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Home My WebLink AboutC600 DRAINAGE 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 W CCCCCCCCCCCCCEEEEE E E E E E E E E EW W WWWWWSTMSTMSTMSTMSTMSTMSTMSTMS61°23'48"E 222.18'S28 ° 4 0 ' 5 9 " W 1 9 2 . 7 9 'S61°19'01"E 307.85'S3 0 ° 3 7 ' 3 1 " W 4 1 . 7 1 'S72°09'42"W 123 .18 'S89°03'11"W 423.55'DELTA=10°10'10"R=3036.83'T=270.22'L=539.01'CH BRG=N20°36'00"ECH LEN=538.30'PROPOSED 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. PONDWWWWWWW611164443353LIMITS OF 100-YEARCLOGGED INLETELEV=870.30LIMITS OF 100-YEARCLOGGED INLETELEV=870.80LIMITS OF 100-YEARCLOGGED INLETELEV=870.903DRAINAGE PLAN NOTESDOWNSPOUT/ROOF DRAIN POINT OF CONNNECTION.COORDINATE WITH ARCHITECTURAL PLANS.8" HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF DRAIN@ 1.0% MINIMUM10" HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT @ 1.0%MINIMUM4" SUBSURFACE DRAINS, PERFORATED DUAL WALLED HANCOR HQOR EQUIVALENTRIP-RAP REVETMENT PAD - SEE SHEET C201NATURALIZED POND BANK BMP - REFER TO SHEET C601C600DRAINAGE PLAN w190175-C600 drainage plan1234BOLLARDPOSTSIGNPARKING WHEEL STOPACCESSIBLE SPACEGATE POSTDRAINAGE PLAN LEGENDEMERGENCY FLOOD ROUTEFLOW DIRECTION AND SLOPEGENERAL DRAINAGE NOTES1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS ASOUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FORSTORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES ANDSTORMWATER POLLUTION PREVENTION PLAN.2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS ANDCONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARETO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASENOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAYALSO BE APPLICABLE.3.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUNDLOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALLCONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE INCONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIESWHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THEPLANS.4.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHINTHE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BYTHE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND ASEVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THESURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.5.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATEMAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS.THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORTAND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITHAPPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THECONTRACTOR.6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFYANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITHO.S.H.A. STANDARDS FOR WORKER SAFETY.8.ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OFPAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.9.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, ANDELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. ASRELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/ORDISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.10.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM /SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARYSEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADEPVC.11.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICALSEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEENSANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS.12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURINGCONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIRAND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TOEXISTING CONDITIONS OR BETTER.13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS.14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVEDAREAS.15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENTAND SHALL HAVE TRAFFIC BEARING RING AND COVERS.16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITHPLUMBING DRAWINGS.17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWERINSTALLATION.18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TONEW FINISH GRADE ELEVATIONS.19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TOREMOVE ALL SILT AND DEBRIS.20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TOASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITHPAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POUREDMORTAR CHANNEL FROM INVERT IN TO INVERT OUT.23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BECLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVERTO THE OWNER.24.ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE ORAPPROVED EQUAL.25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS,CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL COMPARABLEWITH STORAGE PIPES.26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEWSTORM SEWER CONNECTION.28.ALL ON-SITE STORM SYSTEM WILL BE PRIVATE.29.ALL MANHOLE AND INLET CASTINGS MUST BE PRE-STAMPED WITH "NODUMPING DRAINS TO WATERWAY."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 CONSTRUCTIONCARMEL REQUIREMENTS1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPINGMOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOTPERMITTED WITHIN THE RIGHT-0F-WAY.3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALLSTRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESSTHAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONALFLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS,DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTUREMEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING.4.M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWESTGRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THEFOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDINGSTRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS,PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL.ELECTRICAL 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 SIGNALDOWN SPOUTCOMMUNICATIONS 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 PIPESTMSTORMSANSANITARYSTRSTRUCTURECOCLEANOUTUTILITIESABBREVIATIONSOTHERLINE TYPESFLOW 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 DRAIN56NATURALIZED POND BANK BMPPONDING LIMITS