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SGN2012-00151 3111 CITY OF TIGARD SIGN PERMIT Permit #: SGN2012 -00151 COMMUNITY DEVELOPMENT Date Issued: 09/18/2012 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2421 Parcel: 1S136DB02600 Jurisdiction: Tigard Name of Business: McDonalds Business Address: 11201 SW 72ND AVE Applicant/Agent: Brown, Terry Work Description: New wall sign. Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A- Board: No Sign Dimensions: 2' x 16'5" Total Sign Area: 33 Wall Area: 1738 Wall Face (Direction): South Sign Height: ft. Projection From Wall: in. Illumination: Internal Materials: alum /acrylic Electrical Permit Required: Yes Building Permit Required: No Total Permit Fee: $171.00 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: 4444* • IN CITY OF TIGARD RECEIPT q D . 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 188382 - 09/13/2012 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2012 -00151 Sign Permit - LRP 100 - 0000 -43117 $22.00 SGN2012 -00151 Sign Permit 100 - 0000 -43115 $149.00 Total: $171.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 3366 CCAINES 09/13/2012 $171.00 Payor: Ramsay Signs, Inc. Total Payments: $171.00 Balance Due: $0.00 Page 1 of 1 RE SEP 13 2012 CITY OF T1GARD City of Tigard PANNING /EN ,INEERING . a - Sign Permit Application f. TIGARD y' Mc�O.NVtbS WAV 1'Au . _5.-,1 . GENERAL INFORMATION Name of Development /Project FOR STAFF USE ONLY Site Me01‘X11,bs Address / Street Address Permit No.: 5 6 \ ■J .1-0 t ).-00 15 1 Location 11W% % AVE Approved By: Ulf* Suite 'Bldg. # City :State Zip p IT% CGfta , 3 O2.912 Date: l - /r /1' Name Receipt #: 189 3 9 Q Property SttvaG.f/e,Gn ?'`'P Map /TL #: Owner Mailing Address Suite Zoning: C - G l'.) 1P4 1 ga Allowable Total Area: 1S VD City: State Zip Phone si -Nul mt■J cSlb4 Tenant or Name Electrical Permit Required? fig Yes El No Business Mew +..DS Building Permit Required? El Yes [ No mr,,, Rev. 7/1/12 i:'• curpin \masters Bland use applications \sign permit app.doc Sign ilAwA%A•L ' I y3 o ' Contractor U•tihni address ■ Suite Q1(00 %.E.14 AvE. ir Sine Zip Phone REQUIRED SUBMITTAL ELEMENTS Y O LAN% cQ• 503277•' s.s Y (Note: applications will not be accepted Oregon t� „nst. Cunt. Board License # Exp. Date without the required submittal elements) 10'0'2 ❑ Completed Application Form Proposed Permanent Freestanding Freeway ❑ r 'g ❑ ❑ 2 copies of site /plot plan, drawn to scale Sign ❑ Temporary ❑ Roof ❑ Electronic (3 copies, if a building permit is required) (Check all that ® wall ❑ Other t » n > apply) size requirement: 8 /z x 11”, or 11 x 17' ❑ 2 copies of elevations, drawn to scale ® New sign? ❑ Alter to existing sign? (3 copies, if a building permit is required) Sign Dimensions: 2 ' >< 1 • " size requirement: 8 x 11 ", to 24" x 36" Total Sign Area (sq. ft.): 33# ❑ $171.00 Fee (Permanent sign, any size) Si Data Total all Area (sq. ft.) L3 _ 2. 