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BU P2019-00118 OFFICE COPV ef 20111 REMODEL 8ULDIG REVISIONS D R A w N G N DE „ .. N 0 R W E S T i 1 , , CV Cover Sheet 1111 I CV1 General information RECEIVED • D BUILDING INrC ORV TIN : T - CMAY 62019 SP 2 SITE PLAN CITY OF TIGARD BUILDING DIVISION ADDRESS : _M SD1 SITE DETAILS II III II 1 II II II I I III 11 II II II I II I !! 1 11 III II II III II II III III II I I II 1 11 STATE SITE CODE: 36-0041 -.___.-1 1 DRU - T I I R ==� " - -s== I • ;-_.-411 STREET ADDRESS: 12090 SW MAIN ST -t- I IL_I I I ILJ I � DT1 .0 Drive-Thru Plan & Details 1 - 1 I � CITY: TIGARD _-_i___;_._ __ _.. L__J L--J COUNTY: WASHINGTON DT1 . 1 Drive-Thru Details STATE: OREGON DT1 .2 Drive-Thru Detailsla, +1 W _ T1 .0 Trash Corral i - , ;II , _ I1 ST J CT U E i L� I Id 1 00 la P- r_ � -���_ ; ARC C T - C J AGI o - =___4__ �r== - _ _-_ I EXISTING: MASONRY BEARING WALLS, WOOD TRUSS ROOF FRAMING ; ; RA - - --- J L- i - _ i _ PROPOSED: EXISTING, NO CHANGE STORAGE 925 S.F.(G" __ i 1 D 1 .0 Demolition Plan . � �/ !I I I I� -� �--- �r - rK--..- II -- 11 r �� :��� I ' TIL TIES : _ D1 . 1 Demolition - Elevations & Notes SHELVMc I--! 1' i DINING AREA ' �� D 1 .2Demolition - Elevations 8c Notes AL_.�� - 1 STANDING 685EAT5 1==i SPLIT UTILITIES EXISTING, NO CHANGES PROPOSED A1 .0 Partial Floor Plan (West) -_ I � i2OOM 1E0 �v: se�vw� ._._._._._'. E. ° it 5.F.(NET) -1 i IN - • A1 . 1 Partial Floor Plan (East) ' / F. > i ii ` - BU LD NG CODE : . - . A1 .2 Reflected Ceiling Plan FROG ONI _ ' _ --- 1I BUILDING CODE EDITION: 2014 OREGON STRUCTURAL SPECIALTY CODE ___. _€ l ..-.' �A1 .3 Roof Plan - j 111111111 11111111 i1 MECHANICAL CODE EDITION. 201 4 OREGON MECHANICAL SPECIALTY CODE I i . A2.0 Elevations 1 ' �' _� __1 ELECTRICAL CODE EDITION: 2017 OREGON ELECTRIC SPECIALTY CODE 1--._.__._._._._._._._._._._ m - G" .A2. 1 Elevations D V� �--� IGITGI�N u4'I S.F.( � �_� .f-� PLUMBING CODE EDITION: 2017 OREGON PLUMBING SPECIALTY CODE -" . ) ilk 1 \Fir 1 ,, .m - _ '___.__ •A3.0 Wall Sections -�_ r -._ --T- ADDITIONAL CODE EDITION: 2014 OREGON FRE CODE ,� ■ "_" -, 13E _1 ; L. ICC/ANSI 117. 1 -2009 -A3. 1 Wal Sections C, II L.T DA rn H-N I i � �'i, � ==�-- ---� !_ . A4.0 Details �i C1i0 i�i r-1� i� I 0 OFFICE 1 1 A4. 1 Details %� ko25.�. 1 u i u 1 - �- -.. --- tRKLAND, WA ��,�\'� ` ' 101 I (`'Rose i [D --- t3 lc _41,„*__________,_„;- _ }-- •A4.2 Details 4›, „.,I.e. %,%, t . • A4.3 Details "�' i� �' ' ' �-�� B U I L_ D I \ G DATA: {� �� �;� 11hII II II II II 111 kl II II II � ®�' Q� k< ,11 II II 1 II II 111 1 II II II -I a. 1_ �Jzu „,_4___,,- -- •A4.4 Details . OCCUPANCY: �- USE GROUP A2 (NO CHANGE) 'A4.5 Enlarged Restroom Plan & Details 1 12 CONSTRUCTION TYPE: EXISTING V-BD � �_.__.;._._. _ A4.6 Enlarged Counter Plan & Detai s NUMBER OF STORIES: 1 1 ' -i - W BUILDING HEIGHT: 18'-0" (MAIN BLDG. PARAPET) - l A6.0 Schedules 'MU 1 9'-4" (ENTRY ARCADE) I STCTFAL = ri KEY PLAN N.T.S. I f --- S- 1 General Notes & Details GROSS BUILDING AREA: 3, 164 EXISTING S.F. + 1386 BASEMENT S.F= 4,550 S.F. TOTAL - S-2 Wall & Roof Framing Plan W I I S-3 Sections & Details = I 0 C C U P A N C Y ALLOWANCE . _ i ____ __ 'S-4 r, Sections & Details SPECIAL INISPECT!ONFEQUIRED NET BUILDING AREA: 3,859 NET S.F. - -I- u - I TR CAL- Stateof Oregon Stractura# Specialty Code OREGON STRUCTURAL SPECIALTY CODE 2014 ❑ Concrete and Reinforcing Steel `SIG V LOADS : I E 1 .OA General Notes o t v v -o 0 gil Bolts lnsta1odinConcrete TABLE 1004. 1 . 1 ROOF LIVE LOAD; 40 PSE i , _.. _. E1 . 1 Notes & Details Q o - 6 oL i I E1 . 1 Rough-1n Plan ? L 0.ao ° °� ❑ Special Moment-Resisting Concrete Frame MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT i __I___ 1 E1 .2 Dual Point & Menu Board Detail Q °' 2 0 °o 7 ❑ Reinforcing Steel&Prestressing Steel Tendons _ � E1 .3 Dual Point & Menu Board Detail � o_ ° as-8 � a° Cl Structural Welding FUNCTION OF SPACE ALLOWANCE AREA OCCUPANTS LIFE SAFETY SYSTE V1 : j' T __.._. E2.0 Lighting Plan n _° 0 a)E °ix - !- E2. 1 Electrical Roof Plan ° ° - N ° 6, ❑ High-StrengntBolting ACCESSORY STORAGE AREAS, EMERGENCY LIGHTING: X YES NO ' _„, N °' E °-a ... ❑ Stnlctural�taso>uy MECHANICAL EQUIPMENT ROOM 300 GRASS 925 SF 3 EXIT SIGNS: X YES NO I - � E3.0 Lighting Controls o o o- o 0 ❑ Reinforced Gypsum Concrete FIRE ALARM AND SMOKE DETECTION SYSTEM: YES X NO F3. 1 Lighting Controls p M ° ° D ' ° . °'1) ASSEMBLY W OUT FIXED SEATS fi i I o ❑ lnslsladngConcreteFiil STANDING SPACE 5 NET 180 SF 36 PANIC HARDWARE: X YES NO __ ! 9 L III ° FRE SPRINKLERS: YES X NO ---...-- - 0 ° ❑ Spray Applied Fire-Resistive Materials ❑ Pilins,Dueled Piers and Caissons BUSINESS AREAS 10 0 GROSS 100 SF 1 - __ C U L N t_ ` N 1 I � � O T C N O ,5 G7 ® ADDITIONAL RMITS REQUIRED a o. N ❑ Shotcre►e KITCHENS, COMMERCIAL 200 GROSS 1 , 197 SF 6 D E S I 'J N F O F R E C O R D ® i I I " '" ° ° `�- ❑ Special:reading Excavation and Filling I I Fire Sprinkler „�, a ..,9,-°- ` "' `' `' 2- L v_ °� U C ❑ Smoke-Control Systems I Fire Alarm I ° ° v C�C S O L A T L 1 c C .52-S) ° `- 7 ASSEMBLY W FIXED SEATS SEE PLAN - 68 DISCIPLINE: NAME: ADDRESS LICENSE - - I I Mechanical �J C o 0 o N 0 Other inspections site"1 / L v I 1_ . Plumbing �i c a,.c a ASSEMBLY W/OUT FIXED SEATS ARCHITECT: JAMIE TRENDA 929 108TH AVE NE, SUITE 210, 1 1210 Electrical �� C ° - °o ° °o 15 NET 146 46 SF 10 FREIHEIT ARCHITECTS BELLEVUE, WA 98004 .- 0 - N 2 v o UNCONCENTRATED Truss Engineering �, a ° _ U, N O ° Shop Drawings a" ° _ cn .- STRUCTURAL: STRUCTURAL: ROBB DIBBLE 1029 MARKET STREET, KIRKLAND, WA 98033 77398E ; Other DIBBLE ENGINEERS, INC. _i ELECTRICAL: MARK D. ROBISON 19401 40TH AVE W, STE 302, LYNNWOOD, WA 98036 15423 I- `, .i' ROBISON ENGINEERING .-J c', . I- INC. _, ..-- ... ' r. Ei.yi , 1�, L.:. - - - I I I i 1 - - ' z I TOTAL OCCUPANCY ALLOWANCE 124 (NO CHANGE) - .OFFICE-COPY N-, CITY of TIGARD B p N S Y ® � I E E N ® ® REVIEWED FOR CODE COMPLIANCE CONSTRUCT CN PROJECT MAN\ GER : Approved l i„ _ OTC: _ I ] - 0 4 .f © DINING ROOM NAME: ADDRESS PHONE #: Permit# .Bre 1 " on r 9 ...._., SECTION TAG l 1031 ROOM NAME & NUMBER i I Address: ��O q a --s..,, h',.r A----r- � s ,, MANAGER: DOUG BATES 12131 113TH AVE. NE, STE. 103, KIRKLAND, WA 98034 425-242--2411 Suite#s L z a 0 X TAI TAG A PARTITION TAG B ---i-1D 4-2 - I Ci ix C AX.X DETAIL a < ;, 144.... di c we Ul CV -- S C L2 _$, T/ SLAB ELEVATION TAG • - 0 o ELEV. 0'-fl F A i c Y 9 - #04C26 X DETAIL C V AX.XDRAWING TITLE SCALE: 11/2 = l'-0" COVER GENERAL NOTES GENERAL NOTES (CONT. ) VICINITY MAP N.T.S. N PROJECT DATA I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2014 OREGON STRUCTURAL SPECIALTY 32. THE CONTRACTOR SHALL ENSURE THAT THIS PROJECT AND ALL CONSTRUCTION ACTIVITIES PROJECT ADDRESS: 12010 SW MAIN ST, TIGARD, OR 141504 CODE AS ADOPTED BY CITY OF TIGARD, WASHINGTON COUNTY, OREGON STATE RELATED THERETO SHALL CONFORM WITH LOCAL, REGIONAL, STATE AND FEDERAL GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY GODS ADOPTED BY CITY ACCESSIBILITY CODES, OREGON STATE ENERGY GODES, AND ALL APPLICABLE LOCAL REGULATIONS PERTAINING TO DISTURBING, DISPLACING AND/OR REMOVAL OF ASBESTOS CODES 4 STANDARDS. OR ASBESTOS- CONTAINING MATERIALS. NOTE SPECIFICALLY THAT FOR PROJECTS IN OF TIGARD. OREGON STATE THE CONTRACTOR SHALL CONFORM WITH THE REQUIREMENTS OF THE 2. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND APPROPRIATE AGENCY REGARDING INSPECTION, CERTIFICATION AND NOTIFICATION. OCCUPANCY: A2 (EXISTING) AS SOON AS DISCOVERED SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 33. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL USE: FAST FOOD RESTAURANT (EXISTING) INTERSECTIONS. 3. ALL ITEMS MARKED "N.1.C." ARE NOT PART OF THIS CONTRACT. CONSTRUCTION TYPE: EXISTING, NO CHANGE 34. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 2014 0.5.5.0.. :, 4. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO CHAPTER VALUATION: $300,000 25 OF 7HE 2014 0.5.5.0. 35. FIRE EXTINGUISHERS: VERIFY LOCATION, TYPE, AND SIZE PER FIRE MARSHAL c� REQUIREMENTS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE LEGAL DESCRIPTION: COMMENCING AT THE MOST NORTHERLY CORNER OF SAID PARCEL (./1 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY EXTINGUISHERS REQUIRED UNDER N.F.P.A. 10 MOST RECENT EDITION AND APPROVED BY II, SAID POINT BEING LOCATED ON THE 50UTHWE5TERLY RIGHT OF Lacp ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. THE FIRE MARSHAL. CONFIRM ACCEPTABILITY OF LOCATION WITH OWNER'S z\ S WAY LINE OF S.W. MAIN 5TREET, AS SHOWN ON SAID PLAT OF PAYLESS SHOPPING CENTER: REPRESENTATIVE PRIOR TO INSTALLATION. PROVIDE FINISHED CABINETS TO MATCH O THENCE SOUTHWESTERLY, FOLLOWING SAID RIGHT OF WAY LINE, 21.25 FEET, ALONG THE ARC OF A 6. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO CENTERLINE OF EXISTING COLUMNS BUILDING STANDARD FOR EXTINGUISHERS AT ALL EXPOSED LOCATIONS. I z G � 150.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHWEST (LONG CHORD BEARS SOUT 51° 00' OR FINISH FACE OF EXISTING WALL UNLESS OTHERWISE NOTED. 24" WEST, 21.26 FEET), TO A POINT OF REVERSE CURB; THENCE CONTINUING SOUTHWESTERLY 55.68 36. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER DECORATIVE MATERIAL, 'Q� \�,0 FEET, ALONG THE ARC OF A 350.23 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST (LONG Z Z 1. