HomeMy WebLinkAboutAB-4063IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CHICK-FIL-A RENTON
TED-40-4063Dial 811
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063***TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
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CHICK-FIL-A RENTON
TED-40-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063WWP-27-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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below.Know what's
CHICK-FIL-A RENTON
TED-40-4063WWP-27-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063WTR-27-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063A A
SECTION AAWTR-27-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063WTR-27-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4063WTR-27-4063WWP-27-4063
BUILDING
BUILDING FOOTING
14 1
14
1
VA
R
I
E
S
SE
E
S
I
T
E
P
L
A
N
6"
6"
RAMP
RAMP
4"
6"6"4"A
A
STOP
VAN
ACCESSIBLE
RESERVEDPARKING
7'
M
I
N
.
W
I
D
T
H
5' LAN
DI
N
G
MI
N.
1:20 M
A
X.
LIGHT BROOM FINISH
IF CHANGE IN DIRECTION OR IF
RAMP EXCEEDS 30 FEET
4" THICK CONCRETE
SIDEWALK SECTION 1:20
MAX.
MONOLITHIC CONCRETE
ACCESSIBLE RAMP (3000 PSI)
NOTE:
INSTALL 1" TOOLED RADIUS ON ALL
EXPOSED EDGES SIMILAR AS
SHOWN ON CURB DETAIL
RETAINING
CURB
SUBGRADE COMPACTED AS SPECIFIED
IN GEOTECHNICAL REPORT
CURB (BEYOND)
CONCRETE FLUSH WITH
PAVEMENT
1.5% CROSS SLOPE
MAX.
SECTION A-A
1'-8"3'-0"1'-4"3'-0"8"4"
1'-8"
4"
4"8"NOTE:
SIGNS SHALL BE FABRICATED USING S/F
0.08 NON-ILLUMINATED ALUMINUM WITH
VINYL COPY APPLIED TO THE FIRST
SURFACE.
RED
'REFLECTIVE'
COLOR
WHITE
'REFLECTIVE'
COLOR3"x3" SQUARE
ALUMINUM TUBING,
DARK BRONZE COLOR
OR AS REQUIRED BY
LOCAL JURISDICTION
OR LANDLORD
REQUIREMENTS.
30"30"7'-0"2'-0" (MIN.)1"8"Ø CONCRETE
BASE
GREEN 'REFLECTIVE'
COLOR
BLUE 'REFLECTIVE'
COLOR
WHITE 'REFLECTIVE'
COLOR
BLUE 'REFLECTIVE'
COLOR WITH WHITE
'REFLECTIVE TEXT'
2"x2" SQ. TUBING
1"R
12"18"6"LETTERING STYLE TO BE
HELVETICA MEDIUM
NOTE:
VERIFY COLORS WITH LOCAL
MUNICIPALITY.
D
RIGHT TURN ONLY SIGN
(REFER TO SIGN PACKAGE)
C
CIRCLE BUILDING FOR DRIVE-THRU SIGN
(REFER TO SIGN PACKAGE)
E
ONE WAY SIGN
(REFER TO SIGN PACKAGE)24"18"24"18"
B
ACCESSIBLE PARKING SIGN
(MUTCD R 7-8 AND R 7-8P5)
(CIVIL TO VERIFY SIGN PANELS
AND COLORS WITH STATE/LOCAL
REQUIREMENTS)NOTE:
"SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR"
A
STOP SIGN & STANDARD
MOUNTING POST
(MUTCD R 1-1)
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
AND SIDEWALK JOINTS.
COMPACTED SUBGRADE AS SPECIFIED
7.0' MIN.
(SEE SITE PLAN)
24" CONCRETE
CURB & GUTTER
PAVEMENT,
AS SPECIFIED IN
GEOTECHNICAL REPORT
STABILIZED AGGREGATE
BASE COARSE, AS SPECIFIED
FOR PAVEMENT
RAMP
(BEYOND)
SLOPE 1.5% MAX.
