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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
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FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=60'
GEOTECHNICAL
ENGINEER
ENGINEER/LANDSCAPE/
SITE INFORMATION
FLOOD ZONE
R-425001
SURFACE WATER UTILITY
JFarah 11/21/2023
WATER UTILITY
ABDOUL GAFOUR 11/21/2023
REGIONAL FIRE AUTHORITY
cthomas 11/22/2023
APPROVED
WASTEWATER UTILITY
jstowell 11/27/2023
CURRENT PLANNING
AVanGordon12/05/2023
DEVELOPMENT ENGINEERING
yqi 12/05/2023
RAIN
IER
AVE
S
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
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FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440***
SCALE: 1"=20'
R-425002
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
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L
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PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=30'
R-425003
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
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L
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PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440R-425004
DEVELOPMENT ENGINEERING
yqi 12/05/2023
EXISTING
⅊
SCALE: 1"=10'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
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FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440R-425005ADA RAMP
DETA
IL
#1SEE DETA
IL
ON
TH
IS
SHEET
℄
REC NO. 20230928000786
REC NO. 20230928000786
RELINQUISH
ED 09/28/2023
RELINQUISHED
09/28/2023
DEVELOPMENT ENGINEERING
yqi 12/05/2023
SCALE: 1"=10'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440R-425006
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DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
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PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=20'
R-425007
SURFACE WATER UTILITY
JFarah 11/21/2023
REC NO. 20230928000786
REC NO. 20230928000786
RELINQUISH
ED 09/28/2023
REC NO. 20230928000786
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
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PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440R-425008
SURFACE WATER UTILITY
JFarah 11/21/2023
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440R-425009
SURFACE WATER UTILITY
JFarah 11/21/2023
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=20'
R-425010
REC NO. 20230928000786
REC NO. 20230928000786
RELINQUISHED
09/28/2023
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=30'
R-425011
REC NO. 20230928000786
REC NO. 20230928000786
RELINQUISH
ED 09/28/2023
RELINQUISHED
09/28/2023
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=20'
W-425012S-425001WTR-27-4250WWP-27-4250WASTEWATER UTILITY
jstowell 11/27/2023
REC NO. 20230928000786
REC NO. 20230928000786
RELINQUISHED
09/28/2023
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440W-425002S-425002WTR-27-4250WWP-27-4250WASTEWATER UTILITY
jstowell 11/27/2023
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440SCALE: 1"=20'
W-425003S-425003WTR-27-4250WW9-27-4250WASTEWATER UTILITY
jstowell 11/27/2023
REC NO. 20230928000786
REC NO. 20230928000786
RELINQUISHED
09/28/2023
DEVELOPMENT ENGINEERING
yqi 12/05/2023
4" PAINTED LINE (TYP.)
8" DIAM.1'-4"10"1'-10"8"1'-2"
14"R
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 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.
ACCESSIBILITY SYMBOL
NOT TO SCALE
DIRECTIONAL ARROW
NOT TO SCALE
6'-0"6'-0"PAVEMENT MARKINGS - 1
NOT TO SCALE
4
C10.0
1'-8"3'-0"1'-4"3'-0"8"4"
1'-8"
4"
4"8"4"
DRIVE-THRU
NOT TO SCALE
STOP BAR
NOT TO SCALE3'-0"1'-8"
12"
SEE PLAN
5 1/2"
10"
EDGE OF PAVEMENT OR FACE OF CURB
1'-8"1'-8"
STOP BAR
8'-5"
1'-8"4'-0"EDGE OF PAVEMENTOR FACE OF CURB5 1/2"
PAVEMENT MARKINGS - 2
NOT TO SCALE
3
C10.0
NOTES:
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 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.
90° PARKING STRIPING
NOT TO SCALE
2
C10.0 20'-0"TYP.4" TRAFFIC STRIPING
VAN
4" TRAFFIC BLUE
STRIPING @ 45° 2'-0" O.C.
ACCESSIBLE SIGN SEE
SITE SIGN BASE DETAIL
TRAFFIC BLUE
ACCESSIBLE SYMBOL
AND LETTERING
EDGE OF SIDEWALK
FACE OF CURB
9'-0"8'-0"9'-0"9'-0"
TYP.
BUILDING FACE
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
SEE SHEET C6.0
1
C10.0
CONCRETE PAVEMENT DRIVE-THRU LANE
NOT TO SCALE
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
4" AGGREGATE BASE COURSE
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.
#3 @ 24" ON CENTER
EACH WAY
CONCRETE CURB & GUTTER
NOT TO SCALE
6
C10.0
TYPE "B" CURB & GUTTER
112"R
1"6"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS
INDICATED OTHERWISE
12"R
6"12"A
34" PER FT.
TYPE "H" MOUNTABLE CURB & GUTTER
112"R
7"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS
INDICATED OTHERWISE
12"R
B
LIGHT BROOM FINISH
6"
5.0% MAX.
NOTES:
1.CONC. FOR CURBING SHALL HAVE A MIN. COMPRESSIVE
STRENGTH OF 3,500 PSI @ 28 DAYS
2.CONTRACTION JOINTS @ 1-'0" O.C. TOOLED 14" (± 116", -0) WIDE,
1" OR MAX. D/4 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.
