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123 3RD AVE S (2).PDF111111111111 4950 123 3RD AVE S APLANNING DATA . -- Sign -- STREET FILE Name: _ Date: _Ao /, ,,, Site Address: ve.S Plan Check #: BLD 10\00--f3y Project Description: Reduced Site Plan Provided {YES O) Zoning: Comprehensive Plan Designation: Map Page: �/� Corner Lot: (YES J Flag Lot: (YES ADB File ff (or date waived): TOTAL Areaper of Sign Type of Sign Allowed in Matrix conditions Allowed area r Unit TOTAL sign area Proposed zone? 7 met. unit allowed for sign area this sign Example Wall w/internal illumination Yes, with conditions Yes 1 sq. ft/lineal it attached 41 ft. attached Wd// 41 square feet 20 square feet — wall Sign # 1 Wa �I /eS 1� qf ' v /�S Sign 921 ��'S$� n 757 Sign #3 P')o,H�.en�- %S Q/ exke`r-s-al cod,�;.-\g Yes s2 P4. N/A 3a s2 -`+. s� } IIIuMi^rF,o,� �- TOTAL Sign Area for Tenant/Site Max Permitted: L/Ss {' , Previous Total: ill �"' °`^S �� e,,� Proposed posed Total: :ign Height Sign Type:_ �� Max Permitted: ' i Actual Height: t Sign Type: Wit Max Permitted: i`�� Actual Height: i Sign Type:M®^-cam e"-�- Max Permitted: I q Actual Height: i Si n Lighting Sign Type: \,JA1 (A $ Proposed: Allowed in Zone: es [Sign Type: N Proposed: Allowed in Zone: Y Es PLANNING DATA -- Signs -- 11 FILE Sign colors Proposed: Acceptable? Requires ADB Approval? h110 sin Location If freestanding and 3-feet or over (unless a fence) meets setbacks? R uiradSetbacks Street, D Side: O Side: © Rear: i Actual Setbacks Street, �- Side: Q �- Side: ©�- Rear Landscaping for Freesiandi. , Si ns Size: �?+ Si Location: Critical Areas De ermination C-PZA. oic co93 ❑ Study Required Waiver Si�c� , af,c� ea. - C' V _ Other i Plan Review 8 1 l NTE.CE. � OFFI: COM'IWUN;ICAJONS DATE 19 TO JCL .��>� FROM �UGZ.�1C SUBJECT:-n%�� /.2-3 3(& �S > J j 4(D/�2 7co r) .r INTER=\..r= F ICECOMM I N 1CATL-AS TO :D DATE 2 c2 19 yv FROM SUBJECT: ECT:`f %G-Y-C&,'J C (T-cA'((,za) I910 Off - Woe -- � t.� (�' By &U t Tit- coe'Vs 16(fo-dIO&P, Molf-u-colLoTpi f�IrVj ' + WESTGATE BUILIJORS INC. ® GENERAL CONTRACTORS RESIDENTIAL AND COMMERCIAL CONSTRUCTION' 6605-2001h S.W. LYNNWOOD, WASHINGTON 98036 774-7707 October 22, 1984 City of Edmonds Planning Department 250 — 5th North, Edmonds,_Wa., 98020 Attn: Cindy; Building Department n Re: Cost estimate for Site Improvement Performance Bond Cindy: In accordance with our telephone conversation, the following is our estimate for the items you requested: 1. Landscaping $ 5,200.00 2. Paving 8,578.00•, 3. Storm Sewer and Water Retention 14,000.00 Should you have any questions, please contact me. Also, on receiving your approval, I will submit to you a performance bond. RAJ/sh R'CEIVE CITY of EDMONIV SID40SEWER PERMIT For Inspection Call 771-3202 PERMIT NO. fQDUC.W.ORKS - nn EDMONDS Address of Construction: ! 3 3��. , I�t�Q" �� TREATMENT PLANT Property Legal Description ( Include all easements) : Owner and/or Bui l der: C 1-i 6�i P�1 B;a�K .vt "contractor & License No: D e Q S C Zl� 1) r ' OR Ingle Family Residence }'�Wulti-Family (No. of Units ) t f commercial (No. of fixture Units 2 �) Invasion into City Right -of -Ways: No Yes V (If Yes, Right -of -Way Construction Permit required.. Call One -Cal l-Center,(1-800-424-5555) before any excavation.) Cross other Private Property: No Yes (If Yes, easement required, attach legal description and county easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK r- I certify that I have read and shall comply with the items listed on the back. Permit Issued �. Charge:Trunk i Date Issued: Assessment Fee: Receipt No.: _�•y.��- Date Partial Inspection: Comments c Date Initial Final Inspection Approved:' 3 -`7' t Date Initial oRejected: Reason Date Initial a, ** PERMIT MUST BE POSTED ON JOB SITE ** a, , White Copy - File Green Copy - Inspector Buff' -Copy - Applicant The City of Edmonds Side Sewer Drawing EASEMENT NO- -------------------------------------------- NEW CONSTRUCTION REPAIRS ❑ LID NO- ------------------ AS3vff. NO. -_--------------- OWNER --- BAW-K ------- CONTRACTOR MODMm ---- sewsk --------------------------------- PERMIT NO. ---77268 JOB ADDRESS A22i ------- 3.R-D---Ave---SO-- --------------------- LEGAL DESCRIPTION: LOT NO. -------------------------------------- BLOCK NO. ---------------------- Ne - ---------- EDMONDS ----------- NAME OF ADDITIO ------------ ---------------------------- ................................... I- TREATMENT - P - LANT --I ALLEy 4'DP 4*c-0.V*v9 19.3, Ca.c",r* suftrACIE " -pa cot �s PWW.0001-11/75 v78) 0 ! !V^ULT 23' 4"*V 43* } ce`i� No , c Iola 123 AN F- T- 7' DATE&,k.71.90d ........ By �A- I PeF-M i T ws-fi)" eK_ 123 3g PfX S is S6arcty Par111i19 U �rar 1 DMa Type: Search Ca>dltan: BLD19840447 FINAL BLO19840466 FINAL BLD19840493 FINAL BLD19940627 FINAL BLD19840637 FINAL BLD19840674 FINAL BLO19850219 FINAL BLD10850341 FINAL BLD19860230 FINAL BLO19920976 FINAL BLD19970800 FINAL BLD20100577 FINAL BLD20100734 EXPIRED i} BLD20110043 FINAL BLD20110951 FINAL BLD20110980 FINAL ] Custom Fib: Fitr Vatua: 23 - Demolition 123 28 - Filt/Grade/Excavate 123 32 - Foundation 123 10 - Bank 123 47 - Plumbing/Water Ser... 123 40 - Mechanical/Solar 123 63 - Sign 123 66 - PW (Lawn Sprinkler) 123 63 - Sign 123 63 - Sign 123 4 - Alteration/Remodel I... 123 8/16/2010 40 - MechanicaUSolar 123 10/812010 63 - Sign 123 1121/201, 05 - Alteration/Remodel... AIM nj e 123 11/15/2011 54 - Re-Roof/Roof Alter/... (260 F 123 11/22/2011 47 - Plumbing 123 1� scR nv�� f)� q. n� 0, 1 o�.bi� -b Pn ram. ADdRESi 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE 3RD AVE S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS S EDMONDS Wednesday, Apr 16, 2014 09:29 AM .112 4 z 40 2,li14 151 .. tz, Nut"", ® � � O�ry'(.-�er+.. �`Jt�( ' aI41 M1 Rf.fjh� �a�1 {. � Nry{ If�F:.. ON low 111544. S-31TIOM. r. IF Maio NEW El ADD'.. ALTER' El ■ ElA P�l RETAIMiNG WALL 0 smm 6MAVATE, oty *, OEMOCJSH OR RU sww yf- t4, d F" AU. UUU �4. Iva' no VP P 77t MAI A IA., Ail. r, 40 09DICAT101if Mum f WA M.'ejp4t- 67 :Uw Li I TELEPHONE NUMatti F r, 7 2.4 TELEPHONE NUMBER P.. Ira BER" I , ... �: 1� I . ?%4' � C1 LICENSE NUM now, 4r gJak AREA ��v 7-� �r, Skri]Dtion W' I*criPtioga of Propen ilOw or'att&ChInclude a ea ements Aujovmo I "l, -T Tour Copies) v - CE OR cw KMQ; EW BY TE .!t FRONT SIDE• to E ';'ON-RESIO RESIDENTu"L. PLUMBI'No'l . LTER tj iNTIAL' El ME64ANICAL j'iJ! 90WAig --I I:' IR , AETAJAING , 'A� 1 . "6• It I ' ' I *: , I ,• . Ji. YVALC 0 ' . : N 4' SIG EXCAVATE FENCE CHECKED Dy TYPE OF YLISH -CTION(- Coog MEJGMT FT) INSP5 - 'COUPLIAUCE INSP.. SKCIAL INSIPECT AR GCz AIDI : AEWREo OCCUP-AWY.- 00CUPANT SEWER ER UNEOYES C-No OROUP0. LOAQ, , MARXS SIGHT ;TORTES'F1 PS-ft kA 1r. i OORK TO BE, DONE IATTACH• PLOT DUN) 1, ALI-' T W. 46, VA�UATION 7. PLA.14 CHECK jFEE m. MacMANICAL,• --vmj C41*8rS work to to property Lr.L, be done on;*Iv. ONLY.:; 3ruci1C;6Dn tfi. Pu011C don" (a Curbs'. side "i" W-111'requireiSeparate perms . ......... caii .................... 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I�• .f• ..- _ -1 r' m,t' , �,'�'-- 'lJe.lrl tl�l I+4Y{!� �`�="j goalOeac ptic Al � 1 � EaY Y 1 i lY 9 OW ttebw Of efia+t-f t t '' c/U¢IAr� y i �t5 '�. •f ..4 Fy y�, f, g,� ,.II(;. �'�i <<.��, ark*;�Fi v� r.y r „'.P r /� 14 +'a='� a ty - ''fil- J E i:• \ 1,,. ,any AISY �:, ,,.;` DATE YARW ` FRONT ' flyy +' ,Q { F .��a Y'4 • -.a ',�NEw _.' D REswl: .PttnlrmKti •' i r t `„ ' { �•' I1� i �T,! ;, oAODIALTER MO3,r7y,s DMECKAJIUCAL `REPAIR D RE7AJNINfi-'IRiAyI Sift►/ D OEMOUSN D OR. CNECKEO BY TYPE OFA. • ,e • TN� t_ _�1ti • t t . o1NSPECTOR AREA ' J � I i— �,•,,..� B10E\ WEir•D,WATER' i D:• YE8 ❑.NO G YI a 11 NUMBER 10F STORIQt NATURE OF WOR TO BE DONE,WTTAC," VAt UATION kc* Q CHECK rEE PLUMBING MECHANICAL T iS Peinlitcover work to De dDafp ot� Any.Constr�fe •. . I . is , .!, i;�;. uction on the'pubdic dodnain D�Derty ONLY,. GRi►wNortli�.' F ! : ArivewaYs,•marpuS;". etca will rent re ' s+dbwalks; e permisalon. sl: P07iii Application:18ppays; Permit.Limit: t Year PrbviftD Work is Sorted lYghirt 180 a. � °< "Applicant, on. ttehatt of Ids o� t►er ,', successors.In intecesi,, Ito 4 °^� a0►e0t1 �e!nnih: deterl0 &W hold harmless' the City:'ot, edhwnft w its otticlal "employe". and a shtt-trorn any aep' an 0. wtiafever ttire•:AhWh2- Orfor of z » 'Ol'this. perttiit., Issaanos�' /rare the issYeRas . . modify .wall a or resaci ony rsot ee deernea to t i=w dtr *Wnance - S nor. limit In any way'the Q y's ar ty to le+t-801 oroe, 4 •PrOVISIOd.�'. � TOTAL AMOUNT DUE r' ' , ;. ;'.?(-hereby aCkttO_Wledmtturt t hs.m -a...,— rTO: PERM.!'f COgi<,DINA'I'UIt, f3U!LD1,�'G IiiVISIz'JN 3�3�'1:' +� j � w r•ROM: FIRE DLP�1.(Z i,br l ----- ENGINEERING DIVISION n rp GDIV t � � : ,—•----,_,• PLiL�I�li►N ISION _"�.1'=�{�!' , t t }• DATE— O• E 3 F j ` - ��', .DDRESS_ »��l�ppsuU �• ``��`/// tA.,�I { tr;. � a. �•i - i�t "CillSiiJl9 :. , e� .» ' t'd�� y��;,A '" t {� pj 11 LINSPE ADBfCTED ON �'� , 1 � � aw a �s. I M � n � t d'° � {� ��rf�j� iTM+ G r.(�4•• Afield F tnspcc{aon was cunduc:ad w �oerrninc, compiiancr %vitil a rpe:� deno�te3 th ire are vo,obj%jion�,to the;grontiri `®f PP a plans. Finalal+p o` ----ccuPancY for tnc buil lhlg `` N' ` (r ,;r , • i, ' r �.fcrmance Y � a 9 ►�- F�c�nds may be rc!c�,,rd' . a _ undsca in is a7 prbvcd X Other inspcctcd CD FIRST,NSPECTIONPASS= CONDITIONS NOTED t. i FAILED INSPECTION - c T ' } NSPEC-I,Inhr OU'i, i �11�DING REQUIREMENTS - REECALL FOR ; 2. S 10 1 4. r OCCUPA\CYi OR FfNAr . PRO VAL DATE T� �( BY RE -INSPECTED - APPROVED { <, DATE_ BY ° ' RE �ISPECTED - FtiI:LED ~—_ I - DATE. __By 2., ' — RE -INSPECTED APPROVEDDATE—___.' . BY XCAPRVL 12/'96 f .. •: 11Mir:G'f!NI P�tE Ar6d(3YKt1 DCYOACKfl .�.._ . �.._ FOUNDATION: PieqporCh Slab int,ulAtlOn:... .'.... • ; Pr.UMBING: .r. i i ��1%; r �tcugh In , � R` 1 ',1� .._ •_,__-�-- rh HEATING: g I; 41.' .Gr.5Test..... ..: - Equipmont �,i �Ef9!I�CUnmOrCinlFlnal�l� k)� �i.e� s f _y EXTERIOR SHEATHING I NAILING ..................--------------------- F"'s'"a ....:. . ..� INSULATION: Floor Insulation .......... Wall Insulation .....: Ceiting!nsulatton......'. i•_ -- SHFETROCK NAILING ...:.. SPECIAL INSPECTION.., - - - MISCELLANEOUS F!NAI. APPROVAL FOR OCCUPANCY...,.�. -� ze�' U i. r I 4 r i ' I si � vb4tl of a r f::, C .• . � tfi f r J �I jai, s w 1 . a r r i T _,l ad 1• '.�rp 1�1i..�t �4` t��..�•r•�,r s4.6S,•�4rge��;�S;P�,gaa�P,ft�rlght ll I..: 4,11' 4rt1 �_yLI'IsFS♦ tla7 r ,i �. jr'ir A tia 3� �� NCI as ?y.Ft r a6t d { ys ..ew s P6 Milli\1a� t r PItN. N} t��pa�l �•!F.�A6i�r_ -6�r�It�P ��19r�.�u�j?h��'4= U N i i i,Pi 16A - ,J A (IMiT - -, m Z*,',;r-;,.1, h — . a.. 7, X 1—f —i- q 0flit 0'. t, CIA ION fit Legill QC c: Of fIro.)L.::y 'nclu(Io lit! im'etnvniii 7.4,96 Nis "IA-w 4it L011rc 4- 1 mj,v. r Tax CIA OP4 L L - C(AMIANCC off f.'I — — — — — — — — — — — — 7 "t V f Or, C ROO C r N `7 Cal "I" (-,A uu. .11NEWAL, 14 AI?4 ROGRO� INS;:E(-,TIOIYS n I- [,� � �[ - 1-1 R usc 108 . , 1 )0---------- t A!. Of3c., — — — — — — — — — CA I -.C� --VAP(I Ni FWAL.WSPEC"NON AEOUIREo LLZ__ L_441� N Cwcc-: F on 4� I c 11,41 % Plan Ch!eck.No- I'll's Pf,!fm I C Ive's ,,A to - ,,tc . ?. A 11 �c done on ofivajo .nv consituc!10, on lhf? Cut'lic aurnain (curt.CrOft"' ONLY `11 '(?Cu;'e separate )of lcafkw 180 Days Permit Lhimil: ) year - Providel w,rk Is Started WNhin too L,4 yq StCnv LqCNAklt I([ "A[;; :'can:, on , behall Or his 01 her tiocuse. hells 5ucct?:4,)f5 In M, . ;II53tcris Inta; ,!mrj!cve,! 