Loading...
SGN2018-00061 CITY OF TIGARD SIGN PERMIT >: Permit#: SGN2018-00061 COMMUNITY DEVELOPMENT Date Issued: 07/26/2018 T t i;ARD 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. New wall sign located on the west facade,approximately 14 square feet.The sign will be internally lit. Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 3.5'x 4' Total Sign Area: 14 Wall Area: 2974 Wall Face(Direction): West Sign Height: 18.5 ft. Projection From Wall: 4 in. Illumination: Internal Materials: Acrylis,ALuminum, LED I 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: Permittee Signature: ///`/ y# RECEIVED City of Tigard "Pi COMMUNITY DEVELOPMENT DEPARTMENT JUL 2 4 2018 CITY OF TIGARD TIGARD Sign Permit ApplicationEEPLANNING/ENGINEERING SIGN LOCATION REQUIRED SUBMITTAL Address: 12388 SW SCHOLLS FERRY RD Suite#: ELEMENTS TIGARD,OR 97223 �� City/state: Zip: • 2 copies of elevations on 8'/z x 11" Tenant or business: MCDONALDS or 11"x 17"pages(Wall sign elevations must include dimensions Property owner name: MCDONALD'S CORPORATION of sign and wall face and show the p �' location of sign on the wall. Address: 2999 OAK ROAD STE 900 Freestanding sign elevations must be drawn to scale.) WALNUT CREEK,CA City/state: Zip: 94597 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 ■ List or diagram of all existing sign Address: dimensions and square footage City/state: Zip: /Application Fee Phone: Email: 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 TYPE (Check all that a 1 70 lbs.or more,plans must be prepared • New sign pp�) by a structural engineer. ❑ Freestanding • Electrical • Building permits require 2 sets of ❑ Alteration to ■ Wall construction drawings and,if sign is ❑ Freeway existing sign freestanding,2 copies of site/plot plan 1=I Roof C1 Other and 2 sets of engineering must be Sign #: WEST ARCH submitted with building permit application. Sign dimensions:3'-6" (h) x4'-0"(w) = 14 sq.ft. sign area 'QV& FOR STAFF USE ONLY New sign: 14 sq.ft.+ Existing sign area sq.ft._42 Total west facade rt .G N Z01 f-00061 Total sign area:42 sq.ft. / —'974 building face sq.ft. _1, %of bldg face Case No.: Height to top of sign: 18.5 ft. Projection from wall: 4 in. Related Case No.(s): ht'\O O) 00034 Materials: Acrylic Face,Aluminum Back,Led Lights Fee: 3218-00 Application accepted: Is the sign under 20 lbs.? ❑ Yes • NoS 72Mjf By: Date: (Building Permit required if over 20 lbs.) Application determined compl te: i Direction wall faces (circle one): N S E 0 NE NW SE SW .p By: / Z_.- Date: 7 D Will the sign have illumination? ■ Yes ❑ No If yes,what type: ■ Internal ❑ External l:\Community Development\Land Use Applications\02 Forms and Templates\Land Use Applications Rev 12/14/2017 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 2 k 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 possession 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 authoritatiun with this application. 