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HomeMy WebLinkAboutReserve at Springmill Replat 68-71 Full SetSANNE R COURT 80 79 78 77 76 75 71 68 SANNER COURT (PRIVATE STREET) SANNER COURT(PRIVATE STREET) S AN NER CO UR T MIL L R I DG E D R I V E MI LLR ID GE DR IVE LO T7 4L OT 73L OT 72LO T6 7LO T6 6LO T6 5L OT 64LO T6 3LO T6 2LOT 61 L OT 60 L OT 59LO T58LOT 57LOT 56LOT 55LO T5 4L OT 53 L OT 52SANNER COURT(PR IV ATE ST RE ET) NO SCALE PROJECT LOCATION W S N E BENCHMARK INFORMATION SITE TBM - TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88) GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE A TRENCH SAFETY SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONFIRM THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0208G, DATED NOVEMBER 19, 2014. 13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES NOT CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; NOBLESVILLE, INDIANA, NATIONAL WETLANDS INVENTORY MAP. NO WETLANDS ARE IMPACTED BY THIS DEVELOPMENT. 15) ALL WATER MAINS, HYDRANTS, AND WATER VALVES SHALL BE INSPECTED AND SHALL COMPLY WITH BACKFILL, BEDDING, AND THRUST BLOCK REQUIREMENTS PER CITY OF CARMEL DETAIL SHEETS. SITE MAP W S N E CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 ALEX JORDAN 317-571-2441 TRI-COUNTY REGIONAL SEWER UTILITY 7236 MAYFLOWER PARK DR. ZIONSVILLE, IN 46077 RYAN HARTMAN 317-844-9200 HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, IN 46060 317-776-8495 SAM CLARK CITY OF CARMEL STREET DEPARTMENT 3400 W. 131ST STREET CARMEL, IN 46074 ERIC RUSSELL 317-733-1204 CARMEL UTILITIES - WATER 760 3RD AVENUE S.W. CARMEL, IN 46032 JOHN DUFFY 317-571-2443 CITY OF CARMEL PLANNING/ZONING DEPTARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 ALEXIA LOPEZ 317-571-2417 SPECTRUM 3030 ROOSEVELT AVENUE INDIANAPOLIS, IN 46218 STEVE CREECH 317-429-6691 CITY OF CARMEL FIRE DEPARTMENT 10701 N. COLLEGE AVENUE INDIANAPOLIS, IN 46280 CHRIS ELLISON 317-571-2600 CROSSROAD ENGINEERS 3417 S. SHERMAN DR. BEECH GROVE, IN 46107 WILLIE HALL 317-780-1555 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, IN 46061 CHAD MILLER 317-776-5590 DUKE ENERGY 16475 SOUTHPARK DRIVE WESTFIELD, IN 46074 JESSI HERRINGTON 317-896-6725 OPERATING AUTHORITIES NO SCALE W S N E SITE LOCATION MAP NO SCALE W S N E SEE SHEET C202 FOR SOIL DEFINITIONS. LATITUDE: 39°56'21" N, LONGITUDE: 86°09'45" W 340 SANNER COURT INDIANAPOLIS, IN 46290 PLANS PREPARED BY WEIHE ENGINEERS 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 CONTACT PERSON: DUANE SHARRER EMAIL: SHARRERD@WEIHE.NET PLANS PREPARED FOR PITTMAN FAMILY REAL ESTATE INVESTORS, LLC P.O. BOX 554 CARMEL, INDIANA 46082-0554 TELEPHONE: (317) 590-5074 CONTACT PERSON: STEVE PITTMAN EMAIL: STEVE@PITTMANPARTNERS.COM CONSTRUCTION PLANS FOR THE RESERVE AT SPRINGMILL, SECTION 2, REPLAT OF LOTS 68, 69C, 70C, & 71 SCALE: 1"=50' SOILS MAP AREA LOCATION MAP C001 Title SheetC001TITLE SHEETW210497BCHW210497 01-13-2022DASJRV340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7110 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: C:\Users\hansenb\appdata\local\temp\AcPublish_32036\C001 Title Sheet.dwgLAYOUT: C001DATE/TIME: August 11, 2022 - 7:31amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH Sheet List Table Sheet Number Sheet Title C001 Title Sheet C100 Existing Conditions & Demolition Plan C200 SWPPP Phase I C201 SWPPP Phase II C202 SWPPP Specs & Details C300 Development Plan C301 Emergency Flood Route Plan C400 Street Plan & Profile C401 Cul-De-Sac Detail C402 Signage & SSD Plan C403 Street Details C500 Sanitary Plan & Profile C501 Sanitary Specs & Details C600 Storm Plan & Profile C601 Storm Specs & Details C700 Water Plan C701 Water Specs & Details L100 Landscape Plan L101 Landscape Details Know what'sbelow. before you dig.Call R LAND DESCRIPTION: A PART OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, BEING THAT 3.495 ACRE TRACT OF LAND SHOWN ON THE PLAT OF AN ORIGINAL BOUNDARY SURVEY OF SAID TRACT CERTIFIED BY AARON FATELEY, PS LS20700097 ON JANUARY 12, 2022, AS WEIHE'S PROJECT NUMBER W210497 (ALL REFERENCES TO MONUMENTS AND COURSES HEREIN SHOWN ON SAID PLAT OF SURVEY) AND BEING MORE FULLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 11; THENCE SOUTH 0 DEGREES 17 MINUTES 03 SECONDS WEST 659.67 FEET ALONG THE WEST LINE OF SAID NORTHWEST QUARTER TO THE PROLONGED NORTH LINE OF THE RESERVE AT SPRING MILL SECTION 2 PLAT RECORDED AS INSTRUMENT NUMBER 9601852 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCE NORTH 89 DEGREES 31 MINUTES 14 SECONDS EAST 476.07 FEET ALONG SAID PROLONGED NORTH LINE AND THE NORTH LINE OF SAID RESERVE AT SPRING MILL PLAT TO THE NORTHWEST CORNER OF LOT 71 IN SAID PLAT AND THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 31 MINUTES 14 SECONDS EAST 474.31 FEET ALONG SAID NORTH LINE TO THE NORTHEAST CORNER OF LOT 70C OF THE REPLAT OF LOT 69B AND 70B IN THE RE-PLAT OF 69A AND 70A OF THE RESERVE AT SPRINGMILL, SECTION 2 RECORDED AS INSTRUMENT NUMBER 2021051505 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCE SOUTH 23 DEGREES 15 MINUTES 31 SECONDS WEST 122.88 FEET ALONG THE EAST LINE OF SAID LOT 70C; THENCE SOUTH 0 DEGREES 15 MINUTES 31 SECONDS WEST 257.70 FEET ALONG THE EAST LINE OF SAID LOT 70C AND LOT 69C TO THE SOUTHEAST CORNER OF LOT 69C; THENCE NORTH 89 DEGREES 44 MINUTES 29 SECONDS WEST 306.27 FEET ALONG THE SOUTH LINE OF LOT 69C TO A SOUTH CORNER OF LOT 68 IN THE SAID PLAT OF THE RESERVE AT SPRING MILL SECTION 2; THENCE SOUTH 72 DEGREES 15 MINUTES 31 SECONDS WEST 67.39 FEET ALONG THE SOUTH LINE OF SAID LOT 68 TO THE SOUTHWEST CORNER OF SAID LOT 68; THENCE NORTH 11 DEGREES 25 MINUTES 17 SECONDS WEST 169.90 FEET ALONG THE WEST LINE OF SAID LOT 68 TO THE NORTHWEST CORNER OF SAID LOT 68; THENCE NORTH 3 DEGREES 59 MINUTES 44 SECONDS WEST 50.03 FEET TO THE SOUTHWEST CORNER OF SAID LOT 71; THENCE NORTH 5 DEGREES 44 MINUTES 29 SECONDS WEST 170.19 FEET ALONG THE WEST LINE OF SAID LOT 71 TO THE POINT OF BEGINNING CONTAINING 3.495 ACRES, MORE OR LESS. SETBACKS (S-2 ZONING WITH VARIANCE REQUESTS*) FRONT YARD: 22' MINIMUM* REAR YARD: 20' MINIMUM SIDE YARD: 5' MINIMUM* DISTURBED ACREAGE: 2.65 DESIGN SPEED: 25 MPH 08/23/22 C C CCCCG G G GGGLOT 72 LOT 67 LOT 66 LOT 63 LOT 62 LOT 61 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 SANNER CO U R T D1 D2 D4 D3 D2 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 Know what'sbelow. before you dig.Call R W S N E GENERAL DEMOLITION NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. 2. LOCATIONS OF UTILITIES NOTED TO BE REMOVED ARE APPROXIMATE AND SHALL BE RELOCATED, CAPPED AND/OR ABANDONED PRIOR TO CONSTRUCTION. 3. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL ARE THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFFSITE. 4. THE CONTRACTOR SHALL OBTAIN ALL DEMOLITION PERMITS REQUIRED BY LOCAL AND STATE AGENCIES. 5. THE CONTRACTOR SHALL MAINTAIN STREETS FREE AND CLEAR OF SEDIMENT AND DEBRIS. 6. CONTRACTOR AND DEVELOPER TO COORDINATE WITH EXISTING HOMEOWNER TO PROVIDE TEMPORARY ACCESS TO EXISTING HOME ON LOT 68 DURING CONSTRUCTION. 7. DEVELOPER TO COORDINATE WITH EXISTING HOMEOWNER TO PROVIDE PERMANENT DRIVEWAY AND SIDEWALK REPLACEMENT. 8. EXSITING PERIMETER FENCE AND COLUMNS TO BE PRESERVED. REMOVE AND REPAIR/REPLACE SECTION AS NEEDED TO INSTALL STORM SEWER PIPE. 9. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVED WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 10. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 11. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 12. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0208G, DATED NOVEMBER 19, 2014. LEGEND: LAND DESCRIPTION: A PART OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, BEING THAT 3.495 ACRE TRACT OF LAND SHOWN ON THE PLAT OF AN ORIGINAL BOUNDARY SURVEY OF SAID TRACT CERTIFIED BY AARON FATELEY, PS LS20700097 ON JANUARY 12, 2022, AS WEIHE'S PROJECT NUMBER W210497 (ALL REFERENCES TO MONUMENTS AND COURSES HEREIN SHOWN ON SAID PLAT OF SURVEY) AND BEING MORE FULLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 11; THENCE SOUTH 0 DEGREES 17 MINUTES 03 SECONDS WEST 659.67 FEET ALONG THE WEST LINE OF SAID NORTHWEST QUARTER TO THE PROLONGED NORTH LINE OF THE RESERVE AT SPRING MILL SECTION 2 PLAT RECORDED AS INSTRUMENT NUMBER 9601852 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCE NORTH 89 DEGREES 31 MINUTES 14 SECONDS EAST 476.07 FEET ALONG SAID PROLONGED NORTH LINE AND THE NORTH LINE OF SAID RESERVE AT SPRING MILL PLAT TO THE NORTHWEST CORNER OF LOT 71 IN SAID PLAT AND THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 31 MINUTES 14 SECONDS EAST 474.31 FEET ALONG SAID NORTH LINE TO THE NORTHEAST CORNER OF LOT 70C OF THE REPLAT OF LOT 69B AND 70B IN THE RE-PLAT OF 69A AND 70A OF THE RESERVE AT SPRINGMILL, SECTION 2 RECORDED AS INSTRUMENT NUMBER 2021051505 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCE SOUTH 23 DEGREES 15 MINUTES 31 SECONDS WEST 122.88 FEET ALONG THE EAST LINE OF SAID LOT 70C; THENCE SOUTH 0 DEGREES 15 MINUTES 31 SECONDS WEST 257.70 FEET ALONG THE EAST LINE OF SAID LOT 70C AND LOT 69C TO THE SOUTHEAST CORNER OF LOT 69C; THENCE NORTH 89 DEGREES 44 MINUTES 29 SECONDS WEST 306.27 FEET ALONG THE SOUTH LINE OF LOT 69C TO A SOUTH CORNER OF LOT 68 IN THE SAID PLAT OF THE RESERVE AT SPRING MILL SECTION 2; THENCE SOUTH 72 DEGREES 15 MINUTES 31 SECONDS WEST 67.39 FEET ALONG THE SOUTH LINE OF SAID LOT 68 TO THE SOUTHWEST CORNER OF SAID LOT 68; THENCE NORTH 11 DEGREES 25 MINUTES 17 SECONDS WEST 169.90 FEET ALONG THE WEST LINE OF SAID LOT 68 TO THE NORTHWEST CORNER OF SAID LOT 68; THENCE NORTH 3 DEGREES 59 MINUTES 44 SECONDS WEST 50.03 FEET TO THE SOUTHWEST CORNER OF SAID LOT 71; THENCE NORTH 5 DEGREES 44 MINUTES 29 SECONDS WEST 170.19 FEET ALONG THE WEST LINE OF SAID LOT 71 TO THE POINT OF BEGINNING CONTAINING 3.495 ACRES, MORE OR LESS. GENERAL NOTES: 1. THE UNDERGROUND UTILITIES DEPICTED ON THE ATTACHED PLAT OF SURVEY ARE AS SHOWN ON A SURVEY PREFORMED BY WEIHE ENGINEERS DATED SEPTEMBER 24, 2021. THE PATH OF THE UTILITY LINES SHOWN ON SAID PLAT OF SURVEY SHOULD BE CONSIDERED APPROXIMATE UNTIL THEY ARE EITHER RELOCATED, BY CALLING THE INDIANA UNDERGROUND PLANT PROTECTION SERVICE AT 1-800-382-5544 OR UNTIL THEY ARE EXCAVATED TO VERIFY THE LOCATION AND PATH OF THE UTILITY LINES. 2. THE BOUNDARY IS BASED ON AN ALTA SURVEY PERFORMED BY WEIHE ENGINEERS. 3. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY WEIHE ENGINEERS DATED SEPTEMBER 24, 2021.C100 Demo PlanC100EXISTING CONDITIONS & DEMOLITION PLANW210497BCHW210497 xxxDAS----10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C100 Demo Plan.dwgLAYOUT: C100DATE/TIME: August 11, 2022 - 7:31amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH BRASS OR ALUM. PLUG FOUND/SET HARRISON MONUMENT FOUND BENCH MARK CONIFEROUS TREE UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS WROUGHT IRON FENCE BUILDING SETBACK LINE BOUNDARY LINE FIRE HYDRANT SPIGOT WATER METER WATER VALVE GAS PIPELINE MARKER MAIL BOX DECIDUOUS TREE BEEHIVE INLET SANITARY SEWER MANHOLE G G G W W W E E E C C C MEASURED DIMENSION(M) PLATTED DIMENSION(P) SECTION LINE INDEX CONTOUR INTERMEDIATE CONTOUR ROW RIGHT OF WAY BSL BUILDING SETBACK LINE CABLE TELEVISION PEDESTAL STONE FENCE COLUMN SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71TREE PROTECTION FENCE DEMOLITION ITEMS: - TREES AND STUMPS TO BE REMOVED - COORDINATE WITH UTILITY COMPANIES TO REMOVE EXSITING UTILITIES AND PEDESTALS - COORDINATE WITH HOMEOWNER TO RELOCATE MAILBOX - SAWCUT AND REMOVE SIDEWALK, CURB, AND ASPHALT BEGINNING AT STATIONING 4+25.00 D1 D2 D3 D4 08/23/22 SANNER CO U R T MILLRIDGE DRIVELOT 72 LOT 67 LOT 66 LOT 57 LOT 56 LOT 55 LOT 54 DDDDDDDDDDDDDDDDD D D DDDDDD D D D D D D D DDDD D D D D D D DDDDDDDDDDDD D DDDDDDD D D D D D DDDDDDDDDDDDDDDDDDDDSF SF SF SFSFSFSFSFSFSFSFSFIP IP SF SF SF SFSFSFSF SFSF SF SFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKnow what'sbelow. before you dig.Call R W S N E DISTURBED ACREAGE = 2.48 ± AC. NOTES: 1. THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED BEFORE SOIL STRIPPING AND PAD CONSTRUCTION IS TAKING PLACE. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 2. THIS PLAN IS TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE SITE CONSTRUCTION PLANS AND DETAILS. 3. ALL DISTURBED AREAS THAT WILL BE POTENTIALLY IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC) IMMEDIATELY. 4. NO EARTHMOVING MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER POLLUTION PREVENTION PLAN. 5. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES MAY BE REQUIRED IN THE FIELD BY THE MS4 REPRESENTATIVE. 6. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS. 7. SILT FENCE SHALL BE PLACED AS SHOWN ON THE PLANS PRIOR TO ANY EARTHWORK. 8. ALL WORK WITHIN THE RIGHT-OF-WAY SHALL MEET CURRENT LOCAL CONSTRUCTION STANDARDS. 9. THE CONTRACTOR SHALL PROTECT EXISTING RIGHT-OF-WAY INFRASTRUCTURE AND BE RESPONSIBLE FOR RESTORATION AS NECESSARY. 10. THE HAMILTON COUNTY SURVEYOR'S OFFICE IS THE REVIEW AUTHORITY FOR THE EROSION CONTROL ACTIVITIES REQUIRING CONTACT, PRE-CONSTRUCTION MEETING INVITATION, SELF-MONITORING REPORT DELIVERY TO THEIR MS4 REPRESENTATIVE. 11. NOTICE OF THE SCHEDULED DATE FOR COMPLETION OF CONSTRUCTION SHALL BE PROVIDED TO THE MS4 REPRESENTATIVE AT LEAST SEVENTY TWO (72) HOURS PRIOR TO COMPLETION. THE CONTRACTOR OR OWNER WILL SCHEDULE THE FINAL INSPECTION; THE STORM DRAIN AND SITE GRADING PERFORMANCE SURETIES WILL BE RELEASED AFTER SUBMITTAL AND APPROVAL 12. APPROXIMATE CONSTRUCTION SCHEDULE: START DATE: April , 2022 COMPLETION DATE: April , 2027 RECEIVING WATERS = Williams Creek 13. LATITUDE = 39° 56' 21" N, LONGITUDE = 86° 09' 45" W 14. HYDROLOGIC UNIT CODE: 05120201090060 15. PERSON IN CHARGE OF SWPPP IMPLEMENTATION: PITTMAN PARTNERS P.O. BOX 554 CARMEL, INDIANA 46082 TELEPHONE: (317) 590-5074 CONTACT PERSON: STEVE PITTMAN STEVE@PITTMANPARTNERS.COM LEGEND PHASE I EROSION CONTROL (BEFORE MAJOR EARTHWORK) PRE CONSTRUCTION ACTIVITIES 1. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. (“HOLEY MOLEY”) AT 811 TWO WORKING DAYS BEFORE CONSTRUCTION BEGINS TO CHECK THE LOCATIONS OF ANY EXISTING UTILITIES. 2. CONTACT THE MS4 STORMWATER DEPARTMENT INSPECTOR TO SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 3 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 3. CONTACT IDEM AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 4. INSTALL SILT FENCE AT THE EDGES OF THE PROJECT SITE WHERE THERE IS POTENTIAL FOR ANY STORMWATER RUNOFF AS DENOTED ON THE STORMWATER POLLUTION PREVENTION PLAN. POTENTIAL AREAS ARE IDENTIFIED BASED ON EXISTING TOPOGRAPHY AROUND THE PERIMETER OF THE SITE. 5. INSTALL INLET PROTECTION ON ALL EXISTING STORM SEWER STRUCTURES WITHIN THE CONSTRUCTION LIMITS OF THE PROJECT AS INDICATED ON THE PLANS. 6. EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES. EVALUATE EXISTING VEGETATION SUITABLE FOR USE AS FILTER STRIPS ALONG THE PERIMETER OF THE SITE. 7. INSTALL CONSTRUCTION ENTRANCE IN THE LOCATION SHOWN ON THE PLANS AND PER SPECIFICATIONS. 8. ESTABLISH CONSTRUCTION STAGING AREA FOR EQUIPMENT AND VEHICLES AS FAR FROM DETENTION PONDS AND SWALES AS POSSIBLE. 9. INSTALL TRASH DUMPSTER, CONCRETE WASHOUT AREA AND PLACE PORT-O-LET AS INDICATED ON THE PLANS. 10.ESTABLISH ONSITE LOCATION FOR OWNER/CONTRACTOR PLACEMENT OF APPROVED PLANS, RULE 5 NOI AND RULE 5 INSPECTION DOCUMENTS. 11.CONTACT THE MS4 REPRESENTATIVE TO CONDUCT INITIAL EROSION INSPECTION BEFORE MASS EARTHWORK. CONSTRUCTION SEQUENCING THE PURPOSE OF STAGING CONSTRUCTION DURING THE PROJECT IS TO LIMIT THE AMOUNT OF GROUND DISTURBED AT ANY GIVEN TIME AND TO PREVENT SEDIMENT FROM LEAVING THE SITE. THE FOLLOWING SEQUENCE OF CONSTRUCTION SHOULD BE FOLLOWED AS MUCH AS POSSIBLE. ANY DEWATERING REQUIRED DURING CONSTRUCTION OF THIS PROJECT SHALL BE DONE THROUGH A “DANDY” DEWATERING BAG OR APPROVED EQUAL. DO NOT PLACE DEWATERING BAG WITHIN 50 FEET OF A SWALE, DITCH OR CREEK. 1. CLEAR SITE. 2. STRIP TOPSOIL OR SOIL CONTAINING VEGETATION AND ROOT FIBERS FROM STREET AND BUILDING PAD AREAS AND PLACE IN TOPSOIL STOCKPILE AREA AS NOTED ON THE PLANS. 