HomeMy WebLinkAboutC020.8 - EMERGENCY OVERFLOW 2TOWNE MEADOW DRIVE****HPPP
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PPP MH-ETM04MH-ETM05MH-ETM03SSD. RISER892.10SSD. RISER892.186" SSD. 190 LF6" SSD. 188 LFSSD. RISER890.70SSD. RISER891.326" SSD. 194 LF6" SSD. 146 LFSWALE 99LF @ 1.00%SWALE 148 LF @ 1.01%SWALE 50 LF @ 0.97%SWALE 100 LF @ 1.00%SWALE 100 LF @ 1.00%SWALE 296LF @ 1.00%SWALE 100 LF @ 1.00%SSD. RISER893.076" SSD. 93 LF6" SSD. 296 LFSSD. RISER891.006" SSD. 170 LFSWALE 170LF @ 0.60%SSD. RISER=891.41INV=890.25SSD. RISER=892.78INV=890.486" SSD. 201 LFSSD. RISER=891.28INV=888.176" SSD. 143 LFMH-ETM12SWALE 198LF @ 1.00%MH-ETM13TOWNE MEADOW DRIVE****SOUTHWEST BASIN BMPBOTTOM: 883.92TOB: 890.502-YEAR: 886.5510-YEAR: 887.52100-YEAR: 889.34SPILLWAY: 889.61SOUTHEAST BASIN BMPBOTTOM: 882.50TOB: 889.002-YEAR: 885.6210-YEAR: 886.20100-YEAR: 886.64SPILLWAY: 888.00BBAA1.00%1.00%1.00%1.00
%1.00%1.
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0%NORTHWEST BASIN CROSSSECTION SEE SHEET 8.3SOUTHEAST BASIN CROSSSECTION SEE SHEET 8.3SOUTHWEST BASIN CROSSSECTION SEE SHEET 8.310' ASPHALT PATH TO BEEXTENDED THROUGH HIGHSCHOOL PROPERTY IN THEKnow what'sbelow.before you dig.CallRDRAWING NO.C2.7N:\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 2.6
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%.FOR CONTINUATION SEE SHEET 2.8
KEY MAPN.T.S.AREA 2SLOPE TO 40'PADFSLTYPICAL LOT SECTION2% MIN5' SIDEWALK1'BACK OF PROPOSED R.O.W.30'REAR PROPERTY LINE
RSL20'REAR SWALECURB