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 this 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. �✓� MATT GRINNELL-FREII-IEIT ARCHITECTURE 7/6/2018 Ap cant s signature Print name Date Owner's signature Print name Date Owner's signature Print name Date SIGN PERMIT APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • w-wwtigard-or.gov • 503-718-2421 • Page 2 of 2 v\) r SAN Zc1B-,0 4'-0" 1 - 4 °° .177"YELLOW PIGMENTED MODIFIED RETURNS PAINTED TO MATCH ° - MOLDED ACRYLIC FACE/LETTER BODY PMS 877 C SILVER(OPAQUE) ELECTRICAL OUT PROVISION: ° THRU BACK,NEAR POWER SUPPLY °•° , .150"POLYCARBONATE INSERT PAINTED WHITE .177"YELLOW PIGMENTED MODIFIED ° ° MOLDED ACRYLIC FACE/LETTER BODY o7,,,7,,, / ° FLEXIBLE CONDUIT I LED POWER SUPPLY AS REQUIRED j ° ° WHITE LED'S AS REQUIRED ---� ° .040"ALUMINUM BACK--_� MOUNTING HARDWARE AS REQUIRED - ° WHITE LED'S AS REQUIRED .150"POLYCARBONATE INSERT PAINTED WHITE - - COUNTERSUNK FASTENERS ----\ 4 DRAIN HOLES FRAME&LAMP DETAIL CROSS SECTION A—A SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" FRAME DETAIL: DESIGN FACTOR:TBD .177"FORMED YELLOW PIGMENTED(PMS 123 C) MODIFIED ACRYLIC FACE/LETTER BODY EXTERIOR FINISH: PAINTED TO MATCH PMS 877 C SILVER(OPAQUE) INTERIOR FINISH: PAINTED STARBRIGHT WHITE (OPAQUE) .150"POLYCARBONATE INSERT PAINTED STAR-BRIGHTWHITE .040"ALUMINUM BACK LETTER BODY REMOVABLE FOR SERVICE ACCESS CITY OF TIGARD U.L.APPROVED ELECTRICAL: 0.85 AMPS,120 VOLTS SQUARE FOOTAGE: GRAPHIC DETAIL Approved by PlannBOXED=14.00 SCALE: 3/4"=1'-0" Date: ZCQ ing ACTUAL=4.90 Initials: PROJECT DATA ADA SITE PLAN KEYNOTES GENERAL NOTES AllSITE AREA: 121 ACRE � SIM CAD-or) PROVIDE 36'MIN WIDE ACCESSIBLE ROUTE TO PUBLIC SIDEWALK. REMOVE EXISTING ASPHAI"T I. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY.EXACT " SGHOLLS FERRY RD / EXf511N6 PARKING: 69 STALLS PAVING,CONCRETE SIDEWA1 K5 t CURBING,4 LANDSCAPING AS NECESSARY. INSTALL NEWLOCATNS CATIIONSLSHALLBEINSTALLATION. DETERMINED TIALLOY FOR THE MOST BROOM-FINISH,SLIP-RESISTANT CONCRETE CROSSWALK f PEDESTRIAN RAMP AS SHOWN. 12386 SW ® PARKING REQUIRED. PER Ip00 SF FLOOR CRO55I TALK REQUIREMENTS WITH�.AT RAMP,PROVIDE 8%MAX SLOPE IN DIRECTION OP TRAVEL t 15%MAX CROSS SLOPE. PROVIDE 5'DEEP X FULL RAMP WIDTH TOP 2, THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES Y r AREA.49 STALLS PARKING PROVIDED: 11 STALLS t BOTTOM LANDINGS WITH 15%SLOPE IN ALL DIRECTIONS. PROVIDE 5'X 5'MIN INTERMEDIATE TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING • LANDING WITH 1.5%MAX SLOPE IN ALL DIRECTIONS. PROVIDE EDGE PROTECTION i 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 W 92.01'- - r-- -� �� EZEll ACCESSIBLE REQUIRED: 3 STALLS(BASED ON TI PROVIDED) INSTALL TOP t BOTTOM of RAMP;SEE DETAIL 14/501. CIRCUITING. S °2�1��` = OD-02) INSTALL NEW BROOM-FINISH,SLIP-RESISTANT CONCRETE CROSSWALK AS SHOWN PROVIDE 5% MAX SLOPE IN DIRECTION OF TRAVEL I 15%MAX CR055 SLOPE;RESRAPE PARKINS LOT AND 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6'ABOVE FINISH - AGGE551BLE PROVIDED: 3 STALLSii,„ /_ - - �, 0 A!Iv,0 , SEALCOAT AS NECESSARY.PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO PAVEMENT. z / 1_11 Ali h ® ZONING: C6 6B'ERAL COMMERCIAL ADJACENT PARKING LOT. ,(-5 C r i (AD-05) RELOCATE I RESTRIPE EXISTING BARRIER-FREE ACCESSIBLE STALLS(TYP.OF 31 AS SHOWN, S. / , - , :I:� • I BUILDING AREA: 6,100 50.FT. HIM ACCESS AISLES BETVEEN STALLS.WIDTH OF STALLS AND ACCESS AISLES TO BE v �,t l t , / ..