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Home My WebLink AboutDrainage Reports - 10/05/2004' . \, " ,, i\ 'I '! '' 'I " ·I I. ,, i " I ' ' " I I , ; ' ' ' I . I ·I { ; I " '"" I ' I 'i f·• I ; ; ~ " " ' , I I , I '' ~ I i 'i " \ i " ·i . ' I t 'i I l; ; "' ,, ' »I '" \ \~ \ " ,, : 'i \ ,, \ ' ' I ' ' ~, '; ,. ' I' \ \ ' ' ' ,if ' \ . \ 1) \ ''. ' \ ·1 \ :. ' ' I " ' ' ' \ l ' ' \ ; ! I i ' I ' '' ,, : 1.L ,, ~'l ' ' ' I \ ' if 1' I ' ' .I "' I ' ' ' ' '· " ' : " ' ' ' ' ' l ~ \ •,, ; ; ; ; pROPai(b BUILDING FF=""' I ', ' I J 0 0 0 PROPOSED BUILDING FF= 5005.2 ( 0 0 0 o~~-o~~~o~-. --@--·. 05 ' •• 0.08 ·.,,,,.. ' ,,,,. ,,,,. . . \ ! . <, l r-~~--~··--4 . ' ; : ' \ • t i ,•' f I 6" MIN. t / 6.0' MIN. 2' CONC FLOWLINE SLOPE~0.5% (]) SWALE 2 9 CTION 6 {h.lS) d=0.25' PAN t STA 5+02.57 END Of EXISTING ,21 .. STORM SEWER, CONSTRUCT NEW ' STORM SEWER MANHOLE RIM ELEV.~ 5003.30 INV lN• 4996.24 INV OUT= 4996.24 \ \ @' \ \ ' 0.3~ ~?°54BUILDING \ I "'.,. ~~ / STA -29.37 STORM &WER ELE RIM ELEV.=- tNV IN = 4 ~l INV QUT .. 49:..,7\ "''·~ ·\ •,, 6.0' MIN. I .,,,,_,,_,, ,,,,,,: __ :-" t FLOWLINE SLOP E=0.5% LU SWALE 3 SECT10N @ou.-s.l --~, ~--~· ~ ,_, ... -·--·-·---·--.. "' "' (fl r 1 "'V;_ ' ' ' ' ' "" ' "' . I ( - \ \ \ ~\ ' \ .00 I I -I' ER M.*HHOlE 1 P>CIFlC W194 5'x8' ENT (SEE DETAIL} ELEV.= 4997.75 94.23 .. 4994.20 I I I --·- / \ ' \ ,•' \ STA 2'.t. 16.72 STORM SEWER w.NHOLE ,RM D..EV.• 5001.00 1"N IN= f994.81 INV OUT""\ \ \ \ \ \ \ \ "·,~\' v -_ ..... --I \ 40 OR '• •'' / ,_ \ _/' ,, i\ J ! -----~ 0 80 inch 4 0 ft. CALL UTILITI NOTIFICATION CENTER OF COLORADO 1-800-922-1987 1-303-232-1991 1 ~E~~O CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUN D MEMBER UTILI TIES. RUNOFF TABLE DESIGN BASINS AREA C10 Q10 C100 0100 POINT (IC.) (CFS) (CFS) 1 1 0.96 0.79 3.7 0.98 9.4 2 2 1.93 0.81 7.6 1.00 19.2 3 3 0.35 0.52 0.8 0.65 2.1 4 4 0.25 0.61 0.7 0.77 1.9 5 5 1.50 0.28 1.3 0.35 3.4 5 1-5 4.99 0.62 12.2 0.77 33.1 05 05 0.08 0.20 0.1 0.25 0.1 5 1-5,05 5.07 0.61 12 .2 0.76 33.1 6 6 7 7 07 07 7 7,07 8 8 9 9 10 10 11 11 LEGEND: :'1----· <.~ -··· -'~ •,, ---- [J---- 5020 20---- ------- 0.80 0.80 3.1 1.00 8.0 0.17 0.20 0.1 0 .25 0.3 0.42 0.40 0.6 0.50 1.5 0.59 0.34 0.7 0.42 1.8 0.04 0.76 0.1 0.95 0.4 0.30 0.92 1.3 1.00 3.0 0.04 0.39 0.1 0.48 0.2 0.11 0.54 0.3 0.68 0.7 EXISTING" STORM SEWER EXISTING STORt.I SEWER WITH INLET PROPOSED STORt.I SEWER OR CULVERT PROPOSED STORt.I SEWER OR CULVERT WITH INLET EXISTING CONTOUR PROPOSED CONTOUR PROJECT BOUNDARY DESIGN DRAINAGE BASIN BOUNDARY BASIN LABEL AREA IN ACRES DESIGN POINT PROPOSED RIPRAP OUTLET PROTECTION City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: City Engineer Date 120 Feet CHECKED BY: Waler & Wastewater Utility Date CHECKED BY: Slormwoler Utility Dote CHECKED BY: Porks & Recreation Dote CHECKED BY: Traffic Enginee r Dote CHECKED BY: Date Owner: FirstMcinStreet NA 401 Main Sireet Longmont, CO 80501 303-678-41 71 --' Developer: Les P. Mariotti. C.0.0. 401 Main street Longmont, CO 80501 303-678-4171 ~ z c( m 1-w w cc 1- (/J z -c( ~ 1- (/J cc -LI.. z <( ...J a. w CJ <( z -<( cc c z [!I z w .J -· > -a These drtl'Wings-or1t instrumen1s of service p~ by DMW Civil £ng;r,eers, Inc and are nol to be used for any type of construction un....,$ signed and seoled by a Professianol Engineer in the empl~ of OMW Civ-~ Engineers , Inc. Project: FMS: 0311.00 Dote: 09/30/04 Seo le: 1" = 40' Designed By: PJB Reviewed By: J. MILLER 7 Sheet 15 Sheet8 " -0 0 m c .2 m ·;;:: <t), <>'. 0 z