111 $54.00 Fee (Temporary sign, any type) g " 1l' 11 xc 1' 1'1 (Complete all Direction Wall Faces (circle one): items in this NOTES: section) N 0 E W NE NW SE SW Height to top of sign (feet): 1.1sta is • Wall signs do not need to be drawn to scale, but Projection From Wall (inches): 1 I,g must include dimensions of wall face and sign Materials: le.Q. i placement. ALl� •} s Wall signs do not require site /plot plans. Will sign have illumination? [ yes ❑ No • Freestanding signs over 6 ft. required a building _ Type: ® Internal 1:1 External permit. Are there any existing freestanding or wall signs at this location, including wall signs that overlap a tenant space? l Yes 0 iOVER FOR SIGNATURES) l i '`. r- a hat or diagram of ali sign dtmer=siorts and s ;stare ' ?:)ta .1 rnust also be s..tbmitted: • r APPLICANTS: To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the "Required Submittal Elements" box. 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 authorization with this application BY SIGNING BELOW, 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, and 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 and 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 are required. (MA2 Appli ant Signature Date q/Y/ Signature of Owner /Agent Date `TcQCZ 3RO \) /t RLsj u Ev3To v.) soa•iii •'Iss Contact Person Name Phone No. City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503 718 - 2421 I www.tigard - or.gov I Page 2 of 2 • All NextGen 24" Raceway Mounted Letter Set '"'' Everbrite • MR Illumination: LED i 24" � n �� r ( 1 ` C Electrical: 1.6 AMPS 60.96 cm C B O 6 ,_ -)--) Power Supply: (1) Amperor ANP90 -30P1 16' -5" 500.38 cm Ship Weight: 4" RECEIVED 10.16 cm SEP 1 32012 PLAN /ENGINE RING v CITY of TI GARD PERMIT NO wo S o.v d ' -- [ ] See Latter to: Fol low.... .. ...::: Job a: Aft h . ....[ x �y' �` Dale: -' SIDE VIEW . NOT TO SCALE 6 " 15.24 cm Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com 8 7 I 6 5 4 3 I 2 1 I Rev: DESCRIPTION: DATE: APPROVED: ,_ (20) 3/8 -16 X 1" LG HEX 12 3/8 -16 X 2 -1 /2" LG LAG A INITIAL RELEASE 6/14/12 LO HEAD BOLTS & LOCK BOLT &FLAT WASHERS B NOTE REVISIONS 6/19/12 LO . ' WASHERS (TOP & BOT) • j D j . / O kik W /DISCONNEEC SWITCH PARTS INCLUDED FOR INSTALLATION: � j}1 j 0 1 96 46 - SLOTT 1 /4" " S LOTTE END CEER SPLI SPLICE /MOUNTIUNTNI NG BRACKG BRACKET �U'' j/ 2 CE /MOET 12 GA WALL 1 85 WALL MOUNTING /RCE BRACKET W /RIVNUTS - j b j MOUNT BRACKET 2 6" X 8" WALL MOUNT BRACKET W /RIVNUTS _ / 2 6 X 12 RCE MOUNT BRACKET W /RIVNUTS 2 6 X 4 ADAPTER RCE MOUNT BRACKET W /RIVNUTS 12GA 4.00 6.41 1 HARDWARE KIT WHICH CONSISTS OF: (2) 3/8" EYE BOLTS, c. (12) 3/8 X 2 -1 /2" LG LAG MOUNTING 12 3/8 LAG SHIELDS, (12) 3/8 16 X 2 -1 /2 LAG BOLTS, BRACKET _ 10.47 SHIELDS 28 3/8"-16 X 1 HEX HEAD BOLTS, (36) 3/8 LOCK WASHERS, 36 3/8" FLAT WASHERS, (6) 1 /16 DIE CUT GASKETS REMOVE #10 PH PNHD SCRWS POW SUPPLY 24 1/4-20 X 3/4" HEX HEAD BOLTS, LOCK WASHERS, WASHERS, FOR INTERNAL ACCESS AND NUTS I 30V (INTERNAL) 197.00 0 w ___ 0 � �� _ , X • i ° o, _ WATERPROOF N o AA a S- V B V OCH /DISCONNCT 0 0 c c _ . Cr CD INTERNALLY ILLUMINATED UL SECTIONAL LABEL B M W/1 /2 WATT LED'S EACH HALF, LA094300 B Si 0 a) a) ce C O fi INPUT: 120 VAC, 60Hz, 1.3 AMPS MAX O OUTPUT: 30VDC, VOLTAGE REGULATED, 96 WATT, APPROX. .75 AMP. 