CONCRETE
X X X XX X XXXXXX
12" EXPANSION JOINT
(SEE NOTE #1)
SMOOTH TOOLED
FINISH AROUND
ALL EDGES AND
JOINTS (TYP)
LIGHT BROOM FINISH
(PERPENDICULAR TO TRAVEL PATH)
6"x6"x6 GAUGE WELDED
WIRE FABRIC SEATED AND
SECURED ON STANDS
5'-0" (TYP)2"2"4"12" CONTRACTION JOINT
(SEE NOTE #1)
CONTRACTION JOINT
3000 PSI COMPRESSIVE
STRENGTH CONCRETE
MIX PER SPECIFICATION.2"4"EXPANSION JOINT
12" CONTRACTION JOINT
(SEE NOTE #1)SEE PLANWHITE
'REFLECTIVE'
LETTERS
FACE:
3M REFLECTIVE COPY
(#3272 RED)COLOR
G
PEDESTRIAN CROSSWALK
(REFER TO SIGN PACKAGE)
F
LEFT TURN ONLY SIGN
(REFER TO SIGN PACKAGE)24"18"18.5"12"
60° PARKING 90° PARKING
11.0' V
A
N
8.0' C
A
R
ACCESSIBLE PARKING
SIGN IN BOLLARD
24" CONCRETE
CURB & GUTTER
:4.5'30°
9'20.1' **TYPICAL9.0'
TYPIC
A
L
10.39'
60°
5.0'
4" AGGREGATE
BASE COURSE
4" AGGREGATE BASE
COURSE (MIN)
4" AGGREGATE
BASE COURSE (MIN.)
4" PAINTED LINE (TYP.)
8" DIAM.1'-4"10"1'-10"8"1'-2"
14"R
GUTTER SLOPE SHALL NOT
EXCEED 5% AT LANDING AREA.
4"
NOTES:
1.GENERAL CONTRACTOR SHALL REFER TO
CHICK-FIL-A PARKING LOT STRIPING
SPECIFICATIONS, SEE DETAIL
2.CONTRACTOR SHALL USE WHITE
REFLECTIVE PAINT ON ASPHALT & YELLOW
REFLECTIVE PAINT ON CONCRETE.
PARKING LOT STRIPING SPECIFICATIONS:
STANDARDS:
1.ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS.
2.SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING PAINT. REMOVE ALL OIL, DUST,
GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR
OR SURFACE TEMPERATURES ARE BELOW 40°F.
3.APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT A300 WHITE OR A303 YELLOW
USING EITHER AIRLESS OR CONVENTIONAL LINE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A
GUIDE-ACTUAL SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION:
AIRLESS
·PRESSURE 1800-2700 PSI
·HOSE 14"-38" ID
·TIP 0.015"-0.017"
·FILTER 60 MESH
·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL
VM&P NAPTHA R1K3
CONVENTIONAL
·GUN BLINKS 21 (BLEEDER) OR EQUIVALENT
·FLUID NOZZLE #68
·AIR NOZZLE INTERNAL MIX, #709
·ATOMIZATION PRESSURE 45-80 PSI
·FLUID PRESSURE 40-70 PSI
·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL
VM&P NAPTHA R1K3
·SHERWIN WILLIAMS, H&C SHARK GRIP SLIP RESISTANT ADDITIVE TO BE MEASURED AND ADDED TO ALL
PAINT PER MANUFACTURER'S WRITTEN SPECIFICATIONS. MIX THOROUGHLY PER MANUFACTURER'S
RECOMMENDATIONS SO THAT NO CLUMPING IS APPARENT AND UNTIL EVEN DISTRIBUTION IS ACHIEVED.
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 AT 70 DEGREES F AND 50% RELATIVE HUMIDITY, PAINT WILL DRY WITH NO
TRAFFIC PICKUP AFTER 20 MINUTES.
· GENERAL CONTRACTOR TO RE-STRIPE THE LOT 45 DAYS AFTER
OPENING.
3'R
PAINT SOLID
PAINT SOLID
1'-2"1'-8"1'-8"1'-2"3'-0"
1'-0"1'-2"1'-0"1'-2"3'-0"3'-0"NOTES:
1.GENERAL CONTRACTOR SHALL REFER TO
CHICK-FIL-A PARKING LOT STRIPING
SPECIFICATIONS, SEE DETAIL
2.CONTRACTOR SHALL USE WHITE
REFLECTIVE PAINT ON ASPHALT & YELLOW
REFLECTIVE PAINT ON CONCRETE.
NOTES:
1.GENERAL CONTRACTOR SHALL REFER TO
CHICK-FIL-A PARKING LOT STRIPING
SPECIFICATIONS, SEE DETAIL
2.CONTRACTOR SHALL USE WHITE
REFLECTIVE PAINT ON ASPHALT & YELLOW
REFLECTIVE PAINT ON CONCRETE.