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC t• Q�,G CHORD BEARS SOUTH 80° 53' 14" WEST, 55.63 FEET), TO THE TRUE POINT OF BEGINNING OF THE J , THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. HAZARD SHALL BE MADE FROM NON-FLAMMABLE MATERIAL, OR SHALL BE TREATED AND PROPERTY HEREIN DESCRIBED; THENCE LEAVING SAID RIGHT OF WAY LINE OF S.W. MAIN STREET, .;:; MAINTAINED IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME RETARDANT &3C SOUTH 14° 36' 10" EAST, 106.11 FEET; THENCE SOUT 44° 31' 30" WEST, 114.0 FEET, TO A POINT ON EY 8. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15 SOLUTION OR PROCESS APPROVED BY WASHINGTON COUNTY FIRE DEPARTMENT. .18- ) nj THE SOUTHWESTERLY LINE OF SAID PARCEL II' THENCE NORTH 45° 16' IS" WEST. 148.62 FEET, TO FY EY INTENDED THAT SUCH SHALL APPLY TO A5 MANY SUCH DEVICES, ITEMS OR PARTS AS ARE PROVIDE A CERTIFICATION TO THIS EFFECT, t m THE MOST WESTERLY CORNER OF SAID PARCELS IV AND II, TO THE TRUE POINT OF BEGINNING. REQUIRED TO PROPERLY COMPLETE THE WORK. \�ci) _a 5W GARDEN P- 0 0 A. EX€T DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE ,4\‘''• 1111t� x THE PARCEL DESCRIBED CONTAINS 18,981 SQ.FT. MORE OR LESS. 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. SW ��' SITE Cr) _ T� UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE 6,4kb Sh C. CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER St `t" PARCEL NUMBER: R460183 OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF CHAPTER 8 OF THE 2014 0.5.5.G.. ALL FOAM PLASTICS SHALL COMPLY WITH THE '°,t'•, �' HI5 WORK. REQUIREMENTS SPECIFIED IN CHAPTER 26 OF THE 2014 O.S.S.C.. �'SS 10. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY 37. ALL LAY-IN ACOUSTICAL CEILING GRIDS AND LIGHTING SHALL BE INSTALLED AND 11111100Ycp COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. SECURED PER THE PROVISIONS OF ASTM G 635 AND ASTM C 636. �'P c, P II. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A 38. UPON COMPLETION OF CONSTRUCTION, GLEAN ALL SURFACES INCLUDING INTERIOR SIDE OF -"k p. CLEAN (BROOM) CONDITION AT ALL TIMES. ALL EXTERIOR PERIMETER GLAZING. S>' (iDC� 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF 39. ELECTRICAL ROUGH-IN AND PLUMBING ROUGH-IN ARE FOR THE GENERAL INFORMATION OF C.7 IE L T DA -tiTHE OCCUPANTS AND WORKERS AT ALL TIMES. THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. t. 13. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY 40. ALL CABLING AND WIRING NOT IN CONDUITS OR FULL SURROUND CABLE TRAYS SHALL WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL HAVE A FLAME SPREAD RATING OF NOT LESS THAN 25 AND A SMOKE DEVELOPMENT RKLAND, WA A5 ALL REVISIONS, ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO RATING OF NOT LESS THAN 50. SCOPE OF WORKSi MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, IA, 145- ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO BE 41. REVISIONS TO MECHANICAL/PLUMBING SYSTEM, SHALL BE BIDDER DESIGN/ BUILD. THE OF 001 UNDER THE CARE OF THE JOB SUPERINTENDENT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE CORRESPONDING PERMITS FOR WORK. THE PROPOSED SYSTEM DESIGN 4 METHOD OF OPERATION FOR ALL ROOMS WORK TO INCLUDE ELIMINATING MANSARD ROOF 4 REPLACING WITH PARAPETS. NEW SIDING, 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SHALL BE REVIEWED AND APPROVED BY THE OWNER PRIOR TO THE START OF ANY ACCENT WALLS 4 BRANDING ELEMENTS AT EXTERIOR. NEW SIGNS AT MODIFIED DRIVE THRU. IIMMI 1 BUILDING AND SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB 15 COMPLETED. WORK. NEW SEATING 4 DECOR AT DINING 4 RESTROOMS. ACCESSIBILITY UPGRADES TO BE COMPLETED AT SITE, DINING, 4 RESTROOMS. 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, 42. THESE DRAWINGS WERE PREPARED BASED ON INFORMATION ATTAINED FROM A THIRD UNLESS OTHERWISE SPECIFIED, AND SHALL BE SO STATED IN CONTRACTORS WRITTEN PARTY AS-BUILT 4 LIMITED RECORD DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING = PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST CONDITIONS IN FIELD PRIOR TO DEMOLITION 4 NOTIFY ARCHITECT IN CASE OF BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS DISCREPANCIES AS SOON AS POSSIBLE. DEMOLITION IS TO BE EXECUTED SO A5 NOT TO = iCa AFTER NOTICE 15 GIVEN. DISTURB EXISTING STRUCTURAL SYSTEMS, ROOFING SYSTEMS AND OTHER AREAS THAT - ARE INTENDED TO REMAIN INTACT. VERIFY ALL CONSTRUCTION THAT 15 TO BE REMOVED 16, ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND PRIOR TO DEMOLITION. IMU THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OR OTHER CAUSES. I 11 FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN THIS 1E6 OCCUPANCY EXCEPT AS PROVIDED IN N.F.P.A. STANDARD 30 AND THE CURRENT INTERNATIONAL FIRE CODE. PERMIT MAY BE REQUIRED. 18. UPON COMPLETION OF CONSTRUCTION, CLEAN ALL SURFACES. TYPICAL ABBREVIATIONS KEY PLAN II. MAINTAIN ALL EXIT PATHWAYS DURING CONSTRUCTION. u N 0 {/ a) .. C 5 o 20. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE a '' •� a a° N unD GENERAL CONTRACTOR TO OBTAIN DEMOLITION PERMIT FOR ANY REQUIRED DEMOLITION @ AT FUR FURRING -Ti a ` a° o U WORK FROM THE LOCAL JURISDICTION AND TO COMPLY WITH THE FEDERAL REQUIREMENT # FOUND OR NUMBER GA GAUGE ° -o a a) c-- t OF ASBESTOS ABATEMENT. ASBESTOS SURVEY 15 REQUIRED BEFORE RENOVATION OR AB ANCHOR BOLT GALV GALVANIZED - W 4 . Q° � ° .a 2 v, DEMOLITION. IF REQUIRED BY LOCAL JURISDICTION. AGT ACOUSTICAL CEILING TILE GC GENERAL CONTRACTOR ` o 8-r .- ,_ U a co • AFF ABOVE FINISH FLOOR GL GLASS -, Q, E `t'°_c a)'o 21. PATCH AND REPAIR ALL EXISTING SURFACES AS REQUIRED BY DEMOLITION AND NEW ALUM ALUMINUM G.W.A. GYPSUM WALLBOARD ., , o -° I' o'� L CONSTRUCTION TO RECEIVE NEW SCHEDULED FINISHES. ALL SURFACES ARE TO HAVE BD BOARD HG HOLLOW GORE • w ' - - . - - y o C-°o .3 0 0 aci v "LIKE-NEW" APPEARANCE. BLDG BUILDING HDWR HARDWARE - ' ' • O - .-' C i o U+�-, 1 t7v. v v0oo co BOT BOTTOM HM HOLLOW METAL ~ v ° t -2 o °' ° 22. CONTRACTOR SHALL VERIFY ALL ROUGH-IN AND OTHER DIMENSIONS FOR EQUIPMENT BRG BEARING INSUL INSULATION . . J . 4 ` - . , m ° 0.D E- 0 FURNISHED BY HIMSELF OR BY OTHERS. GAB CABINET INT INTERIOR ° - , 3 ' - , - 0 0 0 0 o o GFT CERAMIC FLOOR TILE JT JOINT • - r • . - � • ° ' • • • .rwr o J-c 2 o L m 23. REPETITIVE FEATURES ARE DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED OJT CONTROL JOINT MAX MAXIMUM _ , ' ` - w ° A5 IF DRAWN IN FULL. G CENTER LINE MECH MECHANICAL {;} ° Q c .Q1 °v L CLG CEILING MIL METAL . - 7 • U `" ° c 24. IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THIS PROJECT, THE CONTRACTOR GMU CONCRETE MASONRY UNITS MFR MANUFACTURER .. . . •1...01• " \\ © r • V a m.N w ` °' SHALL CEASE ALL WORK RELATED TO THE HAZARDOUS MATERIALS 4 IMMEDIATELY COL COLUMN MIN MINIMUM , ° , ' " " . o t - �, , aC: NOTIFY THE OWNER IN WRITING OF THE CIRCUMSTANCES. GONG CONCRETE NT5 NOT TO SCALE y W . ' ' ' c 0 0 S o CONSTR CONSTRUCTION 00 ON CENTER . o " �✓ ^ o o° Ili • U c 1E 25. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST GONSTR JT CONSTRUCTION JOINT P PROPERTY LINE .. . C C �� RECOMMENDATIONS OR WRITTEN DIRECTIONS. IF CONFLICTS EXIST, CONTACT THE CONT CONTINUOUS PLYWD PLYWOOD * •, /-'' '- o '� « • • • 6 o- o- .- aCONSTRUCTION MANAGER FOR CLARIFICATIONS. GONTR GONTRACT(OR) RD ROOF DRAIN g/' • ®i! ' '. „11 T v: oGT CERAMIC TILE REINF REINFORCE(D)(ING) • • • o26. IF REQUIRED, A CONSTRUCTION BARRICADE SHALL BE INSTALLED BY THE CONTRACTOR, DET DETAIL RFG ROOFING . 7/„...,.. --. < • •• 4' ° ',5"8 i c)_",' PAINTED, DETAILED AND ILLUMINATED A5 REQUIRED. NO SIGNS OTHER THAN THOSE DIAMETER RM ROOM ° ~+ ' I. ,, ~ AUTHORIZED BY THE CONSTRUCTION MANAGER WILL BY PERMITTED ON THIS BARRICADE. DIM DIMENSION RO ROUGH OPENING -/C y/• - ry • L DN DOWN SAFE SELF ADHERED FLEXIBLE FLASHING -A . -- wieek ��, � • • ., ,.. �, ao 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING, BRACING, OR DS DOWNSPOUT 5EG SECTION ` . � �� s f J OTHER TEMPORARY STRUCTURAL SUPPORTS AS MAY BE REQUIRED AND SHALL BEAR THE EA EACH SIM SIMILAR EXISTING _ COSTS OF ANY ENGINEERING THAT MAY BY REQUIRED. EB EXPANSION BOLT SPEC SPECIFICATION ` ` Mc,DONALD'S ELEG ELECTRICAL SQ SQUARE • • RESTAURANT . - z 25. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL PERFORM WORK THAT ELEV ELEVATION STL STEEL .• ' 4.0 ,� v� T DOES NOT INTERFERE WITH NORMAL OPERATING BUSINESS HOURS OF THE STORE. WORK EQ EQUAL T 4 5 TOP AND BOTTOM r _ W THAT WILL REQUIRE INTERRUPTIONS OF OPERATIONS SHALL BE PERFORMED DURING EQUIP EQUIPMENT TYP TYPICAL . �, NON-BUSINESS HOURS ALL ANTICIPATED OVERTIME REQUIRED SHALL BE INCLUDED IN EXIST EXISTING V.I.F. VERIFY IN FIELD " " - • . ' i � THE BASE BID. WI I y 5 ,r_ • �- Valk \ EXP JT EXPANSION JOINT W/ W .�.-. Vega EXT EXTERIOR WD WOOD - - r •° • '"low - loft 21. SHOULD A CONFLICT OF INFORMATION EXIST IN THE CONST. DOCUMENTS, THE FON FOUNDATION W/O WITHOUT ' _ ' . ' ` ` • : , +• '• •: ,� a CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA AND CONTACT THE ARCHITECT FIN FINISHED) WRB/AB WEATHER RESISTIVE BARRIER/ AIR - ' 4 .�� • . a • %Mk 21 ` IMMEDIATELY. FL FLOOR BARRIER 4" �� e 4- n? FT FOOT OR FEET SCT WAINSCOT ' '�\y � • " ' . �-�r �+ / ,J 30. JOB SITE SAFETY: THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED FTG FOOTING ,` �� _ . . c> TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE ` . :111111111"k:1111141;"-14.1 .