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13295 SW PACIFIC HIGHWAY-3 J ��• tae.•..�-.r�....re'w mv.su� c�ei.aa.�r• .�,�,w�a.�+�:iawu+�lrira+l�rs '-',�6 1 1 TNST'ALLATION PROCEDURE Iv (SEE "INSTALLATION FIELD MANUAL" #A15552 FOR SPECIFICATIONS AND INSTALLATION STDS . ) 1 . TEST LIGHT SIGN UPON RECEPTION. r - -- 2 . UNCRATE SIGNS b REMOA'E RACEWAY i COVERS (16 , #10x3/4 SAT. RTL. SCR. ) 1BM I 3 . CLEAN RECEPTACLE BOX OF ALL DEARIS _ - - - - — - - -- - - Qf'Lc�/� (RECEPTACLE BOX ALREADY IN PLACE . ) 4 . LIFT NFON SIGN INTO POSITION AND MAKE PROPER ELECTRICAL CONNECTIONS . 5 . TEST LIGHT SIGN. 6 . REPLACE RACEWAY COVEr'S WITH #10x3/4 SHT. MTL. SCR. (16 REQ 'D) -------- 3 .''0 PEN�/� :5 �" 7 • SLIDE NEON RACEWAY INTO POSITION S'~ FASTEN WITH (16) 10x# r ShT. MTL. SCREWS PROVIDED . 8 . CLEAN SITE OF ALL DEBRIS . 9 . INSTALLATION TO CON1PPoRM TO TAF NATIONAL ELECTRICAL CODE & OTHER APPLICABLE LOCAL CODES. THE STRUCTURE TO BE GROUNDED IN THE MANNER SPECIFIED NOTE: BY THE N.E.C. 1 . Ereccur to furnish all electrical i maunci-aR harc:vsrn rer,% red fcr iner:,llation. SIGN SPAXI 71 CATIONS +� 1 . LI=Pa Om Neon Tubing 2. Transformer: (2) 9030 _ F4 FRANCE ' -- 1 �1��� ti— .��� 3 . Voltage : 120 V660 Rs 4 . Total Conn. Load: 5 . Circuit : (1) 20 A.11P CIRCUIT ' 6 . service Sign By: Remove r=4b W or Paces �--�— ,� -��� ��.� SVW` I '•.� `/ JE P OZ 7 . Lifting Weight: NDT n NOW 39, +_ 8 - — Crated 39 3 GPENIN& Oncrated (�D It !00 -- �l ��-` Gr•= ��IT 4 �'5�+• "T'o --� �• 00 x . 8. lta3 - ua design vindload: 30 PSP - E6`r S-1 G N • MAS;;i rACT?JRER REV ECN I) DATE 'TCS LEASE Z' 45LALK ! �,j r t L��m, Inc. X623 E. Emmy Road F<; P E.A`a`�' r=, 1..�.t� P..� ,4 GC�S°S . P.O. Box so6E Knoxville. rH 3792a-ool3E CAULK ?OP AMD �1DES �I .Y 4�4oCND cr�.u�,.* DSGIV R: IDATE.- '. SEF;=)zE DTE.� SCALE. �oti- � DWG. BY: == DATE: s/ 13Z ART BY: CHK BY. I� DATE:_ DATE: DE S C. --- _ N ► �, �LAl r D�.! r-O R, ! S ,VE,-- TYPICAL VE,--TYPICAL ��� T1 �; �1 ? _ � � N% =�5 �� F__-,U A �-e, . CUSTOMER t 13295 SW Pacific Hwy ( -{`, r r� �`• �� w 9 0t3 _ ROPEBTY OF PLASTI--LINE. INC. AWING No NOT TO BED SHEET OF ! ; DUPLICATED . If this notice ahhefirs cle;li'er thin the AL 0 81998 document, the document is of m4argiiial quality. �� QA 11NIll pill ill ill jill 1111141ill ! I i 111 ! 1 , , ! � : ► ° ! ; Wilililil ' !Di IWI,�IIeIIII ! ll � ll11i1lii � i � � llll � l ! Ilillil. l ! • ! illliliil ( ! Il � llllf ! . MADE INCHIt , il Il � il III � I Ili � fi ! it iil iliN � l � � ! : 3 i / ! 1 11 1Z 13 14 15 1t 1 5 U I I1111113 II I I 11111 I ffri r iil It l,irt� t!tlt �,i�i!iil i (ilii 'i �' ' i li �'lii t ' 1 1 = �� 4lll�llllllllliILII,.!!,I..1ill ,,IIi�,I.•.!„I. : . !� •I.I,.:i! ,illll, ,Illlil11iillll�IIIII�tI!41lIi:��I��!ia;l�i��l��=��: ,,��I.:,:! ::-,IIl.���,<<►!f�i� I�RII�� jli{III„ ,IIII !IIII! !��►PIISs.! I,���I�:�.!,►..1:�: s��..-..,:..-..,r....m...,.,....... ...,W.,...auu.:a...,...,.w.0 �.:,:r�-w...-u..fe.utiuruuu.eW9uuw�6. �..�...... _�..0 �Jlr Wuua........W..._�.�.,...e...,.,.,...... y-y ......,....W .