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Home My WebLink AboutC200 SITE PLAN (2)DD D D D D D D DDD DDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D141414141415S61°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=871.72EX. POND11E(A)P4P4P4P4P4H1H1H1H1H1H1H1H2H2B1B2B2B2H6H6H6H6H6H6H3H3H8H7H9A2A2A3S2TYP.S3H8H7S3H7H8H7H7H7H8H8H7S3S3S3S4TYP.S4TYP.S4TYP.S4TYP.S5TYP.A2A2A2A2H10P3P3P3P3H1H6H1H1H1S6S6S6H9P2H7C200SITE PLAN w190175-C200 site SITE PLAN GENERAL NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYINGTHAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVECITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OFWORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDINGCONTRACTORS.3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDSFOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TOALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION,EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGNOF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TOMAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT.5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TOAPPLICABLE LOCAL STANDARDS.6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCEONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTIONMEANS AND METHODS ASSOCIATED WITH THE PROJECT.8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB ORFACE OF BUILDING.9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDINGDIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROMTHESE PLANS.10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IFAPPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE ASREQUIRED.11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TOMATCH WITHIN A MIN. OF THREE (3) FEET.12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ONACTUAL FIELD LAYOUT COORDINATES.13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TOSTART OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FORALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANSFROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THEENGINEER IMMEDIATELY.14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTINGAREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETSEXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OFALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BEPROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEWASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALLAREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURINGCONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, ORSUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE.16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTYCORNER MONUMENTS DURING CONSTRUCTION.17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS.18.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED.19.ALL ON-SITE STORM SYSTEM WILL BE PRIVATE.SITE DATASITE AREA = 3.37 ACBUILDING AREA TOTAL=50,321 SFPERCENT IMPERVIOUS = 59%ZONING = MCREAR YARD BSL REQUIRED = 20 FTREAR YARD BUFFER = 15 FTSIDE YARD BSL REQUIRED = 15 FTSIDE YARD BUFFER = 20 FTPARKING REQUIRED:PARKING REQUIREMENT: 1 PER 200 SF OFCOMMERCIAL, 1 PER HOTEL ROOM6318200=32, 102 ROOMSPARKING REQUIRED = 134 SPACESPARKING DIMENSIONS = 9'x18', 9'x20'BIKE PARKING REQUIREDSHORT TERM = 4 SPACES (6 PROVIDED)LONG TERM = 7 SPACES WITHIN BUILDINGPARKING PROVIDED:91 - NEW STANDARD SPACES5 - NEW ADA SPACES96 - TOTAL NEW SPACESREMAINDER OF REQUIRED PARKING ISSATISFIED BY RECIPROCAL PARKINGAGREEMENT (DMS 4483639v3) FOR THE ENTIRECMC DEVELOPMENT.SITE PLAN NOTESPAVEMENTSTANDARD DUTY ASPHALT PAVINGSTANDARD DUTY CONCRETE WITH 1' CHAMFERED CORNERSSTORM INLET WITH CONCRETE APRON SHOWN ON SHEET C302MATCH EXISTING PAVEMENTHARDSCAPE6" STRAIGHT CURBINTEGRAL WALK AND CURBMATCH EXISTING CURBTAPER CURB WITHIN 3 FEETCONCRETE PARKING BARRIERCONCRETE SIDEWALKACCESSIBLE RAMPPAVEMENT FLUSH WITH SIDEWALKTRANSFORMER PAD LOCATIONCONCRETE FLUME THROUGH CURBBUILDING ACCESSORIESDUMPSTER ENCLOSURECANOPY/PORTE COCHERE/AWNINGACCESSORIESBOLLARDLIGHT POLE AND BASEBIKE PARKINGSIGNAGE & MARKINGSPOLE/GROUND SIGN LOCATIONACCESSIBLE PARKING SPACEPEDESTRIAN CROSSWALK4" PAINTED WHITE SOLID LINES (TYP)4" PAINTED WHITE SOLID LINE ISLANDNATIVE PLANTING PROTECTIVE SIGNAGEH1H2H3H4H5H6H7H8H9B1B2A1A2A3S1S2S3S4S5P1P2P3P4RUS SE 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 FO R CON S T RU C T IONELECTRICAL RISERGUY ANCHORELECTRIC JUNCTION BOXORNAMENTAL LIGHTGENERATORSTREET LIGHTELECTRIC MANHOLEELECTRIC OUTLETUTILITY POLEUTILITY POLE W/ TRANSFORMERTRANSFORMERCOMMUNICATIONS JUNCTION BOXCOMMUNICATIONS MANHOLECOMMUNICATIONS PEDESTALRIGHT OF WAY LINEFENCEGUARD RAILBUILDING SETBACK LINEBOUNDARY LINEFIRE DEPT HOOKUPFIRE HYDRANTPOST INDICATOR VALVEWATER METERWATER VALVEGAS METERGAS VALVEELECTRIC METERLIQUID PROPANE GAS TANKMONITORING WELLTRAFFIC SIGNAL POLETRAFFIC SIGNALBOLLARDPARKING METERPOSTSIGNPARKING 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 (3 HEAD)PARKING LOT LIGHT (4 HEAD)PARKING LOT LIGHT (2 HEAD)CONCRETE PAVEMENTROW RIGHT OF WAYBSL BUILDING SETBACK LINEESMTEASEMENTD.&U.E.DRAINAGE AND UTILITY EASEMENTFFE FINISH FLOOR ELEVATION12PARKING COUNTSTANDARD DUTY ASPHALTSTONEPAVEMENTSITE PLAN LEGENDUTILITIESABBREVIATIONSOTHERLINE TYPESSECTION LINEP1P1P1P1P1P1P1P1P1P2H10S6