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HomeMy WebLinkAboutC401 Erosion Control Plani Description BID DOCUMENTS ONLY, PENDING AGENCY APPROVAL CHANGES PER TAC REVIEW m ewa 160/6/8 1 I tO /a1/« VD WI 1 ARCHITECTURE 7172 GRAHAM ROAD CIVIL ENGINEERS ya a LANDSCAPE ARCHITECTURE L ,t¢p" �.V. INDIANAPOLIS, INDIANA 46250 LAND PLANNING f (317) 842 --6777 FAX (317) 841 -4798 LAND SURVEYORS 4:v41-*, Vv 1.v, r E —Mall cripe©cripe.biz TRANSPORTATION ENGINEERS GIS Architects Engineers WEST SIDE TRANSPORTATION FACILITY 126th AND SHELBORNE ROAD CARMEL, INDIANA 46033 CE FIED BY: PE19900458 4 1:... STATE OF SS j?NA �t 2./Ze/ZOOS Drawn By: MAW Checked By: AMR Quality Assurance: DAL Scale: 0 1' 50' Scale: min Sheet C 401 Date 08-30 -04 Project Number 94501 -10040 912.48 910.50 W W W W •V, W W W W W W W W W W W W W W W W W W 4 W W W W W W W W W 4 n W W W W F UTURE BAY WOODED AREA PRIVATE DRIVE ITC 1 912.121 W .I W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4' W W W W .t W W W W W W W W W W W W W W W W W W W W W W W W W 4' W W W W W W W W W W W W W W W W W W W W W W 4' .Y W W W W W W W W W W W W W I IE 1 895.251 NORMAL POOL= 893.00 (PER PLANS BY OTHERS) PLACE INLET PROTECTION., ON ALL EXISTING INLETS LOCATED ALONG SOUT PROPERTY LIN lr'- '�n� r I r r EROSION CONTROL NOTES' 'HOLEY MOLEY SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA LEGEND PROPOSED EROSION CONTROL RIP RAP d50 =8" —CURB INLET PROTECTION FABRIC INLET BARRIER —PIPE OUTLET RIP —RAP PERMANENT SEEDING WITH EROSION CONTROL BLANKET SC 150 PERMANENT SEEDING WITH MULCH TEMPORARY SEEDING WITH MULCH TEMPORARY CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE (12'W x 50'L) Minimum SILT FENCE BARRIER FENCING FOR TREE PRESERVATION CONSTRUCTION LIMITS FENCING 1. SEE SHEET C101 FOR SOILS MAP AND SOIL CHARACTERISTICS. 2. SEE SHEETS C402 C403 FOR EROSION CONTROL DETAILS. 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 9. THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE AS (NOT PRESENT). 10. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH LAND DISTURBING ACTIVITY. 11. ALL DISTURBED AREAS NOT WORKED FOR 15 DAYS NEED TO BE STABILIZED. CAUTION 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 ABOVEGROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0: 119941945011100401Cad 1EnglCDs1C401.dwg, 2/28/2005 10:43:38 AM, pklo z 0 I z 0 U Drown Scoie Sheet I n w CONSULTANTS Checked Approved 0 F- C 0 F- 0 MAW AMR DAL O N co 0 Q z 0 z w Q 0 Q z .Ocr) o N i 0 a. Q N Q z 0 z =30' C401 Dote 08/30/04 CD m Project number PIC 0940501 -1 CARMEL CLAY SCHOOL CORPORATION LAND SURVEYORS CIVIL ENGINEERS ARCHITECTURE