HomeMy WebLinkAbout10475 Hussey Lane Full SetShMoD3MoC3MmB2ShS & A JOB No. 102779HOSPLANS PREPARED BY:STOEPPELWERTH & ASSOCIATES, INC.CONSULTING ENGINEERS & LAND SURVEYORS7965 E. 106th STREET, FISHERS, INDIANA 46038PHONE: (317) 849-5935FAX: (317) 849-5942CONTACT: BRIAN M. BROWNEMAIL: bbrown@stoeppelwerth.com10475 HUSSEY LANEOwner:Vine Property Group, LLC8440 Woodfield Crossing Blvd., Ste. 360Indianapolis, Indiana 46240Contact: Nigel Hoss, Hoss HomesPhone: (317) 714-8737Email: nigel@hosshomes.com106th STREETHUSSEY LANESITESOILS LEGENDMAP UNIT BRIEF DESCRIPTIONMmB2Miami silt loam, 2 to 6 percent slopes, erodedMoC3Miami clay loam, 6 to 12 percent slopes, erodedMoD3Miami complex, 12 to 18 percent slopes, erodedSh Shoals silt loamSOILS MAPSCALE: 1" = 250'LOCATION MAPSCALE: 1" = 1,000'PROJECT SITE MAPSCALE: 1" = 250'FLOOD MAPNOT TO SCALEFLOOD STATEMENTTHIS IS TO CERTIFY THAT NO PORTION OF THE SUBJECT PROPERTY IS LOCATED IN ASPECIAL FLOOD HAZARD ZONE "AE"AS SAID TRACT PLOTS BY SCALE ON COMMUNITYPANEL 18057C0208G OF THE FLOOD INSURANCE RATE MAPS DATED NOVEMBER 19,2014CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIESPRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITHOTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.SHEET INDEXSHEET No. SHEET TITLEC001 COVER SHEETC100EXISTING CONDITIONS / DEMOLITION PLANC200-C203SITE DEVELOPMENT PLANEMERGENCY FLOOD ROUTEHOUSE DIMENSIONS PLANROOF DRAIN / SUB SURFACE DRAIN PLANC300-C302C303 - C306SWPPP - PERMANENT PLANSSWPPP - SPECIFICATIONS & DETAILSC400-C403 CROSS SECTION DETAILSC800-C801 STORM PROFILE & CONSTRUCTION SPECIFICATIONS & DETAILSREVISIONSSHEET No. DESCRIPTION DATE BYALL REVISED PER CITY COMMENTS 01/23/24 KJJMALL REVISED PER CITY COMMENTS 02/19/24 KJJMALL REVISED PER CITY COMMENTS 04/04/24 GEMGRAPHIC SCALE( IN FEET ) 1" = 250 FTSITE106th STREETSPRING MILL ROADI-465SITEHUSSEY LANEBRIAN M. BROWNPROFESSIONAL ENGINEER12/20/23ZONING: S110' MINIMUM SIDE YARD30' MINIMUM AGGREGATE SIDE YARD40' MINIMUM FRONT YARD20' MINIMUM REAR YARDTHIS PLOT PLAN WAS PREPARED USING A SURVEY BY STOEPPELWERTH & ASSOC. 09/15/2023.LOT AREA: 574,364 SQ. FT. (13.186 AC.)DISTURBED AREA: 328,948 SQ. FT. (7.55 AC.)PARCEL #17-13-03-10-00-00-028.000100 YEAR ELEV. = 801.72MINIMUM FLOOD PROTECTION GRADE = 807.50MINIMUM LOWEST ADJACENT GRADE = 807.50UTILITY CONTACTS:Center Point Energy16000 Allisonville RoadNoblesville, Indiana 46060Attn: Chad Miller(317) 776-5590TriCo Regional Sewer Utility7236 Mayflower Park DriveZionsville, Indiana 46077Attn: Ryan Hartmen(317) 844-9200Ryan.hartman@trico.ecoAES1230 West Morris StreetIndianapolis, Indiana 46221Attn: Dan Davenport(317) 261-5497Dan.davenport@aes.comAT & T240 North Meridian Street2nd Floor, Room 280Indianapolis, Indiana 46204Attn: Steven Krebs(800) 288-2020Sk4986@att.comCarmel Water Utilities3450 West 131st StreetWestfield, Indiana 46074Carmel Clay CommunicationsCenter31 1st Avenue NWCarmel, Indiana 46032(317) 571-2586Charter CommunicationsIndianapolis(Spectrum)240 N Delaware StreetIndianapolis, IN 46204Estimated Construction Start Date: 11/01/2023HUSSEY LANESPRING MILL ROADSITELAND DESCRIPTIONA PART OF THE EAST HALF OF THE SOUTHEAST AND NORTHEAST QUARTERS OF SECTION 10, TOWNSHIP17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, THIS DESCRIPTION TAKEN FROMINSTRUMENT NUMBER 2019047859, MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHWEST CORNER, EAST HALF, NORTHEAST QUARTER (IRON PIPE FOUND 4.2FEET NORTH); THENCE NORTH 00 DEGREES 22 MINUTES 33 SECONDS EAST (BEARING ASSUMED FROMINDIANA STATE PLANE EAST ZONE AND SEA GROUP PROJECT #R18-4542, FIELD WORK COMPLETEDJANUARY 17, 2019) ALONG THE WEST LINE THEREOF 685.82 FEET; THENCE SOUTH 00 DEGREES 42MINUTES 33 SECONDS WEST PARALLEL WITH THE EAST LINE OF SAID HALF QUARTER SECTION 545.48FEET TO THE SOUTH LINE OF SAID HALF NORTHEAST QUARTER SECTION; THENCE SOUTH 89 DEGREES53 MINUTES 16 SECONDS WEST ALONG THE SOUTH LINE THEREOF 115.75 FEET; THENCE SOUTH 00DEGREES 10 MINUTES 32 SECONDS EAST ALONG THE WEST LINE OF REAL ESTATE DESCRIBED ININSTRUMENT NUMBER 2018-36126 "MAHVASH, -K LLC" 294.89 FEET; THENCE SOUTH 89 DEGREES 53MINUTES 16 SECONDS WEST PARALLEL WITH SAID NORTH LINE 548.18 FEET TO THE EAST LINE OFCEDAR POINT SUBDIVISION AS RECORDED IN PLAT BOOK 6, PAGES 131-132 IN THE OFFIC OF THERECORDER, HAMILTON COUNTY, INDIANA; THENCE NORTH 00 DEGREES 27 MINUTES 16 SECONDS EASTALONG SAID EAST LINE AND THE NORTHERLY EXTENSION THEREOF 294.90 FEET TO THE NORTH LINEOF SAID EAST HALF, SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 53 MINUTES 16 SECONDSWEST ALONG THE NORTH LINE THEREOF 8.74 FEET TO THE POINT OF BEGINNING, CONTAINING 13.186ACRES, MORE OR LESS.18057C0216G4/8/2024
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81881481681281381181080981679979879779680580680280180079980181681581481180880580381481381281181080980712' SPILLWAYMARKGRAPHIC SCALE( IN FEET ) 1" = 50 FT102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C100-Existing Conditions & Demolition Plan.dwg - C100Modified / By: April 4, 2024 1:00:55 PM / gmyersPlotted / By: April 4, 2024 1:11:07 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEMDATE MARKREVISIONS BYCERTIFIED:S & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942EXISTING CONDITIONS / DEMO PLANC100LEGENDEXISTING FEATURESWATER MAINELECTRICAL LINE,OVERHEADGAS MAINSANITARY SEWERSTORM SEWERCONTOURNORMAL WATER ELEVATIONWATER FLOWLINEFENCE LINETREE LINEWATER, FIRE HYDRANTWATER, VALVEGAS, VALVEPOWER POLEGUY ANCHORDEMO FEATURESTO BE REMOVED, AREAWOHEGSD870YWVGVP.W.P.BENCHMARK NOTE:ORIGINATING BENCHMARK:Originating benchmark established by SEA Group with TrimbleGPS Survey grade equipment and Indiana CORS Network.http://incors.in.gov/default.aspxElevations NAVD '88Horizontal Indiana State Plane East Zone.SITE TBM:TBM #1: A rebar with red cap set at grade 290' South of the Northproperty line and 119' West of the East property line.ELEV=800.900 (NAVD 88)TBM #2: A rebar with red cap set at grade 432' South of the Northproperty line and 19' East of the West property line.ELEV=806.890 (NAVD 88)EXISTING GAS LINE SHOWN ATAPPROXIMATE LOCATION.CONTRACTOR TO FIELD VERIFYEXISTING GAS MAIN LOCATIONAND SIZE PRIOR TO CONSTRUCTION.4/8/2024
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807806805804802801808808807806805806805804LAKE #1N.P.= 800.00T.O.B.= 803.0010 YEAR ELEV.= 800.89100 YEAR ELEV.= 801.74BOTTOM ELEV.= 786.00FF(DNR
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801816815814811808805803791792793794795796797814813812811810809807800 78678778878979079179279379479579679779879980080180280380380280180079979840240308.007.507.008.215' D.&U.E.15' D.&U.E.15' D.&U.E.20.0' BMPACCESS EASEMENT20.0' BMP ACCESS EASEMENT20.0' BMPACCESS EASEMENT379.9'80480540640780280280380380280115' BMPE20.0' BMP ACCESS EASEMENT15' BMPE15' BMPE15' BMPE12' SPILLWAY15' BMPE""""""""""""GENERAL NOTES1. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTINGONSITE UTILITIES PRIOR TO CONSTRUCTION TOCONFIRM THERE IS NOT ANY CONFLICTS WITH OTHERUTILITIES, STORM SEWERS OR STREETS. CONFLICTSAFTER CONSTRUCTION BEGINS ARE SOLELY THECONTRACTOR'S RESPONSIBILITY.LEGENDEXISTING FEATURESWATER MAINELECTRIC LINE, OVERHEADELECTRIC LINE, UNDERGROUNDGAS MAINFORCE MAINSANITARY SEWERSTORM SEWERCONTOURWATER FLOWLINEFENCE LINETREE LINEWATER, HYDRANTWATER, VALVEWATER, METERUTILITY POLEGUY ANCHORELECTRIC, TRANSFORMERCABLE, PEDESTALTELEPHONE, ACCESS COVERTELEPHONE, PEDESTALLIFT STATION, WET WELLLIFT STATION, VALVE VAULTTILE RISERWETLANDS MARKERMAILBOXSIGNTREEPROPOSED FEATURESWATER MAINSANITARY SEWER (w/ LATERALS)STORM SEWERCONTOURNORMAL WATER ELEVATIONSWALE FLOWLINEGRADE ELEVATION5' WIDE SIDEWALK (BY HOMEBUILDER)(DEVELOPER SHALL INSTALL SIDEWALKS/PATHSIN OR ALONG ALL COMMON AREAS)CURB & GUTTER (w/ 6" UNDERDRAIN)6" SUB-SURFACE DRAIN (SWALE)LOT NUMBERPAD ELEVATIONMIN. FINISH FLOOR ELEVATIONMIN. FLOOD PROTECTION GRADEMFF:910.0MIN. FINISH FLOOR ELEVATION ISBASED OFF OF THE FOLLOWINGCRITERIA:1. 12" (1.0') ABOVE THE NEARESTUPSTREAM OR DOWNSTREAM SANITARYMANHOLE (WHICHEVER IS LOWEST),2. 6" (0.5') ABOVE THE MFPGABBREVIATIONSB.L. BUILDING SETBACK LINEMEMATCH EXISTINGHPHIGH POINTLPLOW POINTGB GRADE BREAKMFPG MIN. FLOOD PROTECTION GRADE910.010910.5910.2MFF:MFPG:GRAPHIC SCALE( IN FEET ) 1" = 50 FTDATE MARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HSITE DEVELOPMENT PLANC200102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C200 - Site Development Plan.dwg - C200Modified / By: April 4, 2024 12:58:20 PM / gmyersPlotted / By: April 4, 2024 1:11:28 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEMTHE UTILITY LATERALS ARE SHOWN BASED UPONEVIDENCE COLLECTED IN THE FIELD AND BASEDUPON A PREVIOUS SURVEY BY S.E.A. GROUP.ACTUAL LOCATIONS MAY NEED TO BE VERIFIED BYTHE CONTRACTOR PRIOR TO CONSTRUCTION.BENCHMARK NOTE:ORIGINATING BENCHMARK:Originating benchmark established by SEA Group with TrimbleGPS Survey grade equipment and Indiana CORS Network.http://incors.in.gov/default.aspxElevations NAVD '88Horizontal Indiana State Plane East Zone.SITE TBM:TBM #1: A rebar with red cap set at grade 290' South of the Northproperty line and 119' West of the East property line.ELEV=800.900 (NAVD 88)TBM #2: A rebar with red cap set at grade 432' South of the Northproperty line and 19' East of the West property line.ELEV=806.890 (NAVD 88)NO EARTH DISTURBING ACTIVITIES MAYTAKE PLACE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.1. THE UTILITIES SHOWN ON THESE PLANS AND ON THE TOPOGRAPHICAL SURVEY MAY NOT BE A COMPLETE REPRESENTATION OF THE EXISTINGUTILITIES ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER AND/OR SURVEYORSHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPLIED, OR NOT SHOWN.