•)� MEASURED FROM CENTER OF STRIPING.ENSURE ALL SLOPES AT NEV*PARKING STALLS AND cn 9'-O" Q OCCUPANCY: A-2(EXISTING) L.1 NORTH ARCH ® `•. - '�TYP�� ACCESS AISLES DO NOT EXCEED 15%IN ALL DIRECTIONS;RE6RADE PARKING LOT AND O NORTH WORDMARK - - — , SEALCOAT AS NECESSARY,PROVIDE APPROPRIATE GRADED NON-ABRUPT TRANSITION TO _y.6 (5 01 `: TYPE of CONSTRUCTION: V-B tEX15TIN61 09 ADJACENT PARKING STALLS.PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/501.ENSURE WEST PLAYPLAC-H111.111111 6 STALLS a 9'-0"((,L "4 STALLS O 9'= I ----(5p-26) EXISTING ACCESSIBLE PARKING STALL SIGNS ARE MOUMED AT EACH STALL WITH BOTTOM OF V 9 THE LOWEST SIGN AT 60'MIN.ABOVE ADJACENT PARKING SURFACE(TPP.OF 2)PER WEST ARCH -111111416 . bl'-4 I/4' �/� 36'-0" � DETAIL 6/501.INSTALL NEW VAN ACCESSIBLE'SIGN TO BE LOCATED AT STALL WITH u Oct a �I•i i'� -16 PASSENGER 510E ADJACENT TO 96'MIN WIDE ACCESS AISLE. a• = •lYU Wil• �� TPP. , (84D-04) REMEDIATION OCCURS IN(AD-ON �' (=.$I•) `� ..��� I I 18.. :l/ I (AD-05) REMEDIATION OCCURS IN(i4D-03) ' / I (AD-o6) REMEDIATION OCCURS IN(14D-03) a--'0 Li 4 0 4I '®' f :' �D SP-08) ..--"-"</ (AD-01) REMEDIATION OCCURS IN(AD-03) co S Q 18'-0 T rill-l / / (AD-08� CONCRETE IGURBS LANDSCAPE ASTING 01.4.2 RAMP t ORTIA(SEE DDETAIL SIDEWALK.,0 .1INSTALL NEW a F • �/: .. ' F••- 4 O (AD-o4) REMOVE EXISTING CURB RAMP t CONCRETE SIDEWALKS TO EXTENT NECESSARY. _' In Q T. - PROVIDE NEW SLIP RESISTANT,CONCRETE IN-LINE CURB RAMP AS 5HOYN 1 PER DETAIL v n :� .;,`:i I��� 9/501.SLOPE IN DIRECTION OF TRAVEL TO BE 6%MAX WITH 15%MAX CROSS SLOPE. ;_ V ® PROVIDE 5'-0"MIN DEEP X FULL RAMP WIDTH TOP 1 BOTTOM LANDINGS WITH 15%MAX Q SP-08 / MAX CHANGE IN LEVEL OR 112"WITH BEVEL. PROVIDE 5%MAX GUTTER PAN SLOPE. ;till SITE PLAN KEYNOTES 51 OPE IN ALL DIRECTIONS.ENSURE TOP AND BOTTOM TRANSITIONS ARE FLUSH WITH I/4" �D / 6 A0 -10) REMOVE EXISTING SIDEWALK TO EXTENT 5H0WN 1 INSTALL NEW WITH A SLIP 4 uT (5P-01) REMOVE EXISTING t INSTALL(2)NEW DIGITAL MENU BOARDS AS SHOWN.SEE DETAIL 2/071.0 RESISTANT,"LAMP BLACK"BROOM FINISH.PROVIDE MAX 5%SLOPE IN DIRECTION OF �, ••" TRAVEL t 15%HAX CR055 SLOPE.PROVIDE 5'X5'LANDING WITH MAX 15%SLOPE IN Q S �. / �� // FOOTINGS. LOCATIONS AND 10/071.1.LOCATE EXISTING UTILITIES PRIOR TO EXCAVATING tam ALL DIRECTIONS AT EACH DOOR 1 CHANGE Of DIRECTION.ENSURE THERE IS No 9 \ m ,►!i Jf//w/( "n pp CHANGE OF LEVEL OR THRESHOLD GREATER THAN 1/4" 1/2"WITH BEVFL. SEE Q __.�:.?�II N I4 (5P-02) REMOVE EXISTING DETAI CUSTOMER ORDER DISPLAY t INSTALL T LOCATIONS. ORDER A CANOPIES AS DETAILS 8/501 t II/5DI.REMOVE t REPLACE CONCRETE OR ALONE AREA OF NEW �� I` YOU - I SHOWN PER DETAIL 6/0710.SEE DETAIL 2/071.0 FOR EXACT LOCATIONS.LOCATE EXISTING WORK. FLOAT ASPHALT AT AREAS OF PARKING LOT ADJACENT TO NEW CURBS AS I,1 UTILITIES PRIOR TO EXCAVATING FOOTINGS. m 2 i NEGE55ARY TO MAINTAIN TYPICAL V MAX CURB.PROVIDE APPROPRIATE GRADED I f:0Z.,-;) 0 `j DTI.O ' (5P-03) INSTALL NEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS PER 2/DT1O.(OPTIONAL NON-ABRUPT TRANSITION TO EXISTING ASPHALT PARKING LOT.EXTENT 5NbWN 15 nI SP-26) TYP ➢� -'lA CSE-21.)) I 1::,, NC AT DRIVE TORE BOOTH)PATCH t REPAIR CONCRETE PAD AT DRIVE-TFIRU AS ASSUMED MIN WORK FOR ACCESSIBILITY COMPLIANCE.6C TO VERIFY WITH EXISTING PAVING SPECIFICATION .r EXISTING TYP X11 ' NECESSARY.SEE 18/DTI.I 4 20 DTII. CONDITIONS 1 CONFIRM EXTENT OF WORK WITH MCDONALD'S CONSTRUCTION MANAGER. (MINIMUM 3'TOTAL COMPACTED ASPHALT THICKNESS) N NGRE55/EGRES ��_ , / (5P-04) REMOVE EXISTIN6 t INSTALL NEW 6ATEWAY 516N PAGKA6E AS SFIOYYI.COORDINATE ll W EXISTING McDONALD'S , i I0 LOCATION WITH McDONALDS CONSTRUCTION MANAGER TO ENSURE BEST VISIBILITY FROM (AD-Il) FLOOR PIAN. Z (5P-21c ® 1 " "' RESTAURANT /, I SITE ENTRANCE.SEE DETAIL 6/0112 FOR MORE INFO.LOCATE UNDERGROUND UTILITIEStj \ PRIOR TO EXCAVATION. (AD-12) REMEDIATION OCCURS IN(SP-06) `S�a .