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HomeMy WebLinkAboutC301 GRADING PLANN 00°30'47" W 654.27'55.02' N 00°37'13" W N 73°44' 4 5 " E 1 3 1 . 2 3 '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 COUNTYHAMILTON COUNTYN 00°30'47" W 212.53'S 16°15'44" E 193 .78 ' JDF DEVELOPMENT, LLC 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=123.34', R=300.00', D=23d33'23"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 1 8 0 . 2 6 ' 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 NOTENTERDO NOT E N T E R DO NOTENTERSTOPSTOPPROPO S E D BUILDIN G 1-STORY , 2 , 0 0 0 G S FDUMPSTERENCLOSURE MICHIGAN ROAD (US 421)BENNE T T P A R K W A Y (VAR. R / W )REDD ROAD (60 ' R /W )REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTYE 9,522 GSF 81' E 15' D. & U.E.F.F.E. = 903.00 1.30 ACRES GAS METER GAS METERGAS METERGAS METERGAS METERGAS METERGAS METER UD UD UD UDUDUDUD///////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////// //////////////// //////// ///// ///// ///// ///// //// / / ///////// ///// / ////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%GR A D E S W A L E @ - 2 . 1 % GRADE SWALE @ -1 . 0 % GRADE SWALE @ -2.0%90390 2 90 2 901901 9019029018 99899 899 901 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:902.49TC: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