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURINGCONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUTUNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THEOWNER.3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR.4. THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS AND CITY BENCH MARKS, SUCH ASSTONES, PIPES, OR OTHER MONUMENTS ENCOUNTERED. IF THE CONTRACTOR MUST RELOCATE THE PROPERTY MARKERS OR MONUMENTS THEIRLOCATION SHALL BE REFERENCED BY A REGISTERED LAND SURVEYOR AND THE OWNER NOTIFIED BEFORE MOVING. ALL PROPERTY MARKERSAND MONUMENTS RELOCATED DURING CONSTRUCTION SHALL BE RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'SEXPENSE.5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED,DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ON TO OTHER SITES, RIGHT-OF-WAYS, PUBLIC OR PRIVATE STREETS, DRIVEWAYS, YARDS, ORSIDEWALKS. THE CONTRACTOR MUST CLEAN DAILY IF NECESSARY.6. ROADWAY SURFACING AND BASE MATERIALS, OR ANY OTHER PROPERTY REMOVED OR DAMAGED, SHALL BE REPLACED OR REPAIRED ASPROVIDED FOR IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS.7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICESREQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO PROVIDE FORACCESS TO THE RESIDENCES ACROSS THE WORK AREA.8. INFORMATION ON DETAIL DRAWINGS TAKES PRIORITY OVER ALL GENERAL DRAWINGS AND SCHEDULES. CONFLICTS SHALL BE RESOLVEDACCORDINGLY, PRIOR TO ANY CONSTRUCTION OR INSTALLATION. EXACT BUILDING DIMENSIONS SHALL BE VERIFIED WITH ARCHITECTURALPLANS BY CONTRACTOR.9. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPINGTHE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTINGPIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS.10. WHERE CONNECTIONS ARE MADE TO EXISTING MANHOLES OR BOX INLETS, THAT STRUCTURE SHALL BE REHABILITATED. THIS REHABILITATIONSHALL INCLUDE THE INSTALLATION OF BENCH WALLS, AS WELL AS PRESCRIBED MEASURES TO ELIMINATE THE POTENTIAL FOR MIGRATION OFBACKFILL MATERIALS INTO THE STORMWATER SYSTEM.11. FOR CLARITY OF THESE DRAWINGS, PIPES AND STRUCTURES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED.12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIESARE FOUND IN THESE ENGINEERING PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER.13. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE,COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.14. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENTMEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALTPAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOINEXISTING.15. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDEDAREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED.16. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTOR, SUBCONTRACTORS ORSUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK ISCOMPLETE.17. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACK FILLED WITH GRANULAR BACK FILL.18. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED.19. MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 1 FOOT ABOVE ANYADJACENT 100-YEAR LOCAL FLOOD ELEVATIONS OR 2 FEET ABOVE ANY ADJACENT 100-YEAR REGIONAL FLOOD ELEVATIONS, WHICHEVER ISGREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CANENTER A BUILDING.20. THIS SITE LIES PARTIALLY WITHIN A FLOODPLAIN PER FIRM MAP NO. 18057C0216G DATED NOVEMBER 19TH, 2014.21. STORM SEWERS FOR THIS PROJECT SHALL BE PRIVATE.22. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.23. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TORESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSEDRIGHT-OF-WAY LINE.24. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THEPROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF CONSTRUCTION TODOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.25. ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SYSTEM (WHERE APPLICABLE) WITHA POSITIVE OUTFLOW.26. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TOTHE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THEDEVELOPER.27. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OFENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TOREVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAINSTAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSEDRIGHT-OF-WAY.28. POOL DRAINS TO BE DIRECTED TO SANITARY SEWER.29. ROOF DRAINS TO BE DIRECTED TO DRY DETENTION AREAS.DRAINAGE SUMMARYOVERALLSite Acreage=+/-13.19 ac.Offsite/Upstream Acreage=+/-0.29 ac.Volume Required: 65,841 cu.ft.Volume Provided: 128,633 cu.ft.Excess Volume: 62,792 cu.ft.: 95% additionalvolume providedLow Orifice: 6" Diameter @ 800.00Second Orifice: 9.6" x 9" Rect. Notch @ 801.20Top of Casting: 802.00Allowable Release Rate:10yr = 0.88 c.f.s. 100yr = 2.64 c.f.s.Post Developed Release Rate:10 yr = 0.75 c.f.s. 100 yr = 2.09 c.f.s.RAIN GARDEN PLANTING LIST1. GREAT BLUE LOBELIA2. GREEN-HEADED CONEFLOWER3. BLUE VERVAIN4. BIG BLUESTERN5. FOWL MANNA GRASST.O.B=803.005:15:1802.00NO SCALE17'EMERGENCY SPILL WAYCROSS SECTION LAKE #1T.O.B=803.00DUPLEX GRINDERPUMP STATION(AS PER C801)CLEANOUT(SEE DETAIL C801)EXISTING GAS LINE SHOWN ATAPPROXIMATE LOCATION.CONTRACTOR TO FIELD VERIFYEXISTING GAS MAIN LOCATIONAND SIZE PRIOR TO CONSTRUCTION.STRUCTURAL NOTESMAXIMUMBUILDINGHEIGHT35 FEET FOR A PRINCIPLE BUILDING,18 FEET FOR AN ACCESSORY BUILDINGSITE TAKE-OFFSTOTAL LOT =RESIDENCE =PORCHES =GARAGES =BARN =POOL =POOL DECK =574,364 SF17,567 SF705 SF2,065 SF5,000 SF1,000 SF10,733 SFLAND DESCRIPTIONA PART OF THE EAST HALF OF THE SOUTHEAST AND NORTHEAST QUARTERS OF SECTION 10, TOWNSHIP 17 NORTH, RANGE 3EAST IN HAMILTON COUNTY, INDIANA, THIS DESCRIPTION TAKEN FROM INSTRUMENT NUMBER 2019047859, MOREPARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHWEST CORNER, EAST HALF, NORTHEAST QUARTER (IRON PIPE FOUND 4.2 FEET NORTH); THENCENORTH 00 DEGREES 22 MINUTES 33 SECONDS EAST (BEARING ASSUMED FROM INDIANA STATE PLANE EAST ZONE AND SEAGROUP PROJECT #R18-4542, FIELD WORK COMPLETED JANUARY 17, 2019) ALONG THE WEST LINE THEREOF 685.82 FEET;THENCE SOUTH 00 DEGREES 42 MINUTES 33 SECONDS WEST PARALLEL WITH THE EAST LINE OF SAID HALF QUARTERSECTION 545.48 FEET TO THE SOUTH LINE OF SAID HALF NORTHEAST QUARTER SECTION; THENCE SOUTH 89 DEGREES 53MINUTES 16 SECONDS WEST ALONG THE SOUTH LINE THEREOF 115.75 FEET; THENCE SOUTH 00 DEGREES 10 MINUTES 32SECONDS EAST ALONG THE WEST LINE OF REAL ESTATE DESCRIBED IN INSTRUMENT NUMBER 2018-36126 "MAHVASH, -KLLC" 294.89 FEET; THENCE SOUTH 89 DEGREES 53 MINUTES 16 SECONDS WEST PARALLEL WITH SAID NORTH LINE 548.18FEET TO THE EAST LINE OF CEDAR POINT SUBDIVISION AS RECORDED IN PLAT BOOK 6, PAGES 131-132 IN THE OFFIC OF THERECORDER, HAMILTON COUNTY, INDIANA; THENCE NORTH 00 DEGREES 27 MINUTES 16 SECONDS EAST ALONG SAID EASTLINE AND THE NORTHERLY EXTENSION THEREOF 294.90 FEET TO THE NORTH LINE OF SAID EAST HALF, SOUTHEASTQUARTER; THENCE SOUTH 89 DEGREES 53 MINUTES 16 SECONDS WEST ALONG THE NORTH LINE THEREOF 8.74 FEET TO THEPOINT OF BEGINNING, CONTAINING 13.186 ACRES, MORE OR LESS.4'1'OPEN GRADED STONEWRAPPED IN NON-WOVENGEOTEXTILE FABRIC6" UNDERDRAIN2' ENGINEERED SOIL(SEE TABLE)NATIVE VEGETATION5151133' ±LIMITS OFDISTURBED AREALIMITS OFDISTURBED AREALIMITS OFDISTURBED AREALIMITS OFDISTURBED AREALIMITS OFDISTURBED AREADISTURBED AREA CALCSDISTURBED AREA =328,948 SFo o oo o oo o oCROSS SECTION"A"-"A"N.P.=800.00LAKE #1LAKEBOTTOM=786.0031ELEV.=798.00T.O.B. ELEV.=803.0031ELEV.=798.005110 YEAR ELEV.=800.82100 YEAR ELEV.=801.67T.O.B. ELEV.=803.005110'10'4'1'OPEN GRADED STONEWRAPPED IN NON-WOVENGEOTEXTILE FABRIC6" UNDERDRAIN2' ENGINEERED SOIL(SEE TABLE)515170' ±ELEV.=802.00ELEV.=802.00ELEV. = 801.90T.O.B. ELEV.=804.00T.O.B. ELEV.=803.00T.O.B. ELEV.=804.00T.O.B. ELEV.=804.00NATIVE VEGETATIONELEV.=802.00ELEV.=802.00ELEV. = 801.90Is the primary water quality treatment for the development as planned in the Master Plan - NOIf NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):*Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A*Minimum length of vegetated swale treatment as required by the Master Plan - N/AIs the primary water quantity treatment for the development as planned in the Master Plan - NO*If YES, provide the following information:Total Master Plan contributing watershed = N/A Ac.Total Watershed Currently Built (or Approved) contributing to this system = N/A Ac.Total watershed from N/A contributing to the system = N/A Ac.Total watershed available in the system post-project = N/A Ac.Is the entire BMP treatment train to an outlet point being constructed with this section - YESIf NO, provide the following information:Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A4/8/2024
