HomeMy WebLinkAboutSite Plans - Civil & LandscapeASITE IMPROVEMENTS14501 HAZEL DELL PARKWAYCARMEL, IN 46033OWNER/DEVELOPERSHEET INDEXAGENCY CONTACT LISTSITE PLAN (NTS)VICINITY MAP (NTS)C000 -------------------- COVER SHEET-D100 -------------------- DEMOLITION & TREE PROTECTION (MADER DESIGN) -L200 -------------------- LANDSCAPE PLAN (MADER DESIGN)C300 -------------------- GRADING & DRAINAGE PLANC400 -------------------- PRE CONSTRUCTION EROSION CONTROL PLANC410 -------------------- EROSION CONTROL DETAILSC500 -------------------- UTILITY PLAN12/12/23-MOST RECENT ISSUANCE PER SHEETLATEST REVISION NUMBER PER SHEETFILLED CIRCLE INDICATES INCLUSION WITH CURRENT ISSUANCEVENTURE CHRISTIAN CHURCH±19.21-ACRES (DEEDED)04/19/2024NORTHC700 ------------------- CONSTRUCTION DETAILSLEGAL DESCRIPTION9/29/56 A 6/19/84 343 517-518 8/7/84 344 442-443 12/22/94 FRM OBERLIES 2% 12/22/94 FRM OBERLIES 2% 12/22/94FRM OBERLIES 2% 12/22/94 FRM OBERLIES 2% 12/22/94 FRM OBERLIES 2% 12/22/94 FRM OBERLIES 2% 1/6/95 FRMOBERLIES 2.66% 1/6/95 FRM OBERLIES 2.66% 1/6/95 FRM OBERLIES 2.66% 1/6/95 FRM OBERLIES 2.66% 1/6/95 FRMOBERLIES 2.66% 1/6/95 FRM OBERLIES 2.66% 12/4/97 R/W SPLIT CARMEL 9752194 2/6/98 FR OBERLIESETAL9805843 3/14/00 ANNEXED FR CLAY-17 2000-11796 2/27/01 STR NAME CHG/CARMEL.LANDWORXLANDWORX ENGINEERING, LLC958 EAST WASHINGTON STREETSUITE 100INDIANAPOLIS, INDIANA 46202317.616.0177CIVIL ENGINEER-L100 -------------------- SITE LAYOUT PLAN (MADER DESIGN)SITE SUMMARY DATA:-------** INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,LATEST EDITION, TO BE USED WITH THESE PLANSTHE BEAUTIFUL STATE OF INDIANAHAMILTON COUNTYNORTHUTILITY DISCLAIMER:THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEYINFORMATION AND EXISTING DRAWINGS. THE SURVEYOR AND ENGINEER MAKE NOGUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES INTHE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR AND ENGINEERFURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE INTHE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THATTHEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.FLOOD ZONE:THIS PROPERTY IS NOT WITHIN A FLOOD ZONE OR FLOODWAY AS DEFINED BY THEFIRM (FLOOD INSURANCE RATE MAP) FOR THE CITY OF CARMEL, COMMUNITYNO.180081, PANEL NUMBER 18057C0227G, DATED 11/19/2014.BENCHMARK DATA:REFERENCE: ELEVATION 754.38 (NAVD 1988)HAMILTON COUNTY SURVEYOR'S VERTICAL CONTROL STATION NAME "HCBR 141", ISA BRONZE DISK SET IN THE SOUTH END OF THE WEST HANDRAIL OF THE RIVER ROADBRIDGE OVER VESTAL DITCHTEMPORARY BENCHMARK #1 ELEVATION 775.32A MAG NAIL SET IN A CRIPE WASHER AT THE BACK CORNER OF THE CONC. WALKLOCATED AT THE SOUTHEAST CORNER OF THE PARKING AREA ON THE NORTH SIDEOF THE HAZEL DELL CHRISTIAN CHURCH LOCATED JUST SOUTH OF THEINTERSECTION OF 146TH STREET AND HAZEL DELL PARKWAY.TEMPORARY BENCHMARK #2 ELEVATION 778.09A MAG NAIL SET IN A CRIPE WASHER [CONTROL POINT NO. 102] AT THE BACK OF THECONCRETE WALK LOCATED 457 FEET WEST OF THE SOUTHEAST CORNER OF THEPARKING AREA ON THE NORTH SIDE OF THE HAZEL DELL CHRISTIAN CHURCHLOCATED JUST SOUTH OF THE INTERSECTION OF 146TH STREET AND HAZEL DELLPARKWAY.TEMPORARY BENCHMARK #3 ELEVATION 775.50A DEPARTMENT OF THE INTERIOR BRASS GAGING DISK SET IN CONCRETE LOCATED## FEET SOUTH AND ## FEET WEST OF THE SOUTHEAST CORNER OF THE PARKINGAREA ON THE NORTH SIDE OF THE HAZEL DELL CHRISTIAN CHURCH LOCATED JUSTSOUTH OF THE INTERSECTION OF 146TH STREET AND HAZEL DELL PARKWAY.STORM SYSTEM SUMMARY:STORM PIPE (LINEAR FEET)12" HDPE: 30118" HDPE: 148STRUCTURES (EACH)TYPE "A" INLET:248" STORM MANHOLE:2OUTLET CONTROL STRUCTURE:1WATER-QUALITY STRUCTURE:112" END SECTION:318" END SECTION:1SheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033WhoCCHC000COVER SHEET MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107NTSC420 -------------------- STORM WATER POLLUTION PREVENTION PLAN--C401 -------------------- EROSION CONTROL PLAN±3.36-ACRES (DISTURBED)L300-301 -------------- SITE DETAILS (MADER DESIGN)-L303 -------------------- LANDSCAPE DETAILS (MADER DESIGN)PLANNING AND ZONING:CITY OF CARMEL DEPARTMENT OF COMMUNITY SERVICESONE CIVIC SQUARECARMEL, IN 46032317-571-2417STORM WATER MANAGEMENT:CITY OF CARMEL ENGINEERINGJEREMY KASHMANONE CIVIC SQUARECARMEL, IN 46032317-571-2441ELECTRICAL SERVICE:DUKE ENERGY GROUP1230 WEST MORRIS STREETCHARLOTTE, NC 28201800-114-0246WATER AND WASTEWATER:CITY OF CARMEL UTILITIES3450 WEST 131ST STREETCARMEL, IN 46074317-733-2855TELEPHONE SERVICE:AT&T 888-944-0447SPECTRUM 855-325-6063CABLE/INTERNET SERVICE:AT&T - 888-944-0447SPECTRUM 855-325-6063GAS SERVICE:VECTREN ENERGY - CENTERPOINTCHAD MILLER16000 ALLISONVILLE RDNOBLESVILLE, IN 46060317-776-5590FIRE DEPARTMENT:CHRIS ELLISONOFFICE OF FIRE CHIEF, FIRE STATION #110701 N COLLEGE RDINDIANAPOLIS, IN 46280317-571-2600COMMUNITY SERVICESCITY OF CARMELONE CIVIC SQUARE, THIRD FLOORCARMEL, INDIANA 4603204/19/202404/19/202404/19/202404/19/202404/19/202404/19/202404/19/202404/19/202404/19/202404/19/202404/19/202404/19/2024
SECTION 4 - SANITARY UTILITY SEWERAGEPART 1 - GENERAL1.01RELATED DOCUMENTSA.DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDINGGENERAL AND SUPPLEMENTARY CONDITIONS, AND FRONT-END SPECIFICATIONSECTIONS, APPLY TO THIS SECTION.1.02SUMMARYA.EXTENT OF SANITARY SEWERAGE AS INDICATED ON DRAWINGS AND HEREIN.B.THIS SECTION INCLUDES SANITARY SEWERAGE OUTSIDE THE BUILDING.1.03PERFORMANCE REQUIREMENTSA.GRAVITY-FLOW, NONPRESSURE-PIPING PRESSURE RATINGS: AT LEAST EQUALTO SYSTEM TEST PRESSURE.1.04SUBMITTALSA.PRODUCT DATA: FOR CLEANOUTS AND MANHOLE COVER INSERTS.B.SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, DETAILS, AND ATTACHMENTSFOR THE FOLLOWING:1.PRECAST CONCRETE MANHOLES, INCLUDING FRAMES AND COVERS.C.RECORD DRAWINGS: SUBMIT TWO COPIES FINAL RECORD DRAWINGS OFINSTALLED SANITARY SEWERAGE PIPING AND PRODUCTS IN ACCORDANCEWITH REQUIREMENTS OF DIVISION 1 SECTIONS, "SUBMITTALS" AND "EXECUTIONREQUIREMENTS."1.CONFORM TO indianapolis REQUIREMENTS SHOWING THE WORKPERFORMED, INCLUDING RECORD SURVEY DATA, AND SIGNED BYPROFESSIONAL LAND SURVEYOR CERTIFIED IN THE STATE OF INDIANA.1.05QUALITY ASSURANCE:A.CODES AND STANDARDS: UTILITY COMPLIANCE: COMPLY WITH APPLICABLEPORTIONS OF LOCAL UTILITY REGULATIONS AND STANDARDS PERTAINING TOINSTALLATION OF STORM SEWAGE SYSTEM.1.UTILITY COMPLIANCE: COMPLY WITH THE CITIZEN'S ENERGY GROUPDESIGN AND CONSTRUCTION OF SANITARY SEWERS, LATEST EDITION, ANDLOCAL/STATE UTILITY REGULATIONS PERTAINING TO INSTALLATION OFSANITARY SEWAGE SYSTEM.2.ENVIRONMENTAL COMPLIANCE: COMPLY WITH APPLICABLE PORTIONS OFLOCAL ENVIRONMENTAL AGENCY REGULATIONS PERTAINING TO SANITARYSEWAGE SYSTEM.1.06DELIVERY, STORAGE, AND HANDLINGA.DO NOT STORE PLASTIC STRUCTURES, PIPE, OR FITTINGS IN DIRECT SUNLIGHT.B.PROTECT PIPE, PIPE FITTINGS, AND SEALS FROM DIRT AND DAMAGE.C.HANDLE PRECAST CONCRETE MANHOLES AND OTHER STRUCTURESACCORDING TO MANUFACTURER'S WRITTEN RIGGING INSTRUCTIONS.1.07PROJECT CONDITIONSA.SITE INFORMATION: PERFORM SITE SURVEY, RESEARCH PUBLIC UTILITYRECORDS, AND VERIFY EXISTING UTILITY LOCATIONS.B.LOCATE EXISTING STRUCTURES AND PIPING TO BE CLOSED AND ABANDONEDC.EXISTING UTILITIES: DO NOT INTERRUPT UTILITIES SERVING FACILITIESOCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWINGCONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARYUTILITY SERVICES ACCORDING TO REQUIREMENTS INDICATED:1.NOTIFY OWNER'S REPRESENTATIVE AND ARCHITECT IN WRITING NOT LESSTHAN SEVEN DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS.PART 2 - PRODUCTS AND EXECUTION2.01 GENERALA.MEET THE REQUIREMENTS OF CITIZEN'S ENERGY GROUP SANITARYSTANDARDS MANUAL, LATEST EDITION.END OF SECTION 4SECTION 5 - STORM UTILITY DRAINAGE PIPINGPART 1 - GENERAL1.01RELATED DOCUMENTS:A.DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERALAND SUPPLEMENTARY CONDITIONS, AND FRONT-END SPECIFICATIONSECTIONS, APPLY TO WORK OF THIS SECTION.1.02DESCRIPTION OF WORK:A.EXTENT OF STORM SEWAGE SYSTEMS WORK AS INDICATED ON DRAWINGS ANDSCHEDULES, AND BY REQUIREMENTS OF THIS SECTION.1.03QUALITY ASSURANCE:A.INSTALLER'S QUALIFICATIONS: FIRM WITH AT LEAST 5 YEARS OF SUCCESSFULINSTALLATION EXPERIENCE ON PROJECTS WITH STORM SEWAGE WORKSIMILAR TO THAT REQUIRED FOR PROJECT.B.CODES AND STANDARDS:1.UTILITY COMPLIANCE: COMPLY WITH APPLICABLE PORTIONS OF LOCALUTILITY REGULATIONS AND STANDARDS PERTAINING TO INSTALLATION OFSTORM SEWAGE SYSTEM.2.ENVIRONMENTAL COMPLIANCE: COMPLY WITH APPLICABLE PORTIONS OFLOCAL ENVIRONMENTAL AGENCY REGULATIONS PERTAINING TO STORMSEWAGE SYSTEMS.1.04SUBMITTALS:A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA ANDINSTALLATION INSTRUCTIONS FOR STORM SEWAGE SYSTEM MATERIALS ANDPRODUCTS.B.RECORD DRAWINGS: AT PROJECT CLOSEOUT, SUBMIT RECORD DRAWINGS OFINSTALLED STORM SEWAGE PIPING AND PRODUCTS, IN ACCORDANCE WITHREQUIREMENTS OF DIVISION 1.PART 2 - PRODUCTS AND EXECUTION2.01 GENERALA.MEET THE REQUIREMENTS OF THE CITY OF INDIANAPOLIS STORMWATERDESIGN AND CONSTRUCTION SPECIFICATIONS MANUAL, LATEST EDITION.END OF SECTION 5SheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033WhoCCHC001SPECIFICATIONS1" = ##'
SheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033WhoCCHC002SPECIFICATIONS1" = ##'
APROPOSED BUILDING±3,855 SFFFE: 780.50780.42780.48780.42780.45780.45780.45780.48780.40780.48780.42780.43780.48780.30780.34780.34780.34780.00780.25780.06780.30780.30779.60779.40780.20780.24780.15M.E. 780.01M.E. 779.44M.E. 779.90M.E. 779.92M.E. 779.99M.E. 779.86779.42779.39780779779780780780780779779780
778779780780
780
778
779
7
8
0
778778779779STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST06TOR:779.30INV(E):777.65ST05TOR:779.30INV(E):777.19INV(W):777.25ST04TOR:779.50INV(E):777.20INV(W):776.74INV(S):777.81ES01TOR:779.03INV(N):777.90ES04END SECTIONINV(SE):777.90ES03END SECTIONINV(NW):777.81ST02TOR:778.70INV(E):776.14INV(W):776.82INV(N):776.91INV(S):776.14ST03TOR:778.67INV(N):776.14ES02END SECTIONINV(S):777.00ST01TOR:778.01INV(W):775.40INV(E):775.28147' OF 18" HDPE @ 0.50%77' OF 12" HDPE @ 0.50%90' OF 12" HDPE @ 0.50%80' OF 12" HDPE @ 0.50%18' OF 12" HDPE @ 0.50%18' OF 12" HDPE @ 0.50%18' OF 12" HDPE @ 0.50%780.20780.20780.28780.39780.28M.E. 779.76M.E. 780.32M.E. 780.30M.E. ???780.05780.00779.94780.05780.20780.10780.20780.04780.20780.00780.20780.00780.20780.00780.20780.00780.20780.20M.E. 780.19M.E. 780.50780.64780.25M.E. 780.24780.02M.E. 782.07M.E. 780.33M.E. 780.10EXISTING BUILDINGFFE: 780.43EXISTING BUILDINGFFE: 780.40EXISTING BUILDINGFFE: 780.45M.E. 780.29M.E. 780.34M.E. 780.32780.07780.57780.20780.39780.20SheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033WhoWHOC300GRADING & DRAINAGE PLANR PROPOSED CURB INLETINV = STORM INVERTBC = BOTTOM OF CURBEP = EDGE OF PVMT.EXISTING CONTOURPROPOSED CONTOURABBREVIATIONSDESCRIPTION:PROPOSED CURB ELEVATIONPROPOSED SPOTPROPOSED GRADING LEGEND:PROPOSED BEEHIVE INLETDETAIL ##/C700PROPOSED INLETPROPOSED STORM MANHOLECONCRETE END SECTION800>PROPOSED GRADE BREAKME = MATCH EXISTINGDESCRIPTION:DETAIL #/SH. #TC = TOP OF CURBPROPOSED FLOWLINEFL = FLOWLINEPROPOSED UNDERDRAINSTPROPOSED STORM SEWERTOR = TOP OF RIM(PAVEMENT ELEVATION)D712.50712.00713.00800DETAIL ##/C700DETAIL ##/C700DETAIL ##/C700DETAIL ##/C700DETAIL ##/C700DRAINAGE ARROWTCBCGRADING NOTES:1.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDSAND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS,WHICHEVER HAS JURISDICTION.2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTINGCONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IFANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.3.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN ANDAROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BYUTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.4.