Loading...
HomeMy WebLinkAboutThe Avenue at Bennett Farm-Complete Set_20210427PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 Contact Person: Joe Farr 317-509-7388 jfarr@jdfdevelopment.com CONSTRUCTION PLANS FOR: THE AVENUE AT BENNETT FARM 11100 & 11150 N. MICHIGAN RD. CARMEL, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SECTION 6, TOWNSHIP 17N, RANGE 3E SITE VICINITY & ZONING MAP FLOOD ZONE: The project site is located within the FEMA Community Panel Map #18011C0353E dated January 18, 2012 and #18057C0205G dated November 19, 2014. Review of the map indicates the site is located within the Flood Designations 'Zone X' (unshaded). The proposed buildings and improvements are located in Zone X Unshaded and are therefore not subject to Flood Control Ordinance requirements. SITE LOCATION 2.0 Acres Zoned: B3 SITE DATA: TOTAL SITE ACREAGE - 2.07 AC TOTAL ACREAGE OF DISTURBANCE - 1.7 AC GROSS SQUARE FOOTAGE OF BUILDING MULTI-TENANT- 11,000 SF DRIVE THROUGH RESTAURANT TENANT - 2,000 SF PROPOSED CONSTRUCTION START - FEBRUARY 1, 2021 PROPOSED CONSTRUCTION END - NOVEMBER 1, 2021 WORK IS SCHEDULED TO BE COMPLETED IN ONE CONTINUOUS CONSTRUCTION PHASE SETBACKS: REQUIRED PROVIDED FRONT YARD 30 FT (MICHIGAN) 91.4 FT 60 FT (BENNETT) 95.2 FT 60 FT (REDD RD) 38.3 FT (VARIANCE REQUESTED) SIDE YARD 0 FT 66.1 FT (SOUTH) REAR YARD 30 FT N/A (NO REAR YARD)N C100 COVER SHEET 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 3. REV. PER CARMEL CMMTS 3/9/2021 4.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF AF KG 1. The construction plans shall govern over any other form of media, which includes digital files of this project. 2. The contractor shall be responsible for obtaining or verifying that all permits and approvals are obtained from the respective city, county, state & federal agencies prior to starting construction. 3. It shall be the contractors responsibility to determinate the exact location of all existing utilities in the vicinity of the construction area prior to starting construction. Once all utilities have been located, it will be the contractor's responsibility to maintain in service all existing utilities encountered during construction unless otherwise indicated in the construction drawings. 4. Before working with or around existing utilities, the applicable utility company shall be contacted by the contractor. It shall be the contractor's responsibility to notify and coordinate construction with all respective utilities. 5. All construction methods and materials must conform to current standards and specifications for the governing municipality requirements. 6. Maintenance of traffic needed for this project shall be installed and maintained per INDOT specifications and the indiana MUTCD Manual. 7. The contractor shall be responsible for all field dimensions and shall verify all dimensions on the site prior to start of construction. If any discrepancies are found in these plans from actual field conditions, the contractor shall notify the engineer immediately. 8. All quantities given on these construction plans or in the scope of work section are estimates and shall be confirmed by the bidding contractors. 9. It shall be the responsibility of the developer and contractor to maintain quality control throughout this project. 10. Bearings, dimensions, and easements are shown for reference only. See record surveys and plats for exact information.B3 MULTI-FAMILY ZIONSVILLE N SITE LOCATION MAP SITE LOCATION NOT TO SCALE HEN DRI CKS MARION MORGAN SHELBY JOHNS O N BOONE HAMI L TON CLINTON MONT G O M ERY BENCHMARK: COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND) PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM NAVD 88 ZONE: INDIANA EAST 1301 GEOID MODEL: GEOID03 (CONUS) COORDINATE UNITS US SURVEY FEET DISTANCE UNITS US SURVEY FEET HEIGHT UNITS US SURVEY FEET USGS BENCHMARK BM 59 STP PROJECT NO. 9903 (020), ESTABLISHED BY BLN-4/2004. MINE SPIKE & WASHER IN UTILITY POLE #898-6379 AT THE NW CORNER OF 1 06TH STREET AND US 421. ELEV. = 895. 17' TBM CUT "X" IN EASTERNMOST BONNET BOLT OF FIRE HYDRANT LYING WEST OF US 421. SOUTH OF BENNETT PARKWAY. ELEV.=901.56' CARMEL UTILITIES 30 West Main Street Carmel, IN 46032 (317) 571-2442 (Customer Service) CITIZEN'S ENERGY GROUP 2150 Dr. Martin Luther King Jr. Street indianapolis, IN 46202 (317) 263-6418 CARMEL DEPARTMENT OF COMMUNITY SERVICES 1 Municipal Drive Carmel, IN 46032 (317) 571-2417 DUKE ENERGY 100 South Mill Creek Road Noblesville, Indiana 46060 (317) 776-5365 VECTREN 16000 Allisonville Road Noblesville, Indiana 46061 (317) 776-5532 CARMEL DEPARTMENT OF ENGINEERING 1 Municipal Drive Carmel, IN 46032 (317) 571-2411 COMCAST 5330 E. 65th Street Indianapolis, IN 46220 (317) 774-3384 TRICO REGIONAL WASTE 10701 N College Ave, Suite A Indianapolis, IN 46280 CITY OF CARMEL CONSTRUCTION STANDARDS AND SPECIFICATIONS, LATEST EDITION, TO BE USED AS SUPPLEMENTAL INFORMATION WITH THESE PLANS. INDIANA STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, TO BE USED AS SUPPLEMENTAL INFORMATION WITH THESE PLANS. CARMEL ENGINEERING DEPARTMENT NOTE: ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. EXISTING RIGHT OF WAY NOTE: 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. B2 S1 CARMEL PETITION REFERENCE: DOCKET NO. PZ-2020-00198 DP/ADLS: THE AVENUE AT BENNETT FARM. DOCKET NO. PZ-2020-00206 ZW: 20' MAXIMUM BUILDING HEIGHT, 22'6” AND 22'4” REQUESTED. DOCKET NO. PZ-2020-00207 ZW: 30' MINIMUM GREENBELT WIDTH REQUIRED, 28' REQUESTED. DOCKET NO. PZ-2020-00208 ZW: NUMBER OF PARKING SPACES - 88 REQUIRED, 77 REQUESTED. STORMWATER PERMIT: PLANS PREPARED FOR: OPERATING AUTHORITIES GENERAL NOTES SHEET LIST TABLE SHEET NUMBER SHEET TITLE C100 COVER SHEET C101 GENERAL INFORMATION PLAN C102 EXISTING CONDITIONS PLAN C103 MAINTENANCE OF TRAFFIC PLAN C201 SITE PLAN C301 GRADING PLAN C401 SITE UTILITY PLAN C402 STORM PLAN & PROFILE C403 STORM PLAN & PROFILE C501 INITIAL CONTROLS SWPPP C502 MASS GRADING & CONSTRUCTION SWPPP C503 POST CONSTRUCTION SWPPP C504 SWPPP NARRATIVE C505 EROSION CONTROL DETAILS C801 GENERAL DETAILS C802 GENERAL DETAILS C803 CURB RAMP DETAILS C804 SANITARY SERVICE DETAILS C805 WATER SERVICE DETAILS C901 GENERAL SPECIFICATIONS C902 CARMEL CURB & PAVEMENT SPECS L101 LANDSCAPE PLAN & DETAILS 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. DEMOLITION NOTES: GRADING NOTES: 1) Earthwork & grading shall not start until erosion control measures have been properly installed. 2) 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. 3) Provide positive drainage that assures no ponding in all areas. After installation, contractor to test for, and correct, in any, standing water conditions are present. 4) All proposed spot elevations are the final pavement and grade elevations. See appropriate details and specifications to determine the subgrade elevations below finish grade elevations for construction. 5) All sanitary manholes in non-paved areas shall be 3" above grade. 6) The maximum slope to be used in non-paved areas shall be 3:1. 7) All A.D.A. parking spaces & access aisles shall be level with surface slopes not to exceed 2% (1:50) in any direction as which to comply with A.D.A requirements. 8) All sidewalks cross slopes shall not exceed 2% (1:50) unless noted otherwise. 9) Provide smooth transitions from new areas to existing features as appropriate. SURVEY NOTES: 1) The utilities indicated on these construction plans and on the survey may not be a compete inventory of all existing utilities currently on or near the site. The size and location of these utilities may be approximate. The engineer shall not be held liable for any inaccurate utility information indicated, or not indicated on this survey. 2) Boundary & Topographic Survey information provided herein was obtained by research and field work provided by JDF Development for the site prior to the construciton of the existing building to the south of the subject property. The existing conditions shown here on might not be a full inventory or accurate depiction of the existing facilities. Fritz Engineering Services, LLC shall not be responsible for any existing conditions shown within this set of plans. 1) It shall be the responsibility of the contractor to remove any materials and/or structures not located on this survey. 2) It shall be the responsibility of the contractor to verify all existing utilities and their locations pertaining to their phase of work, and to verify which utilities will be removed by the utility company. Any and all utilities not removed by the utility company shall be removed by the contractor. 3) Utility locations shown are approximate and shall be relocated and/or capped at the Right-Of-Way line and abandoned before construction at no additional cost to the owner. 4) The owner gets the first right of salvage. 5) All demolition material not being salvage shall be properly disposed of offsite by the contractor. 6) The contractor shall obtain all demolition permits required by the local and state agencies. 7) The contractor shall maintain streets and shared drives free and clear of sediment and debris. 8) The contractor is responsible for the protection of all existing utility lines unless otherwise stated. 9) Contractor shall coordinate all temporary shut down of existing utility services with the appropriate utility department, owner, authority, etc. 10) Contractor shall coordinate any necessary street or drive closures required. SITE/LAYOUT NOTES: 1) See architectural plans for all building dimensions. Any dimensions shown herein shall be considered conceptual. 2) All dimensions are to edge of pavement or face of curb, unless noted otherwise. 3) All dimensions are to face of brick or facing material, unless noted otherwise. 4) All parking area stripes are to be 4" white paint. Handicapped parking areas and access aisles shall be 4" blue paint. 5) Provide smooth transitions from new areas to existing features as appropriate. 6) The edge of existing asphalt pavement shall be properly sealed with a tack coat material in all areas where new asphalt pavement is indicated to join existing pavement. 7) Provide chamfer ends at curbs. 8) Verify sign locations & sign requirements with local governing municipality. RCP IE/INV = INVERT ELEVATION = REINFORCED CONCRETE PIPE HDPE = HIGH DENSITY POLYETHYLENE PIPE SSD = SUB-SURFACE DRAIN MH STR RD&UE D&UE SD&UE SAN HC ME STM ROW MPE TYP PR EX R B-B = MANHOLE = STRUCTURE = REGULATED DRAIN AND UTILITY EASEMENT = DRAINAGE AND UTILITY EASEMENT = SANITARY, DRAINAGE, AND UTILITY EASEMENT = SANITARY SEWER = HANDICAP RAMP = MATCH EXISTING = STORM SEWER = RIGHT OF WAY = MINIMUM PAD ELEVATION = TYPICAL = PROPOSED = EXISTING = RADIUS = BACK TO BACK = SANITARY EASEMENT = WATER AND UTILITY EASEMENT SE W&UE = RIM / TOP OF CASTING = TOP OF CURBTC RIM = GUTTERGUT = NORMAL POOL = ELEVATION NP ELEV LF = LINEAR FEET UD = UNDERDRAIN EXISTING CONTOURS FLOW ARROW PROPOSED CONTOURS785 785 TEMP. FLUSH HYDRANT BLOW-OFF WATER METER REDUCER THRUST BLOCK M.J. SLEEVE PLUG CROSS FIRE CONNECTION M T CO POST INDICATOR VALVEPIV FLH R AC TV TV C E EM E E FM F G G GW GP HH LS M G PV PT S SV ST D TB T T TR FG W W WW WV GV SECTION MONUMENT BENCHMARK ROW MONUMENT PROPERTY MONUMENT STAND PIPE POST AIR CONDITIONER STORAGE TANK FOUNTAIN SHRUB STUMP SATELITE DISH ANTENNA COAL CHUTE GUY WIRE SIGN CROSS LIGHT GROUND LIGHT FLAG POLE MAST ARM POLE GREASE PIT TANK UTILITY POLE STRAIN POLE POWER POLE LIGHT POLE TELEPHONE POLE GUY POLE TELEPHONE BOOTH TELEPHONE RISER TELEPHONE MANHOLE CABLE RISER CABLE MANHOLE LOOP DETECTOR LOOP DETECTOR HOUSING SANITARY MANHOLE WET WELL LIFT STATION FORCE MAIN MANHOLE CLEAN OUT COMBINATION MANHOLE STORM MANHOLE CURB INLET CATCH BASIN DROP INLET END SECTION FLAP GATE DOWN SPOUT FIRE HYDRANT WATER MANHOLE WELL WATER MATER MONITORING WELL WATER VALVE SPRINKLER VALVE SPRINKLER WATER SPIGOT GAS MANHOLE GAS STORAGE WELL GAS METER NATURAL GAS WELL GAS VALVE PROPANE TANK PETROLEUM TEST WELL PETROLEUM VALVE TRAFFIC MANHOLE HAND HOLE CONTROLLER CABINET TRAFFIC SIGNAL ELECTRIC MANHOLE ELECTRIC RISER ELECTRIC METER TRANSFORMER ELECTRIC OUTLET SEPTIC TANK BARB-WIRE FENCE WOOD FENCE RAIL WOVEN FENCE CHAIN-LINK FENCE IRON FENCE PRIVACY FENCE T T T T T GUARD RAIL FLOW LINE TREE/SHRUB LINE TV CABLE TV LINE** E ELECTRIC LINE** FO FIBER OPTIC LINE FM STORM SEWER G SANITARY SEWER T FORCE MAIN W GAS LINE TELEPHONE LINE** WATER LINE **PREFIX FOR UTILITY LINES: UG - UNDERGROUND OH - OVERHEAD TC:XXX.XX BC:XXX.XX XXX.XX XXX.XX H.P. XXX.XX L.P. :XXX.XX TW:XXX.XX BW:XXX.XX FLOW LINE ELEVATION SPOT ELEVATION HIGH POINT ELEVATION LOW POINT ELEVATION TOP/BOTTOM CURB ELEVATION TOP/BOTTOM WALL ELEVATION ME - MATCH EXISTING GRADE TV CABLE TV LINE** E ELECTRIC LINE** FO FIBER OPTIC LINE FM STORM SEWER G SANITARY SEWER T FORCE MAIN W GAS LINE TELEPHONE LINE** WATER LINE **PREFIX FOR UTILITY LINES: UG - UNDERGROUND OH - OVERHEAD HYDRANT VALVE TEE ADAPTER BEND TRANSFORMER PAD RELOCATED ELECTRIC/TELEPHONE POLE SIGN HANDICAP PARKING CLEAN OUT STORMTECH STORM CHAMBER SANITARY MANHOLE STORM MANHOLE STORM COMBINATION INLET STORM GRATE INLET STORM BEEHIVE/YARD DRAIN STORM END SECTION BMP/AQUA-SWIRL > > > > > FLOW LINE, PAVEMENT FD FOUNDATION DRAIN UD STORM UNDERDRAIN 8''W SUB-SURFACE DRAIN STORM STRUCTURE NUMBER### FLOW LINE, SWALE (GRASS) LAND DESCRIPTION: BLOCK 'A' OF "THE REPLAT OF BLOCK 'A' OF THE BENNETT TECHNOLOGY PARK, BLOCK A" SECONDARY PLAT RECORDED AS INSTRUMENT #2017003738, IN THE OFFICE OF THE RECORDER, HAMILTON COUNTY, INDIANA. AND BLOCK 'A' OF THE BENNETT TECHNOLOGY PARK LOT 3, AN ADDITION TO THE TOWN OF ZIONSVILLE, BOONE COUNTY, INDIANA, AS PER THE PLAT THEREOF, RECORDED OCTOBER 13, 2011 IN PLAT BOOK 21, PAGE 11 AS INSTRUMENT # 201100008813, IN THE OFFICE OF THE RECORDER OF BOONE COUNTY, INDIANA. C101 GENERAL INFORMATION PLAN 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 AF AF AF AF KG BSL = BUILDING SETBACK LINE PSL = PARKING SETBACK LINE PROPERTY LINE 05/10/21 N 00°30'47" W 654.27' 55.02' N 00°37'13" W N 73°44 ' 4 5 " E 131.23'S 16°15'44" E 744.76' N 25°44'45" E 23.39' Domain Zionsville, LLC INSTRUMENT No. 2011-9711 Church LC-MS, INC INSTRUMENT No. 1995-50146 Advent Evangelical Lutheran BENNETT TECH. PARK LOT 3, P.B. 21, PAGE 11 BLOCK A BENNETT TECHNOLOGY PARK BOONE COUNTYCOUNTYN 00°30'47" W 212.53'S 16°15' CAPPED REBAR SET CAPPED REBAR SET 15' D.S. & U.E.30' GREENBELT & MI 5' N.A.E.S.