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807806805804802801808808807806805806805804LAKE #1N.P.= 800.00T.O.B.= 803.0010 YEAR ELEV.= 800.89100 YEAR ELEV.= 801.74BOTTOM ELEV.= 786.00FF(DNR
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801816815814811808805803791792793794795796797814813812811810809807800 78678778878979079179279379479579679779879980080180280380380280180079979840240308.007.507.008.215' D.&U.E.15' D.&U.E.15' D.&U.E.20.0' BMPACCESS EASEMENT20.0' BMP ACCESS EASEMENT20.0' BMPACCESS EASEMENT379.9'80480540640780280280380380280115' BMPE20.0' BMP ACCESS EASEMENT15' BMPE15' BMPE15' BMPE12' SPILLWAY15' BMPE802.0805.5803.0803.0GENERAL NOTES1. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTINGONSITE UTILITIES PRIOR TO CONSTRUCTION TOCONFIRM THERE IS NOT ANY CONFLICTS WITH OTHERUTILITIES, STORM SEWERS OR STREETS. CONFLICTSAFTER CONSTRUCTION BEGINS ARE SOLELY THECONTRACTOR'S RESPONSIBILITY.GRAPHIC SCALE( IN FEET ) 1" = 50 FTDATE MARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HEMERGENCY FLOOD ROUTEC201102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C201 - Emergency Flood Route.dwg - C201Modified / By: April 4, 2024 1:02:48 PM / gmyersPlotted / By: April 4, 2024 1:11:51 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEMLIMITS OFDISTURBED AREALIMITS OFDISTURBED AREALIMITS OFDISTURBED AREALIMITS OFDISTURBED AREALIMITS OFDISTURBED AREA4/8/2024
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASBFEBFEBFEBFEBFEBFEBFEBFEBFEBFEBFEBFEBFEBFE 6)$FV 6)$FVFW(FIRM)FW(FIRM)FW(FIR
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)FF(DNR)40240315' D.&U.E.15' D.&U.E.15' D.&U.E.20.0' BMPACCESS EASEMENT20.0' BMP ACCESS EASEMENT20.0' BMPACCESS EASEMENT379.9'80480540640715' BMPE20.0' BMP ACCESS EASEMENT15' BMPE15' BMPE15' BMPE15' BMPEGENERAL NOTES1. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTINGONSITE UTILITIES PRIOR TO CONSTRUCTION TOCONFIRM THERE IS NOT ANY CONFLICTS WITH OTHERUTILITIES, STORM SEWERS OR STREETS. CONFLICTSAFTER CONSTRUCTION BEGINS ARE SOLELY THECONTRACTOR'S RESPONSIBILITY.GRAPHIC SCALE( IN FEET ) 1" = 40 FTDATE MARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HHOUSE DIMENSIONS PLANC202102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C202 - House Dimensions Plan.dwg - C202Modified / By: February 19, 2024 1:43:58 PM / kmitchellPlotted / By: April 4, 2024 1:12:09 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEMPROPOSED ELECTRICPEDESTAL4/8/2024
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807806805804802801808808807806805806805804LAKE #1N.P.= 800.00T.O.B.= 803.0010 YEAR ELEV.= 800.89100 YEAR ELEV.= 801.74BOTTOM ELEV.= 786.00FF(DNR
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807806805804802801808808807806805806805804LAKE #1N.P.= 800.00T.O.B.= 803.0010 YEAR ELEV.= 800.89100 YEAR ELEV.= 801.74BOTTOM ELEV.= 786.00FF(DNR)FF(DNR)FF(D
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DATEMARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HSWPPP - SPECIFICATIONS & DETAILSC303102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C303 - Erosion Control - Details.dwg - C303Modified / By: January 22, 2024 1:00:53 PM / kmitchellPlotted / By: April 4, 2024 1:12:46 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEMPROJECT NAMEVine PropertySITE NAMEThe area scheduled for construction is known as "Vine Property" (hereinafter referred to as the "Project").PROJECT LOCATIONThe property is located at 10405 Hussey Lane West of Spring Mill Road and 106th Street.OWNER'S INFORMATIONVine Property Group, LLC8440 Woodfield Crossing Blvd., Suite 360Indianapolis, Indiana 46240Phone: (317) 331-3364Email: randyreichmann@gmail.comNOTICE OF INTENTAll parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on-site construction activities.Submittal of late NOI's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverageis granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any partymeeting either of the following requirements:a. The party has operational control over construction plans and specifications, including the ability to make modifications to those plans andspecifications.b. The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollutionprevention plan for the site or other permit conditions.CONSTRUCTION PLAN - GENERAL PLAN COMPONENTS (SECTION A)A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN:C300 - C302 - SWPPP - Erosion Control PlanC303 - C305 - SWPPP - Specifications & DetailsA2 - A VICINITY MAP DEPICTING THE PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS,AND MAJOR ROADS:See C001 - Cover Sheet & C303 - This Sheet for a vicinity map.A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT:This project includes the construction of a single family home, which consists of approximately 12.00 acres. Construction will include pad grades for home,associated roadways, landscaping, ponds, and drainage infrastructure, which includes connections to existing systems (sanitary sewer, storm sewer, and watermain).A4 - LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS:Latitude 39º 56' 09" NLongitude 86º 10' 11" WA5 - LEGAL DESCRIPTION OF THE PROJECT SITE:A part of the East Half of the Southeast and Northeast Quarters of Section 10, Township 17 North, Range 03 East of the Second Principal Meridian, ClayTownship, Hamilton County, Indiana.See C001 - Cover Sheet for the full legal description.A6 - 11 x 17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES:N/AA7 - BOUNDARIES OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS:A portion of this site is located within a Special Flood Hazard Area (Zone AE). This information was obtained from Flood Insurance Rate Map (FIRM) Panel18057C0216G for Hamilton County, Indiana dated November 19, 2014.See C001 - Cover Sheet for a FIRM map panel showing boundaries of the 100-year floodplains, floodway fringes, and floodways.A8 - LAND USE OF ALL ADJACENT PROPERTIES:North: ResidentailEast: ResidentialSouth: ResidentialWest: ResidentialA9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL:There is no TMDL for this project.A10 - NAME(S) OF THE RECEIVING WATER(S):The overall site outlets to Williams Creek.A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(D) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S)FOR WHICH IT IS IMPAIRED:There are no known discharges to a water on the current 303(d) list of Impaired Waters.A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES:See Sheet C001 - Cover Sheet and Sheet C304 - SWPPP - Specifications & Details for soil map and predominate soil types (as obtained from the NRCS WebSoil Survey).A13 - IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THEPROJECT SITE (CONSTRUCTION PLAN, EXISTING SITE LAYOUT):Existing water courses on or adjacent to this site include a stream "Williams Creek" to the East that discharges into White River.See Sheets C100 - Existing Conditions / Demolition Plan and Sheets C200 - Site Development Plan for the location(s).A14 - IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIREDFOR CONSTRUCTION ACTIVITIES:IDEM Construction Stormwater General Permit.A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS:The existing site consists of a Creek, trees and grassy areas.A16 - EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS:See Sheets C100 - Existing Conditions / Demolition Plans for existing site topography.A17 - LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE:See EX-1 - Existing Basin Map in Appendix D of the Drainage Report for location(s) where run-off enters the project site.A18 - LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE:See EX-1 - Existing Basin Map in Appendix D of the Drainage Report for location(s) where run-off discharges from the project site prior to land disturbance.A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE:See Sheets C100 - Existing Conditions / Demolition Plans for existing structure locations on the project site.A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THEPURPOSE OF STORMWATER MANAGEMENT:See Sheet 1 of 1 - Pond Routing Basin Map in Appendix D of the Drainage Report for location(s) of existing permanent retention or detention facilities,including manmade wetlands, designed for the purpose of stormwater management.A21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS,SINKHOLES, OR KARST FEATURES:There are no known locations where stormwater may be directly discharged into ground water on this site.A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES:Total project area (in acres): 13.186A23 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES:Total expected area of land disturbance (in acres): 12.000A24 - PROPOSED FINAL TOPOGRAPHY:See Sheets C200 - Site Development Plans for proposed site topography.A25 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS:See Sheets C200 - Site Development Plans and Sheets C300-C302 - SWPPP Plan for location(s) and approximate