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HomeMy WebLinkAboutC301 GRADING PLAN757.8 5 757.7 9 757.9 3 757.4 2 757.6 4 758.1 3 758.1 1 758.1 3 757.7 3 757.4 5 757.9 9 758.1 7 757.6 6 757.8 8 758.1 1 758.0 2757.8 8 757.3 8 757.6 8 757.3 9 757.9 1 757.6 5 757.1 3 757.4 3 757.1 2 757.6 4 757.8 1 757.8 4 757.9 4757.7 8 757.6 3 757.4 3 757.5 7 758.1 4 758.0 8 757.7 9 757.2 8 757.6 3 757.3 0 757.8 1 758.0 4 757.5 3 757.8 7 757.4 9 757.9 9 758.1 7 758.2 9 758.3 9 758.0 8 757.8 3 757.9 3 757.7 5 757.8 0 758.1 2 758.1 0 758.2 6 758.2 8 ST 758.5 3 758.2 9 758.2 0 757.5 4 757.9 5 758.0 8 758.2 8758.1 5 757.9 4 757.8 4 757.1 6 756.6 1 757.2 0 757.2 6 757.5 2 TR 756.9 8 756.6 2 756.5 7 755.9 7 ST 756.2 7 756.3 6 756.5 1 756.1 4 755.9 2 755.8 9 755.2 5 754.9 6 755.6 2 755.6 9 755.8 4755.8 4 755.7 7755.7 4 755.7 6 ST 755.6 3755.6 6 755.7 0 755.0 3 755.0 7 755.8 0 755.9 8 756.8 0 HY DW 758. 2 758.0 6 HOPEWELL PKWY. (LOCAL, 2-LANE, 46' R/W) INST. # 2008043635 E. 146th ST. (PRIMARY ARTERIAL, 5-LANE, VARIABLE R/W) S85°17'03"E 172.80'S00°00'00"E 245.82'S90°00'00"W 172.21' [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U] [OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U]MW 7'LANDSCAPE ESMT INST. # 2008043644N00°00'00"E 260.02'FALCON NEST II, LLC INST. # 2011063056 PROPOSED 1.00 ACRES 15' UTILITY ESMT INST. # 2008033173 storm inlet tor = 757.04 inv. 21" rcp (n) = 749.54 inv. 21" rcp (sw) = 749.54 storm inlet tor = 757.08 inv. 21" rcp (s) = 749.28 inv. 24" rcp (n) = 749.28 storm manhole tor = 757.51 inv. 40" rcp (e) = 749.01 inv. 24" rcp (s) = 749.26 inv. 24" rcp (w) = 749.51 DON RIGO PROPERTIES, LLC INST.# 2017002435 [ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST] ASPHALT PATH storm inlet tor = 755.65 bottom = 751.05 storm inlet tor = 757.34 bottom = 752.89 storm inlet tor = 755.63 inv. 12" rcp (s) = 751.33 [ST][ST]storm inlet beehive tor = 755.75 inv. 12" rcp (ne) =753.70 storm manhole tor = 755.80 inv. 40" rcp (e) = 745.85 inv. 12" rcp (s) = 751.60 inv. 12" rcp (n) = 751.50 [ST] [ST] [ST] [ST] [ST] [ST] [ST] storm manhole tor = 757.01 inv. 40" rcp (w) = 745.71 inv. 40" rcp (n) = 745.71 inv. 12" rcp (e) = 752.01 757 758758 758 7 5 8 758758758758 758 758 755 755 756 757 mon. well TBM # 1 CUT "X" S.W CORNER BOLT ON STRAIN POLE ELEV. = 758.67 TBM # 2 CUT "BOX" ON CURB ELEV. = 757.72 [W] [W] [W] [W] [W] [W] [W] [W] [W] [W] [W][W][W][W] 12" PVC WATER M A I N P E R P L A N ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PROPOSED VETERINARY CLINIC 1-STORY 5,970 SF ± GAS METER CT FFE:759.10 :757.72 :757.31 :756.91 :756.70 :757.00 :757.50 