3.IF STOP SIGN IS PROPOSED, STOP LINE
GRAPHIC IS NOT REQUIRED.
NOTES:
1.GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A
PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL
2.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.
VARIE
S,
S
E
E
S
I
T
E
P
L
A
N
5' MIN.
4.0'
PAINTED ACCESSIBILITY
SYMBOL
EXPANSION JOINT
EXPANSION JOINT
24" CONCRETE
CURB & GUTTER
LIGHT BROOM FINISH
SIDEWALK ACCESSIBLE
RAMP
STOP
BAR
2'-0"LENGTH VARIES
PAINT FULL LANE
WIDTH
CENTER "STOP"
IN DRIVE LANE
4" TYP.3'-0"2'-0"12" DECK-O-FOAM EXPANSION
JOINT FILLER W/ PRE-SCORED
STRIP, "ZIP STRIP" OR OTHER
CFA APPROVED MATERIAL
URETHANE JOINT SEALING
COMPOUND
14TBOTH RAMP CURBS TO BE
PAINTED YELLOW, SEE PARKING
LOT STRIPING SPECIFICATION
BLACK
'REFLECTIVE'
COLOR
WHITE
'REFLECTIVE'
COLOR7.5' MIN.BOLLARD
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
6" DIA. SCH. 80 STEEL
PIPE BOLLARD FILLED
WITH CONCRETE.
PAINT DARK BRONZE
(TOP 12" PAINTED
YELLOW)
4000 PSI
CONCRETE
2'-6"6"2'-0"7'-0" TO BOTTOM OF LOWEST REQUIRED SIGN2"X2" SQUARE
TUBING
PAINT CONCRETE BLACK
AFTER CURING AT
ASPHALT LOCATIONS 3'-0"7'SIDEWALK WITH CURB & GUTTER SECTION
NOT TO SCALE
SIDEWALK ACCESSIBLE RAMP
NOT TO SCALE
DRIVE-THRU GRAPHICS
NOT TO SCALE
PAINTED
ACCESSIBILITY SYMBOL
NOT TO SCALE
STOP LINE GRAPHIC
NOT TO SCALE
DIRECTIONAL ARROW
NOT TO SCALE
DIRECTIONAL SIGNAGE
NOT TO SCALE
6
C11.0
1
C11.0
2
C11.0
3
C11.0
4
C11.0
7
C11.0
12
C11.0
TYPICAL CONCRETE SIDEWALK
NOT TO SCALE
11
C11.0
11
C11.0
STANDARD PARKING STALL
NOT TO SCALE
5
C11.0
NOTES:
1.JOINTS AT 5'-0" O.C. TOOLED 12" WIDE, 1" DEEP OR MAX. D4 DEEP
WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL
P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN
VIEW JOINT PATTERN.
5
C11.0
5
C11.0
5
C11.0
5
C11.0
17
C11.1
11
C11.0
11
C11.0
17
C11.0
5
C11.0
6
C11.0
17
C11.1
4
C11.0
20
C11.1
7
C11.0
30"30"ENTER
DO NOT
H
DO NOT ENTER
(REFER TO SIGN PACKAGE)
6'-0"6'-0"MINIMUM 1% SLOPE
AWAY FROM BUILDING.
MAXIMUM 1.5% SLOPE IN
ALL DIRECTIONS AT
LANDING.12"6"
12"18.5"WHITE 'REFLECTIVE'
COLOR
NOTES
1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT
EXCEED 1.5% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS
AISLE IS INSTALLED, IT IS TO BE A VAN SIZE.
2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH
APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND
IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING
SHOWN ON THE SITE LAYOUT PLAN.
3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A 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.
5.0'
pedestriancrosswalk
Circle
ONE
WAY
Right
Turn
Only
Left
Turn
Only
WHITE
'REFLECTIVE'
LETTERS
FACE:
3M REFLECTIVE COPY
(#3272 RED)COLOR
AWNING
AT EN
T
R
Y
D
O
O
R
S
1.5%
M
A
X
.
