Laserfiche WebLink
r1 <br />PROPOSED 30" ST/L (FUTURE) u <br />▪ (BY OTHERS) ,'' • <br />STMH <br />r <br />LOT 1 <br />,1 <br />BASIN <br />A <br />B <br />E <br />�s <br />H <br />PROPOSED 30" ST/L (FUTURE) <br />(BY OTHERS) <br />EOA <br />5332.3.3 <br />ri <br />STMH <br />RIM=533250 <br />INV. IN=5327.90 <br />INV. OUT=5327.80 <br />TOC <br />332.45 <br />• <br />TO\ <br />5332.20 <br />5332.0 <br />TOC <br />5331.10 <br />• •err • <br />J <br />• <br />EVA. <br />5331.00 <br />DUMPSTER <br />ENCLOSURE <br />CATCH <br />CURB <br />S-4 <br />TYPE 13 INLET <br />GRATE ELEV.= <br />5331.40 <br />INV. IN=5327.55 <br />INV. OUT=5327.45 <br />® 0.46% <br />TOC <br />33.30 <br />5334.00 <br />lUL , <br />5333.6C <br />TOC '. <br />5331.90 <br />• <br />LOT 13 <br />TOC\ <br />5332.70\ <br />1 <br />PIPE INV.= <br />5328.20 <br />LIMIT OF WATER <br />SURFACE ELEVATION <br />5330.00 <br />LOT 12 <br />85,100 s. f. <br />- • a • - • - • some • - • some • M • 111•111110 <br />-11 <br />S-3 <br />-- TYPE._ 1,3 INLET <br />7.31 GRATE EL"V. a" <br />5332.60 <br />!NV. IN=5326.45 <br />INV. OUT=5326.35 <br />5333.60 <br />.TOC ton; <br />1 <br />SIAM <br />RIM=5330.80 <br />INV. IN=5326.95 <br />INV. OUT=5326.85 <br />i <br />i <br />• <br />3.70 I <br />1 <br />BASIN RUNOFF SUMMARY <br />TOTAL AREA INTENSITY (/N/HR) PEAK FLOW (CFS) <br />(AC) /2 /100 02 Q100 <br />L. <br />STMH 45' RAILROAD AND <br />DRAINAGE EASEMENT <br />111111110I • 1 • 1 111111110 111 Al.i owl ▪ r 1111 <br />1.36 <br />1.33 <br />0.45 <br />0.33 <br />0.48 <br />0.37 <br />0.42 <br />0.68 <br />EDGE OF ASPHAL T -" <br />• • - 5331.5 <br />5330 <br />3.00 <br />2.95 <br />3.30 <br />3.60 <br />3.60 <br />3.60 <br />3.60 <br />3.60 <br />1 <br />• <br />8.70 <br />8.70 <br />9.25 <br />9.50 <br />9.50 <br />9.50 <br />9.50 <br />9.50 <br />11 •' , • <br />3t <br />BOTTOM OF TRENCH <br />ELEV. = 5329.30 <br />TRENCH GRATE <br />ELEV =3329.80- <br />• <br />1 <br />• <br />EVA <br />5332,35 <br />ASPHALT PAVEMENT <br />j3, <br />I <br />i <br />tnIt <br />(Ni <br />• <br />EOA <br />3E 5331.00 <br />3.06 <br />2.94 <br />1.11 <br />0.89 <br />1.30 <br />1.00 <br />1.13 <br />1.84 <br />LOT2 <br />10.06 <br />9.84 <br />3.54 <br />2.66 <br />3.88 <br />2.99 <br />3.40 <br />5.49 <br />PROPOSED 30" ST/L <br />(BY OTHERS) <br />rk <br />5332 <br />CONCRETE LOADING DOCK <br />522.00 L.F. <br />N <br />BUILDING FINISHED FO NDA <br />-.-. .•-••4111111II.• <br />S-2 <br />1 <br />• <br />• <br />TION <br />ELEV. <br />LOT 11 <br />85,100 s.f. <br />5333 <br />ONCRETE TRENCH <br />NEENAH R -4999 -DX BOLTE4D <br />TRANSVERSE DRAINAGE STRUCTURE <br />OR R-4995-8 SERIES TYPE M <br />TRENCH FRAME 1417H GRATED COVER <br />5334.00 <br />-.-.• <br />• <br />1 <br />TYPE 13 INLET • <br />RELEASE STRUCTURE <br />WITH RESTRICTOR PLAT <br />GRATE ELEV. =5332.60 <br />INV. IN=5325.80 • <br />INV. OUT=5 <br />(SEE DETAI4 AT RIGHT <br />roc roe <br />X x <br />TOC <br />S-5 <br />TYPE 13 INLET <br />GRATE ELEV.= <br />5332.60 <br />INV. 1N=5326.45 <br />,, v 1: OUT=5326.35 <br />-• •-• <br />( <br />STMH <br />5334 <br />t+Ya misimur <br />N <br />GIMES • = • - •` <br />• <br />• <br />LOT3 <br />rr <br />EL <br />PROPOSED\ 30" ST/L (BY OTHERS) \ <br />411111••••• 1111111111.110.1P <br />5330.00 <br />•-• <br />• <br />• <br />• <br />503.70 13.7 <br />LOT 10\ <br />85,100 s.f.