6) — OPERATING ENVIRONMENT: WET, DAMP, DAY -20 DEG C TO +70 DEC C 2 o CIRCUIT: (1) 15 AMP REQUIRED 0) AREA: 22.6 S FT (ACTUAL), 32.8 SQ FT (SQUARE) UNLESS OTHERWISE SPECIFIED: NAME DATE PRODUCT: NEXTGEN WORDMARK 0) DIMENSIONS ARE IN INCHES DRAWN LO 4/2/12 DESIGNED WINDLOAD: 150 MPH WIND SPEED 3- SECOND GUST - EXPOSURE . COMPLIANT WITH TOLERANCES: j FRACTIONAL *_ 1/8 CHECKED A o A NATIONAL BUILDING CODES AND STANDARDS (IBC, UBC) .X =2.06 .XX= 2.03 N .XXX = 2.015 .XXXX = REAM DESIGNED TITLE: ASSY,MCD,NEXTGEN,WORDMARK WIRING: SIGN IS TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE MACHINED± .5 ANGULAR BEND 21 PROPRIETARY AND CONFIDENTIAL 0 O INFORMATION NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE LOCAL CODES. THIS INCLUDES THE T IN E THIS DRAWING IS THE SOLE N PR OF EVERBRITE, LLC. SIZE DWG. NO. REV PROPER GROUNDING OF THE SIGN. �E ver b d ANY REPRODUCTION IN PART °c.i lacy Sy Divliiar. O WRITTEN PERMISSION OF HE 6 IN4496105 B c.1 EVERBRITE, LLC. IS STRICTLY cv DO NOT SCALE DRAWING PROHIBRED. SCALE: 1:50 SHEET 1 OF 2 I I 6 i 5 t 4 I 3 I 2 I 8 7 1 8 7 6 5 4 3 2 1 • Rev: DESCRIPTION: DATE: APPROVED: ° A INITIAL RELEASE 6/14/12 LO O ' ° 12 GA 6" X 8" WALL MOUNT B NOTE REVISIONS 6/19/12 LO '4, 12 (2) DIE CUT GASKET (POSITION D ° • BETWEEN BRACKET AND WALL) ° , ki 6 -TOTAL ° i 1 • 12 GA 85' CENTER WALL MOUNT MOUNTING INSTRUCTIONS: • / kt RACKET 1. LOCATE AND MARK THE WALL MOUNTING • LOCATIONS ACCORDING TO THE ILLUSTRATION BELOW. A 2. DRILL 5/8" DIA.X 2 -1 /2" DEEP HOLES. (HOLE SIZE — 3. MOU T CENTER WALL MOUNTBR S ON) IN � ,+ ° • ° ° ° (8) 3/8" LAG BOLTS, WASHERS, AND SHIELDS (IF i ° ° \ NECESSARY BY THE WALL MATERIAL). MAKE SURE THAT THE CHANNEL IS LEVEL AND THAT A 12 GA 46-1/4" SLOTTED END • O o DIE CUT GASKET IS PLACED BEHIND. I SPLICE BRACKET %� ° ° ° ° 4. MOUNT THE TWO 6' X 8" END WALL MOUNT BRACKETS, ENSURING THAT THE DIE CUT c ,�� ° ° GASKET IS PLACED BEHIND. USE THE SAME i i , ° ° HARDWARE AS PREVIOUS STEP, AND LEVEL . WITH THE CENTER BRACKET. 12 GA 96 "SLOTTED CENTER ► °° 5. OPEN THE SIGN BY REMOVING THE #10 w SPLICE BRACKET , ° • I. ° ° MACHINE SCREWS AT THE TOP OF THE � ° ° °° % RACEWAY COVER. HINGE SIGN OPEN. USE Z INJECTION MOLDED LETTER 1� °° CARE WHEN HANDLING LETTERS AND PROTECT W/ .080 ALUMINUM BACK %, THE SURFACE OF THE LETTER FROM DAMAGE. 0 AND RACEWAY ' 6. SECURE THE SLOTTED CENTER AND END SPLICE 0 0 0 12 GA 46-1/4" SLOTTED END '° ° ' • . BRACKETS TO THE BACK OF THE RACEWAY SPLICE BRACKET USING THE (24) 1 /4 -20 X 5/8" BOLTS, LOCK & 1, FLAT WASHERS, AND HEX NUTS PROVIDED. 3 �� ' /v 7. CONNECT 30V LEADS TOGETHER FROM EACH o B END WALL MOUNT BRACKET Vi END WALL SIGN SECTION (RED TO RED, BLACK TO BLACK). B 55.88 _ MOUNT CLOSE AND SECURE SIGN WITH HARDWARE CENTER WALL MOUNT BRACKET , BRACKET PREVIOUSLY REMOVED. 0 49.00 24.00 24.00 24.00 49.00 8. LIFT SIGN ONTO THE MOUNTING BRACKETS . ND POSITION LEFT TO RIGHT AS REQUIRED. -Ti I A 9. SECURE SLOTTED BRACKETS ON BACK OF SIGN • WITH BRACKETS MOUNTED TO WALL USING I ... ° e e : e SUPPLIED (20) 3/8 -16 X 1" BOLTS AND WASHERS. 