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Home My WebLink About04100007-10, 13, & 15 KFC & Lohn John Silvers - Site Plan - C2.0BUILDING SETBACKS S. RANGELiNE ROAD SIDE (N) SIDE (S) REAR (E) REQUIRED PROVIDED 25' 10' 10' 10' 6.5' 28.5' 10.0' 10.0' PARKING SETBACKS S. RANGELINE ROAD SiDE (N) SIDE (S) REAR (E) REQUIRED PROVIDED 15' 5' 5' 10' 5.1' 5.0' 5.0' 10.0' 1 11 11 11 0' 0 Q o� s(2) 0 w 0 z Q. '1, U 1 Y Y N 33 l EE d Q 33 co 1 I 11X3 x x w 11 34 l 1 23 _a 45,01' 10 4r �17 2.0' 6 16) i l 1 (1 (16) Q I r_'_ Z KL60 Y04 JAN04 --E Y (SEE STRUCTURAL SHEETS Q ix o' FOR DIMENSIONS) In z J1 1N q' 0) 25 IIi1IIIiII 23 2 27 3.5' (Fl 2 2 17 45.01 33 ti 31 11 L L 34 J X w 23 35 23) N z EXiT� w ct z 0 •0. of 2I31N3 I ENTER ASPHALT 2 8 9 '55'oo"E t 204.99 Ica 24 12 5 1 9.0'_ 1 T EX. CONCRETE l EX. CONCRETE l -M 9.0' j 9.0' BENCHMARKS: BENHMARK II: SOUTH BONNET BOLT ON HYDRANT. ELEVATION g• 740.53 GEOMETRIC POINTS AND COORDINATES WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY ENGINEER 2 DAYS PRIOR. 22) (33) STRIP M ALL EX. BUILDNG 2222 «12222122222 /J22222222222 2222222211 PARKING, LANDSCAPING, SIGN AGE SETBACK 0UILG SETBCK __,(49)_. 41•"8) BU ASPHALT EX. BUILDING PROP. 5' WALK (28 C TBAC V 82.5' EX. CRAWL 204.99' (2 2) (77 /77TT77777777777177T71TlTTT 'mil -DAY FURS�� 4 (40 (22) r --(32) <32) cr (20, r s) 6 (2 4) p. 28 9)m ,--EX. WALL c 1015' w '11 0 25.0 I J 32 N H �35) II 20 10 HORIZONTAL SCALE IN FEET 0- --(32) 40 EX. CONCRETE V EX. BUILDING r i 1. PROPERTY IS ZONED 8 BUSINESS DISTRICT. 2. PROPERTY CONSISTS OF 30,742 S.F. (0.71 ACRES). PARKING SIDEWALK AREA 19,188 SQ. FT. BUILDING AREA 3,182 SQ. FT. LANDSCAPE AREA 8,372 SQ. FT. 3. HEIGHT OF BUILDING IS 28' -0" TO TOP OF PARAPET. 4. 5. 6. PARKING REQUIREMENTS 1 SPACES PER 2.5 SEATS EMPLOYEES THEREFORE: 60 SEATS /2.5 6 EMPLOYEES 30 SPACES REQUIRED. 35 SPACES PROVIDED. ----PROP. R/W ABM i• H <it) ZONNC NOTES LEGEND PROPERTY MARKER CENTERLINE PROPERTY LINE PROPOSED RIGHT -OF -WAY EXISTING CURB EXISTING BOLLARD EXISTING SiGN EXISTING TREE EXISTING UTIUTY POLE EXISTING LIGHT POLE EXISTING ELECTRICAL TRANSFORMER EXISTING A/C UNIT EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER ET EXISTING HYDRANT EXISTING WATER METER EXISTING WATER VALVE EXISTING TELEPHONE MANHOLE BENCHMARK LOCATION PROPOSED CURF3 PROPOSED LIGHT POLE PROPOSED CATCH BASIN PROPOSED EXTERIOR GREASE INTERCEPTOR PROPOSED GAS VALVE PROPOSED SIGN PROPOSED CONCRETE PROPOSED ASPHALT CONSTRUCTION NOTE PROPOSED PARKING SPACE NUMBER E# D PROPOSED DRIVE THRU STACK CAR AND NUMBER "DON'T .411Y DIG BLIND ,r Coll Monday thru Friday 7 am. to 6 pm. 1 -800 382 5544 TOLL FREE 1 800 4 2 8 5 2 00 OUTSIDE INDIANA NOT /CE TO CONTRACTOR PER INDIANA STATE LAW 1S- 69 -1991, 'T /S AGAINST THE L4W TO EXCAVATE W/THrdiT NOTIFYING THE UNDERGROUND LOCATION C£RV)Cf' TWO (2) WORKING OAYS BEFORE COOIENG /NC WORK 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 DEMOLITION. THIS WORK SHALL INCLUDE REMOVAL OF ALL EXISTING PAVEMENTS, CURBS (U.O.N.), LIGHT POLES (INCLUDING FTG'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 QUALIFIED 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. 5. THE A.L.T.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 FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTiUTY COMPANY RECORDS. iT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE APPROPRIATE UTILITY COMPANY. NO COMPENSATION SHALL BE PAiD TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES 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. (1) PROPOSED PAVEMENT AS SPECIFIED: NOTE: SOILS REPORT GOVERNS IF ANY DISCREPANCIES OCCUR. MATERIAL DEPTH SUBGRADE COMPACTION PER SOILS REPORT PER SOILS REPORT APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT. SEE TYPICAL SECTION, DETAIL 1, SHEET C2.1 PROPOSED 6" P.C.C. CURB PER DETAIL 2, SHEET C2.1. PROPOSED P.C.C. CURBED WALK PER DETAIL 3, SHEET C2.1. PROPOSED P.C.C. -WALK PER DETAIL 4, SHEET C2.1. 