- ' 6,700 SF / CAD-I9) SEE FLOOR PLAN. W HDN \ Q !•. SP 03 • y, (SP-05) REMOVE EXISTING I INSTALL(2)VIEW PRE BROWSE NEM BOARD PER DETAIL 12/071.1.VERIFY LIUF IJ/ 1 _T >* LOCATION WITH McDONALD'S CONSTRUCTION MANAGER 1 DETAIL 2/DTID. (AD-I4) REMOVE PORTION OF EXISTING LANDSCAPE 1 INSTALL NEW CONCRETE SIDEWALK TO I N NOTES TEST ALD'S ENGINEER RESERVES THE RIGHT TO REDDEST A PER ABOVE ) m (5P-06) INSTALL SPEECH/HEARING IMPAIRED SIGNAGE ON THE DRIVE-THRU GOD.t EACH DRIVE-TOW PROVIDE 18•MIN BEYOND DOOR LATCH FOR LANDING.COORDINATE SIDEWALK TEST AND/OR A CORE SAMPLE IF TESTS PROVE CORRECT,PER ABOVE SP-10 R ® SERVICE WINDOW SEE DETAILS 1/SDI t 9/A4.4.PICTURE MENU,CLIPBOARD AND PENCILS ARE TO REQUIREMENTS WITH(AD-IO). SPECIFICATION.TESTS WILL BE A7 THE E%PENSE OF M<➢WNL➢'S. T-, •�y�-i ° OTHERWISE,G.C.VILL BE CHARGC0. T BE PROVIDED AT EACH DRIVE-TMZU WINDOW. (AD-I5) REN"EDIATION OCCURS IN(AD-10) — e ® 4 I .+•FLM SP-OS ,r� '/ I (SPAT) PROVIDE MERGE POINT MONITOR MOIMTED ON POLE WITH FOUNDATION;EXACT LOCATION TO (AD-IG,) REIE/DIATION OCCURS IN(AD-01)4(AD-09) LOT LIGHTING RECOMMENDATION W N I I BE COORDINATED WITH McDONALDS CONSTRUCTION MANAGER PROVIDE 2"CONDUIT TO CASH J I z BOOTH JUX:TION CONNECT TO ELECTRICALDATAY H IB'O' 6 .1',. Q BOX 4 5 STEMS. m / Z S in EXISTING LOT LIGHTS TO REMAIN. VERIFY WITH cDON LD'S CONSTRUCTION S (5P O8) DESIGNATED PULL FORWARD PARKINS STALLS I SIGNAGE PER 1-BIN A dD5 MANAGER IF CLEAN/RENNIN OR NO WORK DURING THIS PROJECTN I. 15 STANDARDS.PROTECT EXISTING SIGN FROM DAMAGE 1 INSTALL NEW AT LOCATION %// SHOWN RESTRIPE STALLS TO BE(2)COATS TRAFFIC YELLOW `� � to - _'1' I CSP-09) EXISTING ROAD SIGN TO REMAIN.PROTECT FROM DAMAGE. "'kkk k." I`I.,, ; 9 (5P-10) EXISTING DIRECTIONAL 51GN TO REMAIN-PROTECT FROM DAMAGE_ o u = i a - •:' I I ($1,11) NOT USED. v ":F„ o ' / (5P-I2) REMOVE EXISTING,ASPHALT,LAIDAPIN6,CONCRETE CURS,t CONCRETE DRIVE THRL1 (� e GtQ� I > �' PAD A5 NECESSARY TO ACCOMMODATE NEW WORK PAVING I CURBING AT DRIVE THRJ n Jn $v`' 5 o cc ._-�.�•, ISLAND AS SHOWN PER McDONALDS SPECIFICATIONS.SLOPE TO DRAIN AS NECESSARY. "vnCaY�oOtti • SEE DETAILS 2/DT1.1,3/071.1 E 4/DTI.1 cJ ';?d o r15 I ,� ��P ' �iiKio 1 -26) /i I (SP-IS) PATCH AND REPAIR EXISTING LANDSCAPE AS NECESSARY TO ACCOMMODATEPARKING INFORMATIONoc :f., o•E af DEMOLITION AND FEW CONSTRUCTION.NEW LANDSCAPING TO MATCH EXISTING ADJACENT. TOTAL 3 ADA 9'-0'X 1B'-0'SPACES O 90' 1 Ducn`R Cu'(SP-O / I ENSURE PLANTINGS DO NOT INHIBIT VIEW TO DRIVE TIRE SIGNS. SPACES n v 0un `oucM 3 9'-0•X 1Y-J•SPACES O 60' m a ~-`L'c>?r, I �1' (SP-14) FEW LANDSGAPINI6 TO MATCH A:�JAGENT 1 AS REQUIRED BY IOGAL JJRISDIGTION - o�' a♦Qti / REQUIRE ITS.ENSURE PLANTINGS WILL NOT INHIBIT VIEW OF DRIVE TI-RO 1 DIRECTIONAL 71 3 N = 5 Na'r v oE'-6'X 17-3"SPACES O 60' 0 r°® ..�,�, y/.�'a2•4 IF Y SIGNAGE FROM CUSTOMERS. ® _ 1c o'T;i' � j J (SP-15) REMOVE EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONCRETE PAD AT 37 9'-0'X 18'-d SPACES O 90' t:o _ 0nm - ORRA. O ACCESSIBLE PARKING STALLS,ACCESS AISLES t GR055WALK.COORDINATE WITH(AD-05) N '"_, 5P ► /��, 21 V-0"X 1B'-0'SPACES O 60' ='Sa?�,, n• •a1 1(AD-05)FOR REQUIRED SLOPES.ENSURE FLUSH TRANSITION TO ADJACENT ASPHALT. `a v n"u�, 2 9"-0"X 1Y-11'SPACES O 90' o (SP-21 (5P-16) PATCH AND REPAIR EXISTING ASPHALT PAVING FOR INSTALLATION OF NEW CONSTRUCTION ..6:1:-. 