Building
For
Drive -Thru
Service
24"
7.0' M
I
N
7.0' M
I
N
**CIVIL TO MODIFY PER GEOTECH
REPORT RECOMMENDATIONS**
WHERE LANDING IS ADJACENT TO
ACCESSIBLE PARKING STALLS,
GUTTER SLOPE SHALL NOT
EXCEED 1.5%
**CIVIL TO MODIFY CONCRETE &
AGGREGATE BASES PER GEOTECH
REPORT RECOMMENDATIONS**
**CIVIL TO MODIFY PER GEOTECH
REPORT RECOMMENDATIONS**
12"
**STANDARD PARKING STALL DEPTH FOR 90° PARKING SHALL BE 18'
MINIMUM WHEN NOT IN THE SAME ROW AS 60° PARKING. 60° PARKING
STALL CAN BE REDUCED TO 18' MINIMUM IF SITE CONDITIONS REQUIRE IT.
9
C11.0
8
C11.0
NOT USED
NOT TO SCALE
10
C11.0
8A
C11.0
NOT USED
NOT TO SCALE
NOT USED
NOT TO SCALE
NOT USED
NOT TO SCALE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063TRO-41-4063
NOT USED
NOT TO SCALERAMP
U
P
SEE P
L
A
N
F
O
R
G
R
A
D
E
S
12'
10'
10'
6"
PA
V
E
M
E
N
T
CO
N
C
R
E
T
E
CONC
R
E
T
E
LAND
I
N
G
LAND
S
C
A
P
E
A
R
E
A
OF DRI
V
E
T
H
R
U
CENT
E
R
L
I
N
E
12'
1'-0"
CJ
CJ
CJ
CJ
HEAD
E
R
C
U
R
B,
VARI
A
B
L
E
H
EI
G
H
T
12'-
6
"
M
I
N
.
T
O
F
A
C
E
O
F
C
U
R
B
O
R
T
O
BUILDI
N
G
FACE
AS
P
H
A
L
T
PA
V
E
M
E
N
T
1'-2
"
CONC
R
E
T
E
LANDI
N
G
24" CONCRETE
CURB & GUTTER
LAND
S
C
A
P
E
A
R
E
A
3"
15
C11.1
6"° STEEL PIPE
(SCHEDULE 80) FILLED
WITH CONCRETE
PAINT BOLLARD WITH DARK
BRONZE TONE EXTERIOR
ENAMEL PAINT AND PAINT TOP
12" YELLOW AT ALL LOCATIONS.
ANCHOR STEEL PIPE IN CONCRETE FOOTING,
2'-0" DIAMETER x 2'-6" DEPTH
ASPHALT PAVEMENT
APPLICATIONS
CONCRETE PAVEMENT/
SLAB APPLICATIONS
2'-6"6"2'-0"
TROWELED, ROUNDED
CONCRETE
2"
DRIVE
-
T
H
R
U
WI
N
D
O
W
AGGREGATE BASE COURSE
SEE NOTE #1.
VARIA
B
L
E
H
EI
G
H
T
HEAD
E
R
C
U
R
B
,
NOTE:
1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
6" HE
A
D
E
R
CURB
17
C-4.1
11
C-4.0
EXPANSION JOINT
BOLL
A
R
D
3'-0" UNLESS NOTED OTHERWISEDRIVE-THRU ISOMETRIC
NOT TO SCALE
14
C11.1 20
C11.1
CATCHING CURB AND GUTTER
112"R
1"6"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
12"R
6"13"6"SPILLING CURB AND GUTTER
112"R
1"6"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
12"R
6"12"7"1-1/8"BA
LIGHT BROOM FINISH 1-1/8"24" CONCRETE CURB & GUTTER
NOT TO SCALE
17
C11.1
NOTE:
WHEEL STOPS ONLY TO BE USED WHEN NO OTHER
PRACTICAL OPTION EXISTS
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000
P.S.I. AT 28 DAYS.
2. CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR
FILL) TO THE TOP OF CURB
4. CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/16",-0) WIDE, 1" OR MAX. D/4
DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s,
UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN.
3. AT CONTRACTOR'S OPTION THE GUTTER THICKNESS MAY BE INCREASED AT THE
EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE
COURSE.
DEPRESSED SPILLING CURB AND GUTTER
112"R
7"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
12"R
C
6"
DEPRESSED CATCHING CURB AND GUTTER
112"R
7"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
12"R
7 1/2"D
LIGHT BROOM FINISH
6"3/4"2'-0"6"LIGHT BROOM FINISH
5.0% MAX.3/4"5.0% MAX.