758.72 758.58 758.78 758.49 758.80 759.02 759.02 759.03 758.42 758.28 758.82 758.69 758.77 758.64 758.94 758.99 759.04759.10 758.99 758.69 758.74 758.53 758.67 758.04 757.94 757.90 757.95 757.79 757.62 758.79 758.71 758.61 758.71 758.53 758.43 758.26 758.33 758.25758.10757.99 757.89 758.00 758.08 758.27 758.16 TC:758.65 BC:758.15TC:758.29 BC:757.79 TC:758.12 BC:757.62 TC:758.06 BC:757.56 TC:758.21 BC:757.71 TC:758.46 BC:757.96TC:758.34 BC:757.84 TC:758.22 BC:757.72 TC:758.08 BC:757.58 TC:758.00 BC:757.50 TC:757.92 BC:757.42 TC:757.99 BC:757.49 TC:757.75 BC:757.25 TC:757.70 BC:757.20 TC:757.87 BC:757.37 TC:758.59 BC:758.09 TC:758.32 BC:757.82 TC:758.15 BC:757.65 TC:758.11 BC:757.61 TC:757.96 BC:757.46 TC:758.13 BC:757.63 TC:757.77 BC:757.27 TC:757.60 BC:757.10 TC:757.55 BC:757.05 TC:758.45 BC:757.95 TC:757.70 BC:757.20 TC:758.16 BC:757.66 TC:758.25 BC:757.75 TC:757.70± ME BC:757.20± ME TC:757.95± ME BC:757.45± ME TC:758.41 BC:757.91 TC:758.29 BC:757.79 TC:758.09 BC:757.59 TC:758.64 BC:758.14 TC:758.66 BC:758.16 TC:758.93 BC:758.43 TC:758.76 BC:758.26 TC:758.74 BC:758.24 TC:758.63 BC:758.13 TC:758.60 BC:758.10 TC:758.14 BC:757.64 TC:758.10 BC:757.60 TC:757.86 BC:757.36 TC:757.98 BC:757.48 TC:757.98 BC:757.48 TC:758.71 BC:758.21 TC:758.42 BC:757.92 TC:758.42 BC:757.92 TC:758.42 BC:757.92 TC:758.52 BC:758.02 TC:758.72 BC:758.22 TC:758.55 BC:758.05 TC:758.39 BC:757.89 TC:758.31 BC:757.81GRADEBREAK GRADE BREAK GRADE BREAK75875875 8 758758758 758 75875875 7758 758 7 5 7605RIM: 757.06 604 RIM: 756.81 603 RIM: 757.10 610 RIM: 757.00 TC:757.65 BC:757.15 TC:757.39 BC:756.89 757.82 757.70 TC:758.31 BC:757.81 -1.5% -1.5%-1.4% -1 .1% 757.55 758.03 758.41 758.47 757.46± ME 757.53± ME ADJ. RIM=756.50 YELLOW DOG VETERINARY CLINIC 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: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: COOLER DESIGN, INC. 9135 NORTH MERIDIAN ST. STE A1 INDIANAPOLIS, INDIANA 46260 1/13/2021 2004002 E. 146TH ST. & HOPEWELL PKWY. CARMEL, INDIANA 46033 HAMILTON COUNTY NE 1 4 , S23 , T18N, R4E SHEET NAME SHEET NO.APPROVAL P E N DI N G NOT F O R CONST R U CTI O N C301 GRADING PLAN -------- -------- -------- -------- ---- ---- ---- ---- AF AF KG 00 20'40' SCALE: 1" = 20' 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 STORMWATER MANAGEMENT SYSTEM NOTE: The proposed stormwater management system associated with this project shall be privately owned. CONSTRUCTION LIMITS / PROJECT DISTURBANCE LIMITS F:\2020\2004002 - Yellow Dog Vet\02 Civil\Plans\C301.dwg, C301, 1/15/2021 4:46:01 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1