3. COMPLETE ALL MASS GRADING REQUIRED TO PREPARE ROADS, BUILDING SUBGRADES AND PADS. IF LIME OR OTHER SOLID ADDITIVES WILL BE USED TO STABILIZE THE STREET SUBGRADE, APPLY BEFORE ANY STORM SEWER INSTALLATION. 4. INSTALL ALL STORM SEWER SYSTEMS, SANITARY SEWER SYSTEMS, WATER DISTRIBUTION SYSTEMS AND OTHER UTILITIES. INSTALL ALL INLET PROTECTION AS EACH INLET IS COMPLETED AS SHOWN ON THE PLANS AND THE DETAIL SHEETS. 5. COMPLETE GRADING FOR ALL BUILDING AREAS AND ROAD SUBGRADES AS SHOWN ON THE PLANS. 6. INSTALL CURBING, AND PAVE ALL ROADS 7. INSTALL TEMPORARY SEEDING IN ALL GRADED AREAS THAT WILL NOT BE DISTURBED FOR 14 DAYS OR MORE. POND BANKS SHALL RECEIVE PERMANENT SEED AND EROSION CONTROL BLANKET AS SHOWN ON THE PLANS. 8. FINISH GRADE ALL SWALES. APPLY PERMANENT SEED AND EROSION CONTROL BLANKETS AS SHOWN ON THE PLANS. 9. PREPARE SEED BED AND APPLY PERMANENT SEED IN ALL COMMON AREAS AND EASEMENT AREAS AS DENOTED ON THE PLANS. 10.CLEAN AND MAINTAIN ALL INLET PROTECTION, SILT FENCE, EROSION CONTROL BLANKETS, TEMPORARY SILTATION BASINS AND TEMPORARY SEEDING AREAS UNTIL THE PROJECT IS COMPLETELY BUILT OUT. 11.IF SEEDED AREAS DO NOT PRODUCE A MINIMUM OF 70 PERCENT VEGETATIVE COVER, CONTRACTOR SHALL RE-SEED TO OBTAIN ADEQUATE VEGETATIVE COVER FOR STABILIZATION OF THE SITE. 12.REMOVE ALL TEMPORARY EROSION CONTROL PRACTICES INCLUDING SILT FENCE WHEN ENTIRE SITE HAS REACHED 70 PERCENT VEGETATIVE COVER. - CONSTRUCTION ENTRANCE (8" OF #2 STONE ON NON-WOVEN GEOTEXTILE FABRIC) - STAGING AREA (8" OF #2 STONE ON NON-WOVEN GEOTEXTILE FABRIC) - POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. - SHEET FLOW PROTECTION / SILT FENCE - CONCRETE WASHOUT - LIMITS OF CONSTRUCTION - PROPOSED INLET PROTECTION (DANDY SACKS AND WIRE SILT FENCES) FOR EXISTING STRUCTURES REQUIRED. (SEE DETAILS ON SHEET C203) - TREE PROTECTION FENCE (SEE DETAIL ON SHEET L101) IP SF D C200 SWPPP IC200SWPPP PHASE IW210497BCHW210497 01-13-2022DASJRV10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C200 SWPPP I.dwgLAYOUT: C200DATE/TIME: August 11, 2022 - 7:31amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 SANNER CO U R T MILLRIDGE DRIVE LOT 72 LOT 67 LOT 66 LOT 63 LOT 62 LOT 61 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 W W W W W W W W W W W 80 79 78 7776 75 71 68 SANNER COURT (PRIVATE STREET)SANSANSANSANSANSANSANDDDDDDDDDDDDDDDDD D D DDDDDD D D D D D D DD DDD D D DDD D DDDDDDD D D D D D DDDDDDDDDDDDDDDDDDDDIP IP SF SF SF SFSFSFSF SFSF SF SFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFIP IP IP SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFKnow what'sbelow. before you dig.Call R W S N E PHASE II EROSION CONTROL (AFTER MAJOR EARTHWORK) LEGEND * SF D - INLET PROTECTION (DANDY SACKS AND WIRE SILT FENCES) FOR PROPOSED STRUCTURES (SEE TOWN OF CICERO STANDARD DETAILS) - PROPOSED INLET PROTECTION (DANDY SACKS AND WIRE SILT FENCES) FOR EXISTING STRUCTURES REQUIRED. (SEE TOWN OF CICERO STANDARD DETAILS) - PERMANENT SEEDING (USE PLANTING CHART) AT A MINIMUM, MULCH IS REQUIRED. - EROSION CONTROL BLANKET (USE STAPLE PATTERN N.A.G. S150.) - TEMPORARY SEEDING - SHEET FLOW PROTECTION - SWALE - CONSTRUCTION LIMITS - LOCATION WHERE STORMWATER LEAVES SITE - TREE PROTECTION FENCE - STORMWATER QUALITY FEATURE IP IP DISTURBED ACREAGE = 2.48 ± AC. POST CONSTRUCTION SEQUENCING THE PURPOSE OF THE POST CONSTRUCTION PHASE IS TO IDENTIFY AND MAINTAIN ALL POST CONSTRUCTION BEST MANAGEMENT PRACTICE (BMP) STRUCTURES THUS REDUCING RUNOFF AND CONTROLLING POLLUTANTS. THE FOLLOWING SEQUENCING SHOULD BE FOLLOWED AS MUCH AS POSSIBLE. 1. DISTRIBUTE POST CONSTRUCTION BMP OPERATIONS AND MAINTENANCE MANUAL (O&M MANUAL) TO OWNER AND HOME OWNERS ASSOCIATION.THE O&M MANUAL IDENTIFIES AND LOCATES THE BMP STRUCTURE FOR THE OWNER. 2. STORMWATER BMP OWNERS MUST ROUTINELY INSPECT BMP TO VERIFY THAT ALL BMP COMPONENTS ARE FUNCTIONING AS DESIGNED AND ARE NOT IN DANGER OF FAILING. ALL BMP NEED MAINTENANCE TO FUNCTION AS WATER QUALITY ENHANCEMENTS. MAINTENANCE CAN RANGE FROM DREDGING SEDIMENT OUT OF THE TREATMENT AREA TO MOWING GRASS. 3. BMP OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF THE BMP AND ANY COSTS ASSOCIATED WITH MAINTAINING THE BMP. 4. BMP OWNER SHALL KEEP THE BMP FREE FROM LITTER AND WOODY GROWTH. REFER TO THE INSPECTION AND MAINTENANCE GUIDELINES FOR FURTHER CLARIFICATION. 5. SEDIMENT THAT COLLECTS IN THE BMP SHALL BE REMOVED WHEN IT ADVERSELY AFFECTS THE ABILITY OF THE BMP TO PERFORM AS A WATER QUALITY CONTROL DEVICE.C201 SWPPP IIC201SWPPP PHASE IIW210497BCHW210497 01-13-2022DASJRV10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C201 SWPPP II.dwgLAYOUT: C201DATE/TIME: August 11, 2022 - 7:32amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88) *340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71BMP BMP 08/23/22 SECTION 2 MATERIAL HANDLING AND SPILL PREVENTION PLAN IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S SUPERINTENDENT. B. 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 THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. 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 BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE 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 DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE EXCAVATION CONTRACTOR. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CITY OF CARMEL FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. 3. SPILLS TO SOIL: A. SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; B. SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR C. SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. 4. ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIES AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL, UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS OF THE STATE, DO THE FOLLOWING: 1. CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED MATERIAL FROM ENTERING THE WATERS OF THE STATE. 2. UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO ACCOMPLISH A SPILL RESPONSE. 3. AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY, COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES KNOWN. 4. SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30), 2525 N. SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OF THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. 5. EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE 6. FOLLOWING: A. FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES OF THE SPILL AND IN THE STATE OF INDIANA; AND B. FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT 20, 2006, 10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA) 327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES, COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THE SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-9 COMPLIANCE CONFIRMATION AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) SOILS TYPE LEGEND YcIA CROSBY SILT LOAM FINE-LOAMY SUBSOIL - URBAN LAND COMPLEX, 0 TO 2 PERCENT SLOPES YmsB2 MIAMI SILT LOAM URBAN LAND COMPLEX, 2 TO 6 PERCENT SLOPES, ERODED YmsD2 MIAMI SILT LOAM URBAN LAND COMPLEX, 12 TO 18 PERCENT SLOPES, ERODED. SECTION 1 - EMERGENCY RESPONSE NUMBERS EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911 CITY OF CARMEL FIRE DEPARTMENT 317-571-2600 CITY OF CARMEL POLICE DEPARTMENT 317-571-2500 INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773 INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745 HAMILTON COUNTY SOIL AND WATER 317-773-1406 CITY OF CARMEL ENGINEERING 317-571-2441 RULE 6. SPILLS OF OIL AND OTHER OBJECTIONABLE SUBSTANCES; REPORTING, CONTAINMENT AND CLEANUP (REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734) RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE 327 IAC 2-6.1-1 APPLICABILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-2 SPECIAL AREAS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE GEOLOGY. A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARST REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED IN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA) 327 IAC 2-6.1-3 EXCLUSIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING OCCURRENCES: 1. DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS DOES NOT OCCUR. 2. LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO: A. COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR B. DUST SUPPRESSION MATERIALS. 3. THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT DAMAGE WATERS OF THE STATE. 4. SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT. 5. SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE. 6. OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY FUNCTIONING WATERCRAFT. 7. A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) NOTE: ALL HOMES SHALL MEET THE LANDSCAPING REQUIREMENTS PER THE ZONING COMMITMENTS. - FINISH GRADE/WATER FLOW - PROPERTY LINE/DRAINAGE SWALE - PERMANENT SEEDING - RIP RAP/GRAVEL DRIVE/EXIT PAD BEEHIVE INLETS (SEE DETAIL) SILT FENCE BOX AROUND CURB INLET PROTECTION (SEE DETAIL) CONSTRUCTION ENTRANCE/EXIT SAMPLE EROSION/SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE/TWO FAMILY DWELLING UNDER CONSTRUCTION CURB & GUTTER PROTECTION CURB INLET STREET CENTERLINE 4' CONCRETE WALK SF PS PS 4' CONCRETE WALK PS GARAGE SEEDED AND MULCHED SIDE YARDPS DRAINAGE SWALEHOUSE BY OWNER AT COMPLETIONOF CONSTRUCTION (TYP.) PS AREA TO BE TOPSOILED, PS PS DRAINAGE SWALEPS SIDE YARDPS STOCKPILE TOPSOIL SF STOCKPILE SUBSOILSF SF PS SF SFDRAINAGE SWALEREAR YARD AREA MAPW S N E PROJECT LOCATION SOILS MAPW S N E EROSION CONTROL PLAN PLAN NOTES 1. THIS PLAN IS DESIGNED TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE SITE. THE OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. IF NEEDED TO PREVENT EROSION OR LOSS OF SEDIMENT FROM THE SITE. 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED FOR AN EXTENDED PERIOD OF TIME. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES ARE TO BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. 6. ALL EROSION CONTROL MEASURES ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 7. IF GRADING OCCURS DURING DECEMBER, JANUARY OR FEBRUARY, DORMANT SEEDING PROCEDURES SHALL BE USED. 8. DURING DRY WEATHER, KEEP LAWNS WATERED BY APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITIONS AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 9. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 10. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION FROM ON-SITE CONSTRUCTION ACTIVITIES FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL).IT SHALL ALSO BE THE CONTRACTOR'S OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. 11. PROVIDE - #2 CRUSHED STONE CONSTRUCTION ENTRANCE(S) TO SITE FROM STREETS/ROADS. 12. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO IMPLEMENT AN EROSION CONTROL PLAN FOR EACH LOT, THE BUILDER MAY IMPLEMENT A DIFFERENT EROSION CONTROL PLAN AS LONG AS IT MEETS OR EXCEEDS RULE 5 REGULATIONS. INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND Know what'sbelow. before you dig.Call R NO SCALE 327 IAC 2-6.1-4 DEFINITIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC 14-25-7-13; IC 14-25-7-15 SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC 13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265, AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE: 1. "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS, AND MOLLUSKS. 2. "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE DEPENDENT UPON AN AQUATIC ENVIRONMENT. 3. "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO THE WATERS OF THE STATE FROM A SPILL. 4. "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL, OR INJURIOUS TO: A. PUBLIC HEALTH, SAFETY, OR WELFARE; B. DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR C. ANIMALS OR AQUATIC LIFE. 5. "DOWNSTREAM WATER USER" MEANS: A. A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D); B. A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15; C. USERS OF RECREATIONAL WATERS; OR D. ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL. 6. "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.) 7. "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS UNDER COMMON CONTROL WITH, SUCH PERSON. 8. "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR RIGHT-OF-WAY. 9. "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14). 10. "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY: A. RAIL AND MOTOR VEHICLES; B. AIRCRAFT; C. WATERCRAFT; D. PIPELINES; OR E. OTHER MEANS OF TRANSPORTATION; IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT FACILITY. 11. "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE: A. OF A QUANTITY AND A TYPE; AND B. PRESENT FOR A DURATION AND IN A LOCATION; SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF. 12. "ON-SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES. 13. "RECREATIONAL WATERS" MEANS ANY WATER USED FOR: A. BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR B. PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT. 14. "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C. 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) 15. "SPILL" MEANS ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL. 16. "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING: A. THE SPILL IS CONTAINED; AND B. FREE MATERIAL IS REMOVED OR NEUTRALIZED. 17. "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE TIME OF THE REPORT: A. THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL REPORT. B. (THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT FROM CLAUSE (A). C. THE LOCATION OF THE SPILL. D. THE TIME OF THE SPILL. E. THE IDENTIFICATION OF THE SUBSTANCE SPILLED. F. THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAY FURTHER BE SPILLED. G. THE DURATION OF THE SPILL. H. THE SOURCE OF THE SPILL. I. NAME AND LOCATION OF THE WATERS DAMAGED. J. THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SPILL. K. WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE. L. ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION. 18. "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF WATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF-STREAM POND, RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR FACILITY CAUSES OR THREATENS TO CAUSE WATER POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED: 1. SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. 2. SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC 8-4.1 THAT ARE: A. SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; B. SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR C. SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. 3. SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT: A. ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR B. ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF: · ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE MICHIGAN; · ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2-13(A)(6) [SIC., 327 IAC 2-1-3(A)(6)] AND 327 IAC 2-1-11(B); · ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE MICHIGAN; OR · ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT. 4. FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3), THE FOLLOWING MUST BE REPORTED: A. SPILLS TO SURFACE WATERS: · SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; · SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS;OR · SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. B. SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY: · SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; · SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS;OR · SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. C. SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY: · SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY; · SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000) GALLONS; OR · SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. 5. ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BE REPORTED: 1. SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. 