HomeMy WebLinkAboutCD-4063IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CHICK-FIL-A RENTON
TED-40-4063Dial 811
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REGIONAL FIRE AUTHORITY
cthomas 01/07/2020
APPROVEDSURFACE WATER UTILITY
jfarah 01/07/2020
WASTEWATER UTILITY
mbenoit 01/08/2020
WATER UTILITY
agafour 01/08/2020
APPROVED
01/09/2020 msippo
DEVELOPMENT ENGINEERING DIVISION
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063***TED-40-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063TED-40-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063SURFACE WATER UTILITY
jfarah 01/07/2020
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063SURFACE WATER UTILITY
jfarah 01/07/2020
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063SURFACE WATER UTILITY
jfarah 01/07/2020
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063SURFACE WATER UTILITY
jfarah 01/07/2020
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063TED-40-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-40638 ft
13 ft
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4063WWP-27-4063WASTEWATER UTILITY
mbenoit 01/08/2020
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063WWP-27-4063WASTEWATER UTILITY
mbenoit 01/08/2020
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063WTR-27-4063////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
provide in-line check
valve approximately
as shown within
ddcva or near tee
per cor std. detail
360.4
WATER UTILITY
agafour 01/08/2020
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-4063A A
SECTION AAWTR-27-4063WATER UTILITY
agafour 01/08/2020
NEW 1.5-INCH WATER METER AND SERVICE LINE
FROM MAIN LINE TO BE PROVIDED AND
INSTALLED BY CITY FORCES
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4063WTR-27-4063NOT USEDWATER UTILITY
agafour 01/08/2020
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4063WTR-27-4063WWP-27-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
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' LA
N
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
SI
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
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CHICK-FIL-A RENTON
TED-40-4063TRO-41-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
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
LANDI
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"
CR
O
S
S
S
L
O
P
E
2%
CJ
CJ
CJ
CJ
HEAD
E
R
C
U
R
B
,
VARIA
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
BUILD
I
N
G
FACE
AS
P
H
A
L
T
PA
V
E
M
E
N
T
1'-2
"
CONC
R
E
T
E
LAND
I
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
W
I
N
D
O
W
AGGREGATE BASE COURSE
SEE NOTE #1.
VARI
A
B
L
E
H
E
I
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.
3 4" 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
DRIVE
-
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
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CHICK-FIL-A RENTON
TED-40-4063TRO-41-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
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 DEPTH6" AGGREGATE BASE COURSE
SEE NOTE #1.
NOTE:
1.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.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 6"
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.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
NOTE:
1.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 ASPHLT 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.
NOTE:
1.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.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"6" AGGREGATE BASE COURSE
SEE NOTE #1.
CONCRETE PAVING PARKING LOT
NOT TO SCALE
26
C11.2 2"#3 @ 12" ON CENTER
EACH WAY
NOTE:
1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 6"
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
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CHICK-FIL-A RENTON
TED-40-4063TRO-41-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
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
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below.Know what's
CHICK-FIL-A RENTON
TED-40-4063TED-40-4063TRO-41-4063DEVELOPMENT ENGINEERING
msippo 01/09/2020
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
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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CHICK-FIL-A RENTON
TED-40-40631.
a.
b.
c.
d.
e.
f.
2.
3.
4.
5.
DEVELOPMENT ENGINEERING
msippo 01/09/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
RLH
JLB
JLB
JLB
JLB
CHICK-FIL-A RENTON
801/21/21TED-40-40633 RESPONSE TO CITY COMMENTS JLB JLB11/12/19
NOT FOR CONSTRUCTION
L1
LANDSCAPE NOTES AND REQUIREMENTS
1
LANDSCAPE NOTES AND REQUIREMENTS
N/A
LIST OF LANDSCAPE
ABBREVIATIONS
ANSI AMERICAN NATIONAL
STANDARDS INSTITUTE
ARCH ARCHITECTURAL DOCUMENTS
B&B BALLED AND BURLAPPED
BC BOTTOM OF CURB
BW BOTTOM OF WALL
BOC BACK OF CURB
CAL CALIPER. PER CITY OF
RENTON, CALIPER SHALL BE
MEASURED AT 4.5' ABOVE
GRADE. SYNONYMS: DBH.