-* :' • :• . • - N. I- CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES - �- OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDER-TAKING OF N :' ` . , ' . w ` ` PERIODIC SITE VISITS BY THE ARCHITECT/ ENGINEER SHALL NOT BE CONSTRUED AS / w '! ` SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A Ll 4: W SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, ' , -.Lt./ C �, v SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR ; • . • • . ;' EXTENT ` v, OCCUPANCY BY ANY PERSON. ` . • 'O / a , `v) OF WORK 4.4".11•••,' L>: 31. CONDITIONS OF USE: THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE _ ` - `y O / u r REMODEL OF THE EXISTING STRUCTURE LOCATED AT 12010 SW MAIN ST, TIGARD OR . . ` . • L. • 1-1223. THESE DRAWINGS SHALL NOT BE USED IN WHOLE OR IN PART, FOR FABRICATION t ` `� r `- `,) • ,. t•J �� OR CONSTRUCTION AT ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE • . • . / / �� � �F -��GAR1pr = ARCHITECT/ENGINEER. ;.: roved by la �r},+�n� c Approved `1 • Date C V 1 GENERAL INFO - PROJECT DATA ADA SITE PLAN KEYNOTES GENERAL NOTESIL C2 SITE AREA: 0.43 ACRE (AD-OI) PROVIDE 36" MIN WIDE ACCESSIBLE ROUTE TO PUBLIC SIDEWALK. REMOVE EXISTING 1, PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT ASPHALT PAVING, CONCRETE SIDEWALK $ CURBING, I LANDSCAPING A5 NECESSARY. LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST EXISTING PARKING: 8 STALLS INSTALL NEW BROOM-FINISH, SLIP-RESISTANT CONCRETE CROSSWALK, SIDEWALKS, ECONOMICAL INSTALLATION, PARKING REQUIRED: I PER 250 50. FT. DINING AREA CURB RAMPS AS SHOWN. PROVIDE 5% MAX SLOPE IN DIRECTION OF TRAVEL 4 1.5% MAX 1541 50.2FT. DINING AREA = 1 STALLS CROSS SLOPE AT CROSSWALK. COORDINATE SIDEWALK REQUIREMENTS WITH AD-05. 2. THE CONTRACTOR SHALL. COORDINATE WITH ALL UTILITY COMPANIES COORDINATE CURB RAMP REQUIREMENTS WITHCAD-04). TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING PARKING PROVIDED: II STALLS (AD-02) REMEDIATION OCCURS IN (AD-01) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND ACCESSIBLE REQUIRED: 2 STALLS (BASED ON II PROVIDED) (AD-03) REMOVE EXISTING ASPHALT PAVING 4 CONCRETE CURBING 4 SIDEWALKS FOR INSTALLATION CIRCUITING. OF NEW AS SHOWN. RESTRIPE EXISTING BARRIER-FREE ACCESSIBLE STALLS (TYP. OF 2) A5 SHOWN, WITH ACCESS AISLE BETWEEN. WIDTH OF STALLS AND ACCESS AISLES TO BEZ ACCESSIBLE PROVIDED: 2 STALLS MEASURED FROM CENTER OF STRIPING. ENSURE ALL SLOPES AT NEV PARKING STALLS AND 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH O PAVEMENT. ACCESS AISLES DO NOT EXCEED 1.5% IN ALL DIRECTIONS; REGRADE PARKING LOT AND -12 ZONING: MU-CBD SEALCOAT AS NECESSARY. PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO D.- ADJACENT PARKING STALLS. PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/5D1. ENSURE (Y BUILDING AREA: 3,164 SQ. FT. EXISTING ACCESSIBLE PARKING STALL SIGNS ARE MOUNTED AT EACH STALL WITH BOTTOM OF v THE LOWEST SIGN AT GO" MIN ABOVE ADJACENT PARKING SURFACE (TVP. OF 2) PER W OCCUPANCY: A-2 (EXISTING) DETAIL 6/SDI. INSTALL NEW @VAN ACCESSIBLE" SIGN TO BE LOCATED AT STALL WITH G TYPE OF CONS-RUCTION: V-B (EXISTING) PASSENGER SIDE ADJACENT TO lb" MIN WIDE ACCESS AISLE. (AD-04) REMOVE EXISTING CURB RAMP 4 CONCRETE SIDEWALKS 4 PROVIDE NEW SLIP RESISTANT, CONCRETE IN-LINE CURB RAMP AS SHOWN 4 PER DETAIL 4/50I. SLOPE IN DIRECTION OF z z TRAVEL TO BE 8% MAX WITH 1.5% MAX CROSS SLOPE. PROVIDE 5'-0" MIN DEEP X FULL RAMP o 0 WIDTH TOP 4 BOTTOM LANDINGS WITH 1.5% MAX SLOPE IN ALL DIRECTIONS. ENSURE TOP AND N BOTTOM TRANSITIONS ARE FLUSH WITH 1/4" MAX CHANGE IN LEVEL OR 1/2" WITH BEVEL. > > LU al Q PROVIDE 5% MAX GUTTER PAN SLOPE. DC CY (AD-05) REMOVE EXISTING SIDEWALK 4 LANDSCAPING TO EXTENT SHOWN S INSTALL NEW GONGETE W SIDEWALK WITH A SLIP RESISTANT BROOM FINISH. PROVIDE MAX 5% SLOPE IN DIRECTION OF 1.1.1 ILI z TRAVEL $ 1.5% MAX CROSS SLOPE. PROVIDE 5'X5' LANDING WITH MAX 1.5% SLOPE IN ALL O DIRECTIONS AT EACH DOOR 3 CHANGE OF DIRECTION. ENSURE THERE IS NO CHANGE OF LEVEL OR THRESHOLD GREATER THAN 1/4" OR 1/2" WITH BEVEL. SEE DETAILS 8/5DI 4 II/SDI. REMOVE IS d) 4 REPLACE CONCRETE CURBS ALONG AREA OF NEW WORK. FLOAT ASPHALT AT AREAS OF N. N W PARKING LOT ADJACENT TO NEW CURBS AS NECESSARY TO MAINTAIN TYPICAL b" MAX CURB. tr., Q PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO EXISITNG ASPHALT PARKING IIN Vss LOT. EXTENT SHOWN 15 ASSUMED MIN WORK FOR ACCESSIBILITY COMPLIANCE. GC TO VERIFY WITH EXISTING CONDITIONS d CONFIRM EXTENT OF WORK WITH MCDONALD'S CONSTRUCTION W 1_- MANAGER. (AD-Ob) SEE FLOOR PLAN Sc. ., - SITE PLAN KEYNOTES (AD-07) REMEDIATION OCCURS IN (SP-0b) 4A 4g12[4 (AD-OS) RELOCATE POTTED PLANTS TO NEW LOCATION SHOWN;VERIFY LOCTION WITH ,... MCDONALD'S CONSTRUCTION MANAGER. ENSURE POTS DO NOT REDUCE ACCESSIBLE - L (� (5P-0I) REMOVE EXISTING INSTALL (I) NEW DIGITAL MENU BOARD A5 SHOWN, SEE DETAIL 2/DTI.O ROUTE WIDTH TO LESS THAN 36". ENSURE POTTED PLANTS ARE CLEAR OF NEW ENTRY 3 2 _ �y , , , , FOR EXACT LOCATIONS AND to/DTI.I. LOCATE EXISTING UTILITIES PRIOR TO EXCAVATING DOORS. DTI.O DTI.O Q`NNcJ� W - • 5P-I8 FOOTINGS, (AD-O� REMEDIATION OCCURS IN (AD-05) • • Syy M . z z x (5P-02) REMOVE EXISTING CUSTOMER ORDER DISPLAY 4 INSTALL (I) CUSTOMER ORDER CANOPY AS RKt.Hi�lD,WA ` W " • ' a r -1� VAS SHOWN PER DETAIL 6/DTI.2. SEE DETAIL 2/DTI.O FOR EXACT LOCATIONS. LOCATE EXISTING (AD-10) REMEDIATION OCCURS IN (AD-05) T.*' - , .,W ■ -�• � = UTILITIES PRIOR TO EXCAVATING FOOTINGS. - c�p_pq ', q : O �, ` 1 ' (AD-II ) THRU (AD I6)SEE FLOOR PLAN. 'OF a� ��� `� �_- ____�_s W �; ..` , - W (SP-03) INSTALL NEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS PER 2IDTI.O. (OPTIONAL -I \ 6 ` R=.2'-0" - AT DRIVE THRU BOOTH) PATCH 4 REPAIR CONCRETE PAD AT DRIVE-THRU A5 NECESSARY. ( �) REMEDIATION OCCURS I N (5P-26) PAVING SPECIFICATION I u ;LL IS/DTI.1 $ 20 DTII. (AD-I8) REMEDIATION OCCURS IN (SP-26) (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) .' P 5P-14 :'� __-=,- ‘13_ W . _ r (SP-04) REMOVE EXISTING $ INSTALL NEW GATEWAY SIGN PACKAGE A5 SHOWN. COORDINATE 111111111 la - 5P-07��. TYP LOCATION WITH McDONALD5 CONSTRUCTION MANAGER TO ENSURE BEST VISIBILITY FROM .. 6 . . �' P-0'�1„..._.---- '•," SP-Ib w - SITE ENTRANCE. XE DETAIL S/DTI.2 FOR MORE INFO. LOCATE UNDERGROUND UTILITIES - '• N PRIOR TO EXCAVATION. Ol ���. 1 e r. .. -• • _ 8 REMOVE EXISTING 8 INSTALL NEW PRE-BROWSE MENU BOARD PER DETAIL 12/DTI.I. VERIFY ' ` '' • `Y LOCATION WITH McDONALD'S CONSTRUCTION MANAGER $ DETAIL 2/DTI.O. WE ,: piiiiiiiii �� �_0 ; :!� .•� ti� N❑TE MNALD'SENGINEER RSERESTHERIGHTT❑ REQUESTA COMPACTION5P15* r ; :. I ;.� • (5P-O6] INSTALL SPEECH/HEARING IMPAIRED SIGNAGE ON THE DRIVE-THRU G.O.D. 4 EACH DRIVE-THRU TEST AND/pR A CORE SAMPLE, IF TESTS PROVE CORRECT, PER ABOVE ' 1 �• P p SPECIFICATI❑N, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, `� = 1 1�'y�7111W111737.-5-__s �. I�. j',- •..` y glo , SERVICE WINDOW. SEE DETAILS 1/SDI 4 Q/A4.4. PICTURE MENU, CLIPBOARD AND PENCILS ARE TO OTHERWISE, G.C. WILL BE CHARGED. MEM I r ®'/i.:;-$ >r NP . 5P-26 - Q p BE PROVIDED AT EACH DRIVE-THRU WINDOW. y 5p-O5111• PATCH AND REPAIR EXISTING LANDSCAPE A5 NECESSARY TO ACCOMMODATE DEMOLITION LOT LIGHTING RECOMMENDATIONUall .''� • w w �. �� AND NEW CONSTRUCTION. NEW LANDSCAPING TO MATCH EXISTING ADJACENT, ENSURE SIGN LEGENDm 5P-02 .4 ® +�!•r•. i PLANTINGS DO NOT INHIBIT VIEW TO DRIVE THRU SIGNS. III' w � EXISTING LOT LIGHTS TO REMAIN, VERIFY WITH McDONALD'S CONSTRUCTION q ' IJ. SP-01 EXISTING McDONALD'S a" '. (SP-08) DESIGNATED PULL FORWARD PARKING STALLS 4 SIGNAGE PER McDONALD'S STANDARDS. MANAGER IF CLEAN/RELAMP OR N❑ WORK DURING THIS PROJECT. '' ••. " 5:1;f-270 P 07 RESTAURANT ' dT� �� ® RELOCATE EXISTING SIGNS TO NEW LOCATIONS SHOWN; PROTECT FROM DAMAGE. RESTRIPE O "WELCOME"::::::::(10 NEW)� - Typ ' . .. as . STALLS TO BE {2) GOATS TRAFFIC YELLOW.R=2`-O" O CUSTOMER NENk) 1 . : 3 164 SF (5P-OI) REMOVE EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONCRETE PAD AT �` +' ; �" All ACCESSIBLE PARKING STALLS, ACCESS AISLES 4 CROSSWALK. COORDINATE WITH(AD-02)* DI - .i NU == - W) CDI ,. 5P-28 I �' .lk f 5P-Iq ® ,. D (AD-05)FOR REQUIRED SLOPES. ENSURE FLUSH TRANSITION TO ADJACENT ASPHALT. v v .o0.a • • •• � 1 - w w SP-Ob ��.•••4® • J'� t I QI (5P-10) INSTALL CONCRETE WHEELSTOPS AT LOCATIONS SHOWN. 5EE DETAIL 12/5DI. O PULL FORWARD STALL SIGN (2 NEW) Q o o 0 o t 0 0 L,- ® 5P_O.J daft TYP. ( 5P-II ) PATCH AND REPAIR EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONSTRUCTION Qksi) D °' o_o_a a) 'u, �� O ` ik SEAL COAT ALL ASPHALT WITH NEW ASPHALTIC LAYER. STRIPE PARKING STALLS AND 0 N :5-?.) 213 o �d 5P-08 SYMBOLS AS SHOWN. PAINTS TO BE TRAFFIC WHITE (2 COATS) AT PARKING AND TRAFFIC MOBILE ORDER PICKUP STALLS SIGN (1 EXISTING) 0 a+ a o in �'� Ner . • 5P_! i ~� YELLOW (2 GOATS) AT DRIVE-THRU. SEE DETAIL 1/SDI, 2/SDI, 4 3/SDI. 1 = v E.o ce la, 15) 7'� ''. . =tq, ®` 1 ��0 ;P-I4/,. (5P-12) REMOVE EXISTING GUARDRAIL FOR INSTALL OF NEW CONSTRUCTION. REINSTALL PER PARKING INF❑RMATI❑N •4 0 .`� • �� � ',� . .4 • ; - ��• , p� DETAIL 10/SDI. VERIFY REUSE WITH McDONALD'S CONSTRUCTION MANAGER INSTALL PER Q E v 6_. 16 '- 9 A W + +�� McDONALD'S SPECIFICATIONS. FINISH PER ELEVATIONS. ENSURE 54" DEEP MIN PROVIDED 1 9'-O" X 18'-0" SPACES 0 90' to v n § .