HomeMy WebLinkAbout04100007-15 KFC, Long John Silvers, Site Plan, pg 043/8 -16 SS
CSINK BOLTS
SWIVEL POINT
180' SWING
EACH DIRECTION
WATER TIGHT
SLEEVE
SOFFIT CLEARANCE
SIGN SEE SCOPE
OF WORK SHEETS
4 1 /2"
STEEL TUBE
1 /2" x
12" x 12"
BASE PLATE
NOTE;
0
1t)
FINISH GRADE
cop. BEND
(18 MIN RAD)
(8) #5 BARS
VERTICAL
CONC. BASE
I,I
#3 'TIES AT12 "O.C.
v
1
V' v
/1 D
v
1' -6" 0
AWNING CLEARANCE BAR
N
(3) #3 TIES AT 3" O.C.
PAVEMENT OR GRADE
CONDUIT
LIGHT POLE
-6
r
U
124" DIAJ
M
(4) 3/4" X 30" X 3" HOOK ANCHOR
BOLTS THREADED 4 1/4 MIN.
BOLT TO EXTEND 4 1/4 OUT OF
TOP OF FOUNDATION. (2) 1"
HEX NUTS AND (2) 1" FLAT
WASHERS PER ANCHOR
VENDOR TO SUPPLY CONTRACTOR WITH
ANCHOR BOLT TEMPLATE.
tV
8' -0"
7.-REMOVABLE do REPLACABLE
PROTECTION ARM
icy
0
c
J W
cn
i te j
a
CLEARANCE 10' -O"
V.. RUBBER TRIM
4" TALL RED REFLECTIVE
LETTERING 'MP. BOTH SIDES
FOUNDATION BY G.C.
PAVEMENT AS SPECIFIED
CONCRETE CURB
#3 CIRCULAR TIES 0 8" O.C.
(8) #4 VERTICAL BARS EQUALLY SPACED
(4) GALVANIZED 3/4" DIA. x 36" LONG
BOLTS w/ 3" 90' LEG. NUTS WASHERS
SEE SCOPE OF WORK.
N.T.S.
OLE(S) LUMINARIE(S)
FINISH PER ARCH SPEC S
HAND HOLE LUGS ACCESSIBLE.
PER N.E.C.
(4) ANCHOR BOLTS
VERIFY BOLT PATTERN
WITH POLE MANUFACTURER.
ALLOWABLE (PSF)
OR GREATER
2,500 TO 8,000
1,500 TO 2,500
DEPTH
3' -6"
6' -0"
7' -6"
BASED UPON 90 MPH WIND LOAD
24" DIA.
N.T.S.
No
Wu)
La
tr
12
fr
BASE COVER
NOTES:
1. ALL CURBING TO BE
3000 P.S.I. 0 28 DAY.
2. PROVIDE EXPANSION
JOINTS 0 20' -0" O.C.
3. PROVIDE CONTROL
JOINTS 0 10' -0" O.C.
TRANSVERSE STRIPING
PRECAST CONC.
WHEEL STOP 6' -0"
LONG W/ (2) 5/8"
DIA. HOLES
NOTE:
1. SEE SITE PLAN FOR LOCATION
AND QUANITY OF WHEEL STOPS.
1/2" PRE FORMED EXPANSION
JOINT MATERIAL AND JOINT
SEALER AGAINST BUILDING
4" SAND BASE
6 "x6" W1.4xW1.4 W.W.F.
$100 FINE
0
0
0
VAN ACCESSIBLE
0
0
0
1/2" DIA. X 2' -0" LONG
STEEL RODS (2 REQ'D.)
FILL WITH EPDXY
P.C.C. WHEELSTOP
OBSTRUCTION OR 3' -0" MIN.