5 _., caw{ --/ I SEAL COAT ALL ASPHALT WITH NEW ASPHALTIC LAYER.STRIPE PARKING STALLS AND SIGN LEGEND 2 9'-D•X,6'-G"`,"PACES 0 PARALLEL J a II •�® 0 �`/ SYNEOLS AS SHOW(.PAINTS TO BE TRAFFIC WHITE(2 COATS)AT PARKING AND TRAFFIC U c ` � II 4 -.- ' - e3 0, - 6 YELLOW(2 COATS)AT DRIVE-THRU.SEE DETAIL(/SDI,2/SDI,13/SDI UTILITY INFORMATION 0 1,22,,,,'. n v ) O ..14.6 • it I (5P-IT) APPROXIMATE LINE OF CONCRETE PAD TO ASPHALT TRANSITION. O "WELCOME"GATEWAY 51GN(2 NEW) o °o �® �' % E'.�.'•d SIZE TYPE LOCATION o o (5P-21}/ �5P-16 i E.a�? , ,r I CSP-18) NOT USED. OB CUSTOMER ORDER CANOPY(2 NEW) :S 0 cc5na, § 0 s�4 0 °_y�'.•J SANITARY SEVER EXISTING V o G= TYP I O L,(7 �—�� / j QN (`op-19) DEMOLISH EXISTING LANDSCAPINb,ASPHALT PAVING,CONCRETE PAD/CURBS AS NECESSARY E S=a V' EXISTING - • v. IT-II° I TO ACCOMMODATE NEW BUILDING ADDITION.SEE ARCHITECTURAL t STRUCTURAL DRAWINGS OG DIGITAL MENU BOARD(2 NIEWu PATER EXISTING o c.;..o 1NIGRE55/EGRESS� _, SP-04 - e '' 1 FOR MORE INFORMATION.REPLACE/REPAIR CONCRETE CURBS,LANDSCAPING t CONCRETE STORM SEVER EXISTING o °A 0 Y v•c Q 1� OD PULL FORWARD STALL SIGN(I EXISTING,I NEY'(1 r-':- n 0 C • 5p-13) `n PAD ADJACENT TO ADDITION AS NECESSARY PER DEMOLITION t NEW CONSTRUCTION. < w�,'o.'�,',•u o ELECTRIC EXISTING r 1 ) Q (SP-20) EXISTING FLAG POLE TO REMAIN.VERIFY IF LIGHT FOR FLAG POLE 15 MOUNTED To BUILDING, O ARE-mot t BOARD(2 MEW/( a F PI S o,2 ui SSP-10 I- 2 '-'1"' IF EXISTS,RB-10VE 1 REINSTALL TO ACCOMMODATE NEW CONSTRICTION. " ;'`'""'" "4 � GAS EXISTING - (5P-21) EXISTING LOT LIGHTING TO REMAIN. OF MOBILE ORDER PICKUP STALLS SIGN(I RELOCATED) W lySURVEY INFORMATION o S 89°54'18"W 191.11' I (5P-22) NOT USED. OG, 'ANY LANE,ANY TIME'SIGN(I NEW) m o o a ''o (SP-23) EXISTING 6A5 NETER ASSEMBLY TO REMAIN;PROTECT FROM DAMAGE. - V w( -N (5P-24) EXISTING TRMSFORTER TO REMAIL PROTECT FROM DAMAGE. o o n L' (5P-25) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN;PROTECT FROM DAMAGE. LEGEND . (5P-26) EXISTING CATCH BASIN TO REMAIN. (5P-21) EXISTING MANHOLE TO REMAIN. EXISTING CONCRETE CURBING TO REMAIN/REPAIR (5P-28) NOT USED. NEW CONCRETE CURBING (5P-29) EXISTING,BOLLARDS,PROTECT FROM DAMAGE.FINISH PER ELEVATIONS. EXISTING CONSTRUCTION TO BE DEMOLISHED (5P-30) NOT USED. (SP-31) REMOVE EXISTING GUARDRAIL FOR INSTALLATION OF NEW CONSTRUCTION.REINSTALL 4 NEW STRIPING ' PER DETAIL 10/501.VERIFY REUSE WITH McDONALDS CONSTRUCTION MANAGER INSTALL PLAN SCALE' 1' = 20' .,_'2 PER McDONALDS SPECIFICATIONS.FINISH PER ELEVATIONS.ENSURE 54"MIN.DEEP EXISTING LANDSCAPING TO REMAIN PROVIDED AT DOOR. STREET ADDRESS Ei (5P-32) INSTALL CONCRETE wiFELSTOPS AT LOCATIONS SHOWN.SEE DETAIL 12 SDI. --- NEW(LANDSCAPING 12388 SW SCHOLLS FERRY RD it-2. (SP-35)3) REMOVE EXISTING t INSTALL ALL W"LAMP BLACK'BROOM FINISH CONCRETE C' 5IDEIMALK5.COORDINATE REQUIREMENTS ( N Ai WITH AD-10). L_, EXISTING CONCRETE TO REMAIN CITY STATE (5P34) EXISTING BIKE RACK To REMAIN;REMOVE t REINSTALL TO ACCOMMODATE NEIN TIGARD OREGON - %'. I CONSTRUCTION.SEE DETAIL IS/SDI. • NEW CONCRETE L o o COUNTYa. EXISTING LOT LIGHT w NEWLOTLIAHTWASHINGTONEL-_ Is. �� -2 - a a 589°54'18°W191,11' J L-I ¢ W REGIONAL DWG, NO CORPORATE DWG,NO. 0 SITE PLAN .20 36-0105 11502 P ......2 0 5 10 20 40FT SITE PLAN NORTH ARCH I NORTH WORDMARK WEST PLAYPLACE 2 ■iii i`C• • �N 04) -(EN-0I) (EN 19 !3 •r1 N-OSI A3D ® CEN-99} (EN-01)-\E (EN 197 {EN-OI) ® EN-O5,9- TYP. TYP. .L ,T.O.PLAY PLACE WALL \- - aT.O.PLAY PLACE WALL _ \ _ �•Q 'ELEV.EXISTING �' .. , -,-.