CIVIL CIVIL ENGINEERING
DOCUMENTS
CONT CONTAINER
CY CUBIC YARDS
DBH DIAMETER AT BREAST HEIGHT
DEMO DEMOLITION
DIA DIAMETER
DT DROUGHT TOLERANT
DTLS DETAIL DRAWINGS
ESMT EASEMENT
ELEC ELECTRICAL DOCUMENTS
EX EXISTING
FOC FACE OF CURB
FT FEET
GAL GALLON
HT HEIGHT
LF LINEAR FEET
LIM LIMIT OF WORK
MAX MAXIMUM
MECH MECHANICAL DOCUMENTS
MIN MINIMUM
NIC NOT IN CONTRACT
OC ON CENTER
OAE OR APPROVED EQUAL
P&P PRESERVE AND PROTECT
PA PLANTING AREA
PH PHASE
POC POINT OF CONNECTION
PRECON PRE-CONSTRUCTION
PROP PROPOSED
PT PRESSURE TREATED
REP REPRESENTATIVE
REQ REQUIREMENTS
SPEC SPECIFICATIONS
SF SQUARE FEET
TEMP TEMPORARY
TC TOP OF CURB
TP TREE PROTECTION
TW TOP OF WALL
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
WD WIDTH
CURRENT PLANNING
Matt Herrera 01/07/2020
SOU
T
H
3
R
D
P
L RAIN
IER
AVE
SOUTH
PRESERVE AND PROTECT
20" ACER RUBRUM
20" ACER RUBRUM,
TO BE REMOVED
12" ACER RUBRUM,
TO BE REMOVED
8" ACER RUBRUM,
TO BE REMOVED
6" DECIDUOUS
TREE TO BE
RETAINED
12" ACER
RUBRUM, TO
BE REMOVED
6" DECIDUOUS
TREE TO BE
RETAINED
FIRE HYDRANT, TYP
TRASH ENCLOSURE
PROP LINE, TYP
POWER ESMT
GAS ESMT
SLOPES & UTIL ESMT
POWER ESMT
GAS ESMT
SEWER ESMT
EXISTING
STREETSCAPE
TO REMAIN
WALL PER
CONDITION #24.
SEE STRUCT
PLAN SHEET
A4/S303 AND
GRADING PLAN
SHEET C4.0.
SETBACK LINE, TYP
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
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below.Know what's
RLH
JLB
JLB
JLB
JLB
CHICK-FIL-A RENTON
801/21/21TED-40-40633 RESPONSE TO CITY COMMENTS JLB JLB11/12/19
NOT FOR CONSTRUCTION
L2
2
TREE RETENTION AND REPLACEMENT PLAN
1" = 20'-0"
TOTAL: 6 TREES
NOTES
1.SEE TREE RETENTION REPORT PREPARED BY
GREENFOREST, INC., DATED NOVEMBER 1, 2019.
2.TREE REMOVAL RECOMMENDATION DUE TO
INSTALLATION OF GAS LINE AND PROPOSED SITE
GRADING.
TREE RETENTION AND REPLACEMENT PLAN
TREES BOTANICAL / COMMON NAME CONT.SIZE WATER USE ORIGIN FOLIAGE QTY
ACER CIRCINATUM / VINE MAPLE B & B 6` MIN HT LOW NATIVE DECIDUOUS 2
MULTI-TRUNK SPECIMENS ONLY.
ACER TRUNCATUM X A. PLAT. `WARRENRED` / PACIFIC SUNSET MAPLE B & B 2" DBH DECIDUOUS HYBRID DECIDUOUS 1
PINUS CONTORTA / SHORE PINE B & B 6` MIN HT MEDIUM NATIVE EVERGREEN 3
TREE REPLACEMENT SCHEDULE
provide tree
protection per city
detail
CURRENT PLANNING
Matt Herrera 01/07/2020
SOU
T
H
3
R
D
P
L RAIN
IER
AVE
SOUTH
157.54 sq.ft.
134.97 sq.ft.
125.51 sq.ft.
157.55 sq.ft.
178.68 sq.ft.
192.20 sq.ft.
200.20 sq.ft.
795.18 sq.ft.
4 SPA
C
E
S6 SPACES6 SPACES6 SPACES6 SPAC
E
S
6 SPAC
E
S
4 SPAC
E
S
4 SPAC
E
S
154'
= 5 TREES REQ8'8'
9.9'
9.9'
11.5'
23.1'10.2
'
8.2'
8'
FIRE HYDRANT, TYP
TRASH ENCLOSURE
PROP LINE, TYP
POWER ESMT
GAS ESMT
SLOPES & UTIL ESMT
POWER ESMT
GAS ESMT
SEWER ESMT
EXISTING
STREETSCAPE
TO REMAIN
WALL PER
CONDITION #24.
SEE STRUCT
PLAN SHEET
A4/S303 AND
GRADING PLAN
SHEET C4.0.
