HomeMy WebLinkAboutC205 - ENTRANCE DETAILSC2L8WOODS TO REMAIN0+00
1+00 28+0029+0030+0031+0032+0033+0060' 12 RIGHT-OF-WAY PROPOSEDPER THOROUGHFARE PLAN60'EXISTING GAS PIPELINE EASEMENT(VECTREN ENERGY, INC.)R7.5R30R3030MEDIAN CUTSIGNS89°57'34"E 71.49'
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CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLL12L14L133+00
3+5860' 12 RIGHT-OF-WAY PROPOSEDPER THOROUGHFARE PLAN60'R30R30+98.36'0.00'+15.05'19.89'R30SIGN WIDENED PATHN3°40'06"W 103.89'+15.05'19.89'R+15.05'19.89'R+15.05'19.89'RACCESSIBLE ROUTE TO 111TH STREET CLCLCLCLCLCLCLCLCLCL
CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL CLCLCLCLCLCLCLCLCL10ABCDEFGHJKL151413121110987654321151413121110987654321ABCDEFGHJKLPRELIMINARYNOT FOR CONSTRUCTIONThis drawing is forreview purposes only.1100 Sycamore Street, Suite 200Cincinnati, Ohio 45202 - Ph: 513.984.1070702 N. Capitol AvenueIndianapolis, Indiana 46204Ph: 317.636.3980www.luminaut.com13295 Illinois StreetSuite 142Carmel, IN 46032ENGINEERING, LLCSNELLINGPh: (317) 697-0180www.snellingeng.comIMI HeadquartersNew Build10901 Illinois St.Carmel, IN 46032IN2204601/18/2023GSSSEE PLAN1 TAC REVISIONS 3/8/232ENTRANCE DETAIL - ILLINOIS STREETN40GRAPHIC SCALE IN FEET20060SCALE : 1" = 20'C205C205ENTRANCE DETAILS1ENTRANCE DETAIL - 111TH STREETN40GRAPHIC SCALE IN FEET20060SCALE : 1" = 20'C205CITY OF CARMEL NOTES:1.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BETHE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT INA CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THEDEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLELINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.2.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES ANDBRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT AREINDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TOIMPROVE OR REPLACE ANY DRAINAGE STRUCTURES ANDBRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TOACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTSTO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVEOR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILLBE BORNE BY THE DEVELOPER.3.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BERESTORED/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.4.CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCTBANK IN THE RIGHT -OF-WAY. IN THE EVENT OF CONFLICT WITHTHE PROPOSED IMPROVEMENTS, RELOCATION OF THEDUALDUCT BANK AND ALLASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THESOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEWAND APPROVAL BY THE CITY.5.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-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 INSPECT IONS FOR CERTAIN STAGESOF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTINGAND PROPOSED RIGHT-OF-WAY.CONCRETE CURB TYPE II, SEE STD. DWG. 10-14CURB RAMP, CONCRETE, "ONE-WAY DIRECTIONAL PERPENDICULAR"SEEDING AND MULCH9" REINFORCED CONCRETE ON6" COMPACTED #53 STONE ONSUBGRADE TREATMENT, INDOT TYPE IIISTOP SIGN, SEE DETAIL ON SHEET C6014" REINFORCED CONCRETE ON 6" COMPACTED #53 STONEKEY NOTESDEPRESSED CURB, SEE STD. DWG. 10-23ALL SIGNS WITHIN RIGHT-OF-WAY TO BE INSTALLED BY CARMEL STREET DEPARTMENT.1.5" HMA #11 SURFACE COURSE, TYPE B, ON2.0" HMA #8 BINDER COURSE, TYPE B, ON3.0" HMA #5D BASE COURSE, TYPE B, ONSUBGRADE TREATMENT, INDOT TYPE III7.0" COMPACTED #53 STONE ON4.0" COMPACTED #2 STONE ONALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON.MULTI-USE PATH, SEE STD. DWG. 10-20 ONSHEET C606ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON.SAW CUTSEE STD. DWG. 10-22LEGENDPROPOSED PERFORATED SUBDRAINCLCLCONSTRUCTION LIMITS(CONCRETE CENTER MEDIAN, SEE DETAIL ON C601)SEE DETAIL ON SHEET C607CONCRETE MEDIAN END TREATMENT, SEE STD. DWG. 10-38DECORATIVE CONCRETE, 4", MATCH COLOR AND SCORINGPATTERN OF OPPOSITE MEDIANCONCRETE CURB TYPE III, SEE STD. DWG. 10-1524 IN. WHITE STOP LINE, PREFORMED PLASTIC LINE4 IN. SOLID WHITE THERMOPLASTIC LINE4 IN. DOUBLE YELLOW, PREFORMED PLASTIC LINETURN ARROW, WHITE THERMOPLASTICCONSTRUCTIONLIMITS (TYP)6" SSDCONSTRUCTIONLIMITS (TYP)6" SSD6" SSD UNDERDEPRESSED CURB6" SSD UNDERDEPRESSED CURB6" SSD14141515151516161726262626264545CDD1D1D1GF3SSSSSDDSS16SSSSXXXXYYC115SSS