�.......rrwu..su...a.. � =.4rwr.u....w- 4 ' Of 8 SPECIFICATIONS • c.., 1 . LAMPS : (a,) F48T12 CW/HO � -Joe 2 . BALLAST: ( 1 ) JEFF 2 5 6- a4,& loo 3 . CONN LOAD: 2 .S AMPS 4 . TOTAL CIRCUITS : ( 1 ) 20 AMP 5 . SERV SIGN : MMOVQFACE 6 . WIND LOAD: 35 PSF 7 . WEIGHT : UNCRATED 150 LBS CRATEI, foo LBS f 4:os » INSTALLATION INSTRUCTIONS 1 . Test light sign upon delivery & notify Plasti-Line of any problems. 2 . Locate & install wall anchors per mounting hole pattern. Anchors supplied by installer.. \ 3 . Lift signs into position & bolt to wall. Q 4 . Make electrical connections . Installer to supply all electrical parts for. connection. 5 . Touch up signs w/paiit provided by Plasti-Line. Clean sign faces . 6. Clean area of all de3ris . 9 4 3-biro INSTALLATION SHALL., CONFORM TO THE NATIONAL ELECTRIC: CODE & OTHER APPLICABLE ",OCAL CODES . THE SIGN STRUCTURE SHALL BE GROUNDED IN THE MJWNER SPECIFIED BY THE NEC. A 9-Z8-92 , FoJ �CA 77E aqpTo Moo. 71 T9 Plastin ,3= 623 E. Emory Road Mounting hardware Building Construction P.O. Box 5066 Knoxville, TN 3792540066 Masonr =X Pt , DSGN R: 1 . T,�fi.�s DATE: 3/al /9Z SCALE: -�-- .� 3/8" bolts through wa 1 X �Wlood DWG. BY: DATE: APPT BY: _ 3/8" lag bolts w/lead X CH'K BY: DATE: DATE: DIA shields — ! /�Lrxilcwe. ! 3/8" lay bolts GESC. /�t/STAL ,!.47 CA/ .:�'/��/ '4t 'X 4 � ..S'i�� 1 VIW -- -------- �---�--- 3/8" t o g g 1 e bolts X01 1 ow B l o c r. `, ,�/ Only I X _ (/yi0 T /V /Vow) I CJS i 7MER. 7_1qC0 e 4E4 Z_ 1 13295 SW Pacific Hwy F ROPERTY OF PLASTI LINE. INC. I .� - DRAWING NO. 2 of 3 NOT TO BE DUPLICATED. SHEOF j � If this notice appears clearer than the J U L p 8 1998 document, the document is of marginal quality'. N11CROFILMED 41 OhICN MADE IN CHIN! I 1 CM 2 3 1 8 1 1 12 14 i5 13 7 Is 10 1 ti 13 14 H 1 27 t/ 21 31 'li�'�! ;.. I I .I li! t , • }�13 Ili�,s! 14��; �i •i.' il�'i! :will! Irr��ll i I�!� �Ir li .II I• �I�bIII 111s��1 Illlllllll!!1;t i,: IIIA,::!►!! !�!I I:, Il��il.�al� :! ., ! , . . I , i„II,: I, .i ll,il,� , !� !!!1.! ► I!!ili�lllll! �!:..I. ! �Illlr I I r s :s � v �i , 1 J t ?/4A) T�Trrr r � J uJ SW PARK STREET ti I 33 C c �' 2 N 9 08 25 E 110.32 9i,+r o -_ 11 <( �. F9 n � \ 1� ( M 1� I 11 • al6 K n K DRAW Ala M1 9i ORYA lIU!E M rtr"Pty d MI M Io�A'�l G 45 R 7 ra Aro SHA+1 Not e1 WPAWW M uNn / ! ` -•-'' � cv rrrirt ren nc Kr6ro! rvt tom,n 2(I ,s fwwt.S2I ruoMD W WASIK Awn ANY C;;S 096101, PAkTIAI M • 0 6 Q f 7 (.acct E s, 5WI BE 61 U ) to PHI 2'R ".`f:. 16 33'fd 34 I 34 ' PROPOSED 15' 1 I 13 EWER E , / 5�..". .�tf>��Nf ?'P 19 r/ • `\ / o 15'R `� • / ti 7'R -- 4 8'R / o W AN - - MK_ AEM10-i- / ti• 01 � t / (Note: All details are shown on sheet A,E: unim otherwise noted.) fy 0 / •.� \ � 1 �•?\ `J O Conetnict 3' Asphaltic Concrete over B' crushed rock base as 0 /. - specified. Refer to detall. \N �0 -� 2 Construct 6' x 18' P.C.C. curb per detail. 5 Construct P.C.C. sidewalk per detail. (Strike )iInte of 5 O.C.) 'Q AY c PROPOSED 10' 7 Construct P.C.C. ramp - max slope 1:12, per detail. 0 J 4) \ O ,` q \ 9 - 38 \ 30'R --` STORM EASEMENT 8 Construct 6' thick block P.C.C. paving W/ 6'x 6'- W 1.4 x W 1.4 U 0. R` \ 19 12 ��' W.W.F.