6n Ion. ,is ottictillil. " e:e31. ag!"Gq nar-less :t.,. "clernnoy Celt -no anti how , Cl!', 0! E anc acen:s !,Cln r anc all cialms to! (;arr.,Iges "Xe,ef n.l. W151-19 rl�recify or inti,roctiv t:Orm in, Of Issuill".0 of tri:s y Is vj,,4 PC: S.N1 (lCe-0j to PkA!4 C.M., "I 1l:,*(JI'v. wa"e , it not. be , s I of reaurp any rOCuIfcm6,1t -It any c-li, not l,r',Il In -ify ::,:e culy'. "o'J"Y , 3fictinanCe )Iov,s-on to enforce 4,71Y Ofcttn.:nC'O Ilya ,:I. L M41"M,� 'I. y ackmTOT;k trial I ha -we '" IiO:malrpn77.given sSaDvisl.illen.mat the C)rfccl; and that i am INP Owner. of 1h U:hOfl:CC agent 0 trio ovne,, i nore ,• 0 CJV A TTEN rio'l' 4PPUC-Wr%�N !afej'j*5 rog.14j,', 1' 10 con"OlY -41M City and A1'3P�OVAL 9 cor'll"t"C1101. and in Cloamp it"C' "O"t Ruthorf:.' "hpfel'y' no ' w':# Oe Om:)'Oye(J in vioialic.11 of th .100Lcatv, I'll Allot ON, . rllrj�t q,,"J�j 7C:Q Of frc State Of Wash-rigion totaling 'a Workla 0 La"t SJO--*d 0Y VIA ewic.'Ic i Me in lnn,),nrc-, A,,c nr,.,., ' en 5 COMDen-a.: So-, 827 Im are It C %04" rroY toit-ij; FENTION 12 CALL FOR -iG OR S INSPECTION UNLAWFUL to USE OR OCCUVY A BUILD!, STRUCTURE A "IMAL INSPECTION 4A_1 PEC,-4 li,14, r AND il'IN"ICATE 09�A' %3CCUPAqdy f#AS SEE.4. Ll &I JbtP?RANTEC. U19c, 771-0220 0 tillk%-L L f Of ED! O ' CITY OF EDMONV N 121 5`h Avenue North • Edmonds, WA 98020 Phone: 425.7.71.0220 • Fax: 425.771.0221 • Web: www.ci.edmonds.wa.us / iago DEVELOPMENT SERVICES DEPARTMENT: PLANNING DIVISION ADMINISTRATIVE DESIGN REVIEW . - STAFF DECISION - BLD20100734 Project Proposal Richard Luchini with Arrow Sign Company has submitted an application on behalf of Union Bank for various signs to be located at 123 3`d Avenue South to reflect the change in name of the bank from Frontier Bank to Union Bank. The proposal includes two wall -mounted signs (Signs A and B), a freestanding monument sign (Sign C), three parking lot signs (Signs El, E2, and E3), various window signs (Signs F, G, and I), and an interior sign above the front counter (Sign H). The signs to be reviewed as part of the administrative design review conducted for the subject proposal include Signs A, B, C, F, G, and I. The proposed parking lot signs (Signs E1, E2, and E3) and the proposed interior sign (Sign H) do not meet the definition of "sign" pursuant to ECDC 20.60.005 because they are incidental and not visible from a public place; therefore, they are not being reviewed by the Planning Division as part of the subject sign permit application. Property.Owner Union Bank 400 California Street San Francisco, CA 94101 Design Review Process Applicant Richard Luchini Arrow Sign Co. 1051 46`h Ave. Oakland, CA 94601 Design review for signs is considered a Type I decision subject to the requirements of ECDC 20.01.003 and ECDC 20.60 (Sign Code). Analysis: 1. Location. The subject site is located at 123 P Ave. S, within the Downtown Business (BD2) zone. The site is designated as Downtown Mixed Commercial in the Edmonds Comprehensive Plan and is also located within the Downtown/Waterfront Activity Center. The proposal is subject to the general criteria found in the sign code (ECDC 20.60) and the design guidelines within the Comprehensive Plan. 2. Sign type. The proposed wall -mounted and window signs are permitted sign types in the Downtown area, and the proposed monument sign is a conditionally permitted sign type if consistent with the standards of ECDC 20.60.020(M). It was found that all applicable standards of ECDC 20.60.020(M) related to the proposed monument sign have been met, as the sign is not over six feet in height. The site is permitted to have a total of three signs, excluding window signs. The two proposed wall - mounted signs and one proposed monument sign will account for a total of three signs, which is consistent with the maximum number of signs permitted for the site. 3. Size. Pursuant to ECDC 20.60.030(A), the maximum allowed sign area for the wall -mounted signs is one square foot per lineal foot of attached wall. Sign A is proposed to be 13.6 square feet, and the attached wall is indicated on the plans as being 68 feet in length. Sign B is proposed to be 13.6 square feet, and the attached wall is indicated on the plans as being 75'-51/2" in length. Thus, both proposed wall -mounted signs will comply with the maximum allowed area for each sign. Pursuant to Page 1 of 2 0 File No. BLD20100734 Union Bank - Sign Permit Application 123 Yd Ave. S ECDC 20.60.045(B), the maximum allowed area of freestanding signs in the BD2 zone for a single tenant is 32 square feet. The plans indicate that the sign face of Sign C is slightly less than 7' by 4'- 7" (thee frame of approximately 1" in width should not be included in the area calculations). Thus, the proposed area of Sign C is just under 32 square feet, which complies with the maximum allowed area for this sign. The maximum allowed total sign area for sites within the BD2 zone is one square foot per lineal foot of wall containing the main public entrance. The,plans from the original building permit for the existing building (BLD19840627) indicate that the southern fagade is 75'-51/2" in length, which yields a maximum total allowed sign area of 75.45 square feet. The length of this fagade was also verified and is indicated on the plans submitted by the applicant for the subject application. The total proposed sign area (Signs A, B, and C) is 59.2 square feet. Pursuant to ECDC 20.60.025(A)(3), window signs meeting the requirements of ECDC 20.60.035 do riot count against the total permanent sign area permitted. 4. Color. For all proposed signs, the logo is red and the letters of "Union Bank" are blue. The background of Sign C is white. The lettering for the window signs is white. It has been determined that these are acceptable colors for this site. 5. Height and Setbacks. Pursuant to ECDC 20.60.030(B), the maximum allowed height of wall - mounted signs within the BD2 zone is 14 feet or the height of the face of the building on which the sign is located (see additional restriction regarding height of internally illuminated signs below). Both proposed wall signs will be under 14 feet in height and are also under the height of the building fagade on which they are located. Pursuant to ECDC 20.60.045(D), the maximum allowed height of freestanding signs within the BD2 zone is 14 feet. The proposed monument sign is 6 feet in height, which complies with this requirement. The BD2 zone does not have a minimum required street setback. Thus, the proposed monument sign is not required to be set back from the property line, so long as its location is not determined to be a sight distance hazard by the Engineering Division. 6. Illumination. Internal illumination is conditionally permitted in the downtown area if consistent with the standards of ECDC 20.60.020(M). As such, internally illuminated signs in the downtown area must be mounted on the wall of the building and may only light the letters. Additionally, internally illuminated signs within the downtown area may not be higher than 14 feet: Thus, the two wall - mounted signs are permitted to be internally illuminated as proposed, but the monument sign is not permitted to be internally illuminated. The applicant submitted revised plans indicating external illumination of the monument sign, which is an allowed type of illumination in the downtown area. 7. Landscaping. Pursuant to ECDC 20.60.045(G), the proposed freestanding sign must have a landscaped area twice the size of the sign area at the base of the sign. The applicant submitted a landscape plan prepared by Pacific Landscape Inc. on January 21, 2011. This plan indicates a landscaped area of 150 square feet adjacent to the base of the sign meeting the requirement of ECDC 20.60.045(G). Decision: Based on the facts and conclusions of this report, staff finds that the design review for this .project (File No. BLD20100734) is APPROVED. I have reviewed the application for compliance with the Edmonds Community Development Code. January 26, 2011 Division Date Appeals: Design review decisions by staff are only appealable to the extent that the applicable building permit or development approval is an appealable decision under the provisions of the ECDC. Design review by staff is not in itself an appealable decision. Page 2 of 2 Inc.189Q0 9 STREEOgDDRESS CITY OF EDMONDS' PUBLIC WORKS DEPARTMENT • 7110 — 210TH ST. S.W. • EDMONDS, WA 98026 (425) 771.0235 • FAX (425) 744.6057 • E-MAIL: klein@ci.edmonds.wa.us WEB SITE: www.ci.edmonds.wa.us February 14, 2000 Attn: Josephine A. Lloyd, Manager Frontier Bank PO Box 70 Edmonds, WA 98026 Subject: Water Leak Credit Account #600950 Dear Ms., Lloyd: FILE GARY HAAKENSON MAYOR I have reviewed your account and will allow a credit for the billing period between September 2, 1999 through February 5, 2000 in accordance with our City policy. The policy states that the customer will be billed at the retail rate based upon the average water consumption for the same period during the previous year. In addition, the excess water lost from the leak will be billed to customer at the City's wholesale rate with a 15% surcharge added for administrative cost. Only one leak credit will be granted in any three- year period. Should you have any additional questions after you receive your new billing, please contact Denise Burke, Utility Billing Clerk, at 771-0241. Sincerely, ` im Waite Water/Sewer Supervisor JW/lk cc: Denise Burke Utility Billing Clerk wordata\water\2000cred it\# 600950 0 Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan 9 • FRONTIER BANK A Subsidiary of Frontier Financial Corporation February 3, 2000 Jim Waite, Public Works Manager City of Edmonds 7110 210th Street S.W. Edmonds, Wa 98026 Dear Jim, RECEIVE® FEB 0 �8 2000 PUBLIC WORKS DEPI In receiving our latest water and sewer bill we had reason to question the charge of $375 compared to previous months of at least $100 less. Our research disclosed that the current bill consumption was.70 units, the previous month was 46 units and this had increased alarmingly since September last year. Our maintenance department here at the bank identified the problem to be a running toilet in a bathroom that is not used. We have corrected this leak. We accept responsibility for the problem but ask if it is possible for you to grant a leak adjustment. Your records of our history would have identified this problemy more quickly had they been able to "flag" this trend. Sincerely, Q CZosephine A. Lloyd, Manager ce President Edmonds Office • 123.3rd Ave. S. • P.O. Box 70 • Edmonds, Washington 98020 • (206) 778-1255 �l''j";�•`"�,'+.'�,�t..�."isi�!.�' , q. �?y `. ' „« �'�f'�`�'i'•aiRr�A/C'S'X'°W"r�'Rr.p+aTfi��"^trYsr.yit`-.+'..vim«.w,t•.. ,..--„ a�v�'"-:a-`4^3t"..•o.r�.r�« �tr.; City of Edmond RIGHT-OF-WAY CONSTRUCTION TREET FILE PERMIT Permit Number. - 9y Issue Date: 4 q A. Address or Vicinity of Construction: 123 3 Air S (9A04499 ) B. Type of Work (be specific): Install�New Service C. Contractor: Waahinvton NatitrAl (:aa Cnmr�anv Mailing Address: 1815 Mercet St, Seattle, WA State License #: 98111 D. Building Permit # (if applicable): Contact: Frank Swan Phone: 274-727A Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ® Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut: ❑ Yes ®No G. Size of Cut: _�C H. Charge $ APPLICANT TO READ ANr IGN INDEMNITY. Applicant understands and by his signature to this application, agrees to h City of Edmonds harm6l jrfom' bZ2, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that maybe made against the City of Edmonds; or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL,B ROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and.material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street -shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City.rwulations as required bx the City � ineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end`oieVorking day; NO EXCEPTIONS. I have read the above statements and understand thepermit requirements and the pink copy of the permit will be available on site at mes for in pectton purposes. Signature: � � Date: December 13, 1993 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR' CITY USE ONLY APPROVED BY: �� r • ,RIGHT, OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER I S4 A0 DAYS DISRUPTION FEE/FUND Ill: SPECIAL CONDITIONS: LIA, ►Y RESTORATION FEE:' r r4 NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 Adm� .I W nNhqjtonAM AV*OvVvn&wWCaTpmy Addendum to : City of Edmonds Right of Way Permit Application _ Submitted by: _ _ MITCHELL S . - LANKFORD . IG�C? _ Engineering Aide Washington Natural Gas 12� # ' -521=5246 7 ._ '/ V � -Y A la q . to window _ �� Water• main depth N,�_ VTR TM„ Key: urikhowri ''gas main. 815 Mercer St. (P.O. Box 1869), Smtle. WA 9F.111 (206) 622-6761 -w- water -g- gas -ss- sewer -6- water hydrant 0 -water .valve ----------- -- ---_ / °�r� • MODERN SEWER CONSTRUCTION CO. INC. Com =,taial - /Jndustad - oq& dviud i Westgate Builders, Inc. 0505. -- 200th S.W. Lyran=.good, Wa. , 98036 1 Attn: Dick Johnson 17810 - Ash Way Alderwood Manor, Washington 98036 743-2756 Seattle Mobile 447-1293 August S, 1984 Je propose to do complete: 1." Sanitary Sewer 2. dater Service 3. Storm Rentention System For the Sum of $14, 000.00 The above is in accordance with the plans and specifications. STREE-T FILE C� El STREET FILE PUBLIC WORKS/ENGINEERING REVIEW SHEET I. Project Name, Address, Description: II. Preliminary Review/Comments/Requirements: A. Street Department: 1 3. B. Water/Sewer Department: 2. 