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SGN2015-00049 CITY OF TIGARD SIGN PERMIT I . Permit#: SGN2015-00049 COMMUNITY DEVELOPMENT Date Issued: 04/09/2015 TIGA.RD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 2S110AA02800 Jurisdiction: Tigard Name of Business: Elmer's Business Address: 14055 SW PACIFIC HWY Applicant/Agent: Hayden, Melissa Work Description: Install one,two-sided freestanding sign that is 20 feet tall,69.76 square feet per face. Sign is located on southeast corner of site. Permanent: Yes Freestanding: Yes Freeway: No Temporary: Wall: No Electronic: No Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 6.1'x 11.3' Total Sign Area: 69.76 Wall Area: Wall Face(Direction): Sign Height: 20 ft. Projection From Wall: in Illumination: Internal Materials: Aluminum, polycarb, LED Electrical Permit Required: Yes Building Permit Required: Yes Total Permit Fee: $192.00 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: Not Present ,1 . . . RECEIVED , -- ail. Ilii City of Tigard APR 0 6 2015 F Sign Permit Application CITY OF TIGFtRD T l G A RD Dl ANCIirJr1FNGINEERING GENERAL INFORMATION Name of Development/Project Site I WY-t S FOR STAFF USE ONLY Address/ Street Address SE /v&o,'s C)OO1/ 1 I Permit No.: Location 111055 St Paci-Cl c N W Approved By: Suite/Bldg.# City/State /��Zip � ^� / � //� TI\ G g T2Z4 Date: Lf)/ Name Fee: s/ Property Receipt#: Owner Mailing Address Suite Map/TL#: 62S//CiDa86)Ci Zoning: 1. - / City/State Zip Phone 36 Allowable Total Area: Tenant or Name Business E I Initer'S Electrical Permit Required? s ❑ No Name Building Permit Required? Yes ❑ No Sign SCCurl+1 I v�S Rev.10/21/21113 I;\CURPLN\Masters\Land Use Applications\Sign Permit.doc Contractor Mailing Address Suite 2424 St )+0( 4fe th/4 City/State 7.i Phone Pir4lar� CQ 91202. 501-59(9-'3119 REQUIRED SUBMITTAL ELEMENTS Oregon Const.Cont.Board License# Exp.Date I22C6 0 -I f/Completed Application Form Proposed Permanent Freestanding Freeway 2 copies of elevations on 8'/2"x 11"or 11"x 17" Sign ❑ Temporary ❑ Roof ❑ Electronic pages (must be drawn to scale for freestanding sign) (Check all that ❑ Wall El Other apply) 2 copies of site/plot plan,drawn to scale,on 81/2"x 11"or 11"x 17"pages (required for lg New sign? ❑ Alter to existing sign? freestanding signs only) Sign Dimensions: 6 1 , x I I .3 t Application Fee Total Sign Area(sq. ft.): 6 9 16 NOTES: • Applications will not be accepted without all required Total Wall Nrea(sq. ft.) Sign Data y A _ „ submittal elements. (Complete all Direction Wall Faces(circle one): • Wall sign elevations must include dimensions of sign items in this and wall face and show the location of sign on the wall. section) N S E W NE NW SE SW Height to top of sign(feet): //.0 • Freestanding signs over 6 ft. in height and walls signs of which any element weighs 20 lbs. or more require a Projection From Wall(inches): permit from the Building Division for construction. If Materials:a I um(Work 1 rillUeb, L E D S any element of a wall sign weighs 70 lbs. or more, Will sign have illumination? Yes ❑ No plans must be prepared by a structural engineer. Type: