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RECORD CFA STANDARD DETAILS
FOR
HI K-FIL-A RENTON
C C
SECTION 18, TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
7 SIDEWALK ACCESSIBLE PAINTED ACCESSIBILITY 4 2"X2" SQUARE
C11.0 RAMP 6 ACCESSIBLE PARKING SYMBOL C11.0 NOTE: TUBING
C11.0 SIGN IN BOLLARD BOLLARD 20SIGNS SHALL BE FABRICATED USING S/F
0.08 NON -ILLUMINATED ALUMINUM WITH
AWNING 24„ C11.1 30" VINYL COPY APPLIED TO THE FIRST
I - 24" CONCRETE 7 RED SURFACE.
Z I
1 - 1 I 6" DIA. SCH. 80 STEEL
L J CURB &GUTTER C11.1
I in I I I 'REFLECTIVE' NOTE: PIPE BOLLARD FILLED -
10.39' I I COLOR VERIFY COLORS WITH LOCAL
MWITH CONCRETE.
MUNICIPALITY.
v 30 STOP PAINT DARK BRONZE
(TOP 12" PAINTED
YELLOW)
v 9'
EL
C11.0 NOT TO SCALE - 1-4" -� 1-4" A° R
NOTES: 2 DRIVE-THRU GRAPHICS
1. GENERAL CONTRACTOR SHALL REFER TO C11.0
CHIC A PARKING LOT STRIPING e NOT TO SCALE
SPECIFICATIONS, SEE DETAIL C11.0 \ \ 1\
2. CONTRACTOR SHALL USE WHITE NOTES: 60° PARKING 900 PARKING
1. GENERAL CONTRACTOR SHALL REFER TO
REFLECTIVE PAINT ON ASPHALT & YELLOW CHICK-FIL-A PARKING LOT STRIPING e
REFLECTIVE PAINT ON CONCRETE. SPECIFICATIONS, SEE DETAIL C11.0 **STANDARD PARKING STALL DEPTH FOR 900 PARKING SHALL BE 18'
2. CONTRACTOR SHALL USE WHITE MINIMUM WHEN NOT IN THE SAME ROW AS 600 PARKING. 600 PARKING
STOP REFLECTIVE PAINT ON ASPHALT & YELLOW STALL CAN BE REDUCED TO 18' MINIMUM IF SITE CONDITIONS REQUIRE IT.
BAR REFLECTIVE PAINT ON CONCRETE.
NOTES PARKING LOT STRIPING SPECIFICATIONS:
N 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT STANDARDS:
8" DIAM. EXCEED 1.5% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS 1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS.
LENGTH VARIES a AISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING PAINT. REMOVE ALL OIL, DUST,
PAINT FULL LANE GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR
WIDTH
i� 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH OR SURFACE TEMPERATURES ARE BELOW 40°F.
o APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND 3. APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT A300 WHITE OR A303 YELLOW
IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING USING EITHER AIRLESS OR CONVENTIONAL LINE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A
SHOWN ON THE SITE LAYOUT PLAN. GUIDE -ACTUAL SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION:
0 4" PAINTED LINE (TYP.) 2^
CENTER "STOP" � 1'- _ 3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING AIRLESS
IN DRIVE LANE LOT STRIPING SPECIFICATIONS. • PRESSURE 1800-2700 PSI
4" TYP. 14"R 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR • T PSE 0.015" 0.017"
PAIN E D STRIPING ON ASPHALT PARKING LOTS. • FILTER 60 MESH
•
REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL
3 STOP LINE GRAPHIC 4 ACCESSIBILITY SYMBOL 5 CONTCTOR SHALLSTTRIPIINNGONCONCR TEEPA KIINGLOTOWREFLECTIVE PAINT FORS.
VM&PNAPTHAR1K3
C11.0 NOT TO SCALE C11.0 NOT TO SCALE CONVENTIONAL
6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT • GUN BLINKS 21 (BLEEDER) OR EQUIVALENT
TO SIDEWALK. FLUID NOZZLE #68
• AIR NOZZLE INTERNAL MIX, #709
NOTES: NOTES: 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED ATOMIZATION PRESSURE 45-80 PSI
1. GENERAL CONTRACTOR SHALL REFER TO 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. FLUID PRESSURE 40-70 PSI
CHICK-FIL-A PARKING LOT STRIPING e PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL C11.0 • REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL
SPECIFICATIONS, SEE DETAIL C11.0 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON VM&P NAPTHA R1K3
2. CONTRACTOR SHALL USE WHITE ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE,
REFLECTIVE PAINT ON ASPHALT & YELLOW UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR • SHERWIN WILLIAMS, H&C SHARK GRIP SLIP RESISTANT ADDITIVE TO BE MEASURED AND ADDED TO ALL
REFLECTIVE PAINT ON CONCRETE. IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES PAINT PER MANUFACTURER'S WRITTEN SPECIFICATIONS. MIX THOROUGHLY PER MANUFACTURER'S
3. IF STOP SIGN IS PROPOSED, STOP LINE DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. RECOMMENDATIONS SO THAT NO CLUMPING IS APPARENT AND UNTIL EVEN DISTRIBUTION IS ACHIEVED.
