HomeMy WebLinkAboutVenture Christian Church Additions Full Set>SITE 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)06/18/2024C700 ------------------- CONSTRUCTION DETAILSLEGAL DESCRIPTION19.21 ACRESSECTION 22, TOWNSHIP 18, RANGE 4PARCEL NUMBER: 16-10-22-00-00-003.000STATE PARCEL NUMBER: 29-10-22-000-003.000-018LANDWORXLANDWORX ENGINEERING, LLC958 EAST WASHINGTON STREETSUITE 100INDIANAPOLIS, INDIANA 46202317.616.0177BEN.HOULE@LANDWORXENG.COMCIVIL 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 COUNTYUTILITY 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: 3618" HDPE: 20STRUCTURES (EACH)OUTLET CONTROL 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 PARKWAY07/10/2024LW-00402MADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/CARMEL, IN 46033BJHLPCC000COVER SHEETNTSC420 -------------------- STORM WATER POLLUTION PREVENTION PLAN--C401 -------------------- EROSION CONTROL PLAN±2.08-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 4603206/05/202406/05/202406/05/202406/05/202406/05/202407/10/202407/10/202407/10/202407/10/202407/10/202407/10/202407/10/2024C300A ------------------ OVERALL GRADING & DRAINAGE PLAN-07/10/2024C301 -------------------- STORM PLAN & PROFILES-07/10/2024CITY OF CARMEL NOTES1.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.2.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THISDEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THEPAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILLBE BORNE BY THE DEVELOPER.3.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.4.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OFTHE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFFNOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THEAUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.SITE INFORMATION:ZONINGS1SETBACK DISTANCES (FEET)FRONT YARD:40REAR YARD:15SIDE YARD:2001 PER CITY COMMENTS 06/05/2404
02 PER CITY COMMENTS 06/18/24
03 PER CITY COMMENTS 07/03/24VENTURE CHRISTIAN CHURCH14501 HAZEL DELL PARKWAYCARMEL, INDIANA 46033(317) 846-9828PASTOR DANIEL SHELTONDANIEL@VENTURECHRISTIAN.CHURCH04 PER CITY COMMENTS 07/10/247/24/2024
7/24/2024
7/24/2024
7/24/2024
7/24/2024
7/24/2024
7/24/2024
PROPOSEDBUILDING±3,855 SFMFPG: 780.40FFE: 780.50EXISTING BUILDINGFFE: 780.43EXISTINGBUILDINGFFE: 780.40EXISTINGBUILDINGFFE: 780.45>>>>>>>>>>>>>>>>779779780780780780780780
77
9
778
778779780
778779780
EXISTING VEGETATIVESWALE WATER QUALITY BMPCONSTRUCTION BOUNDARYCONSTRUCTION BOUNDARYCONSTRUCTION BOUNDARYEXISTING DRY DETENTIONBASINTOP OF BANK: 774.20MFPG: 776.03MLAG: 776.03100-YR: 774.03TOP OF WEIR: 774.22WEIR SPILLWAY ELEV.: 773.7218" OUTLET INV.: 766.457
8
020' PROP. ACCESSEASEMENTOVERFLOW @ 779.40'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 PARKWAY07/10/2024LW-00402CARMEL, IN 46033BJHLPCC300AOVERALL GRADING & DRAINAGE PLANR1" = 50'( IN FEET )1 inch = ft.050502550MADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/01 PER CITY COMMENTS 06/05/24
02 PER CITY COMMENTS 06/18/24 DRAINAGE SUMMARY:BASIC DRAINAGE CONDITIONS:-DISTURBED AREA IS APPROXIMATELY 1.0-AC OF THE OVERALL 24.6-AC PROPERTY.EFFECTIVE SIZES OF EXISTING DRAINAGE AREAS ARE NOT CHANGING SIGNIFICANTLY.EXISTING CONDITIONS INCLUDED TEMPORARY CLASSROOM TRAILERS AND A GRAVELPARKING LOT - BOT OF WHICH WILL BE REMOVED WITH THIS PROJECT AND GENERALLYREPLACED WITH GRASS.-THE NORTHERN AREA REPLACES EXISTING WALK AND LANDSCAPING WITH A CURVILINEARWALK, BENCH SEATING, AND UPGRADED LANDSCAPING WHICH WILL DRAIN THROUGH ANEXISTING INLET AND CULVERT TO THE NORTH AND INTO AN EXISTING RAIN GARDEN AREAAND DRY DETENTION BASIN AS PREVIOUSLY DESIGNED (APPROX. 1000SF LESSIMPERVIOUS).-THE SOUTHERN PORTION ADDS A MULTI-PURPOSE COURT AND SMALL FOOD BANK BUILDINGAND THE PRIOR SWALE HAS BEEN REPLACED WITH AN INFILTRATION TRENCH WHICH WILLOUTFALL INTO THE EXISTING SWALE TO THE EAST.EX. 10-YR FLOW IN SWALE = 5.54 CFSPROPOSED 10-YR FLOW FROM IMPROVED SITE TO SWALE = 6.02 CFSOVERALL MASTER PLAN WEIGHTED CN VALUE = 78OVERALL CURRENT/EX WEIGHTED CN VALUE = 75.57OVERALL PROPOSED WEIGHTED CN VALUE = 76.12FUTURE PARKING IMPERVIOUS ACCOUNTED FOR IN EX VEG SWALE = 0.86-ACPROPOSED IMPERVIOUS COVER BEING SENT TO TREATMENT = 0.495-ACREMAINDER IMPERVIOUS STILL AVAILABLE FOR FUTURE PARKING = 0.365-ACINV = STORM INVERTBC = BOTTOM OF CURBEP = EDGE OF PVMT.EXISTING CONTOURPROPOSED CONTOURABBREVIATIONSDESCRIPTION:PROPOSED CURB ELEVATIONPROPOSED SPOTPROPOSED GRADING LEGEND:PROPOSED BEEHIVE INLETDETAIL 03/C700CONCRETE END SECTION800>CONSTRUCTION EXTENTSME = MATCH EXISTINGDESCRIPTION:DETAIL #/SH. #TC = TOP OF CURBPROPOSED FLOWLINEFL = FLOWLINEPROPOSED UNDERDRAINSTPROPOSED STORM SEWERTOR = TOP OF RIM(PAVEMENT ELEVATION)712.50712.00713.00DETAIL 01/C700HAMILTON COUNTY STANDARDS D-12FLOOD ROUTINGTCBC80004 PER CITY COMMENTS 07/10/247/24/2024