3. ref vi ,� �% 101 r By —c ,or /O/s? 0z Date C. Fire Department: 1. 2. 3. By: Date D. Engineering Department: 1. • 2. 3. By: Date LDS OLYMPIC IN LYNNWOOD OFFICE . I SEATTLE OFFICE P.O. BOX 18V OPERATING OLYMPIC PAVING 3400 STONE WAY N. 6016204TH S.W. HEATING OILS • ASPHALT PAVING SEATTLE, WA 98103 LYNNWOOD, WA 98036 632-0450 778-3124 HEATING & AIR CONDITIONING PROPOSAL SUBMITTED TO PHONE DATE 74. 7707 is Aug STREET ADDRESS: JOB LOCATION dw Nat M CITY, STATE, ZIP 3rd .Av* 'South - nft pp $8V 5 Agpbalt paylimo Pr*re =dpave with asphalt: bases wood el killing 8S Q•.7V Bid scaled from plans. To be billed as actual aquare yards paved at the • c of crushed rods` �- a�dditioua3. emehad rock* if re-quirade will be billed at the rate ALL. PRICES. PLUS TAX Ile A late payment charge may be made on any past due balance, which the law calls AUTHORIZED l a "FINANCE CHARGE", and it is computed at a monthly rate of 11h% (ANNUAL SIGNATURE PERCENTAGE RATE OF EIGHTEEN PERCENT). It is agreed that in case suit is instituted to collect amount due on this contract or any portion thereof, reason- THIS PROPOSAL MAY BE WITHDRAWN BY US IF NOT ACCEPTED able attorneys fees and court costs may be added to this contract. WITHIN 30 DAYS % Permits, if required, will be the owner's responsibility. • We shall not be liable for damage to or breakage of septic tanks, underground pipes, and or conduits not visible from the surface of the ground nor for any damage to approaches (including sidewalks) from the street to the property line. We cannot be responsible for sub grade failures or settling of subgrade material which was not installed under the above agreement. Soil sterilization (weed killer), if included in contract, will be applied at rates specified by manufacturer. Olds Olympic Inc. will not be responsible for any subse- quent growths of horsetail weed, morning glory, deep rooted ferns, or perennials, which have not reached maturity prior to application. All material is guaranteed as specified. All work to be completed in a workman -like manner according to standard practices. Olds Olympic Inc. accepts no responsibility for any work other than that specifically described above. Any additionstoor alterations of the above work -will oe executed only upon written orders and may become an additional charge. All agreements are contingent on strikes, accidents, delays of carriers, and other delays unavoidable or beyond our control. ACCEPTANCE —YOUR SIGNATURE ON ONE COPY, RETURNED TO US; WILL MAKE THIS A LEGAL CONTRACT PENDING ACCEPTABLE I I CREDIT APPROVAL. CUSTOMER COPY ACCEPTANCE BY DATE 0 STREET FILE December 30, 1983 MEMO TO: PLANNING DEPT. FROM: DAN SMITH ENGINEERING SUBJECT: ADB COMMENTS FOR JANUARY 4, 1984 MEETING 1. ADB-103-83 Harbor Square, Building #7 As in a number of other buildings on this site, a number of the parking. stalls back into the main access/traffic road. This will,make a conflict situation that may cause some minor traffic flow problems.*See page 2 2. ADB-106-83 LaFave Condominiums @ 201, 207, 215, 211 3rd Avenue N. The parking layout as proposed is acceptable. The maximum grade to be allowed into the garage is 14%. The alley must be paved to its maximum adjacent to the project. The questions of the directional flow in the alley will have to be settled prior to issuance of any permits. A development plan must be submitted and approved, and the appropriate bonds posted prior to issuance of any permits. 3. ADB-62-83 Existing Signs at Dairy Queen Drive-in @ 7530 212th St. No Comment 4. ADB-88-83 Planned Residential Development of Homeland Homes The engineering requirements*as set with the plat are attached. 5. ADB-112-83 Existing Signs at Mc Donald's Drive-in @ 10124 Edinonds Wa No Comment 6. ADB-113-83 Edmonds National Bank @ 125 3rd Avenue S. This site layout as submitted appears acceptable. A right turn only will be allowed leaving the site from the drive-thru exit. As proposed, the plan requires three curbcuts on 3rd Avenue S. Per Section 18.80.060 (C)(4) only two are allowed. Engineering would not object to the plan as submitted. Also, all unused curbcuts must.be replaced and all damaged curb/gutter/si.dewalk adjacent to the property must be replaced. A development plan must be submitted and approved, and the appropriate bonds posted prior to issuance of any permits. 7. ADB-96-83 New Freestanding Sign (Brian Zetterberg, D.D.S.) No Comment .e 0 0 � Lyle Olmsted, identified earlier, wished to support the application by McDonald's. % He stated the original Dairy Queen was located at the intersection of Edmonds Way and Paradise Lane. He said he is aware of the problems that were outlined by Mr. Jaquish concerning traffic traveling by.the store without adequate signage. They had the same problem. In saying the golden arches do represent McDonald's, Mr. Olmsted agreed. He also stated he felt it was unfair to advise McDonald's they were legal during annexation and to tell them now that they are not. Mr. Olmsted emphasized that the City is either in the business of attracting businesses or the City is in the business of chasing them away. Mr. Pederson closed the hearing since no one wished to make any further comments. Mr. Herman said he did not.understand why the City would say the signs were alright and after annexation say they were not. Mr. Hintz suggested that it was not obvious at the time and that the City may have felt there was a five year amortization period. Mr. Herman asked if the business now had five years to conform. Mr. Tanaka explained that under the Code, in Section 17.40.040, "they can apply within six months following date of annexation to the Hearing Examiner for a specific amorti- zation period." Therefore, they have to comply, but within 6 months can apply for a time period to amortize the value of the sign over the loss they will suffer when they have to take it down. The Hearing Examiner may specify the time limit, he said, the Code imposes no Upper limit. Pat Nuxoll, manager of the McDonald's, said they were annexed 6 months ago and were told there was a sign problem approximately 6 weeks after annexation. She said, if they had known there was a problem with the signs, they would not have annexed. Mr. Jaquish stated McDonald's was one of the major factors in keeping the annexa- tion going. The annexation -is done by property value and must have a certain percen- tage of signatures based on property value. If McDonald's had not supported the UJ annexation, it would not have gone through. Ms. Nuxoll said there were 35 homes and the school, and the school could not be counted as part of the property. So the 35 homes did not equal McDonald's in value. LL Therefore, the 35 homeowners talked McDonald's into supporting the annexation. Natalie Shippen, previously identified, asked if any amortization period had expired, that is, the period in which one could ask for amortization. UJ Mr. Tanaka explained the Code specifies 6 months, and McDonald's said it had been about 6 months, so the period is either over or just about over, depending upon the exact date of the annexation ordinance. Ms. Shippen said the applicant should pur- sue that course. She said the City has the right to expect that ultimately all signs will comply, but when they comply does not matter, as long as there is some fixed period when the sign has served its value and needs to be changed. The amortization period provides individual treatment by the Hearing Examiner, she added, based on the worth and life left of the sign. She said there is discussion now ongoing concerning the Hwy 99 sign code and in relation to that the whole istion of how sign problems are solved, whether through grandfather, amortization, etc. If this is done on 99, there is no excuse for not doing it for other businesses that have sign problems. In response to questions from the Board, Mr. Tanaka said he did not know if the 6 months had expired, but from what Ms. Nuxoll said the time period was over. If that is true, they would appear to be outside the limit of this section. The appli- cant may make application to the Hearing Examiner and at that time the staff would look up the date and let them know whether they are within the time allowed, he said.. Mr, Tanaka added that it is the responsibility of the owner of a property to discover that there is a problem, the City does not have the responsibility: the ordinances are available for everyone to read, MR. BECK MOVED, SECONDED BY MR. PEDERSON, THAT ADB-112-83 BE DENIED, BASED ON THE FINDINGS OF THE STAFF. A ROLL CALL VOTE WAS TAKEN, MM, PARSONS, PEDERSON, AND BECK VOTING AYE: MM, HINTZ, HERMAN, LAFON VOTING NAY. MOTION DID NOT CARRY, MR. HERMAN MOVED, SECONDED BY MR. PARSONS, THAT ADB-112-83 BE TABLED UNTIL THE FEBRUARY 1 MEETING OF THE BOARD TO GIVE THE APPLICANT TIME TO RESEARCH WHETHER APPLICATION MAY BE MADE TO THE HEARING EXAMINER. MOTION CARRIED, ADB-113-83 'EDMONDS NATIONAL BANK (COMMERCIAL DESIGN ASSOCIATES, INC.) - Review of site plan, elevations, landscaping, and signs for bank at 125, 137, and 145 3rd Ave. S. (BC) ARCHITECTURAL DESIGN BOARD Page 11 - January 4, 1984 Mr. Finke reported the applicant is asking for approval of site plan, elevations, landscaping, and signs for the above location. The site is located on the oblique corner on the east side of 3rd Avenue S., where it intersects James Street. It is approximately 145 feet deep, with 235 feet of frontage along 3rd Avenue S. The site is just over 28,000 square feet. The existing Rainier Bank parking lot abuts the north property line. There is one single-family dwelling to the south of the site and south of that is the Quintana Roo restaurant. The rear property line is approximately 105 feet long and abuts a 16-foot wide public alley. The site slopes gently east to west and is occupied by three wood frame homes, two of which are presently occupied. Vehicular and pedestrian access to the site will be from 3rd Avenue S. There is a sight distance problem on 3rd Avenue S., which should be mitigated by requiring a right turn only from both bank exits. The Engineering requirements, which Mr. Finke will discuss later, say specifically that the drive-in exit should be a right turn but, apparently are open to either right or left turns from the other exit. Thirty-one spaces are provided for off-street parking. Twenty-six spaces are required for the main floor bank area. Five parking spaces appear adequate for the basement storage area, providing it does not have office space. The main floor of the building is a little over 5,000 square feet. Basement storage area is close to 4900 square feet. The height of the building is 23' 6". It will have I-," by 6" bevel cedar siding, color beige, with forest green wood trim. A smooth stucco facia is cream color, with forest green trim. Aluminum sash windows, forest green. The sign and logo area at the northwest corner of the building is to be lit at night by a spot hidden on the lower roof surface. Antique -style light fixtures are planned to be attached to the west face of the building on each side of the entry. Antique -style pole light fixture near the entry on the