boundaries of disturbances.A26 - LOCATIONS, SIZE, AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEM SUCH AS CULVERTS, STORMWATER SEWER,AND CONVEYANCE CHANNELS:See Sheets C200 - Site Development Plan for location(s) and sizes of stormwater drainage systems.See Sheets C200 - Site Development Plan and Sheets C800 - Storm Sewer Construction Details for details of stormwater structures.A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE:See Sheets C200 - Site Development Plans and Sheets C300-C302 - SWPPP - Erosion Control Plan for location(s) where stormwater and non-stormwaterdischarges will leave the site.A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION,PROPOSED STRUCTURES, AND COMMON AREAS:See Sheets C200 - Site Development Plan for the location(s) of all proposed site improvements.A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS:There will be no soil stockpile areas for this project.A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT:See Sheets C300-C301 - SWPPP Plans for the location(s) of the construction staging area.See Sheet C304 - SWPPP - Specifications & Details for the construction staging area detail.A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAMCROSSINGS AND PUMP AROUNDS:There are no in-stream activities planned.STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENT (SECTION C)C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE:The proposed land use will consist of single-family residential houses. The pollutants and sources of each pollutant normally expected from these types ofland uses are listed below:Pollutant Source: Passenger vehicles, delivery vehicles, and trucksType of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution,brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials.Pollutant Source: ResidenceType of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system.Pollutant Source: Trash dumpsterType of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distributions operations), uneaten food products,bacteria.Pollutant Source: RoadwayType of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance(sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments,wind-blown litter from off-site sources, and elevated water temperatures from contact with impervious surfaces.Pollutant Source: Lawn and landscape areasType of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings).The anticipated pollution sources are the vehicles that will use these future facilities, including both truck and passenger vehicle traffic. Possible pollutantsinclude oil, gasoline, anti-freeze and other pollutants associated with vehicular traffic.C2 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES:1. Inlets - The proposed inlets will prevent large debris such as paper, trash and construction material from entering the storm sewer. The inlet castings arealso stamped with an environmental protection stamp informing the public not to pollute the environment.2. Lakes - The design of the lakes will detain the suspended solids to settle prior to releasing the storm water. 3. Rain Garden - The two Rain Gardens will contain engineered soils, native flowering plants and an under drain to allow the initial first flush of water todrain through the soil and remove sediments and nutrients from the storm water.C3 - PLAN DETAILS FOR EACH STORMWATER MEASURES:See Sheets C200 - Site Development Plans for location(s) and method(s) of proposed stormwater measures.See Sheets C200 - Site Development Plans and Sheets C800 - Storm Sewer Construction Details for proposed stormwater specifications and details.C4 - SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION:1. The Contractor shall install the proposed outlet control structure and pipe.C5 - MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES:Maintenance of all Stormwater pollution prevention measures will be the responsibility of the project owner, Vine Property. Utilizing procedures outlined inthe O&M manual for Post Construction water quality measures. The maintenance guidelines consist mostly of good housekeeping measures. Any grassed orvegetated areas that experience erosion from rainfall events should be repaired and revegetated as soon as possible. Trash or litter should be picked up andproperly disposed to prevent it from getting into the storm drainage system and downstream waterways.Erosion of the detention pond banks should be addressed as soon as it becomes visible by filling the eroded area with suitable soil and establishing vegetationimmediately, preferably by sodding, or by seeding and mulching and monitoring until suitable vegetation is established. The same measure should be usedfor steep banks of any earth berm or any other steep area. The dry detention basin should be monitored for sediment coming from the runoff. If the bottom ofthe basin receives sediment, it should be cleaned out. The elevation of the bottom of the dry basin should be checked every 8 to 10 years and, if significantsediment is encountered, it should be removed from the basin. This should be done during periods of low rainfall to allow soil stirred up by excavation tosettle out before a rain event. The detention basin outlet should also be protected by adequate filtration (rip-rap, shown on these plans) to prevent soil fromentering the offsite storm drainage system. Native vegetation shall be monitored and maintained as needed to maintain acceptable coverage and allow pants toprocess pollutants.Pavement areas should also be monitored for pollutants. Any large quantity of fluids such as oil, antifreeze, brake fluid, etc. found on the pavement should becleaned up. Pavements should also be monitored for sediment coming from vegetated areas that drain onto the pavement. If sediment is found it should becleaned off the pavement, and the source of the soil found and repaired as discussed above.LandscapingLandscaping shall be fertilized at the time of installation with pellets buried near the root ball. Subsequent tree fertilizations shall not be surface applied. Treespikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the equivalent of 1" of rainfall once perweek if adequate rainfall was not received. After two years, water as necessary in dry season.Lawn shall be mowed at a height of not less than 3" to increase root mass. Lawn shall not be fertilized more than twice per year and shall be immediatelywatered into the soil after application.C6 - ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATERMEASURES:Vine Property8440 Woodfield Crossing, Ste. 360Indianapolis, Indiana 46240Phone: (317) 331-3364Email: randyreichmann@gmail.comSTORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT (SECTION B)B1 - DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS, INCLUDING ALL POTENTIALNON-STORMWATER DISCHARGES:The following potential pollutant sources may be associated with construction activities on site:Material storage areas (more specifically described below), construction waste material, fuel storage areas and fueling stations, exposed soils, leaking vehiclesand equipment, sanitary waste from temporary toilet facilities, litter, windblown dust, soil tracking off site from construction equipment, water from concretewashout.The following construction materials will be staged or stored on site at various points during development of the site:Structural fill, road base, concrete drainage pipe, concrete culverts, precast concrete manholes.Measures and/or operational activities for minimizing the discharge of pollutants during construction are described in the rest of this section. Those measuresand/or activities for post-construction are described in Section C.B2 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS:See Sheets C300-C301 - SWPPP - Erosion Control Plan for the location(s) of the construction entrance(s).See Sheets C304-C306 - SWPPP - Specifications & Details for construction entrance details and specifications.B3 - SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION:N/A - Erosion Control Plan for temporary surface stabilization methods.See Sheets C302 - SWPPP - Erosion Control Plan for permanent surface stabilization methods.See Sheets C304-C306 - SWPPP - Specifications & Details for surface stabilization specifications, application rates for soil amendments and see mixtures,application rate and anchoring method for mulch, and erosion control blanket installation specifications.B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS:Erosion control blanket will be used in swales.Sheet flow areas will be protected by seed and mulch or hydroseeding.Erosion control blanket will be installed on sloped areas where the slope exceeds 3:1 (horizontal to vertical).Silt fencing will be utilized to minimize runoff from construction areas.See Sheets C300-C302 - SWPPP Plans for location(s) and method(s) of sediment control measures for concentrated flow areas.See Sheets C304-C306 - SWPPP - Specifications & Details for sediment control measures for concentrated flow area