2'-0"
CONCRETE SIDEWALK
NOT TO SCALE
7
#####
X X X XX X XXXXXX
12" EXPANSION JOINT
(SEE NOTE #1)
SMOOTH TOOLED
FINISH AROUND
ALL EDGES (TYP)
LIGHT BROOM FINISH
(PERPENDICULAR TO TRAVEL
PATH) CONCRETE SURFACE
AREA INSIDE OF TOOLED EDGE
TO CREATE PICTURE FRAME
EFFECT 6"x6"x6 GAUGE WELDED
WIRE FABRIC SEATED AND
SECURED ON STANDS
5'-0" (TYP)2"2"4"2"
12" CONTRACTION JOINT
(SEE NOTE #1)
CONTRACTION JOINT
3000 PSI COMPRESSIVE
STRENGTH CONCRETE
MIX PER SPECIFICATION.2"2"4"EXPANSION JOINT
12" CONTRACTION JOINT
(SEE NOTE #1)SEE PLAN4" AGGREGATE
BASE COURSE
12" DECK-O-FOAM EXPANSION
JOINT FILLER W/ PRE-SCORED
STRIP OR OTHER CFA
APPROVED MATERIAL
URETHANE JOINT SEALING
COMPOUND, "ZIP STRIP" OR
APPROVED EQUAL.14TNOTES:
1.JOINTS AT 5'-0" O.C. TOOLED 12" WIDE, 1" DEEP OR MAX. D4DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20'
MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED
OTHERWISE ON PLAN VIEW JOINT PATTERN.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
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FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440SCREENED REFUSE ENCLOSURE
NOT TO SCALE
5
C10.0
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.
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R-425012T-425001TRO-41-4250DEVELOPMENT ENGINEERING
yqi 12/05/2023
6
C10.1
CEMENT CONCRETE BARRIER CURB
NOT TO SCALE
5
C10.1
18" STEP-OFF CURB
NOT TO SCALE
6"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
2
C10.1
PAVEMENT EDGE DETAIL
NOT TO SCALE
ASPHALT PAVEMENT
AND BASE COURSEPAVEMENTTHICKNESSSEE NOTE #112"10" MINREQUIRED AT ALL JUNCTIONS WITH CONCRETE
NOTE:
1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
7
C10.1
EXPANSION JOINT
NOT TO SCALE
114" MIN.
CLEARANCE
DOWEL SLEEVE (CLOSED
END) TO FIT DOWEL AND
BE SECURED.
TO BE INSTALLED 1'-0" C.C.
24" LUBRICATED NO. 8 SMOOTH
DOWEL
2" (MIN.)6" TYPICAL (SEE GEOTECHREPORT FOR RECOMMENDATIONS12 DEPTHNOTES:
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
LUBRICATE THIS END
XXX
12" DECK-O-FOAM EXPANSION JOINT
FILLER W/ PRE-SCORED STRIP OR
OTHER CFA APPROVED MATERIAL
URETHANE JOINT
SEALING COMPOUND
14T4
C10.1
CONTRACTION JOINT
NOT TO SCALE
VERTICAL SAW CUT
38" WIDE (MIN.)
URETHANE
JOINT SEALING COMPOUND
(TOP 14" NO SEALING COMPOUND)6" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS12 DEPTHT4#3 BARS ON 18" CTRS. BOTH
WAYS
SUBBASE
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.
3
C10.1
DRIVE-THRU ORDER POINT ISLAND
NOT TO SCALE
6" PIPE BOLLARD
FILLED w. CONCRETE
PAINTED DARK BRONZE
6"
6" PIPE BOLLARD
PAINT 2" TOP OF
CURB YELLOW
PAINT FACE OF
CURB YELLOW12"CANOPY ABOVE
MENU BOARD
ISLAND CURB ELEVATION3'-0"8'-0"
ISLAND PLAN
8
#####
CJ
CJC
J
CJ
EJ
EJEJ EJ6'
12'
CONC. SLAB
POURED W/
ISLAND
RESUME TYP.
CJ PATTERN
RESUME TYP.
CJ PATTERN
EXTEND CJ
THROUGH CURB
(TYP.)CJ = CONTRACTION JOINT
EJ = EXPANSION JOINT
1
C10.1
CONCRETE APRON AT TRASH ENCLOSURE
NOT TO SCALE
ASPHALT PAVEMENT
AND BASE COURSE
#4 REBAR FOR CONTINUOUS
REINFORCEMENT OF
THICKENED EDGE
6" SUBBASE
SEE NOTE #1
#3 @ 24" ON CENTER
EACH WAY
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
12"6"MIN.6" AGGREGATE BASE COURSE
SEE NOTE #1.10" MIN9"PAVEMENTTHICKNESSSEE NOTE #1NOTE:
1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2.CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO
POUR.2"GEOTECHNICAL ENGINEERING
REPORT
JOB NUMBER: 26205050
DATE: DECEMBER 21, 2020
8
#####
CONCRETE BOLLARD
NOT TO SCALE
6"° STEEL PIPE
(SCHEDULE 80) FILLED
WITH CONCRETE
PAINT BOLLARD WITH DARK
BRONZE TONE EXTERIOR
ENAMEL PAINT AT DRIVE THRU.
