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',,- '" , ~ \\ ( "~ 1- >\ '('.,>., ~ \ \ ~..+ I "- ~.r \ \ \ '\ '\ '\ , " '\ \ \ \ \ \ \ \ \ \ \ \ \ \\ ~~\ '\\ \ \\\ \ \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " " '\ '\ , I \ \ \ \ \ , , , "'s, 00, I \ \ \ , '\ '\ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ " "'^ , , I , I I I \\ \ \ \ \\ \ ( / I ci ..."J' / / ,.. / / "" / / / ~+ /--"" 7-"''' \ \ \ \ \ \ \ \ o 50 100 ~,;.. \ , \ \ APP~XIMATE LOCANONS OF EXISTING FINGER \ \ \ \\ \ \\\ \ SCALE IN FEET 4525 \ \ \ \ \ \ , CLEANOUT STA 15+00 LT (DAM STA ) CAP Eli 451'4-4 /iV, eUTEL: 4505.5 " -.. , ---- .~ .~ .~ co ei e~ .1 a. .~ o .~ ... .~ . . 4500 4495 4520 4515 4510 4505 /' .-' " ,~ \ \ I I \ I I \ I \ I I I I I I ... _n \ \ \ \ \ \ \ ,. 't ,0, ., REMOVE AND REPLACE EXISTING CULVERT WITH 25' LONG, TWIN 24" HOPE DOUBLE WALL GASKETED PIPE WITH MANUFACTURED FLARED END SECTION SET II>> 1" SLOPE, INV, UPSTREAM TO BE SET AT 4491,20, INV. DOWNSTREAM SET AT 4490,95. MINIMUM PIPE COVER IS 15" CLEAN COMPACT FILL (.;) , I I \ \ \ \ \ \ \ I I I I I ( I A 4540 RIM EL: 4510.5 EX. DAM CL APPROXIMATE DAM INV IN EL: 4502.3 EL: 4526.5:1: NHWL: 4519.6 INV. OUTEL: 4502.1 _...-.....,."...-oK----_ GAGE HT EL: 30.0 4520 EMBANKMENT TOE\":OTTOM EL: 4501.1......... '\. ''"''':'~' -". _"...1, '.' _", _". :"SUMP MANHOLE EX. CREST -----______~ _ ---X. .. - .,. ----11::' ROAD -------- 4500 \~~O~~~EL DURING 6" OR S' DIA. SOLID GROWING SEASON PVC PIPE C 0.75% 4500 A' 4540 4520 4480 0+00 3+00 4480 3+50 0+50 1+00 1 +50 2+00 2+50 MCINTYRE DIKE CROSS SECTION @ 88 4540B B:540 MH 2A EX. DAM CL RIM EL: 4503.5, .. . EL: 4225.5:i: NHWL: 4519.6 APPROXIMATE ,DAM INV IN EL: 4496.1 ' ,.........---~'-----" ... _.,. J.GAG~HT E,=-30:~ EMBANKMENT TOE INV. OUTEL: 4495.8 ......... \EX. CREST ..-::.______ ~OM EL: 4494.!l..... ROAD ----_____'-___ _____--- . --rr-::-SUMP MANHOLE --- CHANNEL FLOW La.L.....8.. OIA SOLID LEVEL DURING . '. GROWING SEASON PVC ,PIPE C ,1" 0+50 1 +00 1 +50 2+00 2+50 MCINTYRE DIKr CROSS SECTION (J;) 4500 4520 4520 4500 4480 0+00 3+00 4480 3+50 I ( I I I / I I , ..... Ul a (" ... Ul o o I I I I I " 4520 " 'APPROXIMATE LEVEL OF I STANDING WATER DURING ~, 4500 I~ROWING SEASON 4491.6:1: ..... Ul 9 4480 FlARED END SECTION 0+00 INV. OUTEL: 4492.0 @ PARSHALL FLUME MEASURING BOX \ C ) 88 I ( .4540C C:540 EX. DAM CL RIM EL: 4503.5:, ,EL: 4225.7:i: NHWL: 4519.6 APPROXIMATE DAM INV IN EL: 4497.0 .......,..-...