GRAPHIC IS NOT REQUIRED. MAINTAIN EVEN DISTRIBUTION OF ADDITIVE IN PAINT THROUGHOUT THE APPLICATION PROCESS.
• MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS
WET TO ACHIEVE A SPREAD RATE OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON.
APPLIED AT THIS RATE Al 70 DEGREES F AND 50 % RELATIVE HUMIDITY PAINT WILL DRY WITH NO
0
M DRIVEL
1'-0" U-0" 1'-2" 1'-0" 1'-2" o
M
1 DIRECTIONAL ARROW THRU
3"x3" SQUARE
ALUMINUM TUBING,
DARK BRONZE COLOR
OR AS REQUIRED BY
LOCAL JURISDICTION
OR LANDLORD
REQUIREMENTS.
0
WHITE PAINT CONCRETE BLACK
'REFLECTIVE' AFTER CURING AT
COLOR ASPHALT LOCATIONS
12"
GREEN 'REFLECTIVE' 4000 PSI
COLOR CONCRETE
6
8"0 CONCRETE Z
BASE r
9
A_
STOP SIGN & STANDARD
MOUNTING POST
(MUTCD R 1-1)
RESER
PARKING BLUE'REFLECTIVE'
COLOR
WHITE 'REFLECTIVE'
COLOR
R BLUE'REFLECTIVE' I
COLOR WITH WHITEVAN
-
tO ACCESSIBLE 'REFLECTIVE TEXT' -I
WHITE'REFLECTIVE'
COLOR
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
2"x2" SQ. TUBING
LETTERING STYLE TO BE
HELVETICA MEDIUM
B
ACCESSIBLE PARKING SIGN
(MUTCD R 7-8 AND R 7-8P5)
(CIVIL TO VERIFY SIGN PANELS
AND COLORS WITH STATE/LOCAL
REQUIREMENTS)
4" THICK CONCRETE °
1.5% CROSS SLOPE SIDEWALK SECTION 1:20 TRAFFIC PICKUP AFTER 20 MINUTES.
MAX NOTE: MAX GENERAL CONTRACTOR TO RE -STRIPE THE LOT 45 DAYS AFTER
INSTALL 1" TOOLED RADIUS ON ALL MINIMUM 1% SLOPE �• SF�cS �qq7 OPENING.
RAMP EXPOSED EDGES SIMILAR AS AWAY FROM BUILDING. M/y TF FS
(BEYOND) SHOWN ON CURB DETAIL MAXIMUM 1.5% SLOPE IN �70rti qt 5 STANDARD PARKING STALL
RETAINING CURB (BEYOND) ALL DIRECTIONS AT C11.0 NOT TO SCALE
CURB LANDING. �O�\N
CONCRETE CONCRETE FLUSH WITH s"
PAVEMENT
SUBGRADE COMPACTED AS SPECIFIED
IN GEOTECHNICAL REPORT 5t��\�, LIGHT BROOM FINISH
MONOLITHIC CONCRETE
COURSE (MIN) BASE -I 0 \� JP�\ 6 ACCESSIBLE RAMP (3000 PSI)
**CIVIL TO MODIFY PER GEOTECH
REPORT RECOMMENDATIONS** q GUTTER SLOPE SHALL NOT
No, EXCEED 5% AT LANDING AREA.
SECTION A -A / P WHERE LANDING IS ADJACENT TO
ACCESSIBLE PARKING STALLS,
GUTTER SLOPE SHALL NOT
4••
EXCEED 1.5%
pRs LIGHT BROOM FINISH
6\'P\5��yp0
CURB & GUTTER 1 1.0
IF CHANGE IN DIRECTION OR IF s • BOTH RAMP CURBS TO BE
RAMP EXCEEDS 30 FEET PAINTED YELLOW, SEE PARKING cJ
LOT STRIPING SPECIFICATION C11.0
7 SIDEWALK ACCESSIBLE RAMP
C11.0 NOT TO SCALE
g NOT USED gq NOT USED
C11.0 NOT TO SCALE C11.0 NOT TO SCALE
SMOOTH TOOLED
FINISH AROUND }" EXPANSION JOINT 4"CONTRACTION JOINT
ALL EDGES AND (SEE NOTE #1)� (SEE NOTE #1)
JOINTS (TYP)
NOT USED
NOT TO SCALE
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
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5'-0" (TYP)
CIVIL TO MODIFY CONCRETE &
AGGREGATE BASES PER GEOTECH
LIGHT BROOM FINISH
REPORT RECOMMENDATIONS**
(PERPENDICULAR TO TRAVEL PATH)
URETHANE JOINT SEALING
6"x6"x6 GAUGE WELDED
COMPOUND
WIRE FABRIC SEATED AND
SECURED ON STANDS
Z.11
3000 PSI COMPRESSIVE
w
STRENGTH CONCRETE
iv iv
MIX PER SPECIFICATION.