& P.H.E.N 00° 30'47" W - 306.35'L =1 2 3 .3 4',R= 300.00', D=23 d33'23"58.07'L2 L1L3L5L4 L6 SIGN EASEMENT L1 S 16°15'44" E 38.46' L2 S 73°44'45" W 16.53' L3 S 16°15'15" E 15.00' L4 S 73°44'45" W 20.00' L5 N 16°15'15" W 15.00' L6 N 73°44'45" E 20.00' S0°30'47"E 91.86' L:133.62 R:325.00' Δ:23°33'23"S26°15'17"E 52.77 ' S0°30'47"E 12.04' S26°15'15"E 94.22 ' L:43.64 R:25.00' Δ:99°59'23" S73°44' 40"W 1 80.26' N61°15'15"W 23.41'N16°15'44"W 436.40'N85°00'45"E 237.92' 56,628 sq.ft. LOT 1 BLOCK A INSTRUMENT No. 2017003738 87,105 sq.ft., 2.000 Ac. +/- INSTR. 201100008813 (BOONE CO.) 0.074 Ac. +/- 5' N.A.E. S.& P.H.E. B A A B C C F C C C BA D D E asphalt grass grass grass grass G 9,522 GSF 81' E 15' D. & U.E.asphalt asphalt asphalt asphalt asphalt concrete 43'± PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C102 EXISTING CONDITIONS PLAN 1. PER CARMEL TAC 12-18-2020 2. REV PER CARMEL TAC 2/11/2021 3. ISSUED FOR BID 2/26/2021 4.REV NORTH DR/PARKING 3/28/2021 KRG AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. KEY NOTES: A REMOVE EXISTING CURB/PAVEMENT B SAW CUT CURB/PAVEMENT C PROTECT EX. STORM/SAN./UTILITY THROUGHOUT CONSTRUCTION D REMOVE EX. SIGN E TREE PRESERVATION FENCE F RELOCATE EXISTING PRIMARY ELECTRIC SERVICE AND TRANSFORMER TO SIGN. RECONNECT TO METER. XX 05/10/21 PROPOSED MULTI-TENANT BUILDING 1-STORY, 11,000 GSF DO NOT ENTER DUMPSTER ENCLOSURE///////////////////////////////////////////////////// ///////////// ///// /////////////////////////////////DO NOTENTERDO NOT ENTER DO NOTENTERSTOPSTOP60' BSL 60' F.S.L.15' BSL 30' BSL & GREENBELTPROPO S E D BUILDIN G 1-STOR Y , 2,000 G S FDUMPSTERENCLOSURE MICHIGAN ROAD (US 421)BENNET T P A R K W A Y (VAR. R/W)REDD ROAD(60' R/W)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTYG E E G 9,522 GSF 133'81' 64.4' HALF R / W E 15' D. & U.E.CT F.F.E. = 903.00 1.30 ACRES E E 6''SSL 6''SSL 6''SSLCTUD U D UD UDUDUDUD///////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////DRIVETHRUONLYDRIVETHRUONLYCTSTOPSTOPN 00°30'47" W 654.27'S 16°15'44" E 744.76' Domain Zionsville, LLC INSTRUMENT No. 2011-9711 BENNETT TECH. PARK LOT 3, P.B. 21, PAGE 11 BLOCK A BENNETT TECHNOLOGY PARK BOONE COUNTYHAMILTON COUNTYN 00°30'47" W 212.53'S 16°15'44" E 193.78' JDF DEVELOPMENT, LLC CAPPED REBAR SET CAPPED REBAR SET Zoned B-3, US 421 Overlay 15' D.S. & U.E.60' F.S.L.30' GREENBELT & MIN. FRONT SETBACK PER US 421 OVERLAY5' N.A.E.S.& P.H.E.N 00° 30'47" W - 306.35' L=12 3 . 3 4 ' ,R=300. 0 0 ' ,D=23 d 33 '23"58.07'L2 L1L3L5L4 L6 SIGN EASEMENT L1 S 16°15'44" E 38.46' L2 S 73°44'45" W 16.53' L3 S 16°15'15" E 15.00' L4 S 73°44'45" W 20.00' L5 N 16°15'15" W 15.00' L6 N 73°44'45" E 20.00' S0°30'47"E 91.86' L:133.62 R:325.00' Δ:23°33'23"S26°15'17"E 52.77' S0°30'47"E 12.04'S26°15'15"E 94.22' L:43.64 R:25.00' Δ:99°59'23" S73°44' 40"W 180.26 ' N61°15'15"W 23.41'N16°15'44"W 436.40'N85°00'45"E 237.92' 1.300 Ac. +/- 56,628 sq.ft. LOT 1 INSTR#2017003738 BLOCK A INSTRUMENT No. 2017003738 87,105 sq.ft., 2.000 Ac. +/- INSTR. 201100008813 (BOONE CO.) 0.074 Ac. +/-5' N.A.E. S.& P.H.E. PROPOSED MULTI-TENANT BUILDING 1-STORY, 11,000 GSF DO NOT ENTER DUMPSTER ENCLOSURE////////////////////////////////////////////////// /// ////////////////// ////////////////////////////// ///DO NOTENTER DO NOT ENTER DO NOTENTERSTOP STOP60' BSL 60' F.S.L.15' BSL 30' BSL & GREENBELTPROPO S E D BUILDIN G 1-STOR Y , 2,000 G S FDUMPSTERENCLOSURE MICHIGAN ROAD (US 421)BENNET T P A R K W A Y (VAR. R/W)REDD ROAD(60' R/W)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTYG E E G 9,522 GSF 133'81' 64.4' HALF R / W E 15' D. & U.E.CT F.F.E. = 903.00 1.30 ACRES E E 6''SSL 6''SSL 6''SSLCTUD U D UD UDUD UD UD///// ///// /// / /////////////////////// //// / ////////////////////// //// //////////////////// ///// /////// /////////////////////// /////////////////// /// ///////// / ///////// ///// ///// //////// ////////// /////////// ////DRIVETHRUONLYDRIVETHRUONLYCTSTOPSTOPAHEAD 50' AHEAD 50' A A A A A B B PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C103 MAINTENANCE OF TRAFFIC PLAN 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 3.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. KEY NOTES: A ROAD CONSTRUCTION SIGN B TRAFFIC BARREL, SPACED 25' ON CENTER NOTES: 1. CONTRACTOR SHALL COORDINATE ALL PROPOSED TRAFFIC CONTROL MEASURES WITH THE CITY OF CARMEL ENGINEERING DEPARTMENT. MODIFICATIONS TO THE PROPOSED TRAFFIC CONTROL MEASURES MAY BE NECESSARY. XX 25' 05/10/21 N 00°30'47" W 654.27'55.02' N 00°37'13" W N 73°44' 4 5 " E 131.23' N 25°44'45" E 23.39' Domain Zionsville, LLC INSTRUMENT No. 2011-9711 Church LC-MS, INC INSTRUMENT No. 1995-50146 Advent Evangelical Lutheran BENNETT TECH. PARK LOT 3, P.B. 21, PAGE 11 BLOCK A BENNETT TECHNOLOGY PARK BOONE COUNTYCOUNTYN 00°30'47" W 212.53'S 16°15'44"15' D.S. & U.E.5' N.A.E.S.& P.H.E.N 00° 30'47" W - 306.35' L=12 3. 34',R=300. 00' ,D=23 d33'23"58.07'L2 L1L3L5L4 L6 SIGN EASEMENT L1 S 16°15'44" E 38.46' L2 S 73°44'45" W 16.53' L3 S 16°15'15" E 15.00' L4 S 73°44'45" W 20.00' L5 N 16°15'15" W 15.00' L6 N 73°44'45" E 20.00' S0°30'47"E 91.86' L:133.62 R:325.00' Δ:23°33'23"S26°15'17"E 52 .77 ' S0°30'47"E 12.04'S26°15'15"E 94 .22 ' L:43.64 R:25.00' Δ:99°59'23" S73°44' 40"W 180.26' N61°15'15"W 23.41'N16°15'44"W 436.40'N85°00'45"E 237.92' 56,628 sq.ft. LOT 1 BLOCK A INSTRUMENT No. 2017003738 87,105 sq.ft., 2.000 Ac. +/- INSTR. 201100008813 (BOONE CO.) 0.074 Ac. +/-5' N.A.E. S.& P.H.E. PROPOSED MULTI-TENANT BUILDING 1-STORY, 11,000 GSF DO NOT ENTER DUMPSTER ENCLOSURE/////////////////////////////////////////// //// ////// /////////////// /// /////////////////////////////////D O NOTENTERDO NOT ENT E R DO NOTENTERSTOP STOP60' BSL 60' F.S.L.15 ' BSL 30' BSL & GREENBELTPROPO S E D BUILDIN G 1-STOR Y , 2,000 GS FDUMPSTERENCLOSURE MICHIGAN ROAD (US 421)BENNET T P A R K W A Y (VAR. R/W)REDD ROAD(60' R/W)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTY G 9,522 GSF15' D. & U.E.///////// /// / //////// ///// //// ////////// // ///////////////////// / //// ///// ///// ///// ///// //////////// ////////////////////////////////// ///// /// // /////////// ///////////// ///// ///// //// // /// / / /// /////////// // / / DRIVETHRUONLYDRIVETHRUONLYCTSTOPSTOP12 SPA C E S @ 9' = 108' 5 SPACE S @ 9' = 45' 12 SPACES @ 9' = 108'8 SPACES @ 9' = 72'10 SPACES @ 9' = 90 '14 SPACES @ 9' = 126' 5 SPACES @ 9' = 45'23' 5'12'11.08'3' 23'9' 23 ' 18'25'23 ' 9.5'18'23'18'5' 5' 5' 18 ' 23 ' 18 '9.08' R1. 5' R2'R3'R3' R3' R3' R1.5'7.41' R15'R1 .5' R10'R15'R15'R15'R3'R 1 . 5 ' R1 5 ' R15' R1 5 '8'9' 5' 5' 5' R 1 5 ' R3'5'9'REMOVE EX. ROLL CURB FOR RAMP CONSTRUCTION 13.36'FIELD ADJUST WALK AROUND EX. HYDRANT. ADJUST EX. HYDRANT VALVE TO FINISHED WALK GRADE.5'26.19' 28 '64.82' 28 ' 64.66' 2 SPACES @ 9' = 18' 3 9 .3'±96.1'±96.2'± 9 4 .8'± 25.17'8' 8'2 SPACES @ 9' = 18'8' 8'8' 9'9' A A A A C A B B B B D D D F1 E E E D F4 F3 F3 F3 F4 E F3 F1F2 F2 G G H H I J J G G G K K K K L L L L L M M N Q Q Q Q J J C C G G A1 A1 K F3 F3 F3 F3 F3 K E K PROTECT EX. SIGN & LIGHTS THROUGHOUT CONSTRUCTION. RELOCATE ELECTRICAL SERVICE/TRANSFORMER. O O O O P G G E G J R 66.1'±9 5 .4'±10.08' R3' U U V V V R5' 62.7'183.7' 4' 4' 71 '27.9' 2.5' 38 .3'± 4' 4' 4' 4' 4' 4' 25'1 2 R/W 9'R15'P P2 9'R10'W2 W1 W2 W1 C 10 '13 ' 5' FLUS H WA LK THR O U G H 5' FLUS H WALK THROU G H J G G FUTURE OFFSITE CROSSWALK BY OTHERS71.17' 5' R15 '14.83'14.35' 11150 N . M I C H I G A N R D. 11100 N. MICHIGAN RD. G D E 10'13' R10'R3'R3'R15'R3' R9 ' R20' F121.67' 38.52'RAMP RAMPRAMPE E PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C201 SITE PLAN 1.REV. PER TAC 1/4/2021 2.REV. PER PC CMMNTS 1/21/2021 3. REV PER CARMEL TAC 2/11/2021 4. ISSUED FOR SDR 2/25/2021 3. ISSUED FOR BID 2/26/2021 4. REV. PER CARMEL CMMTS 3/9/2021 5.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. KEY NOTES: A1 RIGHT OF WAY PAVEMENT (PER CARMEL DETAIL 10-22) A LIGHT DUTY ASPHALT PAVEMENT B HEAVY DUTY ASPHALT PAVEMENT C CONCRETE PAVEMENT, TYPE 2 D COMBINED CONCRETE CURB & WALK E CONCRETE WALK F1 6" CONCRETE CURB F2 VALLEY CURB & GUTTER F3 CHAIRBACK CURB & GUTTER F4 6" CONCRETE CURB WITH CONCRETE ISLAND G ADA RAMP (PER INDOT DETAIL) H 4" WHITE PAVEMENT STRIPING, TYP. I ADA BLUE PAVEMENT STRIPING, TYP. J PAVEMENT MARKING (AS SHOWN) K MATCH EXISTING PAVEMENT, CURB, OR WALK L LANDSCAPE AREA M DUMPSTER ENCLOSURE (REF. ARCH. PLAN) N EXISTING SIDEWALK/PAVEMENT TO REMAIN O SIDEWALK TRANSITION AT DRIVE (PER INDOT DETAIL) P BICYCLE PARKING (U-SHAPED, BLACK THERMOPLASTIC POWDER COATED) P2 BICYCLE PARKING (BUILDING MOUNTED BIKE RACK, REF. ARCH.) Q FLUSH CURB / CURB TAPER R MONUMENT SIGN (REF. SIGNAGE PLANS) S EXTENDED CURB/RETAINING WALL T CONCRETE WHEEL BLOCK U DECORATIVE LANDSCAPE PLANTERS (COORDINATE TYPE/SIZE WITH OWNER) V OUTDOOR SEATING (COORDINATE TYPE/SIZE WITH OWNER) W1 DRIVE THROUGH CLEARANCE HEIGHT BAR (COORDINATE TYPE/SIZE WITH ARCH/TENANT SPECS.) W2 DRIVE THROUGH MENU BOARD/ORDER PEDESTAL (LOOP DETECTOR REQUIRED AT ORDER STATION. COORDINATE TYPE/SIZE WITH ARCH/TENANT SPECS.) NOTES: XX SITE DEVELOPMENT SUMMARY TABLE ZONING CLASSIFICATION, CITY OF CARMEL B-3, US 421 OVERLAY PARCEL SIZE 2.07 Ac. ± (BLOCK A) REQUIRED PROVIDED MIN. STREET FRONTAGE N/A MIN. LOT WIDTH 100 FT 180 FT MIN. LOT AREA 10,000 SF 87,000 SF ± MAX. BLDG HEIGHT 35' MAX. 30' MAX. MAX. LOT COVERAGE 80% 72% BUILDING SETBACKS FRONT 60' - BENNETT PKWY, REDD ROAD 30' MICHIGAN ROAD 38' 91' SIDE 0' N/A REAR 15' (CORNER LOT, NO REAR YARDS) N/A PARKING SETBACKS FRONT 30' - MICHIGAN ROAD 10' BENNETT PKWY & REDD ROAD 28' MICHIGAN RD 6' REDD RD SIDE 0' N/A REAR 15' (CORNER LOT, NO REAR YARDS) N/A BUFFERYARDS / GREENBELTS FRONT 30' GREENBELT ALONG MICHIGAN ROAD 28' SIDE N/A REAR N/A PARKING REQUIRED, SF 1 PS PER 80SF - DRIVE THROUGH RESTAURANT 1 SP / 2.5 SEATS + 1 SP / EMPLOYEE - RESTARAUNT 1 SP / 200 SF - RETAIL SALES PARKING REQUIRED DRIVE THROUGH RESTAURANT 3,000 SF / 80 = 37.5 RETAIL 10,000 SF / 200 = 50 = 88 TOTAL REQUIRED SPACES 71 STANDARD + 6 ADA SPACES 77 TOTAL SPACES BICYCLE PARKING REQUIRED 4 AT MULTI-TENANT BLDG 2 AT SINGLE TENANT BLDG MULTI-TENANT BUILDING - SITE - 4 (TWO INVERTED 'U' LOOPS) BUILDING - 2 BUILDING MOUNTED SINGLE TENANT BUILDING - SITE - 4 (TWO INVERTED 'U' LOOPS) NOTE: 1. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. CARMEL ENGINEERING DEPT. NOTE BOTH DRIVEWAY ENTRANCE OFF OF REDD RD. WILL REQUIRE SAW CUTS PER CITY OF CARMEL STANDARDS. ALL CURB CUTS MUST BE SAW CUT TO THE NEAREST JOINT PAST THE REQUIRED LIMITS OF THE CURB REMOVAL. DRIVEWAY ENTRANCE SAW CUT NOTE ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 NOTE 18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD CITY OF CARMEL AND/OR INDOT DETAILS. SIDEWALK NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 05/10/21 N 00°30'47" W 654.27'55.02' N 00°37'13" W N 73°44' 4 5 " E 131.23'S 16°15'44" E 744.76' N 25°44'45" E 23.39' Domain Zionsville, LLC INSTRUMENT No. 2011-9711 Church LC-MS, INC INSTRUMENT No. 1995-50146 Advent Evangelical Lutheran BENNETT TECH. PARK LOT 3, P.B. 21, PAGE 11 BLOCK A BENNETT TECHNOLOGY PARK BOONE COUNTYMILTON COUNTYN 00°30'47" W 212.53'S 16°15'44" E CAPPED REBAR SET CAPPED REBAR SET 15' D.S. & U.E.5' N.A.E.S.& P.H.E.N 00° 30'47" W - 306.35' L=12 3.34 ', R=300.0 0', D=23 d 33'23"58.07'L2 L1L3L5L4 L6 SIGN EASEMENT L1 S 16°15'44" E 38.46' L2 S 73°44'45" W 16.53' L3 S 16°15'15" E 15.00' L4 S 73°44'45" W 20.00' L5 N 16°15'15" W 15.00' L6 N 73°44'45" E 20.00' S0°30'47"E 91.86' L:133.62 R:325.00' Δ:23°33'23"S26°15'17"E 52.77 ' S0°30'47"E 12.04'S26°15'15"E 94.22 ' L:43.64 R:25.00' Δ:99°59'23" S73°44' 40"W 180.26 ' N61°15'15"W 23.41'N16°15'44"W 436.40'N85°00'45"E 237.92' 1.300 Ac. +/- 56,628 sq.ft. LOT 1 INSTR#2017003738 BLOCK A INSTRUMENT No. 2017003738 87,105 sq.ft., 2.000 Ac. +/- INSTR. 201100008813 (BOONE CO.) 0.074 Ac. +/- 5' N.A.E. S.