HomeMy WebLinkAbout04100007-10, 13, & 15 KFC & Lohn John Silvers - Site Plan - C2.1ALLOWABLE SOIL
PRESSURE (PSF)
DEPTH
8,000 OR GREATER
3' -6"
2,500 TO 8,000
6' -0"
1,500 TO 2,500
7 -6"
3/8 -16 SS
CSINK BOLTS
SWIVEL POINT
180' .SWING
EACH DIRECTION
WATER TIGHT J
SLEEVE
SOFFIT CLEARANCE
SIGN SEE SCOPE
OF WORK SHEETS
4 ,/2"
STEEL TUBE
1/2" x
12" x 12"
BASE PLATE
FINISH GRADE
NOTE;
Co k PEND
(11=3" MIN R AO)
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
(3) #3 TIES AT 3" O.C.
PAVEMENT OR GRADE
CONDUIT
(8) #5 BARS
VERTICAL,
CONC. BASE
#3 TIES AT 12" O.C.
1 -6" 0
J GHT POLE
0
-6"
4" DIAI
VENDOR TO SUPPLY CONTRACTOR WITH
ANCHOR BOLT TEMPLATE.
REMOVABLE REPLACABLE
PROTECTION ARM
t o
CONCRETE CURB
13 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.
FOUNDATION BY G.C.
HAND HOLE LUGS ACCESSIBLE.
PER N.E.C.
(4) ANCHOR BOLTS
VERIF Y BOLT PATTERN
WITH POLE MANUFACTURER.
8' -0"
CLEARANCE 10' -0"
RUBBER TRIM
4" TALL RED REFLECTIVE
LETTERING TYP. BOTH SIDES
PAVEMENT AS SPECIFIED
OLE(S) LUMINARIE(S)
FINISH PER ARCH SPEC'S
BASED UPON 90 MPH WIND LOAD
L 24" DIA.
N.T.S.
20
TRANSVERSE STRIPING
NOTE:
PRECAST CONC.
WHEEL STOP 6' -0"
LONG W/ (2) 5/8"
DIA. HOLES
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.
NOTES:
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.
$100 FINE
0
0
0
P.C.C. WHEELSTOP
METAL SIGN BLANK WITH 1"
RADIUSED CORNERS
INTERNATIONAL SYMBOL OF
ACCESSIBILITY (BLUE SYMBOL
ON WHITE BACKGROUND)
STANDARD GALVANIZED
METAL CHANNEL POST
IVAN ACCESSIBLE 1 (WHERE APPLICABLE)
0
0
0
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.
AWNING CLEARANCE BAR N.T.S. 18 HANDICAP PARKING SIGN
4' 0" MIN. FROM ANY VERTICAL
OBSTRUCTION OR 3' —O" MIN.
FROM CURB /SIDEWALK
1/2" DIA. X 2' -0" LONG
STEEL RODS (2 REQ'D.)
FILL WITH EPDXY
1' -0"
CURB AT DRIVE THRU
4" WHITE STRIPE ON ASPHALT/
YELLOW ON CONCRETE
1
1 -1/2"
FACE OF BUILDING
4" CONCRETE
No-
N.T.S.
N.T.S.
CHAMFER
N.T.S.
111 =1I
�I
Ii -III
1 =1 1 2 #4 BARS CONT.
TOP BOTTOM
N.T.S.
13
14
15
AVEMENT AS SPECIFIED
16
2' -O"
TYP.
1' -0"
TYP.
PAINTED TRAFFIC ARROWS
12 "THICKENED
EDGE
2x6 TREATED RAISED
1/2" ABOVE TOP
PLATE TO MAINTAIN
POSITIVE SLOPE
BRICK TO MATCH
BUILDING.
PROVIDE
MASONRY
VENEER
ANCHORS A
MAX.
.HORI ZON TAL
SPACING OF 24"
AND MAX.
VERTICAL
SPACING OF 16"
FINISHED
GRADE
co
lo
R
co
w
1
0
s e)
12"
o
3' R
5'
8" CMU WALL W/
BRICK VENEER
N
8' -O"
16" 15"
(3) #5 BARS
CONTINUOUS
WALL SECTION
N.T.S.
25' -0" (VERIFY W/ FACILITIES LEADER)
BRICK DUMPSTER ENCLOSURE
4' -0"
1'R
N.T.S.
(2) 6' -0 "W x 6' -0 "H
PAIRED GATES
3' -8"
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" O.C. W/18"
LAPS. GROUT CMU CELLS
SOLID 0 BAR LOCATION.
EXTEND BAR 2' -9" BELOW
SLAB W /90' BEND AT
BOTTOM.
APPLY EPOLON II
MULTI -MIL EPDXY
(862 -800 SERIES),
MANUFACTURED BY
SHERWIN WILLIAMS, TO
THE INTERIOR OF NE
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 W8
EPDXY FLOOR
COATING (B70
in SERIES)
MANUFACTURED
g BY SHERWIN
WILLIAMS, ON
CONCRETE FLOOR
IN DUMPSTER
AREA.
