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REORDER BY PART NUMBER 6552 <br />W <br />aa2 <br />2 <br />z <br />0 <br />DRAWING NUMBER <br />REORDER B. PART NUMBER 6552 <br />Q <br />0 <br />LO <br />w <br />z <br />Z cu <br />w� <br />a CC <br />o • m <br />w z <br />z� <br />• <br />m <br />CC <br />CC0 <br />0 <br />CC <br />SAFCO PRODUCTS <br />REORDER B. PART NUMBER 6552 <br />DILLON ROAD <br />N89'57'OO"E <br />D=90•00'00" <br />R=40.00' <br />L=62.83' <br />S45'93'00"E <br />56.57' <br />COLORADO TECHNOLOGY CENTER <br />BUILDING 734 CTC BOULEVARD <br />PLANNED UNIT DEVELOPMENT <br />REPEAT OF FILING 2, LOTS 6 & 7 <br />LOUISVILLE, COLORADO <br />—.If f1 �-. W <br />I. ii !� <br />..illf.1111tlAWW1W'YIWIW'111Metli":.1.....r.. ..."40141Y1117Ja' 16 <br />FILING 2 <br />2_ <br />261117/1, <br />"9101110•11%011.1110"111:1“"11W110"..14....,fCfiiL'• •iNJ"•••L':I:e••a:aalee••,• ••„'•••••••••••i •••�k•9d:� .4M.'bCR 4LISOMf.'6:m"VIIIMMIWY!"Veld..OW411M11..e 11.124tl0.011Mr l'S""1�:"!C'!LL"4m:Glv"""" ILLSO.00120 11010 81F161 r.VC./l14.V0.11:11:•' OWN11114 41111N1"fauW.1116 <br />imoreio ................... <br />aewe...a,1,leera, +eurroo <br />V <br />;wpm. INIM IMINW WIMP <br />000 <br />S00103'00"E <br />35.00' 34.98' <br />1100173'00"W <br />NOgrot'11 "W <br />- sO009S SSO0.>�. <br />N00V3'OO"W 18717' <br />• <br />10' UTILITY , <br />EASEMENT <br />_50' DRAINAGE„i, <br />EASEMENT <br />J <br />N <br />J <br />6300 0 <br />J <br />5300 <br />SPIT <br />CONC. PAN 0 0.5% <br />1 <br />SSD <br />00 <br />FILING 2 <br />LOT 6 <br />6299 <br />SPILL <br />TRENCH <br />GRATE = <br />`5298 5295.75 <br />S00 03'00 "E 365.00 <br />'5297 <br />530 <br />,11 <br />CTC BOULEVARD <br />5 0i <br />5301 <br />EX. 18" RCP <br />30 <br />99. <br />9 <br /><'o <br />s� <br />• sr...) <br />O <br />00 <br />734 CTC <br />BOULEVARD <br />AFF -5300.0 <br />'5. <br />w•Isz.„. <br />0('Y <br />5298 <br />SPILL <br />eIAti4110 <br />5298 SPILL <br />N89 57'00"E <br />5296 <br />r <br />FILING 2 <br />LOT 12 <br />L <br />3300 <br />29$ z9. s,P9ss SPILL . . <br />5291 83 <br />FILING 2 <br />LOT 7 <br />R. b'WALK_L <br />N00'03'00"W <br />5300 <br />310.00' <br />FILING 2 <br />LOT 3 <br />+....— awe — r m- eco eeint <br />5298 <br />15' DRAINAGE <br />— UTILITY & <br />LANDSCAPE EASEMENT -5297 <br />CONC. PAN 0 0.5%"”' <br />sz <br />96, <br />•On <br />SPILL <br />l <br />SPILL' <br />30' DRAINAGE <br />& U77LITY EASEMENT <br />J <br />TRENCH <br />GRATE = <br />5295.75 <br />(TYP.) <br />r <br />i <br />L F.5299 <br />1 <br />1 <br />1L <br />.5229 <br />985 99.7; <br />5298—.