Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
G4.5_Emergency Flood Routing Plan
PROPOSED 50' DRAINAGE& UTILITY EASEMENTFP FP FP FPFPCONSTRUCTION LIMITS 7857841% SLOPE780 784.48 787.43 785.30 785.30 783.40 786.33 786.32 785.40 784.40 784.29 784.37 784.00 783.70 783.70 783.63 783.70 783.63 784.48 784.40 784.39 784.32 784.14 784.07 783.73 783.79 783.42 783.48 784.30 783.77 784.00784.00 784.48 784.36 784.40 784.29 784.48784.48 784.48 783.08 783.15 783.65 783.42 783.42 784.48 784.48 783.40 783.60 783.55 783.90 784.10 783.70 786.56 787.10 787.00 787.05 786.80 786.30 786.62 786.12 786.85 786.35 787.23 786.73 787.05 786.55786.78 786.28 786.00 785.50786.25 785.75 786.50 786.00 786.25 785.75 785.01 784.51 784.84 784.34 784.75 784.25 784.55 784.05 784.62 784.12 784.50 784.00784.20 783.70 783.61 783.11 784.40 783.90 783.61 783.11 784.25 783.75 783.15 782.65 783.90 783.40 783.90 783.40 783.90 783.40 783.90 783.40 783.80 783.30 784.09 783.59 783.63 783.13 783.92 783.42 783.82 783.32 783.58 783.08 784.25 783.75 784.45 783.95 784.70 784.20 784.35 783.85 784.30 783.80 787.33 786.83 786.83 784.15 783.65 784.10 783.60 783.95 783.45 784.25 783.75 784.48 784.00 784.48 783.90 783.90 784.40 784.40 784.40 784.40 784.40 783.90 784.00 783.93 784.00 783.80784.00 784.48 784.00 784.40 784.29 784.36 783.75 783.68 783.75 783.68784.00 784.00 784.48 784.40 784.29 784.00 784.48 784.00 784.40 784.29 783.75 783.68 783.75 783.68 783.75 783.68 784.26 784.18 784.09 784.00 784.00 783.75 782.34 782.59 782.59 785.19 786.37 784.37 783.22 783.25 783.00 781.53 783.38 780.48 782.42 779.19 785 786 785 781782782 784 783 786786786 786786786786 784784784784783783 776 779 782 783780780780ST-203 ST-104 ST-BMP-1 ST-101 ST-102 ST-204 ST-200 ST-106 ST-105 ST-201 ST-202 ST-103 784 785 786 787 788 789 789 788 787 786 785 783783 777 776 772782 776777775774771 777776 773776774 774775779775 777 778 781 783 780778ST-103ST-103 782.00 ST-501 ST-102A ST-101A ST-101B ST-202A 781.36 78 4 784 EXISTING FLOOD ROUTING HIGH POINT=783.87 EXISTING FLOOD ROUTING HIGH POINT=783.50 EXISTING FLOOD ROUTING HIGH POINT=783.65 EXISTING FLOOD ROUTING HIGH POINT=783.85 EXISTING FLOOD ROUTING HIGH POINT=784.03 EXISTING FLOOD ROUTING HIGH POINT=779.25 EXISTING FLOOD ROUTING HIGH POINT=783.42 POND STORM ELEVATIONS 100 YR (DESIGN) = 778.98 100 YR (6" ORIFICE) = 778.78 10 YR (DESIGN) = 776.95 10 YR (6" ORIFICE) = 776.74 783.09 783.22 783.50 LEGEND FLOOD PROTECTION GRADE FLOOD ROUTE ARROW GRADING AND DRAINAGE PLAN SCALE: 1"= 30'N 30 900 30 60 PLANNORTHN WS ECOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT CONSULTANT PROJECT NUMBER: 2019199.00 INDOOR FACILITY AT BADGER FIELDS CLAY TOWNSHIP 5459 E MAIN STREET CARMEL, INDIANA PROJECT ISSUE DATE: 06.08.2020 DRAWN BY: MTP REV. NO. DESCRIPTION DATE 11300453 SOI STATE OF ORPFE S NEER N LA E N G IANAINIDER DAHC I IG S No. TERE DA C NIK.N DCONSTRUCTION DOCUMENTS PROJECT MANAGER: CNK ADDENDUM #1 6/25/2020 ADDENDUM #2 7/1/2020 ADDENDUM #3 7/8/2020 COC REVISIONS 10/5/2020 EMERGENCY FLOOD ROUTING PLAN G3.3 NEW BUILDING FFE = 784.50' 10/22/20