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORECONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALLVERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITYCOMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THECONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITYCOMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION.5.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITHENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.6.AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TODETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FORSUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSEDPARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. PROVIDE POSITIVEDRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TESTFOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS.7.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADEELEVATIONS.8.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADEELEVATIONS INDICATED.9.FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS.10.TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE.11.NO STORM WATER SHALL BE ROUTED THROUGH THE DETENTION FACILITY UNTIL THE BMP ISINSTALLED AND FULLY FUNCTIONAL AND ALL CONSTRUCTION EROSION CONTROL FORDISTURBED AREAS ARE INSTALLED TO ENSURE NO SEDIMENT BUILD-UP IN THEUNDERGROUND DETENTION STORAGE FACILITY. THE EROSION CONTROL METHODS ANDBMP'S MUST BE INSPECTED AFTER EACH RAIN EVENT AND REPAIRED OR CLEANED WHERENECESSARY.12.THE BENCH WALLS FOR STORM MANHOLES AND INLETS SHALL FORM A DEFINED CHANNEL,TO A MINIMUM HEIGHT OF 80% OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TOFORM A 'U' SHAPED CHANNEL, CONSTRUCTED AT A MINIMUM 12 INCH PER FOOT SLOPE TO THEMANHOLE WALL..13.STORM SEWER MANHOLE COVERS SHALL HAVE THE WORDS 'STORM SEWER' CAST INRECESSED LETTERS TWO (2) INCHES IN HEIGHT.14.INLET CASTINGS SHALL HAVE THE WORDS 'NO DUMPING. DRAINS TO STREAM' CAST INRAISED OR RECESSED LETTERS AT A MINIMUM 1" IN HEIGHT. A SYMBOL OF A FISH SHALLALSO BE CAST WITH THE LETTERS.15.WHERE CONNECTIONS ARE MADE TO EXISTING MANHOLES OR INLET STRUCTURES, THOSESTRUCTURES SHALL BE REHABILITATED OR REPLACED TO THOSE MINIMUM STANDARDSOUTLINED IN CHAPTERS 400 AND 500 OF THE CITY OF INDIANAPOLIS STORM WATERSPECIFICATIONS MANUAL, LATEST EDITION. THE REHABILITATION SHALL INCLUDE THEINSTALLATION OF BENCH WALLS, AS WELL AS PRESCRIBED MEASURES TO ELIMINATE THEPOTENTIAL FOR MIGRATION OF BACKFILL MATERIALS INTO THE STORM WATER SYSTEM.16.ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE INCONFORMANCE WITH CHAPTERS 400 AND 500 OF THE CITY OF INDIANAPOLIS STORM WATERSPECIFICATION MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THEMANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTSAS SET FORTH IN THE MANUAL..1" = 20'( IN FEET )1 inch = ft.0NORTH20201020
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFCBSFCBSFCBSFCBSFSheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033Who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inch = ft.0NORTH20201020PROPERTY AREA: ±24.61DISTURBED AREA: ±3.36OFFSITE DISTURBED AREA: ±0TOTAL DISTURBED AREA: ±3.36
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTASFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFCBSFCBSFCBSFCBSFWOSARPRPRPRPIPIPIPPSPSPSPSPSPS( IN FEET )1 inch = ft.020102020NORTHSheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775CARMEL, IN 46033WhoWHOC401EROSION CONTROL PLANR EROSION CONTROL NOTES:1.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDSAND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS,WHICHEVER HAS JURISDICTION.2.LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALLBE DONE IN A WAY THAT WILL MINIMIZE EROSION.3.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKEALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMEDNECESSARY BY ON-SITE INSPECTION.4.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDEDTO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BEDISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OFDISCHARGE.5.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROMTHE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSEDBUILDING MATERIALS IS REQUIRED.6.SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED.CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER.CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL.7.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BECOLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEASTONCE A WEEK.8.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER ORNIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC.9.ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALLBE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON-SITE.10.SCHEDULE OF EARTHWORK ACTIVITIES:THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO APRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOON AS POSSIBLE. TEMPORARYVEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENTVEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN21 DAYS OR AS DIRECTED BY THE ENGINEER.TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILETOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL VEGETATION ANDSTRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYSAFTER FINAL GRADING OR AS SOON AS POSSIBLE.11.INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS, GRADING OREXCAVATING CONTRACTORS, AND ALL OTHER CONTRACTORS WITH PRIMARY OVERSIGHT ONINDIVIDUAL BUILDING LOTS OF THE TERMS AND CONDITIONS OF THE STORM WATER RULE 5,AND THE CONDITIONS AND STANDARDS OF THIS EROSION CONTROL PLAN, SCHEDULE FORIMPLEMENTATION, AND THE CONSTRUCTION SITE EROSION CONTROL PLAN REPORT.12.ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600OF THE CITY OF INDIANAPOLIS STORMWATER SPECIFICATIONS MANUAL, LATEST EDITION.DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTORFROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL.13.