__-8.s 5f'-03 TOTALon • je4. * w ♦ ♦ wO C-0 # 007 SP-07 ' ��' ` SP-01 ! / �/ U' AT DOOR. SPACES N w o " �, �,P \0_._.074# 2 ADA 9'-0" X 20'-0" SPACES © 90' v m ��__ •-O4 w W i (5P-13) APPROXIMATE LINE OF NEW CONCRETE WORK TO EXISTING CONCRETE TO REMAIN. 11 " - c om- R=2'-O" 6 9'-0" X 25'-0" SPACES 0 90• t 0 `° ° m o c (5P-14) A• PPROXIMATE LINE OF CONCRETE PAD TO ASPHALT TRANSITION. (� `,. „Q a �� ' • 2 9'-O" X 18'-0" PULL FORWARD SPACES 0 90' "' E v o ' N E u . 6-,,....,_ /� _ S, (5P-15) E• XISTING ROAD SIGN TO REMAIN. PROTECT FROM DAMAGE. .D o c U a. o;) o � • �` • �� .., Al& b,, �' ��0 SP-28 (SP-I6) EXISTING DIRECTIONAL SIGN TO REMAIN. PROTECT FROM DAMAGE. ,,,,,,,,.. c 2:L ti, v •6 12 4) C - .-04 �. T r-, w �� ( ) D J G cU L t 16 •�ti • �6? rj;••-30 , •, w :. r . 4,40 {5P-17 NOT USED. f o J c U S (170 ' I`T 5 (5P-18) EXISTING LOT LIGHTING TO REMAIN. A "- 1��\ ._ �� /�� _ tn o•N C N a 6 s'� o�� UTILITY-INFORMATION ❑RMATI❑N o �, ,� IVV' (5P-Iq0 EXISTING BOLLARDS, PROTECT FROM DAMAGE. FINISH PER ELEVATIONS. N N o .0 0144/411 ' A/ %/0, / ' ' (5P-20) EXISTING GAS METER ASSEMBLY TO REMAIN; PROTECT FROM DAMAGE. SIZE TYPE LOCATION a L>"at A (SP-21) Nor USED. ua ° No i.: 5P-10 , GAR[) SANITARY SI WEl2 EXISTING in c _o c, omL aw . - ' :t. r' 111P �® (5P-22) EXISTING CATCH BASIN TO REMAIN. CITY aF T� pl Ing WATER EXISTING •- �"y '.�'Q a` �' 1 °� �Q „p (5P-23) NOT USED. n1�OVed b 0 T t ' / �� AAP STORM SEWER EXISTING �-5 N 5 0 o Y.. ,-07 ` p 6 L 4J�` (SP-24) EXISTING TRANSFORMER TO REMAIN; PROTECT FROM DAMAGE. _ Y v o v.� • / b Date: ELECTRIC EXISTING ami o, i_ m '- . AD-O • (SP-25) N• OT USED. �,C�--� 0 0� vt (5P-2b) REMOVE EXISTING EXTERIOR SEATING, BLOCK WALL, EXISTING LANDSCAPING 4 CONCRETE If11t115� GAS EXISTING ~ c w " " - PATIOS 4 CURBS TO ACCOMMODATE NEW CONSTRUCTION. INSTALL NEW CONCRETE PATIO 4Q W w . .. SURVEY • INFORMATION -cc, r- CURBING A5 SHOWN. PATCH $ REPAIR EXISTING LANDSCAPE A5 NECESSARY. INSTALL NEW W 0 E f EXTERIOR SEATING PACKAGE BY OWNER THAT PROVIDES 5% MIN ACCESSIBLE SEATS. LOCATE ztil r,� F .. ACCESSIBLE SEATS ON 36" MIN WIDE ACCESSIBLE ROUTE I MARK WITH INTERNATIONAL 0 ,ci, -. LU .61 SYMBOL OF ACCESSIBILITY. PROVIDE 30 WIDE X II" DEEP X 21" AFF MIN KNEE SPACE d 30" ix n: Q > WIDE X 48" DEEP MIN CLEAR FLOOR SPACE AT EACH ACCESSIBLE SEAT. ENSURE 34" AFF MAX p a Z Q 7 TABLE HEIGHT. DISPERSE ACCESSIBLE SEATS AMONG VARIOUS TABLE TYPES 4 SIZES. ENSURE LEGEND MAX 1.5% SLOPE IN ALL DIRECTIONS AT PATIO SEATING AREA. (SP-21) REMOVE EXISTING TRASH CORRAL WITH ASSOCIATED CATCH BASIN. ASPHALT, LANDSCAPING, EXISTING CONCRETE CURBING TO REMAIN/ REPAIR CONCRETE CURBS, $ CONCRETE DRIVE THRU PAD A5 NECESSARY TO ACCOMMODATE NEW WORK PAVING 4 CURBING THROUGHOUT DRIVE THRU LANES AS SHOWN, PER McDONALD'S NEW CONCRETE CURBING m SPECIFICATIONS. SLOPE TO DRAIN A5 NECESSARY. SEE DETAILS 2/DTI.1, 3/D71.1 4 4/ DTI.I. N (SP-28) NEW LANDSCAPING TO MATCH ADJACENT 4 AS REQUIRED BY LOCAL JURISDICTION EXISTING CONSTRUCTION TO BE DEMOLISHED r REQUIREMENTS. ENSURE PLANTINGS WILL NOT INHIBIT VIEW OF DRIVE THRU 4 DIRECTIONAL j� //� NEV STRIPINGill o SIGNAGE FROM CUSTOMERS. ILI (SP-21) NOT USED. PLAN SCALE' 1" = 20' < 6 EXISTING LANDSCAPING TO REMAIN IY (5P-30) NEW TRASH CORRAL 4 ASSOCIATED CATCH BASIN AT LOCATION SHOWN. SEE SHEET TI.0 FOR - a MORE INFORMATION. PROVIDE NEW CONCRETE SIDEWALK TO TRASH CORRAL AS SHOWN. STREET ADDRESS I -4. COORDINATE SIDEWALK REQUIREMENTS WITH(AD-04) IW W W W NEW LANDSCAPING 12090 SW MAIN ST (5P-31) REMOVE EXISTING BOLLARD- 0 z s AL (SP-32) REMOVE 4 RELOCATE EXISTING LOT LIGHT. VERIFY EXACT LOCATION WITH McDONALD'S EXISTING CONCRETE TO REMAIN CITY STATE L tL ,-, CONSTRUCTION MANAGER. SEE DETAIL I5/SDI. TIGARD OREGON 1.1] I ao r • d '•a ; NEW CONCRETE EXISTING LOT LIGHT COUNTY _1 DC ILI iL o i]. NEW LOT LIGHT WASHINGT❑NY - Q 'rIN z - coLLI D- z R ul Q L- CN O ', - -1 7, m SITE PLAN REGI❑NAL DWG. NO CORPORATE DWG, NO. �, E ¢�-�-2-l�> - #04626 0 z 0 SCALE: I"= 201-0" 36 - OO1/ ® 62 w nm I I 0 5 10 20 40FT SITE PLAN 2 • 2-0" LOCK NUT 5' 3' 3' (4) I" CP ANCHOR i' S'-D" VARIES 5'-O" r'• / A{' )r BOLT INSTALLED ON *4 CIRCULAR TIE -��� STRUCTURAL NUT / / /' 11e � , • A 10 1/2" BOLT (8) *5 VERTICAL z x PLATE WASHER (PER I'-6" MIN. 8% MAX. MIN. m \ 010j CIRCLE • s �REINFORGING BAR / i' 1.5% MAX. SLOPE SLOPE 1.5% MAX. SLOPE i LIGHT POLE MFR.) (ANY DIRECTION) (ANY DIRECTION) \- �c -- . • , LIGHT POLE BASE . _ m At II '0 A v Ce \ / n l!1 ;- 1_�l = PLATE 1 \ / LANDING PER SITE PLAN In I, 4 • � I 1 I I I I I 11/2 c_v #4 CIRCULAR TIE ., 0 / 1111 i \ - � - - � 11 I Ink '� `� WITH A 21" (MIN) LA� o z v RAMP DOWN ) ( } ) ":� S, (2) I PVC CONDUIT 4 r ���—�� I I i i I I `� SPLICE mII '.0 PAINT SOLID CHASES �\ r I I I II i 1 I i,1 \ 0 0 fl \ ) \ q YELLOW \ 3" GLR. TYP. _ N — _- -r- =_-4 =-art-- -- ' I- IL SIGN *14I ) /\ 1 ,� `1 ''I I I 4 I I I I SLOPE TOP OF ►i1 4 0 \ / T Qr (PMS 123) - i-,.. 4a - — 1 _— __ _1-_ ' - FOUNDATION 1/4" PER 1 - _RESERVED 3" CLR. TYP, \ i i I 11 / 42 1 I I I I FOOT TO SHED WATER 1 /` p � v ONLY �/ POLE BASE - PLAN VIEWI I I I I CIRCULAR TIE DETAIL FAINT SLOPED CURB WITH PARKING �' ! 11 I 0 SCALE = 3/4" = 1'-0" PLATE WASHER (PERS O 0 < E SCALE = 3/4" = 1' 0" (2) COATS TRAFFIC r Q LIGHT POLE MFR.) NOTE : ARROWS AND WORDS GAN BE ARRANGED f.._r YELLOW. o Q IN OTHER COMBINATIONS THAN THOSE LEVELING NUT RAMP WITH 8% MAX. PAVING PER SITE PLANCs LIGHT POLE BASE ON TOP OF SLOPE AND 1.5% MAX. VAN ELEVATION RESULT. TED HERE TO ACHIEVE DESIRED SEE LIGHT POLE LIGHT POLE CROSS SLOPE SIGN #34' ) BASE ON TOP OF FOUNDATION ACCESSIBLE FOUNDATION DETAIL I 1 SCALE = 1 112" = 1'-0" DESIGN CRITERIA: SECTION 4.6.4 OF THE ADAAG STANDARDS REQUIRES AA5HT0 "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR EACH ACCESSIBLE PARKING SPACE TO BE TYPICAL PAVEMENT MARKINGS m I "`�' ' I �$1OD FINE FOR IDENTIFIED WITH VERTICAL SIGNAGE. 0 0 • i 1 HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, FIFTH EDITION, 200a f SIGN #T42 )i 5D1 SCALE: NOT TO SCALE PAVEMENT_MARKINGDWG a €r� 11� a+ 4II FOUNDATION DESIGN PARAMETERS: V����ON 5 5 c i . , I 11 rl--7 M THE SIGN DESIGNATING THE PARKING SPACE AS , W I-p$ F i i l� {8) #5 VERTICAL I. MAXIMUM LIGHT POLE BASE REACTIONS: ACCESSIBLE MUST DEPICT THE INTERNATIONAL 6'-O" IY di 0 z 1I 1 SYMBOL OF ACCESSIBILITY (ISA). THE SIGN MUST :L Ui w I I i I 1111 1 I REINFORCING BAR LOCK NUT • BASE MOMENT = 16,845 LBS-FT �' w r_, v z I ALSO USE TEXT TO IDENTIFY THE SPACE A5 w n -7771i' {2) I PVG CONDUIT STRUCTURAL NUT �� • BASE SHEAR = qTS LBS z 7 cn Lu 11 11 RESERVED. 4 i 1 'I I 11.. (4) 1" ANCHOR BOLT '� 2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120 MPH SIGN m i1 I I: PLATE WASHER (PER IN-LINE CURB RAMP DETAIL I 1II 3. MINIMUM REQUIRED SOIL PARAMETERS: a IT 5 RECOMMEND THAT THE U.S. DEPARTMENT OF DRIVE ..i ,_ #4 CIRCULAR TIES LIGHT POLE \SDIO �, H 11111 I 11 X TRANSPORTATION STANDARD R 7-8 SIGN BE to :,o, I- I1 a ti. MANUFACTURER) • COHESIVE SOILS: SCALE: NOT TO SCALE IN_LINE_CURB_RAMP.DWG <'AV cr �t %\% `11 . i 1 Ir \\f\W''<•'\// LEVELING NUT2 = a, t 11 r - SHEAR STRENGTH = X50 LBS/FT.2 MOUNTED IN FRONT OF AND CENTERED ON THE 7. \` _ - PARKING SPACE. 0 .,/, 11 1 u I I'" \//\��/\\/ - 6 MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL `fl ry \\ „ II I u I. . f//��/`-\. ' Zia \ ♦ STATE AND LOCAL GODES MAY HAVE VARYING c \ ru1 ♦ / • GOHESIONLESS SOILS: EXTERIOR FACE OF BUILDING / \ t..J �// u" Ii r I I �^,\\. � N t i i REQUIREMENTS. SOME STATE OR LOCAL CODES in i:.' o '' 11 II %.'/\/ - ANGLE OF INTERNAL FRICTION = 2l DEGREES w '' II �.J/\\ " II ����\ - WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE �f SEE SITE PLAN / AMOUNT FOR PARKING IN THEQUIRE AN ADDITIONAL NTHAT RESERV�DCATES A SPAGE FINE o ~ > ill II �` WITHOUT PARKING REGISTRATION. FINE AMOUNT MAY O e o Q .�I '� ai ,� _�_ z FOUNDATION VARY. ii °, ii �- - 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL \ X10 I I/2" DIA. A53 GRADE B o '~+j �� Ce "� 4. THE SOILS REPORT SHALL SE REVIEWED BY THE ENGINEER OF RECORD TO STEEL PIPE HANDRAIL SET EACH VAN ACCESSIBLE PARKING AISLE IS ALSOTHRII " ��`"�' ✓ Ik 1 I" ANCHOR BOLTI CONFIRM THAT THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED ' INTO CONC. PIER - (ILREQUIRED TO BE IDENTIFIED WITH A SIGN WITH THEA ©A rrt # 114 .. iii° BEFORE THIS DESIGN 15 USED. IF THE MINIMUM SOIL PARAMETERS ARE NOT VERTICAL SPACED AT 3'-4" TEXT, "VAN ACCESSIBLE" MOUNTED BELOW THE 15A. IT II • ' II MET, THIS DESIGN SHALL NOT BE USED. O.G. MAX. - SEE SITE PLAN 15 REQUIRED THAT A SIGN BE USED TO DESIGNATE II - I1 2"X2"X3/8" PLATE IRKLAiVD, WA II I. O 5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS FOR GUARD RAIL LENGTH EACH VAN ACCESSIBLE PARKING SPACE. ter- v'-;Tr , WASHER W/ 1 I/16" a1 - 11 HOLE TO BE EMBEDDED AND DESIGN WIND SPEED FOR THE LIGHT POLE TO BE INSTALLED TO m _ in, II - . III DETERMINE IF THE FOUNDATION'S MAXIMUM DESIGN LOADS HAVE NOT BEEN �s ' IN FOUNDATION I THE VERTICALAS IGNAGE 15 REQUIRED TO REMAIN � . vN, n r EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IF THE MAXIMUM x INTERMEDIATE RAILS - - VISIBLE WITH VEHICLE PARKED !N THE SPADE. IT 15 OF 06P II. n- ,� II .