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C:\WORKING\final drainage 9498.dwg <br />/ <br />\ r <br />\\ \ ( - <br />\ <br />\ \\\ \ �`------- 5346 --- <br />\ \ _ <br />5345 - <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />MH <br />A <br />B <br />C <br />D <br />•r <br />/ <br />/ <br />/ <br />/ <br />1 <br />`/.' / <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />11 <br />Its <br />1 \\\ TRASH <br />ENCL <br />* 40.5 <br />1 HIGH PT <br />1 <br />0 <br />M <br />L() <br />' S83°38'10"W <br />- <br />\\`10.0' SIDE BLDG. SET -BACK <br />/ <br />0 <br />j I <br />► <br />I / <br />-/ <br />� �,/ <br />5344 - - _____---- <br />` <br />43 <br />_53/ <br />/ <br />/ <br />/ <br />• <br />1 <br />M <br />Lo <br />-------------- <br />LOT 9 <br />LANDSCAPE AREA <br />- <br />PNALT DRIB AND PARKING/ <br />AS <br />/ <br />/ <br />/ <br />/ <br />41 <br />/I <br />/1 <br />► <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />I <br />I I <br />1 I <br />I I <br />i---.4.----' / <br />/ / <br />/ / / <br />/ / / <br />/ / / <br />/ / <br />/ / / <br />/ / / <br />/ / / <br />/ / / <br />/ / <br />,/ / _! <br />/ i <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />6" CONC. SPIILVCURB (TYP), <br />SEE DETAIL <br />0 <br />1 <br />UI <br />W <br />W <br />CO <br />NOTE: ALL CURB IS SPILL CURB <br />1 UNLESS NOTED OTHERWISE <br />1 <br />X. <br />♦ <br />��JPJJ o <br />5339.80 `\ <br />TO.F _ <br />NEW 50 SID <br />ALK <br />/ <br />1 <br />• <br />• <br />\ <br />• <br />BUlLaNG <br />4.0' LANDSCAPE <br />/ <br />/ <br />yoDSCAPE <br />1.7% <br />ONC. CATCH CURB, <br />SEE DETAIL <br />\ <br />♦ \\ +35.0 <br />ST ST \♦� ST ST tS� ice`\ <br />T j*ST -_- 5555- ST LAND��G AREA +3�.0 _ <br />=s. _- S:S O__---- _ 5.5.�y----------- <br />------ <br />555 — s— - -- — — - 5a -- - 53-3711=1-_—_ = 533 _ 5335 5334 -__ _ c, 33 --- -- <br />-- - - - --_ - CONE: -WATER REIF"taT+Otd-W INSALL OVERFLOW SPILLWAY. <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />• <br />/ <br />IN <br />(CITY OF <br />5334 <br />ANDSCAPEST / `gt 2%� • ST <br />• <br />( <br />n <br />tO <br />, LANDSCAPE <br />w <br />bench <br />U1 /\. <br />• <br />I l0 0 `.trl <br />y_ I Ln r. <br />Imo: I O • �► \�� <br />1�1 O °'- <br />'.\ D 73 < \ <br />,,, \ rhl 1`' \ <br />\� -1 I \ <br />I_\\\ — O I \\ <br />ri \\ (0 z <br />0 <br />6) <br />rxi <br />z <br />LANDSCAPE <br />1 INSTALL 2' NOTCH <br />I IN CATCH CURB <br />FLOWLINE=5335.7 <br />TALL RELEASE STRUCTURE <br />OUISVILLE TYPE/2'OUTLET) <br />INV„'OUT=5332.5 <br />/ <br />\ <br />YKU►'UStU UE IL N t1ON IKEA <br />T ST <br />ST 1 <br />(D <br />0 <br />55_5 -------------5555- __---�� FR -R.0 -AD ANt6-D-R-KIN .GE -EA M.€�J-T -CP tAT.� - <br />- --- ____ ---------------- - _ 0 OFWALL L (TYP.) <br />-5555-' - - -TOP ELEV.=5337.0 TYP. ELIMINATE TWO 4" CAPS, <br />__________ ______________________________GROUT TOP BLOCK UNITS <br />.7- <br />55------ <br />11100111111111110 <br />a,: <br />2% <br />533371 <br />•\ <br />1 <br />_L —W <br />• <br />1 >-RELOCATED CON RETE l. TILITY <br />• •/ I <br />1 i <br />• ,, >. <br />' ///s <br />i/ � l i\ \� ``y <br />--rt O11TL�T INTI_ --1--' // \\ <br />-7' \ \\ <br />--'TNV. = 5331.8 f / �� `\ <br />-------- <br />A/- <br />__6,1�a11� <br />1 <br />1 <br />-5555-- <br />- N89°47'13"W 5555-, 112.17 <br />-5555-- 1�1111111�1111111111401111/1!