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G4.5_Emergency Flood Routing Plan
PROPOSED 50' DRAINAGE& UTILITY EASEMENT FPFPFP FP FP CONSTRUCTION LIMITS7857841% SLOPE 780784.48787.43785.30785.30783.40786.33786.32785.40784.40784.29784.37784.00783.70783.70783.63783.70783.63784.48784.40784.39784.32784.14784.07783.73783.79783.42783.48784.30783.77784.00784.00784.48784.36784.40784.29784.48784.48784.48783.08783.15783.65783.42783.42784.48784.48783.40783.60783.55783.90784.10783.70786.56787.10787.00787.05786.80786.30786.62786.12786.85786.35787.23786.73787.05786.55786.78786.28786.00785.50786.25785.75786.50786.00786.25785.75785.01784.51784.84784.34784.75784.25784.55784.05784.62784.12784.50784.00784.20783.70783.61783.11784.40783.90783.61783.11784.25783.75783.15782.65783.90783.40783.90783.40783.90783.40783.90783.40783.80783.30784.09783.59783.63783.13783.92783.42783.82783.32783.58783.08784.25783.75784.45783.95784.70784.20784.35783.85784.30783.80787.33786.83786.83784.15783.65784.10783.60783.95783.45784.25783.75784.48784.00784.48783.90783.90784.40784.40784.40784.40784.40783.90784.00783.93784.00783.80784.00784.48784.00784.40784.29784.36783.75783.68783.75783.68784.00784.00784.48784.40784.29784.00784.48784.00784.40784.29783.75783.68783.75783.68783.75783.68784.26784.18784.09784.00784.00783.75782.34782.59782.59785.19786.37784.37783.22783.25783.00781.53783.38780.48782.42779.19785786785781 782 782784783786786786786786786786784784784784783783776779782 783 780 7 8 0 7 8 0ST-203ST-104ST-BMP-1ST-101ST-102ST-204ST-200ST-106ST-105ST-201ST-202ST-103784785786787788789789788787786785783783777776772782776777775774771777776773 776 774774775 779 775777778781783780 778 ST-103ST-103782.00ST-501ST-102AST-101AST-101BST-202A781.36784784EXISTING FLOODROUTING HIGHPOINT=783.87EXISTING FLOODROUTING HIGHPOINT=783.50EXISTING FLOODROUTING HIGHPOINT=783.65EXISTING FLOODROUTING HIGHPOINT=783.85EXISTING FLOODROUTING HIGHPOINT=784.03EXISTING FLOODROUTING HIGHPOINT=779.25EXISTING FLOODROUTING HIGHPOINT=783.42POND STORM ELEVATIONS100 YR (DESIGN) = 778.98100 YR (6" ORIFICE) = 778.7810 YR (DESIGN) = 776.9510 YR (6" ORIFICE) = 776.74783.09783.22783.50LEGENDFLOOD PROTECTION GRADEFLOOD ROUTE ARROWGRADING AND DRAINAGE PLAN SCALE: 1"= 30'N309003060PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENG I ANAINID E R DA H C I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020EMERGENCY FLOODROUTING PLANG3.3NEW BUILDINGFFE = 784.50'