Loading...
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