PROPOSED BUILDING±3,855 SFMFPG: 780.40FFE: 780.5018' OF 12" HDPE @ 0.50%18' OF 12" HDPE @ 0.50%EXISTING BUILDINGFFE: 780.43EXISTING BUILDINGFFE: 780.40EXISTING BUILDINGFFE: 780.45>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>780.42???780.42780.45780.45780.45780.48780.40780.48780.42780.43780.48780.30780.34780.34780.34780.00780.25780.06780.30780.30779.60779.41778.85779.03779.38M.E. 780.01±M.E. 779.44±M.E. 779.49±M.E. 779.65±M.E. 779.99±M.E. 779.74±779.42779.39780.20780.20780.28780.39780.28M.E. 779.76±M.E. 780.32±M.E. 780.30±M.E. 779.95±780.05780.00779.99780.08780.20779.77780.20780.05780.20780.10780.20780.10780.20780.00780.20780.00780.20780.20M.E. 780.19±M.E. 780.50±780.01780.20M.E. 780.24±780.01M.E. 782.07±M.E. 780.33±M.E. 780.10±M.E. 780.29±M.E. 780.34±M.E. 780.32±779.72779.90779.31779.48780.201.00%
1.07%7797797807807807
8
0
780
778 779780780
780
7
8
0
778
778
779779
3.17%
779779
20' OF 18" HDPE @ 0.50%SEE STORM PLAN & PROFILE, LINE A, SHEET C701SEE STORM PLAN & PROFILE, LINE B, SHEET C701CONTRACTOR SHALL INSTALL DEBRISGUARD PER HAMILTON CO SURVEYORSOFFICE STANDARDS DETAIL D-12(TYP.)779.22779.52 10' BMP EASEMENTM.E. 779.47±M.E. 779.36±M.E. 779.94±M.E. 778.91±778.77M.E. 778.53±778.94M.E. 780.86±778.96INV: 777.47INV: 777.43INV: 777.39INV: 777.384.5' INFILTRATION TRENCH4.5' INFILTRATION TRENCH780.02779.95780.08780.20APPROXIMATE LOCATIONOF EXISTING WALKROOF DRAINROOF DRAININV: 778.00ES04END SECTIONINV(SE):777.90ES03END SECTIONINV(NW):777.81ST01TOR:779.55INV(E):776.41INV(W):776.91INV(N):776.91ES02END SECTIONINV(S):777.00ES01END SECTIONINV(W):776.31STORM CLEANOUTINV(E):777.14INV(W):777.14STORM CLEANOUTINV(E):777.14INV(NW):777.14STORM CLEANOUTINV(N):777.38INV(E):777.38INV(W):777.38STORM CLEANOUTINV(N):777.32INV(S):777.32INV(W):777.32INV(E):777.32STORM CLEANOUTINV(E):777.41INV(W):776.3418' OF 12" HDPE @ 0.50%18' OF 12" HDPE @ 0.50%±100' 6" UNDERDRAINBOUNDARY OF GRADINGBOUNDARY OF GRADINGBOUNDARY OF GRADING779.40SheetProject 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 PARKWAY07/10/2024LW-00402CARMEL, IN 46033BJHLPCC300GRADING & DRAINAGE PLANR INV = STORM INVERTBC = BOTTOM OF CURBEP = EDGE OF PVMT.EXISTING CONTOURPROPOSED CONTOURABBREVIATIONSDESCRIPTION:PROPOSED CURB ELEVATIONPROPOSED SPOTPROPOSED GRADING LEGEND:PROPOSED BEEHIVE INLETDETAIL 03/C700CONCRETE END SECTION800>PROPOSED GRADE BREAKME = MATCH EXISTINGDESCRIPTION:DETAIL #/SH. #TC = TOP OF CURBPROPOSED FLOWLINEFL = FLOWLINEPROPOSED UNDERDRAINSTPROPOSED STORM SEWERTOR = TOP OF RIM(PAVEMENT ELEVATION)712.50712.00713.00800DETAIL 01/C700HAMILTON COUNTY STANDARDS D-12DRAINAGE 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.17.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THEDEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN ACONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITHTHE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.1" = 20'( IN FEET )1 inch = ft.020201020NOTE:SITE IS IN ZONE X, AREA OF MINIMUM HAZARDPER FEMA FLOOD INSURANCE RATE MAP 18057C0227GEFFECTIVE 11/19/2024PROPOSED STORM SYSTEM IS PRIVATE.MADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/01 PER CITY COMMENTS 06/05/24
02 PER CITY COMMENTS 06/18/2404
03 PER CITY COMMENTS 07/03/24
04 PER CITY COMMENTS 07/10/247/24/2024
>>>>>>STST>>
>
>
>
0
+
0
0
0+700+250+50ES02END SECTIONINV(S):777.00ES01END SECTIONINV(W):776.3118' OF 12" HDPE @ 0.50%20' OF 18" HDPE @ 0.50%ST010+36 - ATOR:779.55INV(E):776.41INV(W):776.91INV(N):776.91777
778778778
779ST>>>>0+000+500+2518' OF 12" HDPE @ 0.50%ES04END SECTIONINV(SE):777.90ES03END SECTIONINV(NW):777.81780778778779779780779779PROFILE VIEW OF ALIGNMENT A770771772773774775776777778779780781782783784785770771772773774775776777778779780781782783784785-0+100+000+250+500+750+80-0+10.00
0+00.00
777.22
0+25.00
778.13
0+50.00
777.96
0+75.00
0+80.00 ST010+36 - ATOR:779.55INV(E):776.41INV(W):776.91INV(N):776.91HGL (UPSTREAM): 778.02HGL (DOWNSTREAM): 777.86ES020+54 - AEND SECTIONINV(S):777.00HGL: 778.11ES010+16 - AEND SECTIONINV(W):776.31HGL: 777.8120' OF 18" HDPE @ 0.50%18' OF 12" HDPE @ 0.50%PROPOSED GRADEEXISTING GRADEHGL ELEVATIONPROFILE VIEW OF ALIGNMENT B770771772773774775776777778779780781782783784785770771772773774775776777778779780781782783784785-0+100+000+250+500+60-0+10.00
0+00.00
778.98
0+25.00
778.95
0+50.00