PAINT BOLLARD WITH BRONZE
COLOR AT ALL OTHER
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
7
C10.1
EXPANSION JOINT
3'-0" UNLESS NOTED OTHERWISE5'-0" AT DRIVE-THRU WINDOWIN COMPLIANCE WITH CITY OF RENTON STANDARDS
CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
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TON21036182 C23000412PR18-000439LUA 21-000440Dial 811
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R-425013
DEVELOPMENT ENGINEERING
yqi 12/05/2023
TYPICAL HMAC PAVEMENT SECTION
NOT TO SCALE
2
C10.2
EXTEND BASE 6" BEYOND FOR
APPLICATIONS WITHOUT CURB &
GUTTER, SIDEWALKS, BUILDINGS
OR OTHER STRUCTURES.
4" ASPHALT SURFACE
COURSE, SEE NOTE 2
7" THICK AGGREGATE
BASE COURSE
IF PRESENT ON-SITE, UNSUITABLE SUBGRADE
MATERIAL SHALL BE REPLACED WITH SUITABLE
MATERIAL AS SPECIFIED IN THE GEOTECHNICAL
REPORT.
NOTE:
1.GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC
GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE,
AND SUBGRADE SECTION REQUIREMENTS.
2.MINIMUM PAVEMENT THICKNESS SHOULD BE 6" GRADED
AGGREGATE BASE, 2.5"ASPHALT PAVEMENT BINDER & 1.5"
ASPHALT PAVEMENT SURFACE COURSE TACK COAT.
SUBBASE
SEE NOTE #1
STOP
VAN
ACCESSIBLE
RESERVEDPARKING
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)
NOTE:
"SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR"
A
STOP SIGN & STANDARD
MOUNTING POST
(MUTCD R 1-1)
WHITE
'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"
BLACK
'REFLECTIVE'
COLOR
WHITE
'REFLECTIVE'
COLOR
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'DIRECTIONAL SIGNAGE
NOT TO SCALE
6
C10.2
30"30"ENTER
DO NOT
H
DO NOT ENTER
(REFER TO SIGN
PACKAGE)
12"18.5"WHITE 'REFLECTIVE'
COLOR
pedestriancrosswalk
Circle
ONE
WAY
Right
Turn
Only
Left
Turn
Only
WHITE
'REFLECTIVE'
LETTERS
FACE:
3M REFLECTIVE
COPY
(#3272 RED)COLOR
Building
For
Drive -Thru
Service
ORDER POINT STRIPING
NOT TO SCALE
5
C10.2
3
C10.2
MENU BOARD
MICROPHONE
SPEAKER
DRIV
E
T
H
R
U
L
A
N
E
CON
C
R
E
T
E
P
A
VI
N
G
1
2
2
5
3
4
6
7
1
2
3
4
5
6
7
PREFAB (FOLDED) LOOP (1.5' x 5')
1/2" PVC COUPLING
1/2" PVC SLEEVE COUPLING
1/2" PVC TUBING (3' LENGTH)
1/2" PVC CORNER FITTING
1/2" PVC 90° ELBOW
1/2" PVC TUBING (2' LENGTH)
PARTS LIST
ISOMETRIC VIEW
MENU BOARD LOOP DETECTION SYSTEM (ISO. VIEW)
NOT TO SCALE
NOTES:
1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY
MH ELECTRONICS, INC.
2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.
12 - 18"3'3'3'7.5'LOOP
1.5 x 5 FEET
9' - 9.5'
NOTES:
1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION
LOOP MANUFACTURED BY MH ELECTRONICS, INC.
2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR
INSTALLATION.
CONDUIT FROM
BUILDING
MENU BOARD
FOUNDATION
MENU BOARD
LOOP
SUPPORT
VEHICLE LOOP
DETECTOR
DRIVE THRU LANE
CONCRETE PAVING 2" CLEAR BETWEEN
LOOP AND SURFACE
PLAN VIEW
SECTION VIEW
3' CLEAR PERIMETER, FREE
FROM REBAR, WIRE SCREEN,
REINFORCING BARS, ELECTRIC
CABLE OR METAL OBJECTS.
1
4
2
5
MENU BOARD LOOP DETECTION SYSTEM
NOT TO SCALE
4
C10.2
1
2
3
4
5
6
7
PREFAB (FOLDED) LOOP (1.5' x 5')
1/2" PVC COUPLING
1/2" PVC SLEEVE COUPLING
1/2" PVC TUBING (3' LENGTH)
1/2" PVC CORNER FITTING
1/2" PVC 90° ELBOW
1/2" PVC TUBING (2' LENGTH)
PARTS LIST
9'-0"9'-0"8'-6"2'-0"PIVOT
FLAT CUT ALUMINUM COPY ON FACE OF
ARM FACING ENTRY TO DRIVE-THRU TO
MATCH SW #5403 GRAY
DRIVE-THRU LANE
13'-6"
3" x 3" x 316" HSS w/ CAPPED ENDS
FOOTING DESIGN SHOWN FOR REFERENCE ONLY. FOOTING
DESIGN PER SIGN PLAN WITH SEPARATE FOOTING PLAN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440Dial 811
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R-425014T-425002TRO-41-4250DRIVE THRU CLEARANCE BAR
NOT TO SCALE
1
C10.2
NOTE:
1.ENTIRE CLEARANCE BAR & HARDWARE TO BE POWDER
COATED QPC 9-820 MATTE BLACK FINISH
2.CLEARANCE BAR ARM TO ROTATE WHEN STRUCK &
RETURN TO ORIGINAL POSITION.
3.COORDINATE W/THE ARCHITECT & STRUCTURAL
ENGINEER.