� <br />BOW -98.0 <br />?9�s 5298.. <br />0 <br />06. <br />5 Ye 3 ..s.e:.� <br />5 2 �Q z.�.. • <br />it <br />�, 8 <br />s‘,9� X96' <br />.90 •S9 <br />0 <br />4:1 <br />EX. 30" RCP <br />TOW -98.5 <br />BOW -98.O <br />N89 57'00"E <br />_- 94._ <br />FILING 2 <br />LOT 8 <br />5296'`/'`/'p...�.. .. <br />TRANSITION 70 <br />NOOti3'00"W 310.00' <br />r <br />96• <br />96 3 x <br />s <br />fL=90.16 <br />9 <br />700 <br />s? 5 91 <br />CATCH 42 <br />„529 <br />0 X91. <br />OUTFALL <br />TYPICAL SECTION <br />GRANULAR BASE <br />ANCHOR DIAMOND BLOCK <br />SYNTHETIC REIP ORCED WALL <br />SCALE 3/ 'er-90 <br />DESIGN TABLE 8 ulra. Maws <br />4' ALL HEIGHT MV -- <br />529 <br />FILING 2 <br />LOT 13 <br />ExPOSED <br />f <br />NOWTN <br />4'-0' <br />5'-0• <br />r-0• <br />e'-0. <br />6.-0' <br />10'-0. <br />0170+ TOTAL N0. ,ENGIN 0(0SYIANETIC REINFORCEMENT <br />BELOW COURSES <br />CRAOE fllFOR <br />ISNED <br />D WALL L. <br />PIACEJLNY DISTANCE UP FROM WALL MSE M Ft <br />Xl x2 X3 X4 x5 <br />6• 9 4' 7-0' <br />6' 11 5' 0'-6' 3'-0' <br />6' 13 5'-6' 1'-e' 4'-0' <br />6' 15 6'-6' 2'-e' 5'-0' <br />6' 17 r 1'-0' 3•-e• <br />e' 19 r -e 0•-e' 2'-0' <br />6' 21 6'-6' 1'-0' 7-6' <br />I3Ds ero / Iw�f1 0-) <br />factor d SMsQt far Matnbl UnoKtohgr - <br />e'-0• <br />4•-6' r-0' <br />4'-6' <br />ND1EE Prof.Walal •n9blwNn6 moot be aolukerod for Proper Mips and rNMaranwM pla-nlent. <br />* OR KEYSTONE BLOCK WALL EQUAL <br />LEGEND <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />EARTHWORK SUMMARY <br />TOTAL SITE VOLUME <br />Cut: <br />Fill: <br />Net: <br />Area of Cut: <br />Area of Fill: <br />8,650 C.Y. <br />3,880 C.Y. <br />4,770 C.Y. (cut) <br />3.3i Ac. <br />2.0±Ac. <br />GRAPHIC SCALE <br />30 0 15 30 <br />( IN FEET ) <br />1 inch = 30 ft. <br />72 HOURS BEFORE YOU DIG <br />CALL THE UTILITY NOTIFICAIIO <br />CENTER OF COLORADO (U.N.C.C.) <br />X5 <br />1-800-922-1987 <br />GAS, ELECTRIC, TELEPHONE, CATV AND <br />PANHANDLE EASTERN PIPEUNE LOCATIONS <br />BUILDING 734 CTC BOULEVARD <br />REPLA T OF CTC FILING 2, <br />LOTS 6 & 7 <br />GRADING PLAN <br />SCALE <br />NOR.1 "=30' <br />VERT. N/A <br />DESIGN/APPR. JJ <br />DRAWN BY PT <br />DATE 10/22/07 <br />HURST & ASSOCIATES, INC <br />CONSULTING ENGINEERS <br />4999 Pearl Bast Circle, Suite 106 <br />Boulder, Colorado 80301 (303) 449-9105 <br />FILE G: \ 23922\ PUD\ 922—PUO—OG(68c7)I � <br />SHEET C1 <br />N <br />