HomeMy WebLinkAboutC200 W190313 SITE PLAN 2020.02.07BROAD STREET BROUGHTON STREETPOINT OFBEGINNINGS00°08'09"E 64.00'S00°08'09"E 55.00'S89°51'51"W 59.00'N00°08'09"W 43.64'N00°08'09"W10.36'N89°51'51"E21.84'N89°51'51"E 48.16'S89°51'51"W11.00'N00°08'09"W1.00'ZONE: PUDZONE: PUDZONE: PUD10' BSL
BUILDINGGFA = 2600 S.F.FFE = 899.00LOCAL ELEV=897.66(CLOSEST INLET CASTING)POND #8 100-YR ELEV=889.25M.F.P.G.=891.25M.L.A.G.=898.24WWWWWWWWH3H2H2H4H2H2C200SITE PLAN
w190313-C200 site SITE PLAN GENERAL NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, ORVERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THERESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTINGCONSTRUCTION.2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OFWORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THEBIDDING CONTRACTORS.3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART"P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. INADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRETHE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTEREDPROFESSIONAL ENGINEER.4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTORTO MAINTAIN 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 THECONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT.8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURBOR FACE OF BUILDING.9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDINGDIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDINGFROM THESE 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 CURBSTO MATCH 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 RESPONSIBLEFOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESEPLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALLNOTIFY THE ENGINEER 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 FREEOF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENTSHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREASWHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALLAREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGEDDURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS,SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK ISCOMPLETE.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 OTHERWISENOTED.SITE DATASITE AREA = 0.08 ACBUILDING AREA = 2600 SFPERCENT IMPERVIOUS = 92%ZONING = PUDFRONT YARD BSL REQUIRED = 10 FTSITE PLAN NOTESHARDSCAPECONCRETE STOOPCONCRETE SIDEWALKEXISTING PARKING TO REMAINLANDSCAPE/MULCH BEDSH1H2H3H4ELECTRICAL RISERGUY ANCHORELECTRIC JUNCTION BOXORNAMENTAL LIGHTGENERATORSTREET LIGHTELECTRIC MANHOLEUTILITY POLEUTILITY POLE W/ TRANSFORMERTRANSFORMERCOMMUNICATIONS JUNCTION BOXCOMMUNICATIONS MANHOLECOMMUNICATIONS PEDESTALRIGHT OF WAY LINEFENCEBUILDING SETBACK LINEBOUNDARY LINEFIRE DEPT HOOKUPFIRE HYDRANTPOST INDICATOR VALVEWATER MANHOLEWATER METERWATER VALVEGAS METERGAS VALVEELECTRIC METERLIQUID PROPANE GAS TANKMONITORING WELLTRAFFIC SIGNAL POLETRAFFIC SIGNALBOLLARDPARKING METERSIGNPARKING WHEEL STOPDOWN SPOUTACCESSIBLE SPACEGATE POSTCOMMUNICATIONS RISERSTORM CLEANOUTBEEHIVE INLETCURB INLETFLOOR DRAINROUND INLETSQUARE INLETSTORM MANHOLESANITARY SEWER CLEANOUTSANITARY SEWER MANHOLEPARKING LOT LIGHT (1 HEAD)ROW RIGHT OF WAYBSL BUILDING SETBACK LINEESMTEASEMENTD.&U.E.DRAINAGE AND UTILITY EASEMENTFFE FINISH FLOOR ELEVATION12PARKING COUNTSITE PLAN LEGENDUTILITIESABBREVIATIONSOTHERLINE TYPESSECTION LINEREVISIONS AND ISSUES
Part of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0313PREPARED FOR:
BROAD STREET AND PART OF BLOCK D, LOT 45, VILLAGE OF WEST CLAYPROJECT NO.SHEET NO.CHECKED BY:
DRAWN BY:
RLW
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0313
DATE BY
02.04.2020
MLT
DATE:
RLWKnow what'sbelow.before you dig.CallREMERICK ORTHODONTICS
SITE PLAN FOR STATE RELEASE 02.04.2020 RLWWSNE
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
W E I H E
Land Surveying | Civil Engineering
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ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
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GISTEREDINDIANAPE11900318STATE OFNO.RUSSELL L. WEBSTER II, PE No. 119003182/7/2020