0 • +s 10. FINISH WIRING THE 120 VOLT PRIMARIES AT THE — � ...NI 39.50 _ - 85.00 - 3 - RIGHT END, LOCATED WITHIN THE SWITCH a ° 0 176.00 JUNCTION BOX. 1 1. TEST LIGHT THE SIGN. LEAVE SWITCH ON. LEFT EDGE UNLESS OTHERWISE SPECIFIED: NAME DATE PRODUCT: NEXTGEN WORDMARK °' DRAWN LO 6/14/12 OF LETTER " M" BOTTOM OF LETTERS D IMENSIONS ARE IN INCFES i C TOLERANCES: A FRACTIONAL± 1/8 CHECKED A 9, .X = ± .06 .XX = ± .03 WALL MOUNT LOCATIONS .XXX= *_.015 .XXXX =REAM DESIGNE TITLE: ASSY,MCD,NEXTGEN,WORDMARK N ANGULAR: PROPRIETARY AND CONFIDENTIAL MACHINED ± .5 BEND ± I THE INFORMATION CONTAINED cp i • IN THIS DRAWING IS THE SOLE H . ; • � • i� • PROPERTY OF EVERBRITE, LLC. SIZE DWG. NO. REV N .V • • ANY REPRODUCTION IN PART : • Everbn O AS A WHOLE PERMISSION WITHOUT T THE B IN4496105 B N t ® � � EVERBRITE, LLC. IS STRICTLY cN DO NOT SCALE DRAWING PROHIBITED SCALE: 1:50 SHEET 2 OF 2 t 8 7 6 5 4 3 2 1 i ORDER X i __- (HWY 99 ) - -- RA IHE PENS. &I ONMO NOTES °DNilt SIGN � j ROAD SON AND BASE NE ay _ - - -. _ CONTRACTOR. CONDUIT AMO M An BY THE I 4 -- _ __ __ _ -_ SW PACI FIC __� - -- - -- ). R.SES. A•1CIIOR BOLTS. CONDUIT. AND INNING FOR ALL OTHER 9tl6 PPE j BY NE GENERAL cNANmFCraR. T. ALL COORKIORS NE SPEC..., MICK° NMI THE LOCATION AO /OR __ -- -r- ELATION of CoSTNG UiLTES MID SURFACE FEATURES. AS SHOWN OM THESE STATES, NC. DOES NOT _ __ \ -_- _--- �.-.�- -.-_ • 4. - CONTRACTOR BEFORE CT N TO APPROPRIATE SHOWN IDUT E AT LEAST THAT LOCATIONS - - -_ -_ - -- — _ if../.. _ HOVE ED ANY LOCATIONS _ - - YMN APP %W FROM THESE IGrUGE L ARE REUtNE TO THE DRNE TANNER M!WNY - _ - - - - -_ - �, - C PDUIT. PAVEYEM ° W SMAL BE TEp MOY iT PANS . — �— __ - ./ �� 5 SGFACE S MANUFACTURED m EVERBMTE, WC. SOE COSTING SGwGE -- - --- \ ...,'\ /I' \, MAY BE RE - USED FM THIS roam, CONTRACTOR SHALL CONFIRM ALL NEW - �'-- S�OMGE WITH OWNER PRIOR TO PLACEMENT Of NNE NONAGE ORDER MTH z - -' �- :NST DETECTOR LOOPS) TO BE A1� A PROPOSED ELKTRK 51570 ONLY. FOR LIGNTND A C DC 0E1 TON S0STEMS P - - -- KLED REPLACED AT EXISTING DRIVE - EL 7HRU WINDOWS _ -__� WINDOWS AS DIRECTED BY \ ARE SHOWN W SCHE.wTC ONLY. EXACT LOCATIONS SHAT BE OETERWNFD W U THE ! F TUNER'S NS'RUCNONS -- – MEDOMALO'S CONSTRUCTION MANAGER �„ _ – – – – – – �. GRAPH SCALE >. I PN F • T O ° a R f E uRul'r 5OL E P STW° r UIUTES 'N�' RUM TO THE TENONS ELECTRICAL AM PUASIG ORA*INGS. PER -- /� YELLOW PAINTED - -- —_� I 20 WDDNWD'S. FOR unm SERVKE ENw as LOUTO STS. sic AEUITNG. • / 'THANK row I e. REFER TD SHEET SDt AND SD4 EM ALL APPI SPE NS. OETAl S. C II 4 WHITE W / r SRPE LINES / ) SITE PLAN NOT %� I ( I5. Fir ) NE MY OF TACONAA AND ANY ADOPTONN KRIM COMMONS. v _ ___ -_ � HIP l / . : 1 / / I Inch = 20 K .. ALL oaN[N5DN6 ME TO THE FRONT ME OF CUM UNLESS NOTED OTHDAWSE. • % [ ] � � ®���)�!� 1 2. NA THIS PERYR. AL IMPROLdFNTS ARE PAIWIEL AND PERPENDICULAR TO THE � ' \ / S PROPERTY LINES UNLESS NOTED OTHERWISE. 6 X18 / L \ j/ C , EAST AND PIE L ANDSCAPE AREA - 't CONGG CUR - , 1 I E ` CONTRACTOR E1R1 P CI1 TO R - S. P S O O M P N SPOU15. ' IKDMI° % / // I . 6 YELLOW PAIRED 1 • FOR mE SOWWT Q/ COSTING CONCRETE AD ASPON.7 6C FO IKEA. I / ' S E RIPE I / A _„ t, •. 