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Home My WebLink About04100007-15 KFC, Long John Silvers, Site Plan, pg 0310.4'± PROP.': 5!:::W 10;4'± 0 0 EX. PAVEMENT MARKINGS '-5.01' 43.01' 0, a 0 0= II w a II cc I c0 z a. BEN CHMARKS; ASPHALT EX. CONCRETE BENCHMARK #1: SOUTH BONNET BOLT ON HYDRANT. ELEVATION 740.53 GEOMETRIC POINTS AND COORDINATES WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY ENGINEER 2 DAYS PRIOR. '`l -STRIP MALL --�J- EX. BUILDING r l J 11 ll. J I1 J 11 J 1111111.1111 J 11111.111. X111 "11111 N89 "E 204.99' 5' PARKING, LANDSCAPING, SIGNAGE SETBACK ASPHALT S89'55'OO 'W 204.99' 77777771 i '7777777711117 llllll 7 77 ///7777777777 11111111111111/7 EX. BUILDING DAY FURS 28.0' LF.± EX. WALL 35 .4 Y 4.1/4) Y 0 n 2 0 20 10 40 HORIZONTAL SCALE IN FEET 9 /6 EX. 30.0' UTILITY EASEMENT EX. CONCRETE v F E u-) EX. BUILDING 1 PROPERTY IS ZONED B -8, BUSINESS DISTRICT. 2. PROPERTY CONSISTS OF 30,742 S.F. (0.71 ACRES). PARKING SIDEWALK AREA 19,188 SQ. FT. BUILDING AREA 3,203 SQ. FT. LANDSCAPE AREA 8,351 SQ. FT. 3. HEIGHT OF BUILDING IS 28' -0" TO TOP OF PARAPET. 4. BUILDING SETBACKS S. RANGEUNE ROAD SIDE (N) SIDE (S) REAR (E) REQUIRED 25' 10' 10' 10' PROVIDED 6.5' 28.5' 10.0' 10.0' PARKING SETBACKS S. RANGEUNE ROAD SIDE (N) SIDE (S) REAR (E) REQUIRED 15' 5' 5' 10' PROVIDED 5.1' 5.0' 5.0' 10.0' 6. PARKING REQUIREMENTS 1 SPACES PER 2.5 SEATS EMPLOYEES THEREFORE: 60 SEATS /2.5 6 EMPLOYEES 30 REQUIRED. 35 SPACES PROVIDED. —PROP. R/W— E/T BANK rEi pa LI di i E l D D i i ZONING NOTES LEGEND PROPERTY MARKER CENTERUNE PROPERTY UNE PROPOSED RIGHT —OF —WAY DEDICATED TO THE CITY OF CARMEL (45.01') EXISTING DIRECTION OF TRAFFIC EXISTING CURB TO REMAIN EXISTING TOP BANK OF DITCH EXISTING BOLLARD EXISTING SIGN EXISTING TREE EXISTING UTIUTY POLE EXISTING UGHT POLE EXISTING ELECTRICAL TRANSFORMER EXISTING A/C UNIT EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING HYDRANT EXISTING WATER METER EXISTING WATER VALVE EXISTING TELEPHONE MANHOLE BENCHMARK LOCATION PROPOSED CURB PROPOSED UGHT POLE PROPOSED CATCH BASIN PROPOSED YARD DRAIN PROPOSED EXTERIOR GREASE INTERCEPTOR PROPOSED SIGN PROPOSED CONCRETE PROPOSED ASPHALT CONSTRUCTION NOTE PROPOSED PARKING SPACE PROPOSED DRIVE THRU STACK CAR AND NUMBER EASEMENT UMITS "DON'T DIG BLIND Call Monday thru Friday 7 am. to6pm. 1-800-382-5544 TOLL FREE 1-800-428-5200 OUTSIDE INDIANA NUMBER NOT /CE TO CONTRACTOR SPACES PER /ND/AAA STATE LAW 1S -69 -1991, IT /S AGAINST THE LAW TO EXCAVATE WITHOUT NO77 T7NG TIN UNDERGROUND LOCA77ON SERIICE 7WO (2) WORKING DAYS BEFORE COMMENCING WORK. 5. THE A.LT.A. SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. THE G.C. IS RESPONSIBLE FOR LOCATING IMPROVEMENTS PER THESE PLANS. 6. THE LOCATIONS OF UNDERGROUND FACIUTIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBIUTY TO CONTACT THE APPROPRIATE UTILITY COMPANY. NO COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACIUTIES CAUSED BY HIS WORK FORCE. 