HomeMy WebLinkAboutEX23_ArchitecturalConstructionPlansCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT63648
8
4
4
4
5
5COMPA
CTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTP13 LC MED
GROSS: 4,265 SF RAINIER AVE SR E N T O N C E N T E R W A Y
54
4
5
NORTH
10
LANDSCAPE (E)
LANDSCAPE (E)
LS (E)
LS (E)
LS (E)
PARKING EASEMENT (E)
TEMPORARY EASEMENT (E)
RE: CIVIL
PROPERTY LINE
UTILITY EASEMENT (E)
RE: CIVIL
13
A-102
D4
A
A
LANDSCAPE
(E)
LANDSCAPE (E)
EXISTING CMU ENCLOSURE
EXISTING BUILDING
4
4
4
4
8
1
4 SITE CROSS ACCESS
LANDSCAPE AREA (N)
PLAZA EXTENSION
PLAZA (E)
SITE DATA
PARKING
1.ZONING CLASSIFICATION - COMMERCIAL SERVICE/PROFESSIONAL
2.OCCUPANCY - A2
3.CONSTRUCTION TYPE - 5B
4.FIRE SPRINKLERED - YES
5.SITE AREA - 40,399 S.F.
6.BUILDING AREA - 4,643 S.F.
7.BUILDING HEIGHT - 20' -4 1/2"
8.FAR - 0.11
1.PARKING REQUIRED
(1 STALL/75 SF OF DINING AREA) 16
2.PARKING PROVIDED (E)
STANDARD SPACES PROVIDED 20 SPACES
HANDICAP SPACES PROVIDED 2 SPACES
TOTAL EXISTING SPACES PROVIDED 22 SPACES
NEW PARKING SPACES PROVIDED 38 SPACES
TOTAL PARKING SPACES 60 SPACES
3.BIKE PARKING REQUIRED 6 SPACES
(EQUAL TO TEN PERCENT (10%) OF THE NUMBER OF
REQUIRED OFF-STREET VEHICLE PARKING SPACES)
EXISTING BIKE PARKING PROVIDED (E) 6 SPACES
SITE PLAN LEGEND
PROPERTY LINE
BUILDING LINE
NEW 6" CURB
NEW SIDEWALK
EXISTING CURBS
AND SIDEWALKS
OUTDOOR SEATING
ACCESSIBLE ROUTE
4" WIDE DIAGONAL
STRIPPING
PARKING LIGHT
FIXTURE
VEHICLE
(20'-0" LENGTH TYP.)
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
any manner without express written or verbal consent from
authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
1234
B
C
D
E
A
B
C
D
E
1234
FSR#CHICK-FIL-ABUILDING TYPE / SIZE:
RELEASE:6/16/2021 4:45:07 PMBIM 360://WA_04249_Rainier Ave & 3rd_Renton_FSR_P12 LC_SML/04249_Renton_P12_LC_ARC_v2.18.10.rvtA-100a
REVISED SITE PLAN
PERMIT SET
12/30/19
AuthorCHICK-FIL-A RAINIER AVEPERMIT SET04249375 RAINIER AVE SRENTON, WA 98055LC-04249-A-100a-REVISED SITE PLANSEA18-0031-00
v2_18.10
P12 LC
3015 112th Ave NE 205
Bellevue, WA 98004
P 425.670.6706
F 425.774.8219
NO.DATE DESCRIPTION
A 2019/07/23 Resubmittal
23 2021-04-14 SITE EXPANSION
1" = 20'-0"
SITE PLAN1
SITE PLAN KEYNOTES
Sheet
Note
Number Sheet Note
1 TRASH ENCLOSURE. RE: SHEET A-103
2 NOT USED
3 NOT USED
4 LANDSCAPE AREA. RE: LANDSCAPE DRAWINGS
5 NEW CONCRETE DRIVE AREA
6 NOT USED
7 NOT USED
8 NEW OP CANOPY
9 NOT USED
10 GREASE INTERCEPTOR (E) TO REMAIN
11 NOT USED
12 NOT USED
13 3# - ORION IN-GROUND STEEL BIKE RACK ORN-2-IG-P (E)
SCOPE OF WORK
23
23
23
EXHIBIT 23
RECEIVED
12/15/2021
AVanGordon
PLANNING DIVISION
DocuSign Envelope ID: F94832C8-5168-46AD-9392-B611DC851286
5'
2'1'-4"CUSTOM
BLDG
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCUSTOM
BLDG
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTNO PARKINGRAINER AVE SNORTH
LS
LS
LS
LS
LS
LS
LS
PARCEL BOUNDARY
R E N T O N C E N T E R W A Y
SCOPE OF WORK
SITE PLAN LEGEND
PROPERTY LINE
BUILDING LINE
NEW 6" CURB
NEW SIDEWALK
EXISTING CURBS
AND SIDEWALKS
OUTDOOR SEATING
ACCESSIBLE ROUTE
4" WIDE DIAGONAL
STRIPPING
PARKING LIGHT
FIXTURE
VEHICLE
(20'-0" LENGTH TYP.)