CRI Internal External • When a Building permit is required, 2 additional Are there any existing freestanding or wall signs at this location, copies of elevations and, if sign is freestanding, including wall signs that overlap a tenant space? site/plot plan must be submitted with application. ❑ Yes ❑ No If"yes",a list or diagram of all sign dimensions and square footage must also be submitted. (OVER FOR SIGNATURES) City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 I www.tigard-or.gov I Page I of 2 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,a lessee in possession with written authorization from the owner, of an agent of the owner. The owner(s) must sign this application in the space below 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. Ole A pli . • ` :I.ture Date 4P 4 / // .€ S' , . �, e of Owner/Agent Date s .d k-jak, %cD/f-Alicrh- ^/erg cSD3 -o7.5-)J-- 1/79(,0' Owner/Agent's Name (Please Print) Title Phone Number City of Tigard ( l 3125 SW Hall Blvd., Tigard,OR 97223 503-718-2421 www.tigard-or.gov 1 Page 2 of 2 Scope of work is for the design of the sign pole and the foundation. See following pages for structural notes. \CC PROFFs LOADING: 5 G N F 42 DESIGN PER 2012 INTERNATIONAL BUILDING CODE(IBC) (4,`' F,Q WIND: ASCE7-10 120 MPH,EXPI B MAXIMUM HEIGHT(h)= 20.00 ft 72525P. fA (3 second gust) GUST FACTOR(G)= 0.85 / K1 = 0.00 (ASCE 7-10 Figure 26.8-1) \" ;:c r e, o K2= 1.00 (ASCE 7-10 Figure 26.8-1) F=qz*G*Cf©.6:(allowable) / ti� Q Kit= 1.00 (ASCE Eqn. 26.8-1) 0.57 o s Kz 1i 86 = 16.1 0-15 1tIF�SEPN - Kd= 0.85 (ASCE 7-10 Table 26.6-1) 0.62 19.43 = 17.5 15 Cf= 1.77 (ASCE 7-10 Figure 29.5) EXPIRES:12 31-2016 I s= 7.69 ft s/h= 0.38 B= 11.31 ft B/s= 1.47 0.2B=I 2.26 ft - ` FORCES: Width Height to Height to Area Wind load Force Height to Moment bottom(ft) top(ft) (sq.ft.) (psf) (Ibs) center(ft) (ft-lb) 8.29 19.02 20.00 8.1 17.5 142 19.51 2770 11.31 15.00 19.02 45.5 17.5 797 17.01 13557 11.31 12.85 15.00 24.3 16.1 391 13.93 5445 8.29 12.31 12.85 4.5 16.1 72 12.58 906 ` r 0.67 0.00 12.31 8.2 16.1 133 6.16 819 i E= 1535 E= 23497 SIGN POLE: (Single Pole) Try a 8'SCH40 sign pole Z= 20.80 in3 T= 3469 ft-lb =1535'2.26' M= 23497 ft-lb Tc= 34224 ft-lb Fy= 35000 psi 0.10 <0.2 torsion can be neglected Mc= 36327 ft-lb =35000'20.8/1.67/12 36327>23497 OK ,-Use a PIPE 8"SCH40 sign pole FOUNDATION CHECK: Mnet= 11.82 k-ft Applied moment from sign minus Mres. P= 1.535 k Applied lateral force . h e,_,,m,= 7.70 ft distance from ground surface to P r -- q= 300 psf/ft allowable soil-brg q=2(150)=300* I Footing shape: Rectangular b= 5.66 ft diagonal dimension of a 4'sq.footing d t,s,,,.,a;,,da= 4.50 ft Estimated embedment ' Allowable w/1/2'movement at groundline Unconstrained Condition volume of concrete= 2.7 yd S_1 = 450 psf q'd_est/3 footing wt= 10.8 k A= 1.41 ft 2.34'P'1000/(S_1'b) sign wt= 1.34 k d= 4.22 ft A/2*(1+(1+4.36')/A)".5) Total wt(DL)= 12.14 k 4.22 <4.5'OK eccentricity of load to reaction(e)= 0.96 ft=11.68/12.14 maximum resistive moment available based on soil bearing.M„„ = 11.68 ft-k Use 4'-0"square x 4'-6"deep 2500 psi concrete footing 9570 SW Ba'bur Blvd