6" x 6" x 316" HSS
ST'L. SQ. HSS
ETCHED PLATE ON REAR OF CENTER SUPPORT; SEE SIGN
STANDARDS
DEVELOPMENT ENGINEERING
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440NOTE:
1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4"
AGGREGATE BASE
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.
R-425015
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440SECTION A-A
NOT TO SCALE
R-425016
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4250ALEX D O NALD B
E
L
L
PRO
FESSIONA L E N G INEERREGIST E R E DSTATE O F W ASHI
NG
TON21036182 C23000412PR18-000439LUA 21-000440R-425017
DEVELOPMENT ENGINEERING
yqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDSDial 811Callbefore you dig.below.Know what'sCHICK-FIL-A RENTONTED-40-4250
C23000412PR18-000439 LUA 21-000440TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevin Roletto, P.E.Phone: 425-250-058310/13/2023R-425018TRANSPORTATION OPERATIONcbarnes 11/29/2023TRANSPORTATION OPERATIONcbarnes 11/29/2023DEVELOPMENT ENGINEERINGyqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDSDial 811Callbefore you dig.below.Know what'sCHICK-FIL-A RENTONTED-40-4250
C23000412PR18-000439 LUA 21-000440TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevin Roletto, P.E.Phone: 425-250-058310/13/2023R-425019TRANSPORTATION OPERATIONcbarnes 11/29/2023DEVELOPMENT ENGINEERINGyqi 12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440L1
LANDSCAPE NOTES
1
LANDSCAPE NOTES
N/A
DEVELOPMENT ENGINEERING
yqi 12/05/2023
CURRENT PLANNING
AVanGordon12/05/2023
PRESERVE AND
PROTECT 20"
ACER RUBRUM
6 STALLS
3 STALLS
4 STALLS
9 STALLS
3 STALLS
5 STALLS
4 STALLS
3 STALLS
6 STALLS
437 SF
407 SF
PRESERVE & PROTECT
EXISTING OFF SITE
SHRUBS THIS SIDE OF
SITE, TYP.
51.8'
P
A
R
KI
N
G
L
O
T
F
R
O
N
T
A
G
E 242.9
'
PARK
ING
LOT
FRONTAGE
EXISTING LANDSCAPING TO
BE RETAINED, TYP.
EXISTING LANDSCAPING
TO BE RETAINED
PROPOSED PATIO. SEE PAVER
DETAILS AND NOTES THIS SET.
SEE CIVIL SET FOR GRADING
376 SF
205 SF
231 SF
445 SF
330 SF
PROPOSED PLAZA. SEE PAVING
INFORMATION THIS SET
10'
PRESERVE AND
PROTECT EXISTING
DECIDUOUS TREE
PRESERVE AND PROTECT
EXISTING DECID. STREET
TREES BETWEEN
SIDEWALK & STREET -
(5) TOTAL
PRESERVE AND PROTECT
EXISTING DECID. TREES ON
EAST SIDE OF SITE -
(5) TOTAL
PRESERVE AND PROTECT EXISTING
DECIDUOUS PARKING LOT TREES -
(2) TOTAL. EXISTING TREES DO NOT COUNT
TOWARDS THE REQUIRED INTERIOR
PARKING LOT TREES
6 STALLS
4 STALLS
6'
7.5'8.8'
23.5'19.8'
18'
24'16'7.3'
16.5'
5'
2.9'
10'
8'
14'20.7
'7.8
'52.2'22.5
'10.8'
EXISTING SCREENWALL
EXISTING LANDSCAPING TO BE
RETAINED. INSTALL SUPPLEMENTAL
PLANTS AS SHOWN. SHIFT LOCATIONS
OF NEW PLANTS AS NECESSARY IN
ORDER TO AVOID IMPACTING EXISTING
PLANTS
21.2'22.5
'
390 SF
19.3'
INSTALL NEW PLANTS AMONGST
EXISTING. SHIFT NEW PLANTS TO
AVOID DAMAGING EXISTING
23.1'21.4
'
INSTALL NEW PLANTS AMONGST
EXISTING. SHIFT NEW PLANTS TO
AVOID DAMAGING EXISTING
6 STALLS
437 SF
1 STALL
205 SF
117 SF
6'
7.5'8.8'
23.5'19.8'
10'10.8'
21.2'
EXISTING DECIDUOUS TREE TO REMAIN
-
PARKING LOT PERIMETER LANDSCAPING 3,367 SF
-
STREET FRONTAGE LANDSCAPING 3,165 SF
INCLUDES LANDSCAPING WITHIN
ROW
-
ADDITIONAL PARKING LOT LANDSCAPING 2,115 SF
DOES NOT CONTRIBUTE TO THE
REQUIRED INTERIOR PARKING LOT
LANDSCAPING
-
EXISTING LANDSCAPE TO REMAIN 716 SF
PRESERVE AND PROTECT ALL
EXISTING VEGETATION AND OTHER
LANDSCAPING DESIGNATED TO
REMAIN. CONTRACTOR SHALL
REPLACE DAMAGED VEGETATION
AND REPAIR ALL DAMAGED
LANDSCAPING RESULTING FROM
CONSTRUCTION AND RELATED
ACTIVITIES.
