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Home My WebLink AboutC101 SWPPP PHASE 2D D D D D D D D D D D D D D D D DD DD D D D D D D D DD DDDDDDDDD D DDD DDDDDDDDDDD D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD SANSAN EEEE E E E E E E E E E E E E E E EGGGGGGGGGGGGGGGGGG GWWWWWWWWWWWWWWWWWWT(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)WFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM US 421 (M ICH IGAN ROAD ) NOTTING H A M W A Y G W C C 3.41 ACRES W C C G EEEEEEEEEEE* IP IP IP IP IP IP IP IP IP IP IP IP 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 = 3.40± AC. LAND DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 19 MINUTES 30 SECONDS EAST (ASSUMED BEARING) ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF 754.78 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 19 MINUTES 30 SECONDS EAST ALONG SAID WEST LINE, A DISTANCE OF 559.62 FEET; THENCE NORTH 85 DEGREES 23 MINUTES 52 SECONDS EAST A DISTANCE OF 546.60 FEET TO THE WEST RIGHT OF WAY LINE FOR STATE ROAD 421; THE FOLLOWING TWO CALLS BEING ALONG SAID WEST RIGHT OF WAY LINE: 1) THENCE SOUTH 20 DEGREES 36 MINUTES 55 SECONDS EAST A DISTANCE OF 9.97 FEET TO THE BEGINNING OF A CURVE WITH A RADIUS OF 17336.45 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 72 DEGREES 47 MINUTES 55 SECONDS EAST: 2) THENCE ALONG SAID CURVE A DISTANCE OF 420.04 FEET: THENCE SOUTH 27 DEGREES 19 MINUTES 31 SECONDS WEST A DISTANCE OF 34.04 FEET; THENCE SOUTH 71 DEGREES 14 MINUTES 52 SECONDS WEST A DISTANCE OF 423.77 FEET TO THE BEGINNING OF A CURVE WITH A RADIUS OF 79.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 18 DEGREES 45 MINUTES 08 SECONDS EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE A DISTANCE OF 49.66 FEET; THENCE NORTH 89 DEGREES 40 MINUTES 30 SECONDS WEST A DISTANCE OF 224.56 FEET TO THE POINT OF BEGINNING, CONTAINING 7.54 ACRES, MORE OR LESS. C101SWPPP PHASE 2w170533-C101 swppp2SWPPP PHASE 2 LEGEND - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - PERMANENT/TEMPORARY SEEDING USE PLANTING CHART - EROSION CONTROL BLANKET - USE S150BN BIO-NET AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL - 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 - SILT FENCE - INSTALL STRAW WATTLES (GRASS AREA) OR SILT DIKES (PAVEMENT AREA) AS SHOWN. CONTRACTOR TO ADD ADDITIONAL MEASURES AS CONSTRUCTION PHASING AND SITE CONDITIONS DICTATE - ROCK CHECK DAM - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) - RIPRAP, REFER TO GRADING PLAN SHEET C300 FOR SIZING - SITE DISCHARGE POINT SD IP SF * 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. CD REVISIONS AND ISSUESPart of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, IndianaW17.0533PREPARED FOR:10650 N MICHIGAN RD, ZIONSVILLE, IN 46077PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W17.0533DATEBY05.08.2019SSRDATE:RLWKnow what's below. before you dig.Call R NOTTINGHAM, LLC OUTLOTSSUBMITTED FOR TAC REVIEW10.19.2018RLWW 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.SM05.08.2019ADDRESSING TAC COMMENTS03.08.2019RLWADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLWPLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLWFINAL CONSTRUCTION PLANS05.08.2019RLWBENCHMARK INFORMATION SOURCE BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086 ABOUT 0.2 EAST ALONG 121ST STREET FROM ITS JUNCTION WITH SR 421 (AKA MICHIGAN ROAD), AT THE INTERSECTION WITH DAUGHERTY DRIVE, IN THE NORTHEAST CORNER OF THE INTERSECTION. A STANDARD DISK, STAMPED BOO 54 1989, SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND. ELEV = 900.76 (NAVD 88) TBM-1: CUT "X" IN SOUTH BONNET NUT OF FIRE HYDRANT, LOCATED 188 FEET NORTH OF 106TH STREET AND 27 FEET WEST OF THE CENTER OF NOTTINGHAM WAY. ELEV = 897.71 (NAVD 88) TBM - 2: NORTH BONNET NUT OF FIRE HYDRANT, LOCATED 62 FEET WEST OF CENTER OF MICHIGAN ROAD AND 104 FEET NORTH OF CENTERLINE OF NOTTINGHAM WAY. ELEV = 901.01 (NAVD 88).