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SGN2018-00060 CITY OF TIGARD SIGN PERMIT III _, COMMUNITY DEVELOPMENT Permit#: SGN2018-00060 Date Issued: 07/26/2018 TR;[; R P 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 1S134BC00500 Jurisdiction: Tigard Name of Business: McDonalds Business Address: 12388 SW SCHOLLS FERRY RD Applicant/Agent: Grinnell, Matt Work Description: 12388 SW Scholls Ferry Road.Wall sign located on the west façade, approximately 28 square feet. Sign will be lit internally. Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 2.4'x 11.6' Total Sign Area: 28 Wall Area: 2974 Wall Face(Direction): West Sign Height: 18.5 ft. Projection From Wall: 4 in. Illumination: Internal Materials: Acrylis,ALuminum, LED Electrical Permit Required: Yes Building Permit Required: Yes Total Permit Fee: $218.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: 1' ,m`344 t>t),-?s.U.i.. _,- / Permittee Signature: "j/ C ill' .tw ii City of Tigard RECEIVED COMMUNITY DEVELOPMENT DEPARTMENT J U L 2 4 2018 Sign Permit CITY OF TIGARD TIGARD PLANNING/ENGINEERING SIGN LOCATION REQUIRED SUBMITTAL Address: 12388 SW SCHOLLS FERRY RD Suite#: ELEMENTS Ci state: TIGARD,OR Zip: " �'/ p I 2 copies of elevations on 81/2"x 11 Tenant or business: MCDONALDS or 11"x 17"pages(Wall sign elevations must include dimensions 'S CORPORATION of sign and wall face and show the MCDONALD'S owner name: location of sign on the wall. Address: 2999 OAK ROAD STE 900 Freestandingsign elevations must City/state: WALNUT CREEK,CA Zip: 94597 be drawn to scale.) ll Phone:425-577-0415 Email:DOUG.BATES@US.MCD.COM 2 copies of site/plot plan,drawn to scale,on 81/2"x 11"or 11"x 17" pages(not required for wall signs) Sign contractor: TBD II List or diagram of all existing sign Address: dimensions and square footage City/state: Zip: • Application Fee Phone: [mail: NOTES: CCB License#: Expiration date: • Freestanding signs over 6 ft.in height Contact person: and walls signs of which any element weighs 20 lbs.or more require a building permit for construction. SIGN DATA(Complete all items in this section) If any element of a wall sign weighs 70 lbs.or more,plans must be prepared TYPE (Check all that apply) • New sign by a structural engineer. ❑ Freestanding • Electrical • Building permits require 2 sets of El Alteration to Freeway ■ Wall construction drawings and,if sign is existing sign freestanding,2 copies of site/plot plan Ell Roof ❑ Other and 2 sets of engineering must be Sign #: WEST PLAYPLACE submitted with building permit application. Sign dimensions: .4i (h) x 11.(o" (w) = sq.ft. sign area 4Iy FOR STAFF USE ONLY New sign: sq.ft. + Existing sign area sq.ft.__ Total �j west facade bui i,g SG i" 1 0 00 60 Total sign area: �' sq.ft. / 2974building face sq.ft. = /„of bldg face Case No.:Height to top of sign: 18.5 ft. Projection from wall: 4 in. Related Case No.(s): hV2' 1t00O3 ( Materials: Acrylic Face,Aluminum Back,Led Lights Fee: i 21k-0° Application accepted: Is the sign under 20 lbs.? ❑ Yes ■ No SC 7—N—lk By: Date: (Building Permit required if over 20 lbs.) \�`; Application determined complete: Direction wall faces (circle one): K' S E gNE NW SE S`X' -7/Will the sign have illumination? ■ Yes ❑ No By: Date: 24 14% If yes,what type: ■ Internal ❑ External I:\Community Development\Land Use Applications\02_Forms and Templates\Land Use Applications Rev 12/14/2017 i City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 2 APPLICANTS NOTE: Person specified as`Applicant" shall be designated"Permittee" and shall provide financial assurance for work. *When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in pox,cssion with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this aphlir.