SETBACK LINE, TYP
PARKING LOT INTERIOR LANDSCAPING 1,942 SF
585 SF REQ
-
PARKING LOT PERIMETER LANDSCAPING 1,623 SF
-
STREET FRONTAGE LANDSCAPING 2,071 SF
-
EXISTING TREE TO REMAIN
CODE REQUIRED LANDSCAPING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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RLH
JLB
JLB
JLB
JLB
CHICK-FIL-A RENTON
801/21/21TED-40-40633 RESPONSE TO CITY COMMENTS JLB JLB11/12/19
NOT FOR CONSTRUCTION
3
CODE REQUIRED LANDSCAPE PLAN AND CALCULATIONS
1" = 20'-0"
NOTES:
1.PROPERTY ZONED "COMMERCIAL ARTERIAL (CA)"
2.39 PARKING SPACES PROPOSED
3.TREE CALIPER TO BE MEASURED AT 4.5' ABOVE GRADE
CODE REQUIRED LANDSCAPE PROPOSED
PARKING LOT INTERIOR LANDSCAPE (39 SPACES)
1.1 TREE / 6 SPACES = 7 TREES REQUIRED 7 TREES
2.15 SF LANDSCAPE / 1 SPACE = 585 SF REQUIRED 2,004 SF
PARKING LOT PERIMETER LANDSCAPE (197 FT)
1.1 TREE / 30' STREET FRONTAGE = 7 TREES REQUIRED 7 TREES
2.>50% SHRUBS EVERGREEN REQUIRED 77.4%
TREE REPLACEMENT
1.6 TREES REQUIRED 6 TREES
PROPOSED
L3
CODE REQUIRED LANDSCAPE PLAN
AND CALCULATIONS
CURRENT PLANNING
Matt Herrera 01/07/2020
SOU
T
H
3
R
D
P
L RAIN
IER
AVE
SOUTH
TTT
T
TTT
TTT
T
TTT
T
TTT
TTT
T
TTT
T
TTT
TTTT
TTT
T
TTT
T
TTT
TTT
T
TTT
T
TTT
TTT
T
TTT
T
TTT
TTTT
TTT
T
TTT
T
TTT
TTT
T
TTT
T
TTT
TT
F
F
FRRnRnRnPP
P
PP
Cx
Cx
R
RR
PPP
P
P P
PP
P
P
P
P
P
PPP
TTTTTT
PP P
P
FF
F
FF
FF
P
P P
DV
DV
DV
DV
DV
DV
DV
DV
P P
P
P
PPP
P
Mn
B
MnMn
UTILITY SCREENING:
FAST-GROWING, TALL,
EVERGREEN SHRUBS. SEE
DETAILS FOR EXHIBIT.
R
R
F
F
F F F
FF
R
R
P P
P
P
P
PPP
P
P
PP
Mn
Mn
Mn Mn
Mn
Mn
Mn
Mn
Mn
PERIMETER SCREENING
SCREENING: TALL,
SPINY SHRUBS
NN
N
N
N
N
N
N N
N
N
R
B B B B B B B B B B B B B B B B B B B B B B B B B B B
B BB
B T T T T T T T T T T T T T T T
BBBBBBBBBBB
BB
B
B
B
B
B
B
DV
MnMnMnMnMnMn
N N NNNNN
C
C
C
C
C
C
C
Rn
Rn
Rn
Rn
Rn
Rn Rn
Rn
Rn
N
N
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
DV
Mn
Mn
Mn
Mn
MnMn
Mn
Mn
Mn
Mn
Mn
Mn
Mn
RnRn
Mn
CsR
Cs
P
P
P
P
P
P P PP
P P
P
P
P
PP
P
P
PP
MnMn
Mn
Mn
Mn
Mn
Mn
Mn
P
P
P
P
Cs CsCsCs CsCs CsCsCsCsCs
CsCsCs Cs
P
CsCsCsCsCsCsCsCsCsCsCsCsCsCsCs
P
CsCs
CsCs
Cs Cs P P P
P
P
P
P
P
CsCs
CsCs
SCREENING: TALL,
SPINY SHRUBS
N
NN
Cs CsCsCs CsCs Cs
Cs
PP
PP
PP
PP
PP
PP
PP
PP
PP
PPPP
PP
F
F
F
Cs
Cs Cs CsCsCs CsCs CsCsCsCs
CsCs
CsCs
PP
PP
PP
PP
PP
PP
PP
Cs
P
PP PP PPP
PPPPPPP
F
N
DV
DV
PP
N
DV
DV
DV
DV
DV
DV
DV
DV
DV
Mn
Mn
MnMn
P PPP
P
NNNNN
NNNN
NNN
DV
DV
DV
DV
DV
DVDV
DVDVDVDV
DV
UTILITY CONFLICTS
MAY EXIST.
CONTRACTOR SHALL
FIELD-VERIFY ALL
UTILITY LOCATIONS
AND SHALL
IMMEDIATELY NOTIFY
LANDSCAPE
ARCHITECT OF ALL
DISCREPANCIES, TYP.
DV
DV
DV
DV
RCC
A
A
A
A
A
A
FIRE HYDRANT, TYP
TRASH ENCLOSURE
PROP LINE, TYP
POWER ESMT
GAS ESMT
SLOPES & UTIL ESMT
POWER ESMT
GAS ESMT
SEWER ESMT
EXISTING
STREETSCAPE
TO REMAIN
WALL PER
CONDITION #24.
