HomeMy WebLinkAboutC23000412_As-built Plan _CivilIN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440SCALE: 1"=60'
GEOTECHNICAL
ENGINEER
ENGINEER/LANDSCAPE/
SITE INFORMATION
FLOOD ZONE
R-425001
RAIN
IER
AVE
S
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440***
SCALE: 1"=20'
R-425002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440SCALE: 1"=30'
R-425003
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440R-425004
SCALE: 1"=10'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440R-425006
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EXISTING
⅊
NEW
⅊
SCALE: 1"=10'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440R-425005ADA RAMP
DETA
IL
#1SEE DETA
IL
ON
TH
IS
SHEET
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440SCALE: 1"=20'
R-425007
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440R-425008
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440R-425009
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440SCALE: 1"=20'
R-425010
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440SCALE: 1"=30'
R-425011
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440SCALE: 1"=20'
W-425012S-425001WTR-27-4250WWP-27-4250
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440W-425002S-425002WTR-27-4250WWP-27-4250’
” “”
“”
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440SCALE: 1"=20'
W-425003S-425003WTR-27-4250WW9-27-4250
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/C10.0.
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.
DIRECTIONAL ARROW
NOT TO SCALE
6'-0"6'-0"PAVEMENT MARKINGS
NOT TO SCALE
4
C10.0
NOT USED3PARKING STRIPING
NOT TO SCALE
2
C10.0 PER PLANTYP.4" TRAFFIC STRIPING
EDGE OF SIDEWALK
FACE OF CURB
PER
PLAN
TYP.
BUILDING FACE
NOTES
1.PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES
& ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT.
2.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS.
3.CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING
LOTS.
4.CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING
LOTS.
5.NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK UNLESS OTHERWISE
NOTED ON SITE PLAN.
6.ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE.
7.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
CRUSHED AGGREGATE
BASE COURSE
SEE NOTES #1 AND #4.
NOTE:
1.DETAIL SHOWN FOR REFERENCE ONLY. GENERAL CONTRACTOR
SHALL REFERENCE GEOTECHNICAL REPORTS REFERENCED ON THE
COVER SHEET OF THIS PLAN SET FOR PAVEMENT, AGGREGATE,
OVER-EXCAVATION, AND SUBBGRADE REQUIREMENTS.
2.CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO POUR.
3.OVER EXCAVATION SHOULD EXTEND TO 2 FEET BELOW THE BOTTOM
OF THE PAVEMENT SECTION. GEOTEXTILE (MIRI 500X) SHOULD BE
PLACED DIRECTLY ON SUBGRADE TO PROVIDE SEPARATION BETWEEN
THE SOFT SUBGRADE AND STRUCTURAL FILL. STRUCTURAL FILL
COMPACTED IN TWO LIFTS OF 18" AND 6".
4.PROVIDE 6" OF CRUSHED AGGREGATE BASE COURSE IN PARKING
STALLS AND INNER PARKING AREAS. PROVIDE 7" CRUSHED
AGGREGATE BASECOURSE IN MAIN DRIVE AISLES.
#3 @ 24" ON CENTER
EACH WAY
STRUCTURAL FILL
SEE NOTE #3
GEOTEXTILE FABRIC
CONCRETE CURB & GUTTER
NOT TO SCALE
6
C10.0
112"R
1"6"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS
INDICATED OTHERWISE
12"R
6"12"34" PER FT.
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.
IMPERVIOUS CONCRETE SIDEWALK (ON-SITE ONLY)
NOT TO SCALE
7
C10.0
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-40-4250C23000412PR18-000439LUA 21-000440CFA TRASH 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-41-4250CONTRACTOR SHALL USE PROPERTY
LINE FOOTING (AS DEPICTED IN THE
ARCHITECTURAL/STRUCTURAL PLANS)
ALONG SEWER EASEMENT SIDE OF
TRASH ENCLOSURE, NOTIFY ENGINEER
OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
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.DETAIL SHOWN FOR REFERENCE ONLY. GENERAL CONTRACTOR
SHALL REFERENCE GEOTECHNICAL REPORTS REFERENCED ON
THE COVER SHEET OF THIS PLAN SET FOR PAVEMENT,
AGGREGATE, OVER-EXCAVATION, AND SUBGRADE REQUIREMENTS.