�tion. THE APPLICANT(S) SHALL CERTIFY THAT: • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on tits application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. I hereby acknowledge that I have read this application,that the information given is correct, that I am the owner or authorized agent of the owner,and that plans submitted are in compliance with the City of Tigard. SIGNATURES of each owner of the subject property required. r a4' MATT GRINNELL-IAREIHEIT ARCHITECTURE 7/6/2018 Ap want's signature Print name Date • Owner's signature Print name late Owner's signature Print name. Date SIGN PERMIT APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 2 \N -1- N240' (00 •. Playplace Sign - LED • y Everbrite •••,!,..,. Identity Systems Division Illumination: LED Electrical: .5 amps 120V II.CD' Power Supply: 1 - 50 watt 140" PP Y� 355.6 cm Ship Weight: 350 lbs. (1-7 1.01 ACTUAL SF 11.31 BOXED SF 28.31 22 114" 56.51 c CITY OF TIGARD Approved by Planning Date: 7 1 Z-e 11B _ Initials: . Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com PROJECT DATA ADA SITE PLAN KEYNOTES GENERAL NOTES Alk 517E AREA: 1.21 ACRE (AD-01) PROVIDE 36"MIN WIDE ACCESSIBLE ROUTE TO PUBLIC SIDEWALK. REMOVE EXISTING ASPHALT 1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY.EXACT FERRY RD SIM PAVING,CONCRETE SIDEWALKS t CURBING,t LANDSCAPING A5 NECESSARY. INSTALL NEW LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST 72388 SW SCHOLLS FE EXISTING PARKING: 69 STALLS BROOM-FINISH,SLIP-RESISTANT CONCRETE CROSSWALK t PEDESTRIAN RAMP AS SHOWN. ECONOMICAL INSTALLATION. PARKING REQUIRED: 1 PER 1,000 5F FLOOR COORDINATE CROSSWALK REGUIRJEMENTS WITH(AD-02).AT RAMP,PROVIDE 8%MAX SLOPE IN AREA.44 STALLS DIRECTIONFEL RAMP OF TRAVEL!15%MAX CROSS SLOPE.PROVIDE 5'DEEP X FERAMP WIDTH TOP 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES ~ /BOTTOM LANDINGS WITH 15%SLOPE IN ALL DIRECTIONS. PROVIDE 5'X 5'MIN INTERMEDIATE TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING _v--. PARKINS PROVIDED: 7I STALLS LANDING WITH 1.5%MAX SLOPE IN ALL DIRECTIONS. PROVIDE EDGE PROTECTION l HANDRAILS UTILITY.REFER TO THE BUILDING ELECTRICAL AND PLUMBING AT EACH SIDE OF RAMP.HANDRAILS TO BE 34"-38"ABOVE RAMP SURFACE t EXTEND 12"MIN DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS,SIZES,AND BEYOND TOP t BOTTOM OF RAMP;SEE DETAIL 14/SDI, CIRCUITING. �"yI 192.01'_ - rr �. ACCESSIBLE REQUIRED: 3 STALLS(BASED ON 71 PROVIDED) 5 84°2' �-" � 'II �D -) INSTALL PEW BROOM-FINISH,SLIP-RESISTANT CONCRETE CROSSWALK AS SHOWN. PROVIDE 5% -------'--- - _ I IT ACCESSIBLE PROVIDED: 3 STALLS MAX SLOPE IN DIRECTION OF TRAVEL 4 1.5%MAX CROSS SLOPE;REGRADE PARKINS LOT AND 3. FINISH VALK AND CURB ELEVATIONS SHALL BE 6"ABOVE FINISH - - O� SEALCOAT AS NECESSARY. PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO PAVEMENT. .