~------___ _ GAGE HTEL: 30.0 EMBANKMENT TOE INV. OUTEL: 4496.8 .......... \~ -::::.:.....:..:-" .. . - . . . - . . . " 'BOTTOM EL: 44~:::i!...."'''' , ~;A~REST -----------_ - - - -, ~... - - ~ - - - -rF-'"SUMF' ..MANHOLE - \ CHANNEL FLOW ~8"OJA. SOLID LEVEL DlIRING PVC PIPE C '1" 4520 4500 3+00 4480 3+50 0+50 1 +50 2+00 2+50 MCINTYRE DIKE CROSS SECTION fC\ o 15 30 W " \ \ I .:: SCAlE IN FEET > l--. I ,. ,~' ,~~9~Z. & VERT.) " I I - - - - -=- -=- ----....,. \, ., ,,'~,. II ./1 _~""\.- . .,1 ..... ,............ .l.!........ _ ~ _ ~ "" " I RT 6+00 RT 7+..co..RT 8+00 RT 9+P6 ,Rl'o....., ) , ,.; . --- v "', C1-V _8" PV~~I~E C()" (S62'~)'44"W) (J C~.?~>/ '::':':-_:-.:""t,'J MH 2B' b;.i ,,.1 ,\.. ~ _,.., _ - . - - -"'t.) ..,-,.... - m- - - - T::.r" - - lJj ._ .~_ S _'_I'::-~""". .....-.- -... .. ...... --... ,....... oS. ~ " ,I -- -~ /~:;;;/' ---------------- -- ----~4- ~.- r \ - ---'- -- ':l~ _- .:.-' .---C~P~ATE NHWL 4519.6 - -45 7 O~ - _ _ __ GAGE EL: 30 - - - - - - - ~"-=- - ~~~~~~~tJ.f ~~~'~g g~ TOE DRAIN PLAN VIEW. - - - - - _ '" OBSERVATIONS '\ 4505 4505 tJiJ MH 1 B STA 1+00 8 9 (DAM STA ) RIM EL: 4500.7 INV IN EAST & WEST EL: INV. OUTEL: 4492.5 BOTTOM EL: 4491.5 4502 4502 ------- / I I ! I I I I I 4499 4499 4496 4490 4496 : MH'2A , STA HOO il.T (DAM STA) RIM EL:' 4503.5 .INV,IN.R: 44~6.1 INV. OUTEL: 4495.9 BOTTOM EL: 4494.9. 4525 4493 MH 4A MH 3A STA 11-+-00 LT STA 7+00 LT (DAM STA (DAM STA ) .' RIM EL: 4512:0 RIM EL: 4510.5 INV;iN EL: 4499.3 . INV IN EL: 4502.5INV.QUTEL: 44.99.1 INV. OUTEL: 4502.3 : BOT1;OM EL: 4498.1 BO"!}"PM.. ..:.45011__....---,____.;..---- --"',_ -,..----'" --, . ......, '... '\- , MH 2B . STA 5+00 RT (DAMSTA ) RIM EL:: 4503.5 INVINEl: 4497.1 INV. OUTEL: 4496.9 BOTTOM EL: 4495.9 4493 MH 1 ! 'STAl +00 (DAM STA ') RIM EL:' 4500.7 INV IN EAST & WEST, EL:+492.9 INV. OUTEL: 4492.5 BOTTOM EL: 4491.5. CLEANOUT STA. 9+00 RT (DAM STA) 4520 CAP EL: 4512.4 INV. OUTEL: 4501.14515 4490 .... .... .....-./.: .. ..4510 ......- .... .......- ...- 4487 4505 :-/- - 4487 1+20 " ,..-- ---.....-/ 0+00 0+30 0+60 0+90 14+00 LT 12+00 LT 10+00 LT 8+00 LT 4500 TOE DRAIN OUTFALL PIPING (HORZ.) 0 15 30 (VERT.) 0 1.5 3 SCALE IN FEET 4495 6+00 LT 300:1: OF 8" PVG: PIPE , @ 1.0" 4+00 LT 2+00 LT 1 +00 CI SEO FILE NO 8 . 400:1:.01"8" pvc PIP .@-1.0". 2+00 RT 4+00 RT 400:1::01"6" PVC PIPE @, 1,0" 6+00 RT 8+00 RT 4490 Tor DRAIN PROFILE <(HORZ.) 0 50 100 (VERT.) 0 5 10 SCALE IN FEET NO REVISIONS OESCRIPTlON OATE BY I DRAFT I