(const. pint@ O 12' o.c.) over 6' crushed rock. I e� 14 �� \' Black. concrete shill comply with requirements of appilcoble ((� / 2 / j , divisions r} sections for concrete mix design and quality control, CD .ti 20 /� �,. , 1 l Q� A. Six (6) to seven (7) percent air-entering adm'xturs required. 13 I 61% / f I / Block concrete to comply with ASTIA C260 and as speeifled toCo divislewl 3. 16 0 P 5 the of „"ARO Fm iu rank Por,fana CemM t sholl r J i-- �\ he us�fl to provtds tntrsgctT c c+br to Nor, concrete pairing. Construct trash enclosure on 6' P.C.C. pod per detail. ('1 Cr C� { "-�•�' "� �O ' �► 1Q cr Double faced Internally Illuminated pate sign. Conduit & power by Q�1 '-�?� /f\ � � .9' � r G.(:. Sign, sign foundation, @Igo Ins`aliotlon At electrical hook-up � 1.L, v�� by lona Bell, 74 ``' � �� � � � 11 Internally dluminaled directlnnvl sign (sign face as noted). � C 7 7 / _- / ( 170 O Foundation, r,ondult, At ower b G.C. Sign, sign Installation and 0 cc 0 • ; 117 ^)� -� �J - C5 C� ('-� 6• � electrlual hook up by Taco Belly 9 9 J D� 5'R • - t9 14 0 / . A. 'Fater' • M. 'Right Tum Only (� J `f C. 'Enter -- > P. 'Passenger aide Plckup z = 7 \ 1 a f 4 �)y05 / G. 'Do Not Fnter Q. 'Driver side Pickup' u, cc , ' / r ^, •, �� 1% ' y+ " r /Cy. i�- / J. 'Drlve Thru -- _>• tJ r , �/' 14 K. 'thank You' V My7 . `' ✓ \\ w .�� �� L. Blank O . , 1 �1 ) 7 �� / �� �Q 1 Menu hoard and speaMer on pedestal with senaor loop per Jetail. �- r + J i , �� Founrlatlon, conduits to building, and power by G.C. Taco Bell to � / ¢ euppty and Install the monu bonrd, Ac speaker. Taco Bell to supply 18'R 22 V /cw A:" sensor loop, Contractor to Install eensor loop. D.5,' 58 02a- -� �\�� /� 12a Urlve up window sensor loop; supplied by Taco Bell, installed by 1 1 30 R' - `� �J General Contractor, Break reinforcing rT,eeh In poving. •' �U1i/G �- �Pltiti g'' \ mow.. �J \ 26 t vn SsP/•./�'� C•c"Y''`' �A,� - . .. .» ! �, . � 1� Prov4ds 400 watt metol halide word light per delofi. Construct t 11� 1t�/ ►� roundatlon and provide conduit ann power per detail 27 12 \ 14 ,\ , +q / !� 14 Install quard post per detail. I'alnt to match budding color. �s + ..� 16 Point 71' nigh tetters, white. 4 R P.1 5 �� 1 i paint traffic arrows whits. �¢'� \� + �� (Jn� �S5 1 B Point handicap symbol whitr, on blue bockgi ound. FEVOOM 0 i g Faint 4' wide solld stripe white. w l �991 30'R I + +0 Paint 12' wide solid stripe white. �, - -=T rn "4y`• / (�,' Cj / JO I nrtdaCcpe urea. See sl,eete L1, I_'l, L3. �� I / I / 7) Install 1000 gal, grease Interceptor per detail. See ai,o plumbing Q i r '�-- drawings. r n r r - I $g' 08, Z5" W 100.00 �7� Ct Y� i) / s� 2.3 Construct P.C,C curb nnsMg per detail. t_ � f r' 24 Conifiuct P.C.C. curb at Drive Thru Window per detail. rI I Provide pole mounted handicap sign per detail. •t n 2h furnlsl, and Install bike rack., 'Pedelar's t'ost' by Llfe ARCHITECTURAL �I�1�E PLAN_ � - Fnterpise�, (5D3) �,�-475, or equal. + _ - __ -.- _ ()-/) Overhead clearance bar as per detail Sheet A1F. Bar and installation by`�CALf ' 1" - ill'-0" Taco Bell. Foundotion per Sign Base Detail by C.C. (2g F,rimiting utilities, poles• slgns, and fence to remain. II ,30 Construct neer P.C.C. curb and driveway rnrT)p por City of Tlqard detail. AAm�pp//���� �{�-�^�Q <<<<:� I�IGf1/1L.