The URL can be used to link to this page

Home My WebLink AboutC300 GRADING PLAN (2)E(A)WWWW W W W W W W W W W W W W W W W WWWWWWWWWWWWW W W W W W W W WDDD D D D D D DDD DDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D DCCCCCCCCCCCCCEEEEE E E E E E E E E EW W WWWWWSTMSTMSTMSTMSTMSTMSTMSTMPROPOSED HOTEL50,321 SFFFE=872.85MFPG=871.90MLAG=871.72GGGGGGGGGGGGGGINSTALL HEAVY DUTYNYOPLAST STRUCTUREWITH 2'X2' GRATETC=870.50INV=868.00CORE DRILL TO CONNECTTO EXISTING INLETINV=867.3065' OF 10" HDPE @ 1.0%ST MEX. PONDWWWWWWWADJUST INLET CASTING TOPROPOSED GRADEADJUST INLET CASTING TOPROPOSED GRADEADJUST INLETCASTING TOPROPOSEDGRADEGENERAL GRADING NOTES1.CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILSFOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TOEARTHMOVING ACTIVITIES.2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS,LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOWFOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT.PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BEAPPLICABLE.3.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITSOF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH ASNOTED IN THE GEOTECHNICAL REPORT.4.AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TODETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. RECOMMENDATIONS FORDRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSEDPAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THEOWNER'S GEOTECHNICAL TESTING REPRESENTATIVE.5.TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING AREASTO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE.6.WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDEADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTUREOF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICALTESTING REPRESENTATIVE FOR RECOMMENDATIONS.7.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHERAPPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUSSUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TOEXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIALWILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS,FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUMDRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILLSECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOTSECTION 211.8.MAXIMUM LAWN SLOPE IS 3:1.9.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OFCONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES,PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUNDCONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS,SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OFUTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (INCOOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THECONTRACTOR.11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.12.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS.13.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUTEXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTTJOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTINGPAVEMENT.14.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OFPAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.15.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDSFOR WORKER SAFETY.16.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OFCONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTORSHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING,REMOVAL OR IMPORTING OF EARTH.17.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION.CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLDWATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NOCOST TO THE OWNER/ DEVELOPER OR ENGINEER.18.ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH THELATEST ADA STANDARDS FOR ACCESSIBLE DESIGN.19.VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEENVERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTHTRANSITIONS.20.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASUREDFROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, ANDSTORM SEWERS IS 18" OR LESS.21.ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTIONPREVENTION PLAN AND LANDSCAPE PLAN.GENERAL NOTES1.