-3" GLR. BOTTOM NUT FOR I" DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED. < I/2"� STL. BARS @ 4" 7YI'IGAL SITE PLAN RECOMMENDED THAT THE BOTTOM EDGE OF THE II '11 ANCHOR BOLT O.G. MAX. LOWEST ADAAG REQUIRED SIGN BE MOUNTED AT 60" " ii ° � IYP. 6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE �t\ ABOVE FINISH GRADE. THE PARKING SIGNAGE MAY gill CLOSER THAN 8 F7 FROM A RETAINING WALL. \ \ - -1 -II •„ e 11 LOCK NUT ALSO BE MOUNTED ON A WALL OR BUILDING. in L �' T. THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE THE T f T - T -1 �I� I I in t 1 \ \ GROUND SLOPE EXCEEDS 4 INCHES PER FOOT. I I I I I I I 8" DIA. X IS" DEEP IT 15 RECOMMENDED THAT THE HORIZONTAL 0 21-0" GENERAL NOTES: I I I 1 I I I I CONC. PIER DIMENSION FROM THE SIGN PLACEMENT TO THE FRONTWI _ m ,f" �t' \ I U I U OF THE SPACE BE 60" OR LESS. IF THE SIGN 15 �/ %.% V I. CONCRETE COMPRESSIVE STRENGTH (F'G) SHALL BE MIN, OF 3,000 PSI L , J L _1 NOTE: LOCATED WHERE IT GOULD BE DAMAGED BY = t VIEW A-A ANCHOR BOLT DETAIL 2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIP GALV. PER ASTM PREPARE 4 PAINT METAL VEHICLES, A BOLLARD OR OTHER PROTECTION IS - _ SCALE = 1/2" = 1'-0" SCALE = 1 1/2"= 1.-0° F232a RAIL PER SPECIFICATIONS- RECOMMENDED. 5. REINFORCING STEEL SHALL BE ASTM A6I5 GRADE 60 VERIFY COLOR w/MCDONALD'S 11.11111 I 4. NUTS SHALL BE HEAVY HEX ASTM A565 GRADE DH, HOT DIP GALV. PER PROJ. MANAGER NOTE: ALL TEXT AND ARROW SHALL BE PAINTED ASTM A153 YELLOW (PMS 123) : = • nLOT LIGHT FOUNDATION 5. PLATE SHALL BE ASTM A512 GRADE SQ, HOT DIP GALV. PER ASTM A153 GUARDRAIL ACCESSIBLE PARKING SIGNAGE PAINTED "DRIVE-THRU" WITH ARROW b. LOCK NUT SHALL BE HOT DIP GALV. PER ASTM A155 1062SCALE: __ LOT_LIGHT_FOUNDATION.DWG \SDI SCALE: I/2" = I'-D" GUARDRAIL.DWG \SDI SCALE: NOT TO SCALE ACCESSIBILITY-51GN.DWG \5D1 SCALE: NOT TO SCALE PAINTED_DRIVE_THRU.DWG ro 0 >, U 0 a! L 7 ro F N • N 6'-8" Q D o0vovo0 8" EXP. JOINT D t ` O O W/ BACKER ROD VARIES 5" 15 LB. BOND �, a_ v O N j 4 SEALANT 1' / i BREAKER o a� v o O a O Data Sao RI THANIfCI w. O .� N;; � cu a, �,� ata m Q. 1.5% SLOPE MAX. -ASPHALT - L T.O. FON. ) PAVING .` \ o '.:6,,,:- U O/ I .�Q T.O. SLAB ' - Customers With Speech ry CV o 11 " L Z Or Hearing Difficulties © vIs: o c BUILDING l ; Please Pull Up To The at 0 O oc p 7 {1 W • _ I Next Open Window For C + ocFOUNDATION I o ° a Oassistance In Ordering u vmPER STRUCTURAL V\ C +.�c ''. SIGN T icil 04" COMPACTED � `/\\/\ ' =-�:. `n c, o v ' / /\' LAYER D APPROVED <; 4 a \\`•\ " \ ONE INFORMATIONAL SIGN SHOULD BE MOUNTED AT \ c fl J r v 1:1a.)11) v SUBGRADE MATERIAL // EACH ORDER STATION TO PROVIDE DIRECTION FOR a °:U o 6 J HEARING AND SPEECH IMPAIRED CUSTOMERS. THE o a, 0#4 BARS 48" O.G.— I C / / J MOUNTING LOCATION OF THIS SIGN 15 NOT SPECIFIED 0 cn-`".c o F .' e' - ORDER STATION YOU ,� �, L m CONCRETE; REINF. 1 ° BY THE ADA. N c O - . Iz. ' _ E _ ,„ W/ FlBERMESH 7 o L N u O N a _ a„ NOTES: ' o` o 0 \ ® 2 ° O 2 I. PROVIDE CONTRACTION JOINTS @ fS GC 4 EXPANSION JOINTS i 75' CC ro ro a o NOTE: ALL TEXT SHALL BE PAINTED YELLOW (PMS 123) O a N m.0 U -c O•- 00. 0L I— Q C.-' N r, BUILDING SIDEWALK HEARING IMPAIRED SIGN @ C.O.D. PAINTED "THANK YOU" SDI I,/ SCALE: I" = I'-0" SIDEWALK.DWG \.,,SDI SCALE: NOT TO SCALE SPEECH_SIGN_CODDWG \SDI,/ SCALE: NOT TO SCALE PAINTED_THANK_YOU.DWG 4"-0" 1' ii, qu cp I, PRE-GAST CONCRETE \ WHEELSTOP 6'-0" LONG \ 8" VARIES, SEE SITE PLAN 15° r s 2" \ 4" J 2 r I" R TOOLED ----..\-----'-- LANDSCAPE AREA — 6" �-, EDGES, TYP. PER SITE PLAN �' .� r. #4 X 24", TYPICAL EACH •' ! \ \ t a END )� `\\ \�� � H - \�r ` ca (I) #4 CONT. 41 d /\\//\\/ t_�� �� " �r .� �i " `f `'�j�jj� \ -- o 771 �� : \ � . .. is �� • �• .f.r ;!�`\\\ �� e ��-- 4 Y ♦ / ♦ / / /i;�/��//,///2. /� \�i %�/\/, /,/�/\,\/. /; �e L 1 �J 7 !J) �1 XL a I L L _ NOTE: i.�. C; PAVING PER PLAN - . --- = = H I. PROVIDE CONTRACTION JOINTS AT 15' GG, \ �" c., c ` 31!,;Z:-. ' CONCRETE WITH BROOM FINIS - : REINFORCE WITH FIBERMESH --- AND EXPANSION JOINTS AT `I5' GG \ ,i_,., " o - I 4" COMPACTED LAYER OF INTERNATIONAL SYMBOL OF ACCESSIBILITY APPROVED SUBGRADE MATERIAL 2. ENSURE A 5% MAX. SLOPE IN THE ` = I — DIREGTION OF TRAVEL, AND 1.556 MAX. NOTE: 00 II FL ,., . CROSS SLOPE. I. USE PAINT WHICH CONTRASTSc_ - a 1 WITH BACKGROUND (WHITE ON BLUE) n. U 2. THIS SIGN TO BE FURNISHED AND L. " ,26 INSTALLED BY G.G. c D i WHEEL TOP S 8 SIDEWALK AT LANDSCAPE4 PAINTED SYMBOL OF ACCESSIBILITY SDI SCALE: 3" = I'-O" `SDI SCALE: I" = I'-0" LANDSCAPE_SIDEWALK.DWG \5D1 SCALE: NOT TO SCALE AGGESSIBILITY_SYMBOL.DWG SITE DETAILS GENERAL NOTES: I. THE LOCATION AND ORIENTATION OF 4. PROVIDE TWO CIRCUITS FOR MENU _ MENU BOARDS AND PRE-SELLS WERE BOARD. ONE CIRCUIT FOR LIGHTS AND DETERMINED BY THE SIGHT LINES OF THE ONE ONE CIRCUIT WITH LOCK FOR CARS SHOWN. THE CARS WERE MOTOR AND CONTROLLER. POSITIONED ACCORDING TO THE MAX. - AMOUNT OF CARS DURING A PEAK PERIOD. ALL DIMENSIONS SHOWN ARE BASED UPON PROTOTYPICAL LAYOUTS 5. ALL GALVANIZED ANCHOR BOLTS TO BE SHOWN. ACTUAL DIMENSIONS TO BE SUPPLIED AND INSTALLED BY THE BASED ON SITE SPECIFIC CONTRACTOR. CONFIGURATIONS AND THE Z REQUIREMENTS OF NOTES 2, 3 8 4. :=' r-- 6. CONTRACTOR 3 SIGN INSTALLER TO INSTALL ALL SIGNS PER MANUFACTURER ;.,) 2. MENU BOARD 15 ORIENTATED FOR INSTALLATION INSTRUCTIONS. = VIEWING BY CAR 4 (PRIMARY USER) d CAR 5 (SECONDARY USER). 3. PRE-BROWSE MENU BOARD IS ORIENTED L z FOR BY CAR 6. c :=' .: l.1.1W cr LY iY w Z Z nI DRIVE-THRU GENERAL NOTES . �DTI.O SCALE: - DT_GENERAL_NOTFS.DWG u " D4 eLfs. C? MIE L. DA A ° — — .—_ •— — RKLAND, WA e _i_L___ _ ii ,— "v OF Oo w w f V, �- .. w w v w Se, tir - w I- .4. V11, r Iu rf, W ��� ,; 1 4, U _ w' f mar v •'- 'ICLE n .° 0 �' '41, ' ` v w \r.r: w GATEWAu - .�,r, L TDETAIL I= TRORDET R i ___ w y _,. a= - CANOPY, TYP. SEE � 14 4 LINI fa- I So a DETAIL 6/DTI.2. _------0:0•00017400-0 4 1 ° "-- , ,i" , , IF--/ - - - - 1 I . LI= p r 4 • • q DIGITAL MENU BOARD � -6 I,� BAR CAR '---' f -: GAR GAR r i . I ••":. -,/v,/,-... . ' a-Q\ a ° TYP. + ; , RB I. . .,,„:41.- Ita ib ........>...„.„.--"---V, - V t. SEE DETAIL 10/DTI. Z.';' ,.,_ —:- l� �- --J 1:1 ! �=—.` IDw-1s a %S' 4 14 . 1• Sa v r! lti 111111101 ���� 54. 4 - I v m 7 N ti / a ^ w N O G + s \L- 4 ,, v 1 -- _ .y Q' - '� n a -i ti P 'c a a-a 45 O . w ® 4 I • I ' v I _� I 4 • e tLV' ��/ �4�1 ra---� _ r —� 4 LL' .-. --_ a �' y o n 6 4/1 Zf 1 r � . 4. r '. 1410\11111116..412.4:::- 9v 4 a5 v 1 v /�'(p\��`� 4 e CD n f, /� �L' - t //-r , ' r'•s�.J1 " ,, w�Air �\ v - q w o .-+ L O 0 \, • � c ),L...„ii , I a • a �/ v A. v O �l i �� • 1i��_�R I I e I O �, ° d - e `�' �♦ -p 'Ci.. L' a �, .«� W 4 !, .4 < v : d ti, ., ,� I• .v 4. a v W O �5 O U O.O A- e� ryt A ".:3' \ ,• N I I q. 4 v, W a y ° 4 ! ` e, p :1)- .U) Uj� L 4 IE'. W is 4 " / v L I cN U U -J Y 4 ,yY..- 4 4 �1 QI u)a-' N N 44- lic •b q v iii/ !` PRE-BROWSE ° Qe v vl v. • oo /y v E"� o '). 41: R=30'-0" :'. 4 v- • ' _ �: 4 ' BOARD. SEE • v o V♦ o o o a ` ti 4 f v ', a y ° �1I DETAIL f2/DTI.I v a w 1 $ `" -n m v, � R=201-q,"17,,,,''.,,,,, �e d �, „ EXISTING <1 ° Q4 0 = ° o 0 0 r , ....... „:, a ' vw a 1 • v I 214 �'f'' MCDONALD'S a 4 ° a .� N ° �, ict:' o 1 1( Y, aV .. C C+' fll16 I1' ` "f' a • ° ' ° I'' 3'3 �' v 4 ° 'i�(I �a ' '` °'� .J RESTAURANT V ° a ° . acapI ° '_�, o` v '\�j Y 1a 1y , y, 44 fJ4 �Y Q v Q v 4 v Q Civ , o L acs .- m- 4 • V ;, ww f. b. wd V 'a Vav - O J HW \- va - - va, � 1 ]• �' 4 Q - a ° 4 , J •C w a N v,. ti 's ° 4 •.4 .'tF .Sh ,y a w �' i f PLACEMENT NOTE: THE PLACEMENT OF Q a, n a .v ° a CO•�/ o ¢ °� w - t,.t 5 v- �.; w o w 4 v • a a W o L' C R,,, I ca w ��, THE CUSTOMER ORDER DISPLAY yr ° 0) a in 4t L' "J v ` ° .:...� v i SHOULD BE THAT IT DOES NOT BLOCK 4 a 4'V .E. Q a=N." 0 m °C' N Q v - e W N.o u O ° C . 11 .. - V' Ni.- ''' 4. v, 'I v' 4 p4 - v 8 p t m Q5 W 7, -\1=-' . ''''' ...,, ,4-, 4 4 W I - THE VIEWING OF THE MENU BOARD ° " °5 V 4 °, 4 . v. ' w Q 4 w v ` FROM THE DRIVER'S VANTAGE POINT. 4 'a . °: Q' a I C a o 0 N �o a o • c, NJ 'S, v - - .v4 4 Y' - v " v ! - W i - G 'di: '..,i 30 r.-. O O ° �, w w V ° I �rl� N++ C a, v r` 'J N r 4 -411. ' : 4 • V r . . w i a a 1 4 4 - v - g '- 7•.} O L ++ I a REPRESENTS CENTERLINE OF ° 4 _ „._ a) 4 a v •: 4 40 N = ° c°i V w v I y ° N y- 4, d \� k ,y n a i :i v DRIVE THRU LANE. 4 , " o -� °fil ° w 1— a•3 « c m+.) `' v - - W Ni.-s w 1 I v. a 141V. L O o L L w i 4 44• �, a c a �y I 4 ed ter, ; ... 14th 4 \ c v" I ° '4 - ° 4 ,`rillillik '� V' { 4 -%''� r;. 4 \ • V• a 4 Vr y a G 4 V v a ,4L. -4,, I Y• v v - ` r,rr d �„ I: C' } t i.ll-JY G' .41� nf 4 �' v ' v Q v I `� q ":' �{�i I. I :.13 �.5 C� u S w w v . 4 i \ _ `�'' w <r `\ 4k 5- ° .. rar `o;'�"r„..51,••••'• 7` 4 v � "� C'� 3,,r F- �:� �V RI=PRESENTS CENTERLINE OF 4/441v, :. � 'yy 'a v°'vQ \ a w 4 'v 4 a i ' v v ; + ' u- ° � OPERABLE PANE AT CASH -L. w . a 4`,. 'il4Q \ ` v �`� '� - a ,�, , , . 4 _` •Ale7►�. _ ° BOOTH WINDOW. FF'1 °' - o ,a4:° ,t .� �, 1.r ocil 4 �j 4 _,v a. ,� 4 \., + • L_4__J o w v V a u 4 v 4 HOLD ' `'� `4 • o La_—J a v 4 v s•• . RSO b . .44 �� v —._._..._.s._.__.. ti a v l • -k ,4 I ,___,, -,, A. . `.\01 414.4.4,7 tio t' • --***"4.-\,•,....... 4 4 v a a v V �� �, • a o d �\ 0 o �/� aa� s''.4 ' kNiiiiii;441144: 4 4 4 \\ a 4 v 4 ° v4 w , `\; ° \ \\\ / Y.E.F. oa `fie `l,` 11, \ \--9° Illitt 7, ,digi \\ `` \ \ ,.p d ` ,\ Ch a w o q Ci r� s n ti i'' ': '1 '''. C �" w. \\\ 4 _ D i',, \ 4 4 ,r, w V, \ `ti : DQ r� \\ 4 4 •v ,`. \ � ��. �''T y, ' vW, d C.\.D d n r 1\ \\ ti '.✓ ,y,\ d' 4..,D d - . \•, n ' Q L� V3 v' p r . v w \ p G v I Lv v ` \`� j �' \� ° v : ` A/ v- \ Y fa- w is (r• O. 'i• d d d. 1:44 \, \ \ `L \\ V.. \' \\, d -d' '`. 4 - n .p ,•.