7105. PROVDE cIFAN EDGE a sEA.vrt KONG coNNEtn°rN SURFAC NIIN MW R Ac / \ X \ EXISTING i\ / % ' , McDONALD RES ANI � II HE PAINTED `• �' i A 5TANNOANDS. OF UNUSABLE MATERIALS W ACCORDANCE .1 cm ` • / \ '�. 'l°7 ,. / I / 3,0801 S.F. / / - A 1 ' ' 3 e. NA 7105 Prnwr ALL SIDEWALKS TO a CONSTRUCTED PER Orr /A°A STANDARDS. \ .� / RAC/ ' c. G18 R REINFORCED S F • .7: KL T ,ANDSCME ANFAS 51021 BE RE CO TO E%6TW° COWR105. OR °0° BE RS. `- ACCE A SPHA LT Al ZON C UT AND REM ' ENCRETE I� ,I Cr T -- D 9 SI MILAR I5 T OF L TYPE/DENSITY, G, PLACED V MENACE MONUMENTS N0/ON MARKING (T �`• SIMILAR W TYPE / OENISIIY , E DSPIACm BT NEW SONAGE/IYPROVEYENIS SPINLi ANU CO N Ew A SPIW . TE CONCRETE ReN T w'd WHITE PAVEMENT / PAVEMENT AS REWIRED PATH STRIPING, CURB RAMP AND '4A l (TM) ILA SIGNAGE PER DETAIL SHEETS. CONTRACTOR MUST I $ THE STD OTST RADIO ND PP- DEMONSTRATE ADA COMPLIANCE (MAXIMUM 2x SL CONC RETEB � ' a i i ' PIeOA TO W A.IATION OOR CONSIRUCTON. CONSIDERATOMS APD A•PROVED � �� THIS PER I, NA M. A MARL ETI PER I REL O UA L PUN / 1 PUT AAPPROVAL oafs NOT AMIANOE APPROVAL APPROVAL OG A NAND DISTURBANCE PERMrt R NP t, Au maul wAWATER MARL BE oscnu+cED N N AaEOwrE NATURAL URK / / , I - Mt/ - i 1M HERMIT • I TK OEVFLADEVELOPER 5 REOU RED TO PROVIDE FAOMTC STORM ' 12. C B RA TER SYSIFNS. W K[OROAN[E ram SUTRF Cm STANDARDS. O _ ,e. NA THIS PENNE INTERN STORM RATER DRAINAGE CMTR0 W ODE FARM OF \ / \ \ MI r f.' A SILTATION CONTROL YF>SNWES APE PEWIRT H re re \\ I% P�VSON OG SILTATION CONTROL SHALL BE WSTKLEO K REOIAPED 07 / / I �/ \ \ \. , e' REINFORCED •.• `'' .� N # iKDM CONY OEVFLOPYFNI AND /dN OEPARTYENT O PUBIC 4/ORES. F rNE / � N CA BETE TNU 1 L S5 505 E 5 T NO SL ATE YET -� '� ASPIMLi PAr D / NNE R i l # 15. MA THS FERMI. NO SLOB SPILL E %GEED S1 IM:N MUM , IENNIS L/ - / D /� ® / I I L IE NN TRIO Kamm ALL DSTNAIBED EARTH AREAS Imp. SUTTEE Cm - .... / ' \ WHITE PAUL _____ \ \ \ ' / / I - A " P ROM( AY SPILL BE NrOROSEE[IEO. 1 PROVIDE AM'OWTE OR STR EET PNWWG FON COMSTD 005€! 1 5. I LIA RION G (TIP) YELLOW PAVEMENT / 6 r / ' X . • * Et_N01C 5ONDMONAtlN MIEFEB) MUD FROR AND EMPLOREE AWING ON NCR-SAWED AREAS SHALL BE 1 1 CURB/ I ,..•' / MAMARKING 17 E o R vFmCLES S ONTO THE PAVEMENT CAUSING NA)ARDOUS ROADWAY ANC t / / ' � i �' � �/y , �lu . � � VICINITY MAP A �9 g• • - / NEw rnA4H '� y '/ AR ROW / / � \ / ' .//� MICA _ _ I I PAVING SPECIFICATION ' + d ! / ` / �.- ff/ N�AR LLjf°I VEY / / / _ Y . TI OS) V / PRMRY U 10/ � � � / y / rEUOW P 30 _. � : 1 BE LAID IN TWO (2) UFIS NO ICCOIi0E1C TO ODOT SPECIFICATIONS. 7SPECIFICATIONS. N5. / - C , �1fl 7TRIPE ( " • ISTINC WINDOW R FINISHED THICKNESS Cf PAVING TO BE 11'. A MINIMUM 6 STRIP b v \ 1 ■1 ,/ O / WI ASPHALT PAVEMENT , //� / / i IIII ' . I REQUIRED. ALL AREAS I UNDER BUEDING AND PARKING TO IN ,1 I 1 WIVE PAVEMENT _ �'� -_ _ _ _ __ �E� ' �� / S uARKING ( 11P ) ' PAVEMENT DRIVE U j / 4 _ - _. COMPACTED TO A MINMUM OF 95% OF MAXIMUM DRY DENSITY Ti 4 ACCORDANCE WRH ASTIR D- 0698 [[[ Q - PAVEMENT WINING (hP (V 1 NOTE : YmOMAID'S PROFCT MANAGER RESRVES 15€ i / �� - 1 1 I I RIGHT TO A COMPACTION TEST A D/CN A CQE i \ : EXISTING SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE 1 ! u DONALDS RESTAURANT EODR — / / , OF AVEMENi MANNINT P ; Q � � (BCD 41 ',. I % LOT LiGNTING RECOMMENDATION sa § L d i E' 1 ' - _. - -- -� / ' v ! ,,/, RLP MED DE: - p p ' 1 / , — — ���� ' � � f . o j. • • hMEN (TT") ) I 0 tit' — '� 1 DMA ] f \ _`- /- "y / / ' P INFORMATION en 1S;j WHITE PAVEMENT `� \ , � ` f l,' PARKING 1 ajl� ARKING (Tye) /' pi M , h e ! / S FDTAL 4s TRACES r x 1W • w• lQ 1 Ci�� 6 ., / w nDE PAVEMENT / / ////////// 2 "�® SILTATION ` WIN ■ ' �i o '` �: - \ ' MARKING Ow) / •_ Also 7 R ` / 45 Q )A • 01 S.- / /• UTWJTY INFORMATION C i j E i i E CCC#i / ��� SIZE TYPE LOCATION • / / / �� �4 j / S R wwM SOW 1f ICU A ( J S ,— � 41/ %� E ATER r IDa x , / / / / . %' AW. : , .. . ' j / STOP SEWER X 1111:0( 111:0( x ' 3 G DIMENSION PLAN SCALE 1' =20' =MC X m x j I E ^ DESIGN AND DEVELOPMENT CONTACTS: SITE INFORMATION: I' SIGN LEGEND 1 S URMEYINFORMATION a g ' '$i C DEVELOPER Mc DONALD'S USA. LLC TOTAL LOT AREA: 5.X ACRES • /REIWWED �' 12131 113TH AVENUE NE. SUITE 103 EA PROPOSED ERS N COO. ODOR D DlTU ON SNEER SDI NO 1�y C ONTAC T : ADAM BRANDENBURG BUILDING AREA 3,0801 S.F. WA 98034 RIMED FT N SS TO R C RECEIVED e CONTACT: 9TE ADDRESS ' 1201 SOUTHWEST 97223 72ND AVENUE RIMED US MEND T INS F REPS D RNA a SKEET sot NO LTC: R (425) 242 -2488 IIGARD, OR 97223 MNAFPE'U 'lalxuc'll»rs FOR AtiUIWO o L EGEND IROWYD AFLNIIE KMI GV COR NI 762 I TO ]ET/L CN WET SOT MO ^ CIVIL ENGINEER CORE STATES GROUP 1C (AL PROVIDED W /ORIGINAL PLAN 52 SPACES OKFNTAEAS NNS!MKIDxs F1/676.11014 II. � h SO CRESTWOOD EXECUTIVE CENTER, SUITE 500 S � S � S S GB L w TOTAL PROVIDED W /NEW PLAN 45 SPACES PROPOSED ' NR TAR NY Tor BON. R YER D DEW ON SMELT SD MD �O�ES A. LOUIS, MO 63126 o w'R"'°( IOTaKnows FOR AO'"N°A S EP 1 L WATER CONTACT: PATRICK BENNETT w N • • MOLT CD 1Pi70 8 . (314) 843 -4320 CONTRACTOR SHALL VERIFY ALL SOLACE WIN OWNER PRIOR TO _ _ STORY SEWSEWER R 5T� dleq ELEVATION (78.0) S .- SIGN ORDER REQUEST FORM. vERBY WHETHER EXISTING SIGNS WILL • I CITY OF TIGARD CITY HALL BE RE- USEABLE, BASED ON CONDITION AND CNNER'S REQUEST. _E_� • E_ {_ F IEVATDN I 77.D I I 13125 SW HALL BOULEVARD VERIFY SIGN LOCATIONS WITH wDONA10'S RFPRFSFNTATME. Oc' T 'G A RD ?] TIGARD, OR 97223 PLAN SCALP: 1 " =20' __ L ` � CONTACT: w,r G STREET ADDRESS MIL i (503, 639 -4171 CON 0R TO COORONATE WRH MCDONALD'S ACM TO DETERMINE p�NNWGI� ]s Y A�4 n L EXACT LOCATION OF ER PROPOSED TO TOS O DE BOARDS, AVOID EU G CANOPIES, D uTI LITY C PIES. V� AQS • 11201 i2O1 SOUTHWEST 72ND AVENUE FOUNDATIONS N ER A NU STING UTI PIES, TS. LO COTIONS TO BE STAKED / APPROVED BY OCR PRIOR TO POURING O b CRY I STATE GENERAL NOTE: fgNW,ONS. J ` a s ° T;GARD j OR EX :ST NG ASPHALT PAVEMENT TO BE REPAIRED / REPLACED AS C C OUNTY' o DIRECTED BY MCDONALD'S AREA CONSTRUCTION MANAGER. WASHINGTON PARKING LOT TO THEN BE SEALED AND RFSTRIPED. g • ' v O t REGIONAL DWG. NO i NM110TEAL NUMBER C O M1 q ���� yyy yLN O _ 3 S 1 036.0260 1 )0000( SITE PLAN 4 l9 (02) Mccoi1� 13 CITY OF TIGARD A2 , Eli Ns O l ' Approved • f ] �' Conditionally Approved - e For only Q�s rib i n: I ) _ _________ __ __________ _ ______= ______ _________ __ __ ___ , = = - �- t I 7a7 PERMIT NO. FA All sw V \ iv q . • IMF .: $ ,'.