& P.H.E. PROPOSED MULTI-TENANT BUILDING 1-STORY, 11,000 GSF DO NOT ENTER DUMPSTER ENCLOSURE//// ///////////////////// //////////////////////////// /////// /////////// /////////////////////////////////DO NOT ENTERDO NOT ENT E R DO NOTENTERSTOP STOPPROPO S E D BUILDI NG 1-ST ORY, 2,000 G S FDUMPSTERENCLOSURE MICHIGAN ROAD (US 421)BENNET T PARKW A Y (VAR. R/W)REDD ROAD(60' R/W)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTY E 9,522 GSF 81' E 15' D. & U.E.F.F.E. = 903.00 1.30 ACRES GA S METE R GAS METER GAS METERGAS METER GAS METERGAS METERGAS METER UD U D UD UDUDUD UD///////////// /////////////////// ////// /// //////////////////////// // /////// /////// /// ///// ///// ////// // //////// ///////////// ///// ///////////////// //////// ////////// ///////////////////////// ///////////////////DRIVETHRUONLYDRIVETHRUONLYCTSTOPSTOP> > > > > >> > >>>> >>> > >> > >>> > > > > >> > -1 .3 % -1.0% -1.3 % -2.0% -1.9% -2.0% - 1.6 %- 1.6 %-2. 0 %-2 % -2%GRADE SWALE @ -1.0%G R A D E S W A L E @ -2. 1 % GRADE SWALE @ -1.0% GRADE SWALE @ -2.0%90390 2 90 2 90190 1 90190290189989989 9 901 90290 2 902903 904 905 906 902ADJUST RIM 905 904 903903 903903903902903903902901902 -7.0%-3.0%-2.1%-7.8% -4.5% -8.2%-2 .0% -2.0% -1.0% -2.0% -2.6% -6.7% 611 RIM: 900.47 612 RIM: 901.01 631 RIM: 899.35 614 RIM: 901.13 615 RIM: 901.28 602 RIM: 900.56 601 RIM: 900.09 621 RIM: 899.31 622 RIM: 899.45 65 LF OF 12" RCP @ 0.46% 19 LF OF 15" RCP @ 0.65% 134 LF OF 15" RCP @ 0.40% 127 LF OF 15" RCP @ 0.35% 28 LF OF 12" RCP @ 0.32% 108 LF OF 12" RCP @ 0.40% 194 LF OF 12" RCP @ 0.34% 21 LF OF 12" RCP @ 0.34% 45 LF OF 12" RCP @ 0.36% 901.05 FFE:903 . 1 0 FFE:903.10 TC:902.99 BC:902.49 TC:902.85 BC:902.35 TC:902.85 BC:902.35 TC:902.23 BC:901.73 TC:902.35 BC:901.85 TC:902.64 BC:902.14 TC:902.48 BC:901.98 TC:902.20 BC:901.70 TC:902.29 BC:901.79 TC:902.33 BC:901.83 TC:902.45 BC:901.95 TC:902.85 BC:902.35 TC:902.63 BC:902.13 TC:902.48 BC:901.98 TC:902.43 BC:901.93 TC:902.34 BC:901.84 TC:902.88 BC:902.38 TC:902.79 BC:902.29 TC:902.52 BC:902.02 TC:902.44 BC:901.94 TC:902.31 BC:901.81 TC:902.46 BC:901.96 TC:902.45 BC:901.95 902.45 TC:902.19 BC:901.69 TC:902.02 BC:901.52 TC:901.97 BC:901.47 TC:901.61 BC:901.11 TC:902.10 BC:901.60 TC:901.67 BC:901.17 TC:901.44 BC:900.94 TC:902.15 BC:901.65 TC:901.50 BC:901.00 TC:899.24 BC:898.74 TC:899.81 BC:899.31 TC:900.99 BC:900.49 TC:902.50 BC:902.00 TC:901.81 BC:901.31 TC:901.11 BC:900.61 TC:900.76 BC:900.26 TC:900.69 BC:900.19 TC:901.41 BC:900.91 TC:901.79 BC:901.29 TC:901.83 BC:901.33 TC:901.98 BC:901.48 TC:903.24 BC:902.74 TC:903.00 BC:902.50 TC:903.00 BC:902.50 TC:902.89 BC:902.39 TC:902.54 BC:902.04 TC:902.35 BC:901.85 TC:902.50 BC:902.00 TC:902.08 BC:901.58 TC:902.17 BC:901.67 TC:902.22 BC:901.72 TC:902.11 BC:901.61 TC:902.00± ME BC:901.50± ME TC:901.40± ME BC:900.90± ME TC:901.70 BC:901.20 TC:901.64 BC:901.14 TC:901.60 BC:901.10 TC:901.37 BC:900.87 TC:901.12 BC:900.62 TC:901.96 BC:901.46 TC:902.11 BC:901.61 TC:902.11 BC:901.61 TC:901.96 BC:901.46 TC:902.22 BC:901.72 TC:902.37 BC:901.87 TC:902.37 BC:901.87 TC:902.42 BC:901.92 TC:902.22 BC:901.72 TC:902.95 BC:902.45 TC:902.80 BC:902.30 TC:902.80 BC:902.30 TC:902.65 BC:902.15 TC:902.95 BC:902.45 TC:902.31 BC:901.81 TC:902.07 BC:901.57 TC:902.95 BC:902.45 TC:902.95 BC:902.45 TC:902.80 BC:902.30 TC:902.75 BC:902.25 TC:902.63 BC:902.13 TC:902.66 BC:902.16 TC:902.42 BC:901.92 TC:902.36 BC:901.86 TC:902.99 BC:902.49 TC:902.68 BC:902.68 TC:902.65 BC:902.65 TC:902.65 BC:902.65 TC:902.63 BC:902.63 TC:902.70 BC:902.20 TC:903.10 BC:902.60 902.21 902.45 902.63 902.45902.62 902.24 902.29 902.23 901.73 903.05 900.69900.60 900.65 900.75 899.67 899.61 898.68 899.24 899.72 899.82 900.20 900.12 900.05 900.51 900.10 900.00 901.97 902.33 901.75 901.99 901.11± ME 901.24± ME902.26 902.35 :900.42 :899.82 :899.49 :899.68 :899.19 :898.99 :898.75 902.12 901.99 901.86 902.33 902.25 902.10 902.11 898.88± ME 898.49± ME 899.80± ME 899.79± ME 901.31± ME 901.31± ME TC:901.73 BC:901.23 TC:901.73 BC:901.23 TC:901.07 BC:900.57 TC:899.91 BC:899.41 TC:900.05 BC:899.55 :899.88 :900.26 TC:902.89 BC:902.39 903.00 903.00 903.00 903.00 902.90 902.46 902.29 902.91 903.00 902.90 901.26 902.34 902.75 903.10 TC:902.68 BC:902.18 TC:902.59 BC:902.09 TC:902.76 BC:902.26 TC:902.79 BC:902.29 TC:902.95 BC:902.45 TC:902.95 BC:902.45 902.79 900.65 899.15 TC:901.95 BC:901.45 TC:901.58 BC:901.08 MFPG:902.61 MLAG:902.61 MFPG:902.85 MLAG:902.85 902.60 902.00 902.43 TC:901.75 BC:901.25 -7 .0% TC:902.40 BC:901.90 TC:902.37 BC:901.87 900.55 -8.3%PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C301 GRADING PLAN 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 3. REV. PER CARMEL CMMTS 3/9/2021 4.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. MINIMUM FLOOD PROTECTION GRADE (MFPG): Minimum Flood Protection Grade 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. LOWEST ADJACENT GRADE (LAG): Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well. FLOOD ROUTING PATH DRAINAGE SUMMARY TABLES The proposed onsite drainage system maintains to the greatest extend possible the existing drainage patterns for each location which directs runoff offsite. The proposed development site is within the previously approved Bennett Tech Road (now labeled as Redd Road) master drainage system. The master drainage system includes offsite stormwater quality and stormwater detention facilities. Onsite stormwater inlet and piping is proposed to connect to the downstream master planned system and meets the parameters set forth in the master planned system. STORMWATER MANAGEMENT SYSTEM NOTE: The proposed stormwater management system associated with this project shall be privately owned. CONSTRUCTION LIMITS / PROJECT DISTURBANCE LIMITS OVERFLOW TO THE EX. POND 901.85 901.50 899.68 900.85 901.20 901.61 05/10/21 105 PROPOSED MULTI-TENANT BUILDING 1-STORY, 11,000 GSF DO NOT ENTER DUMPSTER ENCLOSURE//// /////////////////////////////////////////// ////// /////////////// /// /////////////////////////////////DO NOTENTERDO NOT ENT ER D O NOTENTERSTOPSTOPPROPO S E D BUILDIN G 1-STOR Y , 2,000 G S FDUMPSTERENCLOSURE MICHIGAN ROAD (US 421)BENNET T P A R K W A Y (VAR. R/W)REDD ROAD(60' R/W)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTYG 9,522 GSF 81' E 15' D. & U.E.602 601 622 621 611 672 615 614 612 6''S SL 6''S SL 6''SSLGA S METE R G G G GAS METER G G GAS METERG G GAS METER G G GAS METERG G G GAS METERG G GGAS METER G G 2''W 2''W 2 ''W 1 -1 /2 ''W UGEUGE UGE UGEUGEU G E UGE UGE UGE UGE UGEUGEUGE631 UD U D UD UDUD UDUD//////////// / //////// ////// / //// ////////// /// //////////////// ///// / ////////// // // /////////////////////////////////////////////// ///// //////////////////// //// ////////////////////////////// /// // /////////// //// DRIVETHRUONLYDRIVETHRUONLYCTSTOPSTOPU G E N 00°30'47" W 654.27'55.02' N 00°37'13" W N 73°44' 4 5 " E 131.23'S 16°15'44" E 744.76' N 25°44'45" E 23.39' CAPPED REBAR SET CAPPED REBAR SET 15' D.S. & U.E.5' N.A.E.S.& P.H.E.L2 L1L3L5L4 L6 SIGN EASEMENT L1 S 16°15'44" E 38.46' L2 S 73°44'45" W 16.53' L3 S 16°15'15" E 15.00' L4 S 73°44'45" W 20.00' L5 N 16°15'15" W 15.00' L6 N 73°44'45" E 20.00'5' N.A.E. S.& P.H.E. E2 E3 E4 E5 E4 E5 G2 G2 G2 G2 G2 G2 G2 G1 G1 G1 G1 G1 G1 SS1 SS1 SS1 SS1 SS1 SS1 15.3'15.9' 84.5' 95.4'46.9' 1 1 0 .5'15.9'15.3'SS3 INV.899.4 SS2 INV.900.0 SS2 INV.900.0 SS3 INV.899.7 SS3 INV.898.5 SS3 INV.897.5 SS5 INV.897.0 SS3 INV.898.8 SS2 INV.899.0 SS2 INV.899.0 SS3 INV.897.8 SS6 INV.896.6± FIELD VERIFY LOCATION AND INVERT PRIOR TO CONSTRUCTION FFE:903.10 FFE:903 . 10 SS4 SS4 W2 W4 UX UX UX 194 LF OF 12" RCP @ 0.34% 21 LF OF 12" RCP @ 0.34% 45 LF OF 12" RCP @ 0.36% 65 LF OF 12" RCP @ 0.46% 19 LF OF 15" RCP @ 0.65%108 LF OF 12" RCP @ 0.40%127 LF OF 15" RCP @ 0.35%134 LF O F 1 5" RCP @ 0. 4 0% 28 LF OF 12" RCP @ 0.32% CORE DRILL AND CONNECT NEW STORM PIPE TO EX. STRUCTURE PER CITY OF CARMEL STORMWATER STANDARDS. CORE DRILL AND CONNECT NEW STORM PIPE TO EX. STRUCTURE PER CITY OF CARMEL STORMWATER STANDARDS. ST2 ST2 W2 W3 E6 E6 W3 E3 RELOCATE PRIMARY CONDUIT TO NEW TRANSFORMER FOR SIGN LIGHTING. COORDINATE WITH POWER COMPANY. W1 STORM STRUCTURE DATA TABLE STRUCTURE I.D. 105 601 602 611 612 614 615 621 622 631 672 RIM ELEVATION 899.50 900.09 900.56 900.47 901.01 901.13 901.28 899.31 899.45 899.35 898.50 NEENAH CASTING DESIGNATION ex. beehive R-3286-8V R-3286-8V R-3010 R-3010 R-3286-8V R-3286-8V R-3286-8V R-3286-8V R-4342 ex. beehive INFLOW INV, SIZE, (DIRECTION), [UP STR.] INV:896.04 12" RCP (N)[601] INV:896.21 12" RCP (E)[602] INV:895.27 12" RCP (S)[621] INV:895.06 15" RCP (NE)[612] INV:895.60 12" RCP (NE)[631] INV:896.71 15" RCP (SE)[614] INV:897.57 12" RCP (S)[615] INV:895.67 12" RCP (SE)[622] INV:897.05 6" HDPE (N)[] INV:896.76 6" HDPE (S)[] INV:894.82 15" RCP (E)[611] OUTFLOW INV, SIZE, (DIRECTION), [DOWN STR.] INV:896.00 12" RCP (S)[] INV:896.11 12" RCP (S)[105] INV:896.87 12" RCP (W)[601] INV:894.94 15" RCP (W)[672] INV:895.60 15" RCP (SW)[611] INV:897.15 15" RCP (NW)[612] INV:898.00 12" RCP (N)[614] INV:895.57 12" RCP (N)[611] INV:895.83 12" RCP (NW)[621] INV:895.69 12" RCP (SW)[612] INV:894.59 15" RCP (SW)[] DESCRIPTION & NOTES ex. beehive inlet 2'x2' BOX 2'x2' BOX 48" DIA. MH 48" DIA. MH 2'x2' BOX 2'x2' BOX 2'x2' BOX 2'x2' BOX 2'x2' BOX ex. beehive inlet NOTE: STRUCTURE 613 WAS ELIMINATED. STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE I.D. 631 622 621 615 614 612 611 602 601 DOWNSTREAM STRUCTURE I.D. 612 621 611 614 612 611 672 601 105 LENGTH OF PIPE 28 LF 45 LF 65 LF 108 LF 127 LF 134 LF 19 LF 194 LF 21 LF PIPE SIZE / TYPE 12" RCP 12" RCP 12" RCP 12" RCP 15" RCP 15" RCP 15" RCP 12" RCP 12" RCP SLOPE % 0.32% 0.36% 0.46% 0.40% 0.35% 0.40% 0.65% 0.34% 0.34% UPSTREAM PIPE INV. 895.69 895.83 895.57 898.00 897.15 895.60 894.94 896.87 896.11 DOWNSTREAM PIPE INV. 895.60 895.67 895.27 897.57 896.71 895.06 894.82 896.21 896.04 NOTE: STRUCTURE 613 WAS ELIMINATED. PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C401 SITE UTILITY PLAN 1. REV PER CARMEL TAC 2/11/2021 2. REV PER TRICO REVIEW 2/19/2021 3. REV STRM SYSTEM 2/24/2021 4. ISSUED FOR BID 2/26/2021 5.REV NORTH DR/PARKING 3/28/2021 6.REV. WATER SERVICE 4/27/2021 AF AF AF AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. KEY NOTES: E1 ELECTRIC - CONTRACTOR SHALL COORD. EXACT LOCATION, SIZE OF SERVICE WITH MEP PLANS AND POWER CO. E2 ELECTRIC - EX. TRANSFORMER. CONTRACTOR SHALL COORDINATE SERVICE WITH POWER CO. APPROX. LOCATION SHOWN. E3 ELECTRIC - PR. TRANSFORMER. CONTRACTOR SHALL COORDINATE SERVICE WITH POWER CO. APPROX. SIZE/LOCATION SHOWN. E4 ELECTRIC - PR. SECONDARY ELECTRIC SERVICE. COORDINATE CONDUIT AND WIRE WITH MEP PLANS. E5 ELECTRIC - CT CABINET. REF. MEP PLANS FOR EXACT LOCATION AND TENANT DISTRIBUTION/METER LOCAITONS. E6 ELECTRIC - LOOP DETECTORS AT DRIVE THROUGH REQ'D. COORDINATE WITH MEP, TENANT REQUIREMENTS AND OWNER PRIOR TO PAVEMENT CONSTRUCTION. G1 GAS - PROPOSED GAS SERVICE LINE. REF. MEP PLANS FOR SIZE. COORDINATE SERVICE WITH GAS CO. G2 GAS - TENANT GAS METER. REF. MEP PLANS FOR EXACT SIZE AND LOCATION. SS1 SANITARY - 6" PVC SDR 26 LATERAL @ 1.04% MIN., SEE PLAN FOR LENGTH SS2 SANITARY - BUILDING CLEANOUT, TYPE 1 WITH TYPE 2 COVER (WITHIN PAVEMENT), SEE PLAN FOR INVERTS SS3 SANITARY - CLEANOUT, TYPE 2, SEE PLAN FOR INVERTS SS4 SANITARY - 1,000 GALLON GREASE INTERCEPTOR AND SAMPLE STRUCTURE. REF. TRICO DETAILS. SS5 SANITARY - CONNECT PR. SANITARY LATERAL TO EX. MANHOLE PER TRICO STANDARDS. SS6 SANITARY - CONNECT LATERAL TO EX. SANITARY MAIN PER TRICO REGIONAL SEWER STANDARDS. VERIFY MAIN LOCATION AND DEPTH IN FIELD BEFORE CONSTRUCTION. ST1 STORM - PR. STRUCTURE, REF. STORM STRUCTURE TABLE ST2 STORM - 6" PERF. UNDERDRAIN IN SWALE W1 WATER - PR. CORPORATION STOP TAP ON EX. 12" DUCTILE IRON MAIN PER CITIZENS WATER STANDARDS W2 WATER - PR. 1-1/2" DOMESTIC WATER SERVICE LINE WITH 1" METER & PIT. W3 WATER - PR. 2" DOMESTIC WATER SERVICE TAP/LINE. METER & BACKFLOW WITHIN BUILDING. COORDINATE SIZE/LOCATION WITH MEP PLANS. W4 WATER - 8" DUCTILE IRON PIPE WITH CAPS ON EACH END FOR FUTURE FIRE SERVICE AND REMOTE FIRE DEPARTMENT CONNECTION. UX UTILITY CROSSING, APPROX. LOCATION SHOWN. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL EX. UTILITIES WITHIN AREA OF WORK PRIOR TO CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS FOUND. NOTES: 1. UTILITY CROSSINGS UNDER EX. PAVEMENT SHALL BE BORED OR JACK & BORED WHERE POSSIBLE. OPEN CUTS SHALL BE AVOIDED. 2. EXISTING UTILITIES SHOWN HEREON MAY NOT BE A COMPLETE INVENTORY OF ALL EXISTING UTILITIES WITHIN THE AREAS OF CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES WITHIN AND ADJACENT TO THE AREAS OF CONSTRUCTION AND NOTIFY THE OWNER AND ENGINEER OF ANY POTENTIAL CONFLICTS WITH THE PROPOSED IMPROVEMENTS. 6XX XX# 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. EXISTING RIGHT-OF-WAY NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THE PROJECT LIMITS SHALL BE PRIVATELY OWNED AND MAINTAINED BY OWNER. STORM SEWER SYSTEM NOTE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. EXISTING CONDITIONS NOTE 1-1/2" WATER SERVICE CONNECTION DETAIL 05/10/21 105 PROPOSED MULTI-TENANT BUILDING 1-STORY, 11,000 GSF DO NOT ENTER DUMPSTER ENCLOSURE DO NOTENTERSTOP15' BSL MICHIGAN ROAD (US 421)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTYG 9,522 GSF 81' E 15' D. & U.E.602 601 6''SSL G G GAS METER G G GAS METERG G G GAS METERG G GGAS METER G GUGE UGE UGEUGEUGEU G E UGE UGE UGE UGE UGE ///////////// ////////////// ///// ///// ///// /// ///// ///// //////////// // // ///////////////////////////// /////////////////////////DRIVETHRU ONLYSTOPN 00°30'47" W 654.27'BOONE COUNTYCOUNTYN 00°30'47" W 212.53'CAPPED REBAR SET CAPPED REBAR SET 15' D.S. & U.E.30' GREENBELT &S.