0+60.00 ES030+16 - BEND SECTIONINV(NW):777.81HGL: 778.36ES040+34 - BEND SECTIONINV(SE):777.90HGL: 778.4518' OF 12" HDPE @ 0.50%PROPOSED GRADEEXISTING GRADEHGL ELEVATIONSTORM STRUCTURE DATA TABLEENDSECTION NO.ES01ES02ES03ES04DESCRIPTION:18" END SECTION12" END SECTION12" END SECTION12" END SECTIONCONNECTING PIPES:PIPE 03 - 18 LF12" HDPE @ 0.50%INV:777.90LOCATION:N:1729908.6638E:215639.0455N:1729925.3103E:215618.9221N:1729985.0140E:215587.5598N:1729992.6015E:215571.2372STORM STRUCTURE DATA TABLE:STRUCTURE NAME:ST0148" OUTLET CONTROL STRUCTURETOP OF RIM:779.55INVERTS:776.41 (E)776.91 (W)776.91 (N)CASTING TYPE:R-1772LOCATION:N:1729907.3103E:215618.9221SheetProject 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 PARKWAY07/10/2024LW-00402CARMEL, IN 46033BJHLPCC301STORM PLANS & PROFILESAS NOTED0SCALE: 1" = 'NORTH10510PLAN & PROFILE LINE ASTA 0+00-70+00100SCALE: 1" = 'NORTH10510PLAN & PROFILE LINE BSTA 0+00-50+0010MADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/01 PER CITY COMMENTS 06/05/24
02 PER CITY COMMENTS 06/18/24
03 PER CITY COMMENTS 07/03/240404040404
04 PER CITY COMMENTS 07/10/247/24/2024
SACESFSFSFSFSFSFSFSFSF
CBCBCBSFIPIPIPSTSTSFSFSFSFSFSFSF
SFSFTPTPTPSF SFTPTPCBCBIPSheetProject 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 PARKWAY07/10/2024LW-00402CARMEL, IN 46033BJHLPCC400PRE CONSTRUCTION EROSION CONTROL PLANR EROSION CONTROL NOTES:1.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TOCURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE,COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HASJURISDICTION.2.LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDINGREGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.3.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THECONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENTSOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION ANDSEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMEDNECESSARY BY ON-SITE INSPECTION.4.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROLPRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVINGSTREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN AMANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.5.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TOBE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPERDISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS ISREQUIRED.6.SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALLBE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOTINCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BERETURNED TO THE SITE FOR DISPOSAL.7.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICESSHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACHRAINFALL EVENT, AND AT LEAST ONCE A WEEK.8.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTEDBY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITHFILTER FABRIC.9.ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHINCONSTRUCTION AREA SHALL BE 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 BEKEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOONAS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USEDTO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOTBE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21DAYS OR AS DIRECTED BY THE ENGINEER.TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TOOCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR.PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSIONCONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYSAFTER FINAL GRADING OR AS SOON AS POSSIBLE.11.INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENTFIRMS, GRADING OR EXCAVATING CONTRACTORS, AND ALL OTHERCONTRACTORS WITH PRIMARY OVERSIGHT ON INDIVIDUAL BUILDINGLOTS OF THE TERMS AND CONDITIONS OF THE STORM WATER RULE 5,AND THE CONDITIONS AND STANDARDS OF THIS EROSION CONTROLPLAN, SCHEDULE FOR IMPLEMENTATION, AND THE CONSTRUCTION SITEEROSION CONTROL PLAN REPORT.12.ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCEWITH CHAPTER 600 OF THE CITY OF INDIANAPOLIS STORMWATERSPECIFICATIONS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THEPLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROMADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL.13.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIREDBY THE INSPECTOR.14.THE SITE WILL NOT REQUIRE DEWATERING ACTIVITIES. IN THE EVENTTHAT DEWATERING IS REQUIRED, THE CONTRACTOR SHALL IMPLEMENTDEWATERING AS NECESSARY.15.PUBLIC AND PRIVATE ROADWAYS SHALL BE KEPT CLEARED OFACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENTSHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. PROJECTSSUBJECT TO IDEM'S CSGP SHALL REMOVE SEDIMENT FROM PUBLICRIGHTS-OF-WAY NOT EXCLUSIVE OF CONSTRUCTION TRAFFIC AT THE ENDOF EACH DAY PER THE CSGP REQUIREMENTS.16.