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HomeMy WebLinkAboutC403 STORM PLAN & PROFILES ST S00°00'00"E 245.82'S90°00'00"W 172.21' 7'LANDSCAPE ESMT INST. # 2008043644N00°00'00"E 260.02'PROPOSED 1.00 ACRES 15' UTILITY ESMT INST. # 2008033173 storm inlet beehive tor = 754.85 inv. 40" rcp (w) = 748.30 inv. 40" rcp (e) = 748.30 storm manhole tor = 757.51 inv. 40" rcp (e) = 749.01 inv. 24" rcp (s) = 749.26 inv. 24" rcp (w) = 749.51 [ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST] sanitary manhole tor = 756.20 inv. 10" pvc (s) = 746.00 inv. 10" rcp (e) = 746.05 [ST] [S][S][S][S]TBM # 2 CUT "BOX" ON CURB ELEV. = 757.72/////////////////////////////////////////////////////////////////////////////////////////////////////PROPOSED VETERINARY CLINIC 1-STORY 5,970 SF ± EX1 603 610 602 304 CO1 CO2SSSSSS CO3SSSSSSSSSSSS SS SS SS SS SS SS 305 125 LF OF 15" RCP @ 0 . 4 4 % 53 LF OF 1 2 " R C P @ 0 . 9 4 %UDUD8 LF OF 15" RCP @ 0.59% FFE:759.10 59 LF OF 6" SDR35 PVC LATERAL @ 1.10%100 LF OF 6" SDR35 PVC LATERAL @ 1.10% 98 LF OF 6" SDR35 PVC LATERAL @ 1.07% INV(N):754.30 INV(E):754.30 INV(W):753.20 INV(E):753.20 PROFILE: STORM 610 TO 304 745 750 755 760 765 770 745 750 755 760 765 770 0+75 1+00 1+00.00 1+50 1+60.17 2+00 2+50 2+85.10 3+00 3+02.52 3+25757.28757.322+00 3+00STORM STR 603INV(N):752.16INV(W):752.50INV(E):751.95RIM:757.1053 LF OF 12" RCP @ 0.94%STORM STR 610INV(E):753.00RIM:757.00125 LF OF 15" RCP @ 0.44%STORM STR 602INV(W):751.40INV(S):751.30RIM:756.008 LF OF 15" RCP @ 0.59%STORM STR 304INV(N):751.25INV(E):748.30INV(W):748.30RIM:755.72(ex. mh)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 C403 STORM PLAN & PROFILE AF AF AF 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. N LEGEND: FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL STORM STRUCTURE ID 6XX 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 F:\2020\2004002 - Yellow Dog Vet\02 Civil\Plans\C401.dwg, C403, 1/15/2021 4:46:18 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1