The URL can be used to link to this page

Home My WebLink AboutC4.0 SITE PLANPROPOSED BUILDING ±21,456 SF FFE = 907.90 HARLESTON STREET TOWNE ROADA 18'25'18'10'11.6'20'25.7'15'5'20.8'9'18' 18'25' 3.3' 5'25' 10' FRONT SETBACK 10' FRONT SETBACK10' REAR SETBACK 63' (7 SPA. @ 9')90' (10 SPA. @ 9') 48.2' 3' 81' (9 SPA. @ 9')63' (7 SPA. @ 9') 63' (7 SPA. @ 9')63' (7 SPA. @ 9')63' (7 SPA. @ 9')63' (7 SPA. @ 9')45' (5 SPA. @ 9')9'9'9'9' 9'14.9'13.8' OUTDOOR GARDEN CENTER (SEE ARCHITECTURAL PLANS) A B D D D DBB B B DD D D D D D D C C J (TYP) J (TYP) J (TYP) J (TYP) J (TYP) J (TYP) R 1 0 'R10'R18.5'R1 8 . 5 ' R18.5' R18. 5 ' R3.5' R4.5'30' LANDSCAPE BUFFERD D D D D D D J (TYP) 9' F F G G G GH H H I I I I20.7'9'18'20.7'E M N LL LL L L O O OOO OPPPP Q8'R68'R60'R O OO K R 9'27' (3 SPA. 9')9'9'9'9' C R4.5'R4.5'R4.5'R 4 . 5 ' 1 0 ' PROPOSED 15' DRAINAGE EAEMENT PROPOSED 25' ACCESS EAEMENT PROPOSED LOT LINE R 2 . 5 ' SEE C6.0 FOR OFF-SITE INFORMATION D D DD D D D SEE GRADING PLAN FOR CURB TRANSITIONS SITE PLANC4.0 SITE PLAN NOTES: 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 CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4.ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH MOST CURRENT APPLICABLE OSHA STANDARDS FOR WORKER SAFETY. 5.ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO FACE OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 6.EXISTING PAVEMENT TO BE SAW CUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING PAVEMENT. 7.THE EDGE OF THE 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 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.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 11.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. 12.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS, MUTCD AND INDOT SPECIFICATIONS. 13.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. 14.CONTACT ENGINEER IF ADDITIONAL DIMENSIONS ARE NEEDED FOR CONSTRUCTION. 15.SEE STRUCTURAL PLANS FOR DETAILS OF CONCRETE STOOPS TO BE CONSTRUCTED OUTSIDE BUILDING AT ENTRY POINTS. ALL STOOPS TO BE 5'X5' UNLESS NOTED OTHERWISE. A.INTEGRAL CURB AND WALK B.CONCRETE SIDEWALK C.CONCRETE CURB AND GUTTER, TYPE II D.CONCRETE CURB AND GUTTER, TYPE III E.6" CONCRETE STRAIGHT CURB F.ACCESSIBLE PARKING SPACE AND ADA SYMBOL (BLUE PAINT STRIPING) G.ACCESSIBLE RAMP W/ DETECTABLE WARNING SURFACE H.ACCESSIBLE PARKING SIGN I.PRECAST CONCRETE WHEELSTOP J.PARKING STRIPING (4" SOLID WHITE LINE) K.BIKE RACK (INVERTED "U" SHAPE) L.VILLAGE OF WEST CLAY DECORATIVE LIGHT M.TRANSFORMER PAD (COORDINATE WITH UTILITY COMPANY) N.DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) O.CURB TAPER P.PAVE TO BACK OF EXISTING CURB. MATCH GRADE Q.CONNECT TO EXISTING SIDEWALK R.EXISTING FIRE HYDRANT TO BE REMAIN AND BE PROTECTED. ADJUST TO GRADE STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT RIGHT-OF-WAY PAVEMENT CONCRETE PAVEMENT SIDEWALK PAVEMENT LEGEND: SITE SUMMARY: SITE AREA ±1.77 ACRES ZONING PUD REQUIRED PARKING SPACES 1 SPA./300 SF+1 SPA./500 SF EXTERIOR AREA = 72+8 = 80 SPACES PROPOSED PARKING SPACES 95 (INCLUDING 4 ADA SPACES) REQUIRED BICYCLE SPACES 2 PROPOSED BICYLCE SPACES 2 KEYNOTES:3850 Priority Way South Drive, Suite 110Indianapolis, IN 46240Phone: (317) 779-2194NO.DATEREMARKSFILENAME: DATE: JOB NO. SHEET 02/14/2023 12357 ACE HARDWAREVillage of WestClayHARLESTON STREET, CARMEL, IN 46032FILENAME: 12357_C4.0 GM SCALE 1" = 20' 200 40 N R CERTIFIED BY NOT F O R CON S T R U C TI O N CITY OF CARMEL NOTES: 1.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATED TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 2.SIDEWALK JOINTING PATTERNS SHALL MATCH CURRENTLY ESTABLISHED PATTERNS. BUILDER TO COORDINATE FINAL LAYOUT WITH THE OWNER'S ASSOCIATION.