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR.14.THE SITE WILL NOT REQUIRE DEWATERING ACTIVITIES. IN THE EVENT THAT DEWATERING ISREQUIRED, THE CONTRACTOR SHALL IMPLEMENT DEWATERING AS NECESSARY.15.PUBLIC AND PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT.BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREAWITH WATER. PROJECTS SUBJECT TO IDEM'S CSGP SHALL REMOVE SEDIMENT FROM PUBLICRIGHTS-OF-WAY NOT EXCLUSIVE OF CONSTRUCTION TRAFFIC AT THE END OF EACH DAY PERTHE CSGP REQUIREMENTS.INSERT INLET PROTECTIONDESCRIPTION & CALL SYMBOL:CONSTRUCTION ENTRANCEEROSION CONTROL LEGEND:DETAIL #/SH. #SILT FENCEDETAIL 02/C410SF//DETAIL ##/C410EROSION CONTROL MATPROPOSED RIPRAPDETAIL 01/C410DETAIL 03-05/C410DETAIL 07 & 08/C410IPSFRPEMCECONSTRUCTION STAGING AREASACONCRETE WASHOUT AREAWODETAIL 02/C410CONSTRUCTION BOUNDARYTPTREE PROTECTIONDETAIL ##/C410PERMANENT SEEDINGPSPROPERTY AREA: ±24.61DISTURBED AREA: ±3.36OFFSITE DISTURBED AREA: ±0TOTAL DISTURBED AREA: ±3.361" = 20'HTTPS://WWW.MADERDESIGNLLC.COM/
SheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033WhoWHOC410EROSION CONTROL DETAILS1" = ##'········································
SITE AREACONSTRUCTION PLAN - GENERAL PLAN COMPONENTS (SECTION A)A1: INDEX SHOWING LOCATIONS OF REQUIRED PLAN ELEMENTS·THIS SHEET SERVES AS THE INDEX FOR THE REQUIRED PLAN ELEMENTSA2: PROJECT VICINITY MAP·SEE COVER SHEET, C000A3: NATURE AND PURPOSE OF PROJECT·THIS DEVELOPMENT PROJECT IS LOCATED ON THE SOUTHERN PORTION OF THE EXISTING VENTURE CHRISTIAN CHURCH PROPERTY AT 14501 HAZELDELL PARKWAY IN CARMEL INDIANA AND INCLUDES THE ERECTION OF A PRE-FAB BUILDING FOR STORAGE AND USE AS A FOOD PANTRY ALONGWITH UPDATED SIDEWALK, LANDSCAPING, AND A SPORT COURT.A4: LATITUDE AND LONGITUDE (TO THE NEAREST 15 SECONDS)·PROJECT LATITUDE: 39°59'45"N·PROJECT LONGITUDE: 86°04'00"WA5: LEGAL DESCRIPTION OF PROJECT SITE·SEE OVER SHEET C000 FOR LEGAL DESCRIPTION·SECTION 21 TOWNSHIP 18 NORTH, RANGE 4 EAST 2ND PRINCIPAL MERIDIANA6: 11 X 17 PLAT SHOWING BUILDING LOT NUMBERS/ BOUNDARIES AND ROAD NAMES·SEE ATTACHED DOCUMENTSA7: BOUNDARIES OF THE 100 YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS·PROVIDE IF A STREAM IS LOCATED ON OR NEAR THE PROPERTYA8: LAND USE ADJACENT PROPERTIES·NORTH - MEDICAL·SOUTH - RESIDENTIAL·EAST - RESIDENTIAL·WEST - RESIDENTIALA9: U.S. EPA APPROVED OR ESTABLISHED TMDL·THE SITE DOES HAVE AN ESTABLISHED TOTAL MAXIMUM DAILY LOAD REPORT ESTABLISHED.··PLAN ID: 10891··NAME: WEST FORK WHITE RIVER (MUNCIE TO MARION CO LINE)··COMPLETED: 2004-04-09··TYPE: RESTORATION PLAN··STATUS: EPA FINAL ACTION··IMPAIRMENTS IDENTIFIED: E. COLIA10: RECEIVING WATERS·THE SITE DISCHARGES TO TWO PRIVATELY OWNED WATER QUALITY UNITS. IN ADDITION, THE SITE POTENTIALLY DRAINS TO THE EMILY VESTALDITCH STORM NETWORK, WHICH IS RECEIVED BY THE WHITE RIVER.A11: DISCHARGES TO WATER ON CURRENT 303(D) LIST·THIS SITE DOES/ DOES NOT DISCHARGE TO A WATERBODY ON THE CURRENT 303(d) LIST.··ASSESMENT UNIT ID: INW0175_07··WATERBODY CONDITION: IMPAIRED··EXISTING PLANS FOR RESTORATION: YES··YEAR REPORTED: 2022··TYPE OF WATER: STREAM··HUC: 05120201A12: SOIL MAPS SOIL DESCRIPTIONS·YbvA - BROOKSTON SILTY CLAY LOAM-URBAN LAND COMPLEX··THE BROOKSTON SERIES CONSISTS OF VERY DEEP, POORLY DRAINED SOILS FORMED IN AS MUCH AS 51 CM (20 INCHES) OF SILTY MATERIAL ANDTHE UNDERLYING LOAMY TILL IN DEPRESSIONS ON TILL PLAINS AND MORAINES. SLOPE RANGES FROM 0 TO 3 PERCENT.·YclA - CROSBY SILT LOAM, FINE-LOAMY SUBSOIL-URBAN LAND COMPLEX··THE CROSBY SERIES CONSISTS OF VERY DEEP, SOMEWHAT POORLY DRAINED SOILS THAT ARE MODERATELY DEEP TO DENSE TILL. CROSBYSOILS FORMED IN AS MUCH AS 56 CM (22 INCHES) OF LOESS OR OTHER SILTY MATERIAL AND IN THE UNDERLYING LOAMY TILL. THEY ARE ONTILL PLAINS. SLOPE RANGES FROM 0 TO 6 PERCENT.·YmsB2 - MIAMI SILT LOAM-URBAN LAND COMPLEX··THE MIAMI SERIES CONSISTS OF VERY DEEP, MODERATELY WELL DRAINED SOILS THAT ARE MODERATELY DEEP TO DENSE TILL. MIAMI SOILSFORMED IN AS MUCH AS 46 CM (18 INCHES) OF LOESS OR SILTY MATERIAL AND IN THE UNDERLYING LOAMY TILL. THEY ARE ON TILL PLAINS.SLOPE RANGES FROM 0 TO 60 PERCENT.·YoxA - OCKLEY SILT LOAM-URBAN LAND COMPLEX··THE OCKLEY SERIES CONSISTS OF VERY DEEP, WELL DRAINED SOILS THAT ARE DEEP OR VERY DEEP TO CALCAREOUS, STRATIFIED SANDY ANDGRAVELLY OUTWASH. OCKLEY SOILS FORMED IN AS MUCH AS 51 CM (20 INCHES) OF LOESS OR SILTY MATERIAL AND IN THE UNDERLYING LOAMYOUTWASH. THEY ARE COMMONLY ON STREAM TERRACES AND OUTWASH PLAINS, AND LESS COMMONLY ON KAME MORAINES AND ESKERS.SLOPE RANGES FROM 0 TO 30 PERCENT.·YoxB2 - OCKLEY SILT LOAM-URBAN LAND COMPLEX, ERODED··SEE THE OCKLEY SERIES.·YwqA - WESTLAND SILTY CLAY LOAM-URBAN LAND COMPLEX··THE WESTLAND SERIES CONSISTS OF VERY DEEP, POORLY DRAINED AND VERY POORLY DRAINED SOILS THAT ARE DEEP TO CALCAREOUS,STRATIFIED GRAVELLY AND SANDY OUTWASH. WESTLAND SOILS FORMED IN LOAMY MATERIAL THAT CAN BE CAPPED WITH AS MUCH AS 51 CM(20 INCHES) OF LOESS OR SILTY MATERIAL. THEY ARE IN DEPRESSIONS AND ON FLATS ON OUTWASH PLAINS, STREAM TERRACES, AND GLACIALDRAINAGE CHANNELS. SLOPE RANGES FROM 0 TO 1 PERCENT.A13: LOCATIONS OF WETLANDS, LAKES, AND WATER COURSES·HTTPS://FWSPRIMARY.WIM.USGS.GOV/WETLANDS/APPS/WETLANDS-MAPPER/A14: STATE OR FEDERAL WATER QUALITY PERMITS·CONSTRUCTION IN A FLOODWAY (IDNR): N/A·401 WATER QUALITY CERTIFICATION (IDEM): N/A·SECTION 404 PERMIT (USACOE): N/AA15: EXISTING COVER·THE PLAN SHOULD DELINEATE THE BOUNDARIES OF MAJOR VEGETATIVE COVER TYPES, SUCH AS CROP OR CROP RESIDUE, GRASS, BRUSH, TREES, ETC.IT IS NOT NECESSARY FOR THE PLAN TO IDENTIFY INDIVIDUAL VEGETATIVE SPECIES. AS A COMPONENT OF THE DELINEATION, THE PLAN PREPARERSHOULD EVALUATE THE AREAS TO DETERMINE IF NATURAL BUFFERS WILL REQUIRE PRESERVATION IN ACCORDANCE WITH THE CSGP.·HTTPS://WWW.IN.GOV/IDEM/STORMWATER/RESOURCES/STORMWATER-PROGRAM-TRANSITION-TO-MASTER-GENERAL-PERMITS/A16: EXISTING SITE TOPOGRAPHY·REFERENCE DEMOLITION AND TREE PROTECTION PLAN, SHEET D100A17: RUN-OFF ENTRY LOCATIONS·STORMWATER SHEET FLOWS ONTO THE SITE FROM THE SOUTHEAST AND SOUTHWEAST ADJACENT TO THE EXISTING PARKING LOT, AND FROM THEGRASS FIELD TO THE EAST OF THE SITE.