SEE STRUCT
PLAN SHEET
A4/S303 AND
GRADING PLAN
SHEET C4.0.
SETBACK LINE, TYP
B B
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
Pt
BLACK POWDER-COATED CHAIN LINK FENCE WITH BLACK
PRIVACY FENCE SLATS. HEIGHT TO MATCH TRASH
ENCLOSURE. INSTALL 5 FT WIDE, LOCKING GATE.
P
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
RLH
JLB
JLB
JLB
JLB
CHICK-FIL-A RENTON
801/21/21TED-40-40633 RESPONSE TO CITY COMMENTS JLB JLB11/12/19
NOT FOR CONSTRUCTION
4
PLANTING PLAN AND SCHEDULE
1" = 20'-0"
TREES BOTANICAL / COMMON NAME CONT.SIZE WATER USE ORIGIN FOLIAGE QTY
ACER CIRCINATUM / VINE MAPLE B & B 6` MIN HT LOW NATIVE DECIDUOUS 4
MULTI-TRUNK SPECIMENS ONLY.
ACER TRUNCATUM X A. PLAT. `WARRENRED` / PACIFIC SUNSET MAPLE B & B 2" DBH DECIDUOUS HYBRID DECIDUOUS 1
AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' / 'AUTUMN BRILLIANCE' SERVICEBERRY B & B 6` MIN HT LOW HYBRID EVERGREEN 3
MULTI-TRUNK SPECIMENS ONLY.
GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM / SHADEMASTER LOCUST B & B 2" DBH LOW ADAPTIVE DECIDUOUS 5
PINUS CONTORTA / SHORE PINE B & B 6` MIN HT MEDIUM NATIVE EVERGREEN 3
ULMUS PARVIFOLIA `HOMESTEAD` / HOMESTEAD ELM B & B 2" DBH LOW ADAPTIVE DECIDUOUS 3
SHRUBS BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE SPACING QTY
ABIES BALSAMEA `NANA` / DWARF BALSAM FIR #2 MEDIUM NATIVE EVERGREEN 36" o.c.6
BERBERIS JULIANAE `NANA` / DWARF WINTERGREEN BARBERRY #2 MEDIUM HYBRID EVERGREEN 36" o.c.60
CISTUS X HYBRIDUS / WHITE ROCKROSE #2 LOW HYBRID EVERGREEN 48" o.c.15
CORNUS SERICEA `KELSEYI` / KELSEYI DOGWOOD #2 MEDIUM NATIVE DECIDUOUS 36" o.c.71
COTONEASTER DAMMERI `CORAL BEAUTY` / CORAL BEAUTY COTONEASTER #2 MEDIUM ADAPTIVE EVERGREEN 60" o.c.9
FOTHERGILLA X `BLUE SHADOW` / DWARF FOTHERGILLA #2 LOW HYBRID DECIDUOUS 48" o.c.21
MAHONIA NERVOSA / OREGON GRAPE #2 LOW NATIVE EVERGREEN 36" o.c.44
NANDINA DOMESTICA `MOON BAY` TM / HEAVENLY BAMBOO #2 LOW EXOTIC EVERGREEN 48" o.c.37
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN FOUNTAIN GRASS #2 LOW NATIVE EVERGREEN 24" o.c.150
PHORMIUM TENAX `ROSIE CHAMELEON` / NEW ZEALAND FLAX #2 LOW HYBRID DECIDUOUS 36" o.c.19
RIBES SANGUINEUM `WHITE ICICLE` / WHITE FLOWERING CURRANT #2 LOW NATIVE DECIDUOUS 72" o.c.11
ROSA NUTKANA / NOOTKA ROSE #2 MEDIUM NATIVE DECIDUOUS 48" o.c.14
THUJA OCCIDENTALIS 'DEGROOT'S SPIRE' / DEGROOT'S SPIRE ARBORVITAE 6` MIN HT LOW NATIVE EVERGREEN 24" o.c.115
SPECIMENS TO BE SIMILAR IN FORM AND HEIGHT.
VIBURNUM DAVIDII / DAVID VIBURNUM #2 LOW EXOTIC EVERGREEN 48" o.c.48
DROUGHT TOLERANT
GROUND COVERS BOTANICAL / COMMON NAME CONT.WATER USE ORIGIN FOLIAGE SPACING QTY
ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 4" POT LOW NATIVE EVERGREEN 24" o.c.734
BUXUS MICROPHYLLA `COMPACTA` / DWARF LITTLELEAF BOXWOOD 4" POT MEDIUM EXOTIC EVERGREEN 24" o.c.118
RUBUS PENTALOBUS / CREEPING RASPBERRY 4" POT LOW NATIVE EVERGREEN 36" o.c.118
WHITE BLOOMS IN EARLY SUMMER
A
B
Cx
Cs
C
F
Mn
N
P
Pt
R
Rn
T
DV
PLANT SCHEDULE
78.1% EVERGREEN (484/620)L4
PLANTING PLAN AND SCHEDULE
UNDERGROUND UTILITIES.
