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<br />46" <br />~--_.__._----~_. <br /> <br />1'-0" <br />r-~ <br />-- HEADWALL <br /> <br /> <br />A <br /> <br />6" <br /> <br /> <br />------....()- -_.._~..._-- <br /> <br />\ <br />.~ . \ ~ <br /><t \ <br />, <br />\ <br /> <br />--- FLAP GA TE <br />WATERMAN MODEL F-25 <br /> <br /> <br />36"~ RCP " <br /> <br />MOl'll F - 25 <br /> <br /> <br />3/4"~ EMBEDDED <br />ANCHOR BOLTS WITH <br />A 2Y4" MIN. PROJECTION <br /> <br />A <br /> <br />A-A <br />NOT TO SCALE <br /> <br />DRAINAGE FLAP GATE DETAIL <br />NOT TO SCALE <br /> <br />:? <br />-c> <br />l.J <br /> <br /> 00 W <br /> qtO ~ <br /> . <br /> . Db " <br /> LEVEE Q <br /> ~ 00 r :5 <br /> tOtO <br /> W H " .!:::: ,..-... <br /> ....J :>=e 0G:: <br /> z z- / \. 3: <D_ 5015 <br />5015 _0:: NO:: <br /> V ....J 25> <br /> <( <br /> ~'1t'g <br /> .L5 .w <br /> /_ _ " ...J --- -- -... >- <br /> 1--- 1'" I ZLL <br />5010 -......... 15010 <br /> , <br /> \ , <br /> EXISTING ~ROUND I~ <br /> ~<<t0. <br />5005 '~""- 5005 <br /> --.. <br /> 1-_ <br />5000 5000 <br /> L SEE FLAP GATE <br /> DETAIL THI :> <br /> 80 LF 36" RCP SHEET <br /> CL III ~O.50% <br /> EV, INS u 11 EET IN I71ERCEP roOR SCALE:,"=20' HORZ. <br /> , '''=5' VERT, <br /> <br />1""-) <br />", <br />i <br />cD <br />U <br />I <br /> <br />80 <br /> <br />100 <br /> <br />120 <br /> <br />20 <br /> <br />40 <br /> <br />60 <br /> <br />20 <br /> <br />o <br /> <br />co <br />0; <br />u <br /> <br />.- <br />U) <br />J) <br /> <br />I <br />r'-) <br />C"j <br />r <br /> <br />w~c ~NGIN~~~ING, INC. <br /> <br />1660 SOUTH ALBION STREET <br />SUITE 500 <br />DENVER. COLORADO 80222 <br />PHONE NO: (303) 757-8513 <br />FAX NO: (303) 758-3208 <br /> <br />DESIGNED DPK <br />DRAWN EJ!A <br />CHECKED <br />REVISED <br />AS-BUlL T <br /> <br />TYPICAL D <br />TOP-VIEW 1 " <br />Ii ___ t <br /> <br />f-- 78" <br /> <br />17' 26) 1r <br /> <br />I <br /> <br /> <br />.:==r <br />.~ <br /> <br />0, <br /> <br />eN <br />q <br /> <br />Iq <br />~---~ <br /> <br />HEADWALL FOR THICK-WALL ROUND PIPE <br />N.T.S. <br /> <br />2'1 I ~ <br />~i <br />~t~- I <br /> <br />,. ~ 3'-6" <br />""I rrl <br />~ -r '~r.=.J,"'-. <br /> <br />""'- -- ._- -- <br /> <br />( \ <br />\ ) <br /> <br />I <br /> <br />, , <br />! \ <br />\ ) <br /> <br />, <br /> <br />/ <br /> <br />-- ---... ---- <br /> <br />I ,_ ~ 1 <br />I I <br />I <br />I <br /> <br />==4' <br /> <br />STEP <br /> <br />0- <br /> <br />, . <br />~ <br />I I <br />'s N i<l <br />0[) <br />I <br /> <br />FECESS FOR (,RATE <br /> <br />. <br /><.D <br /> <br />PLAN <br /> <br />3' -;;-=-_ <br /> <br />_ SEE DETAIL '4' <br />/ THIS SHEET <br /> <br />+--+ <br />H <br /> <br /> <br /> <br />REF. PLAN FOR <br />RIM ELEVATION <br /> <br />(1. CCR J <br /> <br /> <br />w, <br />0"1 <br /><( <br />> <br /> <br />I <br />I <br />..J <br /> <br />, <br /><.D <br /> <br />REF, PLAN FOR <br />_L"!Y~.lJEV~TlQN <br /> <br />I 'i1 ;::::: -..-1 " <br /> <br />~ --ELEVATION <br /> <br />DATE 07..1 -93 <br />DATE 07-1 -93 <br />DATE <br />DATE <br />DATE <br /> <br />TOWN OF ERIE <br />COLORADO WATER <br />CONSERVATION BOARD <br /> <br /> <br />WASHER <br /> <br />''liB CLR. <br /> <br /> <br />HEAOWUl rOR SINGLE PIPE <br /> <br />I' 78" <br />2" CLR. ALL AROUND (TYP) <br /> <br />-.o~---L- <br />8" <br /> <br /> <br />3" CLR, <br /> <br />TYPICAL BAR LAYOUT <br />FOR CONCRETE HEAD WALLS <br />N,T.S. <br /> <br />___2=--~ <br /> <br />3~l <br /> <br />,v. <br /> <br />, <br />~ <br />... <br /> <br /> <br />. <br />n <br /> <br />," OFFSET <br /> <br />I <br /> <br />~"x8" SOL T <br /> <br />2":1: 3":1: <br /> <br />INLET WALL <br /> <br />____t~ <br /> <br />DETAIL '4' <br /> <br />TYPE 'C' INLET <br />NOT TO SCALE <br /> <br />6712 <br /> <br />--;"'"r 1<':-- <br />. ~,1 <br /> <br />Yo,. <br /> <br />J <br /> <br />L~~ <br />401 <br /> <br /> <br />(1WO [ACH liE) <br /> <br />1" 1 <br />J< j <br /> <br />I <br />.--402 1. <br /> <br />40Z~ Q <br /> <br />LB~ <br />402 <br /> <br />403 404 601 <br /> <br />'0' rOR; <br />(kiCK-WALL Pipe. <br />= , t + 6-' <br /> <br />BAR BENDING <br />N.T.S. <br /> <br />/~ 3"xV. FLAT <br /> <br />/ <br /> <br />"~ <br />.''''-. <br /> <br />~/14'Ya" <br />/ <br />/ <br /> <br />, <br />" <br />". 4^ <br />'''''1fY:2'' <br />"'-... <br />" <br />:}j,"x 4" GALVANIZED BARS <br />""-.. /\ // <br />'_,_ I /' <br />"~,I \.;/ <br /> <br />) <br /> <br />// <br />/' <br />, /// <br />.:5~ry <br />/ <br /> <br />TYPE 'c' CLOSED <br />MESH CRATE <br />NO SCALE <br /> <br />COAL CREEK <br />FLOOD CONTROL PROJECT <br />PROJECT NO. E-1723-91 <br /> <br />PROJECT NUMOER <br />#1723 <br />DRAWING NUMOER <br />SS1 <br /> <br />ISSUED FOR REVIEW 9/30/93 <br />ISSUED FOR BJD 11/09/93 <br /> <br />STORM SEWER PROFILE <br />& DETAILS <br />