\ <br />S-6, <br />TYPE ,,,13 INLET <br />GRATE \ELEV.= <br />5332.60 <br />INV. IN=5.327.10 <br />EOA <br />3( 5331.00 <br />DUMPSTER <br />'ENCLOSURE <br />kt <br />PIPE INV.= <br />5328.80 r <br />5332.5-0 <br />OCy TOC <br />333,30 5333 .2.0 <br />STMH <br />INV. IN=5328.55 <br />INV. OUT=5328.45 <br />TYPE 13 -„INLET <br />GRATE ELE*= <br />5332.40 <br />INV. OUT=5328.10"-- <br />BEGIN TRICKLE CHANNEL-. <br />GRATED SAM <br />GRATE ELEV.= <br />5333.20 <br />cr- <br />TOC <br />XTOC <br />TUC <br />53133.20 <br />1 <br />12 N <br />1)3 <br />11 <br />cr <br />\. -451 <br />(31 <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />STMH <br />3 <br />RAILROAD AND <br />11 <br />LOT ION \ <br />TOC <br />5331.20 <br />CURB <br />a 732- <br />140.00 L.F. 15" RCP <br />• <br />0.4 33 00 <br />TOC <br />333. 0 <br />5333.10 <br />TO <br />53413.9 <br />TOC <br />5333. 70 <br />53,30 <br />• <br />1 <br />1., 10-1/111210-111/mmili • 11/M010.-• <br />5332 <br />533 00 <br />TRICKLE CHANNEL <br />5333.00 <br />5' 'DETACHED- WALK - <br />5330 <br />. 5331 <br />TOC <br />sin <br />'CATCH CURB <br />TOC <br />532)3.70 <br />DETACHED WALK <br />AINAGE, UTILITY & <br />PEDESTRMN ACCESS <br />TOC <br />5327.84 <br />EX. CURBCUT <br />S-1 <br />EXISTING 10' TYPE 'R' INLET <br />FL IN = 5328.44 <br />INV = 5325.04 <br />INV. OUT 5324.84 <br />EX. CURBCUT <br />OPM/10 .1“11111•• 4111141, <br />TAYLOR AVENUE <br />ti <br />Lbt 16 <br />FL <br />5330.30 <br />44' FL -FL <br />LOT 15 <br />pLodK 6 <br />EX. CURBCUT <br />5331.60 <br />5137.80 <br />FL <br />5332.10 <br />41 <br />30 <br />7 -ASPHALT <br />4" THICK <br />311. <br />TRICKLE CHANNEL <br />LEGEND <br />0 <br />Swale Flowline <br />Existing Contour <br />Proposed Contours <br />Flow Arrow <br />Proposed Storm <br />Drainage Line <br />Existing Storm <br />Drainage Line <br />Basin Boundary <br />Basin Designation <br />NOTE: ALL PROPOSED CURB AND GUTTER IS SPILL UNLESS <br />OTHERWSE NOTED. <br />GRAPHIC SCALE <br />0 15 30 <br />ASPHALT <br />60 120 <br />GRATE ELEV.=5332.60 <br />4 BOLTS <br />24" x <br />RESTRICTOR PLATE 1. <br />1/4" THICK STEEL <br />( IN FEET ) <br />1 inch = 30 ft. <br />15" RCP <br />4 <br />15" RCP 0 1.06X <br />RELEASE STRUCTURE <br />N. TS. <br />NOTE: <br />SEE TYPE 13 INLET DETAIL TO BE PROVIDED <br />144TH CONSTRUCTION PLANS. <br />Colorado Technological Center <br />LOTS 10, 11, AND 12, BLOCK 8 <br />P.U.D. <br />DRAINAGE PLAN <br />DESIGN JJ <br />DRAWN MJL <br />FILE NAME 421PUDMC <br />HURST & ASSOCIATES, INC <br />APPROVED JJ JOB NO. 22421 <br />CONSULTING ENGINEERS <br />Boulder, Color4a7dtho areett, (A309) 449-9105 <br />0 <br />3'if-SIH1 NO tNIBd-d0-3903 NOIUSOd <br />3 N I1- SIH1-N0-NHNd-10-3903- NO111SOd- <br />----POSI1ION EDGE Of-PRINI ON THIS LINE <br />dVSLO d38111I1N A8 d30803d <br />8VSLO d38001N AB 830803E1 <br />dVSLO 8381,4f1N A8 830803d <br />NOI1Vd0d800 MOH Ntfld <br />VINd0d11V0 '3NIAdI <br />NOIiVdOd1:100 010H NVId <br />VINtiOdIlVO '3NIAd1 <br />d28Wf1N JNIMdd❑ <br />d381Nf1N JNIMVUC <br />1:1381V1N JNIMda❑ <br />