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ti <br />L\ <br />EX. CURB & GUTTER <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />57-95 <br />// <br />FL=96.30 <br />co <br />EASEMENT \ <br />EX. CONCRETE <br />DROP STRUCTURE <br />411) <br />99 <br />// COLORADO TECHNOLOGY CENTER <br />739 SOUTH 104TH STREET <br />PLANNED UNIT DEVELOPMENT <br />/// REPLAT OF FILING 2, LOT <br />98 <br />• <br />LOUISVILLE, COLORADO <br />7 <br />EX. 18" RCP - <br />FILING 2 <br />LOT 7 <br />FL=96.75 <br />L=97.50\ <br />FL/=96.14 <br />FL=96.50 <br />FL=96.00 <br />FL=96.00 <br />FL=94.50 <br />FL=95.50 <br />Lu <br />co <br />Lu <br />\ N. \\ \ \ BoW = 5293.00 <br />N. \ \ \ 9.3------- <br />\\ ,9 <br />\ \ ---9 - - - lct <br />u <br />FL=96.00 <br />SA-71 <br />RIM=5294.85 <br />94.70 <br />AMM <br />FL=95.10 <br />FL=95.30 <br />5295 <br />0.70% <br />SPILL <br />(30' DRAINAGE & <br />UTILITY ESMT <br />511 <br />SPILL / <br />FL=95.30 <br />SPILL <br />FL=95.00 <br />94 <br />FL=95.00 <br />/ 96 <br />FL=95.00 <br />SA-81 / <br />TYPE 13 INLET <br />GRATE=5293.75 <br />INV=5291.50 <br />i <br />L <br />SPILL <br />i <br />R <br />DETENTION <br />POND <br />FILING 2 <br />LOT 8 <br />EX. 18" RCP <br />SPILL <br />I <br />FL=9450 518.981 L.F.OTAL) 4' TRICKLE CHANNEL <br />FL=95.00 FL=95.00 FL=95.00 <br />FL=i 4.8 <br />/ FL= 9 4.40 <br />..F. �94 <br />134.35 L.F. 18" HDPEP Ca? 0.37% <br />::':':':':':':':: IIIIIIIIHIIIHIIIH I 1 1 1 1 1 1 1 1 1 1 1 I I <br />1111. <br />0.64% 7 0.70% <br />/- -r�1 r7 <br />SPILL <br />SA-4 <br />TYPE 13 COMBO. INLET / <br />INV=5290.60 / <br />I ,_,/ <br />/ <br />/ <br />FL=95.25 <br />IN V=1290.50 <br />L=94.70 <br />2.5% <br />FL=94.80 <br />FL=95.20 <br />FL=95.40 <br />Q <br />/ <br />NOTE: 8" & 12" HDPEPs SERVICING THE <br />ROOF DRAINS WILL BE DESIGNED DURING THE <br />PREPARATION OF THE CONSTRUCTION PLANS . <br />�O <br />FL=95.00 <br />/ 0 <br />FL=95.90 <br />ROOF DRAIN <br />184.36 L.F. 15" HDPEP CD 0.41% <br />0.70% <br />5295 <br />0 <br />ROOF DRAIN <br />• <br />/ <br />/ • <br />/ SA-31 <br />TYPE 13 COMBO. INLET <br />RIM=5294.00 <br />FL=94.10 <br />FL=93.95 <br />FL=93.65 <br />FL=93.50 <br />CATCH <br />SPILL <br />FL=94.40 <br />FL=94.40 <br />94 <br />SA-2 <br />1' CURB CUT <br />FL=92.83 <br />913 <br />ToW = 5293.90 <br />BoW = 5293.00 SOUTHERN - <br />DETENTION POND <br />- -5- <br />ToW = 5293.00 <br />FL=89.45 <br />5295 <br />FL=94.40 <br />TYPE 13 COMBO. INLET <br />RIM=5292.65 <br />INV=5289.60 <br />CATCH <br />RETAINING WALL <br />ToW = 5293.70 <br />_10' UTILITY <br />EASEMENT- <br />.00 <br />RIP <br />RAP <br />TYPE .13 INLET <br />GRATE=5293.75 <br />SPILL <br />FL=93.30 <br />FL=93 15 <br />ToW = 5293.70 <br />BoW = 5289.70 <br />OUTFALL STRUCTURE <br />POND BOTTOM=5289.00- <br />SA-11 <br />94 <br />FL=95.00 <br />SPILL <br />FL=95.00 <br />ROOF DRAIN <br />0 <br />94 <br />SB-6 <br />TYPE 13 INLET <br />FL=95.00 <br />BLDG. 2 <br />ROOF DRAIN <br />0 <br />PHASE LINE <br />ToW = 5294.20 <br />BoW = 5290.20 <br />/ CATCH <br />0.70% / <br />RETAINING WALL <br />ToW = 5293.70 <br />BoW = 5289.70 <br />ToW = 5294.20 <br />ToW = 5293.50 <br />BoW = 5289.50 <br />FL=89.00 <br />BoW = 5290.70 <br />6'Lx6'Wx2'D (MATCH EX.) <br />BoW = 5290.00 <br />ToW = 5291.50 <br />BoW = 5291.00 <br />ToW = 5293.00 <br />BoW = 5287.50 <br />ToW = 5290.50 <br />1 <br />ROOF DpAIN <br />0 <br />94.60 <br />CLEANOUT <br />502.98 L.F. (TOTAL) 4' TRICKLE CHANNEL <br />FILING 2 <br />LOT 12 <br />BLDIG. 1/ <br />FF=5295.40 <br />SPILL <br />FL=94.30 <br />FL=93.80 <br />94 <br />TYPE 'M' RIP RAP <br />4'x10' PRECAST BOX <br />91.94 <br />92 <br />91.76 <br />FL=93.50 <br />/ FL=93.00 <br />ToW = 5293.50 <br />BoW = 5293.00 <br />BoW = 5293.00 <br />9 <br />0.73% <br />4,1 <br />. SPILL <br />ROOF DRAIN <br />0 <br />12" HDPEP <br />ROOF DRAIN <br />FL=94.40 <br />CATCH <br />ToW = 5293.00 <br />BoW = 5289.25 <br />NORTHERN <br />DETENTION POND Q°31 <br />5295- <br />0 <br />12" HDPEP <br />ROOF DRAIN <br />FL=94.40 <br />1' CURB CUT <br />93 <br />W = 5291.50 <br />*0,BoW = 5287.25 <br />\*ToW = 5290.00 <br />Ct*Ii <br />N. <br />91 <br />FL=92.11 <br />FL=94.80 <br />FL=95.00 <br />FL=94.30 <br />FL=93.14 <br />FL=95.40 <br />0 <br />SPILL <br />FL=94.40 <br />TYPE 13 COMBO. INLET <br />INV IN=5288.10 <br />92 <br />RETAINING WALL ToW = 5292.50 <br />BoW = 5288.65 <br />FL=87.50 <br />94 <br />FL=91.50 <br />ToW = 5292.50 <br />BoW = 5289.00 <br />5290 <br />EX. 54' LANDSCAPE <br />RETAINING WALL <br />FL=94.40 <br />Lu <br />Lu <br />FL=94.20 <br />FL=93.20 <br />FL=93.06 <br />FL=92.79 <br />UTILITY & <br />ACCESS <br />FL=93.25 EASEMENT <br />ToW = 5292.50 <br />BoW = 5289.00 <br />OUTFALL STRUCTURE <br />POND BOTTOM =5287.50 <br />INV OUT=5287.40 <br />61x2'D TYPE 'M' RIP RAP <br />EXTENDED TO THE TOP <br />OF THE BANKS <br />PROVIDE HAND <br />RAIL OR FENCE-- <br />F.E.S. INV=5287.00 <br />70% RIPRAP <br />FL=92.00 <br />ToW = 5291.90 <br />BoW = 5287.75 <br />SB-1 1 <br />ToW = 5292.50 <br />BoW = 5288.50 <br />18" RCP <br />© 2.01% <br />ToW = 5289.00 <br />EX. CURB & GUTTER <br />104TH STREET <br />EX. WALK <br />91.20 <br />FL=92.75 <br />ToW = 5293.00 <br />PROVIDE HAND <br />RAIL OR FENCE <br />ToW = 5292.50 <br />BoW = 5289.00 <br />FL=92.00 <br />co <br />PROVIDE HAND <br />-RAIL OR FENCE - <br />4'x10' PRECAST BOX CULVERT <br />90.35 <br />90.14 <br />5290 <br />91 <br />INV IN=5290.25 <br />INV OUT=5290.15 <br />=94.80 <br />UTILITY & <br />ACCESS <br />EASEMENT <br />SB-4A <br />18"x12" TEE <br />IN V.