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Thu Jan 20 15: 04: 10 2000 <br />RADIUS = 23.0' <br />LENGHTH = 41.69' <br />DELTA = 96°36'30" <br />TAN = 29.36' <br />N <br />N‘ <br />FL = 5342.65 <br />CURB HEAD <br />BEYOND CURB CUT <br />N <br />S. <br />100 -YR WATER SURFACE <br />ELEV=5343.9 <br />TRASHRACK <br />FL=5341 20 <br />GRASSY Cf -1,--N <br />DETENTION <br />POND WALL <br />(SEE LANSCAPE PLAN <br />FOR WALL DETAILS) <br />TYPE 13 GRATE <br />\GRATE EL = 5343.8 <br />2.00/0 <br />ELEV=5344.0 <br />SLOPE BEYOND <br />OUTLET STRUCTURE <br />RIPRAP <br />RUNDOWN <br />@ 7:1 SLOPE <br />- <br />N <br />2.5" ORIFICE <br />13 L.F. 18" RCP <br />OUTLET PIPE <br />FL=5341.65 <br />FL=5341.07 <br />FL=5341.61 <br />FL=5343.03 <br />FINISHED GRADE BEYOND <br />OUTLET STRUCTURE <br />18" FES <br />•' <br />CONC PAN <br />.s.'FL.=5341.1 <br />'Tk <br />.44 , 4" SIDEWALK <br />4"X12" STEEL TUBING CHASE <br />tit:7-1k <br />FL=5341.00 <br />12" CURB CUT <br />2:1 SIDE SLOPES <br />MODIFIED TYPE 13 <br />OUTLET STRUCTURE DETAILS <br />(SECTION A -A ON GRADING & DRAINAGE PLAN) <br />N.T.S. <br />LOT 1, BLOCK 7 <br />DEVELOPED <br />SITE <br />CHER)Ry STREET \ <br />/ <br />\ <br />- ° 7 • <br />(f:" 7 <br />. \ _1.117._. 1, PAN <br />• t <br />OVE FLOW AREA <br />(10 -FT LENGTH AT <br />ELEV 5343.9) <br />/ 5342.27 <br />5341.52 <br />annutztsca• <br />OVERFLOW AREA (18 -FT LENGTH AT <br />ELEV 5343.9) <br />STEEL TUBI <br />CHASE <br />••=•Xem, .411681=410. <br />/ <br />5347 . 1-!NND QAT' <br />2 L.F. <br />2' PAN <br />SC <br />5 45.30 <br />aft <br />HP 53441 - <br />LOT 12, BLOCK 1 <br />DEVELOPED <br />SITE <br />PROPOSED BUILDING <br />FF = 5346.3 ////// / <br />LOT §,13LOCK <br />4.` <br />I <br />/7 DOCK DRAIN <br />WITH SUMP <br />PUMP <br />18r STORM SEWER <br />MODIFIEiD TYPE <br />13 OUTLET STRUCTURE <br />(SEE DETAIL THIS SHEET) <br />1 RIP -RAP <br />1RUNDOWN <br />5345.30 <br />DOCK WALL <br />FLOOD WARNING <br />SIGN (SEE P\JD -2) <br />TOP OF! <br />BERM = §344.0 <br />(.31 <br />(0 <br />f lc 111 111 III <br />100 <br />WAT R <br />SURFA. <br />EL = 5343. <br />LANDSCAPE <br />5345.34 <br />5345.33 <br />5345.20 <br />5345.55 <br />5345.15 <br />5345 <br />5345.42 <br />5345.55 <br />5345. <br />534450 . <br />5345.1 <br />5344.82 <br />5344.52 <br />5344.50 <br />5344.57 <br />5344.75 <br />10 <br />\ <br />\ <br />k L- <br />I 10.0' DRAINAGE <br />EASEMENT <br />5344.89 <br />5344.10 <br />/ <br />5345.87 <br />5344.15 <br />5344.75 <br />210,46 <br />14.0' UTILITY <br />EASEMENT <br />\ <br />LOT 7, BLOCK 2 <br />VACANT <br />NOTES: <br />1. SPOT ELEVATIONS ARE TO FLOW LINES. <br />2. ALL CURB IS CATCH CURB UNLESS OTHERWISE NOTED. <br />3. BOTTOM OF WALL IN EASEMENT IS SET AT 5342.5 TO LIMIT <br />EXCAVATION IN THIS AREA. , <br />4. GRADES IN DETENTION POND ARE SLOPED AT @2% FROM ORIFICE TO THE BOW <br />LOCATED OUTSIDE THE EASEMENT. <br />SLOPE VARIES <br />1 <br />1 <br />1 <br />1 <br />LOT 8, BLOCK 2 <br />COLORADO TECHNOLOGICAL CENTER, FIRST FILING <br />PLANNED UNIT DEVELOPMENT <br />LOCATED IN SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST, OF THE 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />(NU) <br />1KEYSTONE SPLIT -FACE <br />CMU RETAINING WALL <br />\SEE DETAIL PUD -5) <br />1\ <br />LOT 9, BLdCK 2 <br />DEVELOIOED <br />SITE <br />2' <br />GRAPHIC SCALE <br />20 0 10 20 <br />40 80 <br />( IN YEET ) <br />1 inch = 20 ft. <br />LEGEND <br />AS APPLICABLE <br />STS <br />S <br />WV <br />(>1 <br />xx <br />0 <br />(Z1 <br />-1 <br />DRAINAGE <br />LEGEND <br />PROPERTY LINE <br />EXISTING IMPROVEMENTS <br />EXISTING ASPHALT <br />PROPOSED IMPROVEMENTS <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />EXISTING SANITARY SEWER <br />EXISTING WATER LINE. <br />EXISTING STORM SEWER <br />PROPOSED SANITARY LINE <br />PROPOSED WATER LINE <br />EXISTING WATER VALVE <br />EXISTING FIRE HYDRANT <br />EXISTING STREET/PARKING LIGHT <br />EXISTING SANITARY MANHOLE <br />EXISTING STORM MANHOLE <br />FOUND IRON PIN <br />PROPOSED DOOR <br />PROPOSED MONUMENT SIGN <br />PROPOSED TRANSFORMER PAD <br />CONCRETE <br />1111111 Ell - MEI DRAINAGE BOUNDARY <br />DESIGN POINTS <br />FLOW DIRECTION <br />BASIN DESIGNATION I ACRES <br />1 1/2"- <br />12" <br />0.5" 1.5"R <br />6" <br />8.0% <br />5343.15 <br />SC <br />4.5" <br />a 4- • 1 <br />• <br />.1 .• a <br />• <br />SLOPE VARIES <br />2' CONCRETE COBBLE PAN <br />N.T.S. <br />SPILL CURB <br />16" <br />PROPOSED SLOPE <br />FLOW LINE ELEVATION <br />SPILL CURB <br />100 YEAR WATER SURFACE <br />ELEVATION <br />12" <br />1 <br />A <br />1 1/2"_. <br />12" <br />I. <br />4 • a <br />.101ftwomatatt <br />4 . <br />CATCH CURB <br />• A <br />PRIVATE CURB + GUi i DETAIL <br />N.T.S. <br />Futura Engineering Inc. <br />Engineering Consultants and Surveyors <br />12741 E. Carey Ave., Suite 126 <br />Englewood, Colorado 80111 - (303) 649-9292 <br />FAX (303) 649-9499 <br />12" <br />FINAL MYLAR SUBMITTAL <br />0 <br />0 <br />0 <br />MYLAR SUBMITTAL <br />0 <br />rs <br />3 <br />CIT' COUNCIL SUBMITTAL <br />0) <br />PLANNING COMMISSION SUBMITTAL <br />0 <br />z <br />CNI <br />1ST PLANNING COMMISSION SUBMITTAL <br />a) a) <br />0) 0) <br />NN <br />Cs1 <br />0 <br />NN0 <br />DRAINAGE REVISIONS <br />0 <br />a) <br />cn <br />0 <br />INITIAL PUD SUBMITTAL <br />Designed <br />Drawn <br />Checked <br />Reviewed <br />Date <br />Project <br />4C <br />a 0 <br />d4C <br />CO <br />>-c0 <br />CC 5 <br />w <br />w <br />JPC <br />JPC <br />LED <br />DMP <br />06/17/99 <br />No99-061.04 <br />Drawing No. <br />PUD -3 <br />3 of 7 <br />ot• <br />C0 <br />REVISION/SUBMISSION <br />w <br />GRADING AND DRAINAGE PLAN <br />POSITION EDGE OF PRINT ON THIS LINE - <br />EIVgLO InewriN AG 8308038 <br />8V5L0 8380111N AR 8308038 <br />HvgLo u3eAnN AEI 83a0 <br />NOIIVEI0d803 010H NVld <br />VINLIOJI1V0 '3NIAEll <br />NOI1Vd0d800 010H Mtld <br />m <br />C) <br />r- <br />0 <br />11381"Jf1N ONIMVEIO <br />EBEIMIN ONIMVI:10 <br />1:1391ANIN ONIMVdO <br />0 <br />-n <br />"4 <br />0 <br />r.0 <br />0 <br />r <br />0 <br />sp 0 <br />03 rvi <br />0 ° <br />C)rn <br />I <br />X 0 <br />