-/ p ELEV.EXISTING 6 fIf m W O [ , EN 19 v a T.O.PARAPET ¢ I I B 1 O i B T.O.PARAPET 1- 8 e Q ■ T.O.STOREFRONT `" — -.. _---__-. .. _ .. I T.O.STOREFRONT /— MATCH EXISTING -13 _ -_ - - MATCH EXISTING (EN-39 ■ ri iia D. ACCENT BANDf TYP. E',,`'.' I di.. --- -irI V ...._ ...___ __.. .----- ---- - - % (EN-32)-\\" % _ ._....._ _____..... _ ..... ....._......._.„ , I —— - ---. . ---. 1 EH-I3 T • I c. 6B.0.DT TRELLIS I I - eN-IO ELEV.al0'-II' ■ 8D.CANOPY/TRELLIS r B.D.GANOPY/1RFLLIS "I r—I 1 ■ 'ELEV.+9'-4" I �ELEV.+9'4' N-I2B) ,,. 1 T.O.STOREFRONT I (EN-14 I 6T.0.STOREFRONT li J ELEV.EXISTING TN-I2 ELEV.EXISTING (E 6� \://7' . I c *\ (EN-01)-N 1 • 6 T.O.WAINSCOT (EN 28 -• i �TA.SILLMU+IN5G0T /\ I u $ ELEV.+a-0" I!I ELEV.EXISTING J GTO.SILL / �TO.SILL / // 111 EXISTING I ( MATCH EXISTING I-- "MATCH ,r T.O.SLAB I I TD.`BLAB • • ELEV.+O'-O" ` 6. ELEV.+O'-0' (EN O3 ® 7E70 \-(EN-2,1\EN-OE:1)>/ ® 4-(EN-21) 0 IREED ® TN-12, 1671 ■ M. I EN-0 • ® NORTH ELEVATION ® WEST ELEVATION SCALE: 1/4"=1'-0" • SCALE IJ4'=I'-0° 010 WEST ARCH I a2c r ■m � . WEST WELCOME I �5 {EN-13) -(EN-0I) EN-05A-6, N e'... 10 NIP {EN-13) 0-04)- OS I-RIAD i�5F7: 4-TP-.) -15B LU HI TYP. TYP. \ 41P TYP. TYP. `�I ` /17/ N-12 A) _� ■ Q T.O.PARAPET W - - ELEV.alb'-0'� a \ / z ■ LL. B.O. ACCENT BANDd UM I EO. EQ. I ELEV.+15-9 I/4" a ilk o I T.O.ARCADE ,1 P 1 00��:°`4t el Otln- II; \, oPENING/i'RELLIS �•/ •:_g-'21. ¢°•.�?I fi I im��_ I I L I TI I I B.O.BoCANOPY$ o o f Q� ■ I -� —\ T.O.STOREFRONT, 1O � °i n;�,c'5 t 6. u�-:u ° I . ELEV.EXISTING = u°°,5 0 O o u o 0 r°.,°...12,1° ° ■ I I / N - �2,a„g ^ TO.SILL/WAINSCOT,y :.a g t o f u ELEV.EXISTING ,E, -_ A— 1111111 I Il I>JI C ° ° r.: T ■ II i' 1 V ITI TO.SLAB . °t_ ' ` ,,12210.11,:-.4.a • -TN-12A) 5+1-03) )-`�•7=� � eN-10B}.-® ®�EN-01) EN-Ob) EN-21 - N-12J( �� �IJ-la -(b-N-20) Y a9 (Ex-o1 {EN-2o) ® moi ` `YY. TYP. TYP. 4' 0o`o o c�c 73 I a° a �o3�ctii; eWEST ELEVATION _. • SCALE: 1/4”=I'-0" o ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND (EN-01) EW LAP BOARD SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR:BASE BUILDING.SEE (EN-19) MGDONALDS SIGNAGE BY OTHERS-UNDERRUC SEPARATE PERMIT.SEE SIGNAGE SUPPORT I. FASCIA SIGN WALL SUPPORTS TO BE VERIFIED WITH M+DONALDS AREA CONSTRICTION ' FCRAFTSMAN SCHEME SHEET A4 4 FOR TYPICAL DETAILS. NOTE ON THIS SHEET. MANAGER AND COORDINATED WITH SIGN MANUFACTURER. (EN-02) MEG 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:EUROWEST:E-WOOD COLLECTION SHEET A44 FOR TYPICAL DETAILS. 2. "'"DENOTES SAFETY GLAZING. R9 BLACK;SIZE:6"X36", R, (EN-21) NEW STOREFRONT TO MATCH EXISTING PER SCHEDULE(10"MIN.BOTTOM STILE o DOORS). (EN-03) EXISTING BRICK FINISH TO REMAIN. (EH-22) NOT USEDPATTERN:1/4 OFFSET RUNNING BOND , (EN-04) FEW PARAPET ACCENT BAND PER COLOR LEGEND,545 SHEET. B. TRASH ENCLOSURE!SATES MOT SHOW)TO RECEIVE NEW SIDING l BE PAINTED'BASE WATERPROOFING/SETTING MATERIAL (EN-25) MMHG)COIN COLLECTOR. BUILDING"COLOR GROUT:BY MAPEI (EN-05) METAL FASCIA(COLOR:CITYSCAPE).A:(PRE-FAB ANCHOR-TITE)B:(PRE-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/A4.5. GROUT WIDTH:I/6"TO 3/16" (EN-06) TILE-SEE COLOR LEGEND,THIS SHEET.CONTACT:JAN DETER,(114)151-1500. (EN-0'1) OUTSIDE CORNER STRIPS. RONOBC ROIOOTSDA(DARK ANTHRACITE)ALUMINUM,IOMM (E-ON) EXISTING CO2 FILL BOX TO REMAIN. (EN-26) EXISTING BULK OIL FILL BOX TO REMAIN;PROTECT FROM DAMAGE. ACCENT BAND: METAL-ERA CORRUGATEDT/8""S"PANEL 24 GAUGE; _ (EN-0B) MOVEMENT JOINT:DILE%L311310066(BLACK) (EN-21) NOT USED. COLOR:CITYSCAPE