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Home My WebLink AboutC103 STORMWATER POLLUTION PREVENTION PLAN PHASE IIW W W W WEST CAR M E L D R I V E GGPROPOSED BUILDING 20,121SF± PER FLOOR F.F.E. = 829.85 DDDDDDDDDDDDDDDDD D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDCSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS WWWWWWWWWWWWWWWWWWEE E EEEEEEEDRY POND RIP RAP REVETMENT PAD IP IP IP IP SDSDSDSDSDSDSDSDSDSDSDSDSDSDSFSFSFSFSFSFSFIP SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF 6 5 4 1 1 1 1 7 8 9 2 3 10 11 12 13 CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC -WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. DISTURBED ACREAGE =1.20± AC. LAND DESCRIPTION C103STORMWATER POLLUTION PREVENTION PLAN PHASE IIW190582-C101 swppp2SWPPP PHASE 2 LEGEND - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY - PERMANENT/TEMPORARY SEEDING USE PLANTING CHART - THE DRY POND BASIN BOTTOM TO BE PLANTED WITH NATIVE SEED MIX THEN TOPPED WITH AN EROSION BLANKET - EROSION CONTROL BLANKET - USE S150BN BIO-NET AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) IP D LINE TYPES UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BOARD FENCE WROUGHT IRON FENCE GUARD RAIL HAND RAIL SILT FENCE BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E(A)E(A) E E E C C C C(A)C(A) OHU OHU FM FM SF SF AERIAL FIBER OPTIC CABLEFO(A)FO(A) SECTION LINE FARM FENCE UNDERGROUND FIBER OPTICFOFO INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER EROSION CONTROL NOTES 1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR. 3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. EROSION CONTROL SPECIFICATIONS 1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. 10.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 11.PORTABLE TOILETS MUST BE ANCHORED.REVISIONS AND ISSUESPart of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR:147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATEBY08.17.2020SSRDATE:RLWKnow what's below. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW01.13.2020BJSISSUED FOR TAC REVISIONS05.12.2020BJSW S N E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS03.30.2020BJSISSUED FOR TAC REVISIONS06.08.2020ISSUED FOR TAC REVISIONS07.16.2020BJSWALL GRADING CLARIFICATION07.23.2020BJS100% BID AND PERMIT PLANS08.17.2020BJSPROJECT BM HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18 NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND RANGELINE ROAD. ELEV.844.55 (NAVD 88) SITE TBM CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON THE SOUTH SIDE OF CARMEL DRIVE. ELEV.831.54 (NAVD 88) BENCHMARK INFORMATION APPROXIMATELY 4.3 ACRES LOCATED AT 147 AND 155 WEST CARMEL DRIVE - PART OF SOUTHEAST 14, SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA DRAINAGE PLAN NOTES DOWNSPOUTS TO CONNECT TO PROPOSED ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PLANS. TRENCH DRAIN CONNECT TRENCH DRAIN TO PROPOSED STRUCTURE WATER QUALITY UNIT CONTROL STRUCTURE DIVERSION STRUCTURE 12' WIDE EMERGENCY OVERFLOW. INSTALL NEW BEEHIVE STRUCTURE. CONNECT TO EXISTING 15" PIPE AND EXTEND NEW 15" PIPE WEST TO NEW STRUCTURE WEST OF THE PROPOSED SIDEWALK. RECONNECT 6" OUTLET FROM THE DRAIN TO STRUCTURE 304. NATIVE PLANTINGS WITHIN BASIN. REFER TO SPECS ON SHEET C601. SIGN FOR NATIVE PLANTINGS. DETAIL ON SHEET C601. CONNECT STRUCTURE 900 TO EXISTING 15" PIPE STONE LEVEL SPREADER WITH UNDER DRAIN. REFER TO DETAIL ON SHEET C601 1 2 3 4 5 6 7 8 9 10 11 12 13