& P.H.E.N 00° 30'47" W - 306.35'L= 12 3 . 34 ',R= 300 . 00 ',D=23d33'23"S0°30'47"E 91.86' L:133.62 R:325.00' Δ:23°33'23" N85°00'45"E 237.92' 5' N.A.E.S.& P.H.E. FFE:903.10 194 LF OF 12" RCP @ 0.34% 21 LF OF 12" RCP @ 0.34% PROFILE: PR STORM: 602 TO EX 105 890 895 900 905 910 915 890 895 900 905 910 915 1+00.00 1+30.85 1+50.00 2+50.00 3+44.46900.90900.902+00 901.80901.80902.13902.133+00 901.28901.28STORM STR 602 (2'x2' BOX)WITH R-3286-8VINV(W):896.87 (12" RCP)RIM:900.56194 LF OF 12" RCP @ 0.34%STORM STR 601 (2'x2' BOX)WITH R-3286-8VINV(E):896.21 (12" RCP)INV(S):896.11 (12" RCP)RIM:900.0921 LF OF 12" RCP @ 0.34%STORM STR 105 (ex. beehive inlet)WITH ex. beehiveINV(N):896.04 (12" RCP)INV(S):896.00 (12" RCP)RIM:899.50///////////////////////////////////////////////////// /////////// //// /// /////////////////////////////////DO NO T ENTER DO NOTENTERSTOP60 ' BSL LT PROPO S E D BUILDIN G 1-STOR Y , 2,000 GSFDUMPSTERENCLOSUREBENNET T P A R K W A Y (VAR. R/W)REDD ROAD(60' R/W) 622 621 611 672 614 612 6''SSL 6' 'SSLGA S METE R G G G M1-1/2''WUGE UGE631 UD U D UD UDUD UDUD/////////////// ////////// ///////////// //////////DRIVETHRUONLYCTSTOPU G E 58.07'L2 L1L3L5L4 L6 S26°15'17"E 52 .77' S0°30'47"E 12.04'S26°15'15"E 94 .22' L:43.64 R:25.00' Δ:99°59'23" S73 °44'40"W 180.26' N61°15'15"W N16°15'44"W 436.40'FFE:903 . 1 0 45 LF OF 12" RCP @ 0.36% 65 LF OF 12" RCP @ 0.46% 19 LF OF 15" RCP @ 0.65% 108 LF OF 12" RCP @ 0.40%127 LF OF 15" RCP @ 0.35% 13 4 LF O F 1 5 " RCP @ 0. 40% 28 LF OF 12" RCP @ 0.32% PROFILE: PR STORM: 631 TO EX 672 890 895 900 905 910 915 890 895 900 905 910 915 1+00.00 1+28.94 1+50.00 2+50.00 2+63.43 2+99.45901.18901.452+00901.51901.79900.52901.333+00 134 LF OF 15" RCP @ 0.40%STORM STR 611 (48" DIA. MH)WITH R-3010INV(S):895.27 (12" RCP)INV(W):894.94 (15" RCP)INV(NE):895.06 (15" RCP)RIM:900.4719 LF OF 15" RCP @ 0.65% STORM STR 672 (ex. beehive inlet)WITH ex. beehiveINV(E):894.82 (15" RCP)INV(SW):894.59 (15" RCP)RIM:898.50STORM STR 612 (48" DIA. MH)WITH R-3010INV(NE):895.60 (12" RCP)INV(SW):895.60 (15" RCP)INV(SE):896.71 (15" RCP)RIM:901.01STORM STR 631 (2'x2' BOX)WITH R-4342INV(SW):895.69 (12" RCP)INV(N):897.05 (6" HDPE)INV(S):896.76 (6" HDPE)RIM:899.3528 LF OF 12" RCP @ 0.32% PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C402 STORM PLAN & PROFILE 1. REV PER CARMEL TAC 2/11/2021 2. REV STRM SYSTEM 2/24/2021 3. ISSUED FOR BID 2/26/2021 4.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. 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. EXISTING RIGHT-OF-WAY NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THE PROJECT LIMITS SHALL BE PRIVATELY OWNED AND MAINTAINED BY OWNER. STORM SEWER SYSTEM NOTE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. EXISTING CONDITIONS NOTE 00 30' 60' SCALE: 1" = 30' N LEGEND: FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL (REFERENCE THE CITY OF CARMEL STANDARD DRAWING 10-32) STORM STRUCTURE ID 6XX 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 STORM SEWER SYSTEM NOTE 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 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 EXPLANATION 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. 05/10/21 PROPOSEDMULTI-TENANTBUILDING1-STORY, 11,000 GSF//// ////////////////////////////////// /////////////////////////////////////////////////// ///DO NO T ENTERSTOP 60' BSL 60' F.S.L.30 ' BSL & GREE NBELT PROPOSEDBUILDING1-STORY, 2,000 GSFBENNETT PARKWAY(VAR. R/W)615 614 612 6' 'SSL6''SSLSMETERGAS METER G GGAS METERG GGAS METERG GGAS METERG2' 'W 2' 'W 2' 'WUGE631 UDUDUD// //////////////// /// / //// /////////// ////////// /////// /////////////////////// /////////////////// ////////////// //////// /////////DRIVETHRUONLYSTOPUGES 16°15'44" E 744.76'L2L1L3L5L4L6SIGN EASEMENTL1 S 16°15'44" EL2 S 73°44'45" WL3 S 16°15'15" EL4 S 73°44'45" WL5 N 16°15'15" WL6 N 73°44'45" ES73°44'40"W 180.26'N61°15'15"W 23.41' N16°15'44"W 436.40 'FFE:903.10FFE:903.1010 8 LF OF 1 2 " R C P @ 0.40% 127 LF OF 15" RCP @ 0.35% 1 3 4 LF OF 15 " RCP @ 0 . 4 0% 28 LF OF 12" RCP @ 0.32% PROFILE: PR STORM: 615 TO 612 890 895 900 905 910 915 890 895 900 905 910 915 1+00.00 1+50.00 2+18.00 2+50.00 3+50.00 3+53.00 901.91901.632+00901.69901.41902.40901.653+00900.54901.92899.74900.93STORM STR 612 (48" DIA. MH)WITH R-3010INV(NE):895.60 (12" RCP)INV(SW):895.60 (15" RCP)INV(SE):896.71 (15" RCP)RIM:901.01127 LF OF 15" RCP @ 0.35%STORM STR 614 (2'x2' BOX)WITH R-3286-8VINV(S):897.57 (12" RCP)INV(NW):897.15 (15" RCP)RIM:901.13108 LF OF 12" RCP @ 0.40%STORM STR 615 (2'x2' BOX)WITH R-3286-8VINV(N):898.00 (12" RCP)RIM:901.28STA: 1+21.5 TOP OF 6" SAN. LATERAL: 897.67± CONCRETE CRADLE REQ'D / /// ////////////////////////////////////////////// ////////////DO NOT ENTERPROPOSEDBUILDING1-STORY, 2,000 GSFDUMPSTERENCLOSUREREDD ROAD(60' R/W)REDD ROAD (50' R/W) BOONE COUNTY HAMILTON COUNTY 622 621 611 672 GAS METERG G G GAS METERGGGGGGGG2' 'W 2' 'W 2' 'W1-1/2' 'WUGEUGEUGEUGEUDUDUD UD///// /// ///////// ///// // ////DRIVETHRUONLYDRIVETHRUONLYCTL=12 3. 34 ',R=300.00 ',D=23 d33 '23"58.07' L:133.62 R:325.00' Δ:23°33'23"S26°1 5' 1 7 " E 52.77' S0°30'47"E 12.04'S26°1 5' 1 5 " E 94.22' L:43.64 R:25.00' Δ:99°59'23"40"W 180.26'45 LF OF 12" RCP @ 0.36% 65 LF OF 12" RCP @ 0.46% 19 LF OF 15" RCP @ 0.65% 1 3 4 LF OF 15 " RCP @ 0 . 4 0% PROFILE: PR STORM: 622 TO 611 890 895 900 905 910 915 890 895 900 905 910 915 1+00.00 1+50.00 1+54.70 2+29.37898.65899.32 2+00898.95900.8165 LF OF 12" RCP @ 0.46%STORM STR 621 (2'x2' BOX)WITH R-3286-8VINV(SE):895.67 (12" RCP)INV(N):895.57 (12" RCP)RIM:899.3145 LF OF 12" RCP @ 0.36%STORM STR 622 (2'x2' BOX)WITH R-3286-8VINV(NW):895.83 (12" RCP) RIM:899.45STORM STR 611 (48" DIA. MH)WITH R-3010INV(S):895.27 (12" RCP)INV(W):894.94 (15" RCP)INV(NE):895.06 (15" RCP)RIM:900.47PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C403 STORM PLAN & PROFILE 1. REV PER CARMEL TAC 2/11/2021 2. REV STRM SYSTEM 2/24/2021 3. ISSUED FOR BID 2/26/2021 4.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30'N"IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. 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. EXISTING RIGHT-OF-WAY NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THE PROJECT LIMITS SHALL BE PRIVATELY OWNED AND MAINTAINED BY OWNER. STORM SEWER SYSTEM NOTE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. EXISTING CONDITIONS NOTE 00 30' 60' SCALE: 1" = 30' NLEGEND: FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL (REFERENCE THE CITY OF CARMEL STANDARD DRAWING 10-32) STORM STRUCTURE ID 6XX 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 STORM SEWER SYSTEM NOTE 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 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 EXPLANATION 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. 05/10/21 654.27'55.02' N 00°37'13" W N 73°44 ' 4 5 " E 131.23' Domain Zionsville, LLC INSTRUMENT No. 2011-9711 Church LC-MS, INC INSTRUMENT No. 1995-50146 Advent Evangelical Lutheran BENNETT TECH. PARK LOT 3, P.B. 21, PAGE 11 BLOCK A BENNETT TECHNOLOGY PARK N 00° 30'47" W - 306.35'L =12 3.3 4' ,R=300 .00',D=2 3 d33'23"58.07'BLOCK A INSTRUMENT No. 2017003738 87,105 sq.ft., 2.000 Ac. +/- INSTR. 201100008813 (BOONE CO.) 0.074 Ac. +/-SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SFSF SF SF SFSFSF SF SF SF SF SF SF SFCL SF CL SF CL SF CLSF CE IP IP IP PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C501 INITIAL CONTROLS SWPPP 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 3.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. PRIOR TO CLEARING AND GRADING AFTER FINISH GRADING AFTER ROUGH GRADING ALONG WITH ROUGH GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER EACH INLET IS PLACED AFTER FINISH GRADING AFTER FINISH GRADING AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED INSTALLATION SEQUENCEMAINTENANCE N/A N/A N/A UNITS FINISHED AS NEEDED WATER AS NEEDED WATER AS NEEDED WATER AS NEEDED REMOVAL OF SILT FENCE REMOVAL OF INLET PROTECTION REMOVAL OF STRAW BALES SEED, SOD & LANDSCAPE AROUND INLET PROTECTION STRAW BALES EROSION CONTROL MATTING PERMANENT SEEDING TEMPORARY SEEDING TEMPORARY DIVERSIONS STONE ENTRANCE SILT FENCE EXISTING INLET PROTECTION TREE PROTECTION EROSION CONTROL MEASURE WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL SCHEDULE - SEE CHART FOR MAINTENANCE REQUIREMENTS* * EROSION CONTROL SEQUENCE 1. Contractor shall schedule a Pre-Construction Meeting with the CITY OF CARMEL Stormwater Management Dept.) 317-873-4544 2. The following erosion control measures shall be in place prior to any land disturbing activities: 2.1. Create a stabilized construction entrance 2.2. Install Temporary Inlet Protection Measures on existing storm inlets. 2.3. Install Temporary Silt Fence and/or Silt Sock Protection as shown on approved plans 2.4. Install Temporary Concrete Washout 3. Contractor shall contact the CITY OF CARMEL for an initial Erosion Control Inspection to obtain full sign off on the Improvement Location Permit prior to earthwork activities. 4. Once land disturbing activities begin, the following practices shall be provided: 4.1. The Trained Individual shall make weekly site inspections and after every rainfall event of 0.5 inches and greater. 4.2. Positive drainage shall be maintained at all times. Contractor shall ensure the downstream drainage system and adjacent properties are not receiving sediment/debris laden runoff. If additional measures are necessary to protect adjacent properties or the downstream drainage system, the Contractor shall notify the Engineer and implement the necessary measures immediately. 4.3. Once earth disturbing activities begin, the adjacent roadways, adjacent drives and parking lots shall be continuously monitored for sediment tracking. If sediment is found, immediate action is required to clean the offsite areas and the current erosion control practices will need to be inspected and modified accordingly to prevent any further sediment from leaving the project site. 4.4. Once the new storm structures/pipes are is in place, the appropriate type of inlet protection measures shall be placed. 4.5. Continued monitoring of all exposed areas shall be performed in order to verify the surrounding areas are not becoming sediment laden from construction activities onsite. 4.6. As the construction occurs, disturbed areas shall be stabilized as soon as they are at finished grade or will be left bare for more than 15 days. 4.7. Provide final grade stabilization upon final grading of all areas including erosion control blanketing, seeding and sodding as appropriate. 4.8. Storm sewers that become silted due to construction activities shall be cleaned with a jet vacuum and the material properly disposed of. 5. Construction Phase BMP's shall remain in place and continue to be inspected until the entire site has reached the minimum vegetative cover, 70% established. 6. Upon the site reaching the required minimum established vegetative cover, the IDEM Rule 5 Notice of Termination shall be submitted to the MS4 Department for approval prior to submitting it to IDEM. THE INDIANA STORM WATER QUALITY MANUAL & CITY OF CARMEL STANDARDS SHALL BE USED IN CONJUNCTION WITH THIS SET OF EROSION CONTROL PLANS. TOTAL SITE AREA = 2.07 ACRES DISTURBED AREA = 1.7 ACRES EROSION CONTROL NOTES: 1. All proposed erosion and sediment control shall be in conformance with CITY OF CARMEL Standards. Discrepancies between the plans and the Manual shall not alleviate the contractor from adhering to the requirements as set forth in the Manual. 2. All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field Office Technical Guide". 3. The CITY STORMWATER DEPARTMENT has the right to require additional erosion control measures in the field as conditions warrant. 4. Additional erosion and sediment control measures may be required by the inspector. 5. The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No substitutions shall be permitted. 6. Copies of the letter of intent and response from CITY OF CARMEL office for Rule 5 compliance, when required. 7. There shall be no dirt, debris, or storage of materials in the street. 8. All erosion control materials shall be approved by CITY OF CARMEL prior to installation. 9. No soil will be removed or disposed of from the grading site. KEY NOTES: IP DROP INLET PROTECTION CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING TS TEMPORARY SEEDING EB EROSION CONTROL BLANKET WITH PERMANENT SEEDING SS SOIL STOCKPILE SF SILT FENCE CL CONSTRUCTION LIMITS CW CONCRETE WASHOUT SUB ASPHALT PAVEMENT SUBBASE XX SF1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (MICHIGAN ROAD & 98TH ST.) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 GENERAL NOTES EROSION CONTROL NOTES ALL STORMWATER DRAINAGE CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO WATERWAY" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY BALDWIN CAPITAL. STORM SEWER SYSTEM NOTE DO NO USE FERTILIZER CONTAINING PHOSPHOROUS (12-12-12) UNLESS SOIL TESTS INDICATE A PHOSPHOROUS DEFICIENCY FERTILIZER NOTE WHERE REQUIRED, CRIMPED/ANCHORED MULCH OR MULCH WITH A TACKING AGENT SHALL BE USED. THE APPLICATION RATE SHOULD MEET GUIDLINES PER PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. MULCH NOTE INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. SEEDING NOTE 05/10/21 105 PROPOSED MULTI-TENANT BUILDING 1-STORY, 11,000 GSF DO NOT ENTER DUMPSTER ENCLOSURE////////////////////////////////////////////////// /// /////////// ///// // ///////////////////////////// ////DO NOTENTERDO NOT ENTER DO NOTENTERSTOP STOP60 ' BSL 60' F.S.L.15' BS L 30' BSL & GREENBELTPROPO S E D BUILDI NG 1-STOR Y , 2 ,000 GSFDUMPSTERENCLOSURE MICHIGAN ROAD (US 421)BENNET T P A R K W A Y (VAR. R/W)REDD ROAD(60' R/W)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTYE 15' D. & U.E.602 601 622 621 611 672 615 614 612 631 UD U D UD UDUD UDUD//// ///////// /// /////////////////// // ///// /// //////////////// ///// / ////////// // // //// ///// ///// /////////////// ///////////// ///////// ///// /////////////// ///// ///// ///// ///// ///// //// ////// /// // /////////// ////DRIVETHRUONLYDRIVETHRUONLYCTSTOPSTOP 654.27' 55.02' N 00°37'13" W N 73°44'4 5 " E 131.23' N 25°44'45" E 23.39' Domain Zionsville, LLC INSTRUMENT No. 2011-9711 Church LC-MS, INC INSTRUMENT No. 1995-50146 Advent Evangelical Lutheran BENNETT TECH. PARK LOT 3, P.B. 21, PAGE 11 BLOCK A BENNETT TECHNOLOGY PARK N 00° 30'47" W - 306.35' L=1 2 3 . 34', R=300.00 ',D= 23d3 3'23"58.07'BLOCK A INSTRUMENT No. 2017003738 87,105 sq.ft., 2.000 Ac. +/- INSTR. 201100008813 (BOONE CO.) 0.074 Ac. +/-SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SFSF SF SFSFSF SF SF SF SF SF SF SFIP IP IP IP IP IP IP IP CL SF CL SF CL SF CLSF CE SUB SUB SUB IP IP EB EB IP IP IP CW SUB PROTECT EX. TREES. REF. L101 FOR TREE PRESERVATION MEASURES. PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C502 MASS GRADING & CONSTRUCTION SWPPP 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 3. REV. PER CARMEL CMMTS 3/9/2021 4.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (MICHIGAN ROAD & 98TH ST.) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 GENERAL NOTES EROSION CONTROL NOTES ALL STORMWATER DRAINAGE CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO WATERWAY" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY BALDWIN CAPITAL. STORM SEWER SYSTEM NOTE DO NO USE FERTILIZER CONTAINING PHOSPHOROUS (12-12-12) UNLESS SOIL TESTS INDICATE A PHOSPHOROUS DEFICIENCY FERTILIZER NOTE WHERE REQUIRED, CRIMPED/ANCHORED MULCH OR MULCH WITH A TACKING AGENT SHALL BE USED. THE APPLICATION RATE SHOULD MEET GUIDLINES PER PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. MULCH NOTE INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. SEEDING NOTE KEY NOTES: IP DROP INLET PROTECTION CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING TS TEMPORARY SEEDING EB EROSION CONTROL BLANKET WITH PERMANENT SEEDING SS SOIL STOCKPILE SF SILT FENCE CL CONSTRUCTION LIMITS CW CONCRETE WASHOUT SUB ASPHALT PAVEMENT SUBBASE XX SF 05/10/21 PROPOSED MULTI-TENANT BUILDING 1-STORY, 11,000 GSF DO NOT ENTER DUMPSTER ENCLOSURE///////////////////////////////////////////////////// /////////////// /// /////////////////////////////////DO NOTENTERDO NOT ENT E R D O NOTENTERSTOPSTOP60 ' BSL 60' F.S.L.15' BSL 30' BSL & GREENBELTPROPO S E D BUILDIN G 1-STOR Y , 2,000 G S FDUMPSTERENCLOSURE MICHIGAN ROAD (US 421)BENNET T P A R K W A Y (VAR. R/W)REDD ROAD(60' R/W)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTY9,522 GSF 81' E 15' D. & U.E.UD U D UD UDUDUD UD/ ///// ///// / / // ////// // ///////// //// //// // //////////////////// ///////// ///// /// //////////////////////////////////////////////////// ////////// / ////////// //// //// ///// ///// ///// ///// // ///////// //// //////// ////DRIVETHRUONLYDRIVETHRUONLYCTSTOPSTOPN 00°30'47" W 654.27'55.02' N 00°37'13" W N 73°44 ' 4 5 " E 131.23' N 25°44'45" E 23.39' Domain Zionsville, LLC INSTRUMENT No. 2011-9711 Church LC-MS, INC INSTRUMENT No. 1995-50146 Advent Evangelical Lutheran BENNETT TECH. PARK LOT 3, P.B. 21, PAGE 11 BLOCK A BENNETT TECHNOLOGY PARK N 00° 30'47" W - 306.35' L=12 3.3 4', R=300.00 ',D=23 d33'23"58.07'56,628 sq.ft. LOT 1 BLOCK A INSTRUMENT No. 2017003738 87,105 sq.ft., 2.000 Ac. +/- INSTR. 201100008813 (BOONE CO.) 0.074 Ac. +/- CL CL CL CL PS PS FOR POST-CONSTRUCTION EROSION TREATMENTS SEE SHEET L101 FOR POST-CONSTRUCTION EROSION TREATMENTS SEE SHEET L101 IP IP IP PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C503 POST CONSTRUCTION SWPPP 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 3. REV. PER CARMEL CMMTS 3/9/2021 4.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (MICHIGAN ROAD & 98TH ST.) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 GENERAL NOTES EROSION CONTROL NOTES ALL STORMWATER DRAINAGE CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO WATERWAY" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY BALDWIN CAPITAL. STORM SEWER SYSTEM NOTE DO NO USE FERTILIZER CONTAINING PHOSPHOROUS (12-12-12) UNLESS SOIL TESTS INDICATE A PHOSPHOROUS DEFICIENCY FERTILIZER NOTE WHERE REQUIRED, CRIMPED/ANCHORED MULCH OR MULCH WITH A TACKING AGENT SHALL BE USED. THE APPLICATION RATE SHOULD MEET GUIDLINES PER PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. MULCH NOTE INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. SEEDING NOTE KEY NOTES: IP DROP INLET PROTECTION CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING TS TEMPORARY SEEDING EB EROSION CONTROL BLANKET WITH PERMANENT SEEDING SS SOIL STOCKPILE SF SILT FENCE CL CONSTRUCTION LIMITS CW CONCRETE WASHOUT SUB ASPHALT PAVEMENT SUBBASE XX SF 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C504 SWPPP NARRATIVE 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 3.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF KG "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. SWPPP FOR CONSTRUCTION SITES: 1. HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201020080 2. IDENTIFICATION OF ALL RECEIVING WATERS - EAGLE CREEK 3. DISCHARGE POST CONSTRUCTION, 10 YEAR PROPOSED - 11.8 CFS 4. SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - ONSITE STORM SEWER NETWORKS CONNECT TO TWO EXISTING BEEHIVE INLETS ALONG THE EAST SIDE OF REDD ROAD, LABELED AS STR 672 (APPROX. 100' SOUTH OF BENNETT PARKWAY) AND STR 105 (APPROX. 425' SOUTH OF BENNETT PARKWAY) 5. SOILS MAP: SEE THIS SHEET FOR SOILS AND DESCRIPTIONS 6. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING. 7. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES: 7.a. LOCATION. SEE SHEETS C501-C503 7.b. DIMENSIONS. SEE SHEETS C501-C503 7.c. DETAILED SPECIFICATIONS. SEE SHEETS C101 AND C501-C504 7.d. CONSTRUCTION DETAILS. SEE SHEETS C801-C805 AND CITY OF CARMEL GENERAL CONSTRUCTION DETAILS 7.e. MONITORING & MAINTENANCE GUIDELINES BMP OWNER MUST ROUTINELY INSPECT THE EXISTING AQUASWIRL AS-8 AND DOWNSTREAM STORMWATER DETENTION POND TO VERIFY ALL COMPONENTS ARE FUNCTIONING AS DESIGNED AND ARE NOT IN DANGER OF FAILING. ALL BMPS NEED MAINTENANCE TO FUNCTION AS WATER QUALITY AND QUANTITY ENHANCEMENTS. SEDIMENT THAT COLLECTS IN THE BMP SHALL BE REMOVED WHEN THE SEDIMENT ADVERSELY AFFECTS THE ABILITY OF THE BMP TO PERFORM AS A WATER QUALITY CONTROL DEVICE 1. DEBRIS CLEANOUT (INSPECT MONTHLY) 1.1. AQUASWIRL AS-8 - SEE BMP O&M MANUAL FOR DETAILED REQUIREMENTS. 2. VEGETATION (INSPECT MONTHLY) 2.1. PLANT HEIGHT SHALL BE MAINTAINED BETWEEN 3-6 INCHES IN HEIGHT,NO EVIDENCE OF EROSION 3. DRAINAGE FUNCTION (INSPECT MONTHLY OR AFTER RAINS IN EXCESS OF 0.5 INCHES) 3.1. INSPECT STORM SEWER INLETS FOR CLOGGED GRATES, REMOVE DEBRIS AS APPROPRIATE 3.2. INSPECT STORM SEWER PIPING TO VERIFY FREE FLOW, REMOVE DEBRIS AS APPORPRIATE 4. GENERAL CONSTRUCTION SEQUENCE: a. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL STORMWATER MANAGEMENT DEPT. 317-571-2441 b. THE FOLLOWING EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITIES: b.a. CREATE A STABILIZED CONSTRUCTION ENTRANCE b.b. INSTALL TEMPORARY INLET PROTECTION MEASURES ON EXISTING STORM INLETS. b.c. INSTALL TEMPORARY SILT FENCE AND/OR SILT SOCK PROTECTION AS SHOWN ON APPROVED PLANS b.d. INSTALL TEMPORARY CONCRETE WASHOUT c. CONTRACTOR SHALL CONTACT THE CITY OF CARMEL FOR AN INITIAL EROSION CONTROL INSPECTION TO OBTAIN FULL SIGN OFF ON THE IMPROVEMENT LOCATION PERMIT PRIOR TO EARTHWORK ACTIVITIES. d. ONCE LAND DISTURBING ACTIVITIES BEGIN, THE FOLLOWING PRACTICES SHALL BE PROVIDED: d.a. THE TRAINED INDIVIDUAL SHALL MAKE WEEKLY SITE INSPECTIONS AND AFTER EVERY RAINFALL EVENT OF 0.5 INCHES AND GREATER. d.b. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL ENSURE THE DOWNSTREAM DRAINAGE SYSTEM AND ADJACENT PROPERTIES ARE NOT RECEIVING SEDIMENT/DEBRIS LADEN RUNOFF. IF ADDITIONAL MEASURES ARE NECESSARY TO PROTECT ADJACENT PROPERTIES OR THE DOWNSTREAM DRAINAGE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND IMPLEMENT THE NECESSARY MEASURES IMMEDIATELY. d.c. ONCE EARTH DISTURBING ACTIVITIES BEGIN, THE ADJACENT ROADWAYS, ADJACENT DRIVES AND PARKING LOTS SHALL BE CONTINUOUSLY MONITORED FOR SEDIMENT TRACKING. IF SEDIMENT IS FOUND, IMMEDIATE ACTION IS REQUIRED TO CLEAN THE OFFSITE AREAS AND THE CURRENT EROSION CONTROL PRACTICES WILL NEED TO BE INSPECTED AND MODIFIED ACCORDINGLY TO PREVENT ANY FURTHER SEDIMENT FROM LEAVING THE PROJECT SITE. e. ONCE THE NEW STORM STRUCTURES/PIPES ARE IS IN PLACE, THE APPROPRIATE TYPE OF INLET PROTECTION MEASURES SHALL BE PLACED. f. CONTINUED MONITORING OF ALL EXPOSED AREAS SHALL BE PERFORMED IN ORDER TO VERIFY THE SURROUNDING AREAS ARE NOT BECOMING SEDIMENT LADEN FROM CONSTRUCTION ACTIVITIES ONSITE. g. AS THE CONSTRUCTION OCCURS, DISTURBED AREAS SHALL BE STABILIZED AS SOON AS THEY ARE AT FINISHED GRADE OR WILL BE LEFT BARE FOR MORE THAN 15 DAYS. h. PROVIDE FINAL GRADE STABILIZATION UPON FINAL GRADING OF ALL AREAS INCLUDING EROSION CONTROL BLANKETING, SEEDING AND SODDING AS APPROPRIATE. i. STORM SEWERS THAT BECOME SILTED DUE TO CONSTRUCTION ACTIVITIES SHALL BE CLEANED WITH A JET VACUUM AND THE MATERIAL PROPERLY DISPOSED OF. j. CONSTRUCTION PHASE BMP'S SHALL REMAIN IN PLACE AND CONTINUE TO BE INSPECTED UNTIL THE ENTIRE SITE HAS REACHED THE MINIMUM VEGETATIVE COVER, 70% ESTABLISHED. k. UPON THE SITE REACHING THE REQUIRED MINIMUM ESTABLISHED VEGETATIVE COVER, THE IDEM RULE 5 NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE MS4 DEPARTMENT FOR APPROVAL PRIOR TO SUBMITTING IT TO IDEM. 10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS : NO SOIL STOCKPILES ARE ANTICIPATED WITH THIS PROJECT. THERE ARE NO OFFSITE EARTHWORK ACTIVITIES ANTICIPATED WITH THIS PROJECT. 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON TEMPORARY SEEDING WILL BE USED AS TEMPORARY SURFACE SABILIZATION MEASURES IF AREAS ARE TO BE LEFT IDLE FOR MORE THAN 15 DAYS. SEE SHEETS C501-C503. PERMANENT SEEDING, TREES, AND SHRUBS WILL BE USED AS PERMANENT SURFACE STABILIZATION MEASURES. THE DETAILS AND SPECIFICATIONS FOR EACH STATED MEASURE ARE ON SHEETS C503 AND L101. 12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS - NOT APPLICABLE TO THIS PROJECT. 13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN THE INTENTION OF THIS SPILL PREVENTION, CONTROL AND COUNTERMEASURES (SPCC) IS TO ESTABLISH THE PROCEDURES AND EQUIPMENT REQUIRED TO PREVENT THE DISCHARGE OF OIL AND HAZARDOUS SUBSTANCES IN QUANTITIES THAT VIOLATE APPLICABLE WATER QUALITY STANDARDS, CAUSE A SHEEN UPON OR DISCOLORATION OF THE SURFACE OF NAVIGABLE WATERS OR ADJOINING SHORELINES, OR CAUSE SLUDGE OR EMULSION TO BE DEPOSITED BENEATH THE SURFACE OF THE WATER OR ADJOINING SHORELINES. THE PLAN ALSO ESTABLISHES THE ACTIVITIES REQUIRED TO MITIGATE SUCH DISCHARGES (I.E., COUNTERMEASURES) SHOULD THEY OCCUR. DEFINITIONS: POLLUTANT: MEANS POLLUTANT OF ANY KIND OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT, CLEANING AGENTS, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, OIL REFUSE, AND OIL MIXED WITH WASTES OTHER THAN DREDGED SOIL. DISCHARGE: INCLUDES BUT IS NOT LIMITED TO, ANY SPILLING, LEAKING, PUMPING, POURING, EMITTING, EMPTYING, OR DUMPING. NAVIGABLE WATERS: MEANS ALL WATERS OF THE UNITES STATES THAT ARE CONNECTED WITH A NAVIGABLE STREAM, LAKE, OR SEA. [NOTE: THIS DEFINITION IS USUALLY INTERPRETED TO MEAN ANY WASTEWATER(EVEN NORMALLY DRY WASH OR STORM SEWER) THAT EVENTUALLY DRAINS INTO A NAVIGABLE STREAM]. PLAN REVIEW AND AMENDMENTS: THIS PLAN SHALL BE REVIEWED AND/OR AMENDED, IF NECESSARY, WHENEVER THERE IS A CHANGE IN THE DESIGN OF THE SITE, CONSTRUCTION, OPERATION, OR MAINTENANCE WHICH MATERIALLY AFFECTS THE SITES' POTENTIAL FOR THE DISCHARGE OF REGULATED MATERIAL. PREDICTION OF POTENTIAL SPILLS: 1. NEAREST NAVIGABLE WATER: WHITE RIVER 2. POSSIBLE SPILL SOURCES (DURING AND POST CONSTRUCTION): VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, GREASE, ANTIFREEZE; CONSTRUCTION TRASH AND DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH AND DEBRIS, FERTILIZERS, HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING AGENTS, CHEMICALS, PAINT, HERBICIDES AND PESTICIDES. 3. GROUNDWATER CONTAMINATION: THIS FACILITY MAINTAINS NO ABOVE GROUND OR UNDER GROUND STORAGE TANKS. THEREFORE, IT IS FELT THAT THERE IS LITTLE OR NO POSSIBILITY OF POST CONSTRUCTION GROUNDWATER CONTAMINATION. ALERT PROCEDURES FOR SPILLS: 1. ANY PERSONNEL OBSERVING A SPILL WILL IMMEDIATELY INSTIGATE THE FOLLOWING PROCEDURE: a.) DIALING "0" FROM ANY TELEPHONE. b.) NOTIFY THE APPROPRIATE EMERGENCY PERSONNEL. 