HomeMy WebLinkAboutC301 COMPENSATORY STORAGE COMPENSATORY STORAGE - B
810
815
820
810
815
820
0+000+250+500+65STM STM
STMSTMSTMSTMSTMSTMSTMS
T
M
S
T
M
S
T
M
ATM
TUBE
TUBE
E(A)E(A)E(A)E(A)E(A)WESTFIELD BLVD71.46'x61.83'
OFFICE / RETAIL SPACE
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2
COMPENSATORY STORAGE - A
810
815
820
810
815
820
0+000+250+500+55 COMPENSATORY STORAGE - C
810
815
820
810
815
820
0+000+250+500+70 COMPENSATORY STORAGE - E
810
815
820
810
815
820
0+000+250+40 COMPENSATORY STORAGE - F
810
815
820
810
815
820
0+000+250+40 COMPENSATORY STORAGE - G
808
810
815
808
810
815
0+000+250+45 COMPENSATORY STORAGE - D
810
815
820
810
815
820
0+000+250+45 COMPENSATORY STORAGE - H
810
815
820
810
815
820
0+000+250+30C301COMPENSATORY STORAGEREVISIONS AND ISSUESPart of the NW/4 of Section 06, Township 17 North, Range 4 East, Delaware Township, Hamilton County, IndianaW220335PREPARED FOR:1701 E. 116TH STREET PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:TASDESIGNED BY:DWG NAME:PROJECT NO.:W220335DATEBY09.14.2022SSRDATE:TASKnow what's below.
before you dig.Call
R
CARMEL OFFICE BUILDINGRevised site based on Carmel comments and building changes2023-02-24SR/MSREVISIONS PER ADLS REVIEW 2023-06-05SSRENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMLEGEND
EXISTING GRADE
FINISHED GRADE BBPROFILE AT SECTION B-B
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S
N
E
PROFILE AT SECTION A-A
PROFILE AT SECTION C-C AACCPROFILE AT SECTION E-E PROFILE AT SECTION F-F PROFILE AT SECTION G-G
D
D
F
F
G
G
E
E
PROFILE AT SECTION D-D
PROPOSED SURFACE TO BFE (814.00)
General
Revision number 0
Number of points 58982
Minimum X coordinate 199137.000'
Minimum Y coordinate 1714870.000'
Maximum X coordinate 199425.000'
Maximum Y coordinate 1715189.000'
Minimum elevation -6.000'
Maximum elevation5.670'
Mean elevation 4.115'
Grid
X spacing 1.000'
Y spacing 1.000'
Orientation N00° 00' 00.00"E
Volume
Base Surface 814 plane (1)
Comparison Surface Proposed Surface
Cut Factor 1.000
Fill Factor 1.000
Cut volume (adjusted)94.15 Cu. Yd.
Fill volume (adjusted)8989.70 Cu. Yd.
Net volume (adjusted)8895.55 Cu. Yd.<Fill>
Cut volume (unadjusted)94.15 Cu. Yd.
Fill volume (unadjusted)8989.70 Cu. Yd.
Net volume (unadjusted)8895.55 Cu. Yd.<Fill>
EXISTING SURFACE TO BFE (814.00)
General
Revision number 0
Number of points 58953
Minimum X coordinate 199137.000'
Minimum Y coordinate 1714870.000'
Maximum X coordinate 199426.000'
Maximum Y coordinate 1715189.000'
Minimum elevation -5.676'
Maximum elevation13.125'
Mean elevation 3.369'
Grid
X spacing 1.000'
Y spacing 1.000'
Orientation N00° 00' 00.00"E
Volume
Base Surface 814 plane (1)
Comparison Surface Existing
Cut Factor 1.000
Fill Factor 1.000
Cut volume (adjusted)150.67 Cu. Yd.
Fill volume (adjusted)7429.87 Cu. Yd.
Net volume (adjusted)7279.19 Cu. Yd.<Fill>
Cut volume (unadjusted)150.67 Cu. Yd.
Fill volume (unadjusted)7429.87 Cu. Yd.
Net volume (unadjusted)7279.19 Cu. Yd.<Fill>
Alternative Calculation Method:
AutoCAD Civil 3D was used to compare the three-dimensional surfaces to determine the available flood storage volume.
The information below was generated from a "grid-volume" surface analysis comparing the existing or proposed surface to
the Base Flood Elevation (BFE). In each scenario, the BFE was used as the "base surface". Therefore the "Cut Volume
(adjusted)" represents the available volume below the BFE (814.00) and above the existing or proposed surface.
The existing flood storage volume = 150.67 CY
The proposed flood storage volume = 94.15 CY
Calculated Compensatory Storage Ratio = 0.62 : 1
PROFILE AT SECTION H-HHHFILL AREA
CUT AREA