12"
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 BEINGAN
EXPANSION JOINT.
2.DETAIL SHOWN FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL
REFERENCE GEOTECHNICAL REPORTS REFERENCED ON THE COVER
SHEET OF THIS PLAN SET FOR PAVEMENT, AGGREGATE,
OVER-EXCAVATION, AND SUBGRADE 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
C10.0
CJ
CJC
J
C
J
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.DETAIL SHOWN FOR REFERENCE ONLY. GENERAL CONTRACTOR
SHALL REFERENCE GEOTECHNICAL REPORTS REFERENCED ON
THE COVER SHEET OF THIS PLAN SET FOR PAVEMENT,
AGGREGATE, OVER-EXCAVATION, AND SUBGRADE REQUIREMENTS.
2.CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO
POUR.2"8
C10.0
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
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R-425013
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 CRUSHED AGGREGATE BASE
COURSE SEE NOTE #3.
IF PRESENT ON-SITE, UNSUITABLE SUBGRADE
MATERIAL SHALL BE REPLACED WITH SUITABLE
MATERIAL AS SPECIFIED IN THE GEOTECHNICAL
REPORT.
NOTE:
1.DETAIL SHOWN FOR REFERENCE ONLY. GENERAL CONTRACTOR
SHALL REFERENCE GEOTECHNICAL REPORTS REFERENCED ON
THE COVER SHEET OF THIS PLAN SET FOR PAVEMENT,
AGGREGATE, OVER-EXCAVATION, AND SUBGRADE REQUIREMENTS.
2.OVER EXCAVATION SHOULD EXTEND TO 2 FEET BELOW THE
BOTTOM OF THE PAVEMENT SECTION. GEOTEXTILE (MIRI 500X)
SHOULD BE PLACED DIRECTLY ON SUBGRADE TO PROVIDE
SEPARATION BETWEEN THE SOFT SUBGRADE AND STRUCTURAL
FILL. STRUCTURAL FILL COMPACTED IN TWO LIFTS OF 18" AND 6".
3.PROVIDE 6" OF CRUSHED AGGREGATE BASE COURSE IN PARKING
STALLS AND INNER PARKING AREAS. PROVIDE 7" CRUSHED
AGGREGATE BASE COURSE IN MAIN DRIVE AISLES.
SUBBASE
SEE NOTE #1
STRUCTURAL FILL
SEE NOTE #2
GEOTEXTILE FABRIC
STOP
VAN
ACCESSIBLE
RESERVED
PARKING
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
NOTE:
CANOPY FOR REFERENCE ONLY. SEE CANOPY PLANS BY
LANE SUPPLY INC. FOR MORE INFORMATION.
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
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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
3
C10.3
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440NOTE:
1.DETAIL SHOWN FOR REFERENCE ONLY. GENERAL
CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORTS
REFERENCED ON THE COVER SHEET OF THIS PLAN SET FOR
PAVEMENT, AGGREGATE, OVER-EXCAVATION, AND SUBGRADE
REQUIREMENTS.
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
CITY OF RENTON CURB
NOT TO SCALE
2
C10.3
CITY OF RENTON DRIVEWAY
NOT TO SCALE
CITY OF RENTON SIDEWALK
NOT TO SCALE
1
C10.3
CURB CUT
NOT TO SCALE
4
C10.3
CEMENT CONCRETE SWALE
NOT TO SCALE
5
C10.3
O'REILLY'S TRASH ENCLOSURE
NOT TO SCALE
6
C10.3
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440SECTION A-A
NOT TO SCALE
R-425016
CONCRETE FLUME
NOT TO SCALE
1
C10.4
CITY OF RENTON STANDARD PLAN 101.1
NOT TO SCALE
2
C10.4
3.0' MASONRY FREE STANDING WALL
NOT TO SCALE
3
C10.4
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Dial 811
Callbefore you dig.
below.Know what's
CHICK-FIL-A RENTON
TED-40-4250C23000412PR18-000439LUA 21-000440R-425017