south side of the building. There are also pole lights, polyquad 20, mercury, metal halide 6 high pressure sodium lights, at two locations marked on site plan by an x with a circle around it. The trash dumpster is located by the alley at the southeast corner of the site. The dumpster must be completely enclosed. No electrical meter location is indiated. Mechanical equipment will be located on the north side of the building. This will be screened from view. Landscaping is shown on the plan before the Board. There are a number of different signs, some of which the Board is concerned with and others which are not counted as part of the sign area. The bank name "Edmonds National Bank" is proposed in three locations: on the west elevation, the sign would be 10 inch by 20 feet, almost 17 square feet, the height is less than 12'6". Signs over entries on west and south sides of the building, 6" by 8', the two would total 8 square feet, with a height less than 12'6". A sign and logo are proposed on the north elevation, 53�' by 13.7' totaling 75 square feet with a height of about 20 feet which is above the code requirements. There are also drive- thru signs, exit signs and lane signs which would not be counted as part of the sign area. Comparing the proposed and permitted sign area and height, the maximum area by Code is 100 square feet for all signs; the proposed is 100 square feet. The maximum height by Code is 14 feet, all signs but the one on the north elevation are under 14 feet, but that one is about 20 feet. The Engineering requirements say this site layout as submitted appears acceptable. A right turn only will be allowed leaving the site from the drive-thru exit. As ppro osed the plan requires three curbcuts on 3rd Avenue S. Per Section 18.80.060 (C)(4� only two are allowed. Engineering would not object to the plan as submitted, but it would require a variance from the Hearing Examiner to have 3 curb cuts. Also, all unused curbcuts must be replaced and all damaged curb/gutter/sidewalk adjacent to the property must be replaced. A development plan must be submitted and approved, and the appropriate bonds posted prior to issuance of any permits. The staff finds the subject development is consistent with the Comprehensive Plan and other adopted City policies except for the proposed sign on the north elevation of the building. In regard to the Zoning Ordinance, the subject development meets the require- ments of the Zoning Ordinance, except again for this proposed sign on the north eleva- tion of the building. The subject development appear to satisfy the criteria and purposes of Chapter 20.10 of the City of Edmonds Community Development Code. Michael Medina, from Commercial Design Associates in Lynnwood, representing Edmonds National Bank, Corporation. Mr. Medina passed around a colored rendering of the project for the Board's information. He said one of the original goals of the project was to bring the building close to 3rd Avenue so it would be a pedestrian oriented building and to reduce the scale. This was accomplished with a 12 foot 6 inch facia along 3rd Avenue, continuing around the building to tie it together. He said all the signs on the building are under the 14 foot height limit except for the sign on the north side. He pointed out that the area chosen for the sign is about the only place on the north elevation where a sign could be placed. Commercial Design Associates made a suggestion to the Planning Department to place a freestanding pole sign at the height limit, but decided the building was strong enough to stand by itself and did not want to put any thing in the way of the building. Therefore, decided to go with a front lit sign on the face of the building facing north to be easily read from Main Street, and from 3rd Avenue S.; and the Planning Department, including Mary Lou Block and Bruce Finke, agreed We are asking that you approve that sign at that elevation as well as the conceptual ARCHITECTURAL DESIGN BOARD Page 12 - January 4, 1984 • landscape plan. We have placed the objectionable functions of the building at the back of the site, the drive-thru, mechanical equipment, and the dumpster. We have separated the drive-thru entry from the main parking facility to reduce the chance that any accidents will occur there. We have no problem with a right -turn only at the drive-thru exit. Mr. Hintz asked Mr. Medina to repeat the rationale for a 20 foot sign on the north side of the property. Mr. Medina passed around a photo of the north side of the property. He said a lower sign on the 12 foot facia would be blocked from view by a row of existing trees on the south edge of the Rainier bank property. Mr. LaFon asked if there would be a need for a cash machine sign. Mr. Medina said there would not be a cash machine installed for several years, since this a new bank. When one is installed, Mr. Medina said the Corporation would at that time apply to the ADB for approval. Mr. Parsons pointed out that landscape plan was very conceptual and asked if the intention was to return at a later time with a specific plan. Mr. Medina said they were seeking final approval on the site, elevations and sign plan and preliminary approval on the landscape plan. Mr. Parsons commented that the lawn area was good, because of the pedestrian approach that has been taken. He encouraged the addition of one or two more trees along 3rd Avenue to break it up. The dumpster could also stand a little more screening on the south and east sides. Mr. Pederson closed the hearing since no one else wished to speak. MR. HERMAN MOVED, SECONDED BY MR. HINTZ, THAT ADB-113-83 BE APPROVED FOR A FINAL ON THE SITE PLAN, ELEVATIONS, AND SIGNS WITH A PRELIMINARY APPROVAL ON THE LANDSCAPING. THE SIGNS BE APPROVED SINCE THE APPLICANT HAS DEMONSTRATED THAT LOWERING THE SIGN IS NOT POSSIBLE BECAUSE OF THE TREES ON THE ADJACENT PROPERTY. MOTION CARRIED, MR. LAFON VOTING NO BECAUSE OF THE 20 FOOT SIGN. ADB-96-83 NEW FREESTANDING SIGN BRIAN ZETTERBERG, D.D.S.) - Review of new freestanding sign for dental off ica at 547 Main St. C Mr. Finke reported that this application was before the Board at their last meeting, and they had asked the applicant to come back with additional information to show the proposed sign in relation to the building. The maximum area by Code of all signs is 24 square feet; proposed is 17.5 square feet. The maximum height by Code is 14 feet; proposed height of the freestanding sign is 3' 10". The site has a large lawn area where the sign would be located. The staff finds the proposal is not consistent with the policy in Section 15.15.030 (B)(2)(b) of the Edmonds Community Development Code, which states for the downtown that signs should be "perpendicular or flat to buildings." Section 20.60.040 says that "freestanding signs are discouraged in BC, BN, and CW zones. Freestanding signs will be approved only if the applicant can demonstrate to the Architectural Design Board that no reasonable alternative exists to satisfy the identification needs of the business." The proposed sign meets the area and height requirements of the BC zone for freestanding signs. The proposal appears to satisfy the criteria and pur- poses of Chapter 20.10 of the City of Edmonds Community Development Code. Mr. Finke pointed out the Board has a number of sketches before them showing the sign and its relationship to other elements. Gerald Eilert, representing Brian Zetterberg, expressed his hope that the location being requested is clearly defined for the Board. He said it was deemed necessary in this situation, since there are two businesses and buildings in the area, to have the sign back from the street and parallel to the building. He explained the sign is low and unobstrusive, but is the main identification for Dr. Zetterberg. At present there is no identification at all. Mr. Eilert believes the sign fits the area in design and that the nature of the sign and materials are also aesthetically pleasing. Natalie Shippen, 1022 Euclid, Edmonds, wished to support the sign on the basis of equity. She read from the minutes of the previous meeting regarding a unified sign for the property and the Board's request for additional information. She pointed out the relationship of this sign to the one she spoke to earlier, Harbor Square Associates when she asked if the relationship of signs to the buildings was not a necessity. She stated that the Board was very exacting in dealing with this application, but she did not always find them so exact in dealing with different situations and did not feel it was fair to the people who had to live with their decisions. Mr. Eilert also passed around pictures of the building to assist the Board in seeing the relationship of the sign to the building. Mr. Hintz asked for clarification of whether the allowable signage for both buildings would be used by Dr. Zetterberg's sign. Mr. Pederson noted that he had looked at the property and had ascertained that ARCHITECTURAL DESIGN BOARD Page 13 - January 4, 1984 (C:D D k,INC �RCIAL O IATES 423n 193,11_ STPELT LYf lf,1W(-)(-)C), WAS!-Ii� 1,�T(_)f 198036 CONFERENCE REPORT TO: Dale Schroeder, CITY OF EDM NDS FROM: Michael Medina, CDA, INC. DATE: December 15, 1983 PROJECT: EDMONDS NATIONAL BANK SUBJECT: TRAFFIC IMPACTS IN ATTENDANCE AT MEETING: Dale Schroeder, City of Edmonds Dan Smith, City of Edmonds Michael Medina, CDA, Inc. The following statements summarize our meeting on the above date. AIX 771-2300 1. Item 18.80.060 C.4, in the Edmond's zoning code limits the number of curb - cuts to two for any one ownership on one street. The Edmonds National Bank proposal includes three curb -cuts along Third Avenue. 2. The 30' wide curb -cut for parking access can be reduced to 24 feet, in- creasing its distance from the drive -up entry by six feet. 3. The drive -up exit curb -cut has restricted visibility around the oblique corner, and may have to be a right turn only type of exit. 4. It is possible to eliminate one curb -cut by placing the drive -through entry inside the parking area rather than on the street, but this would eliminate two parking stalls on a site where parking will be at a pre- mium. 5. Given the low speed limit on Third Avenue the lack of traffic on James Street, and the fact that two of the proposed curb -cuts are one-way only, the actual impact on traffic may be minimal. 6. It was mentioned that there exist presently three curb -cuts along the street frontage on which Commercial Design Associates, Inc. is proposing three curb -cuts. 7. After reviewing the proposal in more detail, the City will advise Commercial Design Associates, Inc. prior to Tuesday, December 19, about whether or not they will waive the two curb -cut limit for this particular project. Commercial Design Associates, Inc. is proceeding with the project based on the above statements being correct. Please notify Commercial Design Associates, Inc. immediately if there are any corrections or additions to this report. jb CITY OF EDMONDS PUBLIC WORKS DEPARTMENT �(� RIGHT - OF - WAY CONSTRUCTION PWiIJ d E,, ,: x A. *Address or vicinity of Construction • Owner: Name � ' 3 -3 S Mailing Address c�ctiZo City, State, Zip Code • Contractor: 1Y) 1 > If rz--i S C l-� C``- Name ► )pro lash Mailing Address f\ ido'\. City, State, Zip Code Permit No. a r Issue Date • Permit Issued To: • Type of Work to be Done: • Work in Connection With: ❑ Sub or Plat ❑ Single Family ❑ Comml. / Ind. ❑ Apt. Condo. • Pavement Cut:] Yes ❑ No N) o z R S C f G State License Number r7y3-zqg Telephone Number * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * B. APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following 'the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call IM Xz MXWXilsid =� 771-3202 PT. 256 . I understand that this permit must be available at the'job site for inspection purposes at all times. Signature: Date Owner or Agent r' THIS PERMIT. MUST BE POSTED AT THE JOB SITE FOR INSPECTION PURPOSES yt CALL DIAL - DIG PRIOR TO BEGINNING WORK ° 4 C. Issued By: �� t,Q`lG� :•&Q Time Authorized: Void after d days Special Conditions: Ammendments Permit Fee: 3 0 o, Security Deposit: Receipt No.: Fund III Fee: Street Cut Dimensions X= * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div: December 1978 FIELD INSPECTION NMES (Fund 111 - Route cony to Street Dept. rnmmPntq! Diagram: Contractor called for Mork Disapproved By: [cork .Approved By: Inspector: inspection Yes No Date: By: Date: Date: Ena. Div. December 1978 lo ry unionBank InL,r1 kiJ c tt� e, .l. { �". .11 -41:1';:.