\ " �' LI_1 H W G�3 W is �j. `\\ A d \ \!y L`. � y Y' \ a \ , �� W L_J_. � CL' X r '2 w U . \\� v. D \.L _ cv ti w W' v< w \\ p - • \ W `L 1\ V< \'� W �, , p D-. \ W .,;4 Ni, L�.) �`\.` d.- D D p `\ \ \\t�. ` u, V" \* a D _ '_44 V \ `�;"L W 'y , ..- c- l_ D 7 w w [ Y< \\ w \1 G y d \ \ V \. d \ w 4..\ ` e d a \\ \c. 1\\� v w v,.\ A a °�a \\,,. Y l�1 c. trr v-\ v.-II\ v. ti \� - a D A' \ \ Y. \\\ 4' w -- - n_ D - - A \ v.- L\ :' W W .. �..L'_ �= ('-', C� C:, t. LI N. • 1)1 7 • d D db4 .�, �,x `\ \ \ *,�'._' w �,. p J d D d 4 .\ C \ \ .-4,----'-' V. t- LJ J 1 N'; c; • .1) . ••• •-•,.,`N„..........." ).• 4- 4y- 1 y < X \\ \ r� if, _ 3 DRIVE THRU APPROACH - DIMENSIONS 2 DRIVE THRU APPROACH - SIGNAGE D T 1 ®DTI. SCALE: I" = 10'-O° DTI.O SCALE: I" = 10'-O" DRIVE THRU PLAN NOTES: NOTES: NOTES -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 5/5" THICK STEEL BASE PLATE ACCUMULATE. NOTES: 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP MANUFACTURER. 6. DETECTOR LOOP MATERIAL: 2. CENTER VEHICLE DETECTOR LOOP IN DRIVE THRU LANE. INSTALL PER MFR. PVC TUBING 1/2" IP, 100 P51 LOOP MADE FROM ONE LENGTH OF THIN (4) 1/8" X4-I/2" SLOTS ON AN 11-1/4" I. G.G. TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE - RECOMMENDATIONS. FOURTEEN GAUGE STRANDED AIRE. LEAD-1N IS PRE-TAISTED DIA PATTERN SIGN 5UPPL I ER. 3. SEE SHEET DTI.0 FOR DIMENSIONS OF DRIVE-THRU LANE CONCRETE PAD FOR AT FACTORY. 4" 5" 4" 2. GENERAL CONTRACTOR TO INSTALL PRE-FORMED,PRE-WIRED VEHICLE DETECTOR LOOP. DETECTOR LOOP. 1. DETECTOR LOOP CONSTRUCTION: ,' / ., r , 1.5" X 5.q" X 0.2" 3. •I2 GREEN GROUNDING CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM GROUND - 4. NO STEEL (REBAR OR ELECTRICAL VIRE) SHALL BE USED WITHIN 2' OF LOOP. FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP FABRICATED STEEL COLUMN BUS IN PANEL LP TO ALL MENU BOARDS AND REFERENCE BOARDS. 5. DETECTOR LOOP MANUFACTURERS: CORNERS AS DETAILED. WIRE LOOPED, FORMED 4 PIGTAILED DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWING COMPANIES OR A5 DETAILED. /GUSSET TO 4. ALL UNDERGROUND CONDUIT FOR AUDIO TO BE P.V.C. NO METAL ALLOWED, EQUAL. FABRICATED STEEL COLUMN ! 2 ra-) '- ''//%3' PLATE SM: I-500-325-0033 , BASE PLATE , / MY \\ 5. ALL GALVANIZED ANCHOR f3OLTS TO BE SUPPLIED BY THE CONTRACTOR. HME: 1-500-545-4465 \' [ ‘ A._. IniIiii :.___Auni 1. SLOPE TOP TO SHED WATER I 331/11::1) ,<FrULBAETETOTyp. 17 s I lill I -.... ,----7 •,3 FINISHED GRADE i C, r's. \\ '') I) .1 BUILDING WALL I-1/2" PVC CONDUITS TO BUILDING FOR: '- VIP '' /< j() iC10/2N,CREGTEsCULERBEvE / is • LOOP DETECTOR 4 AUDIO • DATA CABLE 1/2" STE.E.L CONDUIT TO BUILDING FOR COD POWER FINISHED ,,, - i H , 1 _ LANDSCAPE I I.N.L1 I e:`,2_ i _- I 1 GRADE ---ig' 1 H ,,, 71111-21111T 4:-\- 4..,.........,.......(://'//'/ HEAVY 3/4" DIA. HEX NUT (GALV) L-- :, DILI :SCALE - NOTES.DA6 '\.., 1 1=1 1 = I COD POST FOUNDATION 0 0 - _ / (7- 2'-0" TO 2'-b" I'-5 1/2" (--'' - -''I-- 3) *5 REBAR 10" C/C (3 N -- , r. r I 1/2" PVC SLEEVE FOR DETECTOR LOOP .-__Jj sl .'- '4-- - - r- r 41 I I °' I FL EXISTING / - 1 . TOP 5" SUPPLIED BY' GENERAL CONTRACTOR) ' •,..........., BASE PLATE DETAIL / / -- ._-_-- ,.. c.,..- 1 -- 121-0" (MIN) b. ---DETECTOR Ze, ,i \ L___ LOOP _, - 1 -1\ / „....C- 2'-0" TO 2'-6" SECTION A <1 ,,,1 4 - 3" STIRRUP 166:HOOK TYP. 1 43_/.4' I/ 1' 5,„0,. ik _ / , \-DETECTOR Zo N ' ,,...,..... r,=can', , "6 4. -T- .. . ..$ il ( 6"x 15" CURB ,- •- ,- TRAFFIC ,/ , 9.C3o LOOP -1 - 4 (4) 3/4" DIA x 301' LONG 6' ,-. •.: '-- FLOA 1 • •,- -----;:-. ., 1 t1 ANCHOR BOLT NITH NUT $ • 51-0" . _00•- ••,,_‘,\I AIDTH OF DR1VE-THRU LANE ,!'t r it, ,.. / E., ,c7 WASHER (GALV) 3/4" DIA x SO" LONG , --'-- i( TRAFFIC .,:, , ,,, i _ <, , ANCHOR BOLT NITH NUT 4 SLOPE CONCRETE PLAN FLOW ei <- b i C. NKACR (GALV.) 3/4" DIA. X 30" \ / AWAY FROM BLDG. %..(11 ,_Al?SAA,IKELALNTD''',7-4:;N::A;;!: <.7 cl I .,/1 j-i LONG ANCHOR N ,n I/4" PER FT. ----v -- 1 1/2" PVC SLEEVE IN D/T SLAB FOR N'''--- CONCRETE CURB 7..) • BOLT(GALV) . :62:1 %... PAVEVEMEHNICTLE DETECTOR LOOP ,,,,, . -I- II 2" MAX.I PLAN LEAPHI \/\ INDT:IREOFS DRIVE-THRU LANE J Ta- _, 1- 4 -L7 Ct3 Z,'< E. < 4° 3 , •••• % 4 <1 -.100 ' 7 HEAVY 3/4" DIA. HEX NUT (GALV) TACK I" I -- _ \ No :\ , ''' . , / - - .4 , I I // BUILDING -- CONCRETE SLAB _ COD POST 4 FOUNDATION ,/ \ < . ,..._ r CONCRETE CURB „II' (4) •5 BARS (EQ. SPACED) SECTION A ANCHOR BOLT . _ SUPPLIED BY GENERAL .. NOTE: 4: I CONTRACTOR . , C''',, ,\-CONCRETE CURB 1 IK ..:.1 -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. s,. = - / CONCRETE PAD FOUNDATION WALL IL PAVEMENT 2" MAX.Z 0 0 4 4 < -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE 6"--- ELEV. -O'-I" SECTION , 5 ki 4 4 (:Iu X SA" X 0.2" -Ii1 - , ( lia i X .a ,„ ,0000/ 14•1,01 .0 4 '<.' FABRICATED STEEL COLUMN \,, ---.__---- - - ' am i NOTE: DETECTOR LOOPS AT PRESENTATION AND ORDER \_. 1 1/2" PVC SLEEVE FOR VEHICLE iil A -, -,7 .<, WINDOWS ARE OPTIONAL. DETECTOR LOOP . 5/4" DIA. x SO" LONG If GC TO INSTALL PVC SLEEVES TO FACILITATE POSSIBLE -.... ,.:..% t_-.,--:-_,1 I 4 Li...,:4 FUTURE LOOP INSTALLATION. _ , 'I .= --I - -\ iijr,,,,_ ANCHOR BOLT Arm NUT 4 PATCH 4 REPAIR CONCRETE WASHER(GALV) . SECTION ' ,i i N N-------I < , =II rz_-- il -,-. CURB AS NECESSARY (WHERE Li......a................ ---4,----3--i 1-2-4) - , - 'U' 1.‘ (Ail _ Lkj. ' ----------.1 APPLICABLE) > sikm••,,No•- . B - DT WINDOW DETECTOR LOOP A - C.O.D. DETECTOR LOOP 01 ------N-HT .___, :-_--7- 77w : 2'-O" , - ;- I I I I ------ 5/8" STEEL BASE PLATE .'-. 0 I. •:: DIA. 1 i a.- 11P-iir-- i'l i 1.1E1 I L- „ -IF! IP /.\/ 1 1 ____i i___ , - 1 .! 11_ 0 . --,. I --I -C 4- • 1,;) DETECTOR LOOP DETAIL cl ) DIGITAL MENU BOARD D/T CONCRETE PAD .(e t 2 (A •,..,, ,a) \FT1.1 SCALE: NOT TO SCALE DETECTOR_LOOP.DAG 17TI'l SCALE: NOT TO SCALE CONNECTION DETAIL \DTI.) SCALE: 1/4" = I'-0" D c cla_o ca. a) a) os" Do CONCRETE_PAD.DWG NOTES: NOTES: -6 ing..J 2 *,-.71' KEYNOTES -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 5/5" THICK STEEL BASE PLATE 0 0 .4) - D.-... c CO . 0 40 -8 o..;_';.T. ,... ACCUMULATE. 'L-. %**Z• *-2 ° ,T, t'qs4-5.2 ELECTRICAL EQUIPMENT ITEM 215.02E5 IN PRESENTATION 1 1/2" PVC CONDUIT FOR REMOTE LOOP DETECTOR $ COD E *,-',1.) PT E300TH. PROVIDE 2" HOLE 4 GROMMET IN JUNCTION BOX AUDIO CABLES. EC TO PROVIDE 3 PULL 51RING5 INSIDE (4) 1/5" X4-I/2" SLOTS ON AN II-1/4" 0 ,,, o_coco-,0- ... -, c COVER PLATE FOR P05 DATA CABLES. PROVIDE 2 1/2°C CONDUIT. NOTE: SLOPE PAVEMENT TO FOLLOW c 5 LOT (N) sem% c o -o - 0 amma o c _c ABOVE CEILING. 4 5 4 a) -5 0 0 0 co 6- I I/2"C FOR COD DATA CABLES. EC TO PROVIDE 5 PULL --71 q.3" X BA" X 02 0 DIA. PATTERN 1\r' FABRICATED STEEL COLUMN " " " ," ,, 'lb" X 3FOR DRAINAGE 2 1 .1" X 02" OPTIONAL DRIVE-THRU WINDOW DE ILCTOR LOOP FOR ORDER 4 STRINGS INSIDE CONDUIT. BASE PLATE g• 2 I FABRICATED STEEL COLUMN -a PRESENTATION WINDOWS - 5EE 15/DTI.I. G.C. TO INSTALL PVC , ... ---- PAO c 'tSuw 'Et SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION. 1 CONDUIT FOR GOD LOOP DETECTOR, ELECTRICAL EQUIPMENT SLOPE TOP TO SHED AATER. 1 /GUSSET TO ASPHALT PAVEMENT ol o _c 0,) ITEM 211.11E1. - SEE 15/DT1.1. n , /-",-2 we sN,>./,-;) (pm 1 = g . 1)i.Ec11-) L- 2 ;) 3/16"V \PLATE %%,) 'f,* --' '-'94:: ° ° 2 ELECTRICAL EQUIPMENT ITEM *215.02E4 IN ORDER/CASH BOOTH. a I/2"C-2•12, POAER FOR MENU BOARD ILLUMINATION. 111 , .*/ . OA ssC () . • (1)-0 4)-D PROVIDE 2" HOLE 4 GROMMET IN ...UNCTION BOX COVER PLATE a .-- v).0 Tr) 0 c cc),f2 ° :iv).-7,,u)-!-_-c,•'-7.()6- --,"sc i:=c)47)',pc° FOR P05 DATA CABLES. PROVIDE 2 1/2"C ABOVE CEILING. H ,t--...‘--,-„,:? t.A. ---(_,,, ,., ,. :-.,---- PROVIDE STEEL CONDUIT AND CONDUCTOR PER FOS 4 COD q "ORDER HERE' CANOPY LIGHTS. 1 1 1 A 3/16" \PLATE TYP. 0 3/1641) /TUBE TO 2:1/4-- -1 l'I) ,UI'Ii<IrCf.it-: 7-'1I-r I. ....• .1 „ , 4 g's' ; HEX NUT(GALV) Nrilia „,,, _.„ .., _ ISOLATED GROUND/DEDICATED CIRCUIT DETAIL. 1/2"0-2•12 4 '4t- - - 1=''''-7----4 Iii1 H , i ; 0 ,.., -1 .----c-,,,,,,', ..-1,-:::_-t-d, ,,,t,„,‹ .1.- ..,,, 0 0 ° ce, I•12 GROUND 4 1•12 ISOLATED GROUND. PROVIDE 1 CB PER ,--- ) „ - I',..;-I-.. , -'s.,:?-4:':; 1u- , ,; FINISHED , , 1 I Ink , \ ', ) , \ // +I in 5" CONCRETE SLAB ,:,,.: COD. LANDSCAPE I 11-.1 1- 2.: pr-rr- i 1 i, !L-7 ::: ' A i \IAN / El . // , ......._ ._ 4- '-,-. 00 ,L- 01300E3 f \ ,1') 77. ., _ -LA a) 1ALITH HI-TECH FIBERS .. 0 L. 4, GRADE ...,.-- 7-- 2 I-LI--. I HH II 11111- .I TIEELI--- 117 N /7sz, REINF,ORGMENT,5,E E SITE _„ _ --)-.-....„.„ 1,I 77-id,: Z :, _il 1 1 1-1'. .- ' ' -1 (5) •3 REBAR 10" C/C (3 IN 1 PLAN FOR LOCATION "---I I ) it - 4" COMPACTED GRAVEL ':' '------- ,,t,' I - TOP 5" SUPPLIED BY 4" 4" , 1 17 GENERAL CONTRACTOR) ,, i' I CEILING CEILING SECTION A I <1 I [I / 1-51/2" 1 0, 1 1 ''-' '''''' F ..' \ ---,...,- *‘''/it , 1,7!4' 7 ,-J .^1 "SI ,- 7,0 ,-- - ' J . _'-.? .,4:: ..,-z, .,, ;,7 ,_, , ----' < . BASE PLATE DETAIL 1 -7 "ii DRIVE THRU PAD DETAIL I CP I I LP-I 215.02E4 215.02E5 4 & / C-.------.---".'I--------'--,,,.... 3" STIRRUP 1 t-3-.) DTI. INSIDE / Elor) 0c11 1 I 11) 00001 -.) .' S. (4) 3/4" DIA. x 30" LONG ANCHOR BOLT IAIITH NUT 4 HOOK P. I I SCALE: 1/4" = ILO" DRIVE-THRU_PAD.DWG OUTSIDE / 11:1 < WASHER (GALV) '. S El . = , -- 1111 - 6 - (A (11 4 71:3 4 < 11116. COD , -i, e - :"............"Nt 3/4" DIA. X 30" < LONG ANCHOR NI I IP 1 I MI I Or-.