7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 8. UPON RECEIPT OF POINT COORDINATE DATA, THE CONTRACTOR SHALL RUN AN INDEPENDENT VERTICAL CONTROL TRAVERSE TO CHECK BENCHMARKS AND A HORIZONTAL CONTROL TRAVERSE THROUGH GIVEN POINTS TO CONFIRM GEOMETRIC DATA AND SUBMIT TO THE ENGINEER PRIOR TO ANY CONSTRUCTION. 9. ALL DIMENSIONS ARE GIVEN TO FACE OF CURB UNLESS OTHERWISE NOTED. PROPOSED PAVEMENT AS SPECIFIED: NOTE: SOILS REPORT GOVERNS IF ANY DISCREPANCIES OCCUR. MATERIAL DEPTH APPLY UQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT. SEE TYPICAL SECTION, DETAIL 1, SHEET C2.1. O PROPOSED 6" P.C.C. CURB PER DETAIL 2, SHEET C2.1. O PROPOSED P.C.C. CURBED WALK PER DETAIL 3, SHEET C2.1. O PROPOSED P.C.C. WALK TO MATCH EXISTING IN WIDTH, TYPE, AND ELEVATION. O PROPOSED 6" P.C.C. PAVEMENT W/ W.W.F. 6" x 6" —W2.9 x W2.9 (CONTROL JTS. 12' -0" 0.C.) OVER 6" CRUSHED AGGREGATE OR GRAVEL BASE. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT. O PROPOSED BRICK DUMPSTER ENCLOSURE AND P.C.C. PAVEMENT PER DETAIL 8, SHEET C2.1. 0 PROPOSED BOLLARD PER DETAIL 5, SHEET C2.1. O PROPOSED PAINTED TRAFFIC ARROW WHITE ON ASPHALT, YELLOW ON CONCRETE PER DETAIL 9, SHEET C2.1. 0 PROPOSED PAINTED 4" WIDE SOUD STRIPE WHITE ON ASPHALT, YELLOW ON CONCRETE. 10. PROPOSED PAINTED 24" HIGH LETTERS WHITE ON ASPHALT, YELLOW ON CONCRETE. CONTENTS AS SHOWN. 11 PROPOSED PAINTED TRANSVERSE STRIPING PER DETAIL 13, SHEET C2.1. 12 PROPOSED PAINTED INTERNATIONAL HANDICAP SYMBOL PER ADA SPECIFICATIONS. PROPOSED HANDICAP PARKING SIGN PER DETAIL 14, SHEET C2.1. PROPOSED HANDICAP ACCESSIBLE RAMP PER ADA SPECIFICATIONS AND DETAIL 4, SHEET C2.2. 0 PROPOSED P.C.C. WHEELSTOP PER DETAIL 15, SHEET C2.1. itD PROPOSED CURB AT DRIVE THRU PER DETAIL 16, SHEET C2.1. PROPOSED LANDSCAPING AREA. SOD ALL DISTURBED AREAS EXCEPT WHERE PLANTING BEDS ARE INDICATED. SEE SHEET L1.0. 18 PROPOSED 6' 0.A.H., 30 S.F. MONUMENT SIGN PER SIGN SUPPUER SPECIFICATIONS. CONTRACTOR SHALL INSTALL FOUNDATION PER SIGN SUPPUER DESIGN. 19 PROPOSED MENU BOARD AND SPEAKER PEDESTAL PER SIGN SUPPUER SPECIFICATIONS. CONTRACTOR SHALL INSTALL FOUNDATIONS FOR SPEAKER PEDESTAL AND MENU BOARD PER SIGN SUPPUER DESIGN. 20 PROPOSED PREVIEW BOARD PER SIGN SUPPUER SPECIFICATIONS. CONTRACTOR SHALL INSTALL FOUNDATION PER SIGN SUPPUER DESIGN. 21 PROPOSED AWNING CLEARANCE BAR PER DETAIL 18, SHEET C2.1. 22 PROPOSED UGHT POLE AND FOUNDATION PER DETAIL 20, SHEET C2.1. PROPOSED CURB TAPER PER DETAIL 13, SHEET C2.2. PROPOSED SENSOR LOOP. 25 PROPOSED FROST SLAB AT DOOR. SEE STRUCTURAL DRAWINGS. (i) PROPOSED 1,000 GALLON EXTERIOR GREASE INTERCEPTOR PER DETAIL 4, SHEET C4.1. 