HomeMy WebLinkAboutC020.9 - EMERGENCY OVERFLOW 3SEA Group,Land Su rveyors
SEAG rou p, Lan dS urv eyors
MH-ETM02
SSD. RISER
890.01
SSD. RISER
890.70 6" SSD. 146 LFSSD. 146 LF 6" SSD. 260 LF
1.00% SWALE 100LF @ 1.00% SWALE 118LF @ 1.00%SWALE 168 LF @1.00%TOWNE MEADOW DRIVE TOWNE ROADSUTTON AVENUE
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DRAWING NO.
C2.8
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C2.3 GRADING PLAN.dwg 6/13/2019DESCRIPTIONDATE NO. R E V I S I O N S PROJECT 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.comFOR 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 3
SLOPE TO
40'
PAD
FSL
TYPICAL LOT SECTION
2% MIN
5' SIDEWALK
1'
BACK OF
PROPOSED R.O.W.30'REAR PROPERTY LINERSL
20'
REAR SWALE
CURB
08/20/20