-
EXISTING EVERGREEN TREE TO REMAIN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-0004402
LANDSCAPE REQUIREMENTS & CALCULATIONS
1" = 20'-0"
NOTES:
1.PROPERTY ZONED "COMMERCIAL ARTERIAL (CA)"
2.54 TOTAL PARKING STALLS PROPOSED (33 EXISTING
STALLS TO REMAIN IN ORIGINAL LOCATIONS PLUS 21
STALLS ADDED IN RE-CONFIGURED AREAS)
3.TREE SIZE AS DIAMETER AT BREAST HEIGHT(DBH) MEANS
TREE CALIPER IS TO BE MEASURED AT 4.5' ABOVE GRADE.
L2
LANDSCAPE REQUIREMENTS &
CALCULATIONS
ABOVE-GROUND UTILITY
SYMBOL DESCRIPTION
HEAVY DASHED LINE
INDICATES INTERIOR
PARKING LOT LANDSCAPING
LANDSCAPE BEDS LESS
THAN 8 FT. WIDE DO NOT
CONTRIBUTE TO
INTERIOR PARKING LOT
LANDSCAPING, TYP.
EXISTING LIGHT POLE
LANDSCAPE BEDS LESS
THAN 8 FT. WIDE DO NOT
CONTRIBUTE TO
INTERIOR PARKING LOT
LANDSCAPING, TYP.
PARKING LOT TREE
PARKING LOT TREE
PARKING LOT TREE
PARKING LOT TREE
PARKING LOT
TREE
PARKING LOT
TREE
PARKING LOT TREE
PARKING LOT TREE
SYMBOL DESCRIPTION QUANTITY
PROPOSED TREE -
SEE SHEET L3
WALL TO SCREEN UTILITY VAULT
PARKING LOT TREE
DEVELOPMENT ENGINEERING
yqi 12/05/2023
CURRENT PLANNING
AVanGordon12/05/2023
PRESERVE AND
PROTECT 20"
ACER RUBRUM
PRESERVE & PROTECT
EXISTING OFF SITE
SHRUBS THIS SIDE OF
SITE, TYP.
M
N
NN
N
Ma
Ma
Ma
Ma
Ma
Ma
Ma
MnMnMn
MnMnMn
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Mn
MnMn
Mn
Mn
Vo
Vo
Vo
D
D
D
Mn
MnMn
Mn
Mn
Mn
Mn
Mn
Mn
Mn
Mn
Mn
D D
D
F F
FF F
Vo
Vo
Vo
Sf SfSf
Sf SfSf
SfSf
Mn
Mn
Mn
Mn
sbsbsb
sb
sb sb
Mn
Mn
Mn
Mn
Mn
Mn
Mn
D
D
EXISTING LANDSCAPING TO
BE RETAINED, TYP.
EXISTING LANDSCAPING
TO BE RETAINED
SfSf
Sf
Sf
Sf PROPOSED PATIO. SEE PAVER
DETAILS AND NOTES THIS SET.
SEE CIVIL SET FOR GRADING
F F
Vo
Vo
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
NN
NN
N
F F F
F
FFF
M
R
R
R
MnMn
Mn
Mn Mn
Sf
R RNN
RR
R
RR
R
R
R
R
R
N
N
Vo
Vo
VoVo
N N N
MnNNN
sb
sbNN
N
Ma
Ma
Ma
Ma
Ma
Ma
R
R
R
Mn
Mn
R
Sf
Sf
Sf
Sf Sf
Sf
Sf
MaMaMaMnMnMn
Ma MaMaMnMn
Mn
Mn
N
Ma
PROPOSED PLAZA. SEE PAVING
INFORMATION THIS SET
Ma
Ma
Ma
R
PRESERVE AND
PROTECT EXISTING
DECIDUOUS TREE
PRESERVE AND PROTECT
EXISTING DECID. STREET
TREES BETWEEN
SIDEWALK & STREET -
(5) TOTAL
PRESERVE AND PROTECT
EXISTING DECID. TREES ON
EAST SIDE OF SITE -
(5) TOTAL
PRESERVE AND PROTECT EXISTING
DECIDUOUS PARKING LOT TREES -
(2) TOTAL. EXISTING TREES DO NOT COUNT
TOWARDS THE REQUIRED INTERIOR
PARKING LOT TREES
Vo
N
Mn
Mn
N
Ma
Mn
EXISTING SCREENWALL
MaMaMaMaMaMaMaMaMa
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma MMM
sb
Mn
Ma
Ma
R
R
R
R
R
R
Sf
Ma
Ma
Ma
Sf
Sf
Sf
Sf
Sf
Ma
Ma
Ma
Ma
Sf
Vo
Vo
EXISTING LANDSCAPING TO BE
RETAINED. INSTALL SUPPLEMENTAL
PLANTS AS SHOWN. SHIFT LOCATIONS
OF NEW PLANTS AS NECESSARY IN
ORDER TO AVOID IMPACTING EXISTING
PLANTS
R
R
Ma
Ma
Vo
Vo
Vo
Mn
Mn
Ma
Ma
Ma
Sf
Sf
SfRR
R
Vo
Vo
Vo
D
D
D
D
D
D
Ma
Ma
Ma
Vo
Vo
Sf
Sf
Sf
D
D
Vo Vo
Ma
Ma
Ma
N
N
N
Sf
Sf
Sf
INSTALL NEW PLANTS AMONGST
EXISTING. SHIFT NEW PLANTS TO
AVOID DAMAGING EXISTING
DD
D
SfSf
D
Sf
Mn
MnMn
SfSf
Sf
SfSfRRSf
R
R
Mn
Sf
Sf
R
R Mn
Sf Sf
R
