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HomeMy WebLinkAboutC301-EROS. TEMP-Layout1EXISTING VILLAGE OF WEST CLAY, SECTION 10,010 EARTHWORK CONTRACTOR SHALL INSTALL 20'X150' MIN. STONE ACCESS DRIVE PRIOR TO CONSTRUCTION. -908 906 - _ I I 906 - e_ -- RISER 1 0 ' LMT ( , = 9 0 B 1 A - 906 - 309 _ 906 __- - - - - RIS R Lr- 90h 1/ 150 I.F. 1' RCP 00 •0% / S -qn5- l 11 PO'TIIJG kat Ca pay IMM,Inr•10■10h.. 0' R.D.E. R.D.F. 30 R.D.E. EXISTIN5VILLAGE OF WEST CLAY, SECTIO 10,010 60 0 JO 60 \ I I I \ 1 INCH = 60 FT. 1501 WIDE REGULATED DRAIN EASEMENT FOR THE J.W. BRENDEL DRAIN (751 EACH SIDE OF THE TILE) I ' AP B VAR J U ere SE. I 'No a� c— - 6 L F 1Y'-0 - t3 ice- 910. %Vii_ __ _ \`\ \t /' /'r F 35`A.C. P. © 1.08% 25 B.L. 26 u *S.N -t. 20' D.0 &SS.E. NwL \ 9' 2 90.1.66 r 12,. R.C.P 0.1 e 28 LF_ 15 Rc. 0 E9' 30 LF. I' RC .f): ®IJO 1 4 / 15 R L L.F. 1/ R.C.F. 0 b.92/. tg LF 78 L.F. 24 ' RC =. © 1 201 F. 16' RC' 002l/' 1 15 R E. 1- - 90F r SF SF 1 SF 15' R_D.F. - A / 15 . R, D.E SF. • 0 • • • . .6F. "'..... ^.. ....: •. 0000... ♦TEMP. STO♦ CK PILE ........................... ............................. . RISER T.C. -905.6 1_' R.D.L. �� � r 11 I 67 LE -2' R.C.P. 0 020.07D_L �. 20' R.D.E. &U. = ILSTA.I '0' CMP D W AT /AN CN MAL OF OUARPIPE D S.S.D. TO OLI FT -o RIP RAP wsA QED LAKE #1 'NIGH STIR. #416 N.P. = 895 2 YEAR ELEV.= 97.37 10 YEAR A ELEV. 98. C 31 \ � AVBOTTOM ELEV =88 70 (SEC RD 0603 .FOR INFO 01' SSE) h 1/ I �_ 1 RISER -� T.C. - 903.2 M =a LF_ 15" RcP 1 _E. 12" R. ^.e © 09 —,AL LF E 906 1 '906 20 HORSE SHOE DAM— LAKE #2 � _ = 11.P.= 898.00 2 YEAR ELEV.= 899.16 10 YEAR ELEV.= 899.96 100 YEAR ELEV. 90"_38 BOTTOM ELEV. 89 0.00 ., kit 1 L.F. 1Z' R. •. © 050•: Oi // -� - qp1 -902_ .. — 900- . . - .. —_ - _898 -899 -904 - - - -- - -903 -. /T Irma- ;+�./ - 90 d0T _ .899- - A�AA�� CROW i THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: MATT LOHMEYER PHONE: (317) 575 -2350 S: \55960PUL -S1 \DWG \C301 -EROS. TEMP.dwg, 9/5/2012 10:15:29 AM, KGilson, MATCH LINE 0 :'.'.'.'.'.'..'.'.'.'.'.'.'.': :+:+:+:+:+:+:+:+:+:+:+:+ '.'.'.'.'.'.'.'.'.'.'.'.'... .'.'.'.'.'.'.'.'.' : +: ............P 0000... ...'e'a.'.'.': .'.'% MATCH LINE 905 ST. JULIA& STREET —907 Denotes temporary seeding Seeding rate: 50# /acre Seeding mixture: I00% perennial rye. Requires Mulching TREE CONSERVATION AREAS Denotes Construction Limits SF SF Denotes Silt Fence A9. * Specific Points Where Stormwater Discharge Will Leave this Site: Stormwater discharge will leave the site at the outlets for Lake #1 & #2. Ultimately both outlets drain to the J.W. Brendle Drain. • Temporary "Coconut Fiber Mat' or Below Grade "Curb Inlet Protection', "Sediment Control Devices' 0 Temporary ..Drop Inlet Protection Basket". 'Sediment Control Devices ". NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NOTE: 1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS (15 DAYS), THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. IUPPS Dig Safely. Indiana Underground Plant Protection Service Know what's below. CaII before you dig. 0 REVISED PER TAG COMMENTS 0 LA F 0 00 S lllllll y 'y .22 . -& STEE.. Fq % No. 19358 i y pp STATE OF St." O (NDIANP.' �. . S /ONAL1 ENGo`• ■ CO o D 0 oz z o o >aQ Z L wa A >-J _ fr- Din o o > za0o _000 z O' p D < 3H me a z ZId CD — >0 on a 0KD W c W K 0 CO CD CERTIFIED: 7/20/12 ALWAYS ON Lag n co h Er in m m o in a z cc J LLJ0- 1- c 1- Z w >/�—/ 0 0 �i LLI I— j 0 0 HAMILTON COUNTY, INDIANA CLAY TOWNSHIP DRAWN BY: <RC CHECKED BY. BAH SHEE NO. C301 at A JOB NO. 55960PUL