34" PER FT.
34" PER FT.
TH
E
E
D
G
E
O
F
P
A
V
E
M
E
N
T
W
I
T
H
N
O
C
U
R
B
(SE
E
C
I
V
I
L
P
L
A
N
F
O
R
D
I
M
E
N
S
I
O
N
S
)(TO FA
C
E
O
F
BOLL
A
R
D)
LIGHT BROOM FINISH
1:20 MAX.
SLOPE
1:14 MAX.
SLOPE
ROADWAY GUTTER PAN
DEPRESSED
CURB
CURB RAMP
CATCHING GUTTER SECTION AT ACCESSIBLE RAMPE
1:20 MAX.
SLOPE
1:14 MAX.
SLOPE
ROADWAY GUTTER PAN CURB RAMP
SPILLING GUTTER SECTION AT ACCESSIBLE RAMPE
BACK
O
F
C
U
R
B
I
S
2
"
IN FR
O
N
T
O
F
F
A
C
E
O
F
DRIV
E-
T
H
R
U
WI
N
D
O
W
NOTES:
19B
C11.1
19A
C11.1
20
C11.1
18
C11.1
16
C11.1
13
C11.1
19
C11.1
NOT USED
NOT TO SCALE
NOT USED
NOT TO SCALE
NOT USED
NOT TO SCALE
NOT USED
NOT TO SCALE
CONCRETE BOLLARD
NOT TO SCALE
NOT USED
NOT TO SCALE
NOT USED
NOT TO SCALE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063TRO-41-4063
SUBBASE
SEE NOTE #1
SEE PLAN FOR SLAB
THICKNESS
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
14" WIDE SAWED OR PREMOLDED JOINT, 12' MAX.
SPACING, SEAL JOINTS WITH POLYURETHANE
SEALANT TO WITHIN 14" FROM TOP.
PROPOSED PAVING EXISTING PAVING
34" GRADE A36 STEEL DOWEL 14"
LENGTH, 12" O.C. SPACING,
GREASE OR SLEEVE ONE END
SUBBASE
SEE NOTE #1
DOWELED CONSTRUCTION JOINTSEE PLAN FOR SLAB
THICKNESS
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
SUBBASE
SEE NOTE #1
6"x6"x6 GAUGE WELDED
WIRE FABRIC SEATED AND
SECURED ON STANDS
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
MIX PER SPECIFICATION.6"2"XXXX
EXTEND BASE 6" BEYOND FOR
APPLICATIONS WITHOUT CURB &
GUTTER, SIDEWALKS, BUILDINGS
OR OTHER STRUCTURES.
2.5" THICK ASPHALTIC
CONCRETE BINDER COURSE
1.5" THICK ASPHALTIC
CONCRETE SURFACE COURSE
7" THICK AGGREGATE
BASE COURSE
IF PRESENT ON-SITE, UNSUITABLE SUBGRADE
MATERIAL SHALL BE REPLACED WITH SUITABLE
MATERIAL AS SPECIFIED IN THE GEOTECHNICAL
REPORT.
VERTICAL SAW
CUT 38" (MIN.)
URETHANE JOINT
SEALING COMPOUND
DOWEL SPACED ON TWO (2)
FOOT CENTER TO CENTER,
6 INCHES OFF TIE BARS.
EXISTING
PAVING PAVING
PROPOSED
VERTICAL SAW CUT
38" WIDE (MIN.)
114" MIN.
CLEARANCE
DOWEL SLEEVE (CLOSED END) TO
FIT DOWEL AND BE SECURED.
TO BE INSTALLED 1'-0" C.C.DDD424" LUBRICATED NO. 8 SMOOTH
DOWEL
2" (MIN.)
URETHANE
JOINT SEALING COMPOUND
(TOP 14" NO SEALING COMPOUND)5" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS12 DEPTHT4#3 BARS ON 18" CTRS. BOTH
WAYS
24" LUBRICATED SMOOTH NO. 8 DOWEL BAR
1'-3" MIN.14TTOP 14" NO SEALING
COMPOUND
SAWCUT FULL
DEPTH & CURB
& GUTTER
9"-15"
EXPANSION JOINT
NOT TO SCALE
31
C11.25" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS12 DEPTH5" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS12 DEPTH4" AGGREGATE BASE COURSE
SEE NOTE #2.