R Mn
Sf Sf
INSTALL NEW PLANTS AMONGST
EXISTING. SHIFT NEW PLANTS TO
AVOID DAMAGING EXISTING
Vo
Vo
Vo
R
R
R
Ma
Ma
Sf
Sf
Sf
Sf
Sf
R
R
R
Vo
Vo
Vo
Vo
Sf
Sf
Sf
Sf
Sf
Sf
D
D
D
D
D
D
D
Sf
SfSf
D
D
M
DDD
Sf SfSf Sf
Mn
FFFF
FF
F
VoVo
Vo
Vo
N
NN
N
Mn
MnMn
Mn
Mn
Mn
Mn
Mn
D D
D
F F
FF F
Sf SfSf
Sf SfSf
SfSf
Mn
Mn
Mn
sbsbsb
sb
sb sb
Mn
Mn
Mn
D
D F F
M
R
R
R
MnMn
Mn
Mn Mn
SfSf
Sf
R RNN
VoMnMnMn
R
R
R
R
R
R
Sf
Sf
Sf
Sf SfR
MaMaMaMaMaMaMaMaMaMaMaMaMaMaMaMaMa
Ma
Ma
Ma
Ma
Ma
Ma
Ma
Ma
MaMa
Ma
Ma
Ma
MaMMM
MaMa Ma
sb
Mn
Ma
Ma
Ma
Sf
Sf
Sf
SEE 'GRADING
AT PARKING
LOT PLANTERS'
DETAIL, THIS
SET
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-0004403
LANDSCAPE PLAN
1" = 20'-0"
L3
LANDSCAPE PLAN
EXISTING LIGHT
TRASH ENCLOSURE
SEE 'GRADING AT
PARKING LOT
PLANTERS' DETAIL,
THIS SET
PROPOSED LIGHT -
SEE CIVIL AND
LIGHTING PLANS
EXISTING LIGHT POLE. STREET TREES
MINIMUM 10' AWAY FROM LIGHT
PROPOSED SCREENWALL. SEE
DRAWING SET AND SPECIFICATIONS
BY WARE-MALCOMB
PROPOSED SCREENWALL. SEE
DRAWING SET AND SPECIFICATIONS
BY WARE-MALCOMB
DEVELOPMENT ENGINEERING
yqi 12/05/2023
CURRENT PLANNING
AVanGordon12/05/2023
TREES QTY BOTANICAL / COMMON NAME CONT.SIZE WATER USE ORIGIN FOLIAGE
5 ACER CIRCINATUM / VINE MAPLE B & B 2" DBH OR 3" TOTAL MULTI-STEM LOW NATIVE DECIDUOUS
STAKE AND GUY ONE GROWING SEASON. MIN. 3 STEMS
8 CORNUS NUTTALLII / PACIFIC DOGWOOD B & B 2" DBH LOW NATIVE DECIDUOUS
NURSERY GROWN, BRANCHING AT 5'. STAKE AND GUY ONE
GROWING SEASON.
14 PSEUDOTSUGA MENZIESII `FASTIGIATA` / FASTIGIATA DOUGLAS FIR B & B 6` MIN HT LOW NATIVE EVERGREEN
FULL AND MATCHING, STAKE AND GUY ONE YEAR
3 ZELKOVA SERRATA 'GREEN VASE' / GREEN VASE JAPANESE ZELKOVA B & B 2" DBH LOW ADAPTIVE DECIDUOUS
STAKE AND GUY ONE GROWING SEASON. STREET TREE
SHRUBS QTY BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE
32 BLECHNUM SPICANT / DEER FERN #2 LOW NATIVE EVERGREEN 36" o.c.
120 MAHONIA AQUIFOLIUM / OREGON GRAPE #2 LOW NATIVE EVERGREEN 48" o.c.
FULL AND BUSHY
65 MAHONIA AQUIFOLIUM 'COMPACTA' / OREGON GRAPE #2 LOW NATIVE EVERGREEN 48" o.c.
FULL AND BUSHY
28 MAHONIA NERVOSA / OREGON GRAPE #2 LOW NATIVE EVERGREEN 42" o.c.
FULL AND BUSHY
5 MORELLA CALIFORNICA / CALIFORNIA WAX MYRTLE #2 LOW NATIVE EVERGREEN 72" o.c.
FULL AND BUSHY
72 POLYSTICHUM MUNITUM / WESTERN SWORD FERN #2 LOW NATIVE EVERGREEN 48" o.c.
FULL AND BUSHY. MIN. 3 FRONDS
45 RIBES SANGUINEUM / RED FLOWERING CURRANT #2 LOW NATIVE DECIDUOUS 48" o.c.
FULL AND BUSHY
9 SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY #2 LOW NATIVE DECIDUOUS 48" o.c.
FULL AND BUSHY
37 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY #2 LOW NATIVE EVERGREEN 48" o.c.
FULL AND BUSHY
GRASSES QTY BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE
21 FESTUCA IDAHOENSIS / IDAHO FESCUE #2 LOW NATIVE DECIDUOUS 24" o.c.
FULL TOP GROWTH
GROUND COVERS QTY BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE
363 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL.LOW NATIVE EVERGREEN 30" o.c.