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.1" = 20'NOTE:SITE IS IN ZONE X, AREA OF MINIMUM HAZARDPER FEMA FLOOD INSURANCE RATE MAP 18057C0227GEFFECTIVE 11/19/2024PROPERTY AREA: ±24.61 ACRESDISTURBED AREA: ±2.08OFFSITE DISTURBED AREA: ±0TOTAL DISTURBED AREA: ±2.08( IN FEET )1 inch = ft.020102020MADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/01 PER CITY COMMENTS 06/05/24 03INSERT INLET PROTECTIONDESCRIPTION & CALL SYMBOL:CONSTRUCTION ENTRANCEEROSION CONTROL LEGEND:DETAIL #/SH. #SILT FENCEDETAIL 02/C410SF//DETAIL 09 & 10/C410EROSION CONTROL MATPROPOSED RIPRAPDETAIL 01/C410DETAIL 03-05/C410DETAIL 11 & 12/C410IPSFRPEMCECONSTRUCTION STAGING AREASACONCRETE WASHOUT AREAWODETAIL 06/C410CONSTRUCTION BOUNDARYTPTREE PROTECTIONDETAIL 08/C410PERMANENT SEEDINGPSSEDIMENT CONTROL TUBEDETAIL 07/C410ST0202 PER CITY COMMENTS 06/18/24 0303 PER CITY COMMENTS 07/03/24
04 PER CITY COMMENTS 07/10/247/24/2024
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSF
SFSFSF SF779779779780
778
778
779779
778779779780779780 780
779SFSFS
F
S
F
S
F
S
F
SFSFSFSFSF
SF
SF
SF
CBSFCBSFCBSFCBSFWOSARPRPRPPSPSPSPSPSIPIPIPIPRPSTSTTPTPTPTPTPCE779779
779 4.5' INFILTRATION TRENCH4.5' INFILTRATION TRENCH( IN FEET )1 inch = ft.020102020SheetProject 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 PARKWAY07/10/2024LW-00402CARMEL, IN 46033BJHLPCC401EROSION CONTROL PLANR EROSION CONTROL NOTES:1.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TOCURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE,COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.2.LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDINGREGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.3.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTORSHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENTFROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROLMEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITEINSPECTION.4.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROLPRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVINGSTREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN AMANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.5.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BECARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OFALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED.6.SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BEMINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDEFLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THESITE FOR DISPOSAL.7.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICESSHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALLEVENT, AND AT LEAST ONCE A WEEK.8.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTEDBY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITHFILTER FABRIC.9.ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHINCONSTRUCTION AREA SHALL BE 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 BEKEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOONAS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USEDTO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BESEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYSOR AS DIRECTED BY THE ENGINEER.TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENTAND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICESSHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING ORAS SOON AS POSSIBLE.11.INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS,GRADING OR EXCAVATING CONTRACTORS, AND ALL OTHER CONTRACTORSWITH PRIMARY OVERSIGHT ON INDIVIDUAL BUILDING LOTS OF THE TERMSAND CONDITIONS OF THE STORM WATER RULE 5, AND THE CONDITIONS ANDSTANDARDS OF THIS EROSION CONTROL PLAN, SCHEDULE FORIMPLEMENTATION, AND THE CONSTRUCTION SITE EROSION CONTROL PLANREPORT.12.ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCEWITH CHAPTER 600 OF THE CITY OF INDIANAPOLIS STORMWATER SPECIFICATIONSMANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUALSHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTSAS SET FORTH IN THE MANUAL.13.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BYTHE INSPECTOR.14.THE SITE WILL NOT REQUIRE DEWATERING ACTIVITIES. IN THE EVENT THATDEWATERING IS REQUIRED, THE CONTRACTOR SHALL IMPLEMENTDEWATERING AS NECESSARY.15.PUBLIC AND PRIVATE ROADWAYS SHALL BE KEPT CLEARED OFACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENTSHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. PROJECTS SUBJECTTO IDEM'S CSGP SHALL REMOVE SEDIMENT FROM PUBLIC RIGHTS-OF-WAYNOT EXCLUSIVE OF CONSTRUCTION TRAFFIC AT THE END OF EACH DAY PERTHE CSGP REQUIREMENTS.16.