27 PROPOSED CURB GUTTER PER CITY OF CARMEL SPECIFICATIONS AND DETAIL 17, SHEET C2.2. CONTRACTOR TO MATCH EXISTING CURB IN TYPE AND ELEVATION ENSURING POSITIVE DRAINAGE. PROPOSED CATCH BASIN PER DOT SPECIFICATIONS AND DETAIL 5, SHEET C4.1. PROPOSED GAS METER PER GAS COMPANY SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 30 PROPOSED DIRECTIONAL SIGN PER SIGN SUPPUER SPECIFICATIONS. CONTRACTOR SHALL INSTALL FOUNDATION PER SIGN SUPPUER DESIGN. SIGN FACES AS NOTED ON THIS SHEET. 31 PROPOSED WALK PER INDOT SPECIFICATIONS AND DETAIL 16, SHEET C2.2. EXISTING UTILITIES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. EXISTING CURB TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. EXISTING WALK TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. EXISTING LANDSCAPING TO REMAIN AND BE PROTECTED DURING CONSTRUCTION EXISTING WATER METER TO REMAIN, BE PROTECTED, AND ADJUSTED TO PROPOSED GRADE WITH A TRAFFIC RATED UD. EXISTING ASPHALT TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. EXISTING CONCRETE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. EXISTING BUILDING TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. EXISTING BOLLARD TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. EXISTING SIGNAGE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. PROPOSED ROAD CUT PAVEMENT REPLACEMENT PER CITY OF CARMEL SPECIFICATIONS AND DETAIL 14, SHEET C2.2. 43 EXISTING RIP RAP TO REMAIN. O PROPOSED 3200 SERIES WALL— MOUNTED KNOX BOX, BY KNOX BOX COMPANY. CONTRACTOR SHALL CONTACT KNOX BOX CUSTOMER SERVICE 1- 800 625 -4565. O PROPOSED DEPRESSED GUTTER ACROSS DRIVE APRON PER DETAIL 4, SHEET C2.1. O EXISTING GAS VALVE TO REMAIN AND BE ADJUSTED TO PROPOSED GRADE. 47 PROPOSED YARD DRAIN PER DETAIL 13, SHEET C4.1. 0 (so 4z> 0 48 1 PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION OCUMENTS AND TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT PLANS ETC. 3. DEMOLITION /SITE CLEARING: SEE CIVIL DWG's AND GEOTECHNICAL REPORT FOR EXTENT OF SITE DEMOUTION. THIS WORK SHALL INCLUDE REMOVAL OF ALL EXISTING PAVEMENTS, CURBS (U.O.N.), UGHT POLES (INCLUDING FIG'S.) VEGETATION (INCLUDING STUMPS), UTILITIES (NOT OTHERWISE REUSED), ETC. AS REQUIRED FOR NEW CONSTRUCTION. 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AND MOISTURE CONDITIONED AS SPECIFIED IN THE SOILS REPORT. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUAUFIED SOILS ENGINEER, REGISTERED WITHIN THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS, AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. A.C. SURFACE COURSE PER SOILS REPORT A.C. BINDER COURSE PER SOILS REPORT AGG. BASE COURSE PER SOILS REPORT SUBGRADE COMPACTION PER SOILS REPORT CONSTRUC11ON NOTES PROPOSED 'DO NOT ENTER' SIGN PER INDOT SPECIFICATIONS. SITE PLAN NOTES DOT SPECIFICATIONS ITEM PER SOILS REPORT PER SOILS REPORT PER SOILS REPORT PER SOILS REPORT CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: KFC /LJS 1331 S. RANGELINE ROAD CARMEL, IN 46032 o:1n N s 1 /EF' KL6O-y04 SITE PLAN C2.0 )0000 0( KL60 -y04 Jan04 -E 283006 2004087.05 PLOT DATE: 08.27.04