specifications.B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS:Sheet flow areas will be protected by seed and mulch or hydroseeding.Erosion control blanket will be installed on sloped areas where the slope exceeds 3:1 (horizontal to vertical).Silt fencing will be utilized to minimize runoff from construction areas.See Sheets C300-C302 - SWPPP - Erosion Control Plan Plans for location(s) and method(s) of sediment control measures for sheet flow areas.See Sheets C304-C306 - SWPPP - Specifications & Details for sediment control measures for sheet flow area specifications.B6 - RUN-OFF CONTROL MEASURES:No direct run-off control measures are required for this project.B7 - STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS:Rip-rap revetment will be used at each of the stormwater outlets where not connecting into existing manholes.N/AB8 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS:Erosion control blanket will be utilized as grade-stabilization structures.See Sheets C302 - SWPPP - Erosion Control Plan for location(s) of grade stabilization structures.See Sheets C304-C306 - SWPPP - Specifications & Details for grade stabilization structure specifications.B9 - DEWATERING APPLICATIONS AND MANAGEMENT METHODS:N/AB10 - MEASURES UTILIZED FOR WORK WITHIN WATERBODIES:There will be no work within waterbodies for this project.B11 - MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE:Inspection Schedule/ReportingThe project site owner and/or designated representative(s) shall refer to Section 3.6 - Performance Standards - Monitoring and Project ManagementRequirements of the IDEM Construction Stormwater General Permit for minimum requirements for self-monitoring inspections. Additional measures arelisted below.Stone entrance• Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use.• Reshape pad as needed for drainage and runoff control.• Top dress with clean stone as needed.• Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping. Flushing should only be used if the water isconveyed into a sediment trap or basin.• Repair any broken road pavement immediately.Silt Fence• Inspect the silt fence periodically and after each storm event.• If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately.• Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge.• Take care to avoid undermining the fence during cleanout.• After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize.Topsoil Stockpile• Determine depth and suitability of topsoil at the site. (For help, contact the local SWCD office to obtain a County Soil Survey Report, or consult with a SoilScientist.)• Prior to stripping topsoil, install any site-specific downslope practices needed to control runoff and sedimentation.• Remove the soil material no deeper than what the County Soil Survey describes as "surface soil" (i.e., A or Ap horizon).• Stockpile the material in accessible locations that neither interfere with other construction activities nor block natural drainage; and install silt fences orother barriers to trap sediment. (Several small piles around the construction site are usually more efficient and easier to contain than one large pile.)• If soil is stockpiled for more than six (6) months, it should be temporarily seeded or covered with a tarp or surrounded by a sediment barrier.Temporary Diversions• Inspect weekly and following each storm event.• Remove sediment from the channel and reinforce the ridge as needed.• Check the outlets and make necessary repairs immediately.• Remove sediment from traps when they are 50% full.• When the work area has been stabilized, remove the ridge, fill the channel to blend with the natural ground, remove temporary slope drains, and stabilize alldisturbed areas.Rock Dam• Inspect the rock dam and basin following each storm event.• Remove sediment when it accumulates to half the design volume (marked by stake).• Check the dam and abutments for erosion, piping, and rock displacement, and repair immediately if the basin does not drain between storms, replace thestone on the upstream face of dam if the basin drains to rapidly following a storm (less than 6 hrs.), add INDOT CA No. 5 gravel on the upstream face of thedam.• Once the contributing drainage area has been permanently stabilized, remove water and sediment from the basin, remove the dam, disposing of the rock indesignated disposal areas, smooth the site to blend the surrounding area, stabilize.Temporary Seeding• Inspect periodically after planting to see that vegetative stands are adequately established; reseed if necessary.• Check for erosion damage after storm events and repair; reseed and mulch if necessary.• Topdress fall seeded wheat or rye seedings with 50 lbs./acre of nitrogen in February or March if nitrogen deficiency is apparent.Permanent Seeding• Inspect periodically, especially storm events, until the stand is successfully established.• Characteristics of a successful stand include vigorous dark green or bluish-green seedlings; uniform density with nurse plants, legumes, and grasses wellintermixed; green leaves; and the perennials remaining green throughout the summer, at least at the plant base.• Plan to add fertilizer the following season according to soil test recommendations.• Repair damaged, bare, or sparse or patchy, by filling any gullies, re-fertilizing, over- or re-seeding and mulching after re-preparing the seedbed.• If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact the SWCD or cooperative extension office forassistance.)• If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations.Erosion Control Matting• During vegetative establishment, inspect after storm events for any erosion below the blanket.• If any area shows erosion, pull back that portion of the blanket covering it, add soil, re-seed the area, and re-lay and staple the blanket.• After vegetative establishment, check the treated area periodically.Inlet Protection• Inspect frequently for damage by vehicular traffic, and repair if needed.• Inspect after each storm event.• Remove sediment (do not flush with water) when it reaches half the height of the barrier.• Deposit removed sediment where it will not enter storm drains.• When the contributing drainage areas have been stabilized, remove inlet protection.B12 - PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES INRELATION TO LAND DISTURBANCE:1. The Contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on the site being started. The Contractorand/or Developer shall notify IDEM and the City of Carmel 48 hours prior to start of construction.2. Following the required pre-construction meeting the Contractor shall install the “posting information center”. The posting information center is thelocation where a copy of the approved IDEM Construction Stormwater General Permit, Approved SWPP Plan, signed O&M Manual and MaintenanceLogs are to be located. The Contractor shall proceed to construct the construction entrance after all posting requirements have been met.See Sheet C300-C301 - SWPPP - Erosion Control Plan - Location(s) of the construction entrance(s) and the posting information center.See Sheet C305 - SWPPP - Specifications & Details - Construction entrance details and specifications.3. Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to themaintenance and refueling area detail on Sheet C304.4. Prior to any earth moving, the Contractor shall install all silt fence.See Sheets C300-C301 - SWPPP - Erosion Control Plan for location(s) of silt fence.See Sheets C306 - SWPPP - Specifications & Details for silt fence specifications.5. The Contractor shall protect existing curb inlets with drop inlet protection baskets and end section inlets with rock horseshoe dams.N/A6. When the "existing" site/construction limits are completely protected, the Contractor shall begin stripping the existing topsoil within the constructionlimits and utilize in non-structural fill areas.7. The Contractor shall install the proposed storm sewers.See Sheets C200 - Site Development Plans for location(s) of proposed storm sewer and swale(s).See Sheets C305 - SWPPP - Specifications & Details for erosion control blanket specifications.8. All inlets shall be protected with drop inlet baskets immediately following their installation.N/A9. The Contractor shall continue to grade the remainder of the site.See Sheets C200 - Site Development Plans for proposed site topography.10. The Contractor shall excavate around the existing sanitary manhole(s) and expose the proposed connection point(s) for the proposed sanitary sewer.N/A11. The proposed onsite storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are encountered. N/A12. The Contractor shall install water main. N/A13. The Contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method chosen, dust shall be kept to a minimum.Dust shall be removed from the construction vehicles prior to leaving the site.N/A.14. The Contractor shall install all concrete curb.N/A15. The Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the Contractor to ensure that the trench area isseeded and mulched immediately following