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Home My WebLink AboutC100 SWPPP PHASE 1D 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 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 FM FM US 421 (M ICH IGAN ROAD ) S85°28'08"W 546.91' DELTA=1°23'04" R=17386.45' T=210.06' L=420.11' CH BRG=N17°48'23"W CH LEN=420.10' S27°24'46"W 34.04' S71°20'0 7 " W 4 2 3. 7 7' N89°37'55"W 234.69' N20°31'42"W 9.90' NOTTING H A M W A Y 12 3 4 6 7 SF SFSFSFSFSFS T O C K P I L E A R EA ( C O N T R A C T O R T ODETERMINE SIZEAND LOCATION)4 IP IP SF SF SF SF SF SF SFSFSFSFSF SFSFSF SFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFS F S F S F S F SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SFSF4 4 4 6 6 6 5 84 C100SWPPP PHASE 1w170533-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. SWPPP PHASE 1 LEGEND - 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. - INSTALL STRAW WATTLES (GRASS AREA) OR SILT DIKES (PAVEMENT AREA) AS SHOWN. CONTRACTOR TO ADD ADDITIONAL MEASURES AS CONSTRUCTION PHASING AND SITE CONDITIONS DICTATE - CONCRETE WASHOUT - STOCKPILE AREA (TEMPORARY SEEDING REQUIRED) - SILT FENCE - TREE PROTECTION - ROCK CHECK DAM - LIMITS OF DISTURBANCE SD IP SF CD 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 C103 INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103 INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C103 REMOVE EXISTING SANITARY SEWER AND MANHOLE AS SHOWN. COORDINATE WITH SHEETS C500 AND C800 REMOVE EXISTING TREE(S) AND VEGETATION STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. REMOVE EXISTING STRUCTURE. REMOVE 15' OF EXISTING PIPE. INSTALL CONCRETE BULKHEAD TO PLUG REMAINING LENGTH OF 24" PIPE AT MANHOLE. 1 2 3 4 5 6 7 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 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). 8 EXISTING AREAS TOTAL SITE = 7.54 AC. DISTURBED = 3.40 AC. PERVIOUS = 7.54 AC. IMPERVIOUS = 0.00 AC.