·FOR ADDITIONAL INFORMATION REFERENCE DEMOLITION AND TREE PROTECTION PLAN, SHEET D100.A18: RUN-OFF DISCHARGE PRE-CONSTRUCTION·FOR ADDITIONAL INFORMATION REFERENCE DEMOLITION AND TREE PROTECTION PLAN, SHEET D100.A19: LOCATION OF EXISTING STRUCTURES·REFERENCE DEMOLITION AND TREE PROTECTION PLAN, SHEET D100.A20: LOCATION OF EXISTING RETENTION/DETENTION FACILITIES·REFERENCE DEMOLITION AND TREE PROTECTION PLAN, SHEET D100.A21: LOCATION OF DIRECT DISCHARGE·THESE AREAS INCLUDE SINKHOLES OR UNCAPPED ABANDONED WELLS, WHICH MAY BE LOCATED ON THE PROJECT SITE OR DOWNSTREAM OF THEPROJECT SITE AND COULD POTENTIALLY BE IMPACTED BY STORMWATER DISCHARGES. IT MAY ALSO INCLUDE EXISTING STORMWATERINFILTRATION SYSTEMS SUCH AS DRYWELLS·FOR ADDITIONAL INFORMATION REFERENCE DEMOLITION AND TREE PROTECTION PLAN, SHEET D100.A22: SIZE OF PROJECT·SEE COVER SHEET, C000A23: EXPECTED LAND DISTURBANCE·SEE COVER SHEET, C000A24: PROPOSED FINAL TOPOGRAPHY·SEE GRADING PLAN SHEET C300A25: APPROXIMATE BOUNDARIES OF DISTURBED AREA·SEE EROSION CONTROL PLAN SHEET C300A26: PROPOSED STORMWATER SYSTEM INFORMATION·REFER TO DRAINAGE AND UTILITY SHEETSA27: LOCATION OF STORMWATER AND NON-STORMWATER DISCHARGE·SEE GRADING AND EROSION CONTROL PLANS, SHEETS C300, C400-C401A28: PROPOSED SITE IMPROVEMENTS·REFER TO SITE PLAN AND UTILITY PLAN, SHEETS C200 & C500A29: SOIL STOCKPILE AND BORROW LOCATION·SEE EROSION CONTROL PLAN SHEETS C400-C401A30: CONSTRUCTION SUPPORT ACTIVITIES·SEE EROSION CONTROL PLAN SHEETS C400-C401A31: IN-STREAM ACTIVITIES·SEE EROSION CONTROL PLAN SHEETS C400-C401STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT (SECTION B)B1: POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH B1 CONSTRUCTION ACTIVITIESTHE MATERIALS AND SUBSTANCES LISTED BELOW ARE EXPECTED ON-SITE:·PAINTS, THINNERS, AND SOLVENTS - ENSURE THAT CONTAINERS HAVE LIDS SO THAT THEY CAN BE COVERED BEFORE PERIODS OF RAIN, AND KEEPCONTAINERS IN DRY, COVERED AREA WHENEVER POSSIBLE.·BATTERIES - STORE ONSITE IN DRY COVERED AREA AND DISPOSE OF PER MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH STATE, LOCALAND FEDERAL REGULATIONS.·AEROSOL SPRAY PRODUCTS - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONSOR OTHER PUBLIC AGENCY.·ADHESIVES - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS OR OTHERPUBLIC AGENCY.·BIOLOGICAL SOLID WASTE - TRAP IN CONTAINERS, CLEANED REGULARLY, AND DISPOSED OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERALREGULATIONS OR OTHER PUBLIC AGENCY. SCHEDULE WASTE COLLECTION MORE FREQUENTLY TO PREVENT CONTAINERS FROM OVERFILLING.UNTREATED, RAW SEWAGE OR SEPTIC WASTE SHOULD NEVER BE DISCHARGED OR BURIED ONSITE.·REGULATED PCB MATERIAL - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONSOR OTHER PUBLIC AGENCY.·MOTOR OIL - STORE PETROLEUM PRODUCTS FOR VEHICLES IN COVERED AREAS WITH LEAK-PROOF HEAVY DUTY PLASTIC LINER ON THE GROUND WITHDIKES IN PLACE TO CONTAIN AND SPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS. MOTOR OIL SHOULD BECHANGED IN A DESIGNATED AREA WITH A METAL CATCH PAN OF 4'X4'X8" MIN. AND PROPERLY DISPOSED OF.·ANTIFREEZE - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHERPUBLIC AGENCY.·FUEL - STORE FUEL FOR VEHICLES IN COVERED AREAS WITH LEAK-PROOF HEAVY DUTY PLASTIC ON THE GROUND WITH DIKES IN PLACE TO CONTAIN ANDSPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS.·BRAKE FLUIDS - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS OR OTHERPUBLIC AGENCY.·HYDRAULIC FLUIDS - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OROTHER PUBLIC AGENCY.·RUBBLE-ASPHALT/CONCRETE - DISPOSE OF IN PROPER CONTAINERS AND RECYCLE PER LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS.·LAND CLEARING DEBRIS - RECYCLE APPROPRIATELY IN APPROPRIATELY MARKED CONTAINERS AND SCHEDULE REGULAR PICKUP BEFORE OVERFILLINGOCCURS.·WASTE - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALL TRASH AND NON-RECYCLABLEMATERIALS SHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD BE EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DONOT THROW TRASH ON GROUND OR BURY MATERIALS ON SITE.·UNUSED BUILDING MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALLRECYCLABLE MATERIALS SHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD EMPTIED PERIODICALLY AND NOT ALLOWED TOOVERFILL. DO NOT BURY MATERIALS ON SITE.·CONCRETE (MASONRY) WASHOUT - CONCRETE WASHOUT AREAS SHOULD A BERMED, SELF CONTAINED AREA APPROXIMATELY 10'X10'X3' IN PLACE TOCONTAIN THE CONCRETE, BUT ALLOW THE WATER TO INFILTRATE THE GROUND. DRIED MATERIAL SHALL BE REMOVED AND DISPOSED OF PROPERLY.THE CONCRETE WASHOUT AREA SHALL BE LOCATED IN AN AREA WHERE FUTURE PAVEMENT WILL BE INSTALLED, BUT AWAY FROM STORMWATERSTRUCTURES AND WATER BODIES. SEE DETAIL.·FERTILIZERS/PESTICIDES/DETERGENTS - FERTILIZERS AND PESTICIDES WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THEMANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TIME TO STORM WATER. STORAGE WILL BE IN ACOVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAG OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS.THE ORIGINAL LABEL AND SAFETY INFORMATION WILL BE RETAINED. STORAGE AREAS SHALL BE BERMED TO CONTAIN SPILL FROM RUNNING INTOGROUNDWATER OR STORM SYSTEM.B2: CONSTRUCTION ENTRANCE LOCATION AND SPECS·SEE EROSION CONTROL PLAN & DETAIL SHEETS C400-C410B3: TEMPORARY AND PERMANENT STABILIZATION·SEE EROSION CONTROL PLAN & DETAIL SHEETS C400-C410, AND LANDSCAPING PLANS (AS PROVIDED)B4: SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW·SEE EROSION CONTROL PLAN & DETAIL SHEETS C400-C410B5: SEDIMENT CONTROL MEASURES FOR SHEET FLOW·SEE EROSION CONTROL PLAN & DETAIL SHEETS C400-C410B6: RUN-OFF CONTROL MEASURES·SEE EROSION CONTROL PLAN & DETAIL SHEETS C400-C410B7: STORMWATER OUTLET PROTECTION·SEE EROSION CONTROL PLAN & DETAIL SHEETS C400-C410B8: GRADE STABILIZATION STRUCTURES·SEE EROSION CONTROL PLAN & DETAIL SHEETS C400-C410B9: DEWATERING APPLICATIONS MANAGEMENT METHODS·IF DEWATERING ACTIVITIES ARE ANTICIPATED APPROPRIATE MEASURES SHOULD BE IDENTIFIED AND INCLUDED ON THE PLANS. THIS PLAN ELEMENT ISPRIMARILY ASSOCIATED WITH ACTIVITIES THAT INCLUDE PUMPING OF ACCUMULATED WATER ASSOCIATED WITH EXCAVATED AREAS.