2. THE EMERGENCY COORDINATOR WILL THEN TAKE THE FOLLOWING ACTIONS: a.) BARRICADE THE AREA ALLOWING NO VEHICLES TO ENTER OR LEAVE THE SPILL ZONE. b.) NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE BY CALLING THE APPROPRIATE TELEPHONE NUMBER: OFFICE: 317-233-7745 TOLL FREE: 800-233-7745 ALSO THE NATIONAL RESPONSE CENTER AT 800-424-8802 AND PROVIDE THE FOLLOWING INSTRUCTIONS: - TIME OF OBSERVATION OF THE SPILL - LOCATION OF THE SPILL - IDENTITY OF MATERIAL SPILLED - PROBABLE SOURCE OF THE SPILL - PROBABLE TIME OF THE SPILL - VOLUME OF THE SPILL AND DURATION - PRESENT AND ANTICIPATED MOVEMENT OF THE SPILL - WEATHER CONDITIONS - PERSONNEL AT THE SCENE - ACTION INITIATED BY PERSONNEL c.) NOTIFY THE CARMEL FIRE DEPARTMENT PHONE: 9-1-1 d.) NOTIFY THE HAMILTON COUNTY SWCD OFFICE (317) 773-2181 e.) NOTIFY THE MS4 DEPARTMENT OF CARMEL STORMWATER DEPARTMENT (317) 571-2411 f.) NOTIFY THE CARMEL POLICE DEPARTMENT PHONE: 9-1-1 g.) NOTIFY WASTE RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL OR OTHER CONTRACTUAL PERSONNEL AS NECESSARY FOR CLEANUP. h.) COORDINATE AND MONITOR CLEANUP UNTIL THE SITUATION HAS BEEN STABILIZED AND ALL SPILLS HAVE BEEN ELIMINATED. i.) COOPERATE WITH THE IDEM-OER OR PROCEDURES AND REPORTS INVOLVED WITH THE EVENT. CLEANUP PARAMETERS: 1. THE OWNER SHALL BE CONTINUALLY KEPT INFORMED, MAINTAIN LISTS OF QUALIFIED CONTRACTORS AND AVAILABLE VAC-TRUCKS, TANK PUMPERS AND OTHER EQUIPMENT READILY ACCESSIBLE FOR CLEAN UP OPERATIONS. IN ADDITION, A CONTINUALLY UPDATED LIST OF AVAILABLE ABSORBENT MATERIALS AND CLEAN-UP SUPPLIES SHOULD BE KEPT ON SITE. 2. ALL MAINTENANCE PERSONNEL WILL BE MADE AWARE OF TECHNIQUES FOR PREVENTION OF SPILLS. THEY WILL BE INFORMED OF THE REQUIREMENTS AND PROCEDURES OUTLINED IN THIS PLAN. THEY WILL BE KEPT ABREAST OF CURRENT DEVELOPMENTS OR NEW INFORMATION ON THE PREVENTION OF SPILLS AND / OR NECESSARY ALTERATIONS TO THIS PLAN. 3. WHEN SPILLS OCCUR WHICH COULD ENDANGER HUMAN LIFE AND THIS BECOMES PRIMARY CONCERN, THE DISCHARGE OF THE LIFE SAVING PROTECTION FUNCTION WILL BE CARRIED OUT BY THE LOCAL POLICE AND FIRE DEPARTMENTS. 4. ABSORBENT MATERIALS, WHICH ARE USED IN CLEANING UP SPILLED MATERIALS, WILL BE DISPOSED OF IN A MANNER SUBJECT TO THE APPROVAL OF THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 5. FLUSHING OF SPILLED MATERIAL WITH WATER WILL NOT BE PERMITTED UNLESS SO AUTHORIZED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. DETAIL OF A DEWATERING BAG DANDY DEWATERING BAG SEWN IN SPOUT PUMP DISCHARGE HOSE TIE DOWN STRAP WATER PUMP FLOW DANDY DEWATERING BAG FILTERED WATER SIDE VIEWAGGREGATE OR STRAW UNDERLAY (FOR ADDED FLOW) 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE a. NAME JOE FARR, JDF DEVELOPMENT b. ADDRESS 11710 PEBBLEPOINT PASS, CARMEL, INDIANA 46033 c. TELEPHONE NUMBER 317-509-7388 d. EMAIL JFARR@JDFDEVELOPMENT.COM e. LIST OF QUALIFICATIONS DEVELOPER 15. REVISION RECORD REV. DATE DESCRIPTION DES. BY APP. BY SWPPP FOR POST-CONSTRUCTION 1. POTENTIAL LANDUSE POLLUTANTS POLLUTANT: MEANS POLLUTANT OF ANY KIND OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT, CLEANING AGENTS, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, OIL REFUSE, AND OIL MIXED WITH WASTES OTHER THAN DREDGED SOIL. VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, GREASE, ANTIFREEZE; CONSTRUCTION TRASH AND DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH AND DEBRIS, FERTILIZERS, HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING AGENTS, CHEMICALS, PAINT, HERBICIDES, AND PESTICIDES. GROUNDWATER CONTAMINATION: THIS FACILITY MAINTAINS NO ABOVE GROUND OR UNDER GROUND STORAGE TANKS. THEREFORE, IT IS FELT THAT THERE IS LITTLE OR NO POSSIBILITY OF POST CONSTRUCTION GROUNDWATER CONTAMINATION. 2. POST CONSTRUCTION STORMWATER QUALITY MEASURES: A. LOCATION. SEE SHEETS C301,C401,C503, AND L101 B. DIMENSIONS. SEE SHEETS C301,C401 AND C503 C. SIZING CALCULATIONS: SEE DRAINAGE CALCULATIONS D. DETAILED SPECIFICATIONS: SEE SHEETS C101 AND C504 E. CONSTRUCTION DETAILS: SEE SHEETS C801-C805 1. AQUASWIRL AS-8 - MECHANICAL STORMWATER BMP, LOCATED ALONG THE WEST SIDE OF REDD ROAD APPROXIMATELY 100 FEET SOUTH OF BENNETT PARKWAY. 2. STORMWATER DETENTION BASIN - LOCATED ON THE NORTH SIDE OF BENNETT PARKWAY APPROXIMATELY 500 FEET WEST OF THE SUBJECT SITE. 3. TEMPORARY,PERMANENT SEEDING, TREES AND SHRUBS 4. ON GOING MAINTENANCE BY THE OWNER TO INSURE THAT SEDIMENT, TRASH AND POLLUTANTS DO NOT LEAVE THE SITE. 5. SEE BMP OPERATIONS AND MAINTENANCE MANUAL (O&M MANUAL) FOR DETAILS RELATED TO POST CONSTRUCTION STORMWATER QUALITY MEASURES. 3. POST CONSTRUCTION STORMWATER QUALITY MEASURES: SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: 1. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE STORMWATER POLLUTION PREVENTION MEASURES MAINTENANCE REQUIREMENTS BEGINNING IMMEDIATELY AFTER INSTALLATION AND CONTINUING UNTIL VEGETATION HAS BEEN SUFFICIENTLY ESTABLISHED AND ALL CONSTRUCTION ACTIVITY IS COMPLETE. 2. REMOVE ALL SILT FENCES, ETC. ONLY AFTER SEEDING AND SUFFICIENT VEGETATIVE GROWTH HAS BEEN ESTABLISHED IN EACH AREA TO A POINT WHERE SEDIMENT/POLLUTANTS WILL NOT ENTER THE CREEK. 3. INSPECTION AND MAINTENANCE OF ALL AREAS IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ACCEPTED BY THE GOVERNING MS4 OFFICE. INSPECTION AND MAINTENANCE OF BMP'S SHALL FOLLOW TIME TABLES SET FORTH IN THE MAINTENANCE AND OPERATIONS MANUAL. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM & RIPARIAN HABITATS. THE PROPOSED, TURF, AND LANDSCAPE PLANT MATERIAL WILL GENERATE VERY LITTLE IF ANY POLLUTANTS THAT COULD CAUSE HARM TO STREAM OR RIPARIAN 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES: a. THE PROJECT INCLUDES THE CONSTRUCTION OF TWO NEW SINGLE-STORY COMMERCIAL/RETIAL BUILDINGS AS WELL AS ASSOCIATED PARKING, DRIVE AISLES, LOADING AREAS AND UTILITY SERVICE INFRASTRUCTURE. STORMWATER RUNOFF FROM THE DEVELOPED SITE WILL FOLLOW EXISTING DRAINAGE PATTERNS TO THE GREATEST EXTENT POSSIBLE. ALL PROPOSED ONSITE IMPERVIOUS SURFACES WILL DIRECT RUNOFF TO A DOWNSTREAM STORMWATER PIPE NETWORK, STORMWATER QUALITY AQUASWIRL AS-8 UNIT AND ULTIMATELY THE EXISTING STOMRWATER DETENTION POND TO THE NORTHWEST. THE PROPOSED DEVELOPMENT WILL LIMIT THE DISCHARGE TO THE EXISTING DOWNSTREAM PIPE NETWORK IN ACCORDANCE WITH THE APPROVED MASTER PLAN FOR THE SITE. SOME AREAS WILL BE SUBJECT TO DIRECT SHEET DRAIN RUNOFF BUT THOSE WILL BE LIMITED TO AREAS LESS THAN OR EQUAL TO THOSE CONTRIBUTING UNDER EXISTING CONDITIONS AND AREAS OF PERVIOUS SURFACE COVERAGE. AS REQUIRED BY SECTION 302.06(7) OF THE MANUAL, A SUMMARY OF PROPOSED RUNOFF/DISCHARGE IS PROVIDED HEREIN. b. OWNER OF BMP: JDF DEVELOPMENT 11710 PEBBLEPOINT PASS CARMEL, IN. 46033 c. BMP OWNER ASSUMES ALL OPERATIONAL AND MAINTENANCE COSTS FOR BMP. d. BMP OWNER SHALL GRANT ACCESS TO THE CITY OF CARMEL TO MAINTAIN THE BMP AS NEEDED. 6. PLEASE SEE THE O&M MANUAL FOR SPECIFICATIONS , DETAILS, AND INSPECTION REPORT REQUIREMENTS RELATED TO THIS PROJECT. THE URBAN LAND SERIES CONSISTS OF URBAN SOILS INCLUDING PAVED OR GRAVELED ROADS, PARKING LOTS, WALKWAYS, AND BUILDINGS. SUBJECT SOIL DOES NOT PRESENT ANY FORSEEABLE LIMITATIONS TO THE PROPOSED DEVELOPMENT. THE BROOKSTON SERIES CONSISTS OF VERY DEEP, POORLY DRAINED SOILS FORMED IN AS MUCH AS 51 CM (20 INCHES) OF SILTY MATERIAL AND THE UNDERLYING LOAMY TILL IN DEPRESSIONS ON TILL PLAINS AND MORAINES. SLOPE RANGES FROM 0 TO 3 PERCENT.PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE UNDERLYING MATERIAL. SUBJECT SOIL DOES NOT PRESENT ANY FORSEEABLE LIMITATIONS TO THE PROPOSED DEVELOPMENT. 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C505 EROSION CONTROL DETAILS 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 3.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF KG "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. SEASONAL SOIL PROTECTION CHART G B **F E C A */////I/////* *////I////* */////I/////* D */I/ B SILT FENCE SECTION STABLIZED CONSTRUCTION ENTRANCE kN (lbs) 1.78 (400) x 1.40 (315) % 15 x 15 kN (lbs) 0.67 (150) kPa (psi) 5506 (800) kN (lbs) 0.67 (150) x 0.73 (165) % 90 Mm (US Std Sieve) 0.425 (40) 2852 (70) Sec 0.90-1 22 kN (lbs) 1.62 (365) X 0.89 (200) % 24 X 10 kN (lbs) 0.40 (90) kPa (psi) 3097 (450) kN (lbs) 0.51 (115) X 0.33 (75) % 90 Mm (US Std Sieve) 0.425 (40) 5907 (145) Sec 2.1-1 22 REINFORCED CORNERS MANAGEABLE 2 FOOT CONTAINMENT AREA LIFT STRAPS OPTIONAL OVERFLOW PORTS DUMPING STRAPS STORM INLET CITY/STATE: PROJECT: DATE: DR. NO: DR. BY: DETAIL OF INLET SEDIMENT CONTROL DEVICE DANDY SACK Ô Ô Ô Grab Tensile Strength ASTM D 4632 Grab Tensile Elongation ASTM D 4632 Puncture Strength ASTM D 4833 Mullen Burst Strength ASTM D 3786 Trapezoid Tear Strength ASTM D 4533 UV Resistence ASTM D 4355 Apparent Opening Size ASTM D 4751 Flow Rate ASTM D 4491 1/min/m (gal/min/ft ) Permittivity ASTM D 4491 Ô Grab Tensile Strength ASTM D 4632 Grab Tensile Elongation ASTM D 4632 Puncture Strength ASTM D 4833 Mullen Burst Strength ASTM D 3786 Trapezoid Tear Strength ASTM D 4533 UV Resistence ASTM D 4355 Apparent Opening Size ASTM D 4751 Flow Rate ASTM D 4491 1/min/m (gal/min/ft ) Permittivity ASTM D 4491 Ô GRATE CONCRETE WASHOUT AREA A A SILT FENCE INLET PROTECTIONSF SFSF SFSF SFSF SF EROSION CONTROL BLANKET EROSION CONTROL BLANKETS 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. CURB JOINT DETAIL ADA PARKING STALLS NOTE: MAX. 2% SLOPE ANY DIRECTION 4" BLUE STRIPING SEE ADA PARKING SYMBOL DETAIL VAN ACCESSIBLE SPACE. SEE SITE PLANS FOR LOCATIONS NOTES: PARKING RESERVED VAN ACCESSIBLE 12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE "VAN ACCESSIBLE" SIGN ONLY NEEDED FOR VAN ACCESSIBLE SPACES WITH 8' AISLE PROVIDED. ALUMINUM METAL (SIGN) GREEN -ILLUMINATING (LETTERS) TYP. WHITE -ILLUMINATING TAP (BACKGROUND) BLUE -ILLUMINATING (SYMBOL BLOCK) GREEN -ILLUMINATING (BORDER) TYP. GREEN -ILLUMINATING (LETTERS) TYP. 1" RAD. ALL CORNERS ADA PARKING SIGN PARKING RESERVED METAL SIGN: BOLT TO CHANNEL PIPE GRADE 12" 36" CONCRETE ENCASEMENT 12" DIA "ADA" PARKING SYMBOL DETAIL ASPHALT/CONCRETE PAVEMENT JOINT DETAIL CONCRETE PAVEMENT 8" MIN. ASPHALT PAVEMENT 1 1 ASPHALT PAVEMENT (SEE PLAN) PROPOSED SUBGRADE PER PAVEMENT SECTION CONCRETE CURB TAPER DETAIL END OF TAPER 1 4" ABOVE FINISHED GRADE AT END/PAVEMENT FULL HEIGHT CURB PER PLAN 1 4 ASPHALT PAVEMENT (SEE PLAN) PROPOSED SUBGRADE PER PAVEMENT SECTION CURB BELOW GRADE TYPICAL PAVEMENT SECTION DETAILS CONCRETE PAVEMENT - TYPE 1 12" O.C. LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT 1-1/2" R PAVEMENT GRADE SLOPE: 1:50 (MAX.) SCORE 1/4" R CONCRETE CURB AND WALK COMPACTED SUBGRADE BUILDING OR 6' WIDE UNLESS NOTED OTHERWISE DOWEL SCHEDULE TYPE "A" TYPE "A" ALTERNATE TYPE "B" TYPE "E" TYPE "D" TYPE "C"D5' D+2"1"DD/2D/4 1/4"D D/21"1/4 D1 1/4"D D/2 D/4DD D/2 1/4 D D/2 1/4 DJOINT DETAILS FLARED CURB RAMP C801 GENERAL DETAILS 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 AF AF AF AF KG BICYCLE PARKING LAYOUT DETAILS NOTES: 1. TWO (2) BICYCLE PARKING RACKS REQUIRED. 2. RACKS SHALL BE BLACK THERMOPLASTIC POWDER COATED AND FIXED IN PLACE WITH EITHER ANCHOR BOLTS OR CAST INTO CONCRETE PER MANUFACTURERS RECOMMENDATION AND REQUIREMENTS. 3. CONCRETE PAD SHALL BE MINIMUM OF 72" X 84" AND MATCH THE SIDEWALK SECTION AND SPECIFICATIONS. PAVEMENT MARKINGS96"70.8"TYPICAL PIPE BOLLARD / GUARD POST DETAIL TRASH PAD (TYP) CONCRETE PAVEMENT - TYPE 2 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C802 GENERAL DETAILS 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 AF AF AF AF KG 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C803 CURB RAMP DETAILS 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 AF AF AF AF KG 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C804 SANITARY SERVICE DETAILS 1. REV PER CARMEL TAC 2/11/2021 2/26/2021 AF AF AF AF KG 2. ISSUED FOR BID 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. C805 STORMWATER & WATER SERVICE DETAILS 1. REV PER CARMEL TAC 2/11/2021 2/26/2021 AF AF AF AF KG 2. ISSUED FOR BID ADJUSTING RING DETAIL STORM BOX STRUCTURE STANDARD STORM MANHOLE RCP BEDDING SECTION < 5' FROM EDGE OF PAVEMENT 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. 1. The work required under this section includes all onsite exterior concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: · All drives, parking areas within contract limits · Curbs and gutters · Sidewalks, concrete slabs, exterior steps 2. See Carmel Right of Way Paving Policy for pavement within the Right of Way. B. MATERIALS 1. Concrete: Concrete shall be ready-mixed and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. The slump of machine placed concrete shall be no less than 1-1/4 inches or more than 3 inches. Standard test ASTM C-143 shall be used to measure slump. Minimum compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C-260. Re-tempering of delivered concrete shall not be permitted. Concrete shall be composed of: a. Portland cement: conforming to ASTM C-150, Type IA or type IIIA. b. Aggregates: conforming to ASTM C-33. c. Water: Shall be clear and free from injurious amounts of oils, acids, alkalics organic materials or other deleterious substances. 2. Pre-molded Joint Filler: Shall be non-extruding type meeting ASTM D-544, except that pre-molded joint filler used in concrete walk construction may be either non-extruding or resilient. 