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. PROPOSED BRICK DUMPSTER ENCLOSURE AND P.C.C. PAVEMENT PER DETAIL 8, SHEET C2.1. PROPOSED BOLLARD PER DETAIL 5, SHEET C2.1. PROPOSED PAINTED TRAFFIC ARROW". WHITE ON ASPHALT, YELLOW ON CONCRETE PER DETAIL 9, SHEET C2.1. PROPOSED PAINTED 4" WIDE SOLID STRIPE WHITE ON ASPHALT, YELLOW ON CONCRETE. PROPOSED PAINTED 24" HIGH LETTERS WHITE ON ASPHALT, YELLOW ON CONCRETE. CONTENTS AS SHOWN. PROPOSED PAINTED TRANSVERSE STRIPING PER DETAIL 13, SHEET C2.1. PROPOSED PAINTED INTERNATIONAL HANDICAP SYMBOL PER ADA SPECIFICATIONS. 3) PROPOSED HANDICAP PARKING SIGN PER DETAIL 14, SHEET C2.1. PROPOSED HANDICAP ACCESSIBLE RAMP PER ADA SPECIFICATIONS AND DETAIL 4. SHEET C2.2. PROPOSED P.C.C. WHEELSTOP PER DETAIL 15, SHEET C2.1. (21) 022) A.C. SURFACE COURSE PER SOILS REPORT A.C. BINDER COURSE PER SOILS REPORT AGG. BASE COURSE PER SOILS REPORT SITE PLAN NOTES CONSTRUCTION NOTES DOT SPECIFICATIONS ITEM PER SOILS REPORT PER SOILS REPORT PER SOILS REPORT 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. PROPOSED 6' O.A.H., 30 S.F. MONUMENT SIGN PER SIGN SUPPLIER SPECIFICATIONS. CONTRACTOR SHALL INSTALL FOUNDATION PER SIGN SUPPLIER DESIGN. PROPOSED MENU BOARD AND SPEAKER PEDESTAL PER SIGN SUPPLIER SPECIFICATIONS. CONTRACTOR SHALL INSTALL FOUNDATIONS FOR SPEAKER PEDESTAL AND MENU BOARD PER SIGN SUPPLIER DESIGN. PROPOSED PREVIEW BOARD PER SIGN SUPPLIER SPECIFICATIONS. CONTRACTOR SHALL INSTALL FOUNDATION PER SIGN SUPPLIER DESIGN. PROPOSED AWNING CLEARANCE BAR PER DETAIL 18, SHEET C2.1 PROPOSED LIGHT POLE AND FOUNDATION PER DETAIL 20, SHEET C2.1. (23> PROPOSED CURB TAPER PER DETAIL 13, SHEET C2.2. (24) PROPOSED SENSOR LOOP. (25) PROPOSED FROST SLAB AT DOOR. SEE STRUCTURAL DRAWINGS. PROPOSED 1,000 GALLON EXTERIOR GREASE INTERCEPTOR PER DETAIL 4, SHEET C4.1. (27) PROPOSED CURB GUTTER PER CITY OF CARMEL SPECIFICATIONS. CONTRACTOR TO MATCH EXISTING CURB IN TYPE AND ELEVATION ENSURING POSITIVE DRAINAGE. (28) PROPOSED CATCH BASIN PER DOT SPECIFICATIONS AND DETAIL 5, SHEET C4.1. (29) PROPOSED GAS METER PER GAS COMPANY SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. (30) PROPOSED DIRECTIONAL SIGN PER SIGN SUPPLIER SPECIFICATIONS. CONTRACTOR SHALL INSTALL FOUNDATION PER SIGN SUPPLIER DESIGN. SIGN FACES AS NOTED ON THIS SHEET. (31) PROPOSED WALK PER CITY OF CARMEL SPECIFICATIONS. CONTRACTOR TO MATCH EXISTING WALK IN TYPE, WIDTH, AND ELEVATION, ENSURING POSITIVE DRAINAGE. (32) EXISTING UTILITIES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. 33) EXISTING CURB TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. 34 EXISTING WALK TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. 35 EXISTING LANDSCAPING TO REMAIN AND BE PROTECTED DURING CONSTRUCTION 06) EXISTING WATER METER TO REMAIN, BE PROTECTED, AND ADJUSTED TO PROPOSED GRADE WiTH A TRAFFIC RATED LID. 37; EXISTING ASPHALT TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. 38) EXISTING CONCRETE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. 39 EXISTING BUILDING TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. (40 EXISTING BOLLARD TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. (4) EXISTING SIGNAGE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. (42) PROPOSED GAS METER PER GAS COMPANY SPECIFICATIONS. 1 RAC 1 IJA f 1 XX XX XX 13Li11 IJING tYPI Kt fi() y0/1 1 >1 AN VI IISK)N Jnn04 -1 3111 NUMf 3f i is 12 XXXX S 10131 NIIMI II 11 20O40117 O PI01 DAR-: 0 in 0 c. 0 KFC LJS 0 n 5 M •r f O c, uJ 1 r 3 tLs a.. 0 C a r� 0 c r f' n 1331 S. RANGF I INF IK)AI) CAI iMl l IN 4603:) KL6O-y04 SITE PLAN 08 27. i