·THE SITE WILL/WILL NOT REQUIRE DEWATERING ACTIVITIES. IN THE EVENT THAT DEWATERING IS REQUIRED, THE CONTRACTOR SHALL IMPLEMENTDEWATERING AS NECESSARY.B10: MEASURES FOR UTILIZED FOR WORK WITHIN WATERBODIES·THE PLAN SHOULD IDENTIFY THE TYPE OF MEASURE(S) THAT ARE PROPOSED FOR ANY IN-STREAM ACTIVITIES. MEASURES INCLUDE, BUT ARE NOTLIMITED TO CROSSINGS, COFFERDAMS, ISOLATION OF WORK AREAS, OR OTHER MEASURES. IDENTIFY IF THE MEASURES ARE TEMPORARY ORPERMANENT. EACH PROPOSED MEASURE MUST INCLUDE THE LOCATION AND BE ACCOMPANIED BY CONSTRUCTION DETAILS AND SPECIFICATIONS.B11: MAINTENANCE GUIDELINES FOR PROPOSED STORMWATER QUALITY MEASURES·SEE DETAILS SHEETS C700 AND/ OR SPECIFICATIONS FOR MAINTENANCE INFORMATIONB12: PLANNED CONSTRUCTION SEQUENCE·THERE ARE THREE (3) CRITICAL PHASES OF CONSTRUCTION SEQUENCING THAT SHOULD BE IDENTIFIED WHICH INCLUDE INITIAL PERIMETERCONTROL, INTERIM EROSION AND SEDIMENT CONTROL, AND PROJECT COMPLETION. SPECIFIC DATES OF INSTALLATION ARE NOT NECESSARY OR ISTHE INTENT OF THIS REQUIREMENT. DETAILS ON CONSTRUCTION SEQUENCING CAN BE FOUND IN THE INDIANA STORMWATER QUALITY MANUAL ATHTTPS://WWW.IN.GOV/IDEM/STORMWATER/RESOURCES/INDIANA-STORMWATER-QUALITY-MANUAL/.B13: PROVISION FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS·THE CSGP PLACES SPECIFIC REQUIREMENTS ON ACTIVITIES CONDUCTED ON INDIVIDUAL BUILDING LOTS WITHIN A PROJECT SITE. THE PLAN SHOULDMEET THE MINIMUM LOT STANDARDS ESTABLISHED IN SECTION 3.8 OF THE CSGP. PLAN PREPARERS SHOULD TAKE INTO CONSIDERATION THE SIZE OFTHE LOTS AND TOPOGRAPHY (STEEPNESS) OF THE LOTS WHEN IDENTIFYING APPLICABLE STORMWATER QUALITY MEASURES. IF APPLICABLE- IF NOT,NAB14: MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1:·IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALLSUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATEAUTHORITIES BELOW:CONSTRUCTION EQUIPMENT·FUELING, LUBRICATION, AND FLUIDS, ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE COMPLETED IN A SINGLELOCATION SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION TO FACILITATE THE CLEANUP OF ANY SPILLS. IF AN OUTSIDE FUELING TANK ISPLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOWSPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED BY REMOVING ALLCONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF PER LOCAL, STATE, AND FEDERAL REQUIREMENTS. SPILLS ON HARD SURFACES SHALL BESOAKED UP BY AN ACCEPTABLE MATERIAL AND THE ABSORBENT MATERIAL DISPOSED OF PER LOCAL, STATE, AND FEDERAL REQUIREMENTS. THE SPILLSHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT.·EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULDALWAYS BE DONE OFF SITE AT A FACILITY DESIGNATED FOR SUCH REPAIRS AND IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS.WHEN EQUIPMENT MUST BE REPAIRED ON SITE, IT SHOULD BE MOVED TO THE FUELING AREA IF POSSIBLE, OTHERWISE, SUITABLE CONTAINERS SHOULDBE PLACED UNDER THE EQUIPMENT DURING REPAIR IN ORDER TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF PER LOCAL,STATE, AND FEDERAL REGULATIONS.·ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THEFLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTYDISPOSABLE CONTAINERS, SUCH AS GREASE TUBES, LUBRICATING OIL, AND BRAKE FLUID CONTAINERS AND THEIR PACKAGING, SHALL BE DISPOSED OFIN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE.CONSTRUCTION MATERIALS AND THEIR PACKAGING·EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCINGTO MINIMIZE SOIL EROSION. SOIL EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVEDUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHEROR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OFPERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE AND INLET PROTECTION SHALL BE REMOVED IN A MANNERTO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED.·LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ON SITEWASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF EACH DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWNACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWINGTHAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND AND WASTE PARTICLES COLLECTED ANDDISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THEFACILITY SHALL BE RECYCLED OR DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF THE PACKAGING AND INCORPORATED INTO THEPROJECT IMMEDIATELY OR STORED ON SITE FOR FUTURE USE. PACKAGED MATERIALS STORED ON SITE SHALL BE INSPECTED DAILY AND ANY LOOSEMATERIAL SHALL BE REPAIRED OR DISPOSED OF PROPERLY.·ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE WITH GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THEUSE OF DIRT BAGS (E.G. DANDY BAGS). THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, ANDDIRT WHILE PREVENTING THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM.·IF LIME OR OTHER POWDER SOIL STABILIZATION MATERIAL IS USED THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESSMATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN ON THESE PLANS.·NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAYSTRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE AMOUNT AND MANUFACTURER'S INSTRUCTIONS FOR APPLICATION.CONCRETE WASTE WATER·ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF ONLY IN DESIGNATED CONCRETE WASHOUT AREAS. CONCRETE WASTE WATER SHALL BEDISCHARGED INTO A 4'-HIGH, 10'-DIAMETER DOUGHNUT-TYPE MULCH BERM CONSTRUCTED OVER A POLYETHYLENE LINER. CONTRACTOR SHALL INSPECTTHIS LINER AND AREA ON A DAILY BASIS, AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED INTO ANACCEPTABLE CONTAINER, AND DISPOSED OF IN A PROPER MANNER.PAINT PRODUCTS·ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER DIRECTED BY THE MANUFACTURER. UNDER NOCIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS, ORDETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE SITE SUPERINTENDENT.B15: MATERIAL HANDLING AND STORAGE PROCEDURES·IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALLSUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATEAUTHORITIES BELOW:EMERGENCY RESPONSE911CARMEL FIRE DEPARTMENT(317) 571-2600CARMEL POLICE DEPARTMENT(317) 571-2500CARMEL STORMWATER DEPARTMENT(317) 571-2441CARMEL UTILITIES(317) 571-2442COUNTY SOIL AND WATER(317) 773-2181INDIANA DEPARTMENT OF NATURAL RESOURCES(887) 463-6367INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT(800) 451-6027STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENT (SECTION C)C1: POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH LAND USETHE MATERIALS AND SUBSTANCES LISTED BELOW ARE EXPECTED ON-SITE:·THE GREATEST AMOUNT OF POST CONSTRUCTION POLLUTANTS EXPECTED FROM THIS PROJECT WILL COME FROM THE VEHICLES THAT UTILIZE THE SITE.POTENTIAL POLLUTANTS FROM VEHICLES INCLUDE: GREASE, OIL, GASOLINE, DIESEL, ANTIFREEZE, BRAKE FLUID, METALS, RUBBER FRAGMENTS ANDOTHER HYDROCARBONS. ALSO SAND AND GRAVEL FROM ROADWAY SURFACES AND ROAD WEATHER TREATMENTS ARE ASSUMED. BACTERIA ANDOTHER BIOLOGICAL AGENTS FROM DUMPSTER AREAS AND LITTERING ARE ALSO CONSIDERED POTENTIAL POLLUTANTS.C2: PROPOSED POST-CONSTRUCTION STORMWATER MEASURES·STORM WATER WILL BE HANDLED THROUGH SWALES, END SECTIONS, AND YARD INLETS AROUND THE SITE. THE INLET ON THE SOUTHEAST CORNER OFTHE SITE CONNECTS TO AN EXISTING STORM PIPE THAT IS RECEIVED BY A DRY POND ON THE NORTHEAST CORNER OF THE PROPERTY.C3: PLAN DETAILS FOR EACH STORMWATER MEASURES·SEE DETAIL SHEETS C700C4: STORMWATER MEASURE IMPLEMENTATION SEQUENCE·THE PLAN SHOULD PROVIDE A SEQUENCE OF WHEN THE PROPOSED POST-CONSTRUCTION STORMWATER QUALITY MEASURES WILL BE INSTALLED.CONSIDER POST-CONSTRUCTION MEASURES, LIKE BASINS OR PONDS THAT CAN BE UTILIZED DURING CONSTRUCTION FOR SEDIMENT CONTROL. IFA MEASURE SERVES A DUAL PURPOSE THIS SHOULD BE IDENTIFIED IN THE SEQUENCING FOR CONSTRUCTION AND HOW AND WHEN IT WILL BEMODIFIED FOR USE AS A POST-CONSTRUCTION MEASURE.C5: MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES·REFER TO OPERATIONS AND MAINTENANCE MANUAL FOR INFORMATION ON POST-CONSTRUCTION MAINTENANCE MEASURES.C6: ENTITY RESPONSIBLE FOR OPERATION AND MAINTENANCE OF POST-CONSTRUCTION STORMWATER MEASURES·HAZEL DELL CHRISTIAN CHURCH, INC.SheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033WhoWHOC420STORM WATER POLLUTION PREVENTION PLAN1" = ##'
WWW SSSSSSSSSSSSSSEEEEEEEE EEEEESTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTA4-8" CONDUIT FOR APPROX. ROUTINGOF POWER & COMM.30" MIN. COVERCONNECT TO EXISTING SANITARYINV: 776.0BUILDING CLEANOUTINV: 779.06" SDR 35 PVCSAN LAT. @ 1.7%MAINTENANCEHANDHOLE (TYP.)1-1/4" WATER SERVICEPER CARMEL WATERSTANDARDS1-1/4" X 6" SERVICE LATERALCLEANOUTCLEANOUTPROPOSED BUILDING±3,855 SFFFE: 780.50REFERENCE MEP PLAN FOR TIE IN TOEXISTING ELECTRICAL & COMM LOCATION.1-1/4" VALVE1" PVC C900 WTR LINE.HOSE BIB PER MEP1" PVC C900 WTR LINE.HOSE BIB PER MEPEXISTING BUILDINGFFE: 780.43EXISTING BUILDINGFFE: 780.40EXISTING BUILDINGFFE: 780.45SheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033WhoCCHC500UTILITY PLANR UTILITY NOTES:1.THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THEEXISTING UTILITIES PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BEAPPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED,IMPLIED, OR NOT INDICATED ON THESE PLANS.2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIESENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CANBE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED ANDREPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER.3.BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTEDBY THE CONTRACTOR.4.WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THEVICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED ANDNOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THEDRAWINGS.5.FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED.6.ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER.7.MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE AND 10 FEET OF HORIZONTAL CLEARANCE SHALL BE PROVIDEDBETWEEN NEW WATER AND SANITARY SEWER LINES. MINIMUM CLEARANCE IS NOT PROVIDED THEN THE SEWER MUSTBE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PVC (SDR-26) PIPEWITH GASKETTED, COMPRESSION-TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE.8.NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE CONFORMING TO ASTMD2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM D-3303.9.WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THEVICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED ANDNOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THEDRAWINGS.10.IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITYOR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR ORCONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVEUNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. ALL ASSOCIATED BONDING REQUIREMENTS ANDCOSTS ARE INCIDENTAL TO THE CONTRACT.11.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OFCONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURINGTHE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS FROMACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.12.