�R!!1��?'_ 11 Construct new P,C.C. curt) per C!'ry of Tigard detail. 1, Prior to Malting conafrioctlon, the Contractor shall he }. Sile grading shall be performed In accordance with these 4, the location of underground ,itllitles nail factlitles shown 6. flim Contractor sfinll be responslble for providing adequate IRF_ VWt PERSITE responsftilm In rnalre sure that ail re aired 37 Construct new P.C.C. sldewolk q permits and plans and r+peciflcotbns and the rernnrnendotlone set forth on those plops are based on held e(�rveye avid local utility sofegunrrle, safety devices, protective equipment, and safety . per City rs( rr�lord detail. approvals how+ been obtained. No canetructlan a' fobrlrotlnn in the soils report references in this plan est, the company records. It shnli be the rontro:arx's full procedures and rr,elhods in protect file life, health and M%WN Rin GJC/PTS shall begin until the Cwtrartor has received and thoroughly contractor @hall be respon@Ib,+ for removing and +eplaring responsthnity to rontart the varttwa itillty cornpanies to surety of worker's, eubcontractcx's, supplier's, and the _3.5 New US Postal approved mailbox. reviewed all plane and other documents appr,rved by all of all soft, yielding, a unstable rnaterlats and replacing with locate their facilities prior to starting const►uctlon. No public on oil work related to this pro)ocl. All work and 4 Construct handicap ram par iX)OT standards. CtK'U r the permitting nuthorltles. suitable materials as sper1fled In the sons report. All additional corr,pensq►Ion shall be palC to the contractor for safety procedures shall be In full conformance with JSHA 3 p P p excavated or filled areas sholl be compacted to 90% of damage and repair to these farilitler caused by his work reriulren,m+ts and ttre rsriulrerhente of local governing ?. All work etnali be p!+rformed In accordance wtt!t these plane modllled proctor maximum density pe, A.St.M. Test D 1557-78 force. 019^^rtes• 35 Construct new P.C.0 curb per ODOT standards. DATE- 4 NOV. 1982 and !r,�erlficotlans and the requirements and standard@ tai the Moisture content nt rime of placement shall not exceed 2% FKALCOM TYPO tocol gecifica i authority The *ons report d ' above nor 3� below optimum. Contractor stool! submit o 5. All ditnenslors and grades shown on the plans shall be ? A seal of opp►nved final elle and bullding plant rnuoit be on }/; Construct new P.C.C. sidewalk per OOpT etondords. Sons En (neer, verlfled b the contrortar prior to c,netructlon. The site at all tunes during the conetrurllon peri nil. C + re•;nrnmendafions eetforth fherelrr are a part Of thv compaction report preprred by a oluallfiev g Y P ���+ i co documents and In rose of conflict shall take registered wlthln the state where the work ler performed, contractor shall notify the loco Bell Construrtlon M•moger 31 Contractor to furnish and install 6' white vinyl decd address numbers precedr,ce unless specifically Holed utherwler on the plans. verifyln9 that all 'Tiled areas and