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Home My WebLink AboutC102 STORMWATER POLLUTION PREVENTION PLAN PHASE 3 (2)E(A)WWWW W W W W W W W W W W W W W W W WWWWWWWWWWWWW W W W W W W W WDDD D D D D D DDD DDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D DCCCCCCCCCCCCCEEEEE E E E E E E E E EW W WWWWWSTMSTMSTMSTMSTMSTMSTMSTM141414141415S61°23'48"E 222.18'S28 ° 4 0 ' 5 9 " W 1 9 2 . 7 9 'S61°19'01"E 307.85'S3 0 ° 3 7 ' 3 1 " W 4 1 . 7 1 'S72°09'42"W 123 .18 'S89°03'11"W 423.55'DELTA=10°10'10"R=3036.83'T=270.22'L=539.01'CH BRG=N20°36'00"ECH LEN=538.30'PROPOSED HOTEL50,321 SFFFE=872.85MFPG=871.90MLAG=871.72GGGGGGGGGGGGGGINSTALL HEAVY DUTYNYOPLAST STRUCTUREWITH 2'X2' GRATETC=870.50INV=868.00CORE DRILL TO CONNECTTO EXISTING INLETINV=867.3065' OF 10" HDPE @ 1.0%ST MEX. POND11WWWWWWW*IPIPIPIPIPIPCONTACT PERSON FOR EROSIONCONTROL & SEDIMENT PRACTICESWEIHE ENGINEERS, INC.10505 N. COLLEGE AVE.INDIANAPOLIS, IN 46268TELEPHONE: (317) 846-6611FAX: (317) 843-0546EMAIL: PARKERF@WEIHE.NETCONTACT PERSON: FRED PARKER, CPESC-WARNING-THIS PLAN TO BE USED FOR EROSION CONTROLPURPOSES ONLY. ADDITIONAL EROSIONCONTROL MEASURES MAY BE REQUIRED IN THEFIELD BY THE INSPECTOR.-NOTE- THIS PLAN INDICATES EROSION CONTROLMEASURES REQUIRED AFTER SOIL STRIPPINGAND PAD BUILDING HAS TAKEN PLACE.COORDINATE WITH DEVELOPER FORMEASURES REQUIRED UNTIL PROPERTYTURNED OVER FOR DEVELOPMENT.COORDINATE WITH SOIL CONSERVATIONDISTRICT REPRESENTATIVE FOR ANY OTHERMEASURES REQUIRED DUE TO SITECONDITIONS.DISTURBED ACREAGE= 1.80± AC.C102STORMWATER POLLUTION PREVENTION PLAN PHASE 3 w190175-C101 swppp2 SWPPP PHASE 2 LEGEND- INLET PROTECTION - ONLY COMPLETELY BELOW THE GRATEPROTECTION IS ALLOWED IN THE PUBLIC RIGHT-OF-WAY- PERMANENT/TEMPORARY SEEDING USE PLANTING CHART- EROSION CONTROL BLANKET - USE S150BN BIO-NET ASSUPPLIED BY NORTH AMERICAN GREEN OR APPROVEDEQUAL- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)- SITE DISCHARGE POINT- MULCH-RIPRAP, REFER TO SHEET C601 FOR SIZINGIP*DLINE TYPESUNDERGROUND GASUNDERGROUND WATERAERIAL ELECTRICUNDERGROUND ELECTRICUNDERGROUND COMMUNICATIONSAERIAL COMMUNICATIONSOVERHEAD UTILITYFORCE MAINRIGHT OF WAY LINECHAIN LINK FENCEBOARD FENCEWROUGHT IRON FENCEGUARD RAILHAND RAILSILT FENCEBUILDING SETBACK LINEBOUNDARY LINEFLOW LINEGGGWWE(A)E(A)EEECCCC(A)C(A)OHUOHUFMFMSFSFAERIAL FIBER OPTIC CABLEFO(A)FO(A)SECTION LINEFARM FENCEUNDERGROUND FIBER OPTICFOFOINDEX CONTOURINTERMEDIATE CONTOURSANITARY SEWERSTORM SEWEREROSION CONTROL NOTES1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPTBUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FORLOCATION OF LANDSCAPE BEDS.2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILTFENCE TO FOLLOW CONTOUR.3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL INTHE STREET.EROSION CONTROL SPECIFICATIONS1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALLSEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OFEROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKINGPLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKEPREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BECONSULTED IN THE EVENT THIS HAPPENS.2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREATHAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREASTHAT HAVE ACHIEVED FINAL AND FINISHED GRADE.4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER ANDWHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTEDPRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEYARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURESPROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIREFFECTIVENESS.6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARYOR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERSOR OTHER APPROVED METHODS. RESEED ANY AREAS NOTGERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIREDACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTIONACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTILFULL STAND OF GRASS HAS BEEN OBTAINED.8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSIONCONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTORAND/OR OWNER.9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITYTO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTIONACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIESAND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATERRUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OROWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIREDFROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICEOF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TOANY CONSTRUCTION ACTIVITY.10.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTIONCHART IN THESE PLANS.11.PORTABLE TOILETS MUST BE ANCHORED.RUSS E L L L. WEBSTER IIPROFESSIONAL ENG INEER R E GI STEREDINDIANAPE11900318STATE OFNO.REVISIONS AND ISSUES Part of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR: 13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO.SHEET NO.CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W19.0175 DATE BY 01.10.2020 SSR DATE: RLWKnow what'sbelow.before you dig.CallRSAAMRAJYA, LLC PLANS SUBMITTED FOR REVIEW 05.15.2019 RLWWSNE ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax W E I H E Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SMRUSSELL L. WEBSTER II, PE No. 11900318PLAN CERTIFICATE NOTE:ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM SEWERS, AND ALL OTHEREXISTING CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER CORP. WEIHEENGINEERS, INC. AND RUSSELL L. WEBSTER II ACCEPT RESPONSIBILITY ONLYFOR THE SITE IMPROVEMENTS RELATED TO THE LIMITED ENGINEERINGSCOPE SHOWN ON THESE PLANS.PLANS REVISED FOR TAC COMMENTS 05.15.2019 RLW PLANS REVISED FOR TAC COMMENTS 11.13.2019 RLW PLANS REVISED FOR TAC COMMENTS 01.10.2020 RLWAPPROVAL PENDINGNOT FOR CONSTRUCTIONLAND DESCRIPTIONLOT 3 OF CMC PROPERTIES SUBDIVISION SECTION 2 RECORDED AS INSTRUMENTNUMBER 2006057917 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY.BENCHMARK INFORMATIONVERTICAL DATUM: NAVD 88 (GEOID 12B)SITE TEMPORARY BENCHMARKS (TBM) ORIGIN DERIVED FROM TRIMBLE VRSNOW NETWORK GPS REFERENCE STATION IN_HAMCTBM 500:A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED "SCHNEIDER RANDOMPOINT" LOCATED APPROXIMATELY CENTER OF SUBJECT PROPERTY.ELEVATION 871.94 (NAVD 88)TBM 501:MAG. NAIL & WASHER STAMPED "SCHNEIDER RANDOM POINT" SET IN TOP OFCURB, 34 FEET SOUTHEAST OF NORTHWEST CORNER OF THE SUBJECTPROPERTY.ELEVATION 871.51 (NAVD 88)