = 30' <br />0 15 30 60 <br />VICINITY MAP <br />N.T.S. <br />FINAL <br />GRADING AND DRAINAGE PLAN <br />THE LODGE AT BALFOUR <br />LOUISVILLE, COLORADO <br />:Jr <br />Designed by <br />Drown by <br />Checked by <br />SCOTT, COX & ASSOCIATES, INC. <br />consulting engineers 41. surveyors <br />1530 55th Street • Boulder, Colorado 80303 <br />(303) 444 - 3051 <br />WHM Date Scale <br />JAS <br />WHM <br />7/27/00 <br />Revision <br />1 <br />2 <br />3 <br />4 <br />5 <br />Survey Sheet 1 Drawing no. <br />1"=30' Page <br />Description <br />REV. S1TE PLAN <br />REV. SITE PLAN <br />REV. SITE PLAN <br />REVISED SUBMITTAL <br />REVISED SUBMITTAL <br />of 1 00559 <br />Date Project no. <br />8/23/00 00559 <br />9/29/00 <br />11/21/00 <br />1/8/01 <br />1/29/01 <br />