- - I I� :-:® G SDI ADJACENT PARKING LOT. ZONING: Gb GENERAL COM-1GIAL / II (AD-03) RELOCATE t RESTRIPE EXISTING BARRIER-FREE ACCESSIBLE STALLS(TYP.OF 3)A5 SHOWN, I Q%:J w B W , P' �: • BUILDING AREA: 6,100 SQ.FT. WITH ACCESS AISLES BETMEEN STALLS.WIDTH OF STALLS AND ACCESS AISLES TO BE 3 5 5 1.,• MEASURED FROM CENTER OF STRIPING.ENSURE ALL SLOPES AT NEW PARKING STALLS AND }, 9'-0' Q i OCCUPANCY: A-2(EXISTING) ACCESS AISLES DO NOT EXCEED 15%IN ALL DIRECTIONS;RESRADE PARKING LOT AND NORTH ARCH I (�'21 y" - 1 e1 m SEALCOAT AS NECESSARY.PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO NORTH WORDMAR�I ~6 5 °" TYPE OF GONSTiRi1CTiON: V B(EXISTING) ADJACENT PARKINS STALLS. PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/521.ENSURE 3^ ® EXISTING ACCESSIBLE PARKING STALL SIGNS ARE MOUNTED AT EACH STALL WITH BOTTOM OF _ 6 STALLS= 4 STALLS*cr= 5P- WEST PLAYPLACE 9'-0'IS I THE LOPEST SIGN AT 60"MIN.ABOVE ADJACENT PARKING SURFACE(TIP.OF 2)PER 7k::'' DETAIL 6/SDI.INSTALL NEA VAN ACCESSIBLE"SIGN TO BE LOCATED AT STALL WITH _ PASSENGER SIDE ADJACENT TO 46"MIN WIDE ACCESS AISLE. WEST ARCH 61'4 I/4" , 36'0"}� b, I T9-O •Illiimmliqui�a�` I_2•i=. ��(1 `�� TYp. 1 (50-04) REMEDIATION OCCURS IN(•-03) -- d , '. -��_�� •=,,,,,, 18'-O" (AD-OS) REMEDIATION OCCURS IN(AD-03) 'r T`r'P C/ND-O) REMEDIATION OCCURS IN(so-03) 4 R 0�, z li SEMIGAD-01D REMEDIATION OCCURS IN CAD-05) Q Q 18'-0`I ,1 �.�!� (1 /SP-a) 60° (AD-08) REMOVE IST116 CM RAMP 4 CURES LANDSCAPE SH0 S. SEE OF CONCRETETAISIDEWALK.1011.1INSTALL NEW 6 to/- illt a ��-y-y. Z.: ..._ 4_ IO (AD-p4) REMOVE EXISTING CMS RAMP 1 CONCRETE SIL7EWALK5 TO EXTENT NECESSARY. ti c Q'2,'/4. ®-t• I�� �, (.1 f PROVIDE NEW SLIP RESISTANT,CONCRETE IN-LIFE CURB RAMP AS SHOMN 1 PER DETAIL 11; 4/SDI.SLOPE IN DIRECTION OF TRAVEL TO BE 8%MAX WITH 15%MAX GROSS SLOPE.NGS TH %MAX Q= ���'� P-08 SLOPE IPROVIDN ALL"DIRECTIONSMIN MEP•ENSURE TOP AFULL RAMP I ND BOTTOM TRANSmONS DTH TOP 4 BOTTOM TARE F ILUSHSWIITH • •f SITE PLAN KEYNOTES MAX CHANGE IN LEVEL OR I/2"WITH BEVEL'PROVIDE 5%MAX GUTTER PAN SLOPE. - _ .. (AD-10) REMOVE EXISTiN6 SIDEWALK TO EXTENT SHOWN t INSTALL NEW WITH A SLIP �� �, I'r• Q.N m (SP-01) REMOVE EXISTING 4 INSTALL(2)NEW DIGITAL ME)BOARDS AS SHOWS.SEE DETAIL 2/011.0 RESISTANT,LAMP BLACK"BROOM FINISH.PROW DE MAX 5%SLOPE IN DIRECTION OF _ :AO- A& FOR EXACT LOCATIONS AND 10/7'1.1.LOCATE EXISTING U1ILITEs PRIOR TO EXCAVATING TRAVEL"1 15%MAX GROSS SLOPE.PROVIDE 5'X5'LANDING,WITH MAX 15%SLOPE IN FDOTIN65. ALL DIRECTIONS AT EACH DOOR t CHANGE OF DIRECTION.ENSURE THERE 15 NO 9 ap 't -. T ®� I� ®N A' CHANGE OF LEVEL OR THRESHOLD GREATER THAN 1/4"OR 1/2"WITH BEVEL. SEE Q :'.UA'�i� _ I g ($P-02) REMOVE EXISTING CUSTOMER ORDER DISPLAY 1 INSTALL(2)CUSTOMER ORDER CANOPIES AS DETAILS 8/501 1 II/SDI.REMOVE/REPLACE CONCRETE CURBS ALONG AREA OF NEM.' YOU I SHOPS PER DETAIL 6/D1I2.SEE DETAIL 2/0TI.0 FOR EXACT LOCATIONS.LOCATE EXISTING WORK. FLOAT ASPHALT AT AREAS OF PARKING LOT ADJACENT TO NEW CURBS AS Ar'• I _ UTILITIES PRIOR TO EXGAVATNG FOOTINGS. 2 NEGE55ARY TO MAINTAIN TYPICAL b"MAX CURB. PROVIDE APPROPRIATE GRADED m I -0 �► •`� DTI.O � IC, (5P-03) INSTALL PEW VENHGLE DETECTOR LOOPr AT AEW ORDER POINTS PER 2/DTIO.(OPTIONAL NON-ABRUPT TRANSITION TO EXISTING ASPHALT PARKING LOT.EXTENT SHOWS I5 P-26 TYP - r ` AT DRIVE THRU BOOTH)PATCH t REPAIR CONCRETE PAD AT DRIVE-T'I- U AS A5SU"ED MIN WORK FOR ACCESSIBILITY COMPLIANCE.6C TO VERIFY WITH EXISTING PAVING SPECIFICATION EXISTING __ i 4MD UPON (SP-2Ty In NECESSARY.SEE 18/271.1 t 20 D111. CONDITIONS I CONFIRM EXTENT OF WORK WITH McDONALDS CONSTRUCTION MANAGER. (MINIMUM 3'TOTAL COMPACTED ASPHALT THICKNESS) O I n (SP-04) REMOVE EXISTING E INSTALL NEA GATEWAY SIGN PACKAGE A5 5HOMN.COORDINATE �� -�® y EXISTING McDONALD'S Ir