el. areas within If any discrepancies exi+rt pr!nr to pr,seeding with B. All nits work eholl conform to U.B.C. and City of Tigard - to window. { The contractor shall notify Taco Bell ransUu<tion manager the banding pod area and areas to veil have been conaf►uctirxn for necessary plan or gads changes No eytra r", ijhernentn. ig Contractor to hold out curbs and walks against modular building unto �� NUIuHt3� of any discrepancy between sons report and Diann, etc. composted In accordance with these , no and specifications compensation shall be pald to the c,mtractn- for work In be after building Is @et. and the recommendol;lons set forth in the softs report. I redone due to dirrrenslontr or g•ades shown ,,icoriar.11y on 0s, A1A these plan@ if such notlflc•ition has got been given. (+f,r + 1 t `- t vR� Jnr �. r• eF 13295 SW Pacific Hwy FA!;ll FT f�Av�13t 3 of 3 86_0040 L . ,.w .�,.�.......-•ww. .�."•.. .. .. +w• w,r ..•+R1F...w..+.. ....w+.w..�-._. ..,«.•.r11A, .� ,,��...,. w.•.••r-•« .._.-....�yti...w_.,Wgw•�'n�. .•.. •M• If this Holier• ;Ililie:u's cleat-el. Ulan rbc � JUL. 08 1998 docurlicnt, the 1locullieiit is of Inal't;illal rurality. N111CRnFI HIED i iljl;ij� lljll � Jljlll►lll�lllj !l!llli�r{ill 1 il !I!�,' i!i ! i I I I iii { 1 1 I I + ! I 1 ++►ijlVi+�lilij ► +iIi+ij���:,1 l i,I(III�+iIIII�Ii 'i+i+�!l►I► IIi+i►�►I►lj! INCH MADE IN CHINK 11 IJ{ill1111lIlIIilllllll�I!!!II!!!{!!!!+ I!II!!!IIlI!!I!!!i1',!!!!!!!!�!►1l1!!!!I!+!! ?!!!i!if! !NililtftNiilll!!I!il!If!!lllliil!!!i i{!i.1II!iitJ{i lllli,.,•I,.tilllli„Ilitfllllli{fill!fillmo[fi{,onJIIiIIt1 1 iiIIInIiIIIIIllif1!111111r11111rrrIIfIIL 1,IIIILHr fill I ! 1 (if t 1 Ila i1 t rr r t r Jrlrr r r Ir rr t 1 r r!r ADDRESS: Q Cj� i:\records\microfilm\targets\builciing.doc CITY MJF TIGARD — DEVELOPMENT SERVICES ENGINEERING PERMIT A .1104W 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 C,E:RM I T #. . . . . . . : H%16'97-0020 GRT.M. GERMI'T' #. . : F'N1397- OOc'Qi DATE. I SSLIE D: 05,106/97 i.31TE: ADDRh5S. . . : 1.3295 SW F'Wf f I o- liW r PARCEL.: 26102G13-01.900 3LJBD I V 191 ON. . . . : ZON I NG:C_G DI-OCK. . . . . . . . . . : I._OT*. . . . . . . . . . . . . : JLJRISDIC'I'IONc TIG PERMIT 'TYPE. . : SOP PUBLIC: 114PRV : DUANT. (!-IN FT) VAL.UE=. AGREEMENT DATE: / / GRAD/EROS +fx*- 4 OSSl_IRANCE. E:XF'IRA'FT.ON-,--- S'T'REET 'E PERFORMANCE n / / SAN SEW lylo I NTENANC.:F: / ,' STM ';F.W " $ POTHWOYf3 i TOTAL . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 1 Remarks . STREET DPENING, TO DRILL rIVE GED-PROBE BORINGS, V-Ie� mittee : FEES KL.EINFEI..DE.R, INC. type amount by cute r^eapt 19-050 S. W. KOLL. PARKWAY, S1'F 4.1 OPEN $ 54. 00 B 05/06/97 97-494t89 FAE.AVFR"FON OR 970O6-6028 MISD $ 1.350. 00 P O5106i'97 97-'r.'94189 Phone 10: 644••-9447 Feng i rrr�er : i; 14011. 00 TCITAL - _ REi:OL)I RED I NSPECT T ONc ..._.........._. er•mi teeiAr rt Si IIArtT.i s� _.__._STOF"11 SFWFR-._ _.._ ._..._)TREE'T.__-..__. --- M. H. R C. K. CRH LINE" & GRADE C'I PFF' I_.N R: CARD SUBGRADIF Issued `I�y : � �w 11f.,K.FL.!_ A C.MF='CT' SASE ROCK ...: _..._... . _ AIR R• 'T V I FST L.EVE:L. L OURSE i ^ity of Ti .k d, C7re, on WEARING COURSE 1.3125 E3. W. 1411- -Bled. - -SAN. SEWER TRAFF- R PED CONI r IGARD, [wegon `:d"7.