Elmer's Pylon Sign 150304 S Suite One Hundred Project Name Project# Portland.OR 97219 NiLocation 14055 SW Pacific Hwy,Tigard,OR MILLER Client Security Signs Phone 503.246.1250 CONSULTING Fax 503.246.'395 By TAK Ck'd 4!uv`-) Date 3/23/15 Page 1 013 www. ENGINEERS m m iller-se.co GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE. INCLUDING ALL REFERENCE STANDARDS. UNLESS NOTED OTHERWISE. CONCRETE MIXING, PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE, ACI 318 AND IBC CHAPTER 19. CONCRETE SHALL BE 2500 POUNDS PER SQUARE INCH (PSI) MINIMUM AT 28 DAYS. OD`PROFFs�/o 72525P. o y ryo � Fs✓iSEPH MP�� EXPIRES: 12-31-2016 9570 SW Eiarbur B!vd Elmer's Pylon Sign 150304 Art suite one Hundred Project Name Project# PWt3M.OR 97219 Location 14055 SW Pacific Hwy,Tigard. OR MILLER Client Security Signs Phone 503.246.1250 / -^ CO NSUCTt'G Fax 503.246.1395 By TAK Ck'd Date 3/23/15 _ Page 2 of 3 VAVW rni11er-se.cor+ ENGINEERS ED PROF DESIGN LOADS � N e�` o THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA 72525P RISK CATEGORY II WIND DESIGN DATA y BASIC WIND SPEED(3 SEC GUST) 120 MPH / 0 e EXPOSURE B Fs✓'SEPH MP�� FOOTINGS EXPIRES: 12-31-2016 FOUNDATION CRITERIA CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM D698 (STANDARD PROCTOR), OR ASTM D1557 (MODIFIED PROCTOR). THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR APPROVED BY THE BUILDING OFFICIAL. COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 INCHES SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. ASSUMED SOIL BEARING PRESSURE 1500 POUNDS PER SQUARE FOOT(PSF). STRUCTURAL STEEL STRUCTURAL STEEL ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A992 FOR W-SECTIONS AND ASTM A36 FOR ALL OTHER SECTIONS, PLATES AND BARS.ALL RECTANGULAR HSS SECTIONS SHALL BE ASTM A500, GRADE B. FY=46000 PSI AND ALL ROUND HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY=42000 PSI. ALL STRUCTURAL STEEL PIPE SHALL BE ASTM A53, GRADE B, TYPE E OR S, FY= 35000 PSI. ALL STEEL IN CONTACT WITH ALUMINUM TO BE STAINLESS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. UNLESS NOTED OTHERWISE, ALL BOLTS TO BE ASTM A307 AND ALL ANCHOR RODS TO BE ASTM F1554 GRADE 36, WITH MATCHING NUTS. ALL FASTENERS IN CONTACT WITH ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION PER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS(RCSC)SPECIFICATION FOR STRUCTURAL JOINTS, SECTION 8.1. ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER, EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE OR MASONRY. EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS. ALL ZINC (GALV.) COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO ASTM A780. ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, COLOR BY OWNER. ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 USING E70XX ELECTRODES. WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED.WHERE WELD LENGTHS ARE NOT SHOWN.THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS.ALL WELDS SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. 