HomeMy WebLinkAboutC020.9 - EMERGENCY OVERFLOW 3TOWNE MEADOW DRIVETOWNE ROADSUTTON AVENUE**SEA Group, Land Surveyors SEA Group, Land SurveyorsMH-ETM02SSD. RISER890.01SSD. RISER890.706" SSD. 146 LF6" SSD. 146 LF6" SSD. 260 LFSWALE 99LF @ 1.00%SWALE 100LF @ 1.00%SWALE 118LF @ 1.00%SWALE 168 LF @1.00%TOWNE MEADOW DRIVETOWNE ROADSUTTON AVENUE**1.00%1.00%1.00%Know what'sbelow.before you dig.CallRDRAWING NO.C2.8N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C2.3 GRADING PLAN.dwg6/13/2019DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:18414 DECEMBER 14, 2018
JOR
PLD
JOR
CARMEL INDIANA
EMERGENCY FLOOD ROUTE
ESTATES AT TOWNE MEADOW
DESCRIPTIONDATENO.
619 N Pennsylvania St
Indianapolis, IN 46204
317.423.0690 phone
www.v3co.com
FOR CONTINUATION SEE SHEET 2.7
NOTES:1. T.C. ELEVATIONS WITHIN OR ALONG CURBAND GUTTER REFER TO TOP OF CURB / CASTING ELEVATIONS UNLESS OTHERWISENOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHEDGRADE UNLESS OTHERWISE NOTED.SUBTRACT TOPSOIL THICKNESS ORPAVEMENT SECTION TO ESTABLISHSUBGRADE ELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHSUNLESS OTHERWISE INDICATED. PLEASENOTE THAT THE ILLINOIS ACCESSIBILITYCODE REQUIRES A MAXIMUMCONSTRUCTED CROSS SLOPE OF 2.00%AND LONGITUDINAL SLOPE OF 5.00%.KEY MAPN.T.S.AREA 3SLOPE TO 40'PADFSLTYPICAL LOT SECTION2% MIN5' SIDEWALK1'BACK OF PROPOSED R.O.W.30'REAR PROPERTY LINE
RSL20'REAR SWALECURB