NO TREES PERMITTED.
UNDERGROUND UTILITIES.
NO TREES PERMITTED.
SEE PLAZA ENLARGEMENT
SHEET L5
UNDERGROUND UTILITIES.
NO TREES PERMITTED.
UNDERGROUND UTILITIES.
NO TREES PERMITTED.
screening shall not
consist of chain link
fencing. screening
materials shall be
made of materials
comparable with
building.
space barberry
24-inches on center
if using dwarf
variety and increase
quantity
accordingly.
street trees shall be
same variety as
existing street trees
on south portion of
site.
CURRENT PLANNING
Matt Herrera 01/07/2020
F
F
FRRnRnRn
PP
P
P
P
Cx
Cx
R
RR
PP P
P
P P
P P
P
P
P
P
P
PP
P
PP P
P
R
NN
N
DV
DVCs
R
Cs
P
N
NN
Cs
Cs
CsPP
P
P P P P P P P
PPPPPPP
DV DV
Mn
Mn
Mn
P P
PP
P
NNN NN
NNNN
NNNRCC
24" MIN.HT VARIES,SEE GRADINGIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
RLH
JLB
JLB
JLB
JLB
CHICK-FIL-A RENTON
801/21/21TED-40-40633 RESPONSE TO CITY COMMENTS JLB JLB11/12/19
NOT FOR CONSTRUCTION
5
PLAZA ENLARGEMENT
1" = 10'-0"
L5
PLAZA ENLARGEMENT
PEDESTRIAN PLAZA WALKING SURFACE PAVERS
HERRINGBONE PATTERN, TYP. SEE NOTES THIS SHEET.
NOTES
1.SEE ELECTRICAL PLANS FOR PLAZA ILLUMINATION PLAN AND DETAILS.
2.SEE CIVIL PLAZA GRADING SHEET C4.1, FOR SPOT ELEVATIONS, AND
WALL HEIGHTS.
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.
1
SEE ARCHITECTURAL PLAN SHEET A-100 FOR BIKE
RACK SPECIFICATIONS AND DETAILS, TYP OF 3.
RAISED TAPERED PLANTER WALL,
SEE DETAIL THIS SHEET. SEE
GRADING PLAN, SHEET C4.1 FOR
DESIGN ELEVATIONS
RAISED TAPERED PLANTER WALL, SEE
DETAIL THIS SHEET. SEE GRADING PLAN,
SHEET C4.1 FOR DESIGN ELEVATIONS
RAISED CONCRETE PLANTER BOX, SEE DETAIL THIS SHEET.
SEE GRADING PLAN, SHEET C4.1 FOR DESIGN ELEVATIONS
PEDESTRIAN PLAZA WALKING SURFACE PAVERS SOLDIER
COURSE BORDER, TYP. SEE NOTES THIS SHEET.
CONCRETE STEPS, SEE DETAIL THIS SHEET.
SEE GRADING PLAN, SHEET C4.1 FOR DESIGN INFORMATION AND ELEVATIONS
CONCRETE STEPS, SEE DETAIL THIS SHEET.
SEE GRADING PLAN, SHEET C4.1 FOR DESIGN
INFORMATION AND ELEVATIONS
SOLDIER COURSE EDGE
24" MINNO. 3 NOSING BAR.
NO. 4 TOP BAR.
NO. 4 BAR AT
24" O.C.
3-NO. 4 BAR
CONT.
24" RAISED TAPERED
PLANTER WALL
FINISHED
SURFACE
PER PLAN
SEE ARCHITECTURAL PLANS, SHEET A-101
AND SHEET S303 FOR PLANTER
SPECIFICATIONS AND DETAILS.
1.APPROXIMATE LOCATION FOR 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.PROPOSED BENCH BY BENCHMARK DESIGN GROUP
WENDOVER BENCH - 4131
80" W X 22" D X 36" H
FINISH #34 FINE TEXTURED BRONZE 449/96511TAPERS DOWN TO8" AT FRONTAGESIDEWALK SEEGRADING PLANVERTICAL EDGES
ROUNDED TO
MATCH TOP OF
WALL RADII (TYP)18" MIN. BELOWGRADEPERPLAN11"
TREAD
1"
CONSTRUCT (3)
1/4" x 1/4" SCORE
MARKS @ EACH
TREAD, 1" BEYOND
EDGE OF RADIUS
NO. 4
R=1"
NOSING
NO. 4 BARS
@ 12" o.c., e/w
3,000 PSI CONC.
