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Demo & Site Plan_Stamped Approved2 2 2 2 2 2 2 1 1 1 1 1 3 3 3 4 4 4 5 6 7 7 7 7 8 8891890 8 9 0 8918919 COORDINATE ALL DEMOLITION ONBUILDING WITH ARCHITECTURAL PLANS9 9 9 COORDINATE ALL DEMOLITION ON BUILDING WITH ARCHITECTURAL PLANS MATCHLINE - SEE SHEET C3.1 MATCHLINE - SEE SHEET C3.0 PROPOSED ADDITION ±10,440 SF EXISTING BUILDING EXISTING BUILDING 46.5' 6.1' A A A A A BB B B B B B 1 7.8' 16.7' 6.1'60'26.8'5'MATCHLINE - SEE SHEET C3.1 MATCHLINE - SEE SHEET C3.0 SITE AND DEMOLITION PLAN - 1 C3.0 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTOR'S RESPONSBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH REPSECTIVE UTILITY COMPANIES. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PEROFMRED IN COMPLIANCE WITH THE MOST CURRENT APPLICABLE OSHA STANDARDS FOR WORKERS SAFETY. 5. CONTRACTOR RESPONSIBLE FOR INSTALLING CURB AND GUTTER TO THE CORRECT PITCH BASED ON PROPOSED GRADING PLAN. 6. EXISTING PAVEMENT TO BE SAW CUT IN ALL AREAS WHERE NEW PAVEMENT IS TO JOIN EXISTING PAVEMENT. 7. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 8. ALL CONSTRUCTION JOINTS SHALL BE SAWN, CLEANED OF DEBRIS, BLOWN DRY, AND IMMEDIATELY SEALED WITH THE APPROPRIATE SEALANT ACCORDING TO THE MANUFACTURER'S DIRECTIONS. 9. ALL PARKING STRIPES ARE TO BE 4" WHITE PAINT. ADA PARKING AREAS AND ACCESS AISLES TO BE 4" BLUE PAINT. 10. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 11. ALL DIMENSIONS ARE TO THE FACE OF CURB/BUILDING UNLESS NOTED OTHERWISE. 12. SEE SHEET C2.0 FOR PAVEMENT SECTION DETAILS. 13. ALL ACCESSIBLE PARKING SPACE SIGNAGE SHALL CONFORM TO ADA STANDARDS. 14. SEE ARCHITECTURAL DRAWINGS FOR DESIGN AND DETAILS OF THE BUILDING. SITE PLAN NOTES 3850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME: DATE: JOB NO. SHEET 07/13/2022 12119 D&R RACING ADDITION4501 W. 99TH STREETCARMEL, IN 46032FILENAME: 12119.C3.0_GM_DEMO1 03/17/2023 REVISIONS PER TAC COMMENTS2 05/08/2023 REVISIONS PER TAC COMMENTSCONCRETE PAVEMENT LEGEND AND KEY NOTES A. CONCRETE PAVEMENT, MATCH EXISTING SECTION. USE #5x18" LONG DOWELS AT 12" O.C. DRILLED 9" INTO EXISTING SLAB AT OVERHEAD DOOR LOCATIONS B. PIPE BOLLARD N R SCALE 1" = 20' 20 0 40 REMOVE EXISTING CONCRETE PAVEMENT LEGEND AND KEY NOTES 1. REMOVE EXISTING CONCRETE PAVEMENT 2. SAWCUT EXISTING PAVEMENT AT NEAREST JOINT 3. PROTECT EXISTING STORM STRUCTURE THROUGHOUT CONSTRUCTION 4. PROTECT EXISTING STORM SEWER THROUGHOUT CONSTRUCTION 5. PROTECT EXISTING CLEANOUT THROUGHOUT CONSTRUCTION 6. RELOCATE SHED. COORDINATE WITH OWNER ON NEW LOCATION 7. COORDINATE DOWNSPOUT REMOVAL/RELOCATION WITH ARCHITECTURAL PLANS 8. COORDINATE ANY STAIR IMPROVEMENTS WITH ARCHITECTURAL PLANS 9. REMOVE BOLLARD DEMOLITION PLAN SITE PLAN 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR SHALL USE MEASURES TO CONTROL DUST AT ALL TIMES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING DEMOLITION. 4. ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION AND CONSTRUCTION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT STRUCTURES AND OTHER FACILITIES AND INJURY TO PERSONS. 5. CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH STREETS, WALKS, AND OTHER ADJACENT OCCUPIED STRUCTURES. 6. ALL UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE NEAREST CONNECTION POINT UNLESS SPECIFIED OTHERWISE. 7. UTILITIES ARE SHOWN TO BE APPROXIMATE. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY(S) COMPANY FOR THE REMOVAL, RELOCATION, AND/OR DEMOLITION OF ALL EXISTING UTILITIES. 8. ALL DEMOLISHED MATERIALS SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF-SITE UNLESS NOTED OTHERWISE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE IN DEMOLITION AREAS. 10. PROMPTLY REPAIR DAMAGE TO ADJACENT FACILITIES CAUSED BY DEMOLITION AND CONSTRUCTION OPERATIONS AT NO EXTRA TO THE OWNER. 11. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION. 12. THE OWNER/DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING QUALITY CONTROL AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 13. CONTACT OWNER IMMEDIATELY IF CONTAMINATED SOILS ARE ENCOUNTERED DURING CONSTRUCTION. CONTAMINATED SOILS MUST BE HAULED OFF-SITE AND PROPERLY DISPOSED. DEMOLITION NOTES CITY OF CARMEL NOTES UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE DAMAGE TO THE EXISITNG RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY." NOTE: ONE INVERTED-U SHAPE BIKE RACK IS TO BE INSTALLED ON SITE PRIOR TO A CERTIFICATE OF OCCUPANCY. OWNER TO SPECIFY LOCATION 05/17/23