�" % , 11, 'P-0'. 777777 ,COMPANION laylaTgma j, . AmmorAz7valr4a AN 21 20111 DEVELOPMENT SERVICES I ane coPYnOh: law ane are :he sole progeny of Wmpamon Systems pan snout wrnten permissron S rN TREET FIL,E i C B W d FINISHED FLOOR— 17 3/9' M M. CV 12 3/8" s' 9 80" ' NON ILLUMINATED I I ATM AREA t ' I i t ENVELOPE I i DISPENSER WITH t WEATHER COVER FOR 3 7/8"x 8 7/8" I ENVELOPES I RECEIVE® { 21 2011 DEVELOPMENT SERVICES COUNTER APPROVALS I DATE Standard Walk -Up ENGINEERED: JJH 07=09 DRAWN: 11H 07/22/09 34 1 /8" ATM PAN Diebold 1072ix 48„ CHECKED: BH 0-7/22/09 sHffT ype,Featwedcomponent,Se uence# REVISION s¢E Rod. LD..DRW T q 11:20SCAL A 8850,PR,Catalog,02 ACTIOW- • EANGL DONOT . A - • .. - ..... -...- — . Cop)+IdJ 2009 UNUN &INK NA . . ... .... ...... _.._ ... _ _ .. _ _- . _ .... .. .. _ __ M5 WEST 2W NO¢M . HOM SAD LAMUTAH M054 FAX F I WI) 90 15 HL®HONE 1100119]bE0B2 - 'SHEET: 1 of 1 _ _._..... . . .. .: %i 4 A h 4, :,Ivest in you, A zJ- 7F Union Bank The designs represented in this document are protected under Series 8850 Surround with Filler Panel U.S. and international Iradernifil walk-up shown with a Opteva 760 ATM. and copyright law. and are ine tole property or Compan,on systems. July 257 2009 Uunion bank18850-with filler panel-760 i Any reproduction .n wAole or in pan without Written PtrmlSrOn is pronibited. F` I D 2. ----- I I 2„ ILLUMINATED ' = SIGNN 35" SIGN 9" ILLUMINATED GRAPHIC AREA FOR THE REPLACEABLE PRINTED INSERTS 1 - VIEWABLE 80" A n n II 17 3/8" SIGN n u 2711/16" VIEWABLE IIGRAPHIC AREA 1 " n a I CL < �I II a 00 M ....__ ..I.. FINISHED FLOOR .....I i i 00 S7 DD N � I I i � ILLUMINATED I ATM INSERT PANEL FOR THE DB OPTEVA 760 i I ' T 1 � � I ENVELOPE DISPENSER WITH I WEATHER COVER FOR 37/8'x8719' ENVELOPES 80 I ' ' I i I5 RECEIVED JAN 21 2011 , DEVELOPMENT SERVICES ' COUNTER UNLESS OTHEWASE .... _ .. __ SPEC DIMFHSRJNS _ . AREINARE: 1�i� \'� L"pMPA N_ IpIV SY — AREEN CES ARE �—�-� RRACRON -tins �� %v—, MAIV AJFAC'I ;• ;. t 28 5/8" ATM PAN Ijf ... .. ... .._ . . _,__ _....._ _ .. - ... ...__._.._ .____ . __. _. 48 ... .._ APPROVALS DATE Standard Walk -Up Diebold O teva 760 ENGINEERED: JJH 07/22/09 DRAWN: 1JH 07/22/09. CHECKED: BH 07/22/09SEE SH A Rod ID.,DRW Type,Featmed co ponent•Sequence A 8850,PR,Cata1og,01 - REV610N A ECT20N DONoTsCAIE .9i � � _ ... _.. ..... ..... . .. __..._.. .—. ._. _.....eeW J 2ON UNION BANS NA. __� TmO NORM=NORM SASS USE, VSAH M65r- FAXB IB011 VSbl5kl TEN3HONEB (LOLL VSbBOB7 - _ "SHEET: l of'1 _ .. ... _... _. e �: 8. 6" ' 5 4_. 3 2 � :7 EDMONDS NATIONAL BANK Application for Architectural Design Board Review of site plan, building design, signange, landscape concept, and site lighting. CONTENTS: Title Sheet . . . . . . . . . . . . . . . . . . . . . 1 Application . . . . . . . . . . . . . . . . . . . . . 2 & 3 Legal Description . . . . . . . . . . . . . . . . . . . 4 Reduction of Drawings Submitted . . . . . . . . . . . . 5 Sign Information . . . . . . . . . . . . . . . . . . . 6,7,8 & 9 Site Lighting Information . . . . . . . . . . . . . . . 10, 11 & 12 DATE December 14 4i r �1983FILE SITE PLAN CITY OF EDMONDS APPLICATION toto the ,ARCHITECTURAL DESIGN BOARD BUILDING PLANS (3): ELEVATIONS tip" LANDSCAPE PLAN k"� ENVIRONMENTAL DATA_Z'� RECEIPT # e'.3 SIGN EXHIBITS SFEE /3IJ 00 RECPT # PLAN MODIFICATIONS TO FILE NUMBER: HEARING DATE Z eE3 OWNER/REPRESENTATIVE Commercial Design Associates Inc PHONE (206) 771-2300 ADDRESS 4230 198th Street Southwest, Lynnwood, WA ZIP CODE 98036 ARCHITECT/DESIGNER "Same" PHONE PROPERTY ADDRESS LEGAL DESCRIPTION PLANS SUBMITTED FOR APPROVAL: ZONING 1. Building Plans - Preliminary 4 Final x Site Plan x Landscape Plan x Elevations x Sign Elevations x Site Plan x Landscape Plan 3. Modification of previous approval EXISTING USE OF PROPERTY Single-family residences. DESCRIPTION OF PROPOSAL A new unit branch bank building, apprnximatPly 5,nnn square feet footprint, with two drive -through lanes and parking for 31 vehicles. APPROXIMATE DATE WORK WILL BEGIN ON PROJECT April 1, 1984 ESTIMATED TIME FOR COMPLETION OF WORK July3_, 1g84 RELEASE/HOLD HARMLESS AGREEMENT: The undersigned applicant, his heirs and assigns, in consideration for the City processing the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages and/or claims for damages, including reasonable attorneys; fees, arising from any action or inaction of the City whenever such action or inaction is based in whole or in part upon false, misleading or incomplete information furnished by the applicant, his agents or employees. ,PERMISSION TO ENTER SUBJECT PROPERTY: The mission for public officials and the staff property for the purpose of inspection and undersigned applicant grants his, her or its per - of the City of Edmonds to enter the subject posting attendant to this application. U I r �J Z2. (Si nature of Applicant) rEE:' $110.00 for maior projects. (more than 4,000 square feet, or more than four units, and • 4-hecklist(SEPA) $40.00 environmental fee also. CITY OF EDMONDS ARCHITECTURAL DESIGN BOARD APPLICATION ALL PLANS SUBMITTED FOR REVIEW BY THE PLANNING DEPARTMENT MUST INCLUDE ONE REDUCED COPY(11" X 109 MAXIMUM), OF EACH EXHIBIT. For application to the Architectural Design Board, the following items must be submitted: (1) Completed application form; inlcuding property owners within 80 feet, for major projects. (2) Exhibits: *** Three (3) prints of all preliminary and/or final drawings to scale. Any modifications to approved plans must also be submitted. The applicant or representative should contact the Planning Department (775-2525) for consultation as to which of the following items shall be required in connection with the application. All of the required information must be submitted prior to ADB review. Check below which of the items have been submitted. (a) PLOT PLAN 1. All property lines. 2. Setback lines. 3. All structures, existing and proposed, to be indicated in scale. 4. Existing trees, size, location, and type, including the existing grade at base. X 5. Driveways and off street parking, including curbing, surfacing material, stall size, aisle widths, and traffic direction. _X 6. Screening of all exterior trash enclosures, loading areas, etc. �• 7. Public improvements, including streets, curbs, gutters, street lighting and sidewalks. 8. Existing contours, proposed contours, and a drainage plan. (b) BUILDING ELEVATIONS X 1. All elevations pertinent to application. X 2. Type and color of exterior materials. X 3. Height. X 4. Screening of roof -based mechanical equipment. (c) LANDSCAPE PLAN Y. 1. Type and location of existing and proposed shrubs and trees. X 2. Initial size of all plant material (by height). 3. Fencing, including height, location, and style (use of material). 4. Recreation area. (multi -family residential). -� (d) SIGNING �- 1. Size, shape, and exact location of all existing and proposed signs (interior and exterior). _ 2. Colored -sketch of all proposed signs. X 3. Materials (wood, plastic, metal,etc.). .. X 4. Type of illumination. 5. Cross-section of entire parcel illustrating any proposed free-standing sign in proper relation to the structure it is designed to serve. X 6. Plot plan plus structures (see a3). (e) LIGHTING PLAN 1. Lot lighting, including location of fixtures,style of fixtures, and intensity of light. X 2. Any structure illumination,including location of fixtures,style of fixtures, and intensity of light. LEGAL DESCRIPTION FOR EDMONDS NATIONAL BANK PARCEL A Lot Eleven (11), Block "C", Plat of Edmonds, according to plat thereof recorded in Volume 1 of Plats, Page 26, records of.Snohomish County, Washington. PARCEL B All that portion of the NEJSEISE4 of Section 23, Township 27 North, Range 3 East, W.M., described as follows: Beginning at a point 162.86 feet North of the Northeast corner of intersection of Third and Dayton Streets in the City of Edmonds; thence East 145.95 feet; thence North 111.43 feet to North line of said subdivision; thence West 145.95 feet; thence South along the East line of Third Street, 111.43 feet to the point of beginning. Situated in Snohomish County, • Washington. PARCEL C All that portion of the Northeast Quarter of the Southeast Quarter of the Southeast Quarter of Section 23, Township 27 North, Range 3 East, W.M., described as follows: Beginning at a point on the East line of Third Street 120 feet North of the North line of Dayton Street in the City of Edmonds as said streets are now established, running thence East 159.95 feet, more or less, to the West line of the Schmidt Tract; thence North 17.15 feet; thence West 14 feet; thence North 25.71 feet; thence West parallel to the North line of Dayton Street 145.95 feet, more or less, to the East line of Third Street; thence South along the East line of Third Street 42.86 feet to the point of beginning; EXCEPT portion along the East side as conveyed to the City of Edmonds for alley under Auditor's File No. 1782213. • All-iia 7. &UC:1AT E'AL s 42301961 - Street S.W. Lynnwood Washington 99036 .771-2300 m EDMONDS NATIONAL BANK ARCHITECTURAL DESIGN BOARD APPLICATION SIGN INFORMATION I. BANK NAME ..EdNational Bank Type style: Clarendon Letter Height: North Elevation 18" capitals West Elevation 10" capitals Above Entry Doors 6" capitals 3-dimensional letters, gold paint. (See attached sheets) II. DRIVE-THRU SIGNS A. Entrance/Exit Signs at Curb -cuts , oI Backlit Lexan =p N Aluminum Frame b. Lanes Neon letters behind black plastic in aluminum frame (see attached sheet). to 0 architectural letters CRAW CLARENDON C-922 ABDEGK1Vt HEIGHT 4" 6" 8" 10" STROKE 11 1/16" 1 1/2" 2" 2 1/2j DEPTH 1/2" 1/2" 3/4" 3/4" 3/4" WIDTHkV-EkbE-" 4" 6" : 8" 10" 12" RIBBON S-905 ABDEGMR , HEIGHT 3" 4" 51' 6" 8" 10" 12- STROKE 3/16" 1/4" 1/4" 1/4" 5/16" 3/8" 3/8" DEPTH 3/4" 3/4" 3/4" 3/4" 3/4" 1 1 1/8" AVERAGE WIDTH 2" 3 1/8" 4 1/4" 4 1/2" 5 1/8", 7 1/8" i8 1/2" KABEL S-901 A B C D E G M HEIGHT 4" 5" 6" 8" 10" 12" 14" 1!- STROKE 11/16" 3/4" 7/8" 1 1/4" 1 9/16' 1-11/16" 1 7/8" 2 1.14' DEPTH 1/4 1/2" 1/2" 5/8" 11/16" 3/4" 13/16"! AVERAGE WIDTH 2 3/4" 3 1/2" 4" 5" 7" 8" 9'. PRISMATIC K-401 ABDE GMR S HEIGHT 4" 6" 8" 101. 12" 14" - - - ---------- - - STROKE 1/2" 3/4" 1 1 1/8" .1 1/4" 11 3/8" ........................... DEPTH 5/16" 'l 1/32" 7/16" 7/16" 5/8" 5/8" AVERAGE WIDTH 3 1/4" • 4 1/2' 6" 7 1/4" 9 1/2" "-NOVO 10.11 b/Mat Matthews L,;rS fast Letters Letter Styles 'laqueS Sizes and Specifications I AMERICANA ABCDEFGHIJKLMNOPQRSTUVWXYZ Material: Bronze abcdefghijklmnopgrstuvwxyz , Finish: 12345,67890 & Satin Sizes 1 1!2 2 3 4 6 8 10 12 14 16 Average width 1!4 I' /16 2!/2 3?4 5 7!,2 10 12bz 15 1712 20 Width of stroke 118 3/16 !4 % 'n % 1 1!; 1'2 134 2 Depth 3/16 3/16 3/16 14 14 3,8 3.8 18 12 12 1.2 CLASSIC ABCDEFGHIJKLMNOPQRSTUVWXYZ Material: Brass abcdefghijklmnopgrstuvwxyz Finish: Satin '�tJV 07 1234567890 & Capital sizes 1'/2 13/4 2 2112 3 31/2 4 41/2 5 51/2 6 7 8 9 10 12 Average width 13/16 18/32 19/16 127/32 23/16 22/6 31/4 31., 33/4 41/8 41/2 5% 6 7 71/4 91/2 W` Width of stroke 3/i6 '/32 '/4 %2 % 'A6 '/2 Vi6 % 11/16 3/4 13/16 1 11/16 11/8 1'/4 Depth '/8 '/8 1/8 '/8 '/8 'A 6 5/16 3'8 % % 2A 6 'A 6 2/16 2/t 6 'A 6 !/2 Also available in sizes 1;4. 5/16. %. 1/2, %, 3/4. 2/8. 1. 1*./4 CRAW ABCDEFGHIJKLMNOPQRSTUVWXYZ CLARENDON MEDIUM abcdefghijklmnopqrstuvwxyz Material: Aluminum 1234567890 & Finish: Reflex Blue Capital sizes 1 1!