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HomeMy WebLinkAboutC4.1a Proposed Mass Earthwork Erosion Control Plan pg. 07'HALT 1G AREA SYMBOL LEGEND EXISTTNG CHAIN UNKFENCE GAS UNDERGROUND GAS LINE WTR UNDERGROUND WATER LINES UGT= UNDERGROUND TELEPHONEUNES O IMD 011RHEAD UTILITY LINES EXISTING SECTION LINE USING MONUMENTA TION (AS NOTED ROW RIGHT OFWAY CENTERLINE OF RIGHT-OF-WAY SHOWS EXISTING FL OWLINE WITH DIRECTION MAJOR CONTOUR INTERVAL FIVE 5 FEET MINOR CONTOUR INTU3VAL ONE (1 FOOT C CALCULATED BEARING AND DIMENSION M MEASURED BEARING AND DIMENSION 1 I i 4 P PLATTED BEARING AND DIMENSION D DEEDED BEARING AND DIMENSION LSR LOCAL SERYICEROAD 1 I( 41•00 000 1 r t 1 01,5? 1 t 1 1 1 1 ti 01E0 000 0081.. NNW MIMI 1 3 --Lr. ∎,.....1,-0.•■-- =1.■---..m..■ ,.,...g. .draw ..r .,�....�«st— -.L.... ~s UST UGT UGT 1 15' NON- EXCLUSIVE UTLITY-EA�EMENL_ N. C. 9g -Z92 (2); TOS —TOS ---7' TOS 15 WEST BUFFER YARD -1111-1111-11111 SF bcY f WARRA DEED INST. NO. 2000 BAKER O NEAL HOLQINGS,` kC. t RECORDED ON SEPTEMBER 11, 2000 000 001, --(ID GUY ANCHOR p1 WATER VALVE EXISTING FIRE HYDRANT TEIFPHONE PEDESTAL T 0 SIGN 13. CAS VALVE 0 GAS LINE MARKER 740 L.F. OF TEMPORARY DIVERSION SWALE TO SEDIMENT BASIN 01.0% MIN. SLOPE TOS r\ 1 C ED ELECTRIC MANHOLE RIGHT-OF-WAY MART WAYNA FOUND ca) OVERHEAD UIILIIYPOLE O SUR4fl1lONUNENT FOUND (AS NOIm) n SEC11aY CORNER UONUNENT (AS NOTED) TOS TOS TOS TC 'TOS_ T0S TOS 1 1 1 -1 �i 1 I y 1 1 I i I I OVERHEAD UTILITIES RUN Tos -1 J ALONG WEST R LINE OF U.S.R. 31 TOS /0- t? TOS O TOS TOS Tas 0.� 7' f�J.. -1�DS� iT EDGE OF AS I L M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB ----1 000 CONTOURS FLOW LINE CURB ELEVATIONS TC 000.50 BC 000.00 GRADING LEGEND 1000.00k SPOT ELEVATIONS EDGE OF ASPHALT EDGE OF ASPHALT 1 1 1 1 Mob 0010101010001.0 1=1" N I cO SF 1 cri w TOS TOS TOS i TOS 7 I 7 7 ■■mow■loo wssii eet il :s e.. lS,ir♦ 7 T I \I Lr_1PAE [1L111 EROSION CONTROL LEGEND II SILT FENCE I 1 1 I GRAVEL CONSTRUCTION ENTRUI 2-% #31 NORTHBOUND FRONTAGE ROAD (AP SH ALT PAVEMENT) III II RN IN II As dr Ai titipio# turoisgo iii■franb oripair eft i ttirsv 20' BUILDING SETBACK 2 15' WEST BUFFER YARD US #31 SOUTHBOUND 859 CEO 860 858 lig SLO'TED 12" DRAIN RISER PER SEDiMENT BASIN DETAIL ON SHEE;T C4.2. o LI I I E EDGE OF ASPT EDGE OF ASPHALT 860 CD CD Cr C LLJ GRASS ASPHALT RIPRAP Alk RISER W/ TRA,SH' RACK 15" CPP OUTLET SEDIMENT BASIN (SEE SI-1ET C4.2 FOR DETAILS) 1•111111111 ii ED I I. il il II II II II II vjap. l ip. Aloe tolfeeeli Ni I I A Edu of Water svo IA N II II NI II II II II IN II II II 1 NE 2' PVC Inv. 856.88 E PliC Inv. 856.53 SE 6 Int 656.86 W 6' PVC 857.28 L.F. OF TEMPORARY ',DIVERSION SWALE TO $EtiolIMENT BASIN 01.0% M11■1. SLOPE PLEASE REFER TO SHEET C4.1 FOR EROSION CONTROL MEASURES DURING AFTER POND AND SITE ARE co PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 C3.2) PROPOSED 20' DRAINAGE EASEMENT LOT CAUTION 40' QUITCLAIM DEED INST. NO. 2003-00046802 12156 MERIDIAN ASSOCIATES, 1.1C RECORDED ON MAY14, 2003 9.241± ACRES DEED 80' THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND LLI CC 0 CC LU 0 CL LU cc 0 La CI ctr cc ur Ci 0 CL LLI Omni 14 r 44 4 4.1 04 1 4 1 VS X Ls- Q° mz- c. ric Ca La kat col cc cc cc .4t w me acE cc cc ig` Ow 0 z 0 c. DRAWING NO. SHEET OF C4.1a PROPOSED MASS EARTHWORK EROSION CONTROL PLAN N CO