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARDAREA AS ESTABLISHED BY THE FEDERAL EMERGENCYMANAGEMENT AGENCY - NATIONAL FLOOD INSURANCEPROGRAM, WHEN PLOTTED BY SCALE ON FLOODINSURANCE RATE MAP #18057C0206G, DATED NOVEMBER19, 2014.BENCHMARK DATAVERTICAL DATUM: NAVD 88 (GEOID 12B)SITE TEMPORARY BENCHMARKS (TBM) ORIGINDERIVED FROM TRIMBLE VRS NOW NETWORK GPSREFERENCE STATION IN_HAMCTBM 500:A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED"SCHNEIDER RANDOM POINT" LOCATEDAPPROXIMATELY CENTER OF SUBJECT PROPERTY.ELEVATION 871.94 (NAVD 88)TBM 501:MAG.NAIL & WASHER STAMPED "SCHNEIDER RANDOMPOINT" SET IN TOP OF CURB, 34 FEET SOUTHEAST OFNORTHWEST CORNER OF THE SUBJECT PROPERTY.ELEVATION 871.51 (NAVD 88)EXISTING AREASPERVIOUS = 3.27 AC.IMPERVIOUS = 0.10 AC.PROPOSED AREASPERVIOUS = 1.38 AC.IMPERVIOUS = 1.99 AC.18" RCP OUTLETDISCHARGE SUMMARYPEAK DISCHARGE (CFS)RETURN PERIOD10 YR.100 YR.6.09ALLOWABLEACTUAL W/OFFSITE23.618.49NET SITE ACREAGE (MINUS ROW)OFF-SITE ACREAGEDETENTION VOLUME REQUIREDDETENTION VOLUME PROVIDED8.22 ACRES1.20 ACRES US 31127,200 CF221,267 (existing) CFC300w190175-C300 gradELECTRICAL RISERGUY ANCHORELECTRIC JUNCTION BOXORNAMENTAL LIGHTGENERATORSTREET LIGHTELECTRIC MANHOLEELECTRIC OUTLETUTILITY POLEUTILITY POLE W/ TRANSFORMERTRANSFORMERCOMMUNICATIONS JUNCTION BOXCOMMUNICATIONS MANHOLECOMMUNICATIONS PEDESTALRIGHT OF WAY LINEFENCEGUARD RAILBOUNDARY LINEFIRE DEPT HOOKUPFIRE HYDRANTPOST INDICATOR VALVECHILLED WATER MANHOLEWATER MANHOLESPRINKLER CONTROL BOXSPRINKLER CONTROL VALVESPRINKLERSPIGOTWELL HEADWATER METERWATER VALVEGAS METERGAS VALVEELECTRIC METERLIQUID PROPANE GAS TANKMONITORING WELLTRAFFIC SIGNAL POLETRAFFIC SIGNALBOLLARDPOSTSIGNPARKING WHEEL STOPDOWN SPOUTACCESSIBLE SPACEGATE POSTCOMMUNICATIONS RISERSTORM CLEANOUTBEEHIVE INLETCURB INLETFLOOR DRAINROUND INLETSQUARE INLETSTORM MANHOLESANITARY SEWER CLEANOUTLIFT STATIONSANITARY SEWER MANHOLESANITARY STUB MARKERPARKING LOT LIGHT (1 HEAD)PARKING LOT LIGHT (2 HEAD)ROW RIGHT OF WAYESMTEASEMENTD.&U.E.DRAINAGE AND UTILITY EASEMENTFFE FINISH FLOOR ELEVATIONTCTOP OF CURBGUTGUTTERCMPCORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEPVC POLYVINYL CHLORIDE PIPEVCP VITRIFIED CLAY PIPEHDPE HIGH DENSITY POLYETHYLENE PIPEDIP DUCTILE IRON PIPESSDSUB SURFACE DRAIN PIPESTMSTORMSANSANITARYSTRSTRUCTURECOCLEANOUTGRADING PLAN LEGENDUTILITIESABBREVIATIONSOTHERLINE TYPESEXISTING SPOT ELEVATIONCURB & GUTTER ELEVATIONPAVEMENT SPOT ELEVATIONGROUND SPOT ELEVATIONFLOW LINEINDEX CONTOURINTERMEDIATE CONTOURSANITARY SEWER MAINSTORM SEWER MAINUNDERGROUND GASUNDERGROUND WATERAERIAL ELECTRICUNDERGROUND ELECTRICUNDERGROUND COMMUNICATIONSAERIAL COMMUNICATIONSOVERHEAD UTILITYFORCE MAINGGGWWE(A)E(A)EEECCCC(A)C(A)OHUOHUFMFMAERIAL FIBER OPTIC CABLEFO(A)FO(A)UNDERGROUND FIBER OPTICFOFOSANITARY SEWER LATERALSANSANROOF DRAINSTMSTMSUB SURFACE DRAINCARMEL REQUIREMENTS1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACEWITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT.2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,LANDSCAPING MOUNDS, FENCES, LIGHT POLES OROTHER SUCH AMENITIES ARE NOT PERMITTED WITHINTHE RIGHT-0F-WAY.3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADEM.F.P.G. OF ALL STRUCTURES FRONTING A POND OROPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVEANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOODELEVATIONS, WHICHEVER IS GREATER, FOR ALLWINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS,AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. 12" ABOVE ADJACENTROADWAY.4.M.L.A.G. = LOWEST ADJACENT GRADE IS THEELEVATION OF THE LOWEST GRADE ADJACENT TO ASTRUCTURE WHEN THE SOIL MEETS THE FOUNDATIONAROUND THE OUTSIDE OF THE STRUCTURE.(INCLUDING STRUCTURAL MEMBERS SUCH ASBASEMENT WALKOUT, PATIOS, DECKS, PORCHES,SUPPORT POST, OR PIERS, AND RIM OF THE WINDOWWELL. 2-FEET ABOVE THE SPILLWAY ELEVATION OFTHE DETENTION FACILITY AND 1-FOOT ABOVE THELOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE.GRADE BREAK LINEFLOW DIRECTION AND SLOPEGRADING PLAN RUSS E L L L. WEBSTER IIPROFESSIONAL ENG INEER R E GI STEREDINDIANAPE11900318STATE OFNO.REVISIONS AND ISSUES Part of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR: 13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO.SHEET NO.CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W19.0175 DATE BY 01.10.2020 SSR DATE: RLWKnow what'sbelow.before you dig.CallRSAAMRAJYA, LLC PLANS SUBMITTED FOR REVIEW 05.15.2019 RLWWSNE ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax W E I H E Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SMRUSSELL L. WEBSTER II, PE No. 11900318PLAN CERTIFICATE NOTE:ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM SEWERS, AND ALL OTHEREXISTING CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER CORP. WEIHEENGINEERS, INC. AND RUSSELL L. WEBSTER II ACCEPT RESPONSIBILITY ONLYFOR THE SITE IMPROVEMENTS RELATED TO THE LIMITED ENGINEERINGSCOPE SHOWN ON THESE PLANS.PLANS REVISED FOR TAC COMMENTS 05.15.2019 RLW PLANS REVISED FOR TAC COMMENTS 11.13.2019 RLW PLANS REVISED FOR TAC COMMENTS 01.10.2020 RLWAPPROVAL PENDINGNOT FOR CONSTRUCTION2 YR.NOT IN REPORTPROVIDEDFROM 20024.71EXISTING STORMSTRUCTURES