I Z LOCATION WITH McDONALDS CONSTRUCTION MANAGER TO ENSURE BEST VISIBILITY FROM (MD-11) SEE FLOOR FLAK C O �/ 18 0 i SITE ENTRANCE.SEE DETAIL 8/07'2 FOR MORE INFO.LOCATE UNDERbROI1ND UTILITIES (AD-12) REMEDIATION OCCURS IN(5P-o6) i z 1 TYP 1 RESTAURANT I PRIOR TO EXCAVATION. (AD-I3) SEE FLOOR PLAN - i 6,700 SF 5p-O3 2 ($P-05) REMOVE EXISTING 1 INSTALL(2)NEA PRE-BROWSE MEW BOARD PER DETAIL 12/071.1.VERIFY T LOCATION MTh McDONALDS CONSTRUCTION MANAGER 1 DETAIL 2/271.0. CAD-I4) REMOVE PORTION OF EXISTING LANDSCAPE 4 INSTALL 14131 CONCRETE SIDEWALK TO NOTE. McDONALO'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION I m PROVIDE 18"MIN BEYOND DOOR LATCH FOR LANDING.COORDINATE SIDEWALK TEST AND/OR A LORE SAMPLE. IF TESTS PROVE CORRECT,PER/DOVE �� N I ® w (5P p6} INSTALL$PEEGHMEARINkS IMPAIRED SIGNAGE ON THE DRIVE-TNARU G.OD.E EACH DRIVE-THR1J • 4SERVICE WINDOW.SEE DETAILS USCI t 4/A4.4.PICTURE MEW,CLIPBOARD AND PENCILS ARE T• REQUIREMETJT5 WITH(AD-IO). SPECIFICATION,TESTS WILL DE AT THE EXPENSE OF McDONALD'S, OTMERVISE.G.C.WILL BE CHARGED. - I BE PROVIDED AT EACH DRIVE-THRU WINDONI (AD-I5) REMEDIATION OCGLRS IN(AD-10) -06 (5p�} PROVIDE MERGE POINT MONITOR Mg1HTED ON POLE WITH FOUNDATION;EXACT LOCATION TO (AD_I6) REMEDIATION OCCURS IN(AD-004 W • i. r.:,' BE COORDINATED WITH McDONALDS CONSTRUCTION MANAGER.PROVIDE 2"CONIDUIT TO CASHLOT LIGHTING RECOMMENDATIONlq BOOTH JLIJGTION BOX.GONSEGT TO ELECTRICAL t DATA SYSTEMS. EXISTING LOT LIGHTS TO REMAIN. VERIFY WITH McDONALD'S CONSTRUCTION v if,lYP N ' � '-24 (SP-08) DESIGNATED PILL FORWARD PARKING STALLS I SIGNAGE PER MCDONALD5 MANAGER IF CLEAN/RELAMP OR NO YORK DURING THIS PROJECT. _ /s� I 111 IS STANDARDS.PROTECT EXISTING=46H FROM DAMAGE!INSTALL PEA AT LOCATION Q = III SHOPS,RESTRIPE STALLS TO BE(2)COATS TRAFFIC YELLOW. _ I ' I (5P-04) EXISTING ROAD SIGN TO REMAIN.PROTECT FROM DAMAGE. ° «o 0 r 4v 4 M` la ® Gr (5P-10) EXISTING DIRECTIONAL SIGN TO Rt-MAIN.PROTECT FROM DAMAGE. _ i11 I (SP-II) NOT USED. J / o c 9 0 0 0 • ,-- 4 I C) 4 (5P-12) REMOVE EXISTING ASPHALT,LANDSCAPING,CONCRETE CURBS,4 CONCRETE DRIVE THRU j U °o 7.: o° u« IPAD AS NECESSARY TO ACCOMMODATE NEW WORK PAVING 4 CURBING AT DRIVE THRL1 n J o u a8 i o 0 0 it SP_11 ISLAND AS SHOPN,PER McDONALDS SPECIFICATIONS.SLOPE TO DRAIN AS NECESSARY. o 1 .`°°o° u a I- ,) SEE DETAILS 2NTI.1,3/01.t 4/277.1 PARKING INFORMATION c° °°°` IS 4( �� OCEJ . SP-26) I (5P-13) PATCH AID REPAIR EXISTING LANDSCAPE AS NECESSARY TO AGGOMMODAIE o `o�;w E'n� o a°p` DEMOLITION AND ter CONSTRUCTION.NEW LANDSCAPING TO MATCH EXISTING ADJACENT. TOTAL 3 ADA 9'-0"X 18'-0"SPACES 0 90' 3 MQ H u c t u o I 3 9'-0"A 17'-3"SPACES 0 60' o ° .-n ENSURE PLANTING[DO NOT INHIBIT VIEW TO DRIVE THRU SIGNS. SPACES m R n E c c o _ -0� "/Q9 ut (5P-14) NEW LAND=SCAPING TO MATCH ADJACENT t AS REQUIRED BY LOCAL JURISDICTION o ``c o' °c: CiEl \ REQUIREMENTS.FROMNTENSURE PLANTINGS WILL Nor INHIBIT VIEW OF DRIVE TA1W1!DIRECTIONAL 71 3 8'-6-A 17'-3"SPACES 0 60' © _ c o o[« .,, i1/"e2. g SIGNAGE CU TOMBtS. 37 9'-0-A 1 B'-0"SPACES 0 90' S-511::2° t o-...c° \� A) dl (SP-15) REMOVE EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONCRETE PAD AT Cl) w •a n° C �/ ORRA. ('•i j• m ACCESSIBLE PARKIN&STALLS,ACCESS AISLES l CROSSWALK.COORDINATE WITH(AD-02) 21 9'-0"X 16'-0"SPACES 0 60' .13 u°'8 0.0 igEld•to � 1 )- I 1(AD-03)FOR REQUIRED SLOPES.ENSURE FLUSH TRANSITION TO ADJACENT ASPHALT. c c-° "�, 2 9'-0"X 17'-11"SPACES 0 90' r°° ($P-Ib) U6s5SS O i-":-. 