HomeMy WebLinkAboutC240 - Grading Plan - SOUTHEAST - G2.4TBM#3 = 803.80SMOKEY ROW ROAD / E 136TH STREETSMOKEY ROW ROAD / E 136TH STREETKEYSTONE AVENUE / S.R. 431PROPERTY LINEPROPERTY LINE80.00' EMERGENCY SPILLWAYST-124TOR: 805.60ST-125End SectionINV. 799.54 (NW)ST-210TOR: 808.55ST-209TOR: 808.26ST-212End SectionINV. 797.83 (NW)ST-211TOR: 808.64ST-401RIM. = 802.65'INV. 797.22 (SW)ST-211ATOR: 808.33804.65MEG 804.65MEG 804.65804.65804.65804.65804.65804.65804.65804.65804.65804.65MEG 808.31MEG 808.63MEG 808.56MEG 809.06810.17810.05810.08809.94TC 809.82BC 809.32MEG 809.01MEG 809.63MEG 809.74MEG 809.54MEG 810.04MEG 799.00FL 799.54MEG 809.31MEG 809.72MEG 809.71MEG 809.25MEG 808.56MEG 808.59MEG 808.60MEG 808.45MEG 809.05MEG 809.07MEG 808.65MEG 808.56804.65802.65802.65MEG 808.15DRY DETENTION BASINTOTAL CONTRIBUTING AREA = 45.26 ACRESBOTTOM OF POND = 797.83TOP OF BANK = 804.6510 YEAR ELEVATION = 801.5010 YEAR RELEASE RATE = 4.49 CFS10 YEAR STORAGE VOLUME = 4.65 AC/FT100 YEAR ELEVATION = 802.65100 YEAR RELEASE RATE = 12.65 CFS100 YEAR STORAGE VOLUME = 9.91 AC/FTINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080G2.4GRADING PLAN - SOUTHEASTGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINETOP OF WALLEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONAPPROXIMATE LIMITS OF CONSTRUCTIONMEGTCBCEPTCBC750.65FLTW1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 04.26.2023CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SEE SITE PLAN - NORTHEAST - G2.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE PLAN - SOUTH - G2.1
1REGULATORY REVIEW1-18-20232ADDENDUM #11-25-20233TAC RESPONSE03-17-20234SSB FINAL CD'S4-26-202355-5-2023TAC RESPONSE65-24-2023TAC RESPONSE