(" CONTRACTION JOINT
T" DECK-O-FOAM EXPANSION
z
4" AGGREGATE
(SEE NOTE #1)
BASE COURSE
JOINT FILLER W/PRE-SCORED
STRIP, "ZIP STRIP" OR OTHER
CFA APPROVED MATERIAL
EXPANSION JOINT CONTRACTION JOINT
11 TYPICAL CONCRETE SIDEWALK
C11.0 NOT TO SCALE
NOTES:
1. JOINTS AT 5'-0" O.C. TOOLED }" 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.
SURVEYED: RLH
DESIGNED: JC
DRAWN: CMS
AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM
NO. REVISION BY DATE APPR APPROVED: CRJ
18"
Circle WHITE
REFLECTIVE' Left
[Drive
uilding LETTERS
FOr urn
-Thru FACE:ervice 3M REFLECTIVE COPY Only
(#3272 RED)COLOR
C F
CIRCLE BUILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN
(REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE)
18"
WHITE
'REFLECTIVE'
Right LETTERS
Turn FACE:
3M REFLECTIVE COPY
Only (#3272RED)COLOR R�eian
D G
RIGHT TURN ONLY SIGN PEDESTRIAN CROSSWALK
(REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE)
-I 1= 18" 30„
:I I I-
_ BLACK
I I I I_ REFLECTIVE'
LI -1II « ' I -I 1=1II COLOR O NOT
,. ' • III=1 O N E D
= I=1 1= N WAY WHITE M
-III . " III -III REFLECTIVE'
COLOR ENTER
_� I I I tll 11=1 11=1 I•I I I III I• IIIII I II I I
Ill llllllillllilllllI1 1IIII IIIIIIIII- - E H
2'4" ONE WAY SIGN DO NOT ENTER
(REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE)
BOLLARD MOUNTED SIGN DETAIL
6 DIRECTIONAL SIGNAGE
C11.0 NOT TO SCALE
NOTE:
"SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR"
g NOT USED
C11.0 NOT TO SCALE
SIDEWALK ELEVATIONS VARY - HOLD
FLUSH WITH FINISHED FLOOR AT
ENTRANCE WAYS. PLANTING AREAS MAY
EXIST BETWEEN THE BUILDING AND THE
BACK -OF -SIDEWALK (SEE SITE PLAN).
EXPANSION JOINTS DO NOT APPLY TO
SIDEWALK SECTION ADJACENT TO
PLANTING AREAS.
NOTICE: ALWAYS ALIGN CURB BUILDING
AND SIDEWALK JOINTS.
BUILDING FOOTING. 4"
4" AGGREGATE -
BASE COURSE MIN.
*CIVIL TO MODIFY PER GEOTECH
REPORT RECOMMENDATIONS**
7.0' MIN.
SLOPE 1.5% MAX.
24" CONCRETE
PAVEMENT,
AS SPECIFIED IN
GEOTECHNICAL REPORT
STABILIZED AGGREGATE
BASE COARSE, AS SPECIFIED
FOR PAVEMENT
COMPACTED SUBGRADE AS SPECIFIED
SIDEWALK WITH CURB & GUTTER SECTION
NOT TO SCALE
�.RF5 JENS
G pF W y� 'L
o
z
,p 47671
�c7s F01 S 1 ERF'
s/ONA L F -51
SCALE:
VERTICAL: NAVD 1988
N/A
/
HORIZONTAL: NAD 1983/1991
CITY OF
RENTON
•
I ONE INCH
Planning/Building/Public Works Dept.
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
0® Know what's below.
p Call before you dig.
1 Dial 811
T- 406301 R- 406314
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
RECORD CFA STANDARD DETAILS F12/19/2019
0 FOR PAGE:
CHICK-FIL-A RENTON DRAWING NO:
® 375 RAINIER AVE S RENTON, WA 98055 C 1 1 .0
STORE NO.:04249 SHEET:19 OF:24