='r'.: M. 11. R. C;. 0. MONUMPN'TATTON I")TPF LN A- GRI) STRE111.1S' HTING SCKFLI.. R CMGCT WALK/APRON/RAMP AIR A 1V TEST FOR INSGE.C.'TTON. CONTACT: -GRADING. ...... Letts Thcrm,a- #639--41"71 (of-f'irr ) _ RFPR' C;/AD..?, 5- CONTOURS #780-26,67 (mobi l.e) DRAINAGE _.._. . _._PAT1.4WAYS'-- --- F':RCISION C'NTL_. a Page No. 1 CONDITIONS/CORRECTIONS FOR CASE NO.: ENG97-0020 KLEINFELDER, INC. 13295 SW PACIFIC HWY 04/25/97 1) TRAP CONTRL- SPECIF (CITY) -- The City's standard specification for traffic control is "Manual on Uniform Traffic Control Devices for Streets and Highways", U.S. Dept. of Transportation, F.H.A., 1988 Ed. 2) TRAP CONTRL- CONTR RESPON FOR -- Traffit control shall be provided for by the contractor in accordance with the City's standard specification and, also, in accordanca with a City (jab specific) approved traffic control Ian. A copy of the approved traffic control plan shall be available at the work area. 3) TRAP CONTRL - ROAD CLOSURE -- Public roadway shall not be closed to traffic, at any time, without having first obtained written approval from the City Engineer. The permit holder is responsible for provision of timely notification of traffic flaw disruptions to area wide Emergency Services i (Tigard Police Dept., Tualatin Fire & Rescue) and to Tri-Met and Tigard School District. 4) TRAP CONTRL - ADVANCE WARNING -- Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign Ct each end of the construction area 72 hours (min.) before initiation of construction work. 5) TRAF CONTRL - PRIV PROP ACCESS -- Access to existing properties shall be maintained at all times, including normal delivery service and mail service and if not, shall be cause for work stoppage until effective access is established. 6) TRAF CONTRL - DEVICES IN PLACE -- Traffic control devices, flagpersons, etc., shall be in place prior to initiation of construction work and shall be effectively maintained. 7) TRAF/NOISE CONTROL - WORK HRS -- No work will be permitted during the hours of darkness, nor. between 9:00 p.m. to 7:00 a.m. Monday through Friday nor between 9:00 p.m. to 8:00 a.m. Saturday, nor between 9:00 p.m, to 9:00 a.m. Sunday. 8) TRAP CONTRI, - MIN LANE WIDTH -- Minimun travel lane width shall be twelve (12) feet; pedestrian travel shall also be provided for. 9) TRAP CONTRL - CITY CAN MODIFY -- The City reserves the right to add to or modify traffic control requirements as may be necessary to effectively control traffic and to assure public safety. 10) INSP 24 HR NOTICE REQUIRED -- The permit holder or his contractor shall notify the City's inspector latli�..rlae�e) lPaul Izatt) at #639-4.171 twenty-four (24) hours prior to commencing work, twenty-four (24) hours prior to any staged inspection and after ^ompleting wank ^overed by the permit. 11) PERMIT 6 PLAN REQ ON SITE -- A copy of the permit and all attachments, and a copy of the approved construction plan and all amendments shall be available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and Mrproved plan amendments and to the City's Standards and Specifications and to these General Conditions. Changes to any of the aforsai.d must be approved by the City, in advance of work performance. 