-7 DIGITAL MENU 3/4" DIA. x 30" LONG , bii 211.11E1 211.11E1 1 r, li ANCHOR BOLT WITH NUT 4 E3OLT(GALV) FINISH GRADE BY ,--) , ,•--/ BOARD /./ ,4) I [z O WASHER (GALv) LANDSCAPER - R 1" c-si 4 PRE-BROKSE BOARD 4 •_J 40.•••• I..% I 'f HEAVY 5/4" DIA. /- 0) TOP OF PAVEMENT C.:- 4 c231 [ L il i_ 4 ; HEX NUT(GALV) - 1ti X I I 111 -=--- TRAFric 6 _1 ..%_,_ 41 <7 • s•...j. )I -- . .., le ( ) Ill 5 ........) .......) \). 0 < 1 <1 • <1 -,... - C..) -L,c I- -1 l) I( (4) •5 BARS (EQ. SPACED) , SECTION A ANCHOR BOLT , .- :-, -',•,,•-_' ..-, /,. 0(.)c.--:= •---- - 4i 1 I I 1 I '' it) ,,,, 1,........1/4 4E1.6. -... ,-,..,. ..,<-4,-,,,,,,,, ,,,, .,:, - SUPPLIED BY GENERAL CONTRACTOR NOTE: c1.5" X 3.41" X 0.2" ' s _ Li •ii-,. :_,- ,,, _„ :i7 c- vi zi -iii .1' 4 44 (CONTINUOUS) a: I 7 < 1. I -I I -I' IT -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. FABRICATED STEEL COLUMN ••••••• N `, ---71.:11)=4=i1);i , . . -1=11 17 -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE , ' ' ' , \ - 1-1 L-) 5.) il:,_ --. ,:....- - i:....- 0 .., ,, _ r 1 1- ' Ili -_-- I 1=1 I I I 5/4" DIA. x 30" LONG NOTE: PROVIDE EXPANSION „ 'N Ir L'-'S <, I I II ,. . 2'-0" -71 I 1=I I = • I ANCHOR BOLT WITH NUT $ JOINTS @ 201-0" D.G. (MAX) f 72:1 • al -a ... AASHER(GALV) (---• I t" I" I--- '--- SECONDARY ( ) .. DIA. in , j TANDEM 1-, (11 'eR) , - LDRIVE-THRU ...... 1 i 1 1 5/5" STEEL BASE PLATE (WHEN APPLIES) in I I 1 1 CAISSON FOUNDATION A 1'.'i -"_:;1- -- #02,c21; i 1 i i I 1 .T.2.' ) DRIVE-THRU SITE WIRING DIAGRAM ) DIGITAL PRE-BROWSE BOARD 1 i__, : l_i ,__1 , _ viii-- 6" X 18" CURB SECTION , D 71 c::::1 I T / ,/ 1-4-.) ---L---!----IL'!- 1 ' CONNECTION DETAIL r:,-r1.1 SCALE: 1/4" : I'-O" CURB.DWG _ 0 ,--- 12T1.1 pill ,j5 DRIVE THRU DILS \ SCALE: NOT TO SCALE SITE_WIRING.DAG SCALE: NOT TO SCALE - r ,- m -, • 6" DIA. CONCRETE FILLED POST . O TOP OF PAVING � �- _ __, _ � / ». ..,%. \ -- /. f 0 _ , 1- : _.' 7, , ..0), .b,I _ PRIMARY SIGHT LINE �; `%, �'�4-' �` VIEWING AREA 30. OF CAR IN MOTION. 0 N 6" ( MAX. ROTATION OF HEAD f'-- BEFORE DISCOMFORT. PLAN SECTION 5 D/T POST DETAILI VEHICLE SIGHT LINES (J .7T1.2Ate; NOT TO SCALE 17 05TPrir? \DTI.2 SCALE: NOT TO SCALE VEHICLE_SIGHT_LINES.DING 7-, '_' u--, Cti NOTE:E: NOTE: c-,j ar, -USE 3000 PSI CONCRETE COMPRESSIVE -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT STRENGTH (f'c) ACCUMULATE. :.+ -PIER DEPTHS REQUIRED ARE MINIMUMS. -USE FI554 GRADE 36 BOLTS MINIMUM 1/2 HEIGHT LOCK NUT _.. ALL PIERS TO EXTEND TO FROST DEPTHI -USE HOT DIPPED GALVANIZED BOLTS (GALVANIZED) AS DETERMINED BY LOCAL I -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH A150 CODE OF HEAVY HEX NUT JURISDICTION. 1 STANDARD PRACTICE (GALVANIZED) ' -TOP OF PIERS SHALL BE SLOPED SUCH -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN itr PLATE WASHERS PER ` ,�+ THAT MOISTURE CANNOT ACCUMULATE. veN : � ASSEMBLY FROM THE 51GW LIGHTING MANUFACTURER -MINIMUM ALLOWABLE LATERAL SOIL SLOPE NATER TO 1 -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE MFR. (GALVANIZED) A AMIE L T - DA til BEARING PRESSURE 100 PSF/FT OF 'I ' 3'-0" DIA. HEAVY HEX LEVELING NUT__/ DEPTH (x2) 14 III 1 I. ` ~ r (GALVANIZED) -PROVIDE A MINIMUM OF 3" CONCRETE I ( I FOUNDATION IRKLAND,WA COVER FOR ALL EMBEDDED STEEL t ."--11 -ALL FOUNDATIONS ARE DESIGNED FOR tHr- T1 II I" 4), GRADE 36, HOT SINGLE OR DOUBLE PIER COLUMNS I I I= ______ z DIPPED GALVANIZED _''� � 0 � FINISHED � "CTI" � � ,. -ALL REINFORCING BY GENERAL LANDSCAPE Z I w _____;_______ ___Th__�. . ANCHOR BOLT CONTRACTOR GRADE �, o �` I I I I w \ ck.______I 1, E:= 0131 m .�__ L I �I 4 ,, 2"x2"x114" PLATE Ii ii c= II SLOPE TOP TO , .LI ":14,miaL:0 F II II I SHED WATER I I ' _ I ANCHOR BOLT . 3" MIN. COVER .....tc c. NOTE: o 7- TIT -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. O Q I I I _ .�: I' -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS ANOE : - = - -- — ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER E j I I- -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE o _.... 4 L. (8) #6 VERTICALS SUPPLIED BY GENERALt I i ( J o v a `N 0 CONTRACTOR Yl �!; ELECTRICAL CONDUITS FED 0 o o o o 'c aao a. U.+ . I 1 „.../ � THROUGH HOLE IN BASE PLATE �, o L. D cr 0 0 #3 TIES ® 12" O.G. W/(3) #3 TIES �7 1, I ,1(.....„...----‹ ' I °' o a)vo u o o TOP 5" SUPPLIED BY GENERAL4._ _ d1 a o ;, °' °' CONTRACTOR N i,i iii ! 0 o y a�;- - 1T ----_, \- - . E,.2-c1).5. ccncx 3'-0" DIA. ti t 1 + ,. R SLOPE TOP TO SHED WATER cv o o 0 o.3 a c ,_ d' 1 1 - ov , O _mac o � � a� ovo °c ORDER HERE CANOPY FOUNDATION 0 C Q+T_+ C :11 ° 6 • v -So� �, ; C \DTI.2 SCALE: NOT TO SCALE CONNECTION DETAIL . 6 0_ a) • C 0.0 U 2 o olc:: bra-� oaVC�� UA I.:: NOTE: NOTE: :� Oui CCN-USE 3000 PSI CONCRETE COMPRESSIVE -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT 28o22d !'�._ Cw V STRENGTH (f'c) ACCUMULATE. �' o o =-PIER DEPTHS REQUIRED ARE MINIMUMS. ALL -HOT DIPPED GALVANIZED BOLTS a I aN -'`PIERS TO EXTEND TO FROST DEPTH AS -F1554 GRADE 36 ANCHOR BOLTS 1/2 HEIGHT LOCK NUT 0o .2aDETERMINED BY LOCAL JURISDICTION. -ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF (GALVANIZED) Y u 2 o,o-TOP OF PIERS SHALL BE SLOPED SUCH THAT STANDARD PRACTICE HEAVY HEX NUT .v ' o ooo.MOISTURE CANNOT ACCUMULATE. -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN (GALVANIZED) D L �-ELECTRICAL CONTRACTOR TO PROVIDE ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER — L ' 5 a)SLOPE TOP TOGALVANIZED WASHERS / 1' ' °' ' �' °' " INFORMATION ON CONDUIT AND ELECTRICAL ti -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE If . 5, ,__,_, I, N REQUIREMENTS. SHED WATER 1-,41 (SUPPLIED BY MFR.) iE a•3 0 249 .-c -MINIMUM ALLOWABLE LATERAL 501E t I I T - 36" HEAVY HEX LEVELING NUT BEARING PRESSURE 100 PSF/FT OF DEPTH I. III I + �a / f (x2). _ t -I---' -ISI- --ti DIA. (GALVANIZED) e `_ • c -3" MIN. CONCRETE COVER FOR `n -+ 10" J "= REINFORCEMENT 3/4" DIA. GRADE 55 HOT y i`' ; L-'' ‘-k..1` FINISHED 7- "I'I'I- -r) �` R :G , -ALL REINFORCING BY GENERAL V I ( � DIPPED GALVANIZED > LANDSCAPE�// I I f 4`/�\f - v n CONTRACTOR GRAD1 /l f/ I I I ' II \/\ f ` y A I J H I ,/,' f0 , O- -NA �/ Z3 I I I I I // " o ( W r I ,- II _ ,.I.4,-. "� '�i' ,�' 2x2 xI/4 PLATE IJ I I I . I I I SLOTTED HOLE e SLOPE TOP TO ' igt I I ` SHED WATER ANCHOR BOLT 3" MIN. COVER I I I � NOTE: I I. 4 -TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT -'4 A ACCUMULATE. z ,_, 9 I I -ANCHOR RODS, NUTS 4 WASHERS SHALL BE SHIPPED AS AN `. r --J .2_1_ AL - ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER :1 -- `- -- -DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE I- - - .- 4 - -I < , 0iti_ i-' (12) 6'-10" #6 VERTICALS SUPPLIED BY —` 4 I _ :,/ -.' < - GENERAL CONTRACTOR < II Li , ` i *3TIE5@ 12" O.G. W/(3) *3 TIES@ I I t II ,, ` i': C • TOP 5" SUPPLIED BY GENERAL I '-‘1 I Z I I CI_ . cr. t^ _-' CONTRACTOR I i E- ,, ' -' :` X I ELECTRICAL CONDUITS FED Q THROUGH HOLE IN BASE PLATE I_ _. 0111•11M1111.1111.1 0111•111•MaliNa 41101MISit I '. e 6 1 eZ '' ' - 1 36" ,i, ‘_, DIA. ta �y , 1"+'" '-TT '' SLOPE TOP TO SHED WATER $ GATEWAY SIGN FOUNDATION �� ii t NI ""D 1 . 2 : �DTI.2 SCALE: NOT TO SCALE CONNECTION DETAIL DRIVE THRU DETAILS BLOCKING TO MATCH JOISTS ® b' O.G. W/ ib SIMPSON 2 SBA HANGER OR SIMPSON L30 ANGLE EACH END, TYP. TI.1 (5BA TO TOP FLANGE AT OPEN FACE OF JOIST, AND $ -- - - 20'-0" . L30 WEB TO WEB AT OPPOSITE SIDE OF JOIST) 3/$"/FT. MIN Tl.l A , -- .— h—../ - - - _ - --- -_-— —_ — — `., \/ /\/\/\/\ f \/ /\/ •,/,\,,, ,\ ,,\ \\,„�I\I\ \ / -1 1 . •• O , O ` 1 1 - I I CONCRETE FILED BOLLARD PER DETAIL 1 - - • _ -� 1 I 20/TI.O. VERIFY LOCATION $ QUANTITY WITH 'j •• <� `' "' MGDONALD'S CONSTRUCTION MANAGER. `' - i _ _ p 81_O„ t - ` !° '` li " 11 ;� ;� 11 € .1.�:. T.O. ` � � � I�� 1 G A ;1 1 1 1__ �"`+•� 11 ii q "� FROST PROOF HOSE BIBB. • O 1 1, 'i II € 3s li ): t -: 7�} ti: J�L WRAP BEAM WITH (2) ! ., 1 Il li • I = l II LAYERS G.F.S GYPF:.-.-.- - _ _�.- trTh t SHEATHING I ! !1 ! 'I NEW DRAIN;SLOPE CONCRETE PAD TO DRAIN.- f Il I. II I I ), I 11 ;I It i I' I� ;' SEE CIVIL DRAWINGS FOR MORE INFORMATION. " N = EQ EQ. - II ' 11 ;' 1 I ! ? -CENTERED ON WALL = " 1. ! 1: I I f TVP. UNO o z ! 11 ! ! 1, I �� i€ 1+ ! SLOP SLOPE! ' - j i--------- it II ,,11 1.. ( �, :/ 1 1,I/4"/FT.IMIN.) ( I/4"/FT. MIN. /j is I Il ASTM 5,GR 60 �" _ — 1 I6 i 1 ii 1t 11 IE f 6" O TI O .._.�.._.._. , - _ -`_'_-.._`�_ -_ ____. _ REINFORCING:11 _ �• ,� TLD ;., 1? 1 ;€ iI T 1 4(2) #5 AT WALL. ENDS $ OPENINGS :=-'4,:.- 0 ^ ,-' fi - <'_i '? ;I I [ HORIZONTAL-(2) #5 ® TOP `:`^` I `' a ! c, r ;' ! II ;1 LINE OF FDN., BELOW. \ 5"G _._� __ I _�_ . __. _ _. BDTTO ® 48" O a �. o •< n -, - • --, G,F h I i i! I lE ? - F'.Y cn - W.F. x; MA I 6" X6"' '9X2gN 1 1,I I I I OVER GOMPATED I ,� i it TRASH ' ( ; 1it f; I GRANULAR BA C.�?URSE. __ -- -__ >l TYPICAL WALL CONSTRUCTION-.--- PROVIDE AND INSTALL I I/2"� X 6" PIPE --�.� . ' I L, SEE DETAIL 4/TI.. I - ,- li it 4 l --CORRAL 11 '3 0 .!= 11 8" GMU (SOLID GROUT �'< CONFIRM STYLE W/ McDONALD 5 CONSTRUCTION MANAGER) SLEEVE FOR EACH CANE BOLT AT FULL OPEN <' I s! !( i FINISH(CONFIRM W/McDONALD S CONSTRUCTION MANAGER) AND CLOSED POSITIONS, TYPICAL. SEE 3/TI.I. L it I i, Ii ;! — — �♦ J ,-1 > r ______..__��T_--_ jj •-- il ` I I il l 3 C -I I 4- c7.•.2 l [ #i 1 ti tl 1 ii 11 li i SI II .� :f .1 11 i j';:. -'5," -.. 1 cc ( - ,I Oil II Ki --ii --7:--- =I I 1, i 1il 1 I 'f f t V-N ern �� I' I I ,� � C' r11 1 II li r .: .