7).; - (5P-21 I PATCH AND REPAIR EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW GONSTRUGTION 9 o`0 0 SIGN LEGEND 2 9'-0"X 1 B'-0"SPACES 0 PARALLEL o � . r3 � / E',�f SEAL GOAT ALL ASPHALT WITH NEW ASPHALTIC LAYER.STRIPE PARKIN&STALLS ARID u c° ° U. i �, SYMBOLS AS S oy'N.PAINTS TO BE TRAFFIC WHITE(2 COATS)AT PARKIN&AND TRAFFIC °'A c N II .�� ®O-'� t---;' I _ 6 UTILITY INFORMATION 0 o o u gill o` y JAW' � YELLOW(2 COATS)AT DRIVE-THRU.SEE DETAIL 1/501,2/501,t 3/SDI Q ,i+-,.....E,;� (/ a I ` t%'"---0 AI/ V ♦�,i�`^ (SP-I1) APPROXIMATE LINE OF GONGRE7E PAD TO ASPHALT TRANSITION. O "yELC•OME"6ATEYVAY SIGN(2 NEWTa u• SIZE TYPE LOCATION <<«°a1`z E�5P-16 I•• •". / (5P-18) NOT USED. O CUSTOMER ORDER CANOPY(2 PEMU V °,8:3"e n o I • ' E-:ar3 �� I I SANITARY SEWER EXISTING `o n Q v '�. j O k() -:-- I - (`SP-19) DEMOLISH EXISTING LANDSCAPING,ASPHALT PAVING,CONCRETE PAD t CURBS AS NECESSARY C g s ut EXISTING a 5 - I F-II" G DIGITAL MENU BOARD(2 NEMU WATER EXISTING C .:--,:-..-i_'.6 TO ACCOMMODATE NEW BUILDING ADDITION.SEE ARCHITECTURAL t STRUCTURAL DRAWINGS O o°;o 0 0°.° NGRE55/EGRE55 '-04 _ - Y FOR MORE INFORMATION.REPLACE/REPAIR CONCRETE CURBS,LANDSCAPING 4 CONCRETE O STORM SEVER EXISTING _ o °'3 "a � ® •4� TYP D PULL FORWARD STALL SIGN(I EXISTING,I NM/ m V s'^° L° C^� � SP-13) � PAD ADJACENT TO ADDITION A5 NECESSARY PER DEMOLITION 1 NEW CONSTRUCTION. ELECTRIC EXISTING � o oro..«°Z° (5P-20) EXISTING FLAG POLE TO REMAIN.VERIFY IF LIGHT FOR FLAG POLE IS MOUNTED TO BUILDING. O ORE-BROWSE BOARD(2 NEWT 161.2°c«.« 5P-IO '-2 i IF EXISTS,REMOVE 4 REINSTALL TO ACCOMMODATE NEW CONSTRUCTION. GAS EXISTING fili' ( - ' (SP-21) EXISTING LOT LIGHTING TO REMAIN. O MOBILE ORDER PICKUP STALLS SIGN(I RELOCATED) SURVEY INFORMATION 5 89"54'18"W 191.11' (5P-22) NOT USED. 0.6 ANY LAZE,ANY TIME"SIGN(I SEA/ (SP-23) EXISTING GAS METER ASSEMBLY TO REMAIN;PROTECT FROM DAMAGE. (SP-24) EXISTING TRANSFORMER TO REMAIN;PROTECT FROM DAMAGE. (SP-25) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN;PROTECT FROM DAMAGE. LEGEND (SP-26) EXISTING CATCH BASIN TO REMAFJ. (SP-21) EXISTING MANHOLE TO REMAIN. EXISTING CONCRETE CURBING TO REMAIN/REPAIR I (5P-28) NOT USED. NEW CONCRETE CURBING (SP-24) EXISTING BOLLARDS,PROTECT FROM DAMAGE.FINISH PER ELEVATIONS. EXI5TIN16 CONSTRUCTION TO BE DEMOLISHED (5P-30) NOT USED. (5P-31) REMOVE EXISTING GUARDRAIL FCR INSTALLATION OF NEW CONSTRUCTION.REINSTALL /A NEW STRIPING PER DETAIL 10/SDI.VERIFY REUSE WITH McDONALDS CONSTRUCTION MANAGER INSTALL PLAN SCALE: 1' = 20' PER McDONALDS SPECIFICATIONS.FINISH PER ELEVATIONS.ENSURE 54"MIN.DEEP EXISTING LANDSCAPING TO REMAIN PROVIDED AT DOOR. - STREET ADDRESS (SP-32) INSTALL CONCRETE PPEEELSTOPS AT LOCATIONS SHOWN.SEE DETAIL 12/521. -'-` NEW LANDSCAPING 12388 SW SCHOLLS FERRY RD • (5P-33) REMOVE EXISTING 4 INSTALL ALL PEW"LAMP BROOM FINISH CONCRETE 51DFJWU.KS.COORDINATE REGV REMENTS WITH EXISTING CONCRETE TO REMAIN CITY STATE (SP-34) EXISTING BIKE RACK TO REMAIN;REMOVE t REINSTALL TO ACCOMMODATE Nov T I G A R D OREGON - - CONSTRUCTION.SEE DETAIL 15/SDI. •- NEW CONCRETE I EXISTING LOT LIGHT COUNTY a a NEW LOT LIGHT WASHINGTON - - - 589°54'18"W 191.11' REGIONAL DWG. NO CORPORATE DWG, NO. 0 SITE PLAN 5rwR °" I 36-0105 11502 SP-2 0 5 10 20 40FT SITE PLAN l NORTH WORDMARK I WEST PLAYPLACE NORTH ARCH I 0'4 EN oS (EN-0a} SEN-0I) CEN 19 IM,' EN-08� la"xy4 lA:Gy1 t CEN 05 (EN 141 EN-39 •{EN-0I) ® A'zi7: I TYP. ' T.O.PLAY PL.AGE WALL \ ■ ii T.O.PLAY PLACE WALL "ELEV.EXISTING ■ , t�1 —f1/�I p �El EV.EXISTING -19 w — 4 Mc B O".