FULL TOP GROWTH, WELL ROOTED
155 GAULTHERIA SHALLON / SALAL 1 GAL.LOW NATIVE EVERGREEN 30" o.c.
FULL TOP GROWTH, WELL ROOTED
D
Ma
Mn
N
M
Sf
R
sb
Vo
F
PLANT SCHEDULE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440L4
PLANT SCHEDULE
4
PLANT SCHEDULE
N/A
NOTES
1.SEE ELECTRICAL PLANS FOR PLAZA ILLUMINATION PLAN AND DETAILS.
2.SEE CIVIL SET FOR SPOT ELEVATIONS.
3.PLAZA PAVER SPECIFICATIONS:
3.1.PAVERS SHALL BE MUTUAL MATERIALS ROMAN CLAY PAVERS. SEE
CUTSHEET THIS SHEET.
3.2.PAVERS SHALL BE SET IN MORTAR SETTING BEDS PER
MANUFACTURER'S RECOMMENDATIONS.
3.3.PAVERS SHALL BE SET IN HERRINGBONE PATTERN WITH SOLDIER
COURSE EDGE. SEE DETAILS THIS SHEET.
HERRINGBONE PAVER COLOR: MAUNA LOA
SOLDIER COURSE (BORDER) PAVER COLOR: INCA
3.4.OBTAIN EACH TYPE OF UNIT PAVER, JOINT MATERIAL, AND
SETTING MATERIAL FROM SINGLE SOURCE WITH RESOURCES TO
PROVIDE MATERIALS AND PRODUCTS OF CONSISTENT QUALITY IN
APPEARANCE AND PHYSICAL PROPERTIES. PROVIDE PAVERS
WITHOUT FROGS OR CORE IN SURFACES EXPOSED TO VIEW IN
THE COMPLETED WORK.
3.5.EFFLORESCENSE: PAVER SHALL BE RATED "NOT EFFLORESCED"
WHEN TESTED ACCORDING TO ASTM C67.
SOLDIER COURSE EDGE
PLAZA PAVER DETAILS AND NOTES
NOTES
TOTAL SHRUBS AND GRASSES PROPOSED: 434
TOTAL EVERGREEN SHRUBS PROPOSED: 359
82.7% SHRUBS ARE EVERGREEN
100% OF PROPOSED GROUND COVER IS EVERGREEN
DEVELOPMENT ENGINEERING
yqi 12/05/2023
CURRENT PLANNING
AVanGordon12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-0004405
LANDSCAPE AND PLANTING DETAILS
VARIES
L5
LANDSCAPE DETAILS
DEVELOPMENT ENGINEERING
yqi 12/05/2023
CURRENT PLANNING
AVanGordon12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-0004406
IRRIGATION PLAN
1" = 20'-0"
L6
IRRIGATION PLAN
EXISTING IRRIGATION POINT OF
CONNECTION UTILIZING
EXISTING 1" WATER METER
NO IRRIGATION FOR LANDSCAPING
WITHIN RIGHT OF WAY
NO IRRIGATION FOR LANDSCAPING
WITHIN RIGHT OF WAY
LANDSCAPE CONTRACTOR TO
COORDINATE WITH G.C. ANY
IRRIGATION SLEEVES
PROPOSED SIDEWALK. SEE CIVIL SET
PROPOSED SIDEWALK. SEE CIVIL SET
LANDSCAPE IRRIGATION NOTE
CONNECT TO EXISTING IRRIGATION
SYSTEM. CONTRACTOR TO CONFIRM
POINT OF CONNECTION LOCATION,
CONTROLLER LOCATION, RAIN SENSOR
LOCATION AND CAPACITY OF EXISTING
IRRIGATION SYSTEM AND ITS
CONTROLLER TO PROVIDE FOR NEW
VALVES
DEVELOPMENT ENGINEERING
yqi 12/05/2023
CURRENT PLANNING
AVanGordon12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-0004407
IRRIGATION NOTES & DETAILS
N/A
L7
IRRIGATION NOTES & DETAILS
LANDSCAPE IRRIGATION NOTES
DRIP IRRIGATION VALVE
NOT TO SCALE
DRIPLINE BURIAL
NOT TO SCALE
DEVELOPMENT ENGINEERING
yqi 12/05/2023
CURRENT PLANNING
AVanGordon12/05/2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-0004408
IRRIGATION DETAILS
N/A
L8
IRRIGATION DETAILS
4" - 6"
Dripline Maximum Lateral Lengths (Feet)
Inlet Pressure
psi
12" Spacing 18" Spacing 24" Spacing
Nominal Flow
(gph)
Nominal Flow
(gph)
Nominal Flow
(gph)
0.6 0.9 0.6 0.9 0.6 0.9
15 273 155 314 250 424 322
20 318 169 353 294 508 368
30 360 230 413 350 586 414
40 395 255 465 402 652 474
50 417 285 528 420 720 488
60 460 290 596 455 780 514
DRIPLINE CENTER FEED LAYOUT
NOT TO SCALE
DRIPLINE END FEED LAYOUT
NOT TO SCALE
·
·
·
·
0.6 0.9 0.6 0.9 0.6 0.9
15 273 155 314 250 424 322
20 318 169 353 294 508 368
30 360 230 413 350 586 414
40 395 255 465 402 652 474
50 417 285 528 420 720 488
60 460 290 596 455 780 514
Inlet Pressure psiNominal Flow (gph)
12" Spacing
Nominal Flow (gph)
18" Spacing 24" Spacing
Nominal Flow (gph)
Dripline Maximum Lateral Lengths (Feet)
·
·
·
·
DRIPLINE IRREGULAR SHAPED LAYOUT
NOT TO SCALE
DRIPLINE ODD CURVES LAYOUT
NOT TO SCALE
DEVELOPMENT ENGINEERING
yqi 12/05/2023
CURRENT PLANNING
AVanGordon12/05/2023
EXISTING LANDSCAPING TO
BE RETAINED, TYP.