4" COMPACTED
CRUSHED ROCK
BASE COURSE
COMPACTED
SUBGRADE6"CONCRETE STEPS
8"
27"4"10"4"15"
1
2
9
4
5
6
7
8
CIP CONCRETE WALL, BOARD FORMED FINISH1
3/4" CHAMFER EDGE, TYP2
3
4
5
95% COMPACTED SUBGRADE OR 4" CRUSHED
SURFACING TOP COURSE6
#4 REBAR, 30" OC MAX, 2" CLR, TOP OF
FOOTING7
2" x 4" KEY JOINT OR 1/4" ROUGHENED
SURFACE AMPLITUDE8
9 LANDSCAPE AND PLANTING MIX SEE THIS SHEET
3
ADJACENT PAVEMENT OR FINISH GRADE.
CONDITION VARIES, SEE PLANS.
4
#4 REBAR, CONTINUOUS, 12" OC MAX,
HORIZONTAL, 2" CLR, TYP
#4 REBAR, 15" OC MAX, VERTICAL, 2" CLR,
TYP. ALTERNATE ORIENTATION FRONT/BACK
NOTES
A.ALL REBAR TO
BE MINIMUM 2"
CLR OF SIDES OF
CONCRETE WALL
AND FOOTING.
B.AT ELEVATION
CHANGES OR
SLOPES,
FOOTINGS SHALL
BE STEPPED TO
MAINTAIN MIN
DEPTH
DIMENSIONS
SHOWN.
24" RAISED CONCRETE
PLANTER WALL
PEDESTRIAN PLAZA
WALKING SURFACE
SCORED CONCRETE
(4'X4' GRIDS), TYP.
TREES BOTANICAL / COMMON NAME
AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' / 'AUTUMN BRILLIANCE' SERVICEBERRY
MULTI-TRUNK SPECIMENS ONLY.
SHRUBS BOTANICAL / COMMON NAME
CISTUS X HYBRIDUS / WHITE ROCKROSE
CORNUS SERICEA `KELSEYI` / KELSEYI DOGWOOD
COTONEASTER DAMMERI `CORAL BEAUTY` / CORAL BEAUTY COTONEASTER
FOTHERGILLA X `BLUE SHADOW` / DWARF FOTHERGILLA
MAHONIA NERVOSA / OREGON GRAPE
NANDINA DOMESTICA `MOON BAY` TM / HEAVENLY BAMBOO
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN FOUNTAIN GRASS
RIBES SANGUINEUM `WHITE ICICLE` / WHITE FLOWERING CURRANT
ROSA NUTKANA / NOOTKA ROSE
VIBURNUM DAVIDII / DAVID VIBURNUM
DROUGHT TOLERANT
GROUND COVERS BOTANICAL / COMMON NAME
RUBUS PENTALOBUS / CREEPING RASPBERRY
WHITE BLOOMS IN EARLY SUMMER
Cx
Cs
C
F
Mn
N
P
R
Rn
DV
PLAZA PLANT LIST (SEE L4 FOR FULL PLANT SCHEDULE)
VARIES PER PLAN
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
CURRENT PLANNING
Matt Herrera 01/07/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
RLH
JLB
JLB
JLB
JLB
CHICK-FIL-A RENTON
801/21/21TED-40-40633 RESPONSE TO CITY COMMENTS JLB JLB11/12/19
NOT FOR CONSTRUCTION
6
LANDSCAPE AND PLANTING DETAILS
VARIES
ADD. ALT #1: PLANTING AREA SUBGRADE PREP
1" = 1'-0"
SUBGRADE LEVEL, MAX 1:1
SLOPE. DEPTH OF
EXCAVATION TO
ACCOMMODATE COMPOST,
MULCH, AND SOIL DEPTHS.
RIP SUBGRADE TO 8" MIN
DEPTH
EDGE CONDITION VARIES. SEE
PLANS.
TOP OF MULCH TO BE 12"
BELOW ADJACENT PAVEMENT.
TILL OR RIP 2.5" ORGANIC
COARSE COMPOST TO 6"
DEPTH OF RIPPED SUBGRADE.
INSTALL 18" PLANTING SOIL IN
A MINIMUM OF TWO LIFTS.
FIRST LIFT TILLED INTO
PREPARED SUBGRADE.
1.5"
1.5"18"2.5"8"0.5"3" COMPOST MULCH (1 1
2" FINE
BARK MULCH ON TOP OF 1 1
2" FINE
COMPOST)
NOTES
1.AT END OF WARRANRY, SUPPLEMENT COMPOST MULCH TO
ACHIEVE FINAL TOTAL DEPTH OF 3" COMPOST MULCH.
2.FINISH SURFACE OF MULCH TO BE 1
2" BELOW ADJACENT PAVEMENT.
1
TO SUBSOIL
REMOVE EXCESS GRAVEL
AND PAVING
SUBGRADE
BERM HEIGHT 6" MIN.