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
any manner without express written or verbal consent from
authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
1234
B
C
D
E
A
B
C
D
E
1234
FSR#CHICK-FIL-ABUILDING TYPE / SIZE:
RELEASE:4/22/2021 2:50:16 PMBIM 360://WA_04249_Rainier Ave & 3rd_Renton_FSR_P12 LC_SML/04249_Renton_P12_LC_ARC_v2.18.10.rvtA-100b
DEMO SITE PLAN
PERMIT SET
12/30/19
AuthorCHICK-FIL-A RAINIER AVEPERMIT SET04249375 RAINIER AVE SRENTON, WA 98055LC-04249-A-100b-DEMO SITE PLANSEA18-0031-00
v2_18.10
P12 LC
3015 112th Ave NE 205
Bellevue, WA 98004
P 425.670.6706
F 425.774.8219
NO.DATE DESCRIPTION
A 2019/07/23 Resubmittal
1" = 20'-0"
DEMO SITE PLAN1
DEMO
SITE PLAN KEYNOTES
Sheet
Note
Number Sheet Note
1 TRASH ENCLOSURE. RE: SHEET A-103
2 NOT USED
3 NOT USED
4 LANDSCAPE AREA. RE: LANDSCAPE DRAWINGS
5 NEW CONCRETE DRIVE AREA
6 NOT USED
7 NOT USED
8 NEW OP CANOPY
9 NOT USED
10 GREASE INTERCEPTOR (E) TO REMAIN
11 NOT USED
12 NOT USED
13 3# - ORION IN-GROUND STEEL BIKE RACK ORN-2-IG-P (E)
1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA
SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER
EXPRESSED NOR IMPLIED, FOR THE ACCURACY OR THE COMPLETENESS OF THE EXISTING
INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN
THE COURSE OF THE DEMOLITION WORK.
2. PROTECT AND VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES
SCHEDULED TO REMAIN. WHERE DEMOLITION IS INDICATED, DISCONNECT AND REMOVE BACK TO
NEAREST JUNCTION BOX OR PANEL, TERMINATE AND CAP DESIGNATED UTILITIES WITHIN THE
DEMOLITION AREA. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR
ADDITIONAL INFO.
3. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING DEMOLITION AND
CONSTRUCTION. REROUTE UTILITIES SERVING ADJACENT AREAS AS REQUIRED TO MAINTAIN
UNINTERRUPTED SERVICE. ANY TEMPORARY INTERRUPTION OF SERVICE SHALL BE COORDINATED
AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 72-HOURS IN ADVANCE.
4. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THEIR INTENT IS
TO ILLUSTRATE THE COMPLETE DEMOLITION AND REMOVAL OF NON-STRUCTURAL ELEMENTS
WITHIN THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING
CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR.
VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE
LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL
OF RUBBISH SHALL BE DONE IN A LEGAL MANNER.
6. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. CONTRACTOR TO VERIFY
ITEMS TO BE SALVAGED FOR THE OWNER’S PURPOSE WITH THE OWNER PRIOR TO THE START OF
DEMOLITION. REMOVE, PROTECT, CLEAN, AND REPAIR SALVAGED ITEMS AS REQUIRED FOR REUSE
AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER.
7. INSTALLATION OF NEW WORK INCLUDING, BUT NOT LIMITED TO MECHANICAL, PLUMBING OR
ELECTRICAL, MAY REQUIRE THE CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND
REPLACE OR RE-FINISH EXISTING WALLS, FLOORS, OR CEILING TO MATCH EXISTING IN THE AREAS
OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED
COSTS IN HIS BASE BID, WHETHER OR NOT THIS WORK IS SHOWN ON THESE PLANS.
8. AT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION, PATCH AND REPAIR DAMAGED FINISHES
AND ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE
DURING THE PROGRESS OF THE WORK.
9.PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO
INSURE PUBLIC SAFETY AND TO ALLOW EXISTING BUILDING OCCUPANCY. CONTRACTOR TO
SUBMIT FOR OWNER APPROVAL, BARRIER LOCATIONS AND METHOD OF CONSTRUCTION PRIOR
TO INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED BUILDING
DEPARTMENT APPROVAL.
10.PROVIDE AND INSTALL DUST BARRIERS AT ALL OPENINGS FROM ADJACENT INTERIOR
SPACES TO THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST
FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT PROPOSED BARRIER LOCATIONS
TO THE OWNER AND THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF
DEMOLITION AND CONSTRUCTION.
11.PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AS
REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS
ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT
IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME
OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN.
12.PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY
CODE AND THE GOVERNING FIRE AUTHORITY. AT A MINIMUM THE BARRIERS SHALL:
A. BE FULL HEIGHT WALL FROM FLOOR TO CEILING.
B. BE STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD.
C. INCLUDE NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER.
13.CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS ARE NOT
ALLOWED WITHOUT PRIOR APPROVAL OF THE OWNER.
14.CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE.
PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT
VANDALISM.
15.DO NOT PERFORM ANY WORK THAT COULD VOID WARRANTIES OF EXISTING WEATHER
EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER.
16.THE ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS,
INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR
REMOVAL. THE OWNER IS SOLELY RESPONSIBLE FOR CONTRACTING WITH A CONSULTANT
OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE
REQUIRED ON THE PROJECT.
17.IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING
INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO STARTING ANY WORK, SHALL
VERIFY THE CURRENT FIRE-RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S).IF
THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE
WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR
THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE
ORIGINAL FIRE-RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S).
18.EXISTING DOORS TO REMAIN, U.O.N.
19.STRUCTURAL ENGINEER TO REVIEW AND APPROVE THE LOCATION AND SIZE OF CORED AND
CUT OPENINGS IN ELEVATED DECKS AS WELL AS THE MAXIMUM PENETRATION DEPTH OF
DRILLED OR SHOT-ON ANCHORS AND OTHER FASTENERS.
GENERAL NOTES:
DocuSign Envelope ID: F94832C8-5168-46AD-9392-B611DC851286
1x4 EARTHCARE PREFINISHED
TRIM SURROUND
GATE PULLS AS APPROVED
BY OWNER.
STEEL PLATE AND ANCHORAGE
1" DIAMETER STEEL DROP ROD
1-1/4" DIAMETER DRILLED HOLE
IN CONCRETE DRIVE.
1x4 EARTHCARE PREFINISHED
TRIM SURROUND
6" LONG DROP ROD GUIDE
VERTICAL EDGE OF CONCRETE SLAB
BEHIND & BELOW GATE
CONCRETE DRIVE -RE: CIVIL
GRAY INDICATES PAINT PT-9 IN
THIS DRAWING, TYP
1/2" EXPANSION JOINT -RE: CIVIL
9 3/4"
6" PIPE BOLLARD GATE POST
BEYOND -PAINT PT-9
1/2" EXPANSION
JOINT -RE: CIVIL
CONCRETE PAVING
-RE: CIVIL
6" MIN. CRUSHED
STONE BASE
POST FOUNDATION
-RE: STRUCTURAL
CONCRETE SLAB & FOOTING
(RE: STRUCTURAL)
SLOPE FOR DRAINAGE -RE: PLAN
1" CHAMFERED EDGE
GATE PANEL
**STORAGE RM FLOOR
0'-0"
GROUT CAVITY SOLID AT
BELOW FLASHING
LINE OF FINISHED
GRADE -RE: CIVIL
CONT. MEMBRANE FLASHING
WITH WEEP HOLES AT 32" O.C.
GROUT BOTTOM TWO COURSES
SOLID, TYP AND EXTEND GROUTING
DOWNWARD INTO FOOTING AS
SHOWN ON STRUCTURAL DRAWINGS
BRICK VENEER
HORIZONTAL JOINT REINFORCEMENT
WITH HOOK & EYE TYPE BRICK TIES
-RE: STRUCTURAL
EXTEND BRICK VENEER TO FOOTING
BELOW. CONTRACTOR SHALL HAVE
OPTION TO USE 4" THICK CMU
INSTEAD OF BRICK AT AREAS BELOW
FINISH GRADE.
CONCRETE SLAB,
RE: STRUCT.
