HomeMy WebLinkAboutC-403 - CHICK-FIL-A STANDARD CONSTRUCTION DETAILS40
C-403
DRIVE-THRU ORDER POINT ISLAND
NOT TO SCALE
SCREENED REFUSE ENCLOSURE (DRAINAGE ALT.)
NOT TO SCALE
38B
C-403
SCREENED REFUSE ENCLOSURE (ALT.)
NOT TO SCALE
38A
C-403
41
C-403
6" PIPE BOLLARD
FILLED w. CONCRETE
PAINTED DARK BRONZE
6"
6" PIPE BOLLARD
PAINT 2" TOP OF
CURB YELLOW
PAINT FACE OF
CURB YELLOW12"CANOPY ABOVE
MENU BOARD
ISLAND CURB ELEVATION3'-0"8'-0"
ISLAND PLAN
29
C-402
12 - 18"3'3'3'7.5'LOOP
1.5 x 5 FEET
9' - 9.5'
MENU BOARD
MICROPHONE
SPEAKER
DRIV
E
T
H
R
U
L
A
N
E
CON
C
R
E
T
E
P
A
VI
N
G
1
2
2
5
3
4
6
7
1
2
3
4
5
6
7
PREFAB (FOLDED) LOOP (1.5' x 5')
1/2" PVC COUPLING
1/2" PVC SLEEVE COUPLING
1/2" PVC TUBING (3' LENGTH)
1/2" PVC CORNER FITTING
1/2" PVC 90° ELBOW
1/2" PVC TUBING (2' LENGTH)
PARTS LIST
NOTES:
1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION
LOOP MANUFACTURED BY MH ELECTRONICS, INC.
2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR
INSTALLATION.
CONDUIT FROM
BUILDING
MENU BOARD
FOUNDATION
MENU BOARD
LOOP
SUPPORT
VEHICLE LOOP
DETECTOR
DRIVE THRU LANE
CONCRETE PAVING
2" CLEAR BETWEEN
LOOP AND SURFACE
PLAN VIEW
SECTION VIEW ISOMETRIC VIEW
3' CLEAR PERIMETER, FREE
FROM REBAR, WIRE SCREEN,
REINFORCING BARS, ELECTRIC
CABLE OR METAL OBJECTS.
1
4
2
5
CJ
CJC
J
C
J
EJ
EJEJ EJ6'12'
CONC. SLAB
POURED W/
ISLAND
RESUME TYP.
CJ PATTERN
RESUME TYP.
CJ PATTERN
EXTEND CJ
THROUGH CURB
(TYP.)
EQ
TYP
4'-0"
TYP
EQ
TYP
EDGE OF SPREAD
FOOTING
BLOCK LEDGE
SAW JOINT
0'-6"
TOP OF SLAB
0'-0" TOP OF
SLAB
12'-101
2"
8"51
2"
34'-0"1'-0"2'-0"2'-0"
TYP.EQUALEQUAL35'-0"EQUAL10'-0"10'-0"13'
6'-8"8"8"
13'8"
8"
51
2"
12'-101
2"
IF INTERIOR DRAIN IS NOT
REQUIRED, OMIT 8" BLOCK WIDTH
AT FLOOR LEVEL BOTH SIDES,
FOR DRAINAGE OUTSIDE OF
DUMPSTER AREA.6'-3"RAMP1:120'-6"
TOP OF SLAB
6" THICK 4000 PSI CONCRETE
APPROACH PAD WITH #3's @
12" ON CENTER EACH WAY
+6" TOP
OF SLAB
NOTES:
1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH
STRUCTURAL ENGINEER.
2. RE: CIVIL FOR DRAINAGE.
8"
GATE POSTS
FOUNDATION
RE: CIVIL
EDGE OF FOOTING
BELOW
PIPE BOLLARDS EMBED
BOLLARDS IN 18" DIA. x
3'-6" CONCRETE FILLED
HOLE
34'-0"
8"
12' 3 1/2"12' 3 1/2"8'-0"
3'-9"4'-0"9'-2"4'-0"4'-5"
8"
2'-0"
TYP.
8"
8"
25'-4"6'-8"8"
8"8"8'-8"8"10'-0"6"2'-0"
TYP.
8"8"2'-0"TYP.8"8"10'-0"SAW CUTRE: CIVIL13'-4"9"TYP.9"
3"3"
SAW JOINT
2'-0"
TYP.2'-0"TYP.SAW JOINT EQUALEQUAL6" THICK 4000 PSI CONCRETE
APPROACH PAD WITH #3's @
12" ON CENTER EACH WAY 35'-0"IF INTERIOR DRAIN IS
NOT REQUIRED, OMIT
8" BLOCK WIDTH AT
FLOOR LEVEL, BOTH
SIDES, FOR DRAINAGE
OUTSIDE OF
DUMPSTER AREA.