FROM CURB /SIDEWALK
CURB AT DRIVE THRU
X 04
HANDICAP PARKING SIGN
4' -0" MIN. FROM ANY VERTICAL
O
4" WHITE STRIPE ON ASPHALT/
YELLOW ON CONCRETE
METAL. SIGN BLANK WITH 1"
RADIUSED CORNERS
STANDARD GALVANIZED
METAL CHANNEL POST
(WHERE APPUCABLE)
N.T.S. I 1
INTERNATIONAL SYMBOL OF
ACCESSIBIUTY (BLUE SYMBOL
ON WHITE BACKGROUND)
NOTE:
1. CONTRACTOR SHALL INSTALL SIGN IN 8" DIA. x 24" DEEP CONCRETE FOOTING.
2. CONTRACTOR SHALL VERIFY SIGN WITH CITY REQUIREMENTS AND SPECIFICATIONS BEFORE
INSTALLATION. CITY SPECIFIED SIGN SHALL TAKE PRECEDENCE OVER THIS DETAIL
FACE OF BUILDING
4" CONCRETE
N.T.S.
1-1/2"
R
c0
N.T.S. 1
AVEMENT AS SPECIFIED
2 -#4 BARS CONT.
I Ti -i TOP BOTTOM
I II
N.T.S. 1 6
2' -O"
TYP.
PAINTED TRAFFIC ARROWS
BR
12 "THICKENED
EDGE
2x6 TREATED RAISED
1/2" ABOVE TOP
PLATE TO MAINTAIN
POSITIVE SLOPE
BRICK TO MATCH
BUILDING.
PROVIDE
MASONRY
VENEER
ANCHORS 0
MAX.
HORIZONTAL
SPACING OF 24"
AND MAX.
VERTICAL
SPACING OF 16"
FINISHED
GRADE
TYP.
4' -6"
5' -0"
Z.- 8" CMU WALL W/
BRICK VENEER
2' -8"
12 "I
16" 15"
(3) #5 BARS
CONTINUOUS
WALL SECTION
N.T.S.
3' R
0
iA
8' -0"
EQUAL
CK DUMPSTER ENCLOSURE
4' -0"
1
1'R
N.T.S.
r
(2) 8' -0 "W x 6' "H
PAIRED GATES
25' -0"
z
x
a
3' -8"
/--7" THICK CONCRETE APRON W/ W.W.F.
6" x 6 -W2.9 x W2.9 OVER 6"
AGGREGATE BASE
25' -0"
CONCRETE SLAB
PLAN VIEW
N.T.S.
PREFINISHED .040" ALUMINUM TRIM CAP W/ CONT.
CLEAT. COLOR TO MATCH BRICK
2x6 TREATED
TOP PLATE
#4 BARS 0 32" 0.C. w/18"
LAPS. GROUT CMU CELLS SOUD
BAR LOCATION. EXTEND BAR
2' -9" BELOW SLAB W /90' BEND
AT BOTTOM.
APPLY EPOLON 11 MULTI -MIL
EPDXY (B62 -800 SERIES),
MANUFACTURED BY SHERWIN
WIWAMS, TO THE INTERIOR OF
THE DUMPSTER WALLS.
6" SCH. 40 GALVANIZED STEEL
PIPE FILLED W/ CONCRETE TO
EXTEND 36" ABOVE SLAB
(TOTAL LENGTH 5' -9
6 "x6" #10/10 W.W.F.
APPLY ARMOR SEAL 700
HS WB EPDXY FLOOR
COATING (B70 SERIES)
MANUFACTURED BY
co SHERWIN WIWAMS, ON
CONCRETE FLOOR IN
i o DUMPSTER AREA.
COMPACTED AGGREGATE
BASE MATERIAL
ADDITIONAL 15" FOOTING
AROUND BOLLARD
(4) .4 BARS VERTICAL
AROUND BOLLARD
(4) X64. STIRRUPS
AROUND BOLLARD
NOTE;
1. CONTRACTOR TO PAINT
BOLLARD PER CONSTRUCTION
MANAGER SPECIFICATIONS.
9 BOLLARD
EQUAL
8' -0"
(2) 8` -0 "W x 6' -0 "H
PAIRED GATES
J
TENSION WIRE
AND TURNBUCKLE
0
I0
4 -6"
2' -8"
3"
gig."
l�1
12"
3"
MN
O
N
1
N
N.T.S.
