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Home My WebLink AboutC102 SITE PREPARATION & SWPPP PHASE 1EEE EC OHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUWCCCCCCFOFOGGGFOFOWWWWWOHUOHUOHUOHUWWWWWWWWWWWWWOHU OHU OHU OHU OHU FMFMFMFMFMFMOHU OHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFMFM MATCH LINE C101 MATCH LINE C102 EXISTI N G S T O N E D R I V E DDD DDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D D DDDDDDDDDDDDDDDDSF SF SF SF SF SF 11 12 5 5 IP IP IP 14 13 13 13 C102SITE PREPARATION & SWPPP PHASE 1w193004-C100 SurveyREVISIONS AND ISSUESPart of Section 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, IndianaW19.3004PREPARED FOR:5140 E 96TH ST, INDIANAPOLIS, IN 46240PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JLKDESIGNED BY:DWG NAME:PROJECT NO.:W19.03004DATEBY05.15.2019FAPDATE:FAPKnow what's below. before you dig.Call R APP R O V AL P E N DI N G NOT FOR CONSTRUCTIONMARTIN MARIETTA MATERIALS, INC.ENGINEERS317 | 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.SMNORTH INDY OFFICE BUILDINGREVISED PER CARMEL TAC COMMENTS06.26.2019FAP1W S N E 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.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.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. 8.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. REMOVED ASPHALT PAVEMENT HATCH LEGEND 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 EXISTING AREAS TOTAL SITE = 207.61± AC. DISTURBED = 11.35± AC. PERVIOUS = 7.15± AC. IMPERVIOUS = 4.20± AC. SWPPP PHASE 1 LEGEND - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY WITHIN CITY RIGHT-OF-WAY - 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 COIR LOGS (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 / COIR LOG - LIMITS OF DISTURBANCE SD IP SF D 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. UTILIZE EXISTING PAVED ENTRANCE OFF GRAY ROAD AND EXISTING STONE HAUL ROAD AS THE CONSTRUCTION ENTRANCE. IF TRACKING OCCURS ON GRAY ROAD, CONTRACTOR SHALL BE REQUIRED TO INSTALL A CONSTRUCTION ENTRANCE AS SHOWN. REFER TO DETAIL SHEET C106. SUGGESTED STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. COORDINATE FINAL LOCATION WITH OWNER INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C106. CONTRACTOR TO PROVIDE STABILIZED ACCESS (STONE) TO WASHOUT TO PREVENT TRACKING. INSTALL SILT FENCE OR COIR LOG. REFER TO DETAILS ON SHEET C106 LIMITS OF PROPOSED BUILDING REMOVE EXISTING TREE(S) AND VEGETATION. REFER TO SHEET C300 FOR LIMITS OF REMOVAL. SAWCUT ASPHALT FULL DEPTH FOR REMOVAL. SAWCUT CURB/ASPHALT JOINT FULL DEPTH FOR CURB REMOVAL. SAWCUT CURB TO NEAREST JOINT AS REQUIRED. CONTRACTOR TO PROTECT EDGE OF ASPHALT PRIOR TO NEW CURB BEING INSTALLED. NOTE: EXISTING CURB IS PLACED ON ASPHALT SUBBASE AND UNDERDRAINS. CONTRACTOR TO USE CAUTION REMOVING CURB TO AVOID DAMAGE TO BASE AND UNDERDRAINS. REMOVE EXISTING CURB INLET CASTING AND FRAME. SAWCUT ASPHALT AS REQUIRED FOR REMOVAL. REPLACE WITH NEENAH R-3067-028B FRAME, TYPE C GRATE & CURB BACK. REFER TO DETAIL SHEET C603. REMOVE EXISTING EVERGREEN YEWS (3-3'-4' DIA.) FOR ACCESS TO SANITARY MANHOLE FOR FORCE MAIN CONNECTION. CONTRACTOR TO SALVAGE FOR REPLANTING OR REPLACE WITH LIKE SPECIES AND SIZE. CORE DRILL MANHOLE FOR 2" D.I. PIPE. REFER TO SHEET C500 FOR LOCATION. COORDINATE WITH CITY OF CARMEL UTILITIES. EXISTING INFILTRATION SWALE TO REMAIN. EXISTING WHEEL WASH TO REMAIN. 1 2 3 4 5 6 7 8 9 LINE TYPES G G G W W E(A)E(A) E E E C C C OHU OHU FM FM FO FO UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE SECTION LINE UNDERGROUND FIBER OPTIC INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER 10 11 13 14 12