CONNECT FLOOR DRAIN TO STORM DRAIN
SYSTEM, PER LOCAL REQUIREMENTS
CJ = CONTRACTION JOINT
EJ = EXPANSION JOINT
MENU BOARD LOOP DETECTION SYSTEM
NOT TO SCALE
39
C-403
MENU BOARD LOOP DETECTION SYSTEM (ISO. VIEW)
NOT TO SCALE
1
2
3
4
5
6
7
PREFAB (FOLDED) LOOP (1.5' x 5')
1/2" PVC COUPLING
1/2" PVC SLEEVE COUPLING
1/2" PVC TUBING (3' LENGTH)
1/2" PVC CORNER FITTING
1/2" PVC 90° ELBOW
1/2" PVC TUBING (2' LENGTH)
PARTS LIST
NOTES:
1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY MH
ELECTRONICS, INC.
2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.
CLEAN-OUT OUTSIDE OF BUILDING
NOT TO SCALE
46
C-403
PIPING IS FREE OF C.O.
COVER SUCH THAT
LOADING IS NOT
TRANSMITTED TO PIPING.
COMBINATION, TYP.
SANITARY
4" THICK CONCRETE PAD
CLEAN OUT AND COVER,
P-15, PRIME AND PAINT
FLAT BLACK.
cl
NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL
TYPICAL SECTION AT MANHOLE
AROUND
TRANSITION
TYP. ALL
3'-0"
AROUND
AGGREGATE
BASE COURSE
ASPHALT PAVEMENT
AGGREGATE BASE
COURSE
FLUSH
ASPHALT PAVEMENT
FLUSH
WASHED STONE
ALL AROUND
NON-WOVEN
FILTER FABRIC
1" DIA. WEEPHOLE
(4 REQ'D.)
TYPICAL SECTION AT INLET/CATCH BASIN
ASPHALT PAVING
SECTION. SEE
27
C-402
8"8"
TYPICAL SECTION @ BASINS
NOT TO SCALE
45
C-403
SCREENED REFUSE ENCLOSURE
NOT TO SCALE
38
C-403
REFUSE ENCLOSURE PLAN NOTES:
1. SEE SITE PLAN FOR LAYOUT OF CONC. LOADING PAD.
2. SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD & DRAINAGE OF INTERIOR TRASH ENCLOSURE.
3. PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM DUMPSTER.
4. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS ON ENCLOSURE; COORDINATE & VERIFY SIZE WITH ARCHITECT &
STRUCTURAL ENGINEER.
5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN & CLOSED POSITION.SAW JOINT2'-0"TYP.2'-0"
TYP.SAW JOINTEQUAL
6" THICK 4000 PSI CONCRETEAPPROACH PAD WITH #3's @12" ON CENTER EACH WAY35'-0"
37
C-403
TOP/SLAB
(SEE FDN. PLAN)4"U.N.O.BLDG. LINE
SEE FDN. PLAN
FOR REINF.
5'-0" MIN.
MATCH SIDEWALK SECTION
FOR CONCRETE (4" MIN.)
6"x6"x6 GAUGE WELDED WIRE FABRIC
SEATED AND SECURED ON STANDS
2"PCC SIDEWALK
IF REQUIRED
MAX. 1.5% SLOPE
2" XPS RIGID FOAM INSULATION
MATCH SIDEWALK SECTION FOR
AGGREGATE BASE (4" MIN.)
PREPARED AND COMPACTED SUBGRADE
NOTE:
1.CONTRACTOR HAS THE OPTION TO DRILL, SET AND EPOXY GROUT DOWEL, IF NOT INSTALLED
WHEN THE BUILDING SLAB WAS POURED.
2.REFER TO ARCHITECTURAL DRAWINGS FOR DOOR LOCATIONS
DOOR STOOP SHALL EXTEND 12" PAST EACH SIDE OF DOOR MIN. STOOP TO BE SEPARATED ON
ALL SIDES WITH 1/4" EXPANSION JOINT MATERIAL, TOPPED WITH SEALANT
3.USE A 10'X5' SLAB MINIMUM AT A DOUBLE DOOR ENTRY.
4.USE A 5'X5' SLAB MINIMUM AT A SINGLE DOOR ENTRY.
5.DOWELS TO BE INSTALLED INTO THE BUILDING FOUNDATION ONLY. THE REMAINING THREE
SIDES OF THE SLAB DO NOT GET TIED TO THE SURROUNDING SIDEWALK.
ENTRY DOOR FROST SLAB DETAIL
NOT TO SCALE
1/2" DIA DOWEL @
2'-0" ON CENTER
DOWEL TO BE SET AT TIME
OF BUILDING SLAB POUR OR
DRILL, SET, EPOXY GROUT
DOWEL INTO EXISTING SLAB
XXXX
6"
MIN.