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.
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
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 & EPOXIED INTO PAVEMENT HORIZONTALLY
BY USE OF MECHANICAL EQUIP.
4.PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE.
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)
#3 BARS ON 16"
ON CENTER EACH WAY
NOTE:
1.SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
NOTE:
1.SECTION IS PROVIDED FOR REFERENCE ONLY. SECTION IS
PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR
SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT
SECTION REQUIREMENTS.
#3 BARS ON 16"
ON CENTER EACH WAY
LUBRICATE THIS END
LUBRICATE EPOXY
XXX
XXX
SUBBASE
SEE NOTE #1
12" DECK-O-FOAM EXPANSION JOINT
FILLER W/ PRE-SCORED STRIP OR
OTHER CFA APPROVED MATERIAL
URETHANE JOINT
SEALING COMPOUND
14TNOTE:
1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
SUBBASE
SEE NOTE #1
TYPICAL ASPHALT SECTION
NOT TO SCALE
TRANSVERSE AND LONGITUDINAL
CONTRACTION JOINT
NOT TO SCALE
TRANSVERSE AND LONGITUDINAL
DOWELED CONSTRUCTION JOINT
NOT TO SCALE
CONCRETE PAVING DRIVE-THRU LANE
NOT TO SCALE
LONGITUDINAL BUTT JOINT
NOT TO SCALE
CONTRACTION JOINT
NOT TO SCALE
21
C11.2
22
C11.2
23
C11.2
25
C11.2
28
C11.2
30
C11.2
TACK COAT
(APPLICATION RATE PER LOCAL
D.O.T. SPECIFICATIONS)
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
NOTE:
1.SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
ASPHALT PAVEMENT
AND BASE COURSE
#4 REBAR FOR CONTINUOUS
REINFORCEMENT OF THICKENED
EDGE
6" SUBBASE
SEE NOTE #1
#3 @ 12" ON CENTER
EACH WAY
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
12"6"MIN.6" AGGREGATE BASE COURSE
SEE NOTE #1.
__"PAVEMENT
THICKNESS
CONCRETE APRON @ TRASH ENCLOSURE
NOT TO SCALE
24
C11.2 10" MINASPHALT PAVEMENT
AND BASE COURSE
__"PAVEMENT
THICKNESS
SEE NOTE #1
12"10" MINNOTE:
1.SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
PAVEMENT EDGE DETAIL
NOT TO SCALE
21A
C11.2
REQUIRED AT ALL JUNCTIONS WITH CONCRETE
9"
BUTT JOINT
NOT TO SCALE
23A
C11.2
SAWCUT EXISTING ASPHALT
FULL DEPTH FOR CLEAN
CONSTRUCTION JOINT
PROPOSED
ASPHALT PAVEMENT
EXISTING
ASPHALT PAVEMENT
JOINT SEALANT
(AC-20, OR EQUIVALENT)2"URETHANE JOINT SEALING
COMPOUND
SUBBASE
SEE NOTE #1
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
MIX PER SPECIFICATION.6"4" AGGREGATE BASE COURSE
SEE NOTE #2.
CONCRETE PAVING PARKING LOT
NOT TO SCALE
26
C11.2 2"#3 @ 12" ON CENTER
EACH WAY
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 ORDER POINT STRIPING
NOT TO SCALE
27
C11.2
29
C11.2
NOT USED
NOT TO SCALE
GEOTECHNICAL ENGINEERING REPORT
JOB NUMBER: 81185084
DATE: 06/21/2018
GEOTEXTILE
FABIRC
GEOTEXTILE
FABIRC
GEOTEXTILE
FABIRC
GEOTEXTILE
FABIRC
GEOTEXTILE
FABIRC
GEOTEXTILE
FABIRC
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063TRO-41-4063
PAINT SOLID
MULTI-LANE SPLIT MULTI-LANE MERGE
6" PIPE BOLLARD
FILLED w. CONCRETE
PAINTED DARK BRONZE
WITH TOP 12" PAINTED
YELLOW
6"
6"
PAINT 2" TOP OF
CURB YELLOW
PAINT FACE OF
CURB YELLOW16"CANOPY ABOVE
MENU BOARD
ISLAND CURB ELEVATION3'-0"8'-0"
ISLAND CURB PLAN5'1.5'2.5'5'1.5'2.5'PAINT SOLID
MULTI-LANE DIRECTIONAL GRAPHICS
NOT TO SCALE
32
C11.3
NOTES:
1.GENERAL CONTRACTOR SHALL REFER TO
CHICK-FIL-A PARKING LOT STRIPING
SPECIFICATIONS, SEE DETAIL
2.CONTRACTOR SHALL USE WHITE
REFLECTIVE PAINT ON ASPHALT & YELLOW
REFLECTIVE PAINT ON CONCRETE.