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.PROPERTY AREA: ±24.61 ACRESDISTURBED AREA: ±2.08OFFSITE DISTURBED AREA: ±0TOTAL DISTURBED AREA: ±2.081" = 20'NOTE:SITE IS IN ZONE X, AREA OF MINIMUM HAZARDPER FEMA FLOOD INSURANCE RATE MAP 18057C0227GEFFECTIVE 11/19/2024MADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/01 PER CITY COMMENTS 06/05/24 INSERT INLET PROTECTIONDESCRIPTION & CALL SYMBOL:CONSTRUCTION ENTRANCEEROSION CONTROL LEGEND:DETAIL #/SH. #SILT FENCEDETAIL 02/C410SF//DETAIL 09 & 10/C410EROSION CONTROL MATPROPOSED RIPRAPDETAIL 01/C410DETAIL 03-05/C410DETAIL 11 & 12/C410IPSFRPEMCECONSTRUCTION STAGING AREASACONCRETE WASHOUT AREAWODETAIL 06/C410CONSTRUCTION BOUNDARYTPTREE PROTECTIONDETAIL 08/C410PERMANENT SEEDINGPSSEDIMENT CONTROL TUBEDETAIL 07/C410ST02 PER CITY COMMENTS 06/18/24 030303 PER CITY COMMENTS 07/03/240303
04 PER CITY COMMENTS 07/10/247/24/2024
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 PARKWAY07/10/2024LW-00402CARMEL, IN 46033BJHLPCC410EROSION CONTROL DETAILSNTS···············································NOTE: THE DANDY CURB SACKÔ WILL BE FROM A WOVENMONOFILAMENT FABRIC.MADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/01 PER CITY COMMENTS 06/05/24···1' (MIN)1' (MIN)0202 PER CITY COMMENTS 06/18/24
04 PER CITY COMMENTS 07/10/247/24/2024
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 HAZEL DELL PARKWAYIN CARMEL INDIANA AND INCLUDES THE ERECTION OF A PRE-FAB BUILDING FOR STORAGE AND USE AS A FOOD PANTRY ALONG WITH 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·THERE ARE STREAMS ON OR NEAR THE PROPERTY.A8: LAND USE ADJACENT PROPERTIES·NORTH - MEDICAL·SOUTH - RESIDENTIAL·EAST - RESIDENTIAL·WEST - RESIDENTIALA9: U.S. EPA APPROVED OR ESTABLISHED TMDL·THE SITE DOES NOT IMMEDIATELY DISCHARGE TO A WATERBODY WITH AN ESTABLISHED TMDL. HOWEVER, DRAINAGE FORM THE SITE IS RECEIVED BY THE WESTFORK OF THE WHITE RIVER.·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 DRAINS TO THE EMILY VESTAL DITCH, WHICH IS RECEIVED BY THEWHITE RIVER.A11: DISCHARGES TO WATER ON CURRENT 303(D) LIST·THIS SITE DOES NOT IMMEDIATELY DISCHARGE TO A WATERBODY ON THE CURRENT 303(d) LIST. HOWEVER, THE SITE IS ULTIMATELY RECEIVED BY THE WEST FORKOF THE WHITE RIVER.··ASSESSMENT 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 AND THEUNDERLYING 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. CROSBY SOILS FORMED IN ASMUCH AS 56 CM (22 INCHES) OF LOESS OR OTHER SILTY MATERIAL AND IN THE UNDERLYING LOAMY TILL. THEY ARE ON TILL PLAINS. SLOPE RANGES FROM 0 TO 6PERCENT.·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 SOILS FORMED IN AS MUCHAS 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 AND GRAVELLYOUTWASH. OCKLEY SOILS FORMED IN AS MUCH AS 51 CM (20 INCHES) OF LOESS OR SILTY MATERIAL AND IN THE UNDERLYING LOAMY OUTWASH. THEY ARECOMMONLY 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 GRAVELLYAND SANDY OUTWASH. WESTLAND SOILS FORMED IN LOAMY MATERIAL THAT CAN BE CAPPED WITH AS MUCH AS 51 CM (20 INCHES) OF LOESS OR SILTYMATERIAL. THEY ARE IN DEPRESSIONS AND ON FLATS ON OUTWASH PLAINS, STREAM TERRACES, AND GLACIAL DRAINAGE CHANNELS. SLOPE RANGES FROM 0TO 1 PERCENT.A13: LOCATIONS OF WETLANDS, LAKES, AND WATER COURSES·THE EMILY VESTAL DITCH LIES 0.3 ±MILES EAST OF THE PROJECT SITE.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 SITE IS MOSTLY COVERED IN GRASSY FIELD WITH SPARSE TREE COVER. A PORTION BETWEEN THE EXISTING BUILDING AND EXISTING PARKING LOT BEINGCOVERED WITH GRAVEL.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 SOUTHWEST ADJACENT TO THE EXISTING PARKING LOT, AND FROM THE GRASS FIELD TO THEEAST 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·THIS PROJECT DISCHARGES TO TWO ONSITE BMP'S AND THEN WEST TO THE OFFSITE EMILY VESTAL DITCH.·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 KEEP CONTAINERS IN DRY,COVERED AREA WHENEVER POSSIBLE.·BATTERIES - STORE ONSITE IN DRY COVERED AREA AND DISPOSE OF PER MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH STATE, LOCAL AND FEDERALREGULATIONS.·AEROSOL SPRAY PRODUCTS - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS OR OTHERPUBLIC AGENCY.·ADHESIVES - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY.