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HomeMy WebLinkAbout18-0128 - North End Phase 1 - C1.6 Emergency Flood Route84 Required (x4 floors) 92 Provided 36 13 STR #630 TC: 835.96 INV. IN 831.99 (15" W) INV. IN 832.13 (12" N) INV. OUT 830.73 (15" E) STR #627 TC: 827.73 INV. OUT 823.98 (12" E) STR #634 TC: 845.14 INV. OUT 840.86 (12" S) STR #621 TC: 838.50 INV. IN 834.58 (15" SW) INV. OUT 834.48 (15" SE) STR #622 TC: 840.09 INV. IN 836.00 (12" SW) INV. OUT 835.77 (15" NE)STR #623 TC: 844.90 INV. IN 839.17 (12" SW) INV. OUT 839.07 (12" NE) STR #633 TC: 843.02 INV. IN 839.93 (12" N) INV. OUT 837.74 (12" SE) STR #631 TC: 840.32 INV. IN 836.57 (12" N) INV. OUT 836.33 (15" E) STR #629 TC: 832.91 INV. IN 828.91 (15" W) INV. OUT 828.81 (18" N) STR #626B TC: 825.04 INV. IN 821.87 (12" W) INV. OUT 821.77 (12" E) STR #620 TC: 834.09 INV. IN 829.90 (15" W) INV. IN 828.55 (12" E) INV. OUT 828.30 (15" N) STR #619 TC: 833.69 INV. IN 828.25 (15" S) INV. OUT 828.15 (18" E) STR #609 TC: 830.23 INV. IN 826.30 (12" S) INV. OUT 826.22 (12" N) STR #608 TC: 830.37 INV. OUT 826.79 (12" N) STR #617 TC: 834.07 INV. OUT 830.76 (12" NE) STR #616 TC: 832.95 INV. IN 829.04 (12" SW) INV. OUT 828.81 (15" NE) STR #615 TC: 831.80 INV. IN 828.01 (15" SW) INV. OUT 827.92 (15" NE) STR #614 TC: 831.37 INV. IN 827.34 (15" SW) INV. OUT 827.24 (15" SE) STR #613 TC: 833.69 INV. IN 827.02 (15" NW) INV. OUT 826.92 (15" S) STR #602 TC: 834.34 INV. IN 820.16 (12" S) INV. OUT 820.07 (12" NE) STR #601 TC: 821.04 INV. IN 819.79 (12" SW) STR #653 TC: 829.55 INV. IN 826.05 (12" N) INV. OUT 825.95 (12" SW) STR #654 TC: 829.10 INV. IN 825.60 (12" NE) INV. OUT 825.50 (12" W) STR #652 TC: 830.61 INV. OUT 827.11 (12" S) STR #647 TC: 824.31 INV. IN 820.31 (15" S) INV. OUT 820.21 (15" N) STR #618A TC: 831.00 INV. IN 826.62 (18" W) INV. OUT 826.52 (18" NE) STR #632 TC: 840.32 INV. IN 836.77 (12" NW) INV. OUT 836.67 (12" S) STR #626 TC: 826.34 INV. IN 822.60 (12" W) INV. IN 822.58 (12" N) INV. OUT 822.48 (12" E) STR #630A TC: 835.95 INV. OUT 832.20 (12" S) STR #629A TC: 832.88 INV. IN 828.59 (18" S) INV. OUT 828.49 (18" NE) STR #626A TC: 826.35 INV. OUT 822.65 (12" S) STR #625 TC: 846.91 INV. OUT 845.18 (12" S) STR #620A TC: 836.90 INV. IN 832.63 (15" NW) INV. OUT 832.66 (15" E) STR #620B TC: 832.17 INV. OUT 828.67 (12" W) STR #610 TC: 830.54 INV. OUT 826.73 (12" N) POND 3 LOW FLOW STR TC: 831.49 INV. IN 821.49 (36" W) INV. OUT 821.49 (36" E) STR #661 TC: 829.14 INV. IN 821.41 (36" W) INV. OUT 821.31 (36" E) STR #655 TC: 827.74 INV. IN 824.24 (12" E) INV. OUT 824.01 (15" W) STR #663 TC: 828.06 INV. OUT 824.56 (12" N) STR #662 TC: 829.82 INV. IN 821.20 (36" W) INV. IN 824.41 (12" S) INV. OUT 821.20 (36" E) STR #664 TC: 827.60 INV. IN 823.85 (15" E) INV. OUT 823.75 (15" S) POND 1 LOW FLOW STR TC: 845.69 INV. IN 839.96 (12" SW) INV. OUT 839.86 (12" NE) POND 2 LOW FLOW STR TC: 831.23 INV. IN 826.40 (18" N) INV. OUT 826.30 (18" S) POND 4 LOW FLOW STR TC: 833.54 INV. IN 820.48 (12" S) INV. OUT 820.39 (12" N) STR #665A TC: 825.04 INV. OUT 821.54 (12" W) STR #665 TC: 824.65 INV. IN 821.15 (12" E) INV. OUT 821.05 (12" N) STR #B3-1D TC: 831.43 INV. IN 827.33 (18" S) INV. OUT 826.00 (18" N) STR #629B TC: 831.44 INV. IN 827.44 (18" SW) INV. OUT 827.34 (18" N) STR #B3-2A TC: 831.13 INV. IN 826.20 (18" N) INV. OUT 826.10 (18" S) STR #B3-2D TC: 831.60 INV. IN 826.07 (18" N) INV. OUT 826.04 (18" S) STR #B5-1D 36" x 72" PRECAST CONC WATER QUALITY DIVERSION STRUCTURE TC: 825.51 INV. IN 821.76 (12" W) INV. OUT 821.02 (12" E) STR #B5-2D TC: 824.82 INV. IN 820.19 (15" S) INV. OUT 819.52 (15" N) STR #664A TC: 826.01 INV. IN 822.26 (15" N) INV. IN 820.95 (12" S) INV. OUT 820.85 (15" W) STR #B5-3D TC: 826.49 INV. IN 820.83 (15" E) INV. OUT 819.52 (15" W) STR #B4-1D TC: 830.31 INV. IN 821.19 (36" W) INV. OUT 821.19 (36" E) STR #POND 4 LOW FLOW STR TC: 833.54 INV. IN 820.48 (12" S) INV. OUT 820.39 (12" N) CHECKED BY: PROJECT NO.:DATE: DRAWN BY: SHEET TITLE: SHEET NO.:3/20/2020 4:56 PM, Keith Buck|S:\Project Files\2018\18-0128\CADD\Design\Sheet Sets\North End\18-0128_Emergency Flood Route Plan.dwgTOTAL SHEETS:NO.DATEDESCRIPTIONCOPYRIGHTED BY SHREWSBERRY AND ASSOCIATESREVISIONS RDR KMB 02/19/2020 18-0128 ----HAMILTON COUNTYCARMEL, INDIANANORTH END - PHASE 17321 SHADELAND STATION, INDIANAPOLIS IN 46256 (p) 317.841.4799   (f) 317.841.4790 shrewsusa.com DRAWING STATUS: CONSTRUCTION PLANS IIND ANA T DE RE RE G I S 10302164 STATE OF No. PR ELI MI N A R Y NO T F O R CO N S T R U C TI O N102/19/20INITIAL CONSTRUCTION PLAN SUBMITTAL TO CARMEL FOR REVIEW203/20/20CITY OF CARMEL RESUBMITTALBENCHMARK INFORMATION:(NAVD 1988) C1.6 EMERGENCY FLOOD ROUTE PLAN N LEGEND: CARMEL GENERAL NOTES LEGEND: