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SGN2001-00071 CITY OF TIGARD SIGN PERMIT DEVELOPMENT SERVICES PERMIT#: S -00071 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 4/112/012/01 EXPIRATION DATE: BUSINESS NAME: TOC MANAGEMENT PARCEL: 2S101 DD-0040 SIGN LOCATION: 06825 SW SANDBURG ST APPLICANT/AGENT: ZONE: C-P BUSINESS TAX NO: JURISDICTION: TIG SIGN PERMANENT: X FREESTANDING: FREEWAY: TEMPORARY: WALL: Y ELECTRONIC: OTHER: BILLBOARD: BALLOON: SIGN DIMENSIONS: 44"X 8' TOTAL SIGN AREA: 29 sq.ft. WALL AREA: sq.ft. WALL FACE (DIRECTION): SE SIGN HEIGHT: 3 ft. PROJECTION FROM WALL: in. ILLUMINATION: NON DESCRIPTION OF SIGN: Placement of(1)one permanent 29.36 sq ft monument sign. MATERIALS: WOOD EXISTING SIGNS: 1 ELECTRICAL PERMIT REQUIRED: BUILDING PERMIT REQUIRED: ADMINISTRATIVE EXCEPTIONS: TOTAL PERMIT FEES: $ 50.00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. A sign permit shall expire 90 days from approval date. A temporarysi hall expire 30 days from approval date. A balloon sign shall expire 10 tlavc fmm nnnmvn1 Bata APPROVED BY: PERMITTEE SIGNATURE: DATE: 4/12/01 �P� P cC,19 ' I Y-5--a-S ��oZ A L SIGN PERMIT APPLICATION CITY OF TIGARD 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 FAX.-(503) 684-7297 S C7 0"j Lc �) ( -O con � GENERAL INFORMATION Name of Development/Project 2— O p Q 13 13 yn Site " Address/ Street Address Location �ZS- .5 W Sn 4eje,6, ST- Suite/Bldg.# City/State Zip t 7 Name Property Owner Mailing Address Suite 5 W S 4WID 3 City/State Zip Phone Tenant or Nam Business _ Name M e v►�c1c 7r 9v 5..� Sp.,cOw� -0910J• Sign G4 Oa Contractor Mailing Address Suite 3,3-;L-8 G 3 (Prior to permit o issuance,a /0y0 SE GL u 1 copy otall City/State lap Phone Su? REQUIRED SUBMITTAL ELEMENTS licenses are required If -I.r (Note: applications will not be accepted expired In the Oregon Const Cont.Board Exp.Date without the required submittal elements) City of Tigard's License# �-�09V a database � y 0 Completed Application Form Proposed E] Permanent © Freestanding ❑ Freeway 2 Copies of Site/Plot Plan, Drawn to Scale Sign ❑ Temporary ❑ Wall ❑ Electronic (3 copies,If a building permit is required) (Check all that ❑ Other ❑ Billboard ❑ Balloon size requirement 81h"x 11",or 11"x 1r apply) [?� New sign? ❑ Alter to existing sign? ® 2 copies of elevations, drawn to scale Sign Dimensions: r (3 Vis,if a building permit is required) 9 I size requirement 8%,x 11",to 24"x 36" qq Total Sign Area(sq.ft.): [ $50.00 Fee (Permanent sign,any size) Z Sign Data Total Wall Area(sq.ft.) U ❑ $15.00 Fee (Temporary sign,any type) (Complete all Direction Wall Faces(circle one items in this NOTES: section) N S E W NE NW SE SW ♦ Wall signs do not need to be drawn to scale, Height to top of sign (feet): - " but must include dimensions of wall face and Projection From Wall (inches): sign placement. Copy: moc Mk0 ♦ Wall signs do not require site/plot plans. Materials: Wpo p Freestanding signs over 6 ft. required a Will sign have illumination? E] Yes rte-No building permit. T e: Internal Externa • If work authorized under a sign permit has not been completed within ninety (90) days after Are there any existing freestanding or wall signs at this the Issuance of the permit, THE PERMIT WILL location, including wall signs that overlap a tenant space? BECOME NULL AND VOID. ❑ Yes E No If"Yes"�a list or diagram of all sign dimensions and jOVER FOR SIGNATURES) square footage must also be submitted. I hereby acknowledge that I have read this application, that the information given is correct, that 1 am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. DATED this 12 day of d . 200 I Y Signaturef of Owner Agent KA6t�2 W -',0,3 1 -)T3 Contact Person Name Phone No. Example of Site Plan Parking 3 U C O U Cd 7"*l Driveway Retail v� Building Parking CA 3 FjW x 3 N h y M 1., IAAk U O U Freestanding Tempora Sign h 5'Concrete Walkway 35' SW Commercial Avenue Site Address: 13524 SW Business Lane Tenant/Businest Name: A Better Office Products Company Sign Company: ABC Sign Company 680 NE Letter Street Portland, OR 97200 Scale = 1" = 20' 503-555-4321 *Visual clearance area dimensions are drawn for this example only. 1-W&sWonnftignmVI.pa 01/13/99 For correct dimensions,consult the Community.Development Code. Example of Sign Elevation A Better Office Products Copy duplicated on reverse face Company 4' 3' Temporary Freestanding A-Board Sign 12 square feet Scale: I" = 1 ' Site Address: 13524 SW Business Lane — Tenant/Business Name: A Better Office Products Company Sign Company: ABC Sign Company 680 NE Letter Street Portland, OR 97200 503-555-4321 iAdsts\fbmts\signexmpl.ptt 01/13/99 Receipt #: 27200100000000001528 Date: 04/12/2001 T I 0 E M R K COMPUTER SYSTEMS, INC, Line Items: Case No Tran Code Description Revenue Account No. Amount Due SGN2001-00071Sign Permit 100-0000-437000 $50.00 Payments: Method Payer Bank No Acct Check No Confirm No. Amount Paid Check. CUSTOM WOOD SIGNS LLC 0 2185 $50.00 TOTAL AMOUNT PAID: $50.00 i se CUSTOM WOOD SIGNS LLC 2185 ROGER LOCKE OR DON SORBER 1020 SB Clint=St 503-233-1539 q- 24-22/1230 Poahnd,Or 9'7202 Date PAY TO _ ' / I $ 9 THE ORDER OF�L•t�1�—le j G IW DOLLARS Seludryteatures USBrt� I Details on back. UBank 24-Hour Phone Banking ' 1-800 US BANKS (503) US BANKS n W` NP FOR C .-4 is L 2 3000 2 2011: 1 5 3 60 L 78 3 2811' 21,8S I CUSTOM WOOD Roger Locke 1020 SE Clinton St 503.233.1539 , Portland, Or 97202 NI artwork ffw of Custom WftoW Signs and may riot be used WOMMOMWitlout wrMten permission.Value of arMak is$2500.00. Terns:Deposit of half down the bokmce due irmiediatift upon delh�eN. 4 � � " •, :a 4zsyAM� � s MANAGEMENT SERVICESY F t y .�'." 4 a @ 3x'as ,€Wn"k ,r�r 'k.•k'3 .s zm. 3'x8' sandblasted cedar wood sign mounted on rock face concret base. Picture does not show concrete below grade or mounting poles V*w USTOM WOOD Roger Locke 1020 SE Clinton St 503.233.1539 ' Portland, Or 97202 NI atC°a°om YWA od Sip. may not be used w°Ifaut ~pemiab n.WMie of odvr xk Is$2600.00. Terms:Depost a holt do*n fie baknce due tmiedia"upm deL-V WWWA C oTg 3 1 62"x3V'xW" mar glue lam beam 0 sandblasted 24"(b)x6"(w)X92"(L)) D rock faced cement base only 8"above gradebelow grade ( 8"(h)x24"(W)X92"(Q cement base Below grade 36 1 1/2" steel pupa 24°° into glue lam sunk into concrete base and footing ara& rock faced above grade 24 cement footing below grade front view 24°° I side view � w I, OI V O^1 M ` CONSTRUCTION NOTES Z V Q CONSTRUCT 24' COMMERCIAL DRIVEWAY CURB TIGHT (TIGARD STD DETAIL No. 142) p o k' 20 CONSTRUCT 5-ft PCC SIDEWALK CURB-TIGHT TO EXISTING CURB. (TIGARD STD DETAIN No. 120) o j( 1 ADJUST/RELOCATE EXISTING UTILTTIES/VAULTS, VALVES AND PEDESTALS BEHIND S/W TO NEW FG ELEVATION. t L w �^ Y tcipmr v, 1 (CONTRACTOR TO COORD W/ UTILITY COMPANIES) OL °d ' • I` REMOVE AND/OR RELOCATE EXISTING UTILITY SERVICE LINES AND APPURTENANCES. ZAppo I (CONTRACTOR TO COORD W/ UTILITY COMPANIES) > Q . joa, as C+d esc...__ri{ d.. ... a STUB NEW POWER. GAS. CABLE, WATER, SANITARY AND TELEPHONE LINES 5-Fr OFF BLD. - D. q pe) h rk a - 0�o .I ! (CONTRACTOR TO COORD W/ UTILITY COMPANIES) C'��Z•�O ( ---1 © ADJUSr/RELOCATE EXISTING SIGN AND LIGHTING TO NEW FG ELEVATION OR IF IN WAY OF NEW S/W. a ^' Follow._.._.._......_........................ (CONTRACTOR TO COORD W/ UTILITY COMPANIES) Z p • DEMO EXISTING COMMERCIAL DRIVEWAY. w V) ro y 2.. �� __ NEW D/W TO MATCH EXISTING GRADES INCLUDING EXISTING SLOT DRAIN. a��l........_........................._..... -- 8❑ DEMO EXISTING PRIVATE SIDEWALK. 1 Y� f✓`;[; tfi:_ 9Q CONNECT TO EXISTING WATER METER SERVICE. (2 1/2'TYPE K) VERIFY EXISTING. o~ 3 STORY SCALE.• 1=20• © CONNECT TO EXISTING GASUNE SERVICE. VERIFY EXISTING. _ BLD,. 20 f0 5 0 ZO to (ABANDONEOEXISTING GASUNE CO ) )0 `�D PROFEf l '�nuumwruunury rrrV y r'rrrr rrrrrr�rrr%� (CONTRACTOR TO COORD W/ UTILITY COMPANIES) V 0 q ---- __ _ ---I • CONTRACTOR TO FACILITATE TRAFFIC CONTROL PER C.O.T. PLAN WHEN CONSTRUCTING IN THE STREET R/W (SEE DETAIL SHEET C3) OREGON -- - _ _- __ 29K2y 26. r� (' � �qN P. '\ ---------- -----I �\� .l 'ul'. �J ---------------- I G` EXPIRES 12/31/00 CONNECT TO EXISTING /� STORM NOTES I I i (V W/ 6" STI # G a 9 VIDE PQ EASEyprt Q MINIMUM INSTALL SSLOPEEOTO2 ROOF DRAIN LEADS AT (VERIFY EXISTING IE:) ✓'V / 1 -i I rk� �o0C�9o0e772D (SEE MECHANICAL PLANS FOR CONNECTION) tit 1 O CONSTRUCT W/O FACILITY TO MANUFACTURER SPEC'S. SUPPLIED BY STORMWATER r r MANAGEMENT. (SEE DETAIL SHEET C4) INSTAL DETENTION PIPE CLEANOUT -, x = •N',��.*, 1 ( RIM: 212.00 IE: 209.50 (TOP OF 30" PIPE) n n j T 4 \ j' CONNECT TO EXISTING 12" STORM LINE W/ 20LF 8" SO 0 1% W/45' BEND. j O tE: 203.83 SAWCUT A . MATH I IN SECTION. 1 I C C EX 5i G SEC 0 \ c (SEE SECTION DETAIL SHEET C3) (VERIFY EXIST ELEVATION) 1 l ---- '..T -- - _ -.-------. -•- - - z, ,x„� �, q' _ 'r O CUT AND CAP EXISTING 6" STORM LINE 5-FT OFF BUILDING. p �` 3bRgIN I ABANDON EXISTING STORM UNE TO NORTH. (FIELD VERIFY) 1 I V FENr CONNECT TO EXISTING 6" TRENCH DRAIN W/ 6" SD. EXTEND EXISTING G TRENCH DRAIN W/ LIKE PRODUCT MAINTAINING 2% MIN SLOPE. GRATE F: 2 STORY ELEV-208.77 IE=207.41 (VERIFY EXIST ELEVATION) w CONK. TILT-UP N I 231 64F W1Enf: -_ '` r2'�4•_ BLDG. ( Y I I u CENTERLINE ''. Y. LEGEND v n H 2ND BOOR 2 STORY `�':,°✓, TRASH 4I,.. x�•.z` �L�TY� WOOD SIDING 71q T 1Q - SEE STORM DRAINAGE TABLE ENCLOSURE 'x},+ BLDG. caTE �- -_ / - SEE SANITARY SEWER TABLE zd EXISTING STORM - STORM DRAIN MANHOLE �` 3 I " CENTERUNE CENTERLINE ,.,f� 4 7 •P 1 ,O CATCH BASIN RIM=205.27 Q - SANITARY SEWER MANHOLE N S'DOOR "i 3•DOOR r 1 M + I I 72"CONK IE(SW)=202 95 xf - FIRE HYDRANT N I I 2ND FLOOR I I / LOOR 4 219 I ST F8JFF 2'4 'F rO2 CATCH BASIN RIM=208.65 ® STORM CATCN6A9N 00 i ( H CENIERUNE ,._y l ••. q•,a *+ I I 12'CONIC IE(S)=203,65 ® - GAS METER ( I 3"DOOR i } `��` -�` '• I 12'CONC IE(W)=203.65 - GAS VALVE W IST Fl ,wr �• AT +y 1 I12'CONC E(S 0 - POWER RISER S IE)=203.53 U I `' Y3 # CATCH BASIN RIM-208.45 © - UTILITY VAULT UA C 12'CONIC IE(N)=206.20 - POWER VAULT j �nnni n.x I, j TRENCH GRAIN CRATE=2Gtl.n _ S71ME , T '� 1CC: 7 _ I I I I i`I• AND GAZEBO I I r Y I I __ IE-20i.41 - / w 219.83FF' _ ® TRANSFORMER V I 3 1 I "`9UE`-'A\ TI p"Pvc ss 1«-! ':.F' TRENCH DRAIN CRAIE=20o.y ® 1ELEPHONE RISFF 41 LJ I 150 FLOOR Nr T' Vi a n - w►INABtE CENTERLINE •I I ©CATCH BASIN RIM=227.85 0 - RISER � 2ND FLOOR SUMP TYPE IE 225.15 1 I I 3'Doors I y �._� I.. LYNCH CB /� CLEANOUT 21983FF J ) RIM: 10 1 STORY 7 CATCH BASIN RIM=228.3) Up 1 I CENTERLINE I I "•' I / O IB 1- I Y DOOR I ��-® ��q F-_ IE: (6" OUT $) / STONE SIDING SUMP TYPE IE=225.67 0 - NOSE BIB C�. i / BLDG. O) - wAmt VALVE 157 FLOOR I I I f I ,�.- OB TRENCH DRAIN GRATE=217.64 w CENTERLINE I I :.I IE=216.37 03 - CABLE TV RISER F13'DOOR 00R 4 I I I INSTAL PUBLIC FlRE „2-FT I e I � TRENCH DRAIN GRATE-219.23 ® - WATER METER I OFF CURB PER CITY STD'9++ 4 I ` / �/ ` IE=218.03 I '• T I I(SEE DETAIL SHEET C3) I )~>< I , / / O A - GAS FINK I,I 4 4 �4 v I / i 10 CATCH BASIN RIM-209.59 y _ SIGN `1 SUMP TYPE IE=206.79 I-1 -- /'G D - MAIL BOX j OSO CO #1N lOj DECIDUOUS TREE L('�I r. NEM I " 1 4 . o ��� .L_r - EVERGREEN TREE { I I s0 WOOD FENCE REV. I LUTE I BY 1 I SIGN T 1 • .. ` \ a l -SD-- STORM DRAINAGE LINE 7 I 6` EXISTING SANITARY I I 2 \\ \ • - -G-- GAS LINE i B S G 1 SEWER MH RIM-208,68 S9 - SANITARY SEWER LINE I I f _ 3 •:8 0 6 ry9 3 2 i D 6 •..'/ _ 6 ��\`\\\. /�// O 8'PVC IE(W)-201.51 I I t 4 925 ro INSTALL STORM CONTROL \ - e•PVC IE(SE)=201.01 -W-- WATER LINE �;r:.'.':.i. ' 2 IY MH #1 (480) RIM: 211.00-, �'9. j �2 SEWER NH RIM-223.06 -T-- TELEPHONE UNE I i G_-�- _G_---- IE: 208.00 (1 6" NE) V 8'PVC IE(W)=216.16 TV-- CABLE TV LINE I- -----c------ �- _ 2 I 8"PVC IE(SE)=215.68 �g-----ss----__ss-_---e.P�-- 'r--- c ----_G_ - -- IE: 208.00 (IN 6" N) \ -P-- POWER LINE I I __SS_____2 --156-�----SS-- -=-56------65---G x-56-----e^Pvc--- I I IE: 208.00 (W 8" NE) �� \ .. - ASPHALT I I 2 -�\ IE: 209.50 (8" OVERFLOW RIM) III I \ � - - ��-WiA IE: 206.00 (3. ORIFICE) _ pg�IE: 206.20 (BYPASS OUT 8" S) ',DBURG STREET i I I _pPA - PLANTER AREA PROJECT N0. P P P -W W P W - W__„.-.__.---r_- W W W F = _-_ __ llT' P P P P� P V !� ANK051 J W LIVE TA 'WI 6" X 8" S�rAINLE DATE I 9/24/00 -- - " ------------- --- - ----- �� STEEL TAPPING SLEEVE (JCA 432 '• ` AND TAPPING VALVE WITH THRU51 i DRAWN I SOS D :? RESTP.NNT. INSTALL 57LF 6" 7 SAWCUT AC. MATCH EXIST. SECTION.' \ V, SURVEYEDI TTT (SEE DETAIL SHEET C3) WATERLINE W/ CLASS IS BACKFILL IN R/W. �" CHECKED I JPR (SEE DETAIL SHEET C�S),;'� •� ._,._ _.-..Qom" SHEET TITLE I sr -' PUBuc UTILITY SHEET NUMBER • a L • - i • • '- ■ : I ; . I ! ; - d?° \ . S �� 7�)2,5) 3 �8� /L900 - 70(216/7A-53-5