9s70 SW Balm Blvd pro ect Name Elmer's Pylon Sign Pro ect# 150304 Sure One Hued*ed I 1 Portland.OR 97219 Location 14055 SW Pacific Hwy, Tigard, OR MILLER Client Security Signs Phone 503.246.1250 r /G Co.,v G Fax 503246.1395 By TAK Ck'd _ ' Date 3/23/15 Page 3 of 3 EY0'YEERS vemc-lose. ../ 0 ,. (RECEIVED cITY rr T'P-, f.RD APR 07 2015 %approve.. . I : inning SSIGNS Date: -:? -/� CITY OF TIGARD (leaky Since,925 PLANNING/ENGINEERING Initials: LS. 2424 SE Portland,Oregon 97202 503-232-4172 fax 503-230-1861 www.securitysigns.com op c CPr I1"J^9 AA 5ECJP510:111F A I. '- f. .i }�� INTERNATIONAL �. . l�, 1 f �` NORTHWEST SIGN COUNCIL 4L fr , .43,‘-' 4.;,§7,,...' ':\'.' . a''e ',.'2', ~mow 1tts,'` i PROJECT MANAGER +• ; : �`a 'Itt i TomKel'o j 1 1 �,,� /�41y,� y 9 L ,�^ t;, 'jam,'J '1!;';e R!2' s'1y �'t s i ..-∎ e rr ..i„ .�� 'i.�' a 1^.v�y� t.e cN ' .d.�. * y.;`.`n '• ii-�j. � PROJECT NAME ):, R _‘,..,_ , _ir yy yew. '"`".. v .r:' _ __. ..„.......„, :„r `-jam /� �. . :4.1t 'ii' „wa .d.B .. I �,' breakfast - . " ". . �t �� �� lunch • dinner o twL�t !p 4 �, S +:rwf�.. a:fi�f'",, ,' .:e: ,. - ya�•h1S1t �� rho Aii - ` •• ` A` i ... . �1�`_-`.,•! r \ 4`- "SIN 4‘111#.111r4♦ W Fn• in /�,:��� • __ , tt iris '�'�j-.�.it,Y All a e. 43 0. .,. /�. ► N ' -- , ',�N' PAGE DESCRIPTION '[' Photo Inlay. _ , ,• +� = \A f ,� [ REVISIONS 3/12'15 f. 7�t �' O NA 1 .J f, • r ®Copyright 2015 Security Signs,Inc. P311 Rights Reserved Unautnonveo use reprooactrest,a daplay shall Fender the Infringer fable for up to$150,000 in Statutory Damages. plus attorneys fees and costs.for each in)nngernent,under the U.S.Copyright Act 117U.S C.412&504) 11,1 eon is rttenh [.. m d.Fire ems,., arountAr Anohoric gor ee.,.. Existing Proposed APPROVALS Client Signature OELEVATION Landlord Signature Scale: None DATE: 3/19/15 PAGE#: 1 of 3 I DRAWING#: 15-ar217p : t nF TIGARD Approved by Planning Date: 1 0 -ls S SECURITY I C SIGNS , Quality Since 1925 `_ 2424 SE Holgate Boulevard ZS ... Port land,Oregon 97202 -�» 503-232-4172 fax 503-230-1861 R T - AJ wwwsecu 3ity signsACOmuaslazocv • pI1 a. ._.........-..-....,,... __..� • .... - "'-" � _ } % NONT�NW STSIGN COUNCIL u� �` s J PROJECT MANAGER L�r �- _�1� �ja- �•• , ti1/ as _ , • Tom Kelj � T .,.,,., ,. - a.. R s� N -- , j A. Rossi ._. _ b ---af / (�1 PROJECT NAME — �s► .. 3 < -E a 1 . _ _ - __... I 'u O Tr f 1TT1Pf 1f lU3ht ' OO \\.. _ ....-e,..,... „. . • ti til ,. a► PAGE DESCRIPTION � �` �� �/ �`�� �t"� a P&P Display ,� REVISIONS .y r'�, a '' i' 3/12/15 '"4•J�� i, a t •NA 1111/ . . ,- n iiN.," "■...,,_ ' k...)/ ., 4r // , �. _!� �. sad • 'r ` OCopyrigM 2015 Security Signs.Inc A r• ./ All Rights Renamed V Unauth nz rewod.�ceon a • " , A. . _ .� • h„day Shan rawer the Infnoger liable Gkr up to 5150,000 on Statutory Damages, /'' /� //// • oi.n attorneys fees and costs,for each Pi�� I `/� ( f': Ac1117'g USC.4lyder�U.S.Copynght �\ / The•an 'o monied to be nstall.d �r / • Ei.nd Cod.android Mrs 1// the Naomi Eod., l Cabe atd d,. 4Vr able local cods.Mrs Ades p",p" •f grov{ngandbondrgdthamgn r 1P, 24 ` / t APPROVALS r ' ` ./ / Client Signature R Landlord Signature it)1 (1) DATE: 3/19/15 SITE PLAN PAGE#: 3 of 3 Scale:None DRAWING#: 15-ar217p • wiiPttItti r '11'k 1.:Nt4,'''''\:', \i,,W4/\,.. '''.,,',*:4■4:. '. -'1‘.' . • * ' 4 ' di "*..'' ''% ^ ''40, \p.,4.: , . 