FOOTING -RE: STRUCTURAL
LEVEL 1
0'-0"
1/2" EXPANSION JOINT
AIR SPACE
DAMPPROOFING
1' - 0"
H.M. DOOR PAINT
PAINTED HOLLOW METAL
DOOR & FRAME
CONCRETE FILLED &
REINFORCED CELL
RE: STRUCTURAL
SEALANT, TYP ALL SIDES
3 ANCHORS PER JAMB
GROUT SOLID
8" CMU
SLOPE
DECKING
-RE: STRUCTURAL
RAFTERS
-RE: STRUCTURAL
BOND BEAM
-RE: STRUCTURAL
8" HARDIE PLANK -
PAINT COLOR #7
2X BLOCKING
2-PIECE METAL DRIP EDGE
DARK BRONZE
10 D NAILS AT 6" O.C.ROOFING MEMBRANE
JOIST
ANCHORAGE -RE:
HORIZONTAL JOINT
REINFORCEMENT
-RE: STRUCTURAL
7'-4" A.F.F.
2X TREATED TOP PLATE
BOND BEAM -RE: STRUCTURAL
BRICK VENEER
1/2" CDX PLYWOOD
CEILING -PAINT PT1-A
RAFTERS -RE: STRUCTURAL
ANCHORAGE
-RE: STRUCTURAL
ROOF DECKING
-RE: STRUCTURAL
40 MIL. SINGLE-PLY PVC ROOF
MEMBRANE BY DURO-LAST
SLOPE
HORIZONTAL JOINT
REINFORCEMENT WITH HOOK
& EYE TYPE BRICK TIES
-RE: STRUCTURAL
MOISTURE BARRIER
TERMINATION BAR
1/2" X 4”LONG #3 SS DOWELS
W/ HOOK AT COPING KOINTS.
PROVIDE CONT. SEALANT AT
COPING JOINTS, TYP.
CAST STONE COPING, 48”
LENGTHS, JOINTS TO BE
SANDED SEALANT
2 1/2"3"SEALANT, TYP ALL SIDES
PAINTED HOLLOW METAL
DOOR & FRAME, PT-7 GROUT SOLID
DRIP CAP CMU BOND BEAM
-RE: STRUCTURAL
BACKER ROD &
SEALANT
WEEPS AT 24" O.C.
7'-4" A.F.F.
REFUSE ENCLOSURE NOTES
1. ** IN THE ARCHITECTURAL DRAWINGS, REFUSE ENCLOSURE
AND MAIN BUILDING ARE BOTH NOTED WITH FINISH SLAB AT
0'-0". ACTUAL FINISH SLAB HEIGHTS WILL VARY BETWEEN
MAIN BUILDING AND REFUSE ENCLOSURE. REFER TO CIVIL
FOR ALL FINISH SLAB HEIGHTS. SAW CUT -RE: CIVIL6" DIAMETER STEEL PIPE GATE
POST
PIPE BOLLARDS
HYDRANT -
RE: PLUMBING
RE: KITCHEN
FOR SHELVING
IN THIS AREA.
SLOPE
STORAGE
REFUSE
FLOOR DRAIN -
RE: PLUMBING
RAMP TO DOOR
MAX SLOPE 1:12
GATES WITH BADASS (CI3850)
HEAVY DUTY
SELF CLOSING GATE HINGES
0' - 0"
-0' - 1"
SLOPE
3'-0"3'-0"20'-0"10'-0"8'-0"2'-4"3'-8"4'-0"4'-0"5'-4"4'-0"4'-0"CLEAR9'-4"CLEAR
18'-8"
21'-4"
C2
A-102
B4
A-102
E2
A-102
A2
A-102
WHITE ROOFING MEMBRANE ON
ROOF DECKING -RE:STRUCTURAL
PRECAST CONCRETE COPING, 8x4x16",
JOINTS TO BE SANDED SEALANT
METAL ROOF
ABOVE PER
C.O.A.