�',' o the work a. $� i' I, v " 41LYJ.20))- `/.i�.( 1= _ ------ _;' See Letter t N. o Follow p p J 5. - I I "-- - - -- - =:I� ■ o 1 ., Job Address: / /J Attach f K] ii AI 1 1 I C', //Jot uhf 71 � I �c .,__ 5�l Date: - /j -!2 - __ __ __ __ - - - - �: ° _...._9.".........._...... , -__" c -- - --� © 1 - - __ :_-^, t (411 -) o ., .___.' f:; __.__� EXISTING COLUMN AND L _ ' � FRFE)_R I1 1 WC WALL ENCLOSURE TO p ∎-, • 1' to i _J t l . I REMAIN a o iii o 2 4 ' __-... 11 01 I ..' ' A ' ;'1 - NEAGH CORAL pI C I . .7f ' �� I 1 C 1 I I , . �' 1 - ANroRS' I II 2 11 - a ii j\ 1 .I F� I I l _ ® -� � �uSTCVER I , - o W / / l` II J I I ! _ '� 1 I SE1C210E 7 NIN "CCj I ` �' - II 1 I L � ` I N ®R II i! ( ° W�/a I, - 1 1 H� s ° \ - of II - - I. III IIIC N II ° I II r 11 ii ;' E.Ii F CE SS STInG ; LO I IN CA PREP cOB a r/ 1-1. V'C4 w i. (I::81 III W , Q u - ft __ Ex C 1 11 M © , L 4 e ( EXISTING COLUMN I ' 'I E 5 '...1 OT I AND WAIL I I ILL i g`O "s ENCLOSURE TO + D ' � UT L11 REMAIN I I I . o iM3 e-4 Altai 1 i ' 107 F ITCHEN E e 4• I rl ° I g1 I I n l l ;� / / /1(I III Al . '.4, • Z I + ;" a C C I) w I -- r�yY CREW Root/ - i� . 1/2' I O v I< 11'1 PEAR ® ORE F PRESENTER ' y •� • I eel y � M I 5wi CPGEAIR I ; yq y ' `� / 6 W 4 O - - - M - • -•--• (6.A3-) CO 6� , 4 . CO - - - I t - 4 tip w I y 11 � , C a 5 f € S A IS M G d p t __ _ ___ _ ___ _______________ __________________ _____ __________ __________________ _____________ __ ___ a W • _ _ - sc= = =c _ __ ____ __________________ __________ __________________ __ �__: =_r__ =rr _ =:yam i 7 irk ♦ -2 1 1 ca c.. C 0 c 11 I IU: hI U / O / \ \ M Q / OOPN O \ >A)in0cv.) rtwv1 xQn5 (N3� Al ��a _ -o° W N � a s Y a � fENFRA T100R NOTES• J a � \ ' Q 1 STR O O MCC- -TIE W 1. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. 7. SIGN: MOUNT ONTO DOOR. TO REM - THIS D'10R MUST REMA�N KEY NOTES GENERAL NOTES 'w 4 ' a : a °° 1= • HTC4 • T J 2. THE OPENING FORCE OF ALL EXTERIOR PUSH /PULL DOORS SHALL UNLOCKED WHENEVER THE BUILDING IS OCCUPIED/DURING BVS'NE55 v • w 1. EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF FINISH UNLESS O 48 j NOT EXCEED 8 -1/2 IDs. HOURS.' IY NEW BRAND WALL GYPSUMISE NOTED. INTERIOR DIMENSIONS ME TO FACE OF LO CONT. TOP PATE i STRUCTURAL MEMBER OR STUD Q 3. THE OPENING FORCE OF ALL INTERIOR PUSH /PULL DOORS SMALL D OOR B sfivl GYPSUM BOARD, SEE A].1 FOR EXTERIOR WALL ASSEMBLY g SPANNING BOTTOM CHORD 0 NOT EXCEED 5 IDs. '-FRONT TYPES. SEE 2/At.1 FOR INTERIOR PARTITION TYPES. SEE (N LATERAL W 4. PROVIDE PANIC HARDWARE FOR ALL EXTERIOR DOORS AS NOTED ON I. HINGES: HALER 887250 US 260 4 1/2 r 4 1/2 - t PAIR AND O BRACING TO 4' -0 ' O.C. = THE DOOR SCHEDULE HALER 881279 US 26D 4 1/2.4 1/2 - 1/2 PAIR ENTRY EXTERIOR ELEVATIONS FOR WINDOW TYPES Q 2. SEE SEPARATE SITE PAN FOR SIDEWALKS, RAMPS. ETC STRUCT. CONT. 2% FIRESTOPPNG AT CEILING 0 5. ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT 2. LOCKSET: HALER /7115 (mo0iii4A) US 26D )EAD BOLT WITH D/T l 0 ' T TH P REAR 3. CC TO PROVIDE AOA SIONAGE PACKAGE AND INSTALL SIGNS AT - M ABOVE O \ RE LEVEL (TYPO. (n PINCHING OR TWISTING OF THE WRIST TO OPERATE 3. WALL STOP: HA 2 36W LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS tj 4 -0' O.C. 4. COAT HOOK: BRADLEY 232 ROBE HOOK, INS:i1E FACE OF DOOR AT 48' NE CANOPY SYSTEM ABOVE BY OTHERS - O - DUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: d W000 STUD PMnT10N TYPE: W DOOR FRAME REMARKS A.F.F. FORREST PERMA -SIGN a TAG SEE A3.3 FOR NOTES - SEE ROOF PLAN N m MATERIAL SIZE TYPE MATERUtL TYPE FOR DIMENSIONS 9292 1ST STREET, BOX 588 Q Cr i CO - - NEw ROCHELLE, NV 10602 t!7 1/2' GYP BD, CLG AS • A' 2.4 Q 1 ALUM. 3'- 0 -0 3/4 A ALUM. A EE SCHED NEW GUARDRAIL SEE 14/A4.1 FOR DETAILS WWW.FORRESTPERMASIGNS.COM a FYI 1/2' CEMENT SCHEDULED At 2X4 W/BATT INS. ANODALUM. ° I (800)214 -8765 CO Z I e- -I BOARD OR • B" • 2 +6 O DOOR \ - 0 ROOF LADDER (EXISTING) 4. MAXIMUM OCCUPANCY SIGN TO BE POSTED PER LOCAL CODE. O Q PLYWOOD BACKUP 'B1'. 2X6 W /GATT INS. Q' DOOR A w NEW ST OREFRONT SYSTEM - SEE A3.1 FOR SIGN FURNISHED AND INSTALLED BY GENERAL CONTRACTOR In Z Q EACH SIDE. 1/4 TEMP. 5. ALL FRAMING LUMBER (SILL PLATES) IN CONTACT WITH CONCRETE O A 'C' • 2 +6 Q 1. CLOSER: LCN 4021 18 0 N O TE S - SEE ELEV ATIONS FOR DIMENSIONS N w U DUTCH EXISTING C1 ,� GLAZING c FINISHES _ 2.8 W /BAIT INS. I 2. HINGES: OFFSET PIVOT ANSI -A -156.4 GRADE I; PROVIDE EXPOSED SLAB SHALL BE PRESSURE TREATED IN ACCORDANCE WITH IBC > (n L PARTS OF CAST ALUMINUM ALLOY, AS SUPPLIED BY DOOR 0 I / ' c 6. PEDESTRIAN ADJUST A PEDESTR ENTRY/EXIT DOOR CLOSERS TO A Z 0_' A NEW TRETE ABWE 8Y OTHERS - W N BOTTOM 6' OF _ STUD SPACING O MANUFACTURER. § 0 SEE A3.J W POR S SYS NOTES M - SEE R00F PLAN MAXIMUM OF 6.SIDS. OPENING FORCE (SIDS. AT INTERIOR DOORS). 0 b y BACKUP TO BE : 16' O.C. IN ADDITION, CLOSERS ADJUST DOORS SO THAT FROM AN OPEN O - L• FLOOR AS 3. P USH /PULL HANDLE: KAWNEE /CO -9 OR HALER P / SET 1111 l FOR DIMENSIONS O U > $ N R CEMENT BOARD - S CHEDULED 184D/V/B. o I w POSITION OF 90'. THE TIME REQUIRED TO MOVE THE DOOR TO A W >- w R 13 - MIN. I/O" Ct 4. PANIC HARDWARE: ADAMS RITE MFG. CO. 8800 SERIES WITH OUTSIDE in p 1 ALU TRELLIS 20 8 WALL FAS POSITION OF 12 ' FROM THE LATCH IS 5 SECONDS MINIMUM. N a O S • C ABOVE SLAB o CYLINDER ON 1, IA DOOR ONLY ( FNSH TO MATCH STOREFRONT 1 U Z 9 ° 0 o DOOR) r § SYMBOL LEGEND CO V O a 3 3 � CONT. PRESS. TREATED BOTTOM 0 5. THRESHOLD: NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE , a... © NEW 2X WOOD FRAMING. - a U o U PLATE THRESHOLD 325. J6' WIDE • I/O" RISE (ADA ACCESSIBLE). A 1• STILE • A BO PARTITION TYPE TAG SEE 2/A1.1 Q - 036 -0260 2 INTERIOR PARTITION 6. WEATHER STRIPPING: PROVIDE COMPRESSION WEATHER STRIPPING AT BOTTOM 03 NEW REINFORCED CMU BLOCK WALL am., FIXED STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER Y Al 3/4" _ l' -a" STRIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO DOOR DOOR TYPES FRAME TYPES Q NEW W000 POST O DOOR TAG - SEE DOOR & HARDWARE SCHEDULE ON A1.0 , W ^ c EDGE. PROVIDE EPDM OR VINYL GASKET WEATHER STRIPPING IN • BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT W/ THRESHOLD. II/ KEY NOTE c x F,COR PLAN