X
X
6"
MIN.
ALIGN EDGE OF SLAB TO CLOSEST JOINT
OR BACK OF CURB
DRIVE-THRU PLAN - FLUSH WITH FFE
NOT TO SCALE
42
C-403
0'-6"
1'-0"45°C.J.C.J.C.J.2.0%X-SLOPE19'-0"
LANDING
15'-0"
RAMP
12'-0"19'-0"
LANDING
38'-0"
2'-0" CHAMFER
C.J.6" HEADER
CURB
END 24" CURB &
GUTTER
6"Ø BOLLARD
CONCRETE
DRIVE-THRU LANE
VARIES PER
BUILDING
EL. = 0"EL. = 0"
EL. = 0"EL. = -2"
EL. = -8"
EL. = -8"
EL. = -2"
FACE OF BUILDING
15'-0"
RAMP
FACE OF CURB
NOTE:
1.ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0'.
2.FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'. LANDING
SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW.
6" HEADER
CURB
24" CONCRETE CURB
& GUTTER C.J.DRIVE THRU BUMP
19'-0"
LANDING
9'-6"
TYP ON LANDING
43
C-403
DRIVE-THRU ISOMETRIC
NOT TO SCALE
RAM
P
U
P
RAM
P
D
N
12'
12'
6"
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
OF D
RI
V
E
T
H
R
U
CEN
T
E
R
LI
N
E
12'
1'-0"
C
R
O
S
S
S
L
O
P
E
2
%
CJ
CJ
CJ
1'-
2
"
24" CONCRETE
CURB & GUTTER
6"
AGGREGATE BASE COURSE
SEE NOTE #1.
NOTE:
1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2.FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'.
LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW.
6" HE
A
D
E
R
CUR
B
BOLL
A
R
D
AS
P
H
A
L
T
PA
V
E
M
E
N
T
CON
C
R
E
T
E
A
R
E
A
VARI
A
B
L
E
H
EI
G
H
T
HEAD
E
R
C
U
R
B,
DRIV
E-
T
H
R
U
WIND
O
W
O
R
AUTO
M
A
TI
C
DOO
R
12'
M
I
N
.
T
O
F
A
C
E
O
F
C
U
R
B
D
O
U
B
L
E
L
A
N
E
:
25'
T
O
F
A
C
E
O
F
C
U
R
B
2"
CJ
HEAD
E
R
C
U
R
B,
VARI
A
B
L
E
H
EI
G
H
T
CON
C
R
E
T
E
A
R
E
A
BUIL
DI
N
G
FAC
E
19'
CON
C
R
E
T
E
LAN
DI
N
G
19'
CON
C
R
E
T
E
LAN
DI
N
G
CJ
CJ
SI
N
G
L
E
L
A
N
E
:
10'
M
I
N
.
W
I
T
H
N
O
C
U
R
B
(S
E
E
C
I
V
I
L
P
L
A
N
F
O
R
D
I
M
E
N
S
I
O
N
S
)
DRIVE-THRU PLAN - 2" BELOW FFE
NOT TO SCALE
44
C-403
0'-6"
1'-0"45°C.J.C.J.C.J.2.0%X-SLOPE10'-0"
LANDING
12'-0"
RAMP
12'-8"10'-0"
LANDING
20'-0"
2'-0" CHAMFER
C.J.6" HEADER
CURB
END CURB &
GUTTER
6"Ø BOLLARD
CONCRETE
DRIVE-THRU LANE
1'-2"
EL. = -2"EL. = -2"
EL. = -2"EL. = -2"
EL. = -8"
EL. = -8"
EL. = -2"
NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0'
FACE OF CURB
FACE OF BUILDING
12'-0"
RAMP
EQUALEQUAL
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
any manner without express written or verbal consent from
authorized project representatives.
ENGINEER'S PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY:
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
REVISION SCHEDULE
FSR#CHICK-FIL-A210531
ISSUED FOR CONSTRUCTION
07/21/2022WEST CARMEL (IN) FSUISSUED FOR CONSTRUCTION04978
NO.DATE DESCRIPTION
CHECKED BY:
MRJ
JFV 9965 N. MICHIGAN ROADCARMEL, IN 460321 01/12/23 ISSUED FOR PERMIT
PROF
E
SSIONA L E N G INEERJOSEP H F . V AVRIN
A
, II
IREGISTER
E
DINDIA N A
No. PE11800597
STATE OF
2 02/17/23 PER CITY COMMENTS
3 03/01/23 PER TRICO COMMENTS
4 03/24/23 ISSUED FOR CONSTRUCTION
CHICK-FIL-A STANDARD
CONSTRUCTION DETAILS
C-403