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Home My WebLink AboutC100 STORMWATER POLLUTION PREVENTION PLAND D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D SAN SAN BUILDING GFA = 3084 S.F. FFE = 897.75 LOCAL ELEV=896.70 (CLOSEST INLET CASTING) POND #8 100-YR ELEV=889.25 M.F.P.G. = 891.25 M.L.A.G. = 897.72 W W W W W W W W W W W W W W W W D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D W W W W W E E E E E E E E E E E E E E E C C HORSEFERRY ROAD 15' UTILITY ESMT. INST. #2007063611 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 C C C C C C E E E E E E E E 1 2 IP IP IP IP 3 3 4 4 5 5 C100 STORMWATER POLLUTION PREVENTION PLAN w200705-C100 swppp1 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. EXISTING AREAS TOTAL SITE = 0.10 AC. DISTURBED = 0.11 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. 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 CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C101 REMOVE EXISTING SIDEWALK SAWCUT AND REMOVE EXISTING CURB MULCH 1 2 LINE TYPES AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS FORCE MAIN 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 RIGHT OF WAY LINE CHAIN LINK FENCE BOARD FENCE WROUGHT IRON FENCE GUARD RAIL HAND RAIL BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E(A) E(A) UNDERGROUND GAS E E E C C C UNDERGROUND WATER C(A) C(A) OHU OHU FM FM OVERHEAD UTILITY SILT FENCE FO(A) FO(A) AERIAL FIBER OPTIC CABLE SECTION LINE FARM FENCE FO FO UNDERGROUND FIBER OPTIC INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER SF SF 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 - 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 - MULCH LAND DESCRIPTION TEMPORARY BENCHMARK - TBM#2 CUT "X" IN N. BONNET NUT OF FIRE HYDRANT, 160 FT. S. CENTERLINE GLEBE STREET AND 214 FT. E. ASPLEY LANE. NEAR WEST ENTRANCE INTO CENTRAL PARKING AREA OF BLOCK "F". ELEVATION:899.15 NAVD 1988 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" BEING THE INTERSECTION OF THE WEST LINE OF MEETING HOUSE ROAD AND THE NORTH LINE OF RHETTSBURY STREET, SAID 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 THE POINT OF TANGENCY 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 247.87 FEET TO THE POINT OF BEGINNING, THENCE SOUTH 89 DEGREES 51 MINUTES 59 SECONDS WEST 85.50 FEET; THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 24.94 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 59 SECONDS EAST 85.50 FEET TO THE AFORESAID WEST LINE OF MEETING HOUSE ROAD; THENCE ALONG SAID WEST LINE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 24.94 FEET TO THE POINT OF BEGINNING CONTAINING 0.049 ACRES, MORE OR LESS. REVISIONS AND ISSUES W20.0705 PREPARED FOR: PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W20.0705 DATE BY 03.29.2021 MLT DATE: RLW Know what'sbelow. Call before you dig. R D.B. KLAIN CONSTRUCTION, LLC VILLAGE OF WEST CLAY SITE PLAN FOR STATE RELEASE 02.03.2021 MLT W S N E E N GI N E E R S 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Engi Suveryi neeir l ng Ci vi ng | Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net PART OF BLOCK "F", VILLAGE OF WEST CLAY, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA Build with conf idence. SM 12755 HORSEFERRY ROAD, CARMEL, INDIANA 46032 RUSSELL L. WEBSTER II, PE No. 11900318 03/29/2021 R U S S E L L L . W E B S T E R I I P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D I N D I A N A No. PE11900318 STATE OF FINAL CONSTRUCTION PLANS 03.29.2021 MLT 3 4 5 04/13/21