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HomeMy WebLinkAboutC020.8 - EMERGENCY OVERFLOW 2HPP P P HPP P P HPP P P HPP P P HPP P P H PPP P HPP P P H P PP P HPP P P HPP P P H P PPP HP PP P HP PPP HPP P P HPP PP HPP P P HPP P P HPP P P HPP PP HPP P P HP P PP HPP P P HPP P P HPP P P HPP P P H PP PP HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P H PPP P HPP P P H PPP P HPP P P H PPP P HPP P P H PPP P HPP P P H PPP P HPP P P HPP P P HPP P P H PPP P H P PPP H PPP P H P PPP H PPP P H P PPP HPP P P H P PPP HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P HPP P P H PPP P HPP P P HPP P P H PP PP HPP P P HP P PP HP PPP HPP P P HPP P P HP PPP HPP P P HPP P P HPP P P HPP P P H P PPP HPP P P HPP P P H P PPP HPP P P HP P PP HPP P P HPP P P HPP P P HPP P P H PPP P HPP P P HPP P P HP PP P H P PPP HPP P P HPP P P H PP PP H PPP P HPP PP HPP P P HPP P P HPP P P HPP P P H PPP P MH-ETM04MH-ETM05 MH-ETM03 SSD. RISER 892.10 SSD. RISER 892.18 6" SSD. 190 LF 6" SSD. 188 LF SSD. RISER 890.70 SSD. RISER 891.32 6" SSD. 194 LF 6" SSD. 146 LF SWALE 99LF @ 1.00% WALE 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. RISER 893.07 6" SSD. 93 LF 6" SSD. 296 LF SSD. RISER 891.00 6" SSD. 170 LF SWALE 170LF @ 0.60% SSD. RISER=891.41 INV=890.25 SSD. RISER=892.78 INV=890.48 6" SSD. 201 LF SSD. RISER=891.28 INV=888.17 6" SSD. 143 LF MH-ETM12 SWALE 198LF @ 1.00% MH-ETM13 TOWNE MEADOW DRIVE * * * * SOUTHWEST BASIN BMP BOTTOM: 883.92 TOB: 890.50 2-YEAR: 886.55 10-YEAR: 887.52 100-YEAR: 889.34 SPILLWAY: 889.61 SOUTHEAST BASIN BMP BOTTOM: 882.50 TOB: 889.00 2-YEAR: 885.62 10-YEAR: 886.20 100-YEAR: 886.64 SPILLWAY: 888.00 B B A A 1 .00%1. 0 0 %1. 0 0%1.00%1. 0 0%1.00%1.00% BASIN CROSS SHEET 8.3 SOUTHEAST BASIN CROSS SECTION SEE SHEET 8.3 SOUTHWEST BASIN CROSS SECTION SEE SHEET 8.3 PATH TO BE THROUGH HIGH PROPERTY IN THE Know what'sbelow. before you dig. Call R DRAWING NO. C2.7 N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C2.3 GRADING PLAN.dwg 6/13/2019DESCRIPTIONDATENO. 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 MEADOWDESCRIPTIONDATENO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comFOR CONTINUATION SEE SHEET 2.6NOTES: 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%.FOR CONTINUATION SEE SHEET 2.8KEY MAP N.T.S. AREA 2 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