HomeMy WebLinkAboutC020.7 - EMERGENCY OVERFLOW 1HPP
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SEA Group,Land Su rveyo rs
SEA Group,Land Su rveyo rs
SE A Gro up,La nd Su rvey ors
MH-KM4076" SSD. 207 LF SSD. RISER
896.11
SSD. RISER
894.69
SSD. RISER
894.78
SSD. RISER
893.85
6" SSD . 309 LF
SSD. RISER
895.72
SSD. RISER
894.67
6" SSD. 204 LF
SSD. RISER
894.63
SSD. RISER
894.07
SSD. RISER
892.08
6" SSD. 92 LF
6" SSD. 294 LF
6" SSD. 90 LF 6" SSD. 22 LF
SSD. RISER
892.10
6" S6" SSD. 188 LF SWALE 211LF @ 1.04% 6" SSD. 210 LF6" SSD. 51 LF6" SSD. 220 LF
SWALE 148 LF @ 1.01% SWALE 50 LF @ 0.97%
SWAL
E 119 LF @ 1.00%
SWALE 227 LF @ 1.00%SWALE 211 LF @ 1.00% SWALE 124 LF @ 1.00%
SWALE 300 LF @ 1.00% SWALE 100 LF @ 1.00%
SWAL
E 196 LF @ 1.00%
SWALE 100 LF @ 1.00%
SWALE 228LF @ 1.00% SWALE 100LF @ 1.00% SWALE 234LF @ 1.00%
SSD. RISER=891.41
INV=890.25
6" SSD.
SSD. RISER
892.33
SSD. RISER
892.00
|TRAILBLAZER COURT
JASMINE DRIVETO WNE MEADOW D
* *
*
*
**
*
*
NORTHWEST BASIN BMP
BOTTOM: 886.50
TOB: 891.00
2-YEAR: 887.13
10-YEAR: 887.85
100-YEAR: 889.90
SOUTHWEST BASIN BMP
BOTTOM: 883.92
TOB: 890.50
2-YEAR: 886.55
10-YEAR: 887.52
100-YEAR: 889.34
SPILLWAY: 889.61
A
A
1.00%
1
.
00
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0
0%
1.
0
0%1.00%1
.
0
0
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1.
0
0%1.00%1.
0
0%
NORTHWEST BASIN CROSS
SECTION SEE SHEET 8.3
SOUTHWEST BASIN CROSS
SECTION SEE SHEET 8.3
EXISTING
WETLAND
EXISTING
WETLAND
10' ASPHALT PATH TO BE
EXTENDED THROUGH HIGH
SCHOOL PROPERTY IN THE
FUTURE.
DRAWING NO.
C2.6DESCRIPTIONDATENO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018JORPLDJORCARMEL INDIANAEMERGENCY FLOOD ROUTEESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comKnow what'sbelow.
before you dig. Call
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N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C2.3 GRADING PLAN.dwg 6/13/2019FOR CONTINUATION SEE SHEET 2.7NOTES:
1. T.C. ELEVATIONS WITHIN OR ALONG CURB
AND GUTTER REFER TO TOP OF CURB /
CASTING ELEVATIONS UNLESS OTHERWISE
NOTED.
2. ALL ELEVATIONS SHOWN DEPICT FINISHED
GRADE UNLESS OTHERWISE NOTED.
SUBTRACT TOPSOIL THICKNESS OR
PAVEMENT SECTION TO ESTABLISH
SUBGRADE ELEVATIONS.
3. PROVIDE 1.50% CROSS SLOPE AND 4.00%
MAXIMUM LONGITUDINAL SLOPE ON ALL
SIDEWALKS AND PEDESTRIAN PATHS
UNLESS OTHERWISE INDICATED. PLEASE
NOTE THAT THE ILLINOIS ACCESSIBILITY
CODE REQUIRES A MAXIMUM
CONSTRUCTED CROSS SLOPE OF 2.00%
AND LONGITUDINAL SLOPE OF 5.00%.
KEY MAP
N.T.S.
AREA 1
08/20/20