4 \ . ..f6., , r� , .,.., .,-,,i: I''''0"7 F r r u .: \ , . .., .....4 '•- . 0, ' Elmer's ! \ , \\\ Walgreen's F'. G `\ "F 1 , . y`j 1 + i k_..,,,` a r _ b� :\ '+ �`. . • 7 !:„,,.., ___--'—__-- j _� 9!944 y '.” I ,_� i L.- ,1 \ erg . n-� .� ° __ :....ir...1� Ei �• '' _ r - - _ _ \ = } - - _ —y, --- 1.. , _•,1 ,, .J Y 1 1 � F s".0 -—*-7-*-7..-''- °::.—-,=.° cs'*-`-. -='a .1:: xaw! - -...t `R._..'J,-,�., \ ,ii �}> -.i�.\_.'•_ D C i`V})F a- •., 1 4 n °! �•. c _ _ .:fr 1 __._ j t __�- _r- __ —_� 7 . _ ,....77,.„,..-•,, ,:, . .•-‘;;;.-7, —7_1‘r;-„,-,y.-÷ ",___L :.: . -ILTRINIIIIIIIII-71: 4,,,, \\ �R ' i''. t a s,d� ry 7:- \ \ J,. r,- ;_ ; iI 0000 ''''4'ti ! .4 i Ga II ijJJ A *a f" ts t 11` ''ii a •� C -. +a r ,' ,� «, t i \ ,` `� o + • iJR ra/ -.4'4 .31 f'• #: ' !: i. -.# * , , Ap .f. Goodwill pb4J.,.t. jam' `\ 4 ► ;• i F. ! r GL a Conceptual Design Alternative A-2 ,.r ►: \,\o�\ \,� ®R99W: Gaarde St./McDonald St. Intersection Improvements ,., �` lif 7 \��� d' a r ' July 3, 2012 N.T.S. t, \ �,\'' �‘ e : .� + . aromr 717.1760970.w./D-a q,2,/696JJ..ae4.1 fx 17.1, • o – 2'-71/2"– 11'-33/4" P 0 ylon Display SECURITY 1'-6t/a" 8'-31/2" 1 Internally Illuminated. SIGNS Quaky Since 1925 Manufacture and install one (1) D/F pylon display. 2424SEHoIgateBoulevard fPortland,Oregon 97202 503-232-4172 fax 503-230-1861 )' ') - www.securitysigns.com Scope of Work: Remove existing pole light, leave with LL. Install new display. 09 12290. NASEC_PS1C2,,L Uo ►l. ® ID Cabinet "(- 1 Chevrons: Fabricated aluminum painted to match 3M Sultan Blue. 2" Aluminum channel for Horizon Blue Neon. >■■■cou■a� Q Cabinet: : Fabricated aluminum painted Gloss White. breakfast Retainer Size: 53/4", Fabricated, ainted Gloss White and to match 3M Cardinal Red with 15mm Clear Red neon. PROJECT MANAGER p Tom Keljo lunch • dinner Faces: .150 White Polycarb with applied 3M 3630-157 Sultan Blue and 3M 3630-36 Blue. DESIGNER r I \ — Illumination: White LED's. A. Rossi '� PROJECT NAME rNi Support Pole o Material: Schedule 40, size per engineering, painted to match BM #6116 'Tatami Tan'. _ 11, OC Ut Installation m a o Direct embed,footing per engineering. W N Ln 0 v Colors PAGE DESCRIPTION Pylon Display White Polycarb REVISIONS 3M 3630-157 Sultan Blue/ PTM �"v's * Per engineering •NA ■ 3M 3630-36 Blue 1 ■ PTM 3M Cardinal Red °1 Gloss White breakfast o_ c El Gloss BM #6116 'Tatami Tan' lunch • dinner �--Per engineering . 15mm Clear Red Neon End View • Horizon Blue Neon •copyright2o15 Security Signs,Inc- MI Rights Reserved Una:thon:ed use.reprodudrn,and/or display shall render the Infnrger liable O PYLON DISPLAY—69.76 Sq. Ft. for o s,soV Statutory Damages ploy attorneys fees and mats,to each Scale:Y4" = 1'-0" Act(17U.sC 4125504) g CITY CODE 70.00 Sq. Ft. ALLOWANCE 20' Max. Ht. xcw w^^ eemn,:.aoo of the Nattonal Electrical 4Lw.Me• appfichble loc..l codes Th,.nriocies geoundv9 aN�'dr9 d Ae sman APPROVALS CITY OF TIGARD Client Signature Approved by Plnning Landlord Signature Date: 4/-7-/-C— Initials: > DATE: 3/19/15 s Night View PAGE#: 2 of 3 DRAWING#: 1 15-ar217p