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I / <br />/ <br />/ <br />/ 1 <br />/ <br />/ \ <br />/ \ I <br />/ \ <br />/ \ <br />\J <br />\ <br />\ <br />0 <br />cc <br />/ <br />/ <br />/ <br />/ <br />i <br />/ <br />/ <br />1 <br />1 <br />1 <br />1 <br />1 <br />11 <br />11 <br />11 <br />/ <br />/ <br />Ti <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />1 <br />1 <br />EX. CURB & GUTTER - <br />II' <br />I11 <br />II1 <br />III <br />II1 <br />II <br />1 <br />I II 1 <br />1 11 I I <br />52g5 <br />99 <br />/ <br />/ FILING 2 <br />/ <br />/ LOT 6 <br />/ <br />9, <br />COLORADO TECHNOLOGY CENTER <br />739 SOUTH 104TH STREET <br />PLANNED U\IT DEYELOPMENT <br />/// REPEAT OF FILING 2, LOT 12-' <br />/ <br />LOUISVILLE COLORADO FILING 2 <br />/ LOT 7 <br />7 <br />EX. 18" RCP <br />II <br />II <br />II <br />II <br />77) <br />I <br />II <br />II <br />II <br />II <br />1 <br />II <br />III <br />II <br />II <br />II <br />III <br />II <br />II <br />11 EX. 50' <br />CONSERVA TIONI�� <br />1 <br />1 <br />EX. CONCRETE 1 <br />DROP STRUCTURE I <br />EASEMENT 1 1 <br />I I <br />I I <br />I <br />I I <br />I I <br />I I <br />� I <br />\ <br />00 <br />c <br />\ <br />FL=96.75 <br />FL=96.00 <br />99 <br />96 / <br />SPILL <br />/ZI524.85 <br />//=95.00 <br />INV=5291.05 <br />/5295 <br />� <br />/ <br />FL=97.50\ <br />N <br />FL=96.30� <br />F T 96.14� <br />FL=97.40 <br />J <br />/ <br />rn <br />FL=96.50 <br />FL=95.24 <br />AFL=96 00 <br />FL=97.50 <br />1/ <br />FL=96.00 <br />FL=9 .54 <br />\ FL=96.80 <br />F=96.50 / o� <br />/h� <br />FL=94.50 <br />FL=95.50 <br />Lj <br />O <br />co <br />N <br />J <br />O <br />r,) <br />0V <br />dIP OAP Alio low <br />711:61;460:1: zia <br />RIP <br />Z <br />K <br />U <br />/ <br />141.34 L.F. 15 <br />FL=95.30 <br />FL=95.30 <br />rri <br />HDPEP © 0.32% <br />0.70% <br />FL=95.00 <br />SPILL / <br />/ <br />FL 95.00 <br />/ <br />FL=94.90 <br />I I <br />2�} <br />/ <br />/ <br />SPILL <br />i <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />SA-61...I. / <br />TYPE 13 COMBO. INLET / <br />RIM=5294.60 <br />INV=5290.60 / <br />SA-4 <br />�FL=96.00 / <br />FL=95.25 <br />FL=94.80 <br />FL=95.20 <br />RIM=5296.00 <br />INV1=5290.50 FL=95.40 <br />I Q <br />FL=94.70 <br />/ SA-31 <br />TYPE 13 COMBO. INLET <br />INV=5290.10 <br />/ <br />/ <br />94 <br />i <br />7 <br />SPILL <br />/ <br />FL=95.00 <br />/ / <br />7. <br />FL=95.00 <br />/ <br />/ <br />SA-8 <br />TYPE 13 INLET <br />GRATE=5293.75 <br />INV=5291.50 <br />/ 1 1 <br />/ FL=95.00 <br />/ 0 <br />ROOF DRAIN <br />/ ROOF DRAIN <br />5295 <br />ROOF