� - I.T.O.PARAPET _ ¢�� 8 y e O _ - • V1r a� ce T.O.PARAPET m ' C; 1 / \ l a O e ELEV.+18'-0" EIJN.+18'-0" \ f T.O.STOREFRONT /- v I ' 66T.O.STOREFRONT "MATCH EXISTING - "MATCH EXISTING (EN-39 ■ CEN-19 I _I t /U_ i I B.O. ACCENT BAND TYP• .r. H. - ELEV+15'-4 1/4" v 1 — -- -I ) nI EN-13) r •B.O.DT TRELLIS I I I I - O ■ ELEV.+10'-II" 1 BO GANOPY/TRE1115 T r- B.O.GANOPY/TRELLIS 1 1 1 I •ECFV.+9'4' I I � $ECFV.+9-4' 12L� „ _ TI I T.O.STOREFRONT I (EN-I4 T.O.STOREFRONT r I ■ �ELEV.EXISTING -I2 I I [�T1-12 $ELEV.EXISTING (EN-06 TYP. \ (EN-01� ■ T.O.WAINSCOT (EN-25-\ - &T.O.SILL/WAINSCOT ELEV..0'-0" FJJEV.EXISTING ■ T.O.SILL / iTO.SILL / 'MATCH EXISTING ' MATCH EXISTING ' T.O.SLAB 1 P T.O.SLAB ELEV.+O'-O" ELEV.+0'-0" SEN-03}/(EN-I';,-'iFN-lo 4T're%) -(EN-21) til-1O& (EN-II> ®. tgalfrM 4S:1V1) (EN-12A)- (EN-03)- ■ rrP. EN-01 41, NORTH ELEVATION ® WEST ELEVATION SGALF: 1/4"=l'-o" SCALE: 1/4"=I'-0" W o'o WEST ARCH I I ._w a■a a WEST WELCOME 7 wilY -(EN-13) (EN-0I) 4.¢04: (EN-18 (EN-19} ®(EN-ITA EN-06) {EN-19) (EN 04) N 05 EN-13) 19iCE�� lam'-) / � L II F■ TYP. TYP. TYP. TYP. 1 �I \ • . It(� 12A) / ■ TO.PARAPET W ■ t")11 \ B.O. ACCENT BAND$ I ELEV.+15-41 I/4" UMW I - I i ■• Cl ❑ if ❑EG. / EQ. - ❑ ❑ ® ❑ D c_2; J 13 m Lm H;'° ® ° EpOpTO.ARCADE N 01 oo7 o OPEHIN&tTRELIS$ ' ELEV.+10-II" ^ J oa nu c° J Jet-o _ ° y ao I o°u `m •C u Hi 7 o�oV oo ■ • I / TO.STOREFRONT0 E, � a_.3 y°2 o,a ELEV.EXISTING iv u a c°-1-a° u • © oar ... m L`u`o o c / \I. / N ° I - - o a°u 0^o°o �• • // 1 T.O.SILIJWAINSGOT� m 0-,,,u n \ ELEV.EXIST1NG 0`J 6 c `m`'u 1111111 / \ 11!1111 \ \ °"°`E` -----# , J---% mr°_. °u �. � T.O.SLAB O' (:) o t^ u o° no ■ 4 °�tsm° N-12A� I�:�i 1�•j► ZN-1.: (EN-n} 2 1 / 'n-o3 EN-1a> CN-op -(EN-20) la:6ii (EN-20) UT ;o=;. E ° TYP rrF ,, °30oa iii! mm��ill WEST ELEVATION A20 SCALE: I/4".I'-C' ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND (EN-0I) NEW LAP BOARD SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR BASE BUILDING.SEE (EN-19) MGDONALDS SIGNAGE BY OTHERS-UNDER SEPARATE PERMIT.SEE SIGNAGE SUPPORT FASCIA SIGN HALL SUPPORTS TO BE VERIFIED WITH MCDONALDS AREA CONSTRUCTION CRAFTSMAN SCHEME SHEET A4 4 FOR TYPICAL DETAILS. NOTE ON THIS SHEET. MANAGER AND COORDINATED WITH SIGN MANJFACTLRER. (EN-02) NEW LAP BOARD SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR ACCENT COLOR SEE (EN-20) HOLLOW METAL DOOR t FRAME-PAINT TO MATCH COLOR OF SURROUNDING MATERIAL. BRAND WALLS: TILE:B.ROWEST:E-HNDOD COLLECTION SHEET A4.4 FOR TYPICAL DETAILS. (EN-21) NEW STOREFRONT TO MATCH EXISTING PER SCHEDULE(10"MN.BOTTOM STILE•DOORS). 2. "• DENOTES SAFETY GLAZING. R9 BLACK;SIZE 6"X36", PATTERN:I/4 OFFSET RUNNING BOND (EN-O9) EXISTING BRICK FINISH TO REMAIN. (EN-22) NOT USED. 3. TRASH ENCLOSURE t GATES(NOT SHOWN)TO RECEIVE PEN SIDING E BE PAINTED"BASE WATERPROOFING it SETTING MATERIAL (EN-04) PEN PARAPET ACCENT BAND PER COLOR LEGEND,THIS SHEET. (E4-23) (RMHG)COIN COLLECTOR. BUILDING"COLOR. GROAT:BY MAPEI (EN-OS) METAL FASCIA(COLOR:CITYSCAPE).A:(PRE-FAS ANCHOR-TITS)BORE-FAB CUSTOM (EN-24) EXISTING RAIN LEADER TO REMAIN.DAYLIGHT EXISTING ROOF DRAIN OVERFLOW AT GROUT COLOR:ULTRA COLOR PLUS-41 CHARCOAL ARCADE FASCIA). EXTERIOR WALL.PAINT BOTH TO MATCH SURROUNDING FINISH.SEE DETAIL 12/A4.3. GROUT WIDTH:I/8"TO 3/16" (EN-06) TILE-SEE COLOR LEGEND,THIS SHEET.CONTACT:JAN DETER,(114)991-1500. (EN-25) EXISTING CO2 FILL BOX TO REMAIN. (EN-a-f) OUTSIDE CORNER STRIPS. "DEC ROIOOTSDA(DARK ANTNNiACITE)ALUMINIM,1000 ACCENT BAND: METAL-ERA ELCO24 BP153 (EN-26) EXISTING BULK OIL FILL BOX TO REMAIN;PROTECT FROM DAMAGE. 