- r `` 'I '_ .r b GAL STEEL POST FILLED W/ l -- r f ii [ • " V lS Y 'tib r' r q r ; 1 T- I �"` j 1 / Ali t.T RQA "."S I {, II , 1 II I II ,;- CONCRETE. M$ED 5-0 (INTO CONCRETE ;r IL i#II I' ' ,11 IL 11 ' ii 7'_0" I 4 .I FOOTING,TYPICAL. SEE DETAIL 20/T1.0. / n l tl { i- -#4X 1 l'-2" 1 _ \ ! / "RKLMD,•Wit ' u, Zo I; ii ;1 (I) 4 CONTINUOUS it 11 1, ; I..,,,, O LI / _ t. # 1 III 11 112" OC MID-DEPTH OF SLAB I _` \ 1 \ // _ II i _ ............. I! .... � _ h _ __ ___ _ — .[1 11 TYP BELOW CMU.WALLS • - I i Is iil t I� Tf / iNCgS5pg ; �+ -a' R AND `' / \ / O ' ' ?I ii 'II I ...._.. I 4/TI '. !i T.O. GRADE ELECTRICAL N LINESTTO k1 W / < \ / • J / W G .. . v yii 1 b v -� ._. _ - �\- +O'-O" LOCATION OF TRASH N_ ... . tY . a1 /_j\ \� CORRAL. A /' C=I M s // // /� : i \ 1 #4 CONTINUOUS - - _ - ' \, .. ' u .. r •• , � � ,rte / 3 � \ •-,'- \1\ '< 4 y -A • .....a-.;- ,a < :._..s:::. .4• k,... � .*;-� . . s „s......r-:-`.,..;.e . ..._, -;r'.:,, a._...�-.•�.j,�.+'- _.. %- �:�.;-;;,t, _.a.�...*..-;`_�.-.,`^; .::'6"�.,y✓-•� ,-.;^�`».'Sir;r�".. ..u.6"="e, .-P'' �.�.«-.'�.,. - _1L-4:-"L,�' ' ..r.;, ..,-..4 -",]„ ,, .4 \ `\\ - \ \\ '� .1._ ,i,14 :..:.:•t',.. .;�=�;. "-•3 . .r`.;'-i f ;r (� �r-`lc r i, r '< ?' rr .;i: `moi-,7' _ 1 2_ W 1 i .i _.< 7t :�,,.,..;; i_3. '�..ii �.r %L i`. )�,,,.-,`: .�.�` it.-'t ,_�: :�_ `..�: •`. ?mow ,....lt i\...r^ s-,.7^ • ,,..1; ;,,.../• }.„,..lc .�- r--.. .-\7/: ;L -1 _ _ ._.)-. 5,,,,: ,..,✓C..,! .;.,..i;.,,J 4/: ...3. ,• �....},.. .i ti.._�.�' - ._.�1.. �...i`. SS !t _ \ i' O Vi>/" ,/\ ,// : '° ° '' .,/�\�/\%\%\. > /^' Y `./ ./\/�,/\., / \/ /\.- ./7 ��;\/\/','`�,,/ .� /'�/\\.\/,' ,r� \. \/ / / N. ./ f • - —°— \/;\\/\,,,.-, — t� N'/'<`/ `., '. � ,// /� '' \\//\/ \/\\//`.:/ /j // /f / // \\</' / / ./C,\\ / \ /--,: / / �/ ../•,,,\.,/,\<\/ '/ ,:,/\ / // /- \. .... (3) #4 CONTINUOUS, "H 11C ,, alk /,'. /,� \,.// . ,_ " ,\// , / // / //•// / f / // 2> /`\\/\--'--'s / . 2,1> /, / / / , 'r /.!' '/ // // �/ // // 11'. //2_'o'rMIN.��//'' / \/ BOTTOM TVP.\ .. \ „\/\2�0 MIN.\ /\ \*( rlru� s�/\‘'',/./\..,.��" \%\ \/�\/\\/\../'\; � \\�\T/\/\r \ ww \%�TT\/ \/ y. ' !'\!\/`\ \\\N_ ��' \ \, - \�\., r.. TI.O \;Ire, \,\ a \ / ,"T'A'P \\.. \\ \ \ \\ \/i\. �\ \\ \\ /\/\\ /\ \\ \ \\ \ / \,,\\\ \ \ \ `\\ \,\ \\ \. \ /\ .\,., \cn/\ " \\ \;. N.:,,1,‘,/\ VERTICAL DowELs To .- / .. \ i/ ' ` \ ,/*\�� j .,. / // r / � \/ /\\,,// ,/ // //,�//,,// ./ // /J // // // t/// '‘\,,/ // �/ /// ./,/ //,.;.^/j� ,/ // / �<// ./ ,/ / \.. MATCH WALL /� / /\ ` /\ /\/\\/\/\\./1\‘‘/\6 \ /\/\/\/\/\/\ . ./\\/�/\/\/\/`\/\\/\ , %\/\/\/\\/`\ .\ ./`\,!\ \\</,‘,;;\\.--•-//:\ \ �%�%\\; \T T\//\// REINFORCING ry STD\�\/2) ,:`1,-/\//\\\>>X\'//\%/\/\/ '\ I$ SECTIONHOOK -(7) TRASH ENCLOSURE �TI.O .._ SCALE: 5/4" = I'-D" �TLO SCALE: 1/4" = 1'-0" ,. N • J ,,, ,_ 0 D FLASHING CAP - PAINT TO MATCH - o v .ci ,, o.` U 73 ° BUILDING -� a a v a� �0 PAINT FASCIA TO MATCH BASE W is ° ` a•0 o ° COLOR OF BUILDING y °c • -o °' CL O a)v° U 0 T.O. CMU PREFINISHED ALUM. GUTTER 4 o o a- N- Q�•0 • _ i — . . �- �c +8'-O" SUILDNG GOLOR.INT TO MATCH BASE c a-�:' _(� __> -__._...- GALV. METAL DECK WITH TUBE I ' �\ / ��III II •��\, l I 'I III O o ° "_c ° c'6'a „ „ a, it STEEL FRAME $ BRACE. PAINT TO `~ ' /; ! \\ ' 1 / 1 / cv c 3 0 0 MATCH BASE COLOR OF BUILDING. \� •' �, I (� _ v (' I +. c SEE DETAIL 6/TI.I. "� \\ (1 \ N III .i r `° �, a c II 1 '\\y''' 1 511 11! �\/ 111 = t- / _c cc°+ N 1 /\ /\ 11 LvovTE-, c I 1 II I' !I O ▪ o cU _moo b" DIA. STEEL GATE POST, `� i' 111 I ! ' Q I11 cU 0 � U 1E 43 CANE BOLTS(PROVIDE HOLES FOR it ' , �' 11) v co GONG. FILLED ~� _____ �j 1-', ,1 / �\ ` I o c av, BOTH OPEN 4 CLOSED POSITIONS). •I •-; , , \`' : /� ' 1 '\ I /i1 I 1 I � • • / 1I _I- - ^ - - - - - - - - _ - - 12005162-6$ METAL JOISTS 12 O.G. w .c o S2° 8 o .-' 1 I E ii v PAINTED GALVANIZED METAL *.,,,��••,.,_ SEE DETAIL 3/7L1. _ III�� . I tIt _ - • 1 '' �„ _ �, o "^'*+..,.....,>. X�?..._..._._.. ._.._IL.__.._.:..._...:.._...i._.._:.........-._:...............i.._..._......i_. IE ".____..__._..u..__..._._.._.__._...--'1....i ..._...___\ X I I V �-r+ N -� eL N Ni- cv'- U+' DECKING BOLTED TO STEEL , - - - - - __ - TUBE FRAME _ ` T.O. SLAB ,,,_ ,_.- o o- c �, 1 @ I i I .L_ -a o U 0 O 1 i 1 u u i +0-0 r- I 6-cavo, >E n " " • - 1 vya . ,_ Q o 1 2X2 XI/4 STEEL. TUBE------ 1 I I I- 1 v o v o a, o FRAME W/WELDED JOINTS, 3 __ i i , s •_ c I #10 SCREWS b" O.G. ROOF ) `� SINGLE PLY TPO MEMBRANE ROOFING ' 3 0 c 1.8'E 0 o TVP. EA. GATE LEAF v o� v o FOUNDATION BELOW, TVP. L ; , _ - PER Mc-DONALD'S SPECIFICATIONS. rn o ` DECK-TO-JOIST/RIM TVP. - - - - - - #- J t r 5 N c RODF PERIMETER INSTALL PER MANUFACTURER 'aa - o L.� I I REQUIREMENTS OVER ICE/WATER ,= L•- o o SHIELD OF (I) LAYER 30# FELT,OVER I -;,- i ~ a c ,t 2 1 1/2" X 22 GA. VERGO-TYPE H58-36 CONCRETE PAVEMENT € _ 1.."1-5-) TRASH ENCLOSURE T L T VAT I O N I - METAL ROOF DECK BLOCKING BETWEEN JOISTS ) I FASTENED TO BLOCKING W/ 1ED 0 DRAIN o `_' `'- - PER 1$/1'I.O <. - kTI. " _ " / SCREWS @ EACH BOTTOM FLUTE. <, _ toff 1 SCALE: 1/4 ILO" 1 I FLASHING GAP - PAINT TO MATCH / '' 41 ! BUILDNG I #3 HOOPS @ ,f <. - h 12" OG $ ; • ` . PAINT FASCIA TO MATCH BASE I -WALLS BELOW, TVP. (3) #3 HOOPS 4 COLOR OF BUILDING I PREFINISHED ALUMINUM GUTTER 4 41 4:1. I„ K. DOWNSPOUT BEARING PLATES PER 2/TI.I, TVP. (2) �; r I T.O. GMU LOCATIONS. ti 4 IKt — I 1 I I I I I I I I I I +$'—o° }.:: ZCI) �� — I 1 I I 1 1 1 1 I I H55 $x4x5/16 7_ :7".) t_,, illN — I I I 1 1 1 1 1 1 1 1 — I :v: (8) #5 VERT. 4I I I I I I I I I I I I I I I I I I I I ( 17-7.1. t PAINT CMU TO MATCH BUILDING 1 • Q 1 I I I I I I I I — COLOR. -1 . I I 1 I I I I 1 I 1 I I OPEN _ _ L 4: T34 I I 1 I I I I I I I IS: L_ 4 — I I I I /\ I I I l 1 1 1 l I 1 1 1 `a1 _• c:._ ' I_� . a - I I I 1 I I I I 2• I._. rT — w- , I i I I I [ I I I I 1 T.O. SLAB r;� r> i=. o N , i 3'-0" X 3'-0" SQUARE 1 . (' •'`J c:; • F.... 1 FOUNDATION BELOW, TVP. :'; L J 1-0) POST DETAIL Ib TRASH ENCLOSURE ELEVATION c7s) ROOF PLAN "- ..,, T1 00 TI.0\ SCALE: 3/4" = 1'-0" �TLO SCALE: 1/4" = 1'-0" `TLD SCALE: 1/4" = 1'-0" i_.,,5 TRASH CORRAL 2 �~= D1.1 DN-DI TYP. r-.._._.... - -.._....._......_- - i . i 10" 20'-1 1/2" ., 1' 1/ , - g DN-03) DN-02) 1 ,r Iii iii ,,� iii it �\ TYP. 37 3,11 ill e_ :_.._'' 1 I ii .- - _� N02) 1 I3 _ i ;1 1 DN03� --(DN-03' - --I ;1 i 1I Iii III;I I iv 111 i'. _ i 1;1 illi I ? it, 1i i i I �a1 €.' 1 1,:1 I i —..'-,i 1 P i1 i 11i i l.' €;i i i I €:; f ON-22 • - - 111/2" II f tr \ � 1 _ -(Al2-21) 'ir `` -`; DINING AD-Ib _..._- 1 f 1 __ DN-04 I (AD-3{ __ - N-O } ___� � ROOM I" '' r DN-21 + .l DN 05 i . . =-=_4‹:_,r„....,,,,,1AD-25 ,,.;�,1 iii t I 101 '" , - .�.� � � � ._ L€ D 3 I �\ ki y DN-Oa) :,.. I - + TYP. r :- i I I' + 1 X. i rf' +LTi it ') 1 ( ' �L-- 11I ' 4 AD-20 I j€ \ 1 1..-_ L-_—l•. L. _7 i _," I l i I => I a l i DN-12 I Eii `` 1 t+ 1 i j l C ' DN-15 ' (DN-13 I 111 0 0 11110 3 \ � _ 1\-(12N-20)1 I i E i i i \\ DN-05 DN-14) Ili AD-2 N- + '� -__ i _ I ' ON-10 ;;1 ' D 20 �1 + M----11--II I -`;; T - I ; TYP. "-(12N-21)-1, �','' ii ;, TYP. -{DN-21) 1 I �; I ( i I 1 ! ' ~\ -- I •-, Ii 1 + i r�; a i ; 1 it ti �a.�ssg ').A... ,,,e`: �L.,.-ori ssr :v i DN-I5 i I \p -jq -T A4DN-17 i° (DN-11) 1 ) {AD-25 AD-21 `�._ �,, . .._ TYP. DN-06) D j WOMEN'S! (12N-0q MAN'S �� , i -- +—__ DN-11 -- — I3 M1 r:1 1' ,103 I 104 :� .-3I) _ .:., ",.:,,A1i/SIE I i ' u ` i � ���' T SHELVING liI 1 \ L.T I ;i 1 --- �_• 1 1-'4'1-13 -' -'i �_, �.._.. .» f 1 iVS � pq g� r' �i\ \ ;?'1C.:LI,,V:::4;ii.:'}‹.. L 1I I ( Y�E DN-12) A0-31' I�� i---0 f,�I �' _` 5''- fSHELVING D1.2 _ \ 1_i_i II` _- I 1 ) �_ _� DI.I ANa,WA I �1 J`\ G... _ f CI, i ) 14):6Hc LDING SHELVING iI 'v __._ r' �_ .f-- L 1PNO2 DINING ( I �• -- CC / STORAGEII t�4X ..+ i I--— CUSTOMER DN-o5 '\ ROOM .> ii AD-34) 115 ! I DN-la L__- SERVICE TYP. 101 ,�•_ Ili Ii -- KITCHEN i 102 _ I 1 1 1 1 1 i i DN 02) _ 1,.._.._ : .�.. 1105 ( l .1 _____;,:l '- -� TYP. i v J f CREW m _4.11''' `�_ , / I � :171 � �• ROOM " , tt� IN ' ` s �� 1 .-(12N-04)1DN-Ib i 1�3 II-L,.=-MIMI \ , ' i14.10.40-1/ r1 (I 109 � TYP. I ' 1 r:..� —i __ .� __\ ,1 i , ‘, 4' ,i, Eg r. ..._..-.. . M. 3.,•..2.1 ii --— " Es 1 µai. Ir. rj li i' i� J �l i �1� tavaiwow �>�i11 D O1 _.. -!� l I TYP. ,, ,, __ ---- -- _ DN-03) ,, ° p o U FJ € a r no' l 5'''''-''.\ '"' ,,;;'''''''s, ,f d` `r� �,✓' `'`\ i I L_ "r) v' N L I ! I i 1 1 1 i 1 1 ! 1' aao �U MIRE SHELF �` �4.--.::::;7..,--1 ± i i =��-1 I I iI r- 1 3i I i \ J ~�\ E .113 V ao � O : 1 W # ----if ii i t i i i; 3 t3 O v Gi u aai C 'I 1 I I CASH itaiiiiiith ti it iDl' III ID : 1 1 0-' i57DN-OS) ,- ^_n 1 li i ,�..._ J7=-1_ i p a p v0i a u' (DN-23 11' 1 F-""— � ---- - = 1 i r 1_s- r i _ ,� 1 DN __ II- __ 1 _ L. !i1!•!: t :l BOOTH ) -wK -� t - �i i I 1 1 J I I I i~ f i ° U y c„ ' —> N N u i DN-24 I -0 0 0 0 0 0 0 ,� �. t.--- • \. , 1 i 1 - C4-6y 'i,..Q.,, r.., or, 6R.....e�' 00 -0 = O c ` III, 108 I f - I I I �� o a I l;1 i TYP a o o a o 0 0 . E - .J 0 .. c rn Ii11 1 — _� —� N C �' r a iiiiii __ 1=_ == { — O o c ar I— r -._.......- r —, 7 .3) --,3 ° 00 O co al ill ' ' J L 1 -I lc-.+ 1 r. r-�kill t :ii //' 1 �' fn.c U d _ s:I:r^'-7 t!"-'ii -I I ; I IOC a• c c m l:: _i 1 `, i s ___ ' i OFFICE _ 'li 1 %RESENT -- _ DN-03 DN-03) DN-02) 1:-. 1 I Il TYP. oJ1- 4, 002i \ \ -- 1 107 1 106 I - i ? Q : 2 01 S7`\\ \\ i i •-, a c rh wCJ..\\ \ 1 I I � I f Ili` °' � ° ca� � .n j \p \ -- I i r 0)_rn N: