HomeMy WebLinkAboutCivil Plans 4.8.19 6N89°06'43"E 199.96'S23°07'09"E 133.50'N00°14'29"E 116.40'N89°06'43"E 252.54'N00°09'18"E 239.99'MAIN STREETGRAND BLVD.7PROPOSED BUILDINGGFA=11,350FFE=871.208141458998EXISTING FIRE HYDRANTEXISTING FIRE HYDRANTH1H1H1H1H1H1H1H3H3H3H4H4H4H4H5H5H6H6H7H7H7H7H7H8H8S3P5H9H10S2H12H12P4S4TYP.P4P4P4P4A2P1P1P1P1P1H11A3A1P3S4TYP.S4TYP.S5S4TYP.H9H10H9H10S2P5S3P2H9H10A4S5S5H8H3ELECTRIC METERCOMM. CONNECTIONGASMETERELECTRIC METERH2H2WATER METERA5A5A5A510' BSL10' BSL10' BSLH9H10A6A6P1P1A2A2H3H7H7H7H9H10H7C200SITE PLAN
w180605-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 SCOPEOF WORK 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 CONFORMTO APPLICABLE 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 INTHESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTORSHALL NOTIFY 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 = 1.32 ACBUILDING AREA = 11,350 SFPERCENT IMPERVIOUS = 83%ZONING = PUDFRONT YARD BSL REQUIRED = 10 FT, 4 FTREAR YARD BSL REQUIRED = 5 FTSIDE YARD BSL REQUIRED = 4 FTPARKING REQUIRED:PARKING REQUIREMENT: 1 PER 400 SFPARKING REQUIRED = 29 SPACESPARKING DIMENSIONS = 9' x 20', 10'X18'BIKE PARKING PROVIDED = 6 LOOPSPARKING PROVIDED:77- STANDARD SPACES4 - ADA SPACES81 - TOTAL SPACESSITE PLAN NOTESPAVEMENTSTANDARD DUTY ASPHALT PAVINGRIGHT-OF-WAY CONCRETESTANDARD DUTY CONCRETE WITH 1' CHAMFERED CORNERSSTORM INLET WITH CONCRETE APRON SHOWN ON SHEET C302MATCH EXISTING PAVEMENTHARDSCAPE6" STRAIGHT CURBPROPOSED PATIOINTEGRAL WALK AND CURBMATCH EXISTING CURBTAPER CURB WITHIN 3 FEETCONCRETE PARKING BARRIERCONCRETE SIDEWALKMULTI-USE PATHACCESSIBLE RAMPPAVEMENT FLUSH WITH SIDEWALKEXISTING TRANSFORMER PAD LOCATIONCURB TURNOUTACCESSORIESBOLLARDBIKE RACKDUMPSTER ENCLOSUREGROUND SIGNMASONRY SCREEN WALL. REFER TO DETAIL ON SHEET C201HANDRAIL ON BOTH SIDES OF RAMPSIGNAGE & MARKINGSACCESSIBLE PARKING SPACESTOP SIGNPEDESTRIAN CROSSWALK4" PAINTED WHITE SOLID LINES (TYP)4" PAINTED WHITE SOLID LINE ISLANDH1H2H3H4H5H6H7H8H9H10H11A1A2A3S1S2S3S4S5P1P2P3P4P5ELECTRICAL 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 VALVECHILLED WATER MANHOLEWATER MANHOLESPRINKLER CONTROL BOXSPRINKLER CONTROL VALVESPRINKLERSPIGOTWELL HEADWATER METERWATER VALVEGAS METERGAS VALVEELECTRIC METERTRAFFIC SIGNAL POLETRAFFIC SIGNALBOLLARDSIGNPARKING WHEEL STOPDOWN SPOUTACCESSIBLE SPACECOMMUNICATIONS 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 ASPHALTPAVEMENTSITE PLAN LEGENDUTILITIESABBREVIATIONSOTHERLINE TYPESSECTION LINEREVISIONS AND ISSUES
Part of SE/4, Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, INW18.0605PREPARED FOR:
SOUTHWEST CORNER OF GRAND & MAIN, CARMEL, INPROJECT NO.SHEET NO.CHECKED BY:
DRAWN BY:
RLW
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W18.0605
DATE BY
SSR
DATE:
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SUBMITTED FOR TAC REVIEW 10.20.2017 RLWWSNESTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
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.SM
PLANS REVISED FOR CARMEL TAC COMMENTS 12.08.2017 RLW
PLANS REVISED FOR REVIEW COMMENTS 01.23.2018 RLW
04.08.2019
PLANS REVISED FOR REVIEW COMMENTS 02.12.2018 RLW
PLANS UPDATED FOR STUDIO M ARCHITECTS 04.08.2019 RLW H12A4A5A6