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TACK COAT
(APPLICATION RATE PER LOCAL
D.O.T. SPECIFICATIONS)
1.5" THICK ASPHALTIC
CONCRETE SURFACE COURSE
GEOTEXTILESUBBAS
FABIRC � SEE NOTE #E
7" THICK AGGREGATE
BASE COURSE
EXTEND BASE 6" BEYOND FOR
APPLICATIONS WITHOUT CURB &
GUTTER, SIDEWALKS, BUILDINGS
OR OTHER STRUCTURES.
2.5" THICK ASPHALTIC
CONCRETE BINDER COURSE
IF PRESENT ON -SITE, UNSUITABLE SUBGRADE
MATERIAL SHALL BE REPLACED WITH SUITABLE
MATERIAL AS SPECIFIED IN THE GEOTECHNICAL
REPORT.
21 TYPICAL ASPHALT SECTION
C11. NOT TO SCALE
NOTE:
1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE SITE SPECIFIC
GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND
SUBGRADE SECTION REQUIREMENTS.
2. MINIMUM PAVEMENT THICKNESS SHOULD BE 7" GRADED
AGGREGATE BASE, 2.5"ASPHALT PAVEMENT BINDER & 1.5"
ASPHALT PAVEMENT SURFACE COURSE TACK COAT.
ASPHALT PAVEMENT REQUIRED AT ALL JUNCTIONS WITH CONCRETE
AND BASE COURSE
f
"PAVEMENT =III-III-11
THICKNESS
SEE NOTE #1
I I-1 I a 1_11 la
12"
1A PAVEMENT EDGE DETAIL
C11. NOT TO SCALE
NOTE:
1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
MIX PER SPECIFICATION.
6"x6"x6 GAUGE WELDED
WIRE FABRIC SEATED AND
N SECURED ON STANDS
x 2.•' • ♦ TEE'^ j •f� X }+
io w• •r • r • �• �•
4" AGGREGATE BASE COURSE
SEE NOTE #2.
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SUBBASE
SEE NOTE #1
GEOTEXTILE
FABIRC
JIVVf\LIL_ rP•%VIIVV LJf\IVL-II If\V LrN
NOT TO SCALE
NOTE:
1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4"
AGGREGATE BASE
VERTICAL SAW CUT URETHANE
"WIDE (MIN.) JOINT SEALING COMPOUND
(TOP 1 NO SEALING COMPOUND)
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I -III- I I -III -III -III -III -III -I I I-
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#3 BARS ON 18" CTRS. BOTH SUBBASE
WAYS SEE NOTE #1
GEOTEXTILE-
FABIRC
NOTES:
1. JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING
AN EXPANSION JOINT.
2. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR
SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION
REQUIREMENTS
28 CONTRACTION JOINT
C11. NOT TO SCALE
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
WIDE SAWED OR PREMOLDED JOINT, 12' MAX.
SPACING, SEAL JOINTS WITH POLYURETHANE
SEALANT TO WITHIN" FROM TOP.
�! '1 .: �; •' t '. as ': .: .• � '� t
SEE PLAN FOR SLAB / SUBBASE
THICKNESS J// SEE NOTE #1
GEOTEXTILE
FABIRC
TRANSVERSE AND LONGITUDINAL
22 CONTRACTION JOINT
C11.2 NOT TO SCALE
NOTE:
1. SECTION IS PROVIDED FOR REFERENCE ONLY. SECTION IS
PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR
SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT
SECTION REQUIREMENTS.
GEOTECHNICAL ENGINEERING REPORT
JOB NUMBER: 81185084
DATE: 06/21 /2018
4" AGGREGATE BASE COURSE
SEE NOTE #2.
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
MIX PER SPECIFICATION.