2. SPILLS THAT DAMAGE SURFACE WATERS. SF SF C202 SWPPP SpecsC202SWPPP SPECS & DETAILSW210497BCHW210497 xxxDAS----10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C202 SWPPP Specs.dwgLAYOUT: C202DATE/TIME: August 11, 2022 - 7:32amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71SWPPP FOR CONSTRUCTION SITES 1. HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090060 2. IDENTIFICATION OF ALL RECEIVING WATERS - WILLIAMS CREEK 3. PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - Q10 PRE ?.?? CFS, Q10 POST ?.?? CFS 4. SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - STORM WATER WILL BE DISCHARGED INTO EXISTING STORM SEWER SYSTEM WHICH OUTLETS TO EXISTING DETENTION POND. 5. IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - THERE MAY BE SOME DISCHARGE INTO THE GROUND WATER FROM THE DRAINAGE POND. 6. SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE BOTTOM RIGHT OF THIS SHEET 7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. 8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES - A. LOCATION - SEE SHEET C200 & C201. EACH INLET WILL HAVE TEMPORARY SEDIMENT TRAPS WITH OVERFLOW THROUGHOUT CONSTRUCTION. B. DIMENSION - SEE SHEET C203 FOR TEMPORARY INLET PROTECTION. C. DETAILED SPECIFICATIONS - SEE SHEETS C202, C203 & C204. D. CONSTRUCTION DETAILS - SEE SHEETS C202, C203 & C204. E. MONITOR AND MAINTENANCE GUIDELINES - SEE O&M MANUAL NOTE: AS REQUIRED IN "RULE 5," SELF-MONITORING INSPECTIONS TO BE COMPLETED AT A MINIMUM OF ONCE PER WEEK AND WITHIN 24 HOURS OR THE NEXT BUSINESS DAY OF 1 2" RAIN OR GREATER BY A QUALIFIED INSPECTOR. INSPECTIONS MUST BE RETAINED FOR RECORDS THROUGHOUT THE LIFE OF THE PROJECT AND PROVIDED WITHIN 48 HOURS OF A REQUEST FROM A REGULATING AUTHORITY. 9. GENERAL CONSTRUCTION SEQUENCE - A. A PRE-CONSTRUCTION MEETING WITH CITY OF CARMEL ENGINEERING AND SWCD IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK. ADDITIONALLY, IDEM IS REQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. B. POSTING AREA- CONTRACTOR TO POST APPROVED SWPPP DOCUMENTS AND PERMITS IN LOCATION SHOWN ON PLANS. C. CONSTRUCTION ENTRANCE- STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT D. INSTALL PERIMETER BMP'S SUCH AS SILT FENCING AND OFF-SITE TEMPORARY BMP'S. E. EARTHWORK- STRIP TOPSOIL, BEGIN ROUGH GRADING, FINISH GRADE SLOPES AND SWALES. TEMPORARY SEED ALL DISTURBED AREAS, ON-SITE AND OFF-SITE, THAT SHALL REMAIN UN-WORKED FOR MORE THAN 14 DAYS. F. SANITARY SEWER- INSTALL SEWER SYSTEM. G. STORM SEWER- INSTALL STORM SEWERS SYSTEM AND INLET PROTECTION AS STORM INLETS ARE COMPLETED. H. UTILITIES- COORDINATE INSTALLATION OF WATER, GAS, TELEPHONE, ELECTRIC AND OTHER REQUIRED UTILITY LINES. I. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, RE-GRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED. J. FINAL GRADING AND PERMANENT EROSION CONTROL- FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER AREAS. K. PAVEMENT- INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ROADWAYS, CURBS AND ENTRY DRIVES. L. TEMPORARY SEED ALL DISTURBED AREAS. M. FINAL LANDSCAPING- FINAL GRADE AND INSTALL LANDSCAPING. N. FINAL SEEDING- COMPLETE FINAL SEEDING. O. MAINTENANCE- MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. P. IN THE EVENT THAT THE NATIONAL WEATHER SERVICE FORECASTS RAIN TO OCCUR WITHIN 24 HOURS OF THE END OF A WORK DAY, THE CONTRACTOR SHALL STABILIZE THE SITE BEFORE LEAVING AT THE END OF THE WORK DAY. 10. LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL AREAS - SEE SHEET C200. 11. TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART ON SHEET C203. 12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT - SEE BOTTOM RIGHT CORNER OF THIS SHEET. 13. MATERIAL HANDLING AND SPILL PREVENTION PLAN THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN IS BASED UPON REQUIREMENTS SET FORTH IN THE INDIANA ADMINISTRATIVE CODE, SECTION 327 IAC 2-6-1. THE FULL TEXT OF THIS CODE CAN BE FOUND ON THIS SHEET POTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH-OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO LITTLE COOL CREEK. FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS ON-SITE. IT IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON-PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. EMERGENCY RESPONSE NUMBERS: RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911 CARMEL FIRE DEPARTMENT: (317) 571-2600 CARMEL POLICE DEPARTMENT: (317) 571-2500 INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477-8773 IDEM SPILL RESPONSE CENTER: (317) 233-7745 NATIONAL RESPONSE CENTER (800)-424-8802 CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IN AN APPROVED MANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. 14. CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION FOR THE PROJECT SITE - SEE THIS SHEET FOR INFORMATION 15. CURRENT REVISION DATE ON ALL SHEETS - SEE TITLE BLOCK SWPPP FOR POST CONSTRUCTION 1. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE - POTENTIAL POLLUTANTS FROM POST-CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED.POST-CONSTRUCTION STORMWATER QUALITY MEASURES - A. LOCATION - STRUCTURE 495 TO BE A 3' HYDRO INTERNATIONAL FIRST DEFENSE HIGH CAPACITY. B. DIMENSIONS - SEE SHEETS C600, C601. C. SIZING CALCULATIONS - SEE DRAINAGE REPORT D. DETAILED SPECIFICATIONS - SEE SHEETS C600, C601. E. CONSTRUCTION DETAILS - SEE SHEETS C600, C601. 2. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION-SEE CONSTRUCTION SEQUENCE, INSTALL 3' HYDRO INTERNATIONAL FIRST DEFENSE HIGH CAPACITY AT TIME OF STORM SEWER CONSTRUCTION. 3. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C200 & C201. THE MAJORITY OF THE STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPE INTO AN EXISTING DETENTION POND. ROUTINE INSPECTIONS SHOULD OCCUR EVERY 6 MONTHS BY THE OWNER. MAINTENANCE: 1. CHECK OIL & SEDIMENT DEPTH. THIS SHOULD OCCUR AFTER EVERY MAJOR RAIN EVENT. -MAINTENANCE SHOULD OCCUR AT 15% OF TOTAL STORAGE FOR SEDIMENT OR 8" OF SEDIMENT DEPTH. -IF AN OIL SPILL OCCURS, MAINTAIN IMMEDIATELY. MAINTENANCE SHOULD OCCUR BY A LICENSED LIQUID WASTE HAULER. NOTIFY LOCAL REGULATORY AGENCY AS REQUIRED ON SPILL REPORTING CHART UPPER RIGHT OF THIS SHEET. 08/23/22 C202 SWPPP SpecsC202SWPPP SPECS & DETAILSW210497BCHW210497 xxxDAS----340 SANNER COURT, INDIANAPOLIS, IN 46290Reserve at Springmill10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C202 SWPPP Specs.dwgLAYOUT: C203DATE/TIME: August 11, 2022 - 7:32amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) 10' MIN.VARIES10 MIL. PLASTIC LINING STRAW BALE (TYP) SECTION LINE STRAW BALE (TYP) BINDING WIRE WOOD OR METAL STAKES (TYP) - 2 PER BALENATIVE MATERIAL (OPTIONAL) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES (NO SCALE)TYPE "ABOVE GRADE W/ STRAW BALES"4"WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES CONCRETE WASHOUT WOOD POST 3"x3"x8' BLACK LETTER 6" HEIGHT 3/8" TREATED PLYWOOD 48"x24" PAINTED WHITE 0.5" LAG SCREWS INSTALLATION 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE SYSTEM. 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. 4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. 6. PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS.3'3'PLAN 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY. SECTION CONCRETE WASHOUT TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD 150' (MIN.) SWPPP INFORMATION SIGN COPY OF NOI COPY OF IDEM NOTICE OF SUFFICIENCY SWPPP INFORMATION DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE. 4' (MINIMUM)4' (MINIMUM)SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL.3" MIN.3" MIN.COPY OF DRAINAGE APPROVAL LETTER COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE (NO SCALE) SEDIMENTATION/SILT FENCE MAXIMUM LOAD SLOPE AND DISTANCE FOR WHICH A SILT FENCE IS APPLICABLE INSTALLATION PREFABRICATED SILT FENCE 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. 