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HomeMy WebLinkAboutC020.7 - EMERGENCY OVERFLOW 1TRAILBLAZER COURTJASMINE DRIVE TOWNE MEADOW DRIVE********HPPPP HPPPPHPPPPHPP PP HPPPP HPPPPHPPPP HPP PP HPPPPHPPPPHPPPPHPP PPHPPPPHPPPPHPP PP HPPPP HPPPPHPPPPHPPP P HP PPP HPPPPHPPPPHPPPPHPP P P SEA Group, Land Surveyors SEA Group, Land Surveyors SEA Group, Land SurveyorsMH-KM4076" SSD. 207 LFSSD. RISER896.11SSD. RISER894.69SSD. RISER894.78SSD. RISER893.856" SSD. 309 LFSSD. RISER895.72SSD. RISER894.676" SSD. 204 LFSSD. RISER894.63SSD. RISER894.07SSD. RISER892.086" SSD. 92 LF6" SSD. 294 LF6" SSD. 90 LF6" SSD. 22 LFSSD. RISER892.106" SSD. 190 LF6" SSD. 188 LFSWALE 211LF @ 1.04%6" SSD. 210 LF 6" SSD. 51 LF 6" SSD. 220 LFSWALE 148 LF @ 1.01%SWALE 50 LF @ 0.97%SWALE 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%SWALE 196 LF @ 1.00%SWALE 100 LF @ 1.00%SWALE 228LF @ 1.00%SWALE 100LF @ 1.00%SWALE 234LF @ 1.00%SSD. RISER=891.41INV=890.256" SSD. 201 LFSSD. RISER892.33SSD. RISER892.00|TRAILBLAZER COURTJASMINE DRIVE TOWNE MEADOW DRIVE********NORTHWEST BASIN BMPBOTTOM: 886.50TOB: 891.002-YEAR: 887.1310-YEAR: 887.85100-YEAR: 889.90SOUTHWEST BASIN BMPBOTTOM: 883.92TOB: 890.502-YEAR: 886.5510-YEAR: 887.52100-YEAR: 889.34SPILLWAY: 889.61AA1.00%1.00%1.00%1.00%1.00 %1.00%1. 0 0 %1.00%1.00 %1.00%NORTHWEST BASIN CROSSSECTION SEE SHEET 8.3SOUTHWEST BASIN CROSSSECTION SEE SHEET 8.3EXISTINGWETLANDEXISTINGWETLAND10' ASPHALT PATH TO BEEXTENDED THROUGH HIGHSCHOOL PROPERTY IN THEFUTURE.DRAWING NO.C2.6DESCRIPTIONDATENO. 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 Know what'sbelow.before you dig.CallRN:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C2.3 GRADING PLAN.dwg6/13/2019FOR 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 1