7/8'"5'PANEL 24 GAUGE; (EN-08) MOVETENT JOINT:DILEX BWBIOOSS(BLACK) (EN-21) NOT USED. COLOR:CITYSCAPE (EN-09) ACCENT LIGHTING(ARCADE LIGHT)-SEE ELECTRICAL (EN-28) GUARD RAIL-PAINT TO MATCH SURROUNDING MATERIAL. LAP SIDING: JAMES HARDIE CEMENT BOARD LAP SIDING, (EN-10) 12"HIGH ALUMINUM CANOPY FASCIA BAND(COLOR:WHITE)ON ALUMINUM TRELLIS (EN-29) PIPE BOLLARD PER SITE PLAN.FINISH WITH(2)COATS TRAFFIC YELLOW. MATCH EXISTING EXPOSURE 1 FINISH. . SYSTEM(COLOR:WHITE)A:NO UNDERSCORE;B:GOLD UNDERSCORE. (EN-3O) EXISTING GAS METER ASSEMBLY TO REMAIN. (EN-II) ACCENT LIGHTING(INTEGRAL CANOPY LIGHT)-SEE ELECTRICAL. BASE BUILDING: "FAIRVIEW TARE' (Ery_91) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. BENJAMIN MOORE SIO-56 (EN-I2) ALUMINUM TRELLIS.A:(COLOR:CITYSCAPE).B:(CALOR:CHARCOAL WITH GOLD UNDERSCORE). (EN-32) METAL LOWER PANEL BY TRELLIS VENDER.COLOR CITYSCAPE. CEN-33) NOT USED. ACCENT COLOR: 'IRON MOUNTAIN" (EN-I3) ALU (COLOR ALUMINUM TRELLIS TIE-BACK SYSTEM. CHARCOAL). BENJAMIN MOORE 02134-30 (EN-14) ALUMINUM TRELLIS 2"X8"WALL FASCIA. (EN-34) NOT USED. (EN-35) NOT USED. PLAY PLACE FIBER CEMENT SIDING (EN-IS) LIGHT FIXTURE(WALL SCONCE)-SEE ELECTRICAL.A: DOWN ONLY FIXTURE(COLOR (x-36) NOT USED. ACCENT: NICHIHA VINTAGE WOOD COLLECTION CEDAR WHITE)13 DOM ONLY FIXTURE(COLOR:SILVER). (EN-I6)NOT USED. (EN-31) EXISTING BIKE RACK TO REMAIN;PROTECT FROM DAMAGE. (EN-IT) LIGHT FIXTURE(RECESSED DOYN,INTEGRAL CANOPY).COLOR SILVER-SEE (EN-38) NOT USED. 4 2 .o FI FCTRJC,L, (EN-39) NEW FIBER CEMENT SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR:CEDAR.SEE (EN-I8) METAL LEI!EKING-BY OTHERS.(YSCOME-COLOR:SILVER) SHEET A4.0 FOR TYPICAL DETAILS. ELEVATIONS (EN-0q)- -{N-05$ ak r■m CLE EN-06) �-(EN-14) -0s -(EN-01) �3►m -05 I T.O.PLAY PLACE WALL / v TYP. TYP T.O.PLAY PLACE WALL TYP. TYP. i "ELEV.EXISTING I ALELEV.EXISTING T.O.PARAPET - 4T.O.PARAPET ■ ALF_LEV.+18'-0" I ELEV.+18'-0" r I 98.0. ACCENT BAND ALB.O. ACCENT BAND ELEV.+15'-4 1/4" GM, I ■ EN-13) EL EV.+15'4 I/4" TYP. TYP. ■ V ■ ❑ ■ 4E3.0.EDT TRELLIS I I AL8ELEV .+IO'-II'.0.DT TRELIJS FLV.+10'II" ' TO.FREEZER/COOLER ■ "ELEV.EXISTING 1 jt... 1 1 i'1\41534_1 SB.O.CI ELEV.q'-4' 0 I `T T.O.WAINSCOT/SILL IALTA.WAINSCOT / a -ELEV.EXISTING i ALELEV.EXISTINGr - I 'i ° AL T.O.SLAB ■ ELEV.+o'-0' Wm 1 ) ® -03' QM, -(7`2,--4) () 4'Sr"') EN-24) -30) • TYP. TYP. I SOUTH ELEVATION 2 EAST ELEVATION A2.1 SCALE: 1/4"=I'-0" A2 I SCALE: 1/4"o I'-0" ryI W - Lu 5 _os ® ® 1;"Jilt' • -,^ ')N-25r, faS.2 r(EN-Ii) ® 0-12A)- (EN-14)- . d"%T" 04-15 a■?I') TYP' i « T.O.PLAY PLACE WALLd ELEV.EXISTING NM.• v y 1 I , TA.PARAPET W ELEV.+18'-0 ■ MINI= .m T.O.STOREFRONT - I I MATCH EXISTING 1I ■ _ U 9 " L J U ° if LFI II) vI!: Li 1 tlIf :OO I (� f ■ ■ I iI L f 0\_, B.O.CANOPY$ °c `u u E c c _ 1 Q °°uc'u.Cu ■ I E , / T.O.STOREFRONT m z.,-2,:.5` E °o-`o I + ELEV.EXISTING © D `° ,,; 0 0 0 / / c°o t° o c ■ 1 \ TYP. • -,g yaw c I 3 °°lir . ■ --� — T.O.SILL .- 1 ------ -- - -- -- — -- I — -- I �I \ I ELEV.EXISTING" O v'',a IH r "PLS° ■ I '( I I T.O.SLAB i Q a-o o u I ` \ ELEV.+0'-O" c 0`°w k-P C V ■ {EN-24) 02 03i ‘-‘,' --J:-.5:',. SEN-14) �a . {EN-21) N-USB) 20) ''f--CEN-•4 .E,... .,.........,,....„:„ ' i ® 'EN-2q • v� n Y 9 0 0 E )1.11—:J1,..