W �. (EN-09) ACCENT LIGHTING(ARCADE LIGHT)-SEE ELECTRICAL (EN-28) GUARD RAIL-PAINT TO MATCH SLRR.OMDING MATERIAL. a `C , E- LAP SIDING: JAMES HARDIE CEMENT BOARD LAP SIDING, 0 (EN-10) 12"HIGH ALUMINUM CANOPY FASCIA BAND(COLOR:WHITE)ON ALUMINUM TRELLIS (EN-21) PIPE BOLLARD PER SITE PLAN.FINISH WITH(2)GOATS TRAFFIC YELLOW MATCH EXISTING EXPOSURE Z FINISH. z =" ? SYSTEM(COLOR WHITE)A.NO(UNDERSCORE;B:GOLD UNDERSCORE. -''s: �^ (EN-30) EXISTING GAS METER ASSEMBLY TO REMAIN. W (EN-II) ACCENT LIGHTING(INTEGRAL CANOPY LIGHT)-SEE ELECTRICAL. BASE BUILDING: "FAIRVIEW TAUPE" Ir u (EN-91) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. (EN-12) ALUMINUM TRELLIS.A:(COLOCITYSCAPE).B:(DOLOR:CHARCOAL WITH GOLD (EN-32) METAL LOWER PANEL BY TRELLIS BENJAMIN MOORS MIG-85 ' Y �' R: UNDERSCORE). COLOR CITYSCAPE. 1 (EN-19) ALUMINUM TRELLIS TIE-SACK SYSTEM.(CALOR:CHARCOAL). (EN-33) NOT USED. ACCENT COLOR: "IRON MOUNTAIN" z V z ;-`2, UNDERSCORE). BENJAMIN MOORE.1213450 c'' ' n (EN-14) ALUMINUM TRELLIS 2")(0"WALL FASCIA. (EN-34) NOT USED. co I., i x o (EN-IS) LIGHT FIXTURE(WALL SCONCE) SEE ELECTRICAL.A: DOWN ONLY FIXTURE(COLOR: (EN-35) NOT USED. PLAY PLACE FIBER GEMENT SIDING 1-, G in -t C E WHITE)@:DOWN ONLY FocruRE(COLOR:SILVER. (EN-36) NOT USED. ACCENT: NIGHIHA VINTAGE WOOD COLLECTION CEDAR -� = (EN-Ib)NOT USED. (EN-31) EXISTING BIKE RACK TO REMAIN;PROTECT FROM DAMAGE. CJ -J (EN-11) LIGHT FIXTURE(RECESSED DOWN,INTEGRAL CANOPY).COLOR:SILVER-SEE (EN-'.'B) NOT USED. A7 Z?A2.0 1"L.', - #0,502 ELEGTRIGAL. (EN-UN) NEW FIBER CEMENT SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR:CEDAR.SEE 4 2•O (EN-IB) METAL LEI TERING-BY OTHERS.(NELCOME-COLOR:SILVER( SHEET A4.0 FOR TYPICAL DETAILS. C /'H x ELEVATIONS .L L CYO -05 (EN-o)- -N-051 © ! (EN-04)-\ I TYP PLAEL T O PLAY PLACE WALL Iii ■Q QELEV EXISTING - $ECFV EXISTING ii,TO PARAPET TO PARAPET • \r 'ELEV.+18'-0" _ I �ELEV.+I8'-0" A,13.0. ACCENT BAND II kB.O. ACCENT BAND I z "ELEV.+15'-9 1/4" (EN-I3 f EN-13) ELEV.+15'11 1/4" I L O TIT. TYP c7 4 I i Cr. .B.0. DT TRELLIS ELEV.+10'-II" 0 �B O.DT TRELLIS _abT.O.FREEZER/COOLER ELEV.+10'-I I" f "ELEV.EXISTING r U I o I Z Q 6 B.O.CANOPY I w `7 ELEV.+9'-4" j ■ \ f I Iw �TD.WAINSCOTLa s) 1. I - 1 GTO.WAINSCOT/SILL ^ _ '_ Y v G ELEV.EXISTING ELEV.EXISTING ■ 1 \ �4EI T.O.SLAB \; ELEV.+0,0" i' 6! I T!-156 ® EN-03) E- )-\ G4 (EN-24)- (a:C•: N • EN-31) -30) ■ Tl'P. FTP. I ® SOUTH ELEVATION ® EAST ELEVATION tyryry SCALE: 1/4"=1'-O" SCALE: 1/4"=I'-0" limnQIQ W ry•m -t,f f..0.1) 19) �_ N-osA} ® ® �� 7� -12e} �(EN-17) ® -12A} (EN-14) �D IrY8, TYP. TYP. Tl'P. TYP. i i T.O.PLAY PAGE WALL,), ELEV.EXISTING" - ■ WII I I TA.V..18,TW ELEV.+18'-0' TO STOREFRONT o MATCH EXISTING ■ I t ! c v u t ry EN-II) LI r' ,it 1-7 ■ � �-� ` iF B.O.CANOPY v J T;!`D o P c o E ECFV.+9'4 0 °6;n L n ° .C u ■ 1 r .� :.' 1 I . 1 i,, T.O.STOREFRONT, m V} .1',a E c°c.5:-: 11 I �t i / I . ELEV.EXISTING N .. I I / II © N y4 ° iimlr mmmmwrI V u$ca�0 TxI SILL °o°u` • T, •-or -- --- --- 1 .�� �-� ELEV.EXI5TiN6� CIS= ., o a°i°° ■ �_i_ IMO MOM\ 1 I' T.O.SLAB • Oo ° r E 12 1111111 ELEV.+O'-O' 0 0 2 S 3:; V o°n "nom I. {EN-2q) ,m,, {EN-23) 17:1ED -(SN-os) Ia-.CL,-) -(EN-14-) mg) EN-21l-(ETN-1543!) EN-28 OEM (55-21>-' @MCI INIED ! iiHS t o 0 EAST ELEVATION Is o E. N CU gra A2SCALE: 1/4"=I'-0" - I','u ). 