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Home My WebLink AboutC100 STORMWATER POLLUTION PREVENTION PLAN PHASE I12 GGGT(U)T(U)T(U)T(U)T(U)E(U)T(U)T(U)T(U)T(U)E(U)E(U)T(U)T(U)T(U)T(U)T(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)T(U)T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U)T(U)T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U)GGGGGGGGGGG G G G G G G G G G G G G SPRING RUN ESTATESCROOKED STICK SECTION 5C C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEDDD DDDD D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DDDDDD D D D D D DDDDDD DDDDDDDDDDDDDDDD GGGT(U)T(U)T(U)T(U)T(U)EET(U)T(U)T(U)T(U)EET(U)T(U)T(U)T(U)T(U)EEEEEEE ET(U)T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U)T(U)T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) E E E E E E E E E E E E E E E E E E E E GGGGGGGGGGG G G G G G G G G G G G G SPRING RUN ESTATES SPRING RUN ESTATESCROOKED STICK SECTION 5WWW 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 SF SF SF S F SF SF SF SFSF SFSF SF SF SF SF SF SF SFSFSFSFSFSFSFIP IP IP IP 1 4 11 4 5 2 6 8 9 10 13 13 SFSFSFSFSFSFSF SF SF SF 4 3 7 7 7 14 4SFSFSFSFSF4 15 GENERAL NOTES 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE INSTALLATION OF THE NEW WORK. 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. 3.UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND/OR CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5.SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. 6.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 7.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 8.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO, AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED ALTERNATIVE LOCATION ON SITE. 9.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. SITE PREPARATION / SWPPP PHASE 1 NOTES INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. USE EXISTING DRIVE FOR CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C103 INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103 INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C103 LIMITS OF PROPOSED BUILDING STORM SEWER INLET TO BE MODIFIED TO RECIEVE ADDITIONAL STORM SEWER CONNECTION. PAVEMENT SAWCUT LIMITS. REMOVE BUILDING, ELECTRIC SERVICE LINE(S) AND APPURTENANCES FROM EXISTING BUILDING LOCATION. REUSE SECONDARY (EMPTY) METER PIT FOR NEW DOMESTIC WATER SERVICE. REMOVE EXISTING PAVEMENT FULL DEPTH. REMOVE EXISTING TIMBER RETAINING WALL. STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. REMOVE STONE DRIVE SURFACE AND STOCK PILE FOR REUSE ON STONE DRIVE AREAS. 10'x20' BORING PIT FOR SANITARY SEWER AND GRINDER PUMP INSTALLATION (SEE SHEET C500 FOR DETAILS). REMOVE SECTION OF EX. 12" HDPE STORM SEWER - SEE DRAINAGE PLAN, SHEET C600 FOR MORE INFORMATION. VERIFY INVERTS AT CUT LINES AND REPORT ANY DISCREPANCY TO THE ENGINEER BEFORE CUTTING. EXISTING AREAS TOTAL SITE = 184.66 AC. DISTURBED = 0.97 AC. PERVIOUS = 0.085 AC. IMPERVIOUS = 0.553 AC. REMOVED ASPHALT PAVEMENT REMOVED STONE AREA HATCH LEGEND OPEN CUT PAVEMENT FOR UTILITY TAPS C100STORMWATER POLLUTION PREVENTION PLAN PHASE IW170206-C100 swppp1SWPPP PHASE 1 LEGEND -INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY ONSITE AND THE COCONUT MATS (OR EQUAL) IN THE RIGHT OF WAY - CONSTRUCTION ENTRANCE (USE EXISTING ASPHALT DRIVE) - STAGING AREA - POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. - CONCRETE WASHOUT - STOCKPILE AREA (TEMPORARY SEEDING REQUIRED) - SILT FENCE - LIMITS OF DISTURBANCE IP SF 1 2 3 4 5 6 7 8 9 10 D 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. CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES 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. 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 LINE TYPES UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND ELECTRIC UNDERGROUND 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 E E C C C OHU OHU FM FM SF SF SECTION LINE FARM FENCE UNDERGROUND FIBER OPTICFOFO INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER REVISIONS AND ISSUESW17.0206PREPARED FOR:11128 CROOKED STICK LANE, CARMEL, IN 46032PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RAMDESIGNED BY:DWG NAME:PROJECT NO.:W17.0206DATEBY12.20.2017BJSDATE:RAMKnow what's below. before you dig.Call R MAINTENANCE BUILDINGISSUED FOR CARMEL TAC11.09.2017BJSISSUED FOR STATE RELEASE11.27.2017BJSW S N E STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 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.SM12/20/2017 Part of the NW/4 of Section 14, Township 16 North, Range 4 East, Hamilton County, IndianaCTRWD SANITARY PERMIT APPLICATION11.21.2017WACISSUED FOR DRAINAGE REVISIONS12.08.2017BJSISSUED FOR DRAINAGE REVISIONS12.13.2017BJSISSUED FOR FINAL CONSTRUCTION DRAWINGS12.20.2017BJS11 12 13 14 DRY DETENTION POND LOCATION 15