DRAIN <br />ROOF DRAIN <br />NOTE: 8" & 12" HDPEPs SERVICING THE <br />ROOF DRAINS WILL BE DESIGNED DURING THE <br />PREPARATION 0 THE CONSTRUCTION PLANS . <br />BLDG. 1A <br />FL=94.10 <br />FL=93.95 <br />FL=93.65 <br />FL=93.50 <br />FL=94.50 <br />0.64% <br />SPILL <br />5295 <br />TYPE 13 INLET <br />GRATE=5293.75 <br />CATCH <br />SPILL <br />1' CURB CUT <br />FL=92.83 <br />91)3 <br />ToW = 5293.90 <br />BoW = 5293.00 <br />SOUTHERN- <br />t0 DETENTION POND <br />-94/ i <br />FL=94.40 <br />94 <br />ToW = 5293.00 <br />1 SA-1 <br />FL=89.45 <br />ROOF DRAIN <br />BLDG. 2 <br />ROOF DRAIN <br />PHASE LINE <br />17/ <br />96 <br />1 <br />96 <br />L <br />96 <br />UTILITY ESMT <br />DETENTION <br />POND <br />FILING 2 <br />LOT 8- <br />EX. 18 RCP <br />\FL 95.00 <br />/ <br />518.981 L.F. (TOTAL) 4' TRICKLE CHANNEL <br />94 <br />0.70% <br />SPILL <br />ROOF DJRAIN <br />94.60 <br />ROOF DRAIN <br />SPILL <br />134.35 L.F. 18" HDPEP 0.377 <br />SA-2 <br />FL=94.40 <br />SPILL <br />UTILITY & <br />ACCESS ESMT. <br />TYPE 13 COMBO. INLET <br />RIM=5292.65 <br />INV=5289.60 <br />CATCH <br />RETAINING WALL <br />ToW = 5293.70 <br />BoW = 5293.00 <br />9 <br />EASEMENT - <br />FL=93.30 <br />FL=93 15 <br />ToW = 5293.70 <br />BoW = 5289.70 <br />94 <br />/ <br />/ ToW = 5294.20 <br />BoW = 5290.20 <br />/ CATCH <br />RETAINING WALL <br />ToW = 5293.70 <br />BoW = 5289.70 <br />ToW = 5294.20 <br />BoW = 5289.50 <br />FL=89.00 <br />BoW = 5290.70 <br />OUTFALL STRUCTURE <br />POND BOTTOM=5289.00- <br />F.E.S. INV=5288.00_ <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 />CO- <br />FL=94.30 <br />FL=93.80 <br />FL=94.36 <br />94 <br />TYPE 'M' R- IP RAP <br />4'x10' PRECAST BOX <br />91.94 <br />92 <br />91.76 <br />5295 <br />CLEANOUT <br />ROOF DRAIN <br />12" HDPEP <br />UTILITY & <br />ACCESS ESMT. <br />ROOF DRAIN <br />94 <br />TYPE 11 INLIET <br />SB-6 <br />12" HDPEP <br />ROOF DRAIN <br />BLDG. 1A <br />SPILL <br />FL=94.40 <br />94/ <br />I.4) SPILL <br />34, <br />0.70% <br />FL=94.80 <br />FL=95.00 <br />FL=96.00 <br />FL=94.30 <br />FL=94.13 <br />0 <br />FL=93.50 <br />/ FL=93.00 <br />ToW = 5293.50 <br />BoW = 5293.00 <br />ToW = 5293.50 <br />BoW = 5293.00 <br />1' CURB CUT <br />93 <br />CATCH <br />ToW = 5293.00 <br />BoW = 5289.25 <br />NORTHERN <br />DETENTION POND cOl <br />ToW = 5291.50 <br />BoW = 5291.00 <br />BoW = 5287.25 <br />mcva <br />ric <br />'it ilk <br />• <br />ToW = 5290.00 <br />91 <br />FL=92.11 <br />SPILL <br />TYPE 13 COMBO. INLET <br />RIM=5291.50 <br />INV OUT=5288.00 <br />FL=92.03 FL=91.50 <br />94 <br />RETAINING WALL ToW = 5292.50 <br />BoW = 5288.65 <br />FL=87.50 <br />FL=94.40 <br />RETAINING WALL <br />ToW = 5292.50 <br />BoW = 5289.00 <br />EX. 54' LANDSCAPE <br />& PUBLIC USE 57 <br />OUTFALL STRUCTURE <br />POND BOTTOM=5287.50 <br />EASEMENT <br />(MATCH EX.) - TYPE 'M' SOIL - <br />• • <br />HDPEP <br />„fro <br />FL=93.25 <br />ToW = 5292.50 <br />FL=92.00 <br />ToW = 5291.90 <br />BoW = 5287.75 <br />ToW = 5292.50 <br />BoW = 5288.50 <br />18" RCP <br />6'Lx2'D TYPE 'M' RIP RAP <br />EXTENDED TO THE TOP <br />EX. WALK <br />OF THE BANKS <br />PROVIDE HAND <br />RAIL OR FENCE -- <br />70% RIPRAP <br />EX. CURB & GUTTER <br />104TH STREET <br />91.20 <br />FL=94.20 <br />FL=93.20 <br />FL=93.06 <br />FL=92.92 <br />FL=92.79 <br />co <br />LSD <br />FL=92.75 <br />INV IN=5290.25 <br />INV OUT=5290.15 <br />=94.80 <br />ACCESS <br />EASEMENT <br />92< <br />SB-4A1 <br />18"x12" TEE <br />W/ CLEANOUT <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 />rn (NI <br />PROVIDE HAND It <br />RAIL OR FENCE <br />ToW = 5293.00 <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 />91 <br />6'Lx2'D TYPE 'M' RIP RAP <br />EXTENDED TO THE TOP <br />OF THE BANKS <br />BoW = 5289.00 <br />ToW - 5289.50 r <br />ToW = 5291.00 <br />BoW = 5285.30 <br />ToW = 5289.00 <br />BoW = 5288.25 <br />EX. UTILITY BOXES <br />LEGEND <br />Manhole <br />5' Type 'R' Inlet <br />g Type 13 Inlet <br />Type 13 Combination <br />Curb Inlet <br />Stormline <br />SA-1 <br />ToW <br />BoW <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 />Other Layers 13 <br />if MI <br />=I 12* FREE DRAINING <br />AGGREGATE <br />2nd Layer <br />X4 <br />GEOSYNTHETIC REINFORCEMENT <br />X3 <br />a <br />DRAIN TILE 1st La er X2 <br />Tall <br />6* MINIMUM COMPACTED <br />GRANULAR BASE <br />ANCHOR DIAMOND BLOCK <br />GEOSYNTHETIC REINFORCED WALL <br />DESIGN TABLE 8 LEVEL BACKFLL <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 Safelyn for Material Uncertainty - 1.5 <br />NOTE: Professional engineering must be considered for proper design and reinforcement placement. <br />* OR KEYSTONE BLOCK WALL EQUAL <br />EARTHWORK SUMMARY <br />TOTAL SITE VOLUME <br />Fill: <br />Net: <br />Area of Cut: <br />Area of Fill: <br />6,711 C.Y. <br />i+ <br />SCALE: 1" = 30' <br />30 0 15 30 60 <br />/1> 72 HOURS BEFORE YOU DIG c>> <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 />VERT. N/A <br />DESIGN/APPR. JJ <br />DRAWN BY HK <br />DATE 09/25/09 <br />FILE G: \24262\PUD\262-PUD-OG <br />HURST 8c ASSOCIATES, INC. <br />CONSULTING ENGINEERS <br />4999 Pearl East Circle, Suite 106 <br />Boulder, Colorado 80301 (303) 449-9105 <br />SHEET Cl <br />