6" GALVANIZED STEEL
PIPE FILLED W/
CONCRETE
N.T.S.
t:--111L
1==_111.7_=
-6"
GATE POST SECTION
DROP ROD FORK
5 /8" PRESSED WELDED P
TEEL GALVAN ZED 5/8"x
1
INDUSTRIAL HINGE 2 PER GATE)
ELEVATION n
FINISH GRADE
18" DIA. CONCRETE
FOOTING
N.T.S. 1
NOTE:
ALTERNATE ENCLOSURE SIZES
MAY BE REQUIRED DUE TO
LOCAL DUMPSTER AND
CONTAINER SIZES. VERIFY WITH
LOCAL SANITATION OFFICIALS
FOR ENCLOSURE SIZE NEEDED.
4" 0 SCHEDULE
40, GALVANIZED
STEEL PIPE FILLED
W/ CONCRETE
1/2" EXPANSION
JOINT
PAVEMENT
N.T.S.
NOTE: SOILS REPORT GOVERNS IF
ANY DISCREPANCIES OCCUR.
TYPICAL PAVEMENT SECTION
FINISH GRADE
s
(0
)4OTES:
1. ALL CURBING TO BE
3000 P.S.I. 0 28 DAY.
2. PROVIDE EXPANSION
JOINTS 0 20' -0 0.C.
3. PROVIDE CONTROL.
JOINTS 10' -0" O.C.
6" P.C.C. CURB
LANDSCAPE
AREA
PER PLAN
0
0
0
0
0
11I•: •I 11.;,11
4" PERFORATED I
PLASTIC PIPE WITH
FILTER SOCK
1 1/2" DRAIN THRU
CURB 15' O.C.
PARKING SLOPE AS PER PLAN
ASPHALT SURFACE COURSE
ASPHALT BINDER COURSE
AGGREGATE BASE
SUBGRADE COMPACTION
PROOF ROWNG
TACK COAT
iEm_=Fi 1 i%
III —III 1
_TIL=L III
NOTES:
1. ALL CONCRETE TO BE 3000 P.S.I. 0 28 DAY.
2. PROVIDE EXPANSION JOINTS 0 20' -0" O.C.
3. PROVIDE CONTROL JOINTS 0 5' -0" 0.C.
4. CONTRACTOR SHALL INSTALL 1/2"
PRE FORMED EXPANSION JOINT MATERIAL AND
JOINT SEALER AGAINST BUILDING.
P.C.C. CURBED WALK
FACE OF BUILDING
PLANTER UNED WITH
FILTER FABRIC "TYPAR"
OR "POLY FILTER X
AS NOTED
ON SITE PLAN
INDOT DEPRESSED CURB
PAVEMENT DIMENSIONS
REFER TO THIS POINT
1" RADIUS BOTH SIDES
PAVEMENT ELEVATIONS
REFER TO THIS POINT
PAVEMENT AS
SPECIFIED
(2) #4 BARS CONT.
TOP BOTTOM
4" SAND BASE
N.T.S. l 1
N.T.S.
4" CONC. CURBED WALK
RADIUS
PAVEMENT AS SPECIFIED
(2) #4 BARS CONT.
TOP BOTTOM
6 "x6 W1.4xW1.4 W.W.F.
N.T.S. 3
PCCP FOR
GUTTER
PROP. DEPRESSED DRIVEWAYS
1.5"-• b.
4.
6" COMPACTED
I l i l
1 1 111 111 111 111 111 111 1 1 11_
111
=-111=l11=111=111:=111- 1(1 1 11=111=111=111=111- 7-111:= 1117—
I
AGGREGATE, TYPE
0, SIZE NO. 53
N.T.S.
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
3 •W
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KFC /LJS
1331 S. RANGELINE ROAD
CARMEL, IN 46032
KL6O-y04
SITE
DETAILS
C2.1
XX.XX.XX
KL60 -y04
Jan04 -E
283006
2004087.05
PLOT DATE: 08.27.04