REF: STRUCUPPER ROOF
LOWER ROOF
1/4" / 1'-0"1/4" / 1'-0"T/ SLAB
0' -0"
T/ EXTERIOR BOND BEAM
9' -0"
T/ INTERIOR BOND BEAM
7' -4"
BR-3
B.O.S. (CLR)
11' -4"
T/ SLAB
0' -0"
T/ EXTERIOR BOND BEAM
9' -0"
T/ INTERIOR BOND BEAM
7' -4"
B.O.S. (CLR)
11' -4"
T/ SLAB
0' -0"
T/ EXTERIOR BOND BEAM
9' -0"
T/ INTERIOR BOND BEAM
7' -4"
BR-3
B.O.S. (CLR)
11' -4"
A-102
A39'-3"11'-4"T/ SLAB
0' -0"
T/ EXTERIOR BOND BEAM
9' -0"
T/ INTERIOR BOND BEAM
7' -4"
B.O.S. (CLR)
11' -4"
T/ SLAB
0' -0"
T/ EXTERIOR BOND BEAM
9' -0"
T/ INTERIOR BOND BEAM
7' -4"
B.O.S. (CLR)
11' -4"
STORAGE
REFUSE
WHITE ROOFING MEMBRANE
ON ROOF DECKING -RE:
STRUCTURAL
ON RAFTERS -RE: STRUCTURAL
ON 1/2" CDX PLYWOOD CEILING -
PAINT PT-1A
WHITE ROOFING MEMBRANE
AT WALL BEYOND
1/2" EXPANSION JOINT -
RE: STRUCTURAL
CONCRETE SLAB -RE:
STRUCTURAL
SEALED CONCRETE SLAB -
RE: STRUCTURAL
ONE COAT OF PRIMER & ONE COAT
OF PT-7, TYP INSIDE THIS ROOM
BOLLARD -RE: CIVIL
T/ SLAB
0' -0"
T/ EXTERIOR BOND BEAM
9' -0"
T/ INTERIOR BOND BEAM
7' -4"
B.O.S. (CLR)
11' -4"
PAINTED STEEL POST CAPS (TYP)
PAINT PT-9
BADASS (CI3850) HEAVY DUTY
SELF-CLOSING GATE HINGES W/
SEALED MAINTENANCE FREE
BEARING
2-1/2" X 2-1/2" PAINTED STEEL
TUBE GATE FRAME -PAINT PT-9
6" DIAMETER PAINTED STEEL
POST -PAINT PT-9
1-1/2" X 1-1/2" PAINTED STEEL
ANGLES -PAINT PT-9
PREFINISHED PLASTIC LUMBER
ATTACHED TO STEEL FRAME
DROP RODS BEYOND8'-3"2 EQUAL PANELS
8'-6"
T/ EXTERIOR BOND BEAM
9' -0"
T/ INTERIOR BOND BEAM
7' -4"
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
any manner without express written or verbal consent from
authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
1234
B
C
D
E
A
B
C
D
E
1234
FSR#CHICK-FIL-ABUILDING TYPE / SIZE:
RELEASE:4/22/2021 2:50:20 PMBIM 360://WA_04249_Rainier Ave & 3rd_Renton_FSR_P12 LC_SML/04249_Renton_P12_LC_ARC_v2.18.10.rvtA-102
REFUSE ENCLOSURE
PERMIT SET
12/30/19
C.T.CHICK-FIL-A RAINIER AVEPERMIT SET04249375 RAINIER AVE SRENTON, WA 9805510-LC-04249-A-102-REFUSE ENCLOSURESEA18-0031-00
v2_18.10
P12 LC ALL
N.T.S.
REFUSE ENCOSURE DROP ROD 3-D DETAILA3
N.T.S.
REFUSE PAD AT CONCRETE PAVING DETAILB1N.T.S.
REFUSE ENCLOSURE BASE DETAILB2
N.T.S.
REFUSE ENCLOSURE DOOR JAMB DETAILC1
N.T.S.
REFUSE ENCLOSURE DRIP EDGED1N.T.S.
REFUSE ENCLOSURE ROOF EDGE DETAILD2
N.T.S.
REFUSE ENCLOSURE DOOR HEAD DETAILE1
3015 112th Ave NE 205
Bellevue, WA 98004
P 425.670.6706
F 425.774.8219
NO.DATE DESCRIPTION
A 2019/07/23 Resubmittal
C 2019/11/20 PLAN CHECK/UTIL
COORD
D 2020/01/27 PLAN CHECK
1/4" = 1'-0"
REFUSE ENCLOSURE FLOOR PLAND4
1/4" = 1'-0"
REFUSE ENCLOSURE ROOF PLANC4 1/4" = 1'-0"
REFUSE ENCLOSURE ELEVATIONC2
1/4" = 1'-0"
REFUSE ENCLOSURE FRONT ELEVATIONB4
3/8" = 1'-0"
REFUSE ENCLOSURE SECTIONE2
3/8" = 1'-0"
REFUSE ENCLOSURE BACK OF GATE ELEVATIONA2
A
A
C
C
D
D
D
D
D
DocuSign Envelope ID: F94832C8-5168-46AD-9392-B611DC851286