·BIOLOGICAL SOLID WASTE - TRAP IN CONTAINERS, CLEANED REGULARLY, AND DISPOSED OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OROTHER PUBLIC AGENCY. SCHEDULE WASTE COLLECTION MORE FREQUENTLY TO PREVENT CONTAINERS FROM OVERFILLING. UNTREATED, RAW SEWAGE OR SEPTICWASTE SHOULD NEVER BE DISCHARGED OR BURIED ONSITE.·REGULATED PCB MATERIAL - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS OR OTHER PUBLICAGENCY.·MOTOR OIL - STORE PETROLEUM PRODUCTS FOR VEHICLES IN COVERED AREAS WITH LEAK-PROOF HEAVY DUTY PLASTIC LINER ON THE GROUND WITH DIKES IN PLACETO CONTAIN AND SPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS. MOTOR OIL SHOULD BE CHANGED IN A DESIGNATED AREA WITHA 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 OTHER PUBLIC AGENCY.·FUEL - STORE FUEL FOR VEHICLES IN COVERED AREAS WITH LEAK-PROOF HEAVY DUTY PLASTIC ON THE GROUND WITH DIKES IN PLACE TO CONTAIN AND SPILLS.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 OTHER PUBLIC AGENCY.·HYDRAULIC FLUIDS - STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLICAGENCY.·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 OVERFILLING OCCURS.·WASTE - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALL TRASH AND NON-RECYCLABLE MATERIALS SHALLBE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD BE EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT THROW TRASH ON GROUND ORBURY MATERIALS ON SITE.·UNUSED BUILDING MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALL RECYCLABLE MATERIALSSHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT BURY MATERIALS ON SITE.·CONCRETE (MASONRY) WASHOUT - CONCRETE WASHOUT AREAS SHOULD A BERMED, SELF CONTAINED AREA APPROXIMATELY 10'X10'X3' IN PLACE TO CONTAIN THECONCRETE, BUT ALLOW THE WATER TO INFILTRATE THE GROUND. DRIED MATERIAL SHALL BE REMOVED AND DISPOSED OF PROPERLY. THE CONCRETE WASHOUT AREASHALL BE LOCATED IN AN AREA WHERE FUTURE PAVEMENT WILL BE INSTALLED, BUT AWAY FROM STORMWATER STRUCTURES AND WATER BODIES. SEE DETAIL.·FERTILIZERS/PESTICIDES/DETERGENTS - FERTILIZERS AND PESTICIDES WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCEAPPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TIME TO STORM WATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANYPARTIALLY USED BAG OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. THE ORIGINAL LABEL AND SAFETY INFORMATION WILL BERETAINED. STORAGE AREAS SHALL BE BERMED TO CONTAIN SPILL FROM RUNNING INTO GROUNDWATER 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·THE SITE WILL NOT REQUIRE DEWATERING ACTIVITIES. IN THE EVENT THAT DEWATERING IS REQUIRED, THE CONTRACTOR SHALL IMPLEMENT DEWATERING ASNECESSARY.B10: MEASURES FOR UTILIZED FOR WORK WITHIN WATERBODIES·THIS PROJECT WILL NOT INCLUDE WORK WITHIN WATERBODIES.B11: MAINTENANCE GUIDELINES FOR PROPOSED STORMWATER QUALITY MEASURES·SEE DETAILS SHEETS C700 AND/ OR SPECIFICATIONS FOR MAINTENANCE INFORMATIONB12: PLANNED CONSTRUCTION SEQUENCE·INITIAL SETUP:UPON COMPLETION OF THE INITIAL SITE INSPECTION AND BEFORE ANY VEGETATION IS REMOVED FROM THE SITE, THE EROSION CONTROL PLAN SHALL BEIMPLEMENTED. THE PLAN SHALL BE CONTINUALLY MAINTAINED AND UPDATED AS NEEDED. ALL EROSION CONTROL PRACTICES WILL BE INSTALLED UNDER THEGUIDANCE OF A PROFESSIONAL EXPERIENCED IN EROSION CONTROL. ALL OTHER NON-ENGINEERED EROSION CONTROL MEASURES INVOLVING VEGETATION WILLBE INSTALLED ACCORDING TO THE SPECIFICATIONS AND CRITERIA AS SET FORTH IN THIS EROSION CONTROL PLAN.·EROSION CONTROL PRACTICES WILL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE PROJECT SITE AND MAINTAINED IN WORKING ORDER BY THECONTRACTOR.1.FLAG OR DENOTE ALL CONSTRUCTION LIMITS.2.CALL FOR AN UNDERGROUND LOCATE TO VERIFY LOCATION OF EXISTING UTILITIES.3.NOTIFY IDEM 48 HOURS IN ADVANCE OF BEGINNING WORK.4.POST A NOTICE OF THE PROJECT IN A PUBLICLY ACCESSIBLE LOCATION NEAR THE PROJECT FIELD OFFICE. THE NOTICE WILL INCLUDE A COPY OF THE COMPLETEDNOI LETTER, THE NPDES PERMIT NUMBER, AND NAME, COMPANY NAME, AND TELEPHONE NUMBER OF PROJECT CONTACT PERSON.5.RETAIN EXISTING VEGETATION WHEREVER POSSIBLE.6.IDENTIFY AND PROTECT ALL EXISTING VEGETATION DESIGNATED TO REMAIN.7.INSTALL INITIAL EROSION CONTROL MEASURES AND PERIMETER CONTROL.8.INSTALL TREE PROTECTION MEASURES9.INSTALL CONSTRUCTION ENTRANCE AND PROVIDE TEMPORARY SEEDING.10.INSTALL TEMPORARY SEEDING AS REQUIRED AS CONSTRUCTION COMMENCES.11.COMPLETE ROUGH GRADING AND SEED APPROPRIATE AREAS.12.COORDINATE BUILDING CONSTRUCTION WITH OTHER DEVELOPMENT ACTIVITIES SO THAT ALL WORK CAN TAKE PLACE IN AN ORDERLY MANNER AND ON SCHEDULE.13.INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS, GRADING OR EXCAVATING CONTRACTORS, AND ALL OTHER CONTRACTORS WITHPRIMARY OVERSIGHT ON INDIVIDUAL BUILDING LOTS OF THE TERMS AND CONDITIONS OF THE STORM WATER CSGP, AND THE CONDITIONS AND STANDARDS OF THISEROSION CONTROL PLAN, SCHEDULE FOR IMPLEMENTATION, AND THE CONSTRUCTION SITE EROSION CONTROL PLAN REPORT.14.