-2 2 3 4 6 8 10 12 14 16 Average width 1Y4 2 3 4 5 8 10 13 16 171i .20 " Width of stroke 3/16 !i 3'B "2 5/8 1 1 111/16 2'/16 213/16 23/4 Depth 3/16 'A 5/16 a8 Y2 !R 3/4 N 34 1 1 CRAW ABCDEFGHIJKLMNOPQRSTUVWXYZ CLARENDON , BOLD abcdefghijklmnopgrstuvwxyz Material: Aluminum 1234567890 & !. 1' Finish: Dark Blue Capital sizes 1 1!z 2 3 4 6 8 10 12 14 16 Average width I1; 2 3 4 5 8 10 13 '16 17! 20 Width of stroke !/4 2 Pi 3 3!z 4 Depth 3/16 5/16 311 Ili '2 3j 3/4 44 Y CRAW ABCDEFGHIJKLMKOPQRSTUVW%YZ CLARENDON CONDENSED &Material: 1234567890 - Bronze Finish: Dark Oxidized Lower Case Not Available Capital sizes 1 116 2 3 4 6 8 10 12 14 16 Average width 25/32 15132 16/16 . 25/16 3% 4% 6'/4 7131,6 9% 1011/16 12rj Width of stroke !jg 3/16 '% 3/16 % 1 1'% 1% 1% 23/,6 2Y . _ _.. Depth 3/16 3/16 3/16 '14 % % % 3< n n 1 ,� ARCHIT SIGNAL lu Ult Y. Or_ WOO qlpqlrl r, M ,y�7 � �r!"�s=. �?o-� +, ��.'4t 3w v T''T W r .0 �`�• ...� EDMONDS NATIONAL BANK Edmonds, Washington Architectural Design Board Application • Site Lighting Information PO[YQUAd 20 MERCURY, META HAtidE & High PRESSURE SO&M Enclosure: Extruded aluminum housing. Lamp and ballast chambers sealed with silicone gaskets. Extruded aluminum door frame hinged at back and secured by tempered stainless steel latch at front to permit easy access to lamp and ballast. Plate glass 1/4" thick. Davit arm included with luminaire. Reflector: Faceted mirror reflectors of specular anodized high purity aluminum. Reflectors and lampholder assembly can be rotated 90' to change the light distribution pattern without changing luminaire orientation. Lampholder is set to provide Type III IES distribution, can be readily changed in the field to provide Type II IES distribution. Ballast: Mercury vapor: constant wattage autotransformer, HPF. Metal halide: autostabilized, HPF. High pressure sodium: non -regulated HPF. Mounted on removable tray with quick disconnect plug-in wiring for simplified maintenance. Finish: Black or bronze baked acrylic. Lamp compartment interior: heat resistant white. Poles: Selection shown on page 91. Drilling templates provided with luminaire. Wall Plates: Wall mounting plates are available for Polyquad 20 housing. Consult Outdoor Products Reference Guide. (Catalog numbers shown are 12OV. For other voltages consult Outdoor Products Reference Guide.) YD16-25711 BLACK/YD16-25712 BRONZE 40OW MERCURY YD16-26711 BLACK/YD16-26712 BRONZE 40OW MET:.L HALIDE YD16-2MI BLACK/YD16-27712 • 400W HPS MONDS NATIONAL BANK monds, Washington chitectural Design Board Application to Lighting Iffformation 64 p4fw �4. 4 ',URESodium 7to Inc :xiruded 4 X !tlr - �gg. ed by aasy access irm anodized ler J IES I top vide S� - transformer, 41 rqq-t' j essure ,able tray IT ied P _Q Ain. )mpartment nplates le for �a "n I -ts Reference '4 TrQ z)ltages 9 lk- 47 91M 1� 10 MR 4-0. I .,kf Ell ji" Tk lu- 22 F u Aw d 4(> cc) EDMONDS NATIONAL BANKD Architectural Design Board Application 0 Site Lighting Information • • Assembly of 2 - G1278 PM and 1 - G16 on 3608-P post features 12" and 16" globes on vintage filagree bracket arms and distinctive post. Shown in verde green finish with an 8' high post providing 9�/z' overall height. Available with 10' and 12' posts and with 1 - 100 and 2 - 50 watt mercury vapor. For 70 watt high pressure sodium specify 14" globes (G1478 PM) on the sides. %UDao �0 0-v�4 Page 1 of I Machuga, Jen From: Jeff [Jeff@pacificlandscapeinc.com] Sent: Friday, September 23, 2011 6:46 AM To: Machuga, Jen Subject: Edmonds Union Bank Hi Jen! Here's a list of the plants that we put in at the Union Bank in Edmonds, 123 3rd Ave. So.: ** 1, 4-5 Hanoki Cypress ** 1, 2 gal Azalea ** 6, 1 gal Acorus ** 4, 1 gal Heuchera ** 3, 1 gal Dwarf Fountain grass Please let me know if this works for you. Thanks, Jeff Jeff Telgenhoff / President Pacific Landscape, Inc. Office: 360. 563. 9890 Fax: 360. 563. 9893 Cell: 425. 754. 0040 9/27/2011 LAMPHOLE COVER OLYMPIC FOUNDRY CO. 2" ASPH-:CONC.I 5931 OR EQUAL - 17 +1 2" LEVELLING COURSE BASE COURSE COMPACTED SOIL METAL OR PLASTIC EXPANDABLE PLUG - REQUIRED. 6"CITY STUB dGITY UNDER ASPHALT..' +1 UNDER GROUND -6" RISER ' . . WYE &1y8'89ND (45 0) to POR 6 SIDE SEWER DATER ti"010,11 0u, 'AP RISER z ,,"WYE a,9fBEN9(45*),' A eSIQ9-- NO 4, P47,1, 9TAkbAlRQ PLXHIfl, I iw SEWER GLE DETAIL .'REVISION DESCRIPTION 1'NTER`-OFFICE • CO:MIVfUN1'CATIO:NS DATE _19 TOa�b�✓��iB Ad FROM h SUBJECT: IVAT 1Z 94A1 ,�C�c/�%D i -�r�t✓ /"�cG� l/ -�; PUBLIC IVO KS �� fliIIA111"9616 DEER TRAIL DRIVE, SAN DIEGO, CA 92127 mike@sullawayeng.com ENGINEERING phone: 1-858-335-7606 fax: 1-858-777-3534 PROJECT: UNION BANK, 123 3rd. AVE. S, EDMOINDS, WA DATE: 2-16-11 ROJECT #: 659 ENGINEER: MFS CLIENT: ARROW SIGN CO PAGES: 1 OF 3 7 ELEVATION GENERAL NOTES 1. DESIGN CODE: IBC 2006/2009 2. DESIGN LOADS: ASCE 2005 3. WIND VELOCITY 85 MPH EXPOSURE C 4. PIPE STEEL ASTM A36 GRADE B 5. TUBE STEEL ASTM A500 GRADE B 6. FRAMING DESIGNED AND FABRICATED BY AN APPROVED SHOP 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 8. BOLT STEEL ASTM A307 APPROVED 3" PIPE PLANNING Monument sign shall comply with all dimensions, location, and landscaping indicated on approved plans. Obtain Electrical Permit from "'` • F ill j 9616 Deer Trail Drive, SD, 92127 T.I�� f T gm gmail.com mikesullaway@gmail.com E N G I N E E R I N G Phone:858-335-7606 Fax: 858-777-3534 PROJECT: Union Bank, 123 3rd Ave. S, Edmonds, WA DATE: 2/16/11 PROJ. NO.: 659 ENGINEER: MFS CLIENT: Arrow Sign Company PAGES: 2 of 3 v1.6 building code; IBC 2009 units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7-05 F=qh"G'Cf"As with qh = 0.00256KZKnKdV 1 (ASCE 6.5.10 and 6.5.14) Cf= 1.441 (ASCE Fig.6-20) Kn= 1.0 (unless unusual landscape) 1= 1 for structural category II KZ from ASCE table 6-3 Exposure= C Kd= 0.85 for signs V= 85 mph G= 0.85 (ASCE 6.5.8) weight= 0.417 kips s/h= 1.000 Mop= 1.50 k-ft B/s= 1.17 Pole structure height at pressure Wind Loads component section c.g. KZ qh gh`G'C1 Area shear Moment Mw 1 2.98 0.85 13.36 16.37 41.72 683 2035 sums: 42 683 2.04 (Mw) k-ft arm= 2.98 for s/h=1, add 1OW x 1.10 2.24 P�= . kip REV M„=sgrt(1.2MoL2+1.6M1,1,z)= 4.01 01 k-ft 1LS79b 1"Li�l'Vgrt H ®VED CITY OF EDMONDS BUILDING DMSION Pole Design section; pipe M„ > �M„ With Mn = 717 fY 35 ksl rp= 0.91ANS�XAIVIII�TER H M (k-ft) Z req'd. (in) Size(in) P (� fp at grade • 4.01 1.53 3 216 2.2 / DATEf - Footing Design footprint: round co- 1.3 (cbc 1605.3.2) CBC Table 1804.2 with Note d, sections 1804.3.1 and 1805.7.2 P= 0.89 kip S1 = S x d / 3 A=2.34xP/(S1 xb) S= 400 S1= 570 d =0.5xA (1+ (1+4.36x h/A) 1.5) A= 2143- City of Edmonds 804146 - ,� eeP e®$ a 4'-9" VED ? LA N i-K�F13VED AS NOTED FEB 22 2011 BUILDING DEPggnyEN CITY OF FDMONDS Fa1S5 �'�sSIONAL�'� 9616 Deer Trail Drive, SD, CA 92127 mikesullaway@gmail.com E N G I N E E R I N G Phone: 858-335-7606 Fax:858-777-3534 PROJECT: Union Bank, 123 3rd Ave. S, Edmonds, WA DATE: 2/16/2011 PROJ. NO.: 659 ENGINEER: MFS CLIENT: Arrow Sign Company PAGES: 3 of 3 building code; ibc units; pounds, feet unless noted otherwise zX 3.45 3 x 6 x 3/16 HSS Tube zy 5.59 c= 5.71 L= 3 fy 46 0.9 weight 420 Ibs Wind Shear- 683 Ibs wself= 32.5 Mop= 1260 Ib-ft =Mx Mpg= 18.1 k-in (weak dir) �Mc=�fyz= 143 k-in ok Mw= 2049 =My Mr= 39.3 k-in Torsion T= 2240 Tr= 43.0 k-in (strong dir) �Mc=�fyz= 231 k-in Fcr= 21 ksi ' Tc= �Fcrc= 107.92 k-in 18.1/143 + 39.3/231 + 43/108 = 0.70 <1 ok ok ok RE VVc� FEB 2 2 2011 BUILDING O : MMOND-S 105146th avenue OaldorA (A 94601 Phone 51 M33.1693 Fox 510-5330815 lk 014794 FOOTING 1'-4n 1'-4 u INDIRRECT 11LUMINATION WITH RECESSED MOUNTED LSI FLOOD FIXTURES JRDB-70MH-120—SWW—RGA—BLK—TR TURN 4 5/8n DIA. HOLE THRU TUBE Job Nome: Address: city: Date: Sales: Designer. Design No.: filename: P—on — 3'-6" D.C. SIGN INSTALLER TO ROUTE UNDERGROUND / , \ ELECTRTICAL SERVICE TO 1—g FLOOD FIXTURES IN FIELD II >> II I) 120 VOLT ELECTRICAL ')SERVICE TO THIS J LOCATION BY OWNER 4'—On z z wW PLAN VIEW SCALE. 1/2" = 1'-0- i I I 4" STD. STEEL PIPE 4'-11 " LONG SIGN C ELEVATION SCALE. 1/2n = 1'-0n J i P/// A --4f/4/ // z Union Bank #321 Re"' Date DESOUPTION 123 3rd Ave. S A 12/14/10Change to non—iilumina, B 12/28/tORev. per new artwork Edmonds, WA C 2/16/11 Add offset footing 11/12/10 Jack Abele/Tom Salmon Paul Brengle 00612 z Q Lu ul 00 o� jU 3" STD. STEEL PIPE COLUM 5'-5 Yen LONG 3 X 6 X 4f 6 n HSS RECT. TUBE BEAM 3'— 7 n LONG BURN 3 5/8" DIA. HOLE THRU TUBE EXISTING 36" CULVERT DRAIN TUBE GENERAL NOTES. 1) ALL STEEL PIPE TO BE ASTM A-53 GRADE B. 2) ALL STEEL ANGLE AND PLATE TO BE ASTM A-36. 3 ALL STEEL BOLTS TO BE ASTM A-307. 4 CONCRETE TO DEVELOP 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. nectrical againmemr F FINAL APPROVAL eAft number Amp toad yohage hq. Work on this job has been stopped at this palm and will no he resumed until this drawing Is signed and set back to Arrow Sign Company. rh 6* *W iorrml isI 1 1 111 0 anal ®d lmcamee so" amqpwWfw mMftdia An.dmmFAIrhrdW&d Wfta 4FkwinhWffl1bftbyA Pipe review this drawing unhiiyl This is the final proof. I bare verified the accuracy of all grphia shown with resped to sizes and content, the spedflmtioas are aortae and represent our order requirements exactly. I authorize release to production aaording to this approved submittal. Drawing No., C101 rah h a alplwl wpAl lid dmkq pnpmW f« ra a km SP ra ro o slag prom® dmlakad for yW 6-h— n h M to to den b M= WS91 dwmr apmdmeonm b be vqmdwd, W* or WNW to OR h*bm Approved by: Data: — A-08 EXTRUDED ALUM. CHANNEL CABINET FRAME. MITER AND WELD AT CORNERS �n Y2" 01A. STEEL LIFTING EYE. REMOVE AFTER INSTALL, AND REPLACE WITH HEX BOLT aQQo� 105146th Avenue Oakland, U194601 Phone 510-533.7693 fax 510.533-0815 tic #314194 4" X 4" X 3/8" STEEL CAP PLATE. WELD TO TOP OF 3" PIPE. TO BE FLUSH WITH TOP OF ANGLE FRAME 1 Y2 X 1 Y2 X 3/16" ALUM. ANGLE CLIPS WELD TO A-08 AT BOTTOM OF SIGN CABINET FRAME EA. SIDE OF STEEL PIPE. 3/8" DIA. STEEL THRU BOLT (TYP) 1 Y2 X 1 Y2 X 4�6" ALUM. ANGLE CLIPS WELD TO A-08 AT TOP AND BOTTOM OF BASE SHROUD EA. SIDE OF STEEL PIPE. Y2"" DIA. STEEL HEX NUT WELD TO y II UNDERSIDE OF CAP PLATE ,l z z W ch Q a.p WW ® C\j Qu m 00 LU Y8" ALUMINUM SIGN FACE PLATES, WELD OR LAMINATE TO A-08 ALUM. CHANNEL CABINET FRAME. Y2" FCO ACRYLIC PLASTIC LOGO AND LETTERS WITH t /" STANDOFF �— SECURE LOGO AND LETTERS WITH (3) 110 STEEL STUDS DRILL AND TAP t/a n DEPTH INTO BACK OF EACH LETTER AND LOGO ELEMENT. I SECURE TO SIGN FACES WITH HEX NUTS. 761 LSI GROUND MOUNTED 9" FLOOD FIXTURES (TYP) =1 I I=1 I I III-1 I I-1 I . — 1 J-4n 1'-4- SECTION q SCALE: 1 112" = 1'-0" C.02 Job Name: Union Blink #321 --- ---- Address: 123 3rd Ave. S A 12/14/10Chonge to non—illuminat B 12/28/10Rev. per new artwork W. Edmonds, WA C 2/16/11 Add offset footing Date: 1 1 / 12/ 10 Sales: Jack Abele/Tom Sarm en Designer. Paul Brengle Design No.: 00612 Rlename: Drawing Ncu C, 02 h6 b ao wip6m) oapuh0ibd boriop pdapard tr sm 6r Aao. sga [e ro o d� pdopnm aatl�da t. r.. taaloea a ti ad b w dtgal W airyn aaMda of roW adp nw;&= ID b apla&* W* W awl&d r0 dory iasll. Electrical eAff number Amp toad Yottoge Req. fla tK* OW d Kew fatarmrea dd& ad kwdm We6A m appmvd (ar aoQrodam k= ilea oat prad h PbR d4bTICI wvtu to d+� taWam r a� Wort an this Ph has been gapped at this point and will not be resumed until this drawing Is signed and set bark to Arrow Sign Company. Ploose review this drawing comfullyl This is the final proof. I have verified the amuary of all grpbla shown with rasped to sizes and content. The Vedficatioas are mrred and represent our order requirements exactly. I authorize release to production according to dds approved submittal. Approved Date: tie RAM or drawing. Such buitdina, stmctm for conifitn may be the cu of a e'nfc>i r.e a ti jn." APPROVED BY PLANNNC Sign Summate ' Sign New Sign Type Description New SO. FT. Existing SO. FT. A A1.3 Channel letters 23.4 33.67 B A1.3 Channel letters on raceway 23.4 , 43.75 C Custom C Monument sign 31.5 2.14 E1 J1 S/F panel sign 4 2.14 E2 J1 S/F panel sign 4 2.14 E3 J1 S/F panel sign 4 2.14 F K3 Vinyl graphics 3.23 N/A G K3 Vinyl graphics 3.23 N/A H F1.4 FCO letters and logo 9 N/A I vn I raphics N/A N/A ate OT IEdmonda h0dMO g ;r;i +��APP a3 �V JAN 21 2011 CITY OF EDf1 ONDS BUILDING DEPARTMENT BUILDING D PARFWNT Iri`3R�t CITY OF EDM,ONDS � `S��A.f C ADDRI`SS GVVNER last, AP PRO1/EDDATE: ELDG.OFFICIAL: _ DEC 2 9 2010 i ?E:R �10 u 6 �7%��I��I� SUILDING D AU NT a L-2010�` CJ �G aPK tWED AS NOTED i:NGIN ERINC � f NOV 2 3 2010 BUILDING DEPARTMEW 01W OF IsDMrONDS UREET HLE Arrow Sign Company 1051 46th Avenue Oakland, CA 94601-4436 P 510.5337693 F 510.533.0815 www.arrowsigncompanycom ..................................... Union Bank #321 123 3rd Ave. S Edmonds, % Date: 7-30-10 Sales: Jack Abe1e/Torn Salmon Design_ Andre C. 2010/U/U9 NW/Edmonds eccnch This drawing is a nepresertmloon of colors and may not accurately depEd seal color of Product Always refer to ached paved daps or ataterid samples far color .efae R= Data, — snm7ran A 9.20-10 Add linear frontage B 10-2-10 Add additional E signs C 10.5-10 Add 'H' D 10-25-10 Revise or add sq., Revise linear frontage, add Pro line. E 10-29-10 Add T F 11-10-10 Revise letter designation E 11-17-10 Add SO Ft of Sign B This is an original unpo6rshed drawing prepared for you by Arms Sign Gm in a nV lot Vanx It is not to 6 shown to anyone outside of your orgarkntion nor to be reproduced, copied or exams in any fashion. Sheet 1 (.