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CFA DETAILS
� FOR
HI K-FIL=A RENTON0C C
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
W
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
CANOPY ABOVE
MENU BOARD
RESUzF I
ME TYP.
_1_ E
CJ PATTERN
4000 PSI COMPRESSIVE
cn
STRENGTH CONCRETE
w LU IW—
ASPHALT PAVEMENT
Y
AND BASE COURSE
U W
#3 @ 24" ON CENTER
LU
CL
EACH WAY
•• yr + �,+' I + (�
'
•
-
a
I
N
I I' III -I
I -III- 6" SUBBASE
12" w,
9" SEE NOTE #1
6" AGGREGATE BASE COURSE
SEE NOTE #1.
#4 REBAR FOR CONTINUOUS
REINFORCEMENT OF
THICKENED EDGE
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2. CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO
POUR.
GEOTECHNICAL ENGINEERING
REPORT
JOB NUMBER: 26205050
DATE: DECEMBER 21, 2020
CONCRETE APRON AT TRASH ENCLOSURE
NOT TO SCALE
#3 REBAR @ 18" O.C. (V
& #3 REBAR @ 18" O.C.
(HORIZ) CONTINUOUS L
ALL BARS MIN. OF 2-112
CLEAR FROM FACE OF
CONCRETE
18" STEP -OFF CURB
NOT TO SCALE
z" EXPANSION
JOINT PER DETAIL
THIS SHEET
REQUIRED AT ALL JUNCTIONS WITH CONCRETE
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
PAVEMENT EDGE DETAIL
NOT TO SCALE
NEW PAVEMENT
NOTE: SEE GRADING PLANS_
FOR FINISH PAVEMENT GRADE
1„R\ 5 1 2„
1 /2" R
LANDSCAPING
\
44
-I
a a:
d
a.
7 3 4 "
EXPANSION JOINT AT 20' INTERVALS
CEMENT CONCRETE BARRIER CURB
NOT TO SCALE
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
N0.
REVISION
EJ
8'-0"
LU q
M
L EXTEND CJ � EJ
CJ = CONTRACTION JOINT THROUGH CURB PAINT 2" TOP OF
EJ = EXPANSION JOINT (TYP.) CURB YELLOW
ISLAND PLAN
ISLAND CURB ELEVATION
DRIVE-THRU ORDER POINT ISLAND
NOT TO SCALE
z
0
Q
=Z
ULU
O�
(DO
LU
OO 24" LUBRICATED NO. 8 SMOOTH
Q ILL.DOWEL
= URETHANE JOINT
W SEALING COMPOUND
�.Q� 0 1 / 1 i
^IN
d
d
d
d
d
d
d
X�
a
a
d
d
a
#3 BARS ON 16" ON
CENTER EACH WAY
z" DECK-O-FOAM EXPANSION JOINT
FILLER W/ PRE -SCORED STRIP OR
OTHER CFA APPROVED MATERIAL
d 2" (MIN.) d
d d d d
d d d a
d d a$
d d ad
NOTES:
1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 51NCH AND 61NCH
PAVEMENT THICKNESS.
2
U
W
IO
RESUME TYP.
(n
CJ PATTERN
LU z
(D p
CONC. SLAB
LU
Er o
POURED W/
Q OW W
G
ISLAND
�_ z
_
�wo CL
LU
6"
w
Or Cr 0
6" PIPE BOLLARD 8
FILLED w. CONCRETE ##
PAINTED DARK BRONZE
PIPE BOLLARD
2. LONGITUDINAL BUTT CONSTRUCTION MAYBE UTILIZED IN PLACE OF
LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION.
3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE
OF A MECHANICAL EQUIPMENT.
4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET
CONCRETE NOT ACCEPTABLE.
5. JOINT SPACING TO BE 24X24' (EVERY OTHER JOINT)
EXPANSION JOINT
NOT TO SCALE
SURVEYED: RLH
DESIGNED: ADB
DRAWN: MMM
CHECKED: J`+
BY DATE APPR APPROVED: ADB
VERTICAL SAW CUT
8" WIDE (MIN.)
URETHANE
JOINT SEALING COMPOUND
(TOP 4" NO SEALING COMPOUND)
d d HIS � d o d d a d
d d d d
ad dd d • dd • d• d d
--
d d d a a d d
d d d d a d
d d d
d a d
=i 111 III-III1 I I1 =1 I =1 I I='
#3 BARS ON 18" CTRS. BOTH SUBBASE
WAYS SEE NOTE #2
NOTES:
1. JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING
AN EXPANSION JOINT.
2. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
CONTRACTION JOINT
NOT TO SCALE
TROWELED, ROUNDED
CONCRETE
6"' STEEL PIPE
(SCHEDULE 80) FILLED LU
WITH CONCRETE U
O
PAINT BOLLARD WITH DARK = Z
BRONZE TONE EXTERIOR p
ENAMEL PAINT AT DRIVE THRU. 0
PAINT BOLLARD WITH BRONZE LU
14"MIN. COLOR ATALL OTHER Z
CLEARANCE LOCATIONS. U) j
LU Of
co
ANCHOR STEEL PIPE
IN CONCRETE FOOTING, o o EXPANSION JOINT 7
DOWEL SLEEVE (CLOSED 2'-0" DIAMETER x 2'-6" DEPTH C10.
END) TO FIT DOWEL AND
BE SECURED.
TO BE INSTALLED V-0" C.C. ASPHALT PAVEMENT : t ' CONCRETE PAVEMENT/
LUBRICATE THIS END APPLICATIONS SLAB APPLICATIONS
4 •
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2'-0"
r Know what's below.
0
CONCRETE BOLLARD 0 Call before you dig.
1 Dial 811
NOT TO SCALE
SCALE:
/ VERTICAL: NAVD 1988 •
N A HORIZONTAL: NAD 1983/1991 CITY OF
I
RENTON
VR
I ONE INCH Nxil
AT FULL SCALE Plonning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
FR-425013
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/05/2023 '
CFA DETAILS
FOR
CHICK-FIL-A RENTON
375 RAINIER AVE S RENTON, WA 98055
STORE NO.:04249
DATE:
03/29/2023
FIELDBOOK:
PAGE:
DRAWING NO:
C10.1
SHEET: OF:
16
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