3. Bituminous Pavement Materials: All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation Standard Specifications, latest revisions. 4. Compacted Aggregate Sub-base: · If a certain type of aggregate is specified and labeled per the plans and/or details, than that aggregate shall meet and be in accordance with the INDOT Standard Specifications. · If the aggregate is not specified or labeled than it shall be crushed stone or gravel meeting the following requirements. Crushed gravel shall be a minimum of 35% crushed material. Fines shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, thinly laminated soft or disintegrated pieces, and shall be free from fragments coated with dirt. Compacted aggregate shall have a gradation as presented below. SIEVE SIZE % PASSING 1-1/2" 100 1" 80-100 3/4" 70-90 1/2" 55-80 #4 35-60 #8 25-50 #30 2-30 #200 5-10 C. APPLICATION 1. Grading: Do any necessary grading in addition to that performed in accordance with EARTHWORK Section, to bring sub-grades, after final compaction, to the required grades and sections for site improvement. 2. Preparation of Sub-grade: Remove spongy and otherwise unsuitable material and replace with stable material. No traffic shall be allowed on prepared sub-grade prior to paving. 3. Compaction of Sub-grade: Refer to Section 207 of the INDOT Standard Specification Manual. 4. Utility Structures: Check for correct elevation of all manhole covers, inlets, valve boxes and similar structures located within areas to be paved and mark, or have made any necessary adjustments to such structures. 5. Placing Concrete: a. Sub-grade: Place concrete only on a moist, compacted sub-grade of base free from loose material. No concrete shall be placed on a muddy or frozen subgrade. b. Forms: All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling when concrete is placed. Forms shall be clean and smooth immediately before concreting. c. Placing Concrete: Concrete shall be deposited so as to require as little handling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees (F) or less, the Indiana Department of Transportation Standard Specifications, latest revision shall be followed. 6. Concrete Curb and Gutter: a. Per Carmel Curbing Policy. 7. Concrete Walks and Exterior Steps: a. Slopes: Provide 1/4 inch per foot cross slope. Contractor shall make field adjustments in slopes at walk intersections as necessary to provide proper drainage. b. Dimensions: Walks and steps shall be one course construction and of widths and thickness shown on the drawings. c. Finish: Spread concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 6 foot spacing. Provide 1/2 inch expansion joints where sidewalks intersect and at a maximum spacing of 48 feet along walks. 8. Curing Concrete: Except as otherwise specified, cure all concrete by one of the methods described in the Indiana Department of Transportation Standard Specifications, latest revision. 9. Bituminous Pavement: Hot asphalt concrete pavement shall be as specified in the Indiana Department of Transportation Standard Specifications, latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees (F) or below and falling. 10. Compacted Aggregate Sub-base: The thickness shown on the drawings is the minimum thickness of the fully compacted sub-base: Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 95% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all places not accessible to the roller, the aggregate material shall be tamped with mechanical tampers. 1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CITY OF CARMEL CONSTRUCTION STANDARDS AND SPECIFICATIONS (STANDARDS) UNLESS SPECIFICALLY NOTED OTHERWISE. 2. INDIANA STATE DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, TO BE USED WITH THESE PLANS. (SUPPLEMENTAL SPECIFICATIONS) 3. IN THE EVENT THESE PLANS OR SUPPLEMENTAL SPECIFICATIONS ARE IN CONFLICT WITH SAID STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL BE USED. STORM SEWER SYSTEMS Storm construction procedures, materials, testing, details and specifications shall be in accordance with CITY OF CARMEL STORMWATER Standards. Please refer to these standards, specifications, and details for all storm sewer system construction. SANITARY SEWER SYSTEMS Sanitary construction procedures, materials, testing, details and specifications shall be in accordance with TRICO REGIONAL SEWER DISTRICT SANITARY STANDARDS & SPECIFICATIONS. Please refer to these standards, specifications, and details for all sanitary sewer system construction. Water construction procedures, materials, testing, details and specifications shall be in accordance with CITIZENS ENERGY GROUP, WATER TECHNICAL & CONSTRUCTION STANDARDS AND SPECIFICATIONS. Please refer to these standards, specifications, and details for all water system construction. Fire Suppression systems construction procedures, materials, testing, details and specifications shall be in accordance with CITIZENS ENERGY GROUP AND CARMEL FIRE DEPARTMENT TECHNICAL & CONSTRUCTION STANDARDS. Please refer to these standards, specifications, and details for all fire suppression system construction. C901 GENERAL SPECIFICATIONS 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 AF AF AF AF KG EARTHWORK A. SCOPE OF WORK 1. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the Owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. a. In general, the items of work to be performed under this section shall include clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill, compaction and rough grading of entire site as indicated on the drawings. b. Excavated material that is suitable may be used for fill. All unsuitable material and all surplus excavated material not required shall be removed from the site by the Contractor. The location of dump and length of haul shall be the Contractor's responsibility. c. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from offsite shall be of kind and quality as specified herein, and as approved by the Engineer & Owner. 2. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. 3. Work not included: The following items of related work are specified and included in other sections of these specifications. a. Excavation, grading and backfilling for utility lines. b. Storm drainage systems. c. Sanitary sewer systems. d. Water supply systems. e. Drives and paving. B. BENCHMARKS 1. Maintain carefully all bench marks, monuments and other reference points. If disturbed or destroyed, replace as directed by the Engineer. C. REMOVAL OF TREES 1. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. 2. All brush, stumps, wood and other refuse from the trees shall be removed from the site or burned with proper permits (where applicable). D. PROTECTION OF TREES 1. General Protection: the Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. E. STRIPPING OF TOPSOIL 1. Remove topsoil to a depth of 6 inches (or as indicated by Owner's Geotechnical Engineer) from the areas to be occupied by roads, walks, buildings, and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Top soil shall be reasonably free from subsoil, debris and stones larger than 2 inches. F. DISPOSITION OF UTILITIES 1. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. 2. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall be the contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineers of any changes, errors or omissions found on these plans, and/or in the field before work is started or resumes. 3. Where active utilities are encountered but not shown on the drawings, the Contractor shall notify the Utility Company, Owner and Engineer prior to proceeding with any work. An appropriate course of action shall be agreed upon by the Utility Company, Owner and Engineer prior to work commencing. 4. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Engineer and/or Utility Company. G. SITE GRADING 1. Grades: Perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawings. Undercut open areas 4" for topsoil. 2. Rough grading: the tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. All open areas shall be graded a minimum of 0.5% and a maximum of 3H:1V slope. 3. Sub-grade shall be proof rolled with suitable equipment and all spongy and otherwise unsuitable material shall be removed and replaced with suitable material. Contractor shall coordinate the proof roll procedure with the agency having jurisdiction to ensure proper representation is in attendance for the test. 4. Sub-grade for building areas shall be compacted to a minimum compaction of 95% Modified Proctor Density or per the Archetectual/Structural Construction Plans for the corresponding building area. The Archetectual/Structural plans shall govern. 5. Sub-grade for streets and paved areas - See PAVEMENT specifications. 6. See PAVEMENT section for additional information. 7. All fill material shall be formed from soil free of deleterious material. Prior to placement of fill, a sample of the proposed material shall be submitted to the Owner's Geotechnical Engineer for approval. The fill material shall be placed in layers not to exceed 8" in loose thickness and shall be spread and compacted at the proper moisture content. 8. All fill material in areas outside of building and pavement areas shall be compacted lightly with each lift and protected from erosion. Areas of building construction shall have suitable fill material placed and compacted in accordance with the Soils Engineer's report and per sub-section 4 described above in this Section. 9. The Contractor shall verify all earthwork quantities prior to the start of construction. The Contractor shall notify the Owner and Engineer in writing if excess or shortage of earth quantities is encountered and verify requirements for stockpiling, removal or importing earth. Owner and Engineer hereby reserve the right to allow minor adjustments in proposed grades to reduce an earth quantity disparity. H. SEEDING PREPARATION 1. Contractor shall resolve any surface or subsurface drainage problems and construct permanent erosion control structures. 2. Remove all rocks, roots or other materials that may interfere with seedbed preparation. 3. Perform the major filling, shaping and smoothing of gullied or severely eroded areas. 4. Have soil tested to check pH and fertility levels. Apply lime at rate specified in seeding specifications on the plans. 5. Work all lime and fertilizer into the soil to a depth of 2-3 inches with a small disk, harrow or rake operated across the slope as much as possible. 6. Firm the soil bed where possible. Do not over pack the soil to ensure compacting does not restrict water and root penetration into the soil. Whenever groundwater is encountered, the CONTRACTOR shall make every practical effort to secure a dry trench bottom before laying pipe. The CONTRACTOR shall provide, install and operate sufficient trenches, sumps, pumps, hose, piping, well points, etc. to depress and maintain the groundwater level below the base of the excavation. If the CONTRACTOR is unable to remove the standing water in the trench, the CONTRACTOR shall over-excavate the proposed bottom grade of the sewer bedding, and place not less than three (3) inches of No. 8 crushed stone in the over-excavated area. The CONTRACTOR shall keep the site free of surface water at all times and shall install drainage ditches, dikes, pumps, and perform other work necessary to divert or remove rainfall and other accumulation of surface water from excavations. The diversion and removal of surface and/or groundwater shall be performed in a manner which will prevent the accumulation of water within the construction area. UNDER NO CIRCUMSTANCES SHALL SURFACE WATER AND/OR GROUNDWATER BE DISCHARGED TO, DISPOSED OF OR ALLOWED TO FLOW INTO AN ACTIVE SANITARY SEWER SYSTEM. 05/10/21 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. 1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CITY OF CARMEL CONSTRUCTION STANDARDS AND SPECIFICATIONS (STANDARDS) UNLESS SPECIFICALLY NOTED OTHERWISE. 