2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. _ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL 2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST ONE FULL TURN TO SECURE SILT FENCE END IN PLACE SILT FENCE SILT FENCE POST TO JOIN TO ENDS OF TWO FENCES. EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE.18" (MIN.)GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE AND BOTTOM OF TRENCH 8"X4" TRENCH TO BE BACKFILLED AND COMPACTED WOVEN FILTER FABRIC SILT FENCE MATERIAL COVER POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 6' MAX. SPACING EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE.18" (MIN.)GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE AND BOTTOM OF TRENCH POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 8' MAX. SPACING WIRE FENCE 14 GUAGE (MIN)-6" MESH REQ'D. IN SWALES OR AREAS OF CONCENTRATED FLOW NONWOVEN FILTER FABRIC - SECURE TO POSTS WITH 2" LATH 2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST TWO FULL TURNS TO PROVIDE A SECURE CONNECTION 8"6"6"8"6"6"8"X4" TRENCH TO BE BACKFILLED AND COMPACTED POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. LOAD SLOPE LESS THAN 2% 2 TO 5% 5 TO 10% 10 TO 20% MORE THAN 20% MAX. DISTANCE ABOVE FENCE 100 FT. 75 FT. 50 FT. 25 FT. 15 FT. WITHOUT WIRE SUPPORT WITH WIRE SUPPORT (NO SCALE) FLOW FINISH GRADE UNDISTURBED GROUND FLOW FINISH GRADE UNDISTURBED GROUND REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC STAINLESS STEEL CLAMPING BAND STANDARD 2" OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM LIFT HANDLESLIFT HANDLES INSTALLATION: 1. 2. REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE 3. REPLACE GRATE SHEET 1 OF 1 DRAWN CHECKED QA MFG APPROVED DWG NOSIZE SCALE REV ALL PRODUCTS MANUFACTURED BY INLET & PIPE PROTECTION, INC DISTRIBUTED BY ADS WWW.INLETFILTERS.COM (866) 287-8655 PH (630) 355-3477 FX INFO@INLETFILTERS.COM IPP TABLE 1. TEMPORARY SEEDING SPECIFICATIONS SEED SPECIES 1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2 _ I TEMPORARY SEED TABLE 1. TEMPORARY SEEDING SPECIFICATIONS _ _ _ _ _ _ _ _ _ SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH STEEP BANKS AND CUTS, LOW-MAINTENANCE AREAS (NOT MOWED) LAWNS AND HIGH-MAINTENANCE AREAS CHANNELS AND AREAS OF CONCENTRATED FLOW PERMANENT SEED OPEN LOW-MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS) SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH SEASONAL SOIL PROTECTION CHART PERMANENTSEEDING SODDING MULCHING METHOD STABILIZATION SOIL SEEDING DORMANT SEEDING TEMPORARY A = KENTUCKY BLUEGRASS* 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRE. D = WHEAT OR RYE 2 BUSHEL/ACRE. E = ANNUAL RYEGRASS 40 LBS/ACRE. F = SOD (BLEND 3 IMPROVED VARIETIES). G = STRAW MULCH 2 TONS/ACRE. */I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. *KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES. 08/23/22 LEGEND = EXISTING STORM SEWER LINE = SWALE = EXISTING SANITARY SEWER LINE = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE = SANITARY SEWER MANHOLE = STORM MANHOLE = STORM INLET = SOLID WALL UNDERDRAIN SSD = SUBSURFACE DRAIN U.E. TOC INV. RCP M.H. STR. D.&U.E. M.E. PROP. TYP. R. EX. S.S.E. = FLOW DIRECTION = EXISTING CONTOURS = PROPOSED ELEVATION = PROPOSED CONTOURS = TOP OF CASTING = INVERT = REINFORCED CONCRETE PIPE = MANHOLE = STRUCTURE = DRAINAGE AND UTILITY EASEMENT = UTILITY EASEMENT = SANITARY SEWER EASEMENT = MATCH EXISTING GRADE = TYPICAL = PROPOSED = EXISTING = RADIUS = PAD ELEV (SEE EACH PAD FOR PAD SIZE) = VARIABLE WIDTHV.W. = BUILDING SETBACK LINE (B.S.L.) = EASEMENT ROW = RIGHT-OF-WAY CL = CENTERLINE PVC = POLYVINYL CHLORIDE PIPE B-B = BACK TO BACK (CURB) = SUBSURFACE DRAIN AND SUMP LINE = MINIMUM FLOOD PROTECTION GRADEMFPG = MINIMUM LOWEST ADJACENT GRADEMLAG = FINISHED FLOOR ELEVATIONFFE = EXISTING SUBSURFACE DRAIN SANNER CO U R T MILLRIDGE DRIVE LOT 72 LOT 67 LOT 66 LOT 63 LOT 62 LOT 61 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 W W W W W W W W W W W 80 79 78 7776 75 71 68 SANNER COURT (PRIVATE STREET)SANSANSANSANSANSANSANKnow what'sbelow. before you dig.Call R W S N E GENERAL GRADING NOTES 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. 2.FILL MATERIAL SHALL CONSIST OF SOIL OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. SOIL SHALL BE FREE FROM ORGANIC MATTER, LARGE ROCKS AND OTHER DELETERIOUS SUBSTANCES. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTION TESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS. THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 3.MAXIMUM LAWN SLOPE IS 3:1. 4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES AND OTHER FACILITIES IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 6.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 7.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. 8.ANY PART OF SANITARY / STORM SEWER AND WATER MAIN TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 10.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF SOIL IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVING OR IMPORTING OF SOIL. 11.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. 12.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 13.GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER - STREET CROSSINGS. 14.ALL PROPOSED CURB TO BE ROLL CURB UNLESS NOTED OTHERWISE. 15.ALL 6" SSD TO BE DOUBLE WALL, GASKETED SMOOTH BORE, DRAIN TILE. 16.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0208G, DATED NOVEMBER 19, 2014. 17.PROPOSED STORM SEWERS TO BE OWNED BY HAMILTON COUNTY. 18.MINIMUM FLOOD PROTECTION GRADE (MFPG) OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.C300 Development PlanC300DEVELOPMENT PLANW210497BCHW210497 01-13-2022DASJRV10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C300 Development Plan.dwgLAYOUT: C300DATE/TIME: August 11, 2022 - 7:32amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71NOTES: THE DETENTION FOR THE SITE IS PROVIDED BY ONE EXISTING WET POND. ONLY A PORTION OF THE POND WATERSHED IS BEING ALTERED AND THE PROPOSED CHANGES HAVE BEEN DESIGNED SUCH THAT THE EXISTING POND PROVIDES DETENTION PER THE APPROVED MASTER PLAN. THE POND DISCHARGES INTO WILLIAMS CREEK. DRAINAGE SUMMARY PEAK DISCHARGE (CFS) INTO EXISTING POND RETURN PERIOD 10-YR. 100-YR. N/A 6.93 ALLOWABLE PROPOSED OVERALL SITE ACREAGE POND WATERSHED ACREAGE DETENTION VOLUME REQUIRED DETENTION VOLUME PROVIDED 3.49 ACRES 13.90 ACRES PROVIDED IN EX POND PROVIDED IN EX POND N/A 15.62 8.22 EXISTING 17.10 08/23/22 LEGEND = EXISTING STORM SEWER LINE = SWALE = EXISTING SANITARY SEWER LINE = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE = SANITARY SEWER MANHOLE = STORM MANHOLE = STORM INLET = SOLID WALL UNDERDRAIN SSD = SUBSURFACE DRAIN U.E. TOC INV. RCP M.H. STR. D.&U.E. M.E. PROP. TYP. R. EX. S.S.E. = FLOW DIRECTION = EXISTING CONTOURS = PROPOSED ELEVATION = PROPOSED CONTOURS = TOP OF CASTING = INVERT = REINFORCED CONCRETE PIPE = MANHOLE = STRUCTURE = DRAINAGE AND UTILITY EASEMENT = UTILITY EASEMENT = SANITARY SEWER EASEMENT = MATCH EXISTING GRADE = TYPICAL = PROPOSED = EXISTING = RADIUS = PAD ELEV (SEE EACH PAD FOR PAD SIZE) = VARIABLE WIDTHV.W. = BUILDING SETBACK LINE (B.S.L.) = EASEMENT ROW = RIGHT-OF-WAY CL = CENTERLINE PVC = POLYVINYL CHLORIDE PIPE B-B = BACK TO BACK (CURB) = SUBSURFACE DRAIN AND SUMP LINE = MINIMUM FLOOD PROTECTION GRADEMFPG = MINIMUM LOWEST ADJACENT GRADEMLAG = FINISHED FLOOR ELEVATIONFFE = EXISTING SUBSURFACE DRAIN SANNER CO U R T MILLRIDGE DRIVE LOT 72 LOT 67 LOT 66 LOT 63 LOT 62 LOT 61 LOT 60 LOT 59 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 W W W W W W W W W W W 80 79 78 7776 75 71 68 SANNER COURT (PRIVATE STREET) Know what'sbelow. before you dig.Call R W S N E GENERAL GRADING NOTES 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. 2.FILL MATERIAL SHALL CONSIST OF SOIL OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. SOIL SHALL BE FREE FROM ORGANIC MATTER, LARGE ROCKS AND OTHER DELETERIOUS SUBSTANCES. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTION TESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS. THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 3.MAXIMUM LAWN SLOPE IS 3:1. 4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES AND OTHER FACILITIES IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 6.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 7.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. 8.ANY PART OF SANITARY / STORM SEWER AND WATER MAIN TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 10.