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// <br />OUTLOT "C" <br />• <br />• <br />// <br />// <br />// <br />// <br />// <br />Q <br />kkiJ <br />// <br />30' GOODHUE DITCH <br />EASEMENT <br />'30 00' <br />EXIS77NG DIVERSION <br />STRUCTURE \\ <br />ON�RETE <br />CHANNEL <br />LOUISVILLE NORTH <br />FIRST FILING <br />EXISTING 147.61 L.F. 48" CMP 0 6.04% <br />5424 <br />INSTALL 8' DIA. STMH INTO <br />EXIS77NG 48" CMP <br />11 RIM = 5424.00 <br />INV. IN = 5412.57 <br />INV. OUT (EXIST. INV.) = 5412.37 <br />// <br />// <br />// <br />// <br />// <br />// <br />N. REGAL COURT <br />TRASH RACK <br />(SEE DETAIL THIS SHEET) <br />EAST WALL CONCRETE CHANNEL <br />WEST WALL CONCRETE CHANNEL <br />INVERT CONCRETE CHANNEL <br />\NN <br />TOP OF HEADWALL=5426.50 <br />EXISTING GROUND ® t <br />CHANNEL IN i = 5422.75 <br />7- PROPOSED GROUND <br />1:1 SLOPE <br />INVERT OUT = 5420.50 <br />DATUM ELEV <br />5400.00 <br />0 <br />h <br />0+00 <br />0 <br />0 <br />0+50 <br />11111 1111 III III I 1 11 II 11111 1111 11 1 111111111111 1 1 1111 III 1 III 1111 111111111 11 1•111111111111111111111111111111111 111111 111111 11111111 III 1 MI11111'111 III 1 III 1111111 11111111111111 1111 <br />N <br />0 <br />1-1-00 <br />0 <br />0 <br />O <br />0 <br />1+43.31 <br />VARIES <br />3 <br />3 <br />"1"041*,r1 C 184C",• <br />"rr 1P 6 44� <br />11 11111 11111111 1111111111111111111111NM 1111111111111111111,1111111111111111iIi111111 <br />1 1/4" PIPE <br />1 <br />VARIES <br />n <br />CHANNEL SEC770N <br />n <br />6" <br />1/2" U -BOLT <br />C <br />9 <br />�- #4 REBAR 0 12" E.W. <br />3" x 6" ANGLE -. <br />(WELDED TO STEEL PLATE) <br />n <br />-4' • X-1/4" STEEL PLATE <br />8" CONCRETE <br />5/8" x 6" BOLT W/ NUT <br />REINFORCEMENT <br />NOT SHOWN <br />TRASH RACK CONNEC710N DETAIL. <br />r' <br />6.5' <br />48" CMP <br />J J L L J J <br />W <br />INV. OUT 1. 5403.45DEPTH OF BEDDING BELO <br />D d<MIN.)PIPET <br />27' L LLER 3' <br />3Q' to 6Q' 4' <br />66' a LARSMAGER 6' <br />2. GRANULAR BEDDING SHALL BE PLACED FROM THE TRENCH BOTTOM TO <br />THE HORIZONTAL CENTERLINE OF THE PIPE. <br />3. SELECT BACKFILL FROM THE CENTERLINE TO 12' ABOVE THE PIPE <br />SHALL BE PLACED IN 6' LIFTS AND HAND COMPACTED TO 957. <br />• <br />GRANULAR <br />BEDDING <br />MATERIAL <br />NOTES. <br />12' <br />SELECT BACKFILL 95Z <br />• I <br />• <br />STORM SEWER <br />GRANULAR BEDDING SECTION <br />8.67' <br />INV. = 5420.50 <br />HEADWALL DETAIL <br />r s• <br />7'4" <br />8" CONCRETE WITH <br />#4 REBAR ® 12" E.W. <br />77E REBAR INTO CHANNEL <br />SEC170N. <br />i <br />4 - 1/2" U -BOL TS- I <br />1 1/4" PIPE <br />--�r 8" ..r- <br />1 <br />6" <br />j <br />11 ill mil ill!, <br />2' 4" <br />7' 6" <br />7 4" <br />APPROVED FLEXIBLE ,- .1 OF BENCH .? la- ABOVE INVERT. <br />CLASS A OR 3 <br />• <br />.1BASE MAY 8E <br />At CONTRACTOR'S <br />05500. <br />PLAN <br />MANHOLE 1.0 <br />SECTION C -C <br />SLAB BASE <br />LEGEND <br />TRASH RACK DETAIL <br />tl <br />sun -ABLE SUSGRAOE <br />48" MN <br />GRAPHIC SCALE <br />20 0 10 20 <br />PER ASTM C <br />MATERIAL <br />SECTION D-0 <br />TYPICAL <br />TIE BAR <br />INVERT ELEV <br />• <br />SECTION E -E <br />PRECAST <br />SLAB BASE <br />HALL FIT THE :C,NOIT:ONS AND LOCATIONS FOR WHICH <br />THEY ARE ,NTENCE: mr.our ANY FIELD MOOF.CATONS. <br />WHICH REDUIRES F.ELO CUTTING OR NI:OF:CATION ORDER TO Fit NE Loc.AeoNs <br />NE. CONTRACTOR At NO COST '0 THE DiVIS.00 <br />*RECAST 0405015 SASES SHALL SE 3E00E0 00 AN APPROVED GRANULAR SEDOING <br />MATER'AL AS S,,OwN 46005 <br />7RASH RACK <br />(SEE DETAIL) <br />48" CMP <br />555,2,450 •15 <br />40 <br />• <br />80 <br />( IN FEET ) <br />1 inch = 20 ft. <br />REviSONS <br />-17.i , .7—, _ ; .- <br />FLAT TOP SECTION DETAIL: <br />SHALL SE CRAY OP, DUCT,Lr: CAST <br />RON :CNORMING TO 712 )6 <br />SECTION A -A <br />MANHOLE RING AND COVER <br />1:4075 1008C0:5°::010:3R '0055''Cr25M05505 <br />MANHOLE RNC AND COVER <br />PRECAST FLAT 705 <br />mAX <br />PRECAST P_AT <br />MANHOLE SLAB BASE <br />NOTE: <br />CONCRETE TO BE CLASS 1 AS <br />SPECIFIED IN LOUISVILLE DESIGN <br />AND CONSTRUCTION STANDARDS <br />COLORADO <br />DEPARTMENT OF TRANSPORTATION <br />MANHOLES <br />ISSUED BY ;STANDARD PLAN NO. <br />STAFF DESIGN BRANCH, <br />ASPEN GREENS PUD <br />GOODHUE DITCH IMPROVEMENTS <br />SCALE <br />DESIGN CPS <br />DRAWN CPS <br />APPROVED JJ <br />HURST & ASSOCIATES, INC <br />CONSULTING ENGINEERS <br />Boulder, Colorado f30301 (303) 449-9105 <br />Joe No. 202027 DATE 2 /2.1/95 SI-IFFT 6 of r, <br />