2. INDIANA STATE DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, TO BE USED WITH THESE PLANS. (SUPPLEMENTAL SPECIFICATIONS) 3. IN THE EVENT THESE PLANS OR SUPPLEMENTAL SPECIFICATIONS ARE IN CONFLICT WITH SAID STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL BE USED.C902 CARMEL CURB & PAVEMENT SPECS 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 AF AF AF AF KG CITY OF CARMEL CONCRETE CURBING POLICY 1)General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at the pre-construction meeting. M)Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N)Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. O)Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2)Foundation A)General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1)After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2)Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii)Embankments (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2)All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3)Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4)Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5)Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii)The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3) Aggregate Bases A)General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii)Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4)Concrete Curb A)General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii)Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. Freeze protection admixtures shall not be utilized under any circumstances. iv)Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, jointing, curing, finishing and miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling/delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi)Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B)Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C)Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications with the exception that placement operations shall not begin until the ambient temperature is 50ºF and rising. Placement operations shall be discontinued when the ambient temperature is descending and is 50ºF or below. At the discretion of the Engineer, concrete may be placed at ambient temperatures less than noted above provided that placement, jointing, finishing and curing operations conform to Sections 502.11 and 702.11 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii)Under no circumstances shall concrete curb be placed between December 15 and March 30. iv)If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi)The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D)Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(c) and 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii)Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E)Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints shall be sawed to a minimum depth of 1/3 the depth of each segment of the curb (02/07/14). iii)Preformed expansion joints shall be placed at intervals of 50-feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. F)Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii)The concrete curb shall be allowed to cure for a minimum of 7-days prior to commencing backfilling operations adjacent to the concrete curbing (02/07/14). G)Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5)Inspections A)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48- hours in advance of such proofrolls. D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. I) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. CITY OF CARMEL RIGHT OF WAY PAVING POLICY 1) General A) The work subject to the requirements of this policy shall include the production, hauling/delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, auxiliary lanes and asphalt multi-use paths. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2)Foundation A) General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B)Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii)Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. D) Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. ii)Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3)Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v)Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii)Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4)Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv) Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v)Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi) Widening operations shall comply with the following: (1) The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2) The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3) The subgrade in the widened area shall be compacted in accordance with this policy. (4) Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B)Preparation i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii)All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. vii) Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C)Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45°F (7°C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. ii)No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v)If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. E)Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F)Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished. ii)Rollers shall not cause undue displacement, cracking, or shoving. 5)Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48- hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2”) in any course or total thickness from the pavement section indicated on the approved construction documents. F)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. I) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6)Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. C) 05/10/21 N 00°30'47" W 654.27'BOONE COUNTY 212.53'15' D.S. & U.E.30' GREENB5' N.A.E.S.& P.H.E.N 00° 30'47" W - 306.35' L=123.3 4 ', R=300.00' , D=23d3 3'23"58.07'L2 L1L3L5L4 L6 SIGN EASEMENT L1 S 16°15'44" E 38.46' L2 S 73°44'45" W 16.53' L3 S 16°15'15" E 15.00' L4 S 73°44'45" W 20.00' L5 N 16°15'15" W 15.00' L6 N 73°44'45" E 20.00' S0°30'47"E 91.86' L:133.62 R:325.00' Δ:23°33'23"S26°15'17"E 52.77 ' S0°30'47"E 12.04'S26°15'15"E 94.22 ' L:43.64 R:25.00' Δ:99°59'23" S73°44' 4 0 " W 180.26 ' N61°15'15"W 23.41'N16°15'44"W 436.40'N85°00'45"E 237.92' 5' N.A.E. S.& P.H.E. PROPOSED MULTI-TENANT BUILDING 1-STORY, 11,000 GSF DO NOT ENTER DUMPSTER ENCLOSURE//// ///////////////////////////////////// /////////////////// /////////// /////////////////////////////////DO NOTENTERDO NOT ENT E R DO NOTENTERSTOP STOP60' BSL 60' F.S.L.15' BS L 30' BSL & GREENBELTPROPO S E D BUILDI NG 1-STOR Y , 2,000 GSFDUMPSTERENCLOSURE MICHIGAN ROAD (US 421)BENNET T P A R K W A Y (VAR. R/W)REDD ROAD(60' R/W)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTY 81' E 15' D. & U.E.GA S METE R GAS METERGAS METERGAS METER GAS METERGAS METERGAS METER2''W 2''W 2''W 1-1/2''W UD U D UD UDUDUD UD///////////// ////////////////// / /// /////// // /////////// ///// /////// ////////// // // //////// ///// ///// /// ///////// ///// ///// /// ///////// ////////// ////////// / //////// ///////////////////////// /// //////////////// /DRIVETHRUONLYDRIVETHRUONLYCTSTOPSTOP2-Heritage River Birch 2-Heritage River Birch 2-Heritage River Birch 2-Heritage River Birch 2-Heritage River Birch 2-Heritage River Birch 1-Redbud 1-Redbud 2-Redbud 2-Redbud 2-Redbud 2-Redbud 1-Canada Red Chokecherry 1-Canada Red Chokecherry 2-Canada Red Chokecherry 4-Canada Red Chokecherry @ 20' o.c. 1- 'Skyline' Honeylocust 1- 'Skyline' Honeylocust 1- 'Skyline' Honeylocust 1- 'Skyline' Honeylocust 1- 'Skyline' Honeylocust 1- 'Skyline' Honeylocust 1- 'Skyline' Honeylocust 3- 'Regal Prince' Oak @ 18' o.c. 8- 'Regal Prince' Oak @ 16' o.c. 2- 'Regal Prince' Oak @ 18' o.c. 1-Redbud 1-Redbud 5-Red Twig Dogwood @ 5' o.c. 5-'Anabelle' Hydrangea @ 5' o.c. 5-Red Twig Dogwood @ 5' o.c. 5-'Anabelle' Hydrangea @ 5' o.c. 5-Red Twig Dogwood @ 5' o.c. 5-'Anabelle' Hydrangea @ 5' o.c. 5-Red Twig Dogwood @ 5' o.c. 5-Red Twig Dogwood @ 5' o.c. 5-'Anabelle' Hydrangea @ 5' o.c. 5-'Anabelle' Hydrangea @ 5' o.c. 5-Red Twig Dogwood @ 5' o.c. 5-Red Twig Dogwood @ 5' o.c. 5-Red Twig Dogwood @ 5' o.c. 5-'Anabelle' Hydrangea @ 5' o.c. 5-'Anabelle' Hydrangea @ 5' o.c. 12-'Blue Point' Juniper @ 5' o.c. Existing Maple Trees to Remain in Place (Sizes Range from 3" to 4" Caliper) Existing Maple to be Removed for Construction 8-'Blue Point' Juniper @ 5' o.c. 1- 'Skyline' Honeylocust 5- Dwarf Fothergilla 5- Dwarf Fothergilla 5- Dwarf Fothergilla 5- Green Mound Alpine Currant 5- Dwarf Fothergilla 5- Green Mound Alpine Currant 5- Green Mound Alpine Currant 5- Dwarf Fothergilla 5- Dwarf Fothergilla 9- 'Northwind' Switchgrass @ 3' o.c. 6- Dwarf Fountain Grass 12- 'Northwind' Switchgrass @ 3' o.c. 18- 'Northwind' Switchgrass @ 3' o.c. 15- Sea Green Juniper @ 3' o.c. 11- Karl Foerster Feather Reed Grass @ 3' o.c. 11- Sea Green Juniper @ 3' o.c. 11- Karl Foerster Feather Reed Grass @ 3' o.c. 11- Sea Green Juniper @ 3' o.c. 11- Karl Foerster Feather Reed Grass @ 3' o.c. 11- Sea Green Juniper @ 3' o.c. 11- Karl Foerster Feather Reed Grass @ 3' o.c. 5- Sea Green Juniper @ 3' o.c. 6- Sea Green Juniper @ 3' o.c. 11- Karl Foerster Feather Reed Grass @ 3' o.c. 13- Sea Green Juniper @ 3' o.c. 1-Redbud 4- Sea Green Juniper @ 3' o.c. 24- 'Northwind' Switchgrass @ 3' o.c. 4- 'Northwind' Switchgrass @ 3' o.c. 1-Canada Red Chokecherry 8-Canada Red Chokecherry @ 20' o.c. 1-Canada Red Chokecherry 2-Tulip Tree 1-Tulip Tree 2-Tulip Tree 3-Tulip Tree 1-Tulip Tree 3-Tulip Tree 12-Dwarf Fothergilla @ 3' o.c. (SIGN PLANTING) 22- Dwarf Fountain Grass @ 30" o.c. 9- 'Northwind' Switchgrass @ 3' o.c. 10- Dwarf Fountain Grass @ 30" o.c. 10- Dwarf Fountain Grass @ 30" o.c. 10- Dwarf Fountain Grass @ 30" o.c. 10- Dwarf Fountain Grass @ 30" o.c. Decorative Planters Decorative Planters L101 LANDSCAPE PLAN & DETAILS 1. REV PER CARMEL TAC 2/11/2021 2. ISSUED FOR BID 2/26/2021 3. REV. PER CARMEL CMMTS 3/9/2021 4.REV NORTH DR/PARKING 3/28/2021 AF AF AF AF AF AF KG 00 30' 60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. NOTE: ALL PLANT MATERIAL TO MATCH THE CURRENT CITY OF CARMEL PLANT MATERIAL LIST SYMBOL LEGEND EXISTING TREE PROPOSED CANOPY TREE PROPOSED ORNAMENTAL TREE PROPOSED EVERGREEN TREE PROPOSED SHRUB MULCH REQUIRED PLANT MATERIAL CALCULATIONS TABLE ZONING CLASSIFICATION, CITY OF CARMEL SITE IS ZONED S1 REQUIRED PROVIDED THOROUGHFARE OVERLAY DISTRICT, U.S. 421 30' WIDE GREENBELT 28' WIDE GREENBELT (WAIVER REQUESTED BY DEVELOPER FOR REDUCTION) 6 SHADE, 2 ORNAMENTAL, 30 SHRUBS PER 100 LF 6 SHADE, 2 ORNAMENTAL, 30 SHRUBS PER 100' BUFFER YARD (NORTH, SOUTH), 5' WIDE TYPE A, 4 SHADE, 10 SHRUBS PER 100' 4 SHADE AND 10 SHRUBS PER 100' IN EACH YARD BUFFER YARD (WEST),10' WIDE TYPE B, 5 SHADE, 1 ORNAMENTAL, 10 SHRUBS PER 100 LF 5 SHADE, 1 ORNAMENTAL, 10 SHRUBS PER 100 LF BUILDING FOUNDATION 5' WIDE, SHRUBS, ORNAMENTAL GRASS, GROUNDCOVER ON ALL SIDES SHRUBS, ORNAMENTAL GRASS, GROUNDCOVER (VARIANCE REQUESTED BY DEVELOPER FOR REDUCTION) PARKING LOT INTERIOR 1 SHADE TREE, 5 SHRUBS, PER 10 PARKING SPACES SEE PLAN FOR LOCATIONS OF TREES AND SHRUBS IN PARKING LOT PARKING LOT PERIMETER SEE OVERLAY ZONE AND NORTH/SOUTH BUFFERYARD SEE OVERLAY ZONE AND NORTH/SOUTH BUFFERYARD DUMPSTER SCREENING 6' HIGH OPAQUE SCREEN VEGETATIVE AND ARCHITECTURAL SCREEN MONUMENT SIGN PLANTINGS REQUIRED SEE SIGN PLANT MATERIAL DETAIL PLANT MATERIAL SHALL BE SELECTED AND INSTALLED TO COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. LANDSCAPE MATERIALS SELECTED SHALL BE APPROPRIATE TO LOCAL GROWING AND CLIMATE CONDITIONS AND FOLLOW THE GUIDELINES SET BY THE AMERICAN STANDARD FOR NURSERY STOCK. ANSI Z60.1 (CURRENT EDITION) AMERICAN ASSOCIATION OF NURSERYMEN, INC 2. ALL PLANTS SHALL BE OF SPECIMEN QUALITY, SUPERIOR FORM, HEALTHY, VIGOROUS, WELL BRANCHED, DENSELY FOLIATED WHEN IN LEAF, FREE OF DISEASE AND INSECTS EGGS OR LARVAE AND SHALL HAVE WELL-DEVELOPED ROOT SYSTEMS. PLANTS SHALL BE FREE FROM DAMAGE OR CONDITIONS THAT WOULD PREVENT NORMAL GROWTH. ALL PLANTING MATERIAL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT PUBLICATION OF THE AMERICAN STANDARD FOR NURSERY STOCK AS PRODUCED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE, INC. a. STREET TREES AND SHADE TREES: ALL STREET TREES AND SHADE TREES AT THE TIME OF PLANTING SHALL HAVE A MINIMUM CALIPER OF TWO AND ONE-HALF (2.5) INCHES WHEN MEASURED FROM SIX (6) INCHES ABOVE GROUND LEVEL. b. ORNAMENTAL TREES: ALL ORNAMENTAL TREES AT THE TIME OF PLANTING SHALL HAVE A MINIMUM CALIPER OF ONE AND ONE-HALF (1.5) INCHES WHEN MEASURED FROM SIX (6) INCHES ABOVE GROUND LEVEL. c. EVERGREEN TREES: ALL EVERGREEN TREES AT THE TIME OF PLANTING SHALL HAVE A MINIMUM HEIGHT OF SIX (6) FEET. d. SHRUBBERY: ALL DECIDUOUS AND EVERGREEN SHRUBS AT THE TIME OF PLANTING SHALL HAVE A MINIMUM HEIGHT OF EIGHTEEN (18) INCHES. e. GROUND COVER/ORNAMENTAL GRASS: ALL GROUND COVER/ORNAMENTAL GRASS AT THE TIME OF PLANTING SHALL HAVE A MINIMUM SIZE OF ONE (1) GALLON, UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLAN 4. IRRIGATION SYSTEMS SHALL NOT BE INSTALLED IN THE CITY OWNED RIGHT-OF-WAY WITHOUT APPROVAL BY THE BOARD OF PUBLIC WORKS. THE CITY DOES NOT ASSUME RESPONSIBILITY FOR ANY DAMAGE INCURRED TO AN UNPERMITTED IRRIGATION SYSTEM THAT IS CAUSED BY WORK BEING PERFORMED IN THESE AREAS. 5. IT SHALL BE THE RESPONSIBILITY OF THE OWNERS AND THEIR AGENTS TO INSURE PROPER MAINTENANCE OF ALL TREES, SHRUBBERY AND OTHER LANDSCAPING APPROVED AS PART OF THE DEVELOPMENT PLAN/ADLS PLANS. THIS SHOULD CONSIST OF WATERING, FERTILIZING, PROPER MULCHING, CLEARING OF DEBRIS AND WEEDS, MONITORING FOR PESTS AND DISEASE, MOWING, PRUNING, THE REMOVAL AND TIMELY REPLACEMENT OF DEAD, HAZARDOUS OR DYING PLANTS, TREATING FOR DISEASE OR INJURY, OR ANY OTHER SIMILAR ACT(S) WHICH PROMOTES GROWTH, HEALTH, BEAUTY AND THE LIFE OF TREES, SHRUBS, TURF AND OTHER PLANTS. PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com ashton@Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: PROJECT TEAM: SECTION, TOWNSHIP, RANGE: THE AVENUE AT BENNETT FARM JDF DEVELOPMENT 11710 PEBBLEPOINTE PASS CARMEL, INDIANA 46033 11/18/2020 200905 11100 & 11150 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY SW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. 05/10/21