12) HAZARDS - CERT OF INS -- Maintenance of the work area and approach roads is the responcibility of the permit holder. The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. A copy of the permit holders Certificate of Insurance shall be available at the work area. 13) DEBRIS - MATERIALS -- The spreading of mud or debris or storage of materials or equiptment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and stoppage of work to accomplish cleanup.; 141 EROSION CONTRL REQ -- Effective erosion control is required. Erosion control devices must be installed and maintained meeting D.E.Q. requirements. The City may at any time order 7orrectivd action and stoppage of wurk to accomplish effective erosion control.; Page No. 2 CONDITIONS/CORRECTIONS FOR CASE NO.; ENG91-0020 K.LFINFELDER, INC. 13295 SW PACIFIC HWY 04/25/97 15) REPAIRS - LIKE MATERIALS REQ -- Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs, flowers, barkdust, existing signs, pavement markings, mailboxs, etc., shall be reestablished, reinstalled or replaced, with like kind and material. 16) DRAINAGE CONTRL REQ ­ Effective drainage control is required. Drainage shall be controlled within the work site and shall be so routed that adjacent private property, public property and the receiving system is not adversely impacted. The City may at any t!me order corrective action and stoppage of work to accomplish effective drainage control. 17) UTILITIES PRELOCATION REQ -- Excavators must comply with O.R.S 757.541 through 757.571; excavators shall notify all utility companies for line locates 72 bra (min.) prior to start of work. Damage to utilities shall be corrected at the permit holders expense. 18) UTILITY LOCATIONAL CONFLICTS -- Contractor must verify all existing utilities for both vertical elevation and horizontal location prior to start of work (pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary it shall be done at i the permit holders expense. Changes must be approved by the City in advance c,f worY performance. Contractor shall coordinate the work with affected utility agencies. 19) TRENCH - PATCH/SAFETY/LIABILITY -- A temporary hard-surface patch (Cold mix A.C. or Hot mix A.C. base paving) shall be placed on trenchs within roadways at the end of each days work. No trench, on site or off site, shall be left at any time in an unsafe condition. The permit holder is responcible for and is liable for hazards or damage resulting from the prosecution of the work. 20) REPAIRS REQ - INSPECTORS OPINION -- Work provided for under the permit shall include repair of existing facilities (roads, ditchs, etc.) as may be necessary, in the City inspectcrs opinion, to overcome deterioration or damage which occured in conjunction with the work authorized by the permit. Corrective work shall be done at the permit holders expense. 