- . a o°N%.0 u C) EAST ELEVATION SCALE: 1/4"=1'-0" ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND (EN-OI) NEW LAP BOARD SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR BASE BUILDING.SEE (EN-IH) MCDONALDS SIGNAGE BY OTHERS-UNDER SEPARATE PERMIT.SEE SIGNAGE SUPPORT I. FOIA SIGN WALL SLLPPORTS TO BE VERIFIED WITH McDONALDS AREA CONSTRUCTION CRAFTSMAN SGNEME SHEET A4.4 FOR TYPICAL DETAILS. NOTE ON THIS SHEET. MANAGER AND COORDINATED WITH SIGN MANUFACTURER. (EN-02) NEW LAP BOARD SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR:ACCENT COLOR.SEE (EN-20) HOLLOW METAL DOOR 4 FRAME-PAINT TO MATCH COLOR OF SURROUNDING MATERIAL. BRAND WALLS: TILE:ELROWEST:E4I0OD COLLECTION SHEET A4.4 FOR TYPICAL DETAILS. (EN-21) NEW STOREFRONT TO MATCH EXISTING PER SCHEDULE(10"MIN.BOTTOM STILE O DOORS). 2. + DENOTES SAFETY GLAZING. RQ BLACK;SIZE,6'X36', (EN-0S) EXISTING BRICK FINISH TO REMAIN. PA i t :I/4 OFFSET RUNNING BOND (EN-22) NOT USED. 3. TRASH ENCLOSURE I GATES(NOT SHOWN)TO RECEIVE NEW SIDING t BE PAINTED"BASE WATERR PROOFING t SETTING MATERIAL (EN-04) NEW PARAPET ACCENT BAND PER COLOR LEGEND,THIS SHEET. (EN-23) (RMNC)COIN COLLECTOR. BUILDING"COLOR. GROUT:BY MAPEI (EN-05) METAL FASCIA(COLOR CITYSCAPE).A:(PRE-FAS ANCHOR-TITE)B:(PRE-FAB CUSTOM (EN-24) EXISTING RAIN LEADER TO RE3-IAIN.DAYLIGHT EXISTING ROOF DRAIN OVERFLOW AT GROUT COLOR:ULTRA COLOR PLUS-41 CHARCOAL ARCADE FASCIA). EXTERIOR WALL.PAINT BOTH TO MATCH SURROUNDING FINISH.SEE DETAIL 12/A43. GROUT WIDTH:I/8'TO 3/16' (EN-06) TILE-SEE COLOR LEGEND,THIS SHEET.CONTACT:JAN DETER,(114)431-T500. (N-2s) EXISTING CO2 FILL BOX TO REMAIN (EN-0T) OUTSIDE CORNER STRIPS. RONDEC ROIOOTSDA(DARK ANTHRACITE)ALUMINUM,IOMM ACCENT BANG: /S "5' CORRUGATED METAL-ERA (BJ-26) EXISTING BILK OIL FILL BOX TO REMAIN;PROTECT FROM DAMAGE. 7/8'"5'PANEL 24 GAUGE; (EN-03) MOVEMENT JOINT:DILEX 55610065(BLACK) (EN-21) NOT USED. COLOR:CITYSCAPE (EN-ON) ACCENT LIGHTING(ARCADE LIGHT)-SEE ELECTRICAL (EN-28) GUARD RAIL-PAINT TO MATCH SURROUNDING MATERIAL. LAP SIDING: JAMES HARDIE CEMENT BOARD LAP SIDING, (EN-10) 12"HIGH ALUMINUM CANOPY FASCIA BAND(COLOR:WHITE)ON ALUMINUM TRELLIS (EN-2q) PIPE BOLLARD PER SITE PLAN.FINISH WITH(2)COATS TRAFFIC YELLOW MATCH EXISTING EXPOSURE t FINISH. SYSTEM(COLOR:WHITE)A:NO UNDERSCORE;B.GOLD UNDERSCORE. (EN-II) ACCENT LIGHTING(INTEGRAL CANOPY LIGHT)-SEE ELECTRICAL. (EN-30) EXISTING GAS METER ASSEMBLY TO REMAIN. BASE BUILDING: "FAIRVIEW TAUPE" ® EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. BENJAMIN MOORE MIG-B5 (EN-12) ALUMINUM TRELLIS.A:(COLOR.CITYSCAPE).B:(COLOR CHARCOAL WITH GOLD (EN-32) METAL LOUVER PANEL BY TRELLIS VENDER.COLOR:CITYSCAPE. UNDERSCORE). ACCENT COLOR: 'IRAN MOUNTAIN" (EN-13) ALUMINTRELLIS TIE-BACK SYSTEM.(COLOR:CHARCOAL). CEN-33) NOT USED. UM _ BENJAMIN MOORE 42134-30 (EN-I4) ALUMINTRELLIS 2"X8"WALL FASCIA. (EN 34) NOT USED. UM (EN-35) NOT USED PLAY PLACE FIBER CEMENT SIDING (EN-I5) LIGHT FIXTURE((NALL SCONCE)-SEE ELECTRICAL.A: DOM ONLY FIXTURE(COLOR: (EN-36) NOT ACCENT: NICHIHA VINTAGE WOOD COLLECTION CEDAR WHITE)@:DOWN ONLY FIXTURE(COLOR:SILVER). (131-I6)NOT USED. (EN-39) EXISTING BIKE RACK TO REMAIN;PROTECT FROM DAMAGE. . .. 1NOT USED. (EN-1'1)LIGHT FIXTURE(RECESSED DOM,INTEGRAL CANOPY).COLOR:SILVER-SEE (EN-33) A2. ELECTRICAL. (EN-39) NEW FIBER CEMENT SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR:CEDAR.SEE (EN-18) METAL Lt;1tKING-BY OT(RE5.(SELCOME-CALOR:SILVER) SHEET MA FOR TYPICAL DETAILS. QEVAT10N5