the installation of each utility.See Sheets C302 - SWPPP - Permanent Plans for location(s) of seeding and mulch.See Sheets C305 - SWPPP - Specifications & Details for seeding and mulch and specifications.16. The Contractor shall install all asphalt pavement.N/A17. The Contractor shall install the proposed erosion control blanket in the remaining swales.See Sheets C200 - Site Development Plans for location(s) of swale(s).See Sheets C302 - SWPPP - Erosion Control Plan for location(s) of erosion control blanket.See Sheets C305 - SWPPP - Specifications & Details for erosion control blanket specifications.18. The Contractor shall permanent seed all areas between the back of curb and the constructed pads, and any remaining areas.See Sheets C300 - SWPPP - Erosion Control Plans for location(s) of permanent seeding.See Sheets C304 - SWPPP - Specifications & Details for application rates for soil amendments and see mixtures.19. The Contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized. After the Inspector approves the siteconditions, the Contractor shall remove all temporary erosion control practices.20. The post-construction erosion control practices then become the responsibility of the Developer of this project.21. The Developer of this project shall continue to monitor this site for good housekeeping on the post-construction BMP's until a NOT is filed with IDEM.B13 - PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THEPROPOSED PROJECT:See Sheet C304 - SWPPP - Specifications & Details for erosion and sediment control on individual residential building lot detail and specifications.B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1:Material Handling and Spill PreventionDischarge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator isrequired to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description ofthe release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to preventfuture spills) to the local MS-4.Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI until such time as theyhave submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight ofthe day the NOT is signed.All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met:1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible.2. Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized.3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner.Spill Response DirectionsIn the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact theconstruction supervisor, developer, County Surveyor's Office and the local fire department.In the event of spills that have potential groundwater or surface water contamination, please contact the construction supervisor, developer, County Surveyor'sOffice, local fire department and IDEM.Alert Procedures for Spills1. Any personnel observing a spill will immediately initiate the following procedure:a. Dial "0" from any telephone.b. Notify the appropriate emergency personnel.2. The emergency coordinator will then take the following actions:a. Barricade the area, allowing no vehicles to enter or exit the spill zone.b. Notify the IDEM Office of Land Quality Emergency Response at the contact number listed below.c. Notify the EPA National Response Center at the contact number listed below, providing the following information:xTime of the observation of the spillxLocation of the spillxIdentity of the material(s) spilledxProbable source of the spillxProbable time of the spillxVolume and duration of the spillxCurrent and anticipated movement of the spillxCurrent weather conditionsxPersonnel at the scene of the spillxAction(s) initiated by personnelxNotify the following agencies at the contact numbers listed below: local fire department, local police department, local soil & waterconservation district, local department of public works or stormwater/MS4 department.xNotify waste recovery contractor, maintenance personnel, and/or other contracted personnel as necessary for spill cleanup.xCoordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated.xCooperate with the IDEM Office of Land Quality Emergency Response or procedures and reports involved with the spill event.Contact NumbersEmergency Response 911Carmel Engineering Department (317) 571-2441Carmel Fire Department (317) 571-2600Carmel Utilities (317) 571-2645IDEM Office of Land Quality Emergency Response (317) 233-7745 or (888) 233-7745EPA National Response Center (800) 424-8802Hamilton County Soil & Water Conservation District (317) 773-2181Carmel Stormwater (317) 571-2400Indiana Department of Natural Resources (317) 477-8773Hamilton County Surveyor's Office (317) 776-8495Cleanup Parameters1. The Owner shall be kept continually informed during cleanup. Listings of qualified contractors and available vacuum trucks, tank pumpers, availableabsorbant materials and cleanup supplies, and other necessary equipment shall be maintained and readily accessible for cleanup operations.2. All maintenance personnel shall be made aware of methods for spill prevention and the procedures outlined within this plan. Personnel shall be informedof updates to procedures and guidelines related to spill prevention, cleanup operations, and/or changes to this plan.3. In the event of a life endangering spill event, life-saving operations shall be carried out by local police and fire department officials.4. The disposal of materials, especially absorbant, used during spill cleanup operations is subject to the approval and guidelines of IDEM.5. Flushing of spilled materials, or spill-related materials, with water is not permitted without the authorization of IDEM.B15 - MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY:Solid Waste DisposalNo solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, includingdisposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptiedperiodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal.A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures.Hazardous WasteWhenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in themanner specified by federal, state, or local regulations or by the manufacturer.Use containment berms in fueling and maintenance areas and where potential for spills is high.A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. Thelocation of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location ofthe facility.Dust Control/Off-site Vehicle TrackingDuring construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should bestabilized to reduce dust.Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimizethe amount of soil and mud that is tracked into existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removedat a frequency sufficient to minimize offsite impacts.Sanitary/SepticContractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall beprovided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all constructionpersonnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors.The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on-site location of saidfacilities.Water SourceWater used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private wellapproved by the State or local health department.Equipment Fueling and Storage AreasEquipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluidswill be collected and not allowed to discharge into soil where they may be washed away during a rain event.Equipment washdown (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited.Hazardous Material StorageChemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is notresealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areaswithin covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal,state, and local regulations.As may be required by federal, state, or local regulations, the Contractor should have a Hazardous Materials Management Plan and/or Hazardous MaterialsSpill Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on properhazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollutionprevention plan by the operator following on-site location of the storage areas.SITEHUSSEY LANECEDAR PLACESPRING MILL ROADVICINITY MAPSCALE: 1" = 500'4/8/2024
BrWBrMmB2MmB2ShHeFCrAMmC2MoD3MmB2MoC3MmB2ShDATE MARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HSWPPP - SPECIFICATIONS & DETAILSC304102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C303 - Erosion Control - Details.dwg - C304Modified / By: January 22, 2024 1:00:53 PM / kmitchellPlotted / By: April 4, 2024 1:12:51 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEMSOILS LEGENDMap Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, erodedThis moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is onsideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. Thesurface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent).Permeability is very slow(< 0.06 in/hr) in the most restrictive layer above 60 inches. Availablewater capacity is low (5.9 inches in the upper 60 inches). The pH of the surface layer in non-limedareas is 5.1 to 6.0. Droughtiness and water erosion are management concerns for crop production.Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, erodedThis moderately sloping, deep, well drained soil is on knobs and breaks along streams anddrianageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres insize.Map Unit: MoD3 - Miami complex, 12 to 18 percent slopes, erodedThe Miami soils are moderately well drained and have a seasonal high watertable at 2.0 to 3.0 ft.and are on sideslopes on uplands. Slopes are 12 to 18 percent. The native vegetation is hardwoods.The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent).Permeability is very slow ( < 0.06 in/hr) in the most restrictive layer above 60 inches. Availablewater capacity is low (5. 7 inches in the upper 60 inches). The pH of the surface layer in non-limedareas is 5.1 to 6.0. Droughtiness and water erosion are management concerns for crop production.Map Unit: Sh - Shoals silt loamThis somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and is onfloodplains. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is siltloam and has moderate organic matter content (2.0 to 4.0 percent). Permeability is moderate (0.6 to2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (10.8 inchesin the upper 60 inches). The pH of the surface layer in non-limed areas is 6.6 to 7.8. Wetness andthe flooding hazard are management concerns for crop production. This soil responds well to tiledrainage. Because of the flooding hazard, this soil has a severe limitation for most non-ag uses.HOUSEGARAGEPAD ELEV.TOPSOILSTOCKPILECONSTRUCTIONENTRANCE/EXITSTREET(TO BE CLEARED AT ENDOF EVERY WORK DAY)SIDEWALKCURB & GUTTERREAR YARDDRAINAGE SWALESIDE YARDDRAINAGE SWALECURB INLETPROTECTIONDROP INLETPROTECTIONBASKETSUBSOILSTOCKPILEEROSION CONTROL PLAN LEGENDPROPERTY LINE/DRAINAGESWALEDRAINAGE FLOWTREE CONSERVATIONSILT FENCECONCRETE WASHOUTPERMANENT SEEDINGAREA TO BE TOP-SOILED,SEEDED, AND MULCHED BYOWNER AT COMPLETION OFCONSTRUCTION. PALIMAR ISTO BE USED OF GRASSGROWTH IS NOT POSSIBLE.NOTES:1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION.2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE.3. CONTRACTOR TO CLEAN STREETS WHEN DIRT AND CONSTRUCTION DEBRIS IS EVIDENT.4. PERIMETER PROTECTION SHOULD BE INSTALLED BEFORE EXCAVATION OF BASEMENT/FOUNDATION HAS BEGUN. PERIMETERPROTECTION ON LOTS SHALL REMAIN IN PLACE UNTIL THE LOT IS STABILIZED WITH AT LEAST 70% COVER. ALL TRASH ANDCONSTRUCTION DEBRIS SHALL BE DISPOSED PROPERLY INTO AN ENCLOSED WASTE RECEPTACLE.STORM WATER POLLUTION & PREVENTION NOTES:A. ALL STORM WATER QUALITY MEASURES, INCLUDING EROSION AND SEDIMENT CONTROL, NECESSARY TO COMPLY WITH THISRULE MUST BE IMPLEMENTED IN ACCORDANCE WITH THE PLAN AND SUFFICIENT TO SATISFY SUBSECTION (B).B. PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS REGULATED UNDER THE ORIGINAL PERMITOF A PROJECT SITE OWNER MUST INCLUDE THE FOLLOWING REQUIREMENTS:B.1. THE INDIVIDUAL LOT OPERATOR, WHETHER OWNING THE PROPERTY OR ACTING AS THE AGENT OF THE PROPERTY OWNER,SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS ASSOCIATED WITH ACTIVITIES ONINDIVIDUAL LOTS.B.2. INSTALLATION AND MAINTENANCE OF A STABLE CONSTRUCTION SITE ACCESS.B.3. INSTALLATION AND MAINTENANCE OF APPROPRIATE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TOLAND DISTURBANCE.B.4. SEDIMENT DISCHARGE AND TRACKING FROM EACH LOT MUST BE MINIMIZED THROUGHOUT THE LAND DISTURBINGACTIVITIES ON THE LOT UNTIL PERMANENT STABILIZATION HAS BEEN ACHIEVED.B.5. CLEAN-UP OF SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED OF IN A MANNER THAT IS IN COMPLIANCE WITH ALLAPPLICABLE STATUTES AND RULES.B.6. ADJACENT LOTS DISTURBED BY AND INDIVIDUAL LOT OPERATOR MUST BE REPAIRED AND STABILIZED WITH TEMPORARYOR PERMANENT SURFACE STABILIZATION.B.7. FOR INDIVIDUAL RESIDENTIAL LOTS, FINAL STABILIZATION MEETING THE CRITERIA IN SECTION 7(B)(20) OR THIS RULE WILLBE ACHIEVED WHEN THE INDIVIDUAL LOT OPERATOR:B.7.A. COMPLETES FINAL STABILIZATION; ORB.7.B. HAS INSTALLED APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES FOR AN INDIVIDUAL LOT PRIOR TOOCCUPATION OF THE HOME BY THE HOMEOWNER AND HAS INFORMED THE HOMEOWNER OF THE REQUIREMENT FOR,AND BENEFITS OF, FINAL STABILIZATION. 7(B)(20) FINAL STABILIZATION OF A PROJECT SITE IS ACHIEVED WHEN:B.7.1.A. ALL LAND DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND A UNIFORM (FOR EXAMPLE, EVENLYDISTRIBUTED, WITHOUT LARGE BARE AREAS) PERENNIAL VEGETATIVE COVER WITH A DENSITY OF SEVENTYPERCENT (70%) HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENTSTRUCTURES, OR EQUIVALENT PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED; ANDB.7.1.B. CONSTRUCTION PROJECTS ON LAND USED FOR AGRICULTURAL PURPOSES ARE RETURNED TO ITSPRECONSTRUCTION AGRICULTURAL USE OR DISTURBED AREAS, NOT PREVIOUSLY USED FOR AGRICULTURALPRODUCTION, SUCH AS FILTER STRIPS AND AREAS THAT ARE NOT BEING RETURNED TO THEIR PRECONSTRUCTIONAGRICULTURAL USE, MEET THE FINAL STABILIZATION REQUIREMENTS IN CLAUSE (A).B.8. THE PERMIT HOLDER/OWNER NEEDS TO CONDUCT AN ONSITE E.C. EVALUATION AFTER EVERY MEASURABLE RAIN FALLEVENT OF 5" OR GREATER. THESE MUST BE FILED FOR A MINIMUM OF THREE YEARS.CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICESINDIVIDUAL LOT STORM WATER POLLUTION & PREVENTION DETAILNOT TO SCALE5'-0"1'-0" (MIN.)ROCK ABUTMENTSPILLWAYCREST ELEV.ROCKAPRONFILTERFABRIC1'-6" (MIN.)1'-0" (MIN.)UPSTREAMGRAVEL FACING5'-0" (MIN.)2'-0"#8 STONE FACING1'-0" (
MI
N.)6" RIP-RAP5'-0"FLOWTOP ELEV. = 896.00ROCK HORSE SHOE DAM DETAILNOT TO SCALETOP VIEWSIDE VIEW30027525022520017515012510075502504:1 3:1 2:1 1:1LOW FLOWCHANNELMED/HIGH FLOWCHANNEL ANDSHORELINEDCCBCBBCABA6'3'3'6'3'1.5'3'4'2'4'2'3'1.5'4'2'20"3'1 STAPLEPER SQ. YD.112 STAPLESPER SQ. YD.2 STAPLESPER SQ. YD.312 STAPLESPER SQ. YD.ABCDSTAPLE PATTERNS APPLY TO ALL NORTHAMERICAN GREEN EROSION CONTROLBLANKETS. STAPLE PATTERNS WILLVARY DEPENDING UPON SLOPE LENGTH,SLOPE GRADE, SOIL TYPE, AND AVERAGEANNUAL RAINFALL.EROSION CONTROL BLANKETSTAPLE PATTERN GUIDENOT TO SCALELINE WITH GEOTEXTILE WOVEN FABRIC#2 STONE316"MIN.FUELING & VEHICLEMAINTENANCE AREAPORT-O-LETFUEL OIL TANK(DOUBLE WALL)CONCRETE WASHOUT AREACONSTRUCTIONDUMPSTERPOSTING SIGNLOCATIONCONSTRUCTION ENTRANCE DETAILNOT TO SCALESECTION "Z-Z"EROSION CONTROL NOTESEROSION CONTROL MEASUREINSTALLATION SEQUENCEMAINTENANCESTONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.TOPDRESS WITH CLEAN STONE AS NEEDED.IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING.FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTIONIMMEDIATELY.REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSINGTHE FABRIC TO BULGE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRINGTHE DISTURBED AREA TO GRADE, AND STABILIZE.TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADINGDETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAINA COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.)PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE-SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF ANDSEDIMENTATION.REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL" (I.E., A ORAP HORIZON).STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIESNOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02-B).(SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THANONE LARGE PILE.)IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP ORSURROUNDED BY A SEDIMENT BARRIER.TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT.REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED.CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY.REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL.WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURALGROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS.ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT.REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE)CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THEBASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TORAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM.ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED,a. REMOVE WATER AND SEDIMENT FROM THE BASIN,b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS,c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA,d. STABILIZETEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IFNECESSARY.CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY.TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGENDEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.)PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED.(CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS; UNIFORMDENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALSREMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.)PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS.REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE- SEEDING ANDMULCHING AFTER RE-PREPARING THE SEEDBED.IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS.(CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TESTRECOMMENDATIONS.EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED THE AREA,AND RE-LAY AND STAPLE THE BLANKET.AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.INLET PROTECTION AFTER EACH INLET IS PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED.INSPECT AFTER EACH STORM EVENT.REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER.DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESEAREAS ARE STABILIZEDN/AREMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESEAREAS ARE STABILIZEDN/ASOILS MAPSCALE: 1" = 500'SITEHUSSEY LANECEDAR PLACESPRING MILL ROADSTABILIZATIONPRACTICEPERMANENTSEEDINGDORMANTSEEDINGSEEDINGSODDINGMULCHINGJAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. A *///////////* *///>B > B > E *////////* > F** *//////////////* >G >SEASONAL SOIL PROTECTION CHARTA = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC. PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC.B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.:C = SPRING OATS 3 BUSHEL/ACRED = WHEAT OR RYE 2 BUSHEL/ACREE = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.)F = SODG = STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR*///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT.** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SODTACKIFYING4/8/2024
DATEMARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HSWPPP - SPECIFICATIONS & DETAILSC305102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C303 - Erosion Control - Details.dwg - C305Modified / By: January 22, 2024 1:00:53 PM / kmitchellPlotted / By: April 4, 2024 1:12:54 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEM4/8/2024
DATEMARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HSWPPP - SPECIFICATIONS & DETAILSC306102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C303 - Erosion Control - Details.dwg - C306Modified / By: January 22, 2024 1:00:53 PM / kmitchellPlotted / By: April 4, 2024 1:13:01 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEM4/8/2024
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797
796 805806802801800799
801816815814811808805803791792793794795796797814813812811810809807800 78678778878979079179279379479579679779879980080180280380380280180079979840240315' D.&U.E.15' D.&U.E.15' D.&U.E.20.0' BMPACCESS EASEMENT20.0' BMP ACCESS EASEMENT20.0' BMPACCESS EASEMENT80480540640780280280380380280115' BMPE20.0' BMP ACCESS EASEMENT15' BMPE15' BMPE15' BMPE12' SPILLWAY15' BMPEHUSSEY LANEo o oo o oo o oo o oo o oo o o o o o o o o o o oo o oo o oo o oo o o o o oo o oo o oo o oo o oo o oo o oo o o798.84799.01799.18799.43799.71799.99800.27800.55800.83801.11801.30801.47801.64801.820+00.000+50.001+00.001+50.002+00.002+50.003+00.003+50.004+00.005+00.006+00.007+00.008+00.008+40.31DATE MARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HC400102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C400 - Cross Sections.dwg - C400Modified / By: February 19, 2024 1:49:07 PM / kmitchellPlotted / By: April 4, 2024 1:13:40 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEMGRAPHIC SCALE( IN FEET ) 1" = 40 FTNATURAL BUFFERNATURAL BUFFERNATURAL BUFFER4/8/2024
0-25-50-75-100-125-150-175-200-225-250-275-300-325-3500-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400EXISTING GRADEFLOOD LINEPROPOSED GRADEEXISTING GRADEFLOOD LINE0-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400EXISTING GRADEFLOOD LINEPROPOSED GRADEFLOOD PLAIN FILLFLOOD PLAIN FILL3.05 SQ.FT.FLOOD PLAIN FILL46.97 SQ.FT.NATURAL BUFFERDATE MARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HC401102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C400 - Cross Sections.dwg - C401Modified / By: February 19, 2024 1:49:07 PM / kmitchellPlotted / By: April 4, 2024 1:13:45 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEM4/8/2024
0-25-50-75-100-125-150-175-200-225-250-275-300-3250-25-50-75-100-125-150-175-200-225-250-275-300PROPOSED GRADEEXISTING GRADEFLOOD LINE0-25-50-75-100-125-150-175-200-225-250-275-300-325-3500-25-50-75-100-125-150-175-200-225-250-275-300PROPOSED GRADEEXISTING GRADEFLOOD LINEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADEFLOOD PLAIN FILL33.96 SQ.FT.FLOOD PLAIN FILL63.26 SQ.FT.FLOOD PLAIN FILL49.02 SQ.FT.FLOOD PLAIN FILL24.86 SQ.FT.NATURAL BUFFERNATURAL BUFFERNATURAL BUFFERNATURAL BUFFERDATE MARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HC402102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C400 - Cross Sections.dwg - C402Modified / By: February 19, 2024 1:49:07 PM / kmitchellPlotted / By: April 4, 2024 1:13:51 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEM4/8/2024
0-25-50-75-100-125-150-175-200-225-250PROPOSED GRADEEXISTING GRADEFLOOD LINENATURAL BUFFER0-25-50-75-100-125-150-175-200-225-250-275-300NATURAL BUFFERPROPOSED GRADEEXISTING GRADEFLOOD LINEFLOOD PLAIN FILL14.83 SQ.FT.FLOOD PLAIN CUT40.0 SQ.FT.FLOOD PLAIN CUT90.0 SQ.FT.0-25-50-75-100-125-150-175-200-2250-25-50-75-100-125-150-175-200PROPOSED GRADEEXISTING GRADEFLOOD LINEPROPOSED GRADEEXISTING GRADEFLOOD LINEFLOOD PLAIN CUT120.0 SQ.FT.FLOOD PLAIN CUT160.0 SQ.FT.NATURAL BUFFER0-25-50-75-100-125-150-175-200PROPOSED GRADEEXISTING GRADEFLOOD LINEDATE MARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HC403102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C400 - Cross Sections.dwg - C403Modified / By: February 19, 2024 1:49:07 PM / kmitchellPlotted / By: April 4, 2024 1:14:01 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEMFLOODPLAIN CUT / FILL SUMMARY TABLEFILL CUTSTATIONAREA (SF) VOL (CF) AREA (SF) VOL (CF)0 0.00 0.0050 46.97 1174.301003.05 1250.5015033.96 925.3020063.26 2430.50250 49.02 2807.00300 24.86 1847.00350 14.83 992.30 90.00 2250.00400 0.00 370.80 40.00 3250.00500 0.00 0 120.00 8000.00600 0.00 160.00 14000.00700 8000.00800TOTAL (CF)11797.50 35500.00TOTAL (CY)436.94 1314.814/8/2024
SCALE: 1"=50' HOR. 1"=5' VERT.790800790800OUTLET CONTROL STA. 1+91TC=800.02191 L.F. 0.33% 12 '' RCP796.00796.63END SECTION #400STA. 0+00o o oN.P. = 800.00PROPOSED GRADEEXISTING GRADESCALE: 1"=50' HOR. 1"=5' VERT.795800810795800810NYLOPLAST #403STA. 0+26TC=802.2526 L.F. 0.30%12" 12 H.D.P.E.UP INV.=800.08DOWN INV.=800.00END SECTION #402STA. 0+006" SSDELEV:800.08PROPOSED GRADEEXISTING GRADEPROPOSED GRADEEXISTING GRADESCALE: 1"=50' HOR. 1"=5' VERT.800810800810END SECTION #804STA. 0+00276 L.F. 0.30% 21" 21 H.D.P.E.802.00802.83END SECTION #805STA. 2+76SCALE: 1"=50' HOR. 1"=5' VERT.795800810795800810PROPOSED GRADEEXISTING GRADENYLOPLAST #407NYLOPLASTSTA. 0+28TC=801.9028 L.F. 0.30%12" 12 H.D.P.E.UP INV.=800.08DOWN INV.=800.00END SECTION #406STA. 0+006" SSDELEV:800.08DATE MARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HC800102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C800 - Construction Details.dwg - C800Modified / By: February 19, 2024 1:52:21 PM / kmitchellPlotted / By: April 4, 2024 1:14:38 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEM12"36"12"WIDTH OF END SECTIONSTEELALL-THREAD,12" LONG 12" MIN. DIA.12"STEELALL-THREADBOLT HOOKS,12" LONGSTEEL NUTSAND WASHERSPLAN VIEWSECTION VIEWPROFILE VIEWANCHOR FOR CONCRETE END SECTIONSNOT-TO-SCALENOTES:ALL-THREAD SPACING TO BE TWO PER FOOTEX.: 12" END SECTION = 2 ALL-THREAD24" END SECTION = 4 ALL-THREAD12"12" R.C.P.PIPE6" Ø ORIFICEINV.=800.00N.P.=800.00100-YR EL.=801.67TOP OF STR.=802.0010-YR EL.=800.8224"6"6"4"3"4"6.0"6.0"6"STRUCTURE TO BE INSTALLED ON6" COMPACTED #8 AGGRETATEELEVATIONSIDEOUTLET CONTROL STR. #401/LAKE #1NOT-TO-SCALEPLANR-4215-A(SEE DETAIL THIS SHEET)24.0"6.0"6.0"6.0"6.0"24.0"6.0"6.0"6.0"6.0"12" R.C.P.PIPEINV.=796.63NOTE:ANTI-VORTEX PLATE TO BEINSTALLED ON TOP ORIFICEDURING MANUFACTURING.4"4.0"TRASHGUARD LPG-10(SEE DETAIL THIS SHEET)1.0"9.5"X9" RECTANGLEINV.=801.20RAIN GARDEN CONTROL STRUCTURE #407NOT TO SCALE12" H.D.P.P.18"12" HDPE INV.= 800.0818"18"BASIN BOTTOM=801.90TOP ELEV.= 802.10NOTE: CONTRACTOR SHALL VERIFYPROPER METHOD OF ATTACHING TOOUTLET STRUCTURE PRIOR TOFABRICATION & INSTALLATIONPROPOSED GRADERAINGARDENRAINGARDEN18"18" DOME GRATE1899CGD18" DOME GRATE1899CGDRAIN GARDEN CONTROL STRUCTURE #403NOT TO SCALE12" H.D.P.P.18"12" HDPE INV.= 800.0818"18"BASIN BOTTOM=801.90TOP ELEV.= 803.00NOTE: CONTRACTOR SHALL VERIFYPROPER METHOD OF ATTACHING TOOUTLET STRUCTURE PRIOR TOFABRICATION & INSTALLATIONPROPOSED GRADE2" ORIFICERAINGARDENRAINGARDEN18"18" DOME GRATE1899CGD18" DOME GRATE1899CGD6" Ø ORIFICEINV.=800.00100-YR EL.=801.67TOP OF STR.=802.0010-YR EL.=800.8224"6"6"4"3"4"6.0"6.0"6"STRUCTURE TO BE INSTALLED ON6" COMPACTED #8 AGGRETATEELEVATIONFRONTOUTLET CONTROL STR. #401/LAKE #1NOT-TO-SCALER-4215-A(SEE DETAIL THIS SHEET)INV.=801.2012" RCPINV.=796.63TRASHGUARD LSW-1024(SEE DETAIL THIS SHEET)9"9.5"4/8/2024
DATEMARKREVISIONS BYS & A JOB NO.SHEET NO.DRAWN BY: CHECKED BY:A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED:S T O E P P E L W E R T HC801102779HOS10405 HUSSEY LANECARMEL, IN 46032KJJM/GEM BMBCARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/20/23File Name:S:\102779HOS\DWG\C800 - Construction Details.dwg - C801Modified / By: February 19, 2024 1:52:21 PM / kmitchellPlotted / By: April 4, 2024 1:14:42 PM / Greg Myers01/23/24 REVISED PER CITY COMMENTS KJJM02/19/24 REVISED PER CITY COMMENTS KJJM04/04/24 REVISED PER CITY COMMENTS GEM4/8/2024