HomeMy WebLinkAboutG03_G2.2_Site Plan100'100'180'180'180'100'12'
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4PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT
410.00'21.61'21.97'22.56'1414302326101026262828303030303131281010282730282727272834343429328282832832933536383838113334343439.59'41.24'GENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.4.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.5.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLCONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGESOF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK AND TO REVIEW THEAUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHINTHE EXISTING AND PROPOSED RIGHT-OF-WAY.KEYNOTESASPHALT PAVEMENT - SEE DETAIL A ON SHEET G6.1ASPHALT TO ASPHALT INTERFACE - SEE DETAIL D ON SHEET G6.1SAWCUT EXISTING EDGE OF ASPHALTMONOLITHIC CURB & WALK - SEE DETAIL G ON SHEET G6.1CONCRETE CURB - SEE DETAIL J ON SHEET G6.1EXPANSION JOINT w/SEALANT- SEE DETAIL E ON SHEET G6.1 (TYP.)CONTROL JOINT - SEE DETAIL C & I ON SHEET G6.1 (TYP.)HVAC UNIT PAD - SEE DETAIL H ON SHEET G6.1TRANSFORMER PAD - SEE DETAIL H ON SHEET G6.1LANDSCAPE AREA - SEE LANDSCAPE PLANDETENTION POND - SEE GRADING PLANDUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANSNEW LIGHT POLE & BASE - SEE ELECTRICAL PLANSASPHALT PATH - SEE DETAIL R ON SHEET G6.1CONCRETE STOOP - SEE DETAIL F ON SHEET G6.1CONCRETE BOLLARD - SEE DETAIL B ON SHEET G6.14" WIDE WHITE LINE (TYPICAL)4" WIDE BLUE LINE (TYPICAL)4" WIDE BLUE LINES @ 2'-0" O.C. DIAGONALLY - SEE DETAIL P ON SHEETG6.1PAINTED ADA SYMBOL - SEE DETAIL O ON SHEET G6.1 (TYP.)ADA PARKING SIGN (TYPICAL AT EACH ADA PARKING SPACE) -SEE DETAIL N ON SHEET G6.1PRECAST PARKING BUMPER - SEE DETAIL L ON SHEET G6.1EXISTING ASPHALT TO REMAINADA RAMP - SEE DETAIL Q ON SHEET G6.1BICYCLE RACK - SEE DETAIL H ON SHEET L1.310' WIDE MULTIUSE PATH. SEE DETAIL R ON SHEET G6.1HEAVY DUTY ASPHALT PAVEMENT - PAVEMENT SECTION TO COMPLYWITH CITY OF CARMEL STANDARDS FOR PRIMARY ARTERIAL4" THERMOPLASTIC SOLID WHITE LINE4" THERMOPLASTIC DOUBLE YELLOW LINE3', COMPACTED AGGREGATE #37 SHOULDER, 6" DEEP.(SHOULDER SECTION TO COMPLY WITH CITY OF CARMEL STANDARDS)PAVEMENT TURN ARROW - SEE DETAIL M ON SHEET G6.1PIV - SEE DETAIL A ON SHEET SU4.2SANITARY LIFT STATIONMILL EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMASURFACE, 9.5 mm, PER CITY OF CARMEL STANDARDS.RELOCATED STOP SIGN - SIGN TO COMPLY WITH LATEST EDITION OFTHE MUTCD.RELOCATED MAILBOXESTEMPORARY HAUL ROAD. SEE DETAIL S ON SHEET G6.1RELOCATED SPLIT RAIL FENCETEMPORARY CONSTRUCTION FENCE24' ACCESS GATE12345678910111213141516171819202122232425262728293031323334353637383940INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE LAYOUT PLAN SCALE: 1"= 30'N309003060LEGENDNEW BUILDINGNEW ASPHALT PAVEMENT NEW CONCRETE SIDEWALKASPHALT MILL AND RESURFACEPLAN
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SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENG
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SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020TLF, Inc.3901 West 86th StreetIndianapolis, IN. 46268Phone: 317-334-1500Fax: 317-334-1552TLF Project No. 2019-199SITE LAYOUT PLAN NORTHG2.2SEE SHEET G2.1 FOR CONTINUATION