COMPACTED AGGREGATE
BASE MATERIAL
ADDITIONAL 15" FOOTING
AROUND BOLLARD
(4) #4 BARS VERTICAL
AROUND BOLLARD
(4) #4 STIRRUPS
AROUND BOLLARD
NOTE;
1. CONTRACTOR TO PAINT
BOLLARD PER CONSTRUCTION
MANAGER SPECIFICATIONS.
BOLLARD
EQUAL
8' -0"
(2) 6' -0 "W x 6' -0 "H
PAIRED GATES
/---7" THICK CONCRETE APRON W/ W.W.F.
6" x 6 -W2.9 x W2.9 OVER 6"
AGGREGATE BASE
4' -6"
2
1
0
mr-
w
0
W
J
v)
w
F
La-
0
3
ac
t
0
N
1 0
0
N
w
z
0
0
h
1' -6"
GATE POST SECTION
N.T.S.
6" GALVANIZED STEEL
PIPE FILLED W/
CONCRETE
FINISH GRADE
18" DIA. CONCRETE
FOOTING
NOTE:
ALTERNATE ENCLOSURE SIZES
MAY BE REQUIRED DUE TO
LOCAL DUMPSTER AND
CONTAINER SIZES. VERIFY WITH
LOCAL SANITATION OFFICIALS
FOR ENCLOSURE SIZE NEEDED.
DROP ROD 4 FORK
(7) HINGES WELDED !N PLACE (6 5 /9 "a
3/8" PRESSEn STEEL GALVANIZED
ISTP4AL HIN(; 2 PER iATE)
w VATIQN
N
N.T.S.
4" 0 SCHEDULE
40, GALVANIZED
STEEL PIPE FILLED
W/ CONCRETE
1/2" EXPANSION
JOINT
PAVEMENT
PIPE FOOTING
N. T.
5
8
NOTE: SOILS REPORT GOVERNS IF
ANY DISCREPANCIES OCCUR.
TYPICAL PAVEMENT SECTION N.T.S.
FINISH GR
tD
1
NOTES:
ALL CURBING TO BE
3000 P.S.I. 0 28 DAY.
2 aPROVIDE EXPANSION
JOINTS 0 20' -0" O.C.
3. PROVIDE CONTROL
JOINTS 0 1O' -O" O.C.
LANDSCAPE
AREA
PER PLAN
L
0
0
0
0
0
ADE
0
III
I I_ ij
3"
P.C.C. CURB
FACE OF BUILDING
AS NOTED
ON SITE PLAN
1 /4 "/FT.
1 /4 /FT.
1 4" PERFORATED i
PLASTIC PIPE WITH
FILTER SOCK. 1 1 /2" DRAIN THRU
CURB 15' O.C.
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" O.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
AS NOTED
ON SITE PLAN
IIL111IIIIiI
P.C.C. WALK
PARKING SLOPE AS PER
ASPHALT SURFACE COURSE
ASPHALT BINDER COURSE
AGGREGATE BASE
SUBGRADE COMPACTION
PROOF ROLLING
TACK COAT
6
PLANTER LINED WTH
FILTER FABRIC "TYPAR"
OR "POLY FILTER X
1. ALL CONCRETE TO BE 3000 P.S.I. 0 28 DAY.
2. PROVit)E_ EXPANSION JOINTS 0 20' -0" O.C.
3 PROVIDE CONTROL JONTS 0 5' -0 O.C.
PLAN
4" SAND BASE
.X II I_ III-
r
1 17- 4 SAND BASE
\I I I i 11�I 11=1
I1.i111 �I1I_ -.1{1-
PAVEMENT DIMENSIONS
REFER TO THIS POINT
1" RADIUS BOTH SIDES
PAVEMENT ELEVATIONS
REFER TO THIS POINT
PAV. MENT AS
SPECIFIED
(2) #4 BARS CONT.
TOP BOTTOM
N.T.S.
N.T.S.
1/2" PRE FORMED EXPANSION
JOINT MATERIAL AND JOINT
SEALER AGAINST BUILDING
4" THICK CONC. WALK
FINISH GRADE
6 "x6" W1.4xW1.4
W.W.F. CONT
CONC. CURBED WALK
1" RADIUS
PAVEMENT AS SPECIFIED
(2) #4 BARS CONT
TOP do BOTTOM
6 "x6 W1.4xW1.4 W.W F.
N.T.S.
0
0
.3C
t' i
r.
6
rn
2
ry
in
6
0
CON I RAC I DA! XX XX XX
t3Uit 11ING IYPI KI GO -y04
PI AN VI VISION J; irt04 -I
5111 NUMI i1: 1;2 -XXXX
S I Ol iI NUMB' 11. '004087.0`5
KFC LJS
1331 S. IiANGF-1 INf 1 t()AI)
CA!IMFI IN 46032
SITE
DETAILS
KL6O-y04
PI.O I DATE- 08.27 04