� <br />/11 <br />II <br />1_I !,I! ■ "rll�;i'i�l■ill■r ▪ ..' . _ <br />1ii1/1/11111111■1■1■1:II21ICI■�I■SMISC m _ _5555-5555-- ___ <br />--- _ __--5555-- -----------5555-- — ________/------_- <br />_=J <br />B2 I El Ilk' -I <br />•1.1 1 --------------------------- <br />---------------- <br />----------------------------- -----_------------ __ 5336__ - --- ----- 5335 -5555__ ---- 5334 ----- _33__,------------5555-_ 1 <br />' _ 3 ____ _ __________�-+-----------------555555 ______--5337______------______--- -----5555-- _ —__ - 5555- <br />--------- - 5339 -_--_ _ - ------------5555-- _, --- 5338 5555 -T `\\♦I\ <br />5555- ___- 5340 5555 - r 1 22.5 RAILROAD AND DRAINAGE EASEMENT (PLAT) <br />--- 5555 /1 <br />__-- 5341 ,, - ,--5555-- 555--5555-- % I <br />1 <br />_ -- 1 ------------------------------------------- <br />\-__ <br />- 55555555-5555-------- _ - -j <br />.-- <br />' <br />-------- <br />-_------- <br />• <br />MANHOLE SCHEDULE <br />RIM ELEV. <br />5340.55' <br />5333.98' <br />5333.77' <br />5333.98' <br />INV IN INV. OUT <br />(E)5335.35' (w)5335.33' <br />BOTTOM OF BOX 5331.13' <br />NONE 1 (5)5325.90' <br />BOTTOM OF BOX 5329.68' <br />► <br />DETENTION POND DATA <br />YEAR RELEASE DETENTION WATER SURF. <br />RATE VOLUME ELEVATION <br />10 0.24 CFS 3208 c.f. 5333.75 <br />100 0.9 CFS 7187 c.f. 5335.5 <br />LOT 11 <br />#4 REBAR <br />WELDED (TYP) <br />r- 6„ _ <br />SIDE VIEW <br />6" <br />WASHER FOR 1/2"x2" ANCHOR <br />WELDED TO REBAR. <br />2 NOTE: BOLT RACK TO RELEASE <br />STRUCTURE OVER ORIFICE PLATE. <br />TOP VIEW <br />TRASH RACK <br />NO SCALE <br />ST <br />ten <br />cn <br />Le <br />EXISTING SITE INFORMATION PROVIDED BK <br />ASPHALT PARKING AREA -N <br />TOP OF WALL = 5337.0 mix_ <br />v 100 YR. WATER SURFACE=5336.7 (OVERFLOW WEIR) <br />GRATE= 5335.2 <br />v 10 YR. WATER SURFACE <br />3.93" DIA. ORIFICE <br />2.27" DIA. ORIFIC <br />TRASH RACK <br />(SEE DETAIL) <br />1 <br />• <br />• <br />3 <br />Flatirons <br />Surveying, Inc. <br />5717 ARAPAHOE ROAD <br />BOULDER, CO 80303 <br />PHONE: (303) 443-7001 <br />FAX: (303) 443-9830 <br />www. flatsurv.com <br />12' [471/21 <br />SPILL CURB <br />CATCH CURB <br />NOTE: ALL CURB IS SPILL CURB <br />UNLESS NOTED OTHERWISE. <br />N.T.S. <br />DETENTION POND SECTION, TYPICAL <br />DETENTION POND AREA <br />12" MAX. EXPOSURE <br />KEYSTONE BLOCK WALL <br />COLOR TO APPROX. MATCH <br />BUILDING CMU COLOR <br />24" MAX. <br />IN V.=5332.0 <br />5332.5 <br />TYPE 2 OUTLET <br />NO SCALE <br />18" RCP <br />TO E ST. STORM <br />NOTE: STEEL REINFORCING TO BE <br />DETENTION WALL DETAILS <br />FOR SEGMENTED BLOCK WALL <br />STANDARD UNIT <br />Scale: 1" = 20' <br />4" CAP UNIT <br />8" CMU WALL, COLOR TO <br />APPROX. MATCH BLDG. <br />DESIGN T.B.D. <br />0 10 20 40 <br />Contour Interval: 1 foot <br />UNIT FACE <br />KEYSTONE STANDARD UNIT <br />ISOMETRIC <br />N.T.S. <br />4"i <br />COLORADO TECI-NOLOGICAL CENTER <br />LOT 10, BLOCK 2 <br />CIVIL ENGINEERING AND DESIGN <br />(970) 495-0396 <br />1635 BLUE SPRUCE DR. # 110, FT. COLLINS, CO. 80524 <br />SCALE 1"=20' <br />DESIGNED BY: DB, SRS <br />PROJECT NO: C110 <br />DATE: SEPTEMBER 28, 1998 <br />PUD DRAINAGE PLAN <br />SHEET 2 OF 3 <br />POSITION EDGE OF PRINT -OWN -THS tlni <br />ElVgL0 d3BWf1N AB 8304038 <br />-�kf1 1+O 1N$M& 02 <br />dVSLO 83B1/4f1N AB 830803E1 <br />UVQL0 d38Wf1N A8 d3Od03t! <br />8 <br />0 <br />VINdOIl1V3 '3Nlndl • <br />0 <br />0 <br />VINdOillVO '3NIA81 <br />I B8Wf1N ONIMVUO <br />838RA1f1N ONIMVdO <br />Z 313018 `OG 101 313 <br />