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCALREQUIREMENTS, WHICHEVER HAS JURISDICTION.15.LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.16.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVINGTHE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.17.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORMWATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.18.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTESAND UNUSED BUILDING MATERIALS IS REQUIRED.19.SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITHWATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL.20.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND ATLEAST ONCE A WEEK.21.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC.22.ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWEDON-SITE.·CONSTRUCTION1.BEGIN TOPSOIL REMOVAL.2.ALL STOCKPILED TOPSOIL TO BE SALVAGED SHALL BE PERIMETER PROTECTED. RUNOFF FROM STOCKPILES WILL BE FILTERED THROUGH SILT FENCES AND/ORSTRAW BALES AND THE SEDIMENT BASIN. STOCKPILES SHALL NOT INTERFERE WITH NATURAL DRAINAGE. THE STOCKPILES SHALL BE REDISTRIBUTED OVER THE SITEAND FINAL GRADED IMMEDIATELY PRIOR TO SEEDING.3.INSTALL ADDITIONAL SILT FENCES OR OTHER SUCH MECHANISM AS REQUIRED.4.IMPLEMENT SELF-MONITORING PROGRAM.5.BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY SEED ALL DISTURBED AREAS).6.START BUILDING CONSTRUCTION/INSTALLATION FOR PRE-ENGINEERED METAL BUILDINGS..7.INSTALL STORM AND SANITARY FACILITIES.8.INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED.9.COMPLETE PARKING LOTS, ROADWAYS AND CURBS.10.COMPLETE BUILDING.11.FINAL GRADE. AND LANDSCAPING.12.ALL AREAS WHICH CAN BE REGRADED TO A FINAL STATE SHALL BE REVEGETATED WITH AN APPROVED SEED MIXTURE AND FERTILIZED AT THE RATES INDICATED ASPER THIS SHEET AFTER CONSTRUCTION AND FINAL GRADING, LANDSCAPE AND PERMANENTLY STABILIZE ALL DISTURBED SITES, INCLUDING BORROW AND DISPOSALAREAS. ALSO REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES AND ANY UNSTABLE SEDIMENT AROUND THEM, AND VEGETATE THOSE AREAS.13.PROVIDE CARE AND WATERING AS REQUIRED FOR SEEDING AND PERMANENT MEASURES TO GERMINATE TO AT LEAST 80% COVERAGE.B13: PROVISION FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS·N/A - NO INDIVIDUAL SINGLE FAMILY LOTS INCLUDED.B14: 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 ALL SUBCONTRACTORS ANDREQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW:CONSTRUCTION EQUIPMENT·FUELING, LUBRICATION, AND FLUIDS, ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE COMPLETED IN A SINGLE LOCATION SO THATSPILLS ARE LIMITED TO THAT SPECIFIC LOCATION TO FACILITATE THE CLEANUP OF ANY SPILLS. IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BEDOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. INTHE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED BY REMOVING ALL CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF PER LOCAL, STATE,AND FEDERAL REQUIREMENTS. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL AND THE ABSORBENT MATERIAL DISPOSED OF PERLOCAL, STATE, AND FEDERAL REQUIREMENTS. THE SPILL SHALL 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, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY DESIGNATED FOR SUCH REPAIRS AND IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT SHOULD BE MOVED TO THE FUELING AREA IF POSSIBLE, OTHERWISE, SUITABLE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR INORDER 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, THE FLUID SHALL BEREMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH ASGREASE TUBES, LUBRICATING OIL, AND BRAKE FLUID CONTAINERS AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THEGROUND 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 SEQUENCING TO MINIMIZE SOILEROSION. SOIL EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITESHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER OR OTHER ACCEPTABLE DUST CONTROLMEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROLMEASURES SUCH AS SILT FENCE AND INLET PROTECTION SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BYTHESE OPERATIONS SHALL BE PROPERLY REVEGETATED.·LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ON SITE WASTECONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF EACH DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITEBY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULDBE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL.PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE RECYCLED OR DISPOSED OF PROPERLY, WHETHER THEMATERIAL IS TAKEN OUT OF THE PACKAGING AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ON SITE FOR FUTURE USE. PACKAGED MATERIALSSTORED ON SITE SHALL BE INSPECTED DAILY AND ANY LOOSE MATERIAL SHALL BE REPAIRED OR DISPOSED OF PROPERLY.·ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE WITH GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS(E.G. DANDY BAGS). THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT WHILE PREVENTING THESEMATERIALS 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 EXCESS MATERIAL WITHWATER 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 PAY STRICT ATTENTIONTO 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 BE DISCHARGED INTO A4'-HIGH, 10'-DIAMETER DOUGHNUT-TYPE MULCH BERM CONSTRUCTED OVER A POLYETHYLENE LINER. CONTRACTOR SHALL INSPECT THIS LINER AND AREA ON A DAILYBASIS, AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED INTO AN ACCEPTABLE CONTAINER, AND DISPOSED OF IN APROPER MANNER.PAINT PRODUCTS·ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER DIRECTED BY THE MANUFACTURER. UNDER NO CIRCUMSTANCES SHALL PAINTOR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS, OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BEREPORTED 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 ALL SUBCONTRACTORS ANDREQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES 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. POTENTIALPOLLUTANTS FROM VEHICLES INCLUDE: GREASE, OIL, GASOLINE, DIESEL, ANTIFREEZE, BRAKE FLUID, METALS, RUBBER FRAGMENTS AND OTHER HYDROCARBONS. ALSOSAND AND GRAVEL FROM ROADWAY SURFACES AND ROAD WEATHER TREATMENTS ARE ASSUMED. BACTERIA AND OTHER BIOLOGICAL AGENTS FROM DUMPSTER AREASAND LITTERING ARE ALSO CONSIDERED POTENTIAL POLLUTANTS.C2: PROPOSED POST-CONSTRUCTION STORMWATER MEASURES·AN INFILTRATION TRENCH TO COLLECT AND REMOVE SEDIMENT FROM IMPERVIOUS RUNOFF AREAS HAS BEEN INCLUDED WHICH WILL OUTFALL TO A SWALE AND EXISTINGVEGETATED SWALE FOR SECONDARY TREATMENT.·STORM WATER WILL BE HANDLED THROUGH SWALES, END SECTIONS, AND YARD INLETS AROUND THE SITE. THE INLET ON THE SOUTHEAST CORNER OF THE SITECONNECTS 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. CONSIDERPOST-CONSTRUCTION MEASURES, LIKE BASINS OR PONDS THAT CAN BE UTILIZED DURING CONSTRUCTION FOR SEDIMENT CONTROL. IF A MEASURE SERVES A DUALPURPOSE THIS SHOULD BE IDENTIFIED IN THE SEQUENCING FOR CONSTRUCTION AND HOW AND WHEN IT WILL BE MODIFIED FOR USE AS A POST-CONSTRUCTIONMEASURE.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 PARKWAY07/10/2024LW-00402CARMEL, IN 46033BJHLPCC420STORM WATER POLLUTION PREVENTION PLANNTS MADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/01 PER CITY COMMENTS 06/05/24
02 PER CITY COMMENTS 06/18/24
04 PER CITY COMMENTS 07/10/247/24/2024
WW
W
W SSSSSSSSSSSSSSEEEEEEEE EEEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>4-8" 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: 780.45FIRE HYDRANT PERCARMEL WATERSTANDARDS 10' BMP EASEMENTEXISTING SANITARY MANHOLERIM TO BE LOWERED TO 779.35INV(S): 776.14INV(W): 775.814.5' INFILTRATION TRENCH4.5' INFILTRATION TRENCHSheetProject 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 PARKWAY07/10/2024LW-00402CARMEL, IN 46033BJHLPCC500UTILITY 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.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.14.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.15.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.16.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.17.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALLBE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHINONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.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.020201020PROPOSED SANITARY LINESSMADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/01 PER CITY COMMENTS 06/05/2403
02 PER CITY COMMENTS 06/18/24
03 PER CITY COMMENTS 07/03/2403
04 PER CITY COMMENTS 07/10/247/24/2024
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 PARKWAY07/10/2024LW-00402CARMEL, IN 46033BJHLPCC700CONSTRUCTION DETAILSNTSNOTE: 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.MADER DESIGN302 MAIN STREETBEECH GROVE, IN 46107(307) 889-1775HTTPS://WWW.MADERDESIGNLLC.COM/01 PER CITY COMMENTS 06/05/2402
02 PER CITY COMMENTS 06/18/24
03 PER CITY COMMENTS 07/03/24
04 PER CITY COMMENTS 07/10/247/24/2024