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30 L.F. 12" R.C.P. @ 0.30%
15 L.F. 15" R.C.P. @ 0.30%
51 L.F. 15" R.C.P. @ 0.30%161 L.F. 12" R.C.P. @ 0.31%112 L.F. 21" R.C.P. @ 0.18%75 L.F. 12" R.C.P. @ 0.30%100' WIDE TREEPRESERVATIONEASEMENT10' D&U.E.10' B.L.30' T.P.E.& L.B.&R.D.E. 30' T.P.E.& L.B.&R.D.E.20' D&U.E.&RD.E 20' D&U.E.&RD.E VAR. D&U.E.&RD.E
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STA. 0.009BFE 842.91STA. 0.007BFE 842.16DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.FLOODPLAIN MITIGATION AREASC806ADJUST CUT AREA BASED ON COMMENTS01/06/21RBMADUST CUT AREAS01/26/21RBM60160REP-S8
RBM BKR CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA09/16/20JACKSON'S GRANT ON WILLIAMS CREEKSECTION 8LEGEND
APPROXIMATE LIMITS OF ZONE "A" FLOOD HAZARD AREA,
AS SCALED FROM FEMA FLOOD INSURANCE RATE MAP
MAP No.: 18057CO206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY, PER THE WILLIAMS
CREEK HYDRAULIC ANALYSIS PERFORMED BY
CHRISTOPHER B. BURCKE ENGINEERING, Ltd.
PROJECT No. 07-760
APPROXIMATE LIMITS OF FLOODWAY FRINGE, PER THE
WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED BY
CHRISTOPHER B. BURCKE ENGINEERING, Ltd.
PROJECT No. 07-760
BASE FLOOD ELEVATION
FWF(FIRM)
XS #0
BFE=800.0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
CUT AREAS
#1 1,265.62 cyd
#2 730.28 cyd
#3 1,551.47 cyd
TOTAL 3,547.37 cyd
FILL AREAS
#1 311.61 cyd
#2 134.59 cyd
#3 669.59 cyd
TOTAL 1,115.79 cyd
FW
FWF
FILL
AREA #1
FILL
AREA #2
FILL
AREA #3
CUT
AREA #1
CUT
AREA #3
CUT
AREA #2
09/28/21