SOIL LINE: 3"
IN MULCH, 1"
IN LAWN
OVER ALL TOPSOIL DEPTH OF 3 FEET
COARSE TRANSITION FROM TOPSOIL
TO LOOSEN COMPACTED SUBBASE
OVER EXCAVATE PARKING LOT PLANTERS
(COMPACTED CONDITION)
12" MAX. LIP
CIVIL PLANS)
PAVING (SEE
CURB
TOPSOIL SETTLED
NOTE:
1-1/2" DRAIN AT LOW
POINTS & 10' SPACING, MAX
GRADING AT PARKING LOT PLANTERS
NOT TO SCALE2
MULCH CONDITIONLAWN CONDITION (CURB SIMILAR)
SIDEWALK
1" MAX.1" MAX.
PREPARED SUBGRADE
TOPSOIL AS SPECIFIED
MULCH LAYER
DRAWINGS (WALK
CURB PER CIVIL
SIMILAR)
CLEAR
FINISH GRADE AT
4:1 SLOPE MAXIMUM 2%
SLOPE MINIMUM
FINISH GRADE AT
3:1 SLOPE MAXIMUM
10:1 SLOPE MINIMUM
PLANTER SECTION
NOT TO SCALE3
VARIESMULCH AT CURB
NOT TO SCALE
MULCH LAYER; SEE
NOTES FOR DEPTH
1" MAX TOP OF MULCH
TO TOP OF CURB
CURB
4
AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2
PENETRATION TO SUBBASE (+) 24"
PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN
PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED
TIMES BALL DIAMETER
(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-LOCK TYPE
OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE
GROWING SEASON
NOTES
1.KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES.
2.HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE.
3.PROTECT TRUNK AND LIMBS FROM INJURY.
4.BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION.
5.REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL.
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND
INSTALLATION REMOVE AT COMPLETION OF PLANTING
LAWN PLANTING; PROVIDE 3' Ø "NO GRASS" TREE RING AND 2"
DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10"
REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE
ROOTBALL AND WORK NURSERY SOIL AWAY FROM
PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED
MOUND UNDER BALL
DECIDUOUS TREE PLANTING AND STAKING
NOT TO SCALE
FINISH
GRADE
5
RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR
STEMS WIRED TOGETHER.
SET TREE AT FINISH GRADE
3" MULCH, TAPER TO 0 WITHIN 12" OF TRUNK.
SOIL SAUCER, USE PREPARED TOPSOIL, 6" MIN.
WOOD STAKES (3) IN FIRM SOIL
PREPARED SUBGRADE PEDESTAL
CUT ROPES AT TOP OF BALL. REMOVE TOP 13 OF BURLAP.
TOTALLY REMOVE ALL NON-BIODEGRADABLE MATERIAL.
PREPARED PLANTING SOIL. SEE NOTE.2X ROOT BALL DIA.4"NOTES
1.PREPARATION FOR PLANTING SOIL SHALL INCLUDE
INCORPORATION OF 2 12" OF FINE COMPOST INTO
THE EXISTING SUBGRADE TO A DEPTH OF 8" AND
THE INCORPORATION OF FIRST LIFT OF TOPSOIL
INTO PREPARED SUBGRADE.
2.WATER SETTLE SOIL AFTER PLANTING. NO
MECHANICAL COMPACTION.
3.DO NOT PLANT IN WET CONDITIONS. PROVIDE
DRAINAGE FROM EACH PLANTING PIT IF
NECESSARY.
4.PRUNE DAMAGED TWIGS AFTER PLANTING.6"MULTI-STEM TREE PLANTING
3/8" = 1'-0"6
FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT.
PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY
SHRUB - PRUNE AS DIRECTED
DIAMETER
3x THE ROOTBALL
MATERIAL. REMOVE TOP 1/3 OF
SCARIFY ROOTBALL ON CONTAINER
BURLAP ON B&B MATERIAL
BY LANDSCAPE ARCHITECT
2" OF PLANTING SOIL.
APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP
NOTE:
DUST ROOT BALL WITH
ROOT GROWTH HORMONE
MULCH LAYER. HOLD MULCH BACK
BACKFILL WITH PLANTING SOIL. SEE NOTES.
4" SAUCER FOR WATERING
FROM STEM
6" MINSHRUB PLANTING
NTS7
XXX
EDGE OF PLANTING
AREA. EDGE CONDITION
VARIES. SEE PLANS.
X = RECOMMENDED
ON-CENTER SPACING (2/3)XPLANTS SHALL BE
TRIANGULARLY SPACED.
3" DEPTH MULCH LAYER.
PLANT SPACING
1" = 1'-0"8
FINISH GRADE. FEATHER
EXCESS SOIL UNDER MULCH.