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF SOIL IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVING OR IMPORTING OF SOIL. 11.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. 12.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 13.GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER - STREET CROSSINGS. 14.ALL PROPOSED CURB TO BE ROLL CURB UNLESS NOTED OTHERWISE. 15.ALL 6" SSD TO BE DOUBLE WALL, GASKETED SMOOTH BORE, DRAIN TILE. EMERGENCY OVERFLOW= LEGEND:C301 EFRPC301EMERGENCY FLOOD ROUTE PLANW210497BCHW210497 xxxDAS----10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C301 EFRP.dwgLAYOUT: C301DATE/TIME: August 11, 2022 - 7:33amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 SANNER CO U R T LOT 73 LOT 72 LOT 67 W W W W W W W W W W W 80 78 7776 75 71 68 SANNER COURT (PRIVATE STREET) LEGEND = EXISTING STORM SEWER LINE = SWALE = EXISTING SANITARY SEWER LINE = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE = SANITARY SEWER MANHOLE = STORM MANHOLE = STORM INLET = SOLID WALL UNDERDRAIN SSD = SUBSURFACE DRAIN U.E. TOC INV. RCP M.H. STR. D.&U.E. M.E. PROP. TYP. R. EX. S.S.E. = TOP OF CASTING = INVERT = REINFORCED CONCRETE PIPE = MANHOLE = STRUCTURE = DRAINAGE AND UTILITY EASEMENT = UTILITY EASEMENT = SANITARY SEWER EASEMENT = MATCH EXISTING GRADE = TYPICAL = PROPOSED = EXISTING = RADIUS = VARIABLE WIDTHV.W. = BUILDING SETBACK LINE (B.S.L.) = EASEMENT ROW = RIGHT-OF-WAY CL = CENTERLINE PVC = POLYVINYL CHLORIDE PIPE B-B = BACK TO BACK (CURB) = SUBSURFACE DRAIN AND SUMP LINE = EXISTING SUBSURFACE DRAIN (LOCAL SECTION) Sanner Court 820 825 830 835 840 845 850 855 820 825 830 835 840 845 850 855 -1+00-0+75-0+50-0+250+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+754+004+254+50FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV. Know what'sbelow. before you dig.Call R W S N E NOTES 1. STANDARD SPECIFICATIONS BY THE LOCAL HIGHWAY DEPARTMENT, LATEST EDITION, SHALL APPLY TO THIS PROJECT FOR ALL STREET IMPROVEMENTS. 2. ALL STREETS TO BE 26' IN WIDTH (MEASURED FROM B-B OF CURB) UNLESS OTHERWISE NOTED. 3. INGRESS & EGRESS EASEMENT TO BE 50' IN WIDTH. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 7. SEE SECONDARY PLAT FOR STREET CENTERLINE GEOMETRY, EASEMENT LOCATIONS AND DESIGNATIONS.C400 Street PnPC400STREET PLAN & PROFILEW210497BCHW210497 01-13-2022DASJRV10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C400 Street PnP.dwgLAYOUT: C400DATE/TIME: August 11, 2022 - 7:52amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S MPart of Section 11, Township 17 North, Range3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022TPG/BCHREVISED PER TRICO COMMENTS05-19-2022BCHREVISED PER TAC COMMENTS06-28-2022TPG/BCHREVISED PER TAC COMMENTS08-10-2022TPG/BCHSITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 LEGEND = EXISTING STORM SEWER LINE = SWALE = EXISTING SANITARY SEWER LINE = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE = SANITARY SEWER MANHOLE = STORM MANHOLE = STORM INLET = SOLID WALL UNDERDRAIN SSD = SUBSURFACE DRAIN U.E. TOC INV. RCP M.H. STR. D.&U.E. M.E. PROP. TYP. R. EX. S.S.E. = TOP OF CASTING = INVERT = REINFORCED CONCRETE PIPE = MANHOLE = STRUCTURE = DRAINAGE AND UTILITY EASEMENT = UTILITY EASEMENT = SANITARY SEWER EASEMENT = MATCH EXISTING GRADE = TYPICAL = PROPOSED = EXISTING = RADIUS = VARIABLE WIDTHV.W. = BUILDING SETBACK LINE (B.S.L.) = EASEMENT ROW = RIGHT-OF-WAY CL = CENTERLINE PVC = POLYVINYL CHLORIDE PIPE B-B = BACK TO BACK (CURB) = SUBSURFACE DRAIN AND SUMP LINE = EXISTING SUBSURFACE DRAIN W W W W W W W W W 77 SANNER COURT (PRIVATE STREET) Know what'sbelow. before you dig.Call R W S N E CUL-DE-SAC DETAIL SANNER COURT C401 Cul-De-Sac DetailC401CUL-DE-SAC DETAILW210497BCHW210497 01-13-2022DASJRV10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: C:\Users\hansenb\appdata\local\temp\AcPublish_32036\C401 Cul-De-Sac Detail.dwgLAYOUT: C401DATE/TIME: August 11, 2022 - 7:55amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88) NOTES 1. STANDARD SPECIFICATIONS BY THE LOCAL HIGHWAY DEPARTMENT, LATEST EDITION, SHALL APPLY TO THIS PROJECT FOR ALL STREET IMPROVEMENTS. 2. ALL STREETS TO BE 26' IN WIDTH (MEASURED FROM B-B OF CURB) UNLESS OTHERWISE NOTED. 3. INGRESS & EGRESS EASEMENT TO BE 50' IN WIDTH. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 7. SEE SECONDARY PLAT FOR STREET CENTERLINE GEOMETRY, EASEMENT LOCATIONS AND DESIGNATIONS.340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 LEGEND = EXISTING STORM SEWER LINE = SWALE = EXISTING SANITARY SEWER LINE = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE = SANITARY SEWER MANHOLE = STORM MANHOLE = STORM INLET = SOLID WALL UNDERDRAIN SSD = SUBSURFACE DRAIN TOC R. = TOP OF CASTING = RADIUS = BUILDING SETBACK LINE (B.S.L.) = EASEMENT ROW = RIGHT-OF-WAY B-B = BACK TO BACK (CURB) = SUBSURFACE DRAIN AND SUMP LINE = EXISTING SUBSURFACE DRAIN SANNER CO U R T MILLRIDGE DRIVE 80 79 78 7776 75 71 68 SANNER COURT (PRIVATE STREET) Know what'sbelow. before you dig.Call R W S N E C402 Sign & SSD PlanC402SIGNAGE & SSD PLANW210497BCHW210497 xxxDAS----10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C402 Sign & SSD Plan.dwgLAYOUT: C402DATE/TIME: August 11, 2022 - 7:55amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 Know what'sbelow. before you dig.Call R C403 Street DetailsC403STREET DETAILSW210497BCHW210497 01-13-2022DASJRV10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C403 Street Details.dwgLAYOUT: C403DATE/TIME: August 11, 2022 - 7:55amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 LEGEND = EXISTING STORM SEWER LINE = SWALE = EXISTING SANITARY SEWER LINE = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE = SANITARY SEWER MANHOLE = STORM MANHOLE = STORM INLET = SOLID WALL UNDERDRAIN SSD = SUBSURFACE DRAIN U.E. TOC INV. RCP M.H. STR. D.&U.E. M.E. PROP. TYP. R. EX. S.S.E. = TOP OF CASTING = INVERT = REINFORCED CONCRETE PIPE = MANHOLE = STRUCTURE = DRAINAGE AND UTILITY EASEMENT = UTILITY EASEMENT = SANITARY SEWER EASEMENT = MATCH EXISTING GRADE = TYPICAL = PROPOSED = EXISTING = RADIUS = VARIABLE WIDTHV.W. = BUILDING SETBACK LINE (B.S.L.) = EASEMENT ROW = RIGHT-OF-WAY CL = CENTERLINE PVC = POLYVINYL CHLORIDE PIPE B-B = BACK TO BACK (CURB) = SUBSURFACE DRAIN AND SUMP LINE = EXISTING SUBSURFACE DRAIN W W W W W W W W W W 80 79 78 7776 75 71 68 SANNER COURT (PRIVATE STREET)SANSANSANSANSANSANSAN825 830 835 840 845 850 855 825 830 835 840 845 850 855 FINISHED GRADE EXISTING GRADE PROFILE LEGEND CONTRACTOR MUST VERIFY INVERT INFORMATION PRIOR TO BEGINNING CONSTRUCTION. IF A DISCREPANCY EXISTS, CONTACT THE ENGINEER IMMEDIATELY. SANITARY SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER RS-301 STRUCTURE TYPE 48'' DIA. MANHOLE TOP OF CASTING 844.52 CASTING TYPE R-1772 INVERT INV OUT = 837.00(W) SANITARY SEWER PIPE DATA TABLE UPSTREAM STRUCTURE RS-301 DOWNSTREAM STRUCTURE RS-204 SIZE 8" MATERIAL PVC LENGTH 202' SLOPE 1.00% Know what'sbelow. before you dig.Call R SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONTACT APPLICABLE UNDERGROUND-PLANT PROTECTION/LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK. 2. THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR ENGINEER IF UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 4. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITY OWNERS TO VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF UTILITIES. 6. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ANY PART OF SANITARY TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, AND PAVEMENTS. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 9. CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE, SHALL BE MAINTAINED AT 10' HORIZONTAL AND 18" VERTICAL. 10. CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSINGS WHEN THE VERTICAL SEPARATION AS MEASURED FROM THE EXTERIOR OF THE PIPES, BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO IT'S CONDITION PRIOR TO CONSTRUCTION. 12. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 13. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 14. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RINGS AND COVERS RATED FOR H20 LOADING. 15. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO SANITARY SEWER INSTALLATION. 16. SANITARY SEWER LATERALS SHALL BE BACKFILLED WITH GRANULAR MATERIAL FOR THE ENTIRE LENGTH OF THE PIPE. 17. ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. 18. CLEANOUTS ARE REQUIRED WITHIN 18-60 INCHES OF THE BUILDING AND EVERY 100 FEET ALONG THE LATERAL. 19. LATERALS STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. 20. REFER TO ASTM D2321 FOR INSTALLATION OF PVC SANITARY SEWER. 21. ALL SANITARY SEWER TO HAVE DEFLECTION AND LEAKAGE TESTING AS PER CODE 327 IAC 3-6-19.C500 Sanitary PnPC500SANITARY PLAN & PROFILEW210497BCHW210497 01-13-2022DASJRV10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C500 Sanitary PnP.dwgLAYOUT: C500DATE/TIME: August 11, 2022 - 7:56amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88) W S N E 340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 C501 Sanitary SpecsC501SANITARY SPECS & DETAILSW210497BCHW210497 xxxDAS----10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C501 Sanitary Specs.dwgLAYOUT: C501DATE/TIME: August 11, 2022 - 7:56amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 LEGEND = EXISTING STORM SEWER LINE = SWALE = EXISTING SANITARY SEWER LINE = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE = SANITARY SEWER MANHOLE = STORM MANHOLE = STORM INLET = SOLID WALL UNDERDRAIN SSD = SUBSURFACE DRAIN U.E. TOC INV. RCP M.H. STR. D.&U.E. M.E. PROP. TYP. R. EX. S.S.E. = TOP OF CASTING = INVERT = REINFORCED CONCRETE PIPE = MANHOLE = STRUCTURE = DRAINAGE AND UTILITY EASEMENT = UTILITY EASEMENT = SANITARY SEWER EASEMENT = MATCH EXISTING GRADE = TYPICAL = PROPOSED = EXISTING = RADIUS = VARIABLE WIDTHV.W. = BUILDING SETBACK LINE (B.S.L.) = EASEMENT ROW = RIGHT-OF-WAY CL = CENTERLINE PVC = POLYVINYL CHLORIDE PIPE B-B = BACK TO BACK (CURB) = SUBSURFACE DRAIN AND SUMP LINE = EXISTING SUBSURFACE DRAINWWWWWWWW807978777675SANNER COURT(PRIVATE STREET)825 830 835 840 845 850 825 830 835 840 845 850 CONTRACTOR MUST VERIFY INVERT INFORMATION PRIOR TO BEGINNING CONSTRUCTION. IF A DISCREPANCY EXISTS, CONTACT THE ENGINEER IMMEDIATELY. STORM SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER 494 495 496 497 TOP OF CASTING 838.09 843.47 843.20 843.20 STRUCTURE TYPE BEEHIVE INLET, 48'' DIA. WATER QUALITY STRUCTURE, 36'' DIA. CURB INLET, 24 X 24 CURB INLET, 24 X 24 CASTING TYPE R-4342 PER MANUFACTURER R-3501-TL R-3501-TL INVERT INV IN (E)= 831.97 (15" EX. STM) INV IN (N)= 834.74 (12" RCP) INV OUT (W)= 831.97 (15" EX. STM) INV IN (N)= 838.70 (12" RCP) INV OUT (S)= 838.60 (12" RCP) INV IN (N)= 839.05 (12" RCP) INV OUT (S)= 838.95 (12" RCP) INV OUT (S)= 839.20 (12" RCP) STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE 495 496 497 DOWNSTREAM STRUCTURE 494 495 496 SIZE 12" 12" 12" MATERIAL RCP RCP RCP LENGTH 159' 17' 26' SLOPE 2.42% 1.47% 0.58% FINISHED GRADE EXISTING GRADE PROFILE LEGEND HYDRAULIC GRADE LINE Know what'sbelow. before you dig.Call R STORM SEWER NOTES 1. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN. 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4. THE PLANS SHOW THE LOCATIONS OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, AND OTHER FACILITIES WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 7. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, SIZES, AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 10. MINIMUM CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE, SHALL BE 10' HORIZONTAL AND 18" VERTICAL. 11. CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO IT'S CONDITION PRIOR TO CONSTRUCTION. 13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 14. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 15. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION. 16. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. 17. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 18. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTIONS AT STRUCTURES ARE WATERTIGHT. 19. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS RATED FOR H20 LOADING. 20. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH AND UNIFORMLY POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT. 21. NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER TO THE OWNER. 22. IF HDPE PIPE IS SPECIFIED, USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR APPROVED EQUAL. 23. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE HDPE MATERIAL; IF SPECIFIED, COMPARABLE WITH STORAGE PIPES. 24. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY. 25. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION. 26. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO A SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXAMPLE OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. 16.C600 Storm PnPC600STORM PLAN & PROFILEW210497BCHW210497 01-13-2022DASJRV10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C600 Storm PnP.dwgLAYOUT: C600DATE/TIME: August 11, 2022 - 7:56amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88) N W E S 340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 C601 Storm SpecsC601STORM SPECS & DETAILSW210497BCHW210497 xxxDAS----10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C601 Storm Specs.dwgLAYOUT: C601DATE/TIME: August 11, 2022 - 7:56amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 SANNER CO U R T MILLRIDGE DRIVE W W W W W W W W W W W 80 79 78 7776 75 71 68 SANNER COURT (PRIVATE STREET)SANSANSANSANSANSANSANKnow what'sbelow. before you dig.Call R W S N E LEGEND W W T(A) E(A) G Gas Pole EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED HYDRANT WITH HYDRANT VALVE EXISTING HYDRANT WITH HYDRANT VALVE BUTTERFLY VALVE VALVE BLOWOFF ASSEMBLY AIR RELIEF VALVE PLUG REDUCER T.J. TEE M.J. SLEEVE CROSS CASING PIPE GAS LINES TELEPHONE LINES ELECTRIC LINES FUTURE DRIVEWAY ELECTRIC PEDESTAL PHONE PEDESTAL ELECTRICAL TRANSFORMER SINGLE WATER LATERAL TELEPHONE POLE GAS POLE INLET TREE GAS VALVE PARCEL ID ADAPTER BEND KICKER WATER MAIN NOTES: 1. SEE CONSTRUCTION STANDARDS OF THE LOCAL WATER UTILITY FOR THE INSTALLATION OF WATER MAINS, SERVICE LINES, METERS, AND APPURTENANCES. 2. MINIMUM COVER OVER TOP OF ALL WATER MAINS TO BE 54 INCHES FROM FINISHED GRADE. 3. ALL VALVES ARE TO BE INSTALLED WITHIN 10' OF AN INTERSECTION OR NEAR A FIRE HYDRANT. 4. VALVES MUST HAVE POSI-CAP OR EQUIVALENT, FOR VALVE BOX STABILIZATION AND CENTERING. 5. THE WATER MAIN MUST MAINTAIN A MINIMUM OF 10 FEET OF SEPARATION WITH THE SEWER MAIN AT ALL TIMES. 6. HYDRANTS SHALL BE PER THE REQUIREMENTS OF CARMEL WATER. 7. FIRE HYDRANTS SHALL HAVE 5 INCH STORZ CONNECTION (MUELLER MODEL 290220 FOR CASTING AND 290221 CAP OR APPROVED EQUAL). THE 5 INCH STORZ CONNECTION SHALL FACE THE STREET. HYDRANTS SHALL BE PLACED BETWEEN THE CURB AND THE SIDEWALK IN THE RIGHT OF WAY. 8. INSTALL ALL DUCTILE IRON WATER MAINS AND ACCESSORIES IN ACCORDANCE WITH AWWA C600. 9. WRAP ALL FITTINGS IN POLYETHYLENE ENCASEMENT. 10. THE MAXIMUM SPACING BETWEEN FIRE HYDRANTS IN RESIDENTIAL NEIGHBORHOODS AND RESIDENTIALLY ZONES AREAS SHALL BE 500 FEET. 11. ALL WATER TO BE RESTRAINED CITY OF CARMEL STANDARDS. 12. WATER AVAILABILITY FEES WILL BE PAID AT THE TIME OF ACQUIRING THE BUILDING PERMITS. 13. CARMEL WATER INSPECTION STAFF MUST BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WITH NEW WATER MAIN CONSTRUCTION.C700 Water PlanC700WATER PLANW210497BCHW210497 01-13-2022DASJRV10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C700 Water Plan.dwgLAYOUT: C700DATE/TIME: August 11, 2022 - 7:57amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH SITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22 C701 Water SpecsC701WATER SPECS & DETAILSW210497BCHW210497 xxxDAS----10 9 abcd8 7 6 efgh10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C701 Water Specs.dwgLAYOUT: C701DATE/TIME: August 11, 2022 - 7:57amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022 TPG/BCHREVISED PER TRICO COMMENTS05-19-2022 BCHREVISED PER TAC COMMENTS06-28-2022 TPG/BCHREVISED PER TAC COMMENTS08-10-2022 TPG/BCH340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 7108/23/22