5
C11.0
20
C11.1
DRIVE THRU ORDER POINT ISLAND CURB
NOT TO SCALE
34
C11.3
CROSSWALK DETAIL
NOT TO SCALE60°5'3'
8" WHITE
4" WHITE
1. REFER TO PARKING LOT STRIPING SPECIFICATION
NOTES:
33
C11.3
1% MINIMUM SLOPE
STORM SEWER PIPE (SIZE VARIES)
SEE GRADING PLAN FOR LOCATION
SEE NOTE #2
SEE NOTE #1
45° BEND
(SCH 40 PVC)
2" MAXIMUM
DOWNSPOUT
1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE
SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2)
FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR
ALLOWABLE PIPE TYPES.
2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY
TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE.
3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE
DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING
THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE
RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN.
PIPING IS FREE OF C.O.
COVER SUCH THAT
LOADING IS NOT
TRANSMITTED TO PIPING.
COMBINATION, TYP.
SANITARY
12" THICK CONCRETE PAD CLEAN OUT AND COVER,
P-15, PRIME AND PAINT
FLAT BLACK.
cl
SAN. C.O. OUTSIDE BUILDING37
C11.3
NOTES:
TYPICAL SECTION AT MANHOLE
AROUND
TRANSITION
TYP. ALL
3'-0"
TRANSITION
TYP. ALL
AROUND
3'-0"
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.)
5
C11.0
BUILDING DOWNSPOUT CONNECTION DETAIL
NOT TO SCALE
38
C11.3
NOTES:
TYPICAL SECTION AT INLET/CATCH BASIN DETAIL
NOT TO SCALE
39
C11.3
TYPICAL SECTION AT INLET/CATCH BASIN
CJ
CJC
J
C
J
EJ
EJEJ EJ6'12'
CONCRETE SLAB
POURED WITH ISLAND
RESUME TYP.
CJ PATTERN
RESUME TYP.
CJ PATTERN
EXTEND CJ
THROUGH CURB
(TYP.)
ASPHALT PAVING
SECTION. SEE
21
C11.2
CJ = CONTRACTION JOINT
EJ = EXPANSION JOINT
8"8"
2. CROSSWALK ALONG AN ACCESSIBLE ROUTE SHALL
MAINTAIN A CROSS SLOPE OF 1.5% MAX AND A
RUNNING SLOPE OF 5% MAX.
6" SCHEDULE 40 PVC WITH
PVC BOOT ADAPTER DOWNSPOUT
COVER PAINTED TO MATCH
4. IF NECESSARY, ADJUST FOOTING TO ALLOW DOWNSPOUT TO BE INSTALLED TIGHT
AGAINST BUILDING
VEHICULAR FLOW
DIRECTION OF
1. SEE PLUMBING PLANS FOR GREASE TRAP DETAIL
2. CLEAN OUT COVERS SHALL BE PROVIDEDED ON ALL CLEANOUTS REGARDLESS OF LOCATION.
3. CONCRETE COLLAR ALSO REQUIRED FOR SINGLE CLEANOUTS IN PAVEMENT20"4"4"4'-0"4'-0"
REAR 18"35
C11.3
36
C11.3
40
C11.3NOT USED
NOT TO SCALE
NOT USED
NOT TO SCALE
NOT USED
NOT TO SCALE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4063TED-40-4063TRO-41-4063
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-40636"12"
2.5"
12" EXPANSION JOINT
PER DETAIL THIS
SHEET
#3 REBAR @ 18" O.C. (VERT) &
#3 REBAR @ 18" O.C. (HORIZ)
C0NTINUOUS LOCATE ALL
BARS MIN. OF 2-1/2" CLEAR
FROM FACE OF CONCRETE
NOTE:
1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4"
AGGREGATE BASE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-40631.
a.
b.
c.
d.
e.
f.
2.
3.
4.
5.