� 4.—r d T 44 14' 4" 2' 0" 11 ° 11' 5" i 1 nBI-- k L— — � —y � I-- --- — 13.6sq. ft. 5 sq. ft. rz SIGN ELEVATION - A1.3 Total sq. ft. =18.6 I SCALE: 1/2' = l'-o• One j1 sei of internally illuminated channel letters and logo ITEM DESCRIPTION VENDOR SPECIFICATION Logo Face 3/16" acrylic Acrylite White #015.2 Logo Decoration Vinyl Arlon Red 2500-073 Copy Face 3/16" acrylic Acrylite Clear Copy Decoration Vinyl 3M tst surface: Dual Color PMS #2758 2nd surface: White #3630-20 Returns Aluminum Alliance Metallic Silver Logo Trimcap 1" Jewelite Metallic Silver Logo Illumination LED GE Lumination Red Tetra Max per led layout Copy Illumination LED GE Lumination White, Mini Max, four 14) modules per foot. 1/2" wide aluminum hat section mounted witli 3M tape of letter Weep Hole Detail Full scale Sign shall not exceed 14' in height. 3" letter depth 3" deep fabricated alu- minum letter, inside of letter painted white 1" trimcep Acrylic face with vinyl decoration GE Minimax LED modules per LED layout GE GEPS12.60 Power Supply remote location 1/4" x 2" nail anchors Min. 3 per letter Weep hole at base of letter per detail Typical Letter Mounting Detail Remote power location PC. LE rice Arrow Sign Company 1051 46th Avenue Oakland, CA 94601-4436 P 510.5337693 F 510.533.0815 www.arrowsigncompany.com .................................... Union Bonk #321 123 3rd Ave. S Edmonds, Wo Date: 7-30-10 Soles: Jack Abele/Tom Salmon Design: Andre C. 2010/U/UB NW/Edmonds Branch This drawing is a representation of colors and may not accurately depict final color of product. Always refer to actual point chips or material samples for color reference. Rev. Date Description A 10.25.10 Revise sq. ft. 8 11.10.10 Chonge taller designofon C 12-14.10 Revise sq. ft. Customer Approval This is on original unpublished drawing prepared for you by Arrow Sign Co. in a sign program designed for your business. It is not to be shown to anyone outside of your orgonizotion nor to be reproduced, copied or exhibited in any fashion. Sheet 3 0,041-2. DEVELOPMENT SERVICES COUNTER 147 4" I � l M 5 sq. ft. 13.6 sq. ft, SIGN ELEVATION - A1.3 Total sq. ft. =18.6 SCALE:112" = V-0" One (1) set of internally illuminated channel letters and logo ITEM DESCRIPTION VENDOR SPECIFICATION Logo Face 3/16" acrylic Acrylito White #015-2 Logo Decoration Vinyl Arlon Red 2500.073 Copy Face 3/16" acrylic Acrylite Clear Copy Decoration Vinyl 3M 1st surface: Dual Color PMS #2758 2nd surface: White #3630-20 Returns Aluminum Alliance Metallic Silver Logo Trimcap 1" Jewelite Metallic Silver Logo illumination LED GE Lumination Red Tetra Max per led layout Copy Illumination LED GE Lumination White, Mini Max, four (4) modules per foot Wireway Aluminum Matthews To match Sherwin Williams SW 7025 "Backdrop", satin 1/2" wide aluminum hat section mounted with 3M tape Weep hole at base of letter Weep Hole Detail Full scale Centered on fascia 10 reed 1Q1 ,� �e�ght- S�g° note Arrow Sign Company 1051 .46th Avenue Oakland, CA 94601-4436 P 510.5337693 F 510.533.0815 www.arrowsigncompany.com Union Bank #321 123 3rd Ave. S Edmonds, Wei Date: 7-30-10 Sales: Jock Abele/Tom Salmon Design: Andre C. 2010/U/UB NW/Edmonds Branch This drawing is'a representolion of colors and'moy not accurately depict finol color of product. Always refer to ocluol point chips or material samples for color reference. Rev. Dole Description A 9.M 10 Correct wirewoy depth B 10.25.10 Revise sq. ft. C 1 1.10.10 Chonge letter desig: end sign type D11-12.10 Add wirewoy E 1 1-17.10 Add wirewoy color spec F 12-14.10 Revise sq. ft.. Customer Approval This is on original unpublished drawing prepared for you by Arrow Sign Co. in a sign program designed for your business. It is not to be shown to anyone outside of !tEIVE your orgonizotion nor to be reproduced, copied or exhibited in any loshion. Sheet 4/. U* ................... ............ JAN- 212811 - .. Q 0-612- - - SERVICE, DEVELOPMENT COUNTER. 4" 14" 1'-6" I � l 2'-6" — 1'-2" � I FE- WIREWAY 6'-08" WIREWAY FACE PAN 6'-0" O.C. FLAT BARS AND MTG. HOLES 14'-4" 13'—L4" WIREWAY ELECTRICAL SERVICE LOC47ION • TYP. 3/16" 7'—f" WIREWAY FACE - PAN 6'-0" O.C. FLAT BARS AND MTG. HOLES 1 %2" X 1 W X 3/6" EXTRU ALUM. ANGLE TOP & BOTTOM MTG. FRAME MEMBERS (3) VERT. 2 X Vie" ALUM FLAT BAR MTG. FRAME MEMBERS (6'—D" O.C.) SIGN B ELEVATION SCALE. • 3/4" = 1'-0" A3" taQQO� 105146th k aaa 0ammAt a "601 Pboae S10•S33a693 Fax 510•S33NI3 Ik #314794 ews.WMWdPMWayrom APova�■ Nick a8>bis jdt 6os here �1)ds pa3etasd,;0 Dd he n1 all tba drm ft h ead sd w to AM Ioa�ae►t. Pb=wA8wfzdawgoa&I0 u s tba fad proof I bare=W 69 arr M Of allgrpbia Am *4 n$W to saes and mated %wdgmfim 0m rorrarto d apt oaorder ragnirearenb asmdy, I Mdbft rdasse to pram KMrdmg to i1�s NIL Job Now Union Bank #321 Ad&esx 123 3rd. Ave. S. C► . Edmonds, WA Date: 11 / 12/ 10 Sales: Jack Abele/Tom Salmon Designer. Paul Brengle Design Na 00612 filename: Dra'dn' "04 3,01 Rev. Date DESiR MON DRY OF EaDMONDS The a. miyi>mt MPVhkid &MWJ WWed 6 yoo by km %n IL bi o sap pogo &kazd fa Tom 6d— D i; w tube shoe ts MM oo6 olTom mynhyr= b he MFMfvsk mpudorailedmmyfi5x . Elertdrd Regairemen Caadt number Amp toad Vchge Req nu barzu st�i d�m.�'veromh, b sh5uk �'eado6m ■x!� 04 ImUMWIEMkwdesosvFfifiF®.'el&:rjMWnsip b.�Jby r 0.040° ALUMINUM LOGO RETURN I" TRIM CAP PAINT TO MATCH LETTER RETURN: G.E RED MINI MAX LED LOGO ILLUMIN47101 46" ACRYLIC PLASTIC LOGO FACE: 0.040" PRE —PAINTED WHITE LETTER BACKS (4) GEPS12-60 LED POWER SUPPLIES FOR LOGO AND LETTERS. MOUNT INSIDE LOGO, SECURE TO LOGO BACKING 120 VOLT ELECTRICAL SERVICE TO LOGO LOCA77ON BY OWNER SECURE MOUNTING FRAME TO WALL WITH (6) ,. DIA, STEEL TOGGLE BOLTS SECURE ALUM. PAN BACKGROUND TO MOUN77NG FRAME WITH 110 F.H. C'SUNK S.S. SCREWS AROUND PREIME7ER 24 n O.C. DUSTING STUCCO OVER PLYWOOD WALL SECTION (AT LOGO) A SCALE.' 1 112" = 1 '—O" �-1 0.040" ALUMINUM LETTER RETURNS. I' TRIM CAP PAINT TO MATCH LETTER RETURNS 9�6" ACRYLIC PLASTIC LETTER FACES FEED LOW —VOLTAGE WIRING BETWEEN LETTERS THROUGH BACKGROUND PAN G.E. WHITE MINI MAX LED LETTER ILLUMINATION 0.040" PRE —PAINTED WHITE LETTER BACKS 0.125" ALUMINUM BACKGROUND PAN FACE AND RETURNS. PAINT TO MATCH BUILDING COLOR 1051461hknr e COMMA [A 94601 Pbone S10,S33.7693 Fax 510.533 3 Lk #314794 ww=10 YSUM FINAL APPROVAL 1� oo � �e � seas yea d ins polar mrd ti0 om fm resmrred o� thls draedag b sued � set bark fo ArroAr � . I have reed the am" of a9 woft dv a %A re" to Sim mid matenl the vedmfin are mnw mid rmzw oar order •' requir n8 wdly. I w&&e releose to prima aamdmg to this approved subdual 0, DOW SECTION (AT LETTERS) B SCALE.- 1 112" = 1 '-0" �O2 t ( -k;z--! 0 "il Job Name: Union Bank #321 Address: 123 3rd. Ave. W. Edmonds, WA Dote: 11 / 12/ 10 Sales: Jack Abele/Tom Salmon Designer Paul Brengle Design No.: 00612 Filename: Ntj B.02 th's b ® Wmd mpnbmw bmiv prepmed w y" h1k= sin Co. m. to prow &tmd hzywbmbm ft isps ip to shm b qRm cuMb 0fy=wpghagMwj,t.mpl dmea 0*0rbmqbsNm Electrical Regoiremenls ivam numuer Amp Load ychp Req m,etrm�rta tad tom, apt and m on fu mnMut&L km dm Favib pbnmry efraW amb to 31P bmbx hWzl-firb, ohm 0 T 0" EQ EQ MONUMENT SIGN ELEVATION - CUSTOM 32Sp. Ft. (Cabinet/; - SCALE: 1/2" = 1'-0" One 11) double face non -illuminated monument sign w/ flood illumination. ITEM DESCRIPTION VENDOR SPECIFICATION Cabinet Aluminum Matthews Metallic Silver #281-342, satin Sign Face Aluminum Matthews White #282.202, satin Logo 1/2" FCO acrylic w/l/4" standoff Matthews Red PMS #1797, satin Copy 1/2" FCO acrylic w/l/4" standoff Matthews Blue PMS #2738, satin Base and Reveal Aluminum Matthews Metallic Silver #281.342 Light Fixture Flood fixture LSI RDB-70MH-120-SWW-RGA-BLK-TR 8 1/4" - Landscaping shall be provided at the base of the monument sign consistent with landscape plan by Pacific Lanscape Inc. received on 1/21/11. - Monument sign shall not be internally illuminated. Back of sidewalk (Property Line) 0 j� Bench WALKWAY DIMENSIONS �j 13 E 3551m 17.00 330mm 431 mm 84 21 mm 4 NPT(2X) 7, LIGHT FIXTURE DETAIL "NOT TO SCALE DEVELOPMENT SERVICES COUNTER Arrow Sign Company 1051 46th Avenue. Oakland, CA 94601-4436 P 510.5337693 F 510.533.0815 www.arrowsigncompany.com ......................................... Union Bank.#321 123 3rd Ave. S Edmonds, Wo Dote: 7-30-10 Soles: Jack Abele/Tom Salmon Design: Andre C. 2010/U/UB NW/Edmonds Bionch This drawing is a representation of colors and may not accurately depict final color of product. Ak4cys refei to ct ouol point chips or . mole4iol sample's for color reference. j Rev. Date Description ' A 1 1.10-10 Chonge to monument sign and letter designation B 11.12-10 Add LED layout change to 13' depth C 12.14-10 Change to non-01whinoted D 12-14.10. Change to aluminum face, FCO letters & copi odd 6idure- E 12.17.10 Change fixture spec F 1-5-11 Correct height of copy & logo Customer Approval This is an original unpublished drawing prepored for you by Arrow Sign Co. in a signprogram designed for your business. It is not to be shown to anyone outside of your organization nor to be reproduced, copied or exhibited in any fashion. Sheet 5 0.0612 --- 3'-6" D.C. SIGN INSTALLER TO ROUTE UNDERGROUND ELECTRTICAL SERVICE TO- FLOOD RXTURES IN FIELD I 120 VOLT ELECTRICAL �� I SERVICE TO THIS LOCATION BY OWNER •gas •a■tra■• 105146 keoao' 0aklond, U 94601 phone 510-533.1693 �slas33•De1s tkJ314191 Y2"(+/ GAP 4'-0" PLAN.. VIEW SCALE. 1/2" = P-0" - DIA. SIGN A ELEVATION SCALE: 112" = 1'-0" r, —4 . 114DIRRECT ILLUMINATION WITH (4) GROUND RECESSED- MOUNTED LSI FLOOD FIXTURES jRDB— 7OMH— 120—SWW—RGA—BLK—TR GENER4LS ._ NOTE 1 ALL °STEEL_!PIPE ,TO BE ASTM A—O GRADE. B. 2 ALL' STEEL'ANGLE AND:PLATE, TO BE ASTM,,A-36.' ALL 'STEEL.:BOLTS .TO BE ASTM A-307.. 4) CONCRETE TO DEVELOP 2500 PSI • COMPRESSIVE STRENGTH AT, 28. DAYS. Rey Date rdERIp1I0N Electrical RegalromentsHIM I APPROVAL'. JabMame: Union;.Bank:. 4321 A 12/14/10chonge •to non—Illumin Address, 123 3rd' Aver S` 8' 12/28/10Rev. per new artwork, Qty Edmonds, MA Date: 11 /12/ 10 Sales:. Jack Abele/Tom ;So mon' Designer. :Paul ,Brengle Design lie.: 006129- filegame: W-0 C.OI ltdsbmakVdmpdhDid� r4�pipmdfiijoiljlrrcv! i(A:halo rropmrd®a^ed hrle;" ��? a isr:+k k �':*ito c� i.;kadtcc?; urodm6murlobs faRPkt4,t--Mga`t t+GYheiaa' meaa,aia a,rxa4.e�s .'mrooygrawdiq;mconiasxsr�noetauppmld�pr6:urra�alo ,Work on 1% {o6.has,bm Stop* at HS potty and WID nw be rosaW uWg tbh &9*2 h 4good aid sat bark to Arrow 41gn pleose rrslmt dds dsarlag camfuko m is Ibe w proof. I hm redw the uma y of oU grphtm shown A respod 19 slm and mateaL Be spocl0mtlom are mrred and represent our ardu rogdk%m .qh "adlp. I oulbariu release to prpdudton auatding to 44 oppwd wbmltlaL Appo"d br. . 