#3 @ 12" ON CENTER
EACH WAY
GEOTEXTILE
FABIRC
SUBBASE
SEE NOTE #1
NOT TO SCALE
NOTE:
1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4"
AGGREGATE BASE
NOT USED
NOT TO SCALE
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
RECORD CFA STANDARD DETAILS
FOR
CHICK=PIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
JOINT SEALANT SAWCUT EXISTING ASPHALT
(AC-20, OR EQUIVALENT) FULL DEPTH FOR CLEAN
CONSTRUCTION JOINT
PROPOSED EXISTING
ASPHALT PAVEMENT ASPHALT PAVEMENT
23A BUTT JOINT
C11.2 NOT TO SCALE
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
URETHANE JOINT SEALING
COMPOUND
PLAN FOR SLAB4 DOWELED CONSTRUCTION JOINT
THICKNESS
4.
iPROPOSED PAVING• +' . •. EXISTING PAVING �•
SUBBASE
SEE NOTE #1
4" GRADE A36 STEEL DOWEL 14"
GEOTEXTILE LENGTH, 12" O.C. SPACING,
FABIRC GREASE OR SLEEVE ONE END
TRANSVERSE AND LONGITUDINAL
23 DOWELED CONSTRUCTION JOINT
C11. NOT TO SCALE
NOTE:
1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
SAWCUT FULL
= DEPTH & CURB
O & GUTTER
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SEALING
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COMPOUND
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♦
PROPOS D
•i • AVING
V-3" MIN.
#3 BARS ON 16"
ON CENTER EACH WAY
LUBRICATE
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
ASPHALT PAVEMENT
AND BASE COURSE
43 @ 12" ON CENTER
EACH WAY
„PAVEMENT
''t : ..• • !� a.•
.♦4; .r f m ♦• .♦
THICKNESS
'f•. ♦ ti ♦
- f
-III-III-11
�
12" 9"
CONCRETE APRON
-6" SUBBASE
SEE NOTE #1
6" AGGREGATE BASE COURSE
SEE NOTE #1.
#4 REBAR FOR CONTINUOUS
REINFORCEMENT OF THICKENED
EDGE
TRASH ENCLOSURE
NOT TO SCALE
NOTE:
1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
o
CURB
SOLID 4" STRIPE ON ENDS
C 1
4" WIDE STRIPES @ 3' O.C.
z = �
YELLOW
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mom*
PAINT WITH ANIT-SLIP
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4 C M
ADHESIVE.
ORDER
POINTS
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SOLID 4" STRIPE ON ENDS
70 G
�9
70 m
�N
27 ORDER POINT STRIPING
C11. NOT TO SCALE
ATED SMOOTH NO. 8 DOWEL BAR
VERTICAL SAW
CUT j" (MIN.)
1 URETHANE JOINT
SEALING COMPOUND
♦�• XISTI• ♦•• '
t' P ING.t
t
EPDXY
DOWEL SPACED ON TWO (2)
FOOT CENTER TO CENTER,
6 INCHES OFF TIE BARS.
NOTES:
1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT
THICKNESS.
2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF
LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION.
3. DOWEL BARS SHALL BE DRILLED & EPDXIED INTO PAVEMENT HORIZONTALLY
BY USE OF MECHANICAL EQUIP.
4. PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE.
3o LONGITUDINAL BUTT JOINT
C11.2 NOT TO SCALE
SURVEYED: RLH
DESIGNED: JC
DRAWN: CMS
AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM
N0. REVISION BY DATE APPR APPROVED: CRJ
SCALE:
L d-
x d
e $
#3 BARS ON 16"
ON CENTER EACH WAY
24" LUBRICATED NO. 8 SMOOTH
DOWEL
URETHANE JOINT
SEALING COMPOUND
a e
b.y I 1 a 2" (MIN.)" a 1-"'7
a
714" MIN.
CLEARANCE
DOWEL SLEEVE (CLOSED END) TO
FIT DOWEL AND BE SECURED.
TO BE INSTALLED 1'-0" C.C.
LUBRICATE THIS END
OTHER CFA APPROVED MATERIAL
NOTES:
1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT
THICKNESS.
2. LONGITUDINAL BUTT CONSTRUCTION MAY BE 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 24'X24' (EVERY OTHER JOINT)
31 EXPANSION JOINT
C11.2 NOT TO SCALE /
N/A
I ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988 •
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
VR
Planning/Building/Public Works Dept.
® Know what's below.
p Call before you dig.
1 Dial 811
t/
T- 406303 R- 406316
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
RECORD CFA STANDARD DETAILS F12/19/2019
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FORPAGE:
CHICK-FIL-A RENTON DRAWING N0:
375 RAINIER AVE S RENTON, WA 98055 C 1 1.2
STORE NO.: 04249 SHEET: OF: 24