2 a a ELEVATION KEYNOTES ELEVATION GENERAL NOTES COLOR LEGEND G os -L-:, GU (EN-01) NEW LAP BOARD 51D1N6 PER FINISH SCHEDULE,THIS SHEET.COLOR:BASE BUILDING.SEE (EN-IN) MCDONALDS SIGNAGE BY OTHERS-UNDER SEPARATE PERMIT.SEE 516NAGE SUPPORT I. FASCIA 516N WALL SUPPORTS TO BE VERIFIED WITH MCDONALDS AREA CONSTRUCTION CRAFTSMAN SCHEME SHEET A44 FOR TYPICAL DETAILS. NOTE ON THIS SHEET. MANAGER AND COORDINATED WITH SIGN MANUFACTURER. (EN-02) NEW LAP BOARD 51D1N6 PER FINISH SCHEDULE,THIS SHEET.COLOR:ACCENT COLOR.SEE (EN-20) HOLLOW METAL POOR!FRAME-PAINT TO MATCH COLOR OF SURRO NDIN6 MATERIAL. BRAND WALLS: TINE EURDWEST:E-IOOD COLLECTION SHEET A4.4 FOR TYPICAL DETAILS. (EN-21) NEW STOREFRONT TO MATCH EXISTING PER SCHEDULE(10'MIN.BOTTOM STILE•DOORS). 2. DENOTES SAFETY GLAZING. R4 BLACK;SIZE:6'%36', o (EN-03) EXISTING BRICK FINISH TO REMAIN. PATTERN:1/4 OFFSET RUNNING BOND ,' (EN-22) NOT USED. 3. TRASH ENCLOSURE!GATES NOT SHORN TO RECEIVE NEW SIDING t BE PAINTED'BASE WATERPROOFING!SETTING MATERIAL (EN-04) NEW PARAPET ACCENT BAND PER COLOR LEGEND,THIS SHEET. (EN-23) (RI-114C)COIN COLLECTOR. BUILDING"COLOR. &ROUT:BY MAPEI a' (EN-OS) METAL FASCIA(COLOR:CITYSCAPE).A:(PRE FAB ANCHOR-TITS)B:(PRE-FAB CUSTOM (EN-24) EXISTING RAIN LEADER TO REMAIN.DAYLIGHT EXISTING ROOF DRAIN OVERFLOW AT GROUT COLOR:ULTRA COLOR PLUS-41 CHARCOAL u ARCADE FASCIA). EXTERIOR WALL.PAINT BOTH TO MATCH SIRROUNDINS FINISH.SEE DETAIL I2/A43. GROUT WIDTH:I/8'TO 3/16' (EN-O6) TILE-SEE COLOR LEGEND,THIS GI ICLT.CONTACT:JAN DETER,(714)937-7500. (EN-25) EXISTING CO2 FILL BOX TO REMAIN, ACCENT BAND: METAL-ERA CORRUGATED a (EN-01) OUTSIDE CORNER STRIPS. RONDEC ROIOOTSDA(DARK ANTHRACITE)ALUMINUM,IOMM CEN-26) EXISTING BULK OIL FILL BOX TO REMAIN PROTECT FROM DAMAGE. 7/8""5"PANEL 24 GAUGE; Z t' (EN-08) MOVEMENT JOINT:DILEX 55510065(SLACK) (EN-27) NOT USED .J �' " COLOR:CITYSCAPE ,� �, n (EN-ON) ACCENT LIGHTING(ARCADE LIGHT)-SEE ELECTRICAL (E4-28) GUARD RAIL-PAINT TO MATCH SURROUNDING MATERIAL. 0) `-)-2 (EN-IO) 12"HIGH AUMIWJM CANOPY FASCIA BAND(COLOR:WHITE)ON ALUMINUM TRELLISLAP SIDING: MATCH EXRDIN CEMENT BOARD LAP SIDING, U (EN-29) PIPE BOLLARD PER SITE PLAN.FINISH WITH(2)COATS TRAFFIC YELLOW. MATCH EXISTING EXPOSURE 1 FINISH. -.L-- SYSTEM ;:, SYSTEM(COLOR:WHITE)A:NO UNDERSCORE;B:GOLD LNIDERSCORE. W N (EN-II) ACCENT LIGHTING(INTEGRAL CANOPY LIGHT)-SEE ELECTRICAL. (EN-30) EXISTING GAS METER ASSEMBLY Y TO REMAIN. (EN-31) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN. BASE BUILDING: BENJAMIN MOO E" `� �� `" (EN-12) ALJJMINIM TRELLIS.A:(COLOR:CITYSCAPE).B:(COLOR:CHARCOAL WITH GOLD BENJAMIN MOORE*HC-85 .'i_ ', ` C UNDERSCORE). (EN-32) METAL LOUVER PANEL BY TRELLIS VENDER COLAR:CITYSCAPE. ��;, (EN-13) ALUMINUM TRELLIS TIE-BACK SYSTEM.(COLOR:CHARCOAL). (EN-33) NOT USED. BENJAACCENT COLOR: 'I MIN MOUNTAMDORE x213430 rr (EN-14.) ALUMINUM TRELLIS 2"X8`WALL FASCIA. (EN-34) NOT USED. y (EN-35) NOT USED COG i Li a s �, EN-15) LIGHT FIXTURE(WALL SCONCE) SEE ELECTRICAL.A: DOWJ ONLY FIXTURE(DOLOR: PLAY PLACE FIBER GEMENT SIDING , , .7. r E, , (EN-I5 WHITE)@:DOWN ONLY FIXTURE(COLOR:SILVER). (ENS) NOT U'� ACCENT: NICHIHA VINTAGE WOOD COLLECTION CEDAR - (EN-37) EXISTING BIKE RACK TO REMAIN;PROTECT FROM DAMAGE 41 CJ c F (EN-I6)NOT USED. a 8-223 - p t,02 (EN-17)USW FIXTUREFIXTURE(RECESSED DOWN,INTEGRAL CANOPY).COLOR:SILVER-SEE (EN-38) NOT�� G ^ • 1 ELECTRICAL. (EN-39) NEW FIBER CEMENT SIDING PER FINISH SCHEDULE,THIS SHEET.COLOR:CEDAR.SEE H I (EN-18) METAL LETTERING-BY OTHERS.(SELGONE-COLOR:SILVER) SHEET A4.0 FOR TYPICAL DETAILS. '-' ELEVA710N15