Sf
Sf
Sf
Sf
Sf
PROPOSED PATIO. SEE PAVERS
DETAILS AND NOTES THIS SET.
SEE CIVIL SET FOR GRADING
NN
NN
N
F F F
F
F
F
F
PROPOSED PLAZA. SEE PAVING
INFORMATION THIS SET
SIDEWALK & STREET -
(5) TOTALVoSfD
N
N
N
Sf
Sf
Sf
INSTALL NEW PLANTS AMONGST
EXISTING. SHIFT NEW PLANTS TO
AVOID DAMAGING EXISTING
DD
D
SfSf
D
Sf
Mn
Mn
Mn
Sf
Sf
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-0004409
PATIO PLAN
N/A
L9
PATIO PLAN
NOTES
1.SEE CIVIL PLAZA GRADING SHEET C4.1, FOR SPOT ELEVATIONS, AND
WALL HEIGHTS.
2.PLAZA PAVER SPECIFICATIONS:
2.1.PAVERS SHALL BE MUTUAL MATERIALS ROMAN CLAY PAVERS. SEE
CUTSHEET THIS SHEET.
2.2.PAVERS SHALL BE SET IN MORTAR SETTING BEDS PER
MANUFACTURER'S RECOMMENDATIONS.
2.3.PAVERS SHALL BE SET IN HERRINGBONE PATTERN WITH SOLDIER
COURSE EDGE. SEE DETAILS THIS SHEET.
HERRINGBONE PAVER COLOR: MAUNA LOA
SOLDIER COURSE (BORDER) PAVER COLOR: INCA
2.4.OBTAIN EACH TYPE OF UNIT PAVER, JOINT MATERIAL, AND
SETTING MATERIAL FROM SINGLE SOURCE WITH RESOURCES TO
PROVIDE MATERIALS AND PRODUCTS OF CONSISTENT QUALITY IN
APPEARANCE AND PHYSICAL PROPERTIES. PROVIDE PAVERS
WITHOUT FROGS OR CORE IN SURFACES EXPOSED TO VIEW IN
THE COMPLETED WORK.
2.5.EFFLORESCENSE: PAVER SHALL BE RATED "NOT EFFLORESCED"
WHEN TESTED ACCORDING TO ASTM C67.
SOLDIER COURSE EDGE
1.APPROXIMATE LOCATION FOR EXISTING RECESSED WALL
MOUNTED LIGHTS IN RAISED PLANTERS/RAISED TAPERED
PLANTER WALLS. CONTRACTOR SHALL COORDINATE WITH
ELECTRICAL PLANS FOR LOCATIONS AND CONDUIT
REQUIREMENTS. SEE SPECIFICATIONS THIS SHEET.
2.EXISTING BENCH BY BENCHMARK DESIGN GROUP
WENDOVER BENCH - 4131
80" W X 22" D X 36" H
FINISH #34 FINE TEXTURED BRONZE 449/96511
EX. RAISED CONCRETE PLANTER BOX.
PEDESTRIAN PLAZA WALKING SURFACE PAVERS
HERRINGBONE PATTERN, TYP. SEE NOTES THIS SHEET.
PEDESTRIAN PLAZA WALKING SURFACE PAVERS SOLDIER
COURSE BORDER TO MATCH GRADES OF PROPOSED WALKING
SURFACE AND EXITING PLANTER BOX. SEE NOTES THIS SHEET.
SEE CIVIL PLANS FOR GRADING INFO.
PEDESTRIAN PLAZA WALKING
SURFACE PAVERS SOLDIER
COURSE BORDER, TYP. SEE
NOTES THIS SHEET.
PEDESTRIAN PLAZA WALKING
SURFACE PAVERS SOLDIER
COURSE BORDER, TYP. SEE
NOTES THIS SHEET.
HEX TABLE WITH UMBRELLA. SEE
ARCHITECTURAL PLANS FOR
DETAILS.
HEX TABLE WITH UMBRELLA. SEE
ARCHITECTURAL PLANS FOR
DETAILS.
TRASH RECEPTACLE SEE ARCHITECTURAL
PLANS FOR DETAILS.
PLAZA PLANT SCHEDULE
FESTUCA IDAHOENSIS / IDAHO FESCUE
N
F
Sf
ORNAMENTAL GRASS
SYMBOL BOTANICAL NAME/COMMON NAME
MAHONIA NERVOSA / LOW OREGON GRAPE
POLYSTICHUM MUNITUM / SWORD FERN
FERN
SHRUB
NOTE: ALL PROPOSED PLANT MATERIAL, EXCEPT STREET TREES,
IS NATIVE TO THE PUGET SOUND REGION
SEE SHEET L-4 FOR FULL PLANT SCHEDULE
DEVELOPMENT ENGINEERING
yqi 12/05/2023
CURRENT PLANNING
AVanGordon12/05/2023