3" MULCH (1.5" BARK OR
WOOD CHIP MULCH ON TOP
OF 1.5" FINE COMPOST)
POSITION CROWN OF PLANT
12" ABOVE FINISH GRADE.
NOTES
1.SEE PLANT SCHEDULE FOR
GROUNDCOVER SPECIES,
SIZE, AND SPACING.
2.REMOVE CONTAINER AND
WORK ROOTS FREE OF
SOIL.
3.HOLD PLANTS TWO-THIRDS
(2
3) OF THE RECOMMENDED
O.C. PLANT SPACING FROM
EDGE OF PLANTING AREA.
4.SETTLE SOIL AROUND
ROOT BALL OF EACH
GROUNDCOVER PRIOR TO
MULCHING. SOIL SHALL BE
SETTLED USING WATER
ONLY.
5.DO NOT PLANT IN WET
CONDITIONS. PROVIDE
DRAINAGE FROM EACH
PLANTING PIT IF
NECESSARY.
6.ALL PLANTS SHALL BE
INSTALLED PRIOR TO
MULCHING.
PREPARED SUBGRADE.
ROTOTILL FIRST LIFT OF
PLANTING SOIL INTO
PREPARED SUBGRADE.
GROUNDCOVER PLANTING
3/4" = 1'-0"9
L6
LANDSCAPE AND PLANTING DETAILS
SEE LANDSCAPE NOTES THIS SET FOR BASE BID SOIL PREPARATION
CURRENT PLANNING
Matt Herrera 01/07/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
RLH
JLB
JLB
JLB
JLB
CHICK-FIL-A RENTON
801/21/21TED-40-40633 RESPONSE TO CITY COMMENTS JLB JLB11/12/19
NOT FOR CONSTRUCTION
7
IRRIGATION PLAN AND SCHEDULE
1" = 20'-0"
L7
IRRIGATION PLAN AND SCHEDULE
IRRIGATION POINT OF
CONNECTION UTILIZING
EXISTING 1" WATER METER.
INSTALL NEW BACKFLOW
PREVENTION DEVICE PER
DETAIL
NO IRRIGATION FOR LANDSCAPING
WITHIN RIGHT OF WAY
PIPE SLEEVE AND TRENCHING
NOT TO SCALE1 CHECK VALVE ASSEMBLY
NOT TO SCALE2
CURRENT PLANNING
Matt Herrera 01/07/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
RLH
JLB
JLB
JLB
JLB
CHICK-FIL-A RENTON
801/21/21TED-40-40633 RESPONSE TO CITY COMMENTS JLB JLB11/12/19
NOT FOR CONSTRUCTION
8
IRRIGATION NOTES AND DETAILS
N/A
L8
IRRIGATION NOTES AND DETAILS
LANDSCAPE IRRIGATION NOTES
FRONT ELEVATION RIGHT ELEVATION
4
NOTE
MOUNT CONTROLLER LCD SCREEN AT EYE
LEVEL, CONTROLLER SHALL BE HARD-WIRED TO
GROUNDED 110 VAC POWER SOURCE.
IRRIGATION CONTROLLER - WALL MOUNT
NOT TO SCALE
LEGEND
1 IRRIGATION
CONTROLLER (ACC)
PER PLAN
2 IRRIGATION
CONTROL WIRE IN
CONDUIT. SIZE AND
TYPE PER LOCAL
CODES
3 ELECTRICAL SUPPLY
CONDUIT. CONNECT
TO POWER SOURCE,
J-BOX INSIDE
CONTROLLER
4 ADJACENT SURFACE
TO MOUNT
CONTROLLER PER
PLAN
4
3
2
1
3
PER SPEC
PER SPEC
1
NOTE
1.THIS DETAIL TO
BE USED IF
HUNTER
XC-HYBRID
IRRIGATION
CONTROLLER IS
USED FOR THIS
PROJECT.
2.MOUNT ON
WEATHER
EXPOSED WALL
8' ABOVE GRADE
RAIN SENSOR
NOT TO SCALE2
CONTROL VALVE, PRESSURE REGULATOR, AND FILTER
NOT TO SCALE3
SUMP
FINISH GRADE
PVC SCH 40 PVC SXSXT TEE
MARLEX ELL - TYPICAL
1 C.U. FT. 7/8" GRAVEL
QUICK COUPLING VALVE
VALVE BOX WITH COVER
PVC SCH 80 PVC NIPPLE
CENTER IN BOX
QUICK COUPLING VALVE ASSEMBLY
NOT TO SCALE4
®
SEE SPECS
FOR DEPTH
TECHLINE® CV SUBGRADE INSTALLATION
NOT TO SCALE5
MF
®
®
®
TECHLINE® CV IRREGULAR AREAS: TRIANGULAR
NOT TO SCALE6 BALL VALVE
NOT TO SCALE7
CURRENT PLANNING
Matt Herrera 01/07/2020