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Home My WebLink AboutC100 STORMWATER POLLUTION PREVENTION PLANMEETING HOUSE ROADWWWWWWWWWCCCCCCCCCCCCCCCCCCCCCFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOS AN S A N S AN S A N S A N S A N S AN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANBUILDING 9 BLOCK "F" BLOCK "F" PARCEL #17-09-28-00-07-002.000 S00°08'09"E 25.00' N89°51'51"E 85.50' N00°08'09"W 25.00' S89°51'51"W 85.50'SDSDSDSDSDSD 5 1 2 3 STOCKPILE AREA(IF NEEDED)IP IPSDSDSDSDSDSD4 4 4 DDDDDDDDDDDDDDDDD D D D D D D D D D 6 C100STORMWATER POLLUTION PREVENTION PLANw160607-C100 swppp1GENERAL 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. 10. CONTRACTOR SHALL DETERMINE LOCATION OF THE STOCKPILE LOCATION AS NEEDED. EXISTING AREAS TOTAL SITE = 0.05 AC. DISTURBED = 0.15 AC. PERVIOUS = 0.15 AC. IMPERVIOUS = 0.00 AC. SWPPP PHASE 1 LEGEND IP SF 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 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. INSTALL CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C101 INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C101 INSTALL SILT FENCE OR SILT DIKE. REFER TO DETAIL ON SHEET C101 STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. TREE PRESERVATION FENCE. REFER TO DETAIL ON SHEET C301 1 2 3 4 5 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 - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - CONSTRUCTION ENTRANCE - 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 / SILT DIKE - LIMITS OF DISTURBANCE BENCHMARK INFORMATION ORIGINATING BENCHMARK DEPARTMENT OF NATURAL RESOURCES STANDARD DISK STAMPED "LEE 2 AZ" SET IN CONCRETE LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SHELBORNE ROAD AND 131ST STREET, 26.1 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD AND 20.3 FEET SOUTH OF THE CENTERLINE OF 131ST STREET. ELEVATION: 917.52 NAVD 1988 - PERMANENT SEEDING USE PLANTING CHART - TREE PROTECTION. LAND DESCRIPTION A PART OF BLOCK "F" IN VILLAGE OF WESTCLAY, SECTION 3001-A, VILLAGE CENTER, PART 2, PER PLAT THEREOF RECORDED IN PLAT CABINET 2, SLIDE 363, AS INSTRUMENT NO. 199909969687 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF BLOCK "F" ALSO THE INTERSECTION OF THE WEST LINE OF MEETING HOUSE ROAD AND THE NORTH LINE OF RHETTSBURY STREET POINT BEING ON A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1037.50 FEET THE RADIUS POINT OF WHICH BEARS NORTH 86 DEGREES 01 MINUTES 06 SECONDS EAST; THENCE NORTHERLY ALONG THE WEST RIGHT OF WAY LINE OF MEETING HOUSE ROAD AND ALONG SAID CURVE 69.64 FEET TO A POINT WHICH BEARS SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST FROM SAID RADIUS POINT; THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST ALONG SAID WEST LINE 199.42 FEET TO THE NORTHEAST CORNER OF PARCEL AS DESCRIBED IN INSTRUMENT NUMBER 2010071301 IN SAID OFFICE OF THE RECORDER AND BEING THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 85.50 FEET; THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 23.45 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 85.50 FEET; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 23.45 FEET TO THE POINT OF BEGINNING CONTAINING 0.046 ACRES, MORE OR LESS.REVISIONS AND ISSUESW16.0607PREPARED FOR:PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0607DATEBY10.08.2021MLTDATE:RLWKnow what'sbelow. before you dig.Call R D.B. KLAIN CONSTRUCTION, LLCVILLAGE OF WEST CLAY LOT 8SUBMITTED FOR REVIEW10.04.2021RLWW S N E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S MPART OF BLOCK "F", VILLAGE OF WEST CLAY, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAMEETINGHOUSE ROAD, CARMEL, INDIANA 46032RUSSELL L. WEBSTER II, PE No. 11900318 10/8/2021RUSSELL L .WEBST ER IIPROFESSIONA L E N GINEERREGIS T ER E DINDIA N A No. PE11900318 STATE OFFINAL CONSTRUCTION PLANS10.08.2021RLWSD 6 01/11/22