HomeMy WebLinkAboutG06_G3.4_Pad Grading PlanPROPOSED 50' DRAINAGE& UTILITY EASEMENT
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FPST-203ST-104ST-BMP-1ST-101ST-102ST-103ST-204ST-200ST-106785786785784785786787788789789788787786785783783777776772773782776777775774771772777776773776ST-105ST-201CONSTRUCTION LIMITS785784
781 782 774774775 779 POND STORM ELEVATIONS100 YR (DESIGN) = 779.39100 YR (6" ORIFICE) = 779.2810 YR (DESIGN) = 777.0810 YR (6" ORIFICE) = 776.841% SLOPE 782784783786786786786786786786784784784784783783775777778776779780781782783
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785GENERAL NOTES1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY, TOPOGRAPHIC, ANDDATUM REFERENCE SURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.4.SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.5.DRAINAGE SYSTEM TO BE PRIVATE.6.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.7.NAVD 88 USED FOR ELEVATIONSLEGENDCLEANOUTSANITARY SEWERSTORM SEWERMANHOLE / INLETWATER LINEGUTTER ELEV.TOP/CURB ELEV.600.50600.00650.00SPOT ELEVATIONCURB SPOT ELEVATIONMATCH EXISTING GRADEMEGSEED DISTURBED AREAGRADING PLAN SCALE: 1"= 30'N309003060PLAN
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SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENG
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SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKPAD GRADING PLANG3.4SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.INLETS, 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!