HomeMy WebLinkAbout04100007-10, 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'
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EX. CONCRETE
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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)
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HORIZONTAL
SCALE IN FEET
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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
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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.
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