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OFTHE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.13.BUILDING CLEANOUTS LOCATED WITHIN A CONCRETE/ PAVED AREA SHALL BE INSTALLED WITH HEAVY-DUTY CASTING/LID PER CEG'S SANITARY STANDARDS MANUAL, LATEST EDITION.14.ANY PORTION OF THE SANITARY LATERAL INSTALLED UNDER CONCRETE OR PAVED AREAS MUST BE BACKFILLED WITHGRANULAR BACKFILL. PER PER CEG'S SANITARY STANDARDS MANUAL, LATEST EDITION.15.GREEN COLORED, 10-GAUGE SOLID COPPER INSULATED TRACER WIRE IS REQUIRED ON THE TOP OF ALL NEWLYINSTALLED LATERALS PER PER CEG'S SANITARY STANDARDS MANUAL, LATEST EDITION.16.NO STORM WATER SHALL BE ROUTED THROUGH THE DETENTION FACILITY UNTIL THE BMP IS INSTALLED AND FULLYFUNCTIONAL AND ALL CONSTRUCTION EROSION CONTROL FOR DISTURBED AREAS ARE INSTALLED TO ENSURE NOSEDIMENT BUILD-UP IN THE UNDERGROUND DETENTION STORAGE FACILITY. THE EROSION CONTROL METHODS ANDBMP'S MUST BE INSPECTED AFTER EACH RAIN EVENT AND REPAIRED OR CLEANED WHERE NECESSARY.17.THE BENCH WALLS FOR STORM MANHOLES AND INLETS SHALL FORM A DEFINED CHANNEL, TO A MINIMUM HEIGHT OF80% OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO FORM A 'U' SHAPED CHANNEL, CONSTRUCTED AT AMINIMUM 12 INCH PER FOOT SLOPE TO THE MANHOLE WALL.18.STORM SEWER MANHOLE COVERS SHALL HAVE THE WORDS 'STORM SEWER' CAST IN RECESSED LETTERS TWO (2)INCHES IN HEIGHT.INLET CASTINGS SHALL HAVE THE WORDS 'NO DUMPING. DRAINS TO STREAM' CAST IN RAISED ORRECESSED LETTERS AT A MINIMUM 1" IN HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS.19.WHERE CONNECTIONS ARE MADE TO EXISTING MANHOLES OR INLET STRUCTURES, THOSE STRUCTURES SHALL BEREHABILITATED OR REPLACED TO THOSE MINIMUM STANDARDS OUTLINED IN CHAPTERS 400 AND 500 OF THE CITY OFINDIANAPOLIS STORM WATER SPECIFICATIONS MANUAL, LATEST EDITION. THE REHABILITATION SHALL INCLUDE THEINSTALLATION OF BENCH WALLS, AS WELL AS PRESCRIBED MEASURES TO ELIMINATE THE POTENTIAL FOR MIGRATIONOF BACKFILL MATERIALS INTO THE STORM WATER SYSTEM.PROPOSED WATER VALVEDESCRIPTION:PROPOSED CLEAN OUTPROPOSED SANITARY MANHOLEPROPOSED UTILITY LEGEND:NOTES:PROPOSED ELECTRIC LINEEPROPOSED FIRE HYDRANTSTPROPOSED TELEPHONE LINEWPROPOSED WATER LINEGPROPOSED GAS LINEFPPROPOSED FIRE PROTECTION LINEPROPOSED TELEPHONE & ELECTRIC LINET/EWPROPOSED WATER METERGEPROPOSED GAS METERPROPOSED ELECTRIC METERTPROPOSED ELECTRIC TRANSFORMERPFDCPROPOSED POST INDICATOR VALVEPROPOSED FIRE DEPARTMENT CONNECTION1" = 20'( IN FEET )1 inch = ft.0NORTH20201020PROPOSED SANITARY LINESS
SheetProject No.DescriptionNo.Date
Professional Seal & SignatureLandWorx Engineering, LLC958 East Washington StreetSuite 100Indianapolis, Indiana 46202317.616.0177Client Name & AddressScale:Date:Checked By:Drawn By:LANDWORXSheetVENTURE CHRISTIAN CHURCH
14501 HAZEL DELL PARKWAY00/00/0000LW-00402MADER DESIGN302 MAIN STREET----BEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033WhoWHOC700CONSTRUCTION DETAILS1" = ##'NOTE: THE BENCHWALL SHALL FORM A DEFINED CHANNEL, TO A MINIMUM HEIGHTOF 80% OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO FORM A "U"SHAPED CHANNEL, CONSTRUCTED AT A MINIMUM 1/2-INCH PER FOOT SLOPE TOTHE MANHOLE WALL.2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343Phone (888) 344-9044 Fax (423) 826-2112www.aquashieldinc.comStructure #:Drawn By:Scale:Date:RvwedRvw. DateU.S. Patent No. 6524473 and other Patent PendingAqua-Swirl® XCeleratorAs ShownOFloresStandard Detail2/24/2021XC-3 CCWXC-3 STDAqua-Swirl® Polymer Coated Steel (PCS)Stormwater Treatment System12 in[305 mm]Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS48 in[1219 mm] Min.Gravel BackfillConcreteWrap Compressible ExpansionJoint Material to a minimum1/2-inch [13 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.RiserSoilCoverFrame1/2 in[13 mm]1/2 in[13 mm]Place small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.Backfill (90%Proctor Density)8 in[203 mm]4 1/2 in[114 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.Manhole Frame & Cover DetailFor Traffic Loading AreasNTSCoverFrame48 in[1219 mm] Min.Backfill (90%Proctor Density)3,000 psi [20 MPa](min) Concrete#4 [13 mm] Rebar@ 6 in [152 mm]Each Way30 in [762 mm]Riser1/2 in[13 mm]4 1/2 in[114 mm]14 in[356 mm]1/2 in [13 mm] ThickExpansion JointMaterialIf traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]diameter, 14-inch [356 mm] thick reinforced concrete pad must beplaced over the Stormwater Treatment System Riser to support andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimum1/2-inch [13 mm] thickness to allow transfer of wheel loads frommanhole cover to concrete slab. Manhole cover shall bear on concreteslab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]reinforcing steel as shown. Minimum cover over reinforcing steel shallbe 1-inch [25 mm]. Top of manhole cover and concrete slab shall belevel with finish grade.Please see accompanied Aqua-Swirl® specification notes. See SitePlan for actual System orientation. Approximate dry (pick) weight:1500 lbs [700 kg].Backfill shall extend at least 18inches [457 mm] outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)11As an alternative, 42 in [1067 mm] diameter, HS-20/25rated precast concrete rings may be substituted. 14 in[356 mm] thickness must be maintained.XC-3 inlet/outlet pipe size ranges up to 21 in [533 mm].XC-3 chamber height may vary up to 86 in [2184 mm],depending on inlet/outlet pipe size.Orientation may vary from a minimum of 90° to amaximum of 180°. Clockwise or counterclockwiseorientation as needed.2332Plan ViewSCALE 1:40 54 in[1372 mm] 54 in[1372 mm] n21 in[533 mm]2Octagonal Base Plate Ø42 in[Ø107 mm]Elevation ViewSCALE 1:40 86 in[2184 mm]VariesVaries 5 MH Frame[127 mm] n30 in[762 mm]Band Couplerby Manufacturer.(as needed)RiserManhole Frame andCover by Manufacturer.(See Details)Rim elevations tomatch finish grade. 53 in[1346 mm]Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.44el. VariesInlet/Outlet Invertel. Variesel. VariesGrade (Rim) el. Varies n42 in[1067 mm]Projected ViewSCALE 1:70Optional inletorientations available(See note 4) n21 in[533 mm]180°Lifting LugsLifting LugsBackfillBeddingUndisturbed soil18 in[457 mm]6 in[152 mm]