81" 1103 1051 4691Avenue oekland, to 11491 Phono 510-M-7693 trot Sla-9310815 .. .eaa1na A-08 EXTRUDED ALUM. CHANNEL CABINET FRAME MITER AND WELD AT CORNERS 4" X 4" X Y8" STEEL CAP PLATE. WELD TO TOP OF 3 PIPE TO BE FLUSH WITH 'T0P OF ANGLE FRAME I Yz X 1 Y2 X 76"'ALUM. ANGLE CLIPS WELD TO A-08 AT '80TTOM OF SIGN. CABINET FRAME EA. SIDE OF STEEL PIPE. s/8" DIA.. STEEL THRU BOLT (TYP) 1 Y2 X 1 Y2 X 3Yw . ALUM. ANGLE CLIPS WELD TO A-08 AT TOP AND BOTTOM. OF - BASE SHROUD FA. SIDE OF STEEL PIPE. w'�Il M2p OR STEEL LIFTING EYE. REMOVE AFTER INSTALL, AND REPLACE: WITH HEX BOLT Y2`" DS. STEEL HEX 'NUT WELD TO UNDER IDE `.OF. CAP PLATE 01 I' ALUMINUM SIGN FACE PLATES, .WELD OR LAMINATE TO'-A-08 ALUM: CHANNEL. CABINET FRAME 10 Y2" FCO ACRYLIC PLASTIC LOGO AND LETTERS WITH %" STANDOFF j. SECURE LOGO AND LETTERS WITH (3) 110. STEEL STUDS DRILL AND TAP Y4" DEPTH INTO BACK OF EACH LETTER AND LOGO ELEMENT. SECURE TO SIGN FACES .WITH HEX NUTS. Job flame:union DOM ff0G 1 _ .. . A,;... 12/14/10Ch964e . to non—illuminal Address: 123 3rd -Ave. S 81, 12/28/10Rev. per new artwork qry Edmonds,. WA: Dale: 11 /12/10 sales: Jack Abele/Tom So on Designer. Paul Brengle Deslgn No.: 00612 Filenorne, . QiaMQO.'. P p/ iWrlteemgeofee0et4Vudd.^.rttapy;ndlrYukr,ltrea4ie(o.IleJGo' M oir.p�iwdlplvulMle.M.ehw�e�eda+rade�s+rSN�rr1cv. r tall p�fdmitdap:bmr�h:W�� WWk on 1hk job bas Wit stoppd at this prlyd and wig not be (pond urd>l Ibh dtawieg Is slpned and set back to kraw Sion (anpony, Plaose (erhw d+k drowtnp tarefullyl lld: ij d1e Heal ptool.. I httn "dw 1M natM of d grpw shown with tespen 10 stios and content.' Tho SpecWK4 ate arract and represent our otdor.rogbkoralydvtoktly. I whorim rolom to production gw4np to this,approva. subm}Ual. kprared br. er0on mea Oete: ' 0 N PARKING SIGN - TYPE J1 SCALE: 3° = V-0° Three S/F panels ITEM DESCRIPTION VENDOR SPECIFICATION Background .125 aluminum Matthews Metallic Silver #281-342 Copy Vinyl Arlon Sapphire Blue #17 Logo Vinyl Arlon Peacock Red #223 Post (new) 2" alum. square tube Matthews Metallic Silver #281-342 12" dia. x 2' deep concrete footing install same area, center on stripes and space evenly across parking stalls Arrow Sign Company 1051 46th Avenue Oakland, CA 94601-4436 P-5-10.5337693 F 510.533.0815 www.arrowsigncompartycom ......................................... Union Bank #321 123 3rd Ave. S Edmonds, Wo Date: 7-30-10 Sales: Jack Abele/Tom Salmon Design: Andre C. 2010/U/UB NW/Edmonds Branch This drawing is a representation of colors and may not accurately depict final color of product. Always refer to actual point chips or material samples for color reference. Rev. Date Desaiplion A 10-2-10 revised note NUV 23 1 IBUILDINO DEPARTMENT ORY OF WIVIONDS customer Approval This is an original unpublished drawing prepared for you by Arrow Sign Co. in a sign program designed for your business. It is not to be shown to anyone outside of your organization nor to be reproduced, copied or e)ihibited in any fashion. Sheet 6 Q l 00612 2'-R in" 1)• c 1 rm- 1 SIGN ELEVATION - TYPE K3 ITEM DESCRIPTION VENDOR SPECIFICATION Logo Graphic First surface vinyl Arlon Peacock Red #223 SCALE: V = V-0° Copy First surface vinyl 3M Opaque white vinyl #7725-10 " f ` -t1 Arrow Sign Company 1051 46th Avenue Oakland, CA 94601-4436 P 510.5337693 F 510.533.0815 www.urrowsigneompany.com ......................................... Union Bank #321 123 3rd Ave S Edmonds, WO Date: 7-30-10 Sales: Jack Abele/fom Salmon Design: Andre C. 2010/U/UB NW/Edmonds Branch This drawing is a representation of colors and may not accurately depict final color of product. Always refer to actual paint chips or material samples for color reference. Rov. Data Dosviption A 10.15-10 Add dimensions B 10-25-10 Add dimensions & sq. ft. C 10-29-10 Correct name D 11-17-10 Delete dimensions girga Wum NOV 2 3 2010 BUILDING Dr. Cud-QWWV.WM0HDS This is an original unpublished drawing prepared for you by Arrow Sign Co. in a sign program designed for your business. It is not to be shown to anyone outside of your orgarfta5on nor to be reproduced, copied or exhibited in any fashion. Sheet 7 10i ........................... (0006� 2 T Ctl9-, StGR! EB.t:!l�1TIOIN -TYPE tt3 SCALE: h^ = I'-lr ITEM DESCRIPTION VENDOR SPECIFICATION logo Graphic First surface vinyl Arlon Peacock Red #223 Copy First surface vinyl 3M Opaque white vinyl #7725-10 fa .s A .gip. Arrow Sign Company 1051 46th Avenue Oakland, CA 946014436 P 510.5337693 F 510.533.0815 orrorvsigntompongcom ......................................... Union Bank #321 123 3rd Ave S Edmonds, Wa Date. 7-30-10 Sales_ .lack Abele/%m Salmon Design: Andre C. 2010/U/U6MN/Edmonds Branch This drawing is a representation of colors and may r-tacauallelydepict fncd color of product Akvc ps refer to actual paint chips or material somples for color reference. Res. Dade Desaripfion A 10-15-10 Add dimensions B 10-25-10 Add dimensions & sq. fi. C 10-29-10 Correct name D 11-17-10 Delete dimensions Cad M0RlDS This is an original unpublished drawing prepored for you by Arrow Sign Go. in a '34n Pro9—n designed for your business. It is not to be shown to anyone oWide of yaw organization nor to be reproduced, copied or eYh3ited in any fashion. Sheet 8 11 �t L( ......................................... 00,06T2 �I { -- Uni-o-nBa-n-k 9 sq. ft. H l SIGNMC YPE F1.4 SCALE: 1° = r-0° _ One seto ogo ITEM DESCRIPTION VENDOR SPECIFICATION Logo 3/4' Acrylic Matthews Red PMS #1797, satin Copy 3/4" Acrylic Matthews Blue PMS #2738, satin Mounting Stud mounted with 1/4' standoff Studs set in silicone Acrylic letter Non -Illuminated Letter Section full scale Arrow Sign Company 1051 46th Avenue Oakland, CA 94601-4436 P 510.5337693- - - F 510.533.0815 www.arrowsigncompanycom ......................................... Union Bank #321 123 3rd Ave. S Edmonds, Wo Date: 7-30-10 Sales: Jack Abele/Tom Salmon Design: Andre C. 2010/U/UB NW/Edmonds Branch Thu drawing is a representation of colors and may not accurately depict final color of Product. Always refer to actual paint chips or material samples for color reference. Rev. Date Description A 10-20-10 Change to Sign H VFW- Yt] BUILDING D Bar — Customer p� N� Customer Approval This is an original unpubPzhed droving prepared for you by Arrow Sign Co. in a sign program designed for your business. It is not to be shown to anyone outside of your organization nor to be reproduced, copied or eibited in any fashion. Sheet 10 t - (14 ........................................ 0061.2 .r 3.5` 7.5' I SIGN ELEVATION - CUSTOAA SCALE: s° = r-o° ITEM DESCRIPTION VENDOR SPECIFICATION Copy 1st surface vinyl 3M Opaque white vinyl #7725-10 Mow Sign Company 1051 46th Avenue Oakland, CA 94601-4436 P 510.5337693- - F 510.533.0815 www.arrowsigncompanycom Union Bank #321 123 3rd Ave. S Edmonds, Wo Date: 7-30.10 Sales: Jack Abeleffom Salmon Design: Andre C. 2010/U/UB NW/Edmonds Branch This drawing is a represento5on of colors and may not accurately depict final color of Product. Akrays refer to actual point chips or material samples for color reference. Rev. Date Desviption 2010 nx: M ONDS customer approval This is an original unpublished drawing prepared for you by Arrow Sign Co. in a sign program designed for your business. It is not to be shown to anyone outside of your organization nor to be reproduced, copied or w ibited in any fashion. Sheet 11 l 3 ... 00612 Existing From Eizvation (3rd Ave. S) - No Existing Sign Usfing Fttbnt Elevatim (3rd Ave; S) , 3&67 Square Feet Existing Left Elevation (3rd Ave. S) - 43.75 Sq uare Feet Existing Right Elevation (3rd Ave. S) - No Existing Sign Existing Directional Sign (3rd Ave. S) - 2-14 SF at 31-C OAH Existing Awdliary Sign (3rd Ave. S) Arrow Sign Company 1051 46th Avenue Oakland, CA 94601-4436 P 510.5337693 F 510.533.0815 wwmarrowsigtuompant.com ......................................... Union Bank W321 123 3rd Ave. S Edmonds, Wo Date: 7-30-10 Sales: Jack Abele/Tom Salmon Design: Andre C. 2010/U/UB NW/Edmonds Branch This drawoug is a represerrta6on of colors and may not accurately depict final color of product. Always refer b actual paml chips or material samples haw color reference. Rex Date Desciprwn s �4OVT.3T/1 w WILDING DEPARWENT Casbme Apprvval This is on original unpublished drawing Prepared for you by Arrow Sign Co. in a sign pmgmm designed for your business. B is not to be shown to anyone outside of your argawi za5on nor to be reproduced, copied or eudfibded in any fashion. Sheet 9 ` LVI q ..................................... 00612 NUI'�ULt�G DD �t•'r`;i;1 ',_=Nl PER�rIfT NUIIABER iL r �r 0 f) d ?X(o &d 4-o bUhVVK 0�_ 9h U� NCw A-TAJ 4. -IMV Fzl O W H W E0 O W H a H A OVER By. NNING Oz 6 H e% STREET FILE RECEIVED `'AN 21 2011 DEVELOPMENT SERVICES I COUNTER -------------- ----------------= t 7; 55' 7B, X0 de nel Ve ap \�� • 4'7��%Y�''i:-� CdN L I 7e Vlar /,g ,4 r7l,4-1 je6 f "'Z 5, 2�-df Irl-6 (511", I OCT 24 1984 J-7e-),e4 / A�-I-ZIV7'1011 C,4ZC41 4' .4 7-1e,-?1V .5 lwf IGNAL A1,o 77,4 0 IWI W / T/ 4Z 7e AE lv�101V:>520,f-:V IOX24 PRINTED ON NO. 1000H CLEARPRINT I..El'-Iz rr op T1 d NJ __ a Ot -' Ind-- 7 cf-6,�l -r1A)41,4 77 0 Al i t 47, r7 jleCl ZY Z-fe" 7-// 41� (60/4 77, 4 44 6 4,ee Cr CAIZ,e ?)17-11 60,/7" ,Y Zwtrri;4;4(r, V .p / / Gi .c r x f /Naffs°/ fir? 4WO 7-4 IWO104 y <7,1-MA 7-0"W�,ld 7/YU �-�t ---- - - --! / 7'slrl• ECG ' 7 W,5 �WltliSeS tl6W7- To jraexyp "Ca C-'* 4 &4GW - 26, 162' tv lo A c 77- 4/1 sd V7-:= S7-,D,e,4 c5i5- 3-:5 L /-- Co 7-, eto ev V, 4-62 4 77 04/ 774 COAARZ ' / W 17-IJ 4ZZ -7- -1v'7-;J0,r y 0!:• DiNli 0 N D NOV IOXZ4 PRINTED ON NO. 10001-1 CLEARPRSNT i IV er— -je IV��-Jtl e14 7 J4 Al --- ---------------- ;Z7Z 41V A?Z,4:;7 ztz,6-1 1,e6 epl. 1164e, ,E-X 45 7- C'O IV f ". 7�k I S T AL 19?Z.© m /66.o NOV 0 71984 :24 PRINTED ON NO. 10001-1 CLEARPRINT NORTH ELEVATION I WEST ELEVATI. s rH T O'f WAU-% 4 _g r :3 n1 LOCATION: EDMOINDS, WASHINGTON ZONED: BC (COMMUNITY BUSINESS) PROPOSED USE BRANCH BANK SITE AREA: 28,270 SQ FT BUILDING AREA: MAIN FLOOR 5,150 SQ FT BASEMENT STORAGE 4,870 SQ FT TOTAL 10,020 SQ FT PARKING PROVIDED: 31 STALLS �1.• ► ►� •►ITI Dt�("IDLIUUS I,oW � Iz��►-1 I —2� N I&14 LOW �50ZU15 `I,�",tY.1t4s�f , �� P 4; ✓�M s �j sT O C6 DAYTON ST. 11 lil,- 1 v it i - G�L.�� *•I Ida it.�'�� C:) `" rd L��C, STREE-TFILEi� S� A I 4 r''%,d r SR 675 4- SR 675 2.70.24 2.70.08 6�2',',? —, Ali L 2.70.15 ' 2.70.17 , +R f Ste. , o �o o All 417 pAl►�f WNIT� zaau aM 1T`b IQ It.-O•W I/ GITY 011 F_gMaK.1C:r= S'A4JI1)/wp5 CURB CUT ASPHALT DETAIL 2.70.20 _,'0.14 GoNc., c� PrA HA1s I5;1 Imo' r \/I , Ca �YM`�oL I HANDICAP PARKING STALL EXTRUDED CURS i I Y 2.70.16 EY, 0-5Gu r� ----- AC(a e6ar1-: PILL ail m �xlsT, J�I rz� �IYn1'�A�1T 7'0 12r-M,a,l rJ no i IOTA I, ISTI rFo~ tJ-�-oU Arn ICI NtA Aj2E c " I� AS �. p(< �{ � 2' N•�-�-% V-4 T�� 114 S �Tz I��s I� r`l ►�' �+ r�5 � N rJ bU l �' �o I�k�� E p�•tJ EL. .�•; p �� i=Mf�l PV-IVF p2 ci1-_' of ��Mol�ltx I 12 s;AN .gyp I I NE BANKING FA ILITY A2 �F, ��u 19(11. _ I iIxl��Tl�l(� O - -(j BAN NAY 5� C P. 4- �I I II a ► II a ,n \/f-V-JFY LUCATi01� k1 A1EK. �c aIT I EOp J A2 I V�►Zr r 51z� ,, l.L �� p�� .�U TT F- - - - - - _ m I uj ADD CL.' N poursTb wA •K 1z / w - -� o I r� r qr RL 1uja -- — ► _ . 9 W Inl/ oTL7c.F LL -j II-O US E JI S U�� 5I6pIJ 6Y 07H EJzs A2 , '�0' W 451 I' 12'-- a i.pu 5 @ g' 3 Q�' S�_��I 3 STALL e-�11= -DI' Z'-(o" - I � A.SpHA... � ' IvIr-,W CUF43 GLJT JvATLH �PHAL.T -� • ` THfz H UT A� Q rzDE D - 5A�1(�1.1T' EtcLMM, �, • ' \�� N T7ETAi t @8'-7��-C g � -o -121-oil I 1?' 12" NIGH , 4" WIDE - � � � I PAINTED LETTERS TYI? A2 �LAN 2-5 I'IGoNt'JU I'j" To I�oU5�1�A�lEL �� A2 � NK► fJ� ��kTR IC. s��N _ cd-011 L •lit- �s -— I Go►JL U)ul_ " 1'o 14OUSE PAt.IeL - � � � G.'�, 2 ►n O � � =0 _I ►- ,�- AZ O IZ, UI i row F F F'OL F-- To ® AZ .. 8�� .4.._._.... . • -. in �xlsT, �1 jz,E HY � N AUG 17 -1984 311.11"1 /Vza 10 �l il<47 'Ile Cr, IXWE T ve, A;Wei'llp ll"r7 A? Z 2 6, C'Y Z;,, '7 Zn /1 6 7 A 11(31,36, Z' .576 5 G eo A; VT k e oe r/ 4 4, th!5-W 7�? Trl 7-1 OCT 2.4 1984 -r — Ten 14'/ <5 IOX24 PRINTED ON NO, IOOOH CLEARPRINT - Gf- cli i ?"d 41G1-y l AA- � I s 1 70 Or aS Iv A , ,r G T To C ©'-6" M/N 2 -©- z, o / ` li ✓ � �� /7-114Z G —5A4 AI /5,V I OX 24 PRINTED ON NO. I0001-1 CLEARPRINT r;'.5. a61 -,?s54—