=5289.50 <br />FILING 2 <br />LOT 13 <br />UTILITY & <br />ACCESS <br />EASEMENT <br />5' TYPE 'R' INLET <br />FL=5291.80 <br />FL IN=5291.55 <br />INV IN=5289.00 <br />INV OUT=5288.90 <br />FL=93.60 <br />1.7 <br />441P- <br />ToW - 5289.50 r <br />......„.„ <br />7444 <br />ToW = 5291.00 <br />BoW = 5285.30 <br />EX. UTILITY BOXES <br />61x2'D TYPE 'M' RIP RAP <br />EXTENDED TO THE TOP <br />OF THE BANKS <br />LEGEND <br />Manhole <br />5' Type 'R' Inlet <br />g Type 13 Inlet <br />Type 13 Combination <br />Curb Inlet <br />SA-1 <br />ToW <br />BoW <br />Stormline <br />(width varies) <br />Existing Contours <br />Proposed Contours <br />Basin Line <br />Major Basin Line <br />Flow Arrow <br />Structure Number <br />Top of Wall <br />Bottom of Wall <br />TYPICAL SECTION <br />=14, NANR7 <br />DIAMOND BLOCK <br />Other Layers 12.14 <br />=I 12" FREE DRAINING <br />AGGREGATE <br />X4 <br />GEOSYNTHETIC REINFORCEMENT <br />X3 <br />I <br />DRAIN TILE 1st La er X2 <br />11 <br />6" MINIMUM COMPACTED <br />GRANULAR BASE <br />ANCHOR DIAMOND BLOCK <br />0 EOSYNTHETIC REINFORCED WALL <br />DESIGN TABLE 8 LEVEL BACICFILL <br />EXPOSED <br />WALL <br />HIEGHT <br />DEPTH <br />BELOW <br />GRADE <br />TOTAL NO. <br />COURSES <br />FOR <br />FINISHED <br />LENGTH <br />GEOSYNTHETIC REINFORCEMENT <br />PLACEMENT DISTANCE UP FROM WALL BASE IN FT. <br />H <br />D <br />WALL <br />L <br />X1 <br />X2 <br />X3 <br />X4 <br />X5 <br />X5 <br />DESIGN PARAMETERS: <br />Factor of Safety for Material Uncertainty - 1.5 <br />NOTE: Professional engineering must be considered for proper design and reinforcement placement. <br />EARTHWORK SUMMARY <br />TOTAL SITE VOLUME <br />Fill: <br />Net: <br />Area of Cut: <br />Area of Fill: <br />SCALE: 1" = 30' <br />30 0 15 30 <br />60 <br />/(>\ 72 HOURS BEFORE YOU DIG <br />CALL THE UTILITY NOTIFICATION <br />CENTER OF COLORADO (U.N.C.C.) <br />1-800-922-1987 <br />GAS, ELECTRIC, TELEPHONE, CATV AND <br />PANHANDLE EASTERN PIPELINE LOCATIONS <br />739 SOUTH 104TH STREET <br />REPLAT OF CTC FILING 2, <br />LOT 12 <br />GRADING PLAN <br />SCALE <br />DESIGN/APPR. JJ <br />DRAWN BY HK <br />DATE 08/31/09 <br />HURST 8c ASSOCIATES, INC. <br />- <br />NN <br />CONSULTING ENGINEERS <br />4999 Pearl East Circle, Suite 106 <br />FILE G: \24262\PUD\262-PUD-OG <br />SHEET Ci <br />