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4000 PSI COMPRESSIVE
N STRENGTH CONCRETE
MIX PER SPECIFICATION.
i 6"x6'k6 GAUGE WELDED
r WIRE FABRIC SEATED AND
N SECURED ON STANDS
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4" AGGREGATE BASE COURSE
SEE NOTE #1.
SUBBASE
SEE NOTE #1
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2. CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO
POUR.
CONCRETE PAVEMENT DRIVE-THRU LANE
NOT TO SCALE
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.
SCREENED REFUSE ENCLOSURE
NOT TO SCALE
CFA DETAILS
FOR
CHICK=PIL=A RENTON
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
ACCESSIBLE SIGN SEE
SITE SIGN BASE DETAIL
r-BUILDING FACE
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EDGE OF SIDEWALK
FACE OF CURB
SEE SHEET C6.0 Q a
L� L�
VAN
9'-0" 8'-0" 9'-0" 9'-0" 4" TRAFFIC STRIPING
TRAFFIC BLUE
ACCESSIBLE SYMBOL TYP.
AND LETTERING 4" TRAFFIC BLUE
#3 @ 24" ON CENTER STRIPING @ 45° 2'-0" O.C.
EACH WAY
NOTES
1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. IF
ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE.
2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES
& ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT.
3. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS.
4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS.
5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING
LOTS.
6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK.
7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH
CURB OR A RAMP.
8. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE.
9. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR
900 PARKING STRIPING
NOT TO SCALE
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS
INDICATED OTHERWISE
2'-0"
"R
z 6" 1
• 1�"R
TYPE "B" CURB & GUTTER O
PAVEMENT DIMENSIOAI REFER TO
FACE OF CURB UNLESS
INDICATED OTHERWISE
2'-0"
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z 11"R
5.0%
e
LIGHT BROOM FINISH
TYPE "H" MOUNTABLE CURB & GUTTER O
NOTES:
1. CONC. FOR CURBING SHALL HAVE A MIN. COMPRESSIVE
STRENGTH OF 3,500 PSI @ 28 DAYS
2. CONTRACTION JOINTS @ 120" O.C. TOOLED 14"(± %6", -0) WIDE,
1 " OR MAX. D14 DEPTH WHICHEVER IS GREATER. EXPANSION
JOINTS @ 40'-0" MAX. UNLESS NOTED OTHERWISE ON PLANS
3. IF NEEDED, DOWEL INTO ADJACENT CONC. SLAB PER THE
EXPANSION JOINT DETAIL.
4. GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE &
LONGITUDINAL.
CONCRETE CURB & GUTTER
NOT TO SCALE
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
N0.
REVISION
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1 4DRIVE
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co-THRU
�4"
DRIVE-THRU
NOT TO SCALE
NOTES:
I. GENERAL CONTRACTOR SHALL REFER TO PARKING
LOT STRIPING SPECIFICATIONS, SEE DETAIL
2. PAVEMENT MARKINGS SHALL BE APPLIED
ACCORDING TO REQUIREMENTS AS OUTLINED IN
SECTION 3B OF THE CURRENT MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES
3. CONTRACTOR SHALL USE WHITE REFLECTIVE
PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT
ON CONCRETE, UNLESS UPON VERIFICATION BY
THE GENERAL CONTRACTOR IT IS DETERMINED
THAT LOCAL, STATE, OR ADA CODES DIFFER, IN
WHICH CASE THESE CODES SHALL GOVERN.
4. IF STOP SIGNS ARE PROPOSED, "STOP" LETTERING
ON STOP BAR DETAIL IS NOT REQUIRED.
EDGE OF PAVEMENT OR FACE OF CURB
12" o
STOP BAR v
I I $ -5
PAVEMENT MARKINGS - 2
NOT TO SCALE
5L10
"
SEE PLAN
STOP BAR
NOT TO SCALE
SMOOTH TOOLED" CONTRACTION JOINT
FINISH AROUND z ' EXPANSION JOINT
ALL EDGES (TYP) (SEE NOTE #1) (SEE NOTE #1)
O
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•
•
�3'
5'-0" (TYP)
LIGHT BROOM FINISH
(PERPENDICULAR TO TRAVE/
PATH) CONCRETE SURFACE
AREA INSIDE OF TOOLED EDGE
TO CREATE PICTURE FRAME
EFFECT URETHANE JOINT SEALING 6'k6'k6 GAUGE WELDED
COMPOUND, 'ZIP STRIP" OR WIRE FABRIC SEATED AND
APPROVED EQUAL. SECURED ON STANDS
3000 PSI COMPRESSIVE
N J 2"STRENGTH CONCRETE N N 2"
MIX PER SPECIFICATION.
x z- --� x x... x z� X: ..x..:. X
J ` 4"AGGREGATE �z"CONTRACTION JOINT
/z" DECK-O-FOAM EXPANSION (SEE NOTE #1)
JOINT FILLER W/ PRE -SCORED BASE COURSE
STRIP OR OTHER CFA
APPROVED MATERIAL
EXPANSION JOINT CONTRACTION JOINT
NOTES:
1. JOINTS AT 5'-0" O.C. TOOLED 2" WIDE, 1 " DEEP OR MAX. °-°
DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20'
MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED
OTHERWISE ON PLAN VIEW JOINT PATTERN.
CONCRETE SIDEWALK
NOT TO SCALE
SURVEYED: RLH
DESIGNED: Apg
DRAWN: MMM
CHECKED: is
BY DATE APPR APPROVED: ADB
PAINT SOLID
1'-2" V-0"
DIRECTIONAL ARROW
NOT TO SCALE
4" PAINTED LINE (TYP.)
ACCESSIBILITY SYMBOL
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NOT TO SCALE
NOTES:
C'7
1.
GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL
2.
PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE
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CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
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3.
CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE,
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UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA
CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN.
CID
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PAVEMENT MARKINGS - 1
�
C10.0 NOT TO SCALE
SCALE:
/ VERTICAL: NAVD 1988 •
N A HORIZONTAL: NAD 1983/1991 CITY OF
VR
I
RENTON
•
I ONE INCH Nxil
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
0 Know what's below.
p Call before you dig.
1 Dial 811
T-4250011 [R--4-25012
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Ar IL
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
CN0:
10.0
SHEET: OF: 1 20