21) TESTS/REPT'S TO VALIDATE CLAIMS -- The City's Inspector may, at their discretion, require provision of testa and or reports from the permit holder, permit holder's engineer or co,itractor to validate claims of material or construction adequacy/compliance. Such teats/reports shall be provided at the permit holders expense. 22) RELEASE - WAIVER REQ -- The permit holder shall provide a copy of a properly executed Release & Waiver document to the City for each ownership disturbed by construction activity, as evidence of disturbance resolution and owner satisfaction. 23) MONUMENT PROTECTION REQ -- Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holders expense. 24) PROBLEM SOLVING RESPON PARTY -- The permit holder shall provide to the City Inspector, in writing, the names and 24 hr emergency telephone numter of two (2) persons who have authority to resolve problems, take corrective action and, in general, will be responsible in case of an emergency. The permit holder shall notify the City Inspector, in writing, of any/all assignment changes. 251 CONSTR SAFETY - RESPON PARTY -- The permit holder shall cause his contractor to provide to the City Inspector, in writing, the name and 24 hr emergency telephone number of a designated "Competent Person" responsible for construction safety as per OR-OSHA, Chap. 437, Div. 3 Construction, Subdivision P - Excavations. The contractor shall notify the City Inspector of any/all assignment changes. 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Ono Q Y W QP v ` a w r� V j N � W C1-. .� T- CL O �Up z LL ca / N0 V a Ur o U U- 0 U e W e \� e '11 ' a cn �1 O � <i> CL � Z >11 v _ Z V o , iu O i O .O O O ^ y y ��' xa� �--i i s W U U N g=w ► a2O o C O uc o Q OU< O U Q L Q � u � � c d „ W � ta e ' O y ° ' a 3 O ' Y J uj N 1 and 9� l o a ► hal °v O a3ti e � cy , LL, �r K �a 0 a ' z V LU I w Ud i LQ LA. U 2 S w 'Q V y r t , a C OF TIGARD BUILDING IfiSPLICTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Ivlech. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect, Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk [�Reins. Other. N Ly ) Q -() ►rte-`_��. Date: _ A.M. P.M. _Entry: Address: r�_� _ ---f—`— Tenant: a Ste MSTL f BUP: Con/Own: L E/ kL) MEC: �'�j� PLM: - TH LL WING CORRECTIONS�RE REQUIRED:�ELR: 17 + �D _ 4W, V,/ `J Inspector: _APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO SI-IL WORK PERM I 1 C11Y OF PERMITMIT #. .. .. .. .. . . SIT95--171037 ARP DATE ISSUED: 10/09/95 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (303)8394171 F-,ARCE.L: 2S 102CS-01900 SITE ADDRESS. . . : 13=95 SW PPLIF=IC HWr SUBDIVISION. . . . : ZONING: C-G BLOCI'.. . . . . . . . . . . LOT.. . . . . . . . . . . . . . TYPO: OF WORK:ALT IDA I NG . . . . . . . . . . ;IV PESO. 1\1 G. EXCV VOLUME. : Cy GRADING?. . . . . . . . : Y VALUE. . . $ ; 1700 FILL VOLUME,. :320 c y I_ANDSCAP I Nu?. . . . :N ENG FILL?. . . . . . :N SITE PREF'?. . . . . . :N SOILS RPT READ? :N STORM DRAINS?. . . :I\I IMPERV SURFACE. . sf Remay-14s : Fin_-+1 pl-1A.c a treatment sit:e. Own er F-En's TRUAX HARRIS ENERGY CO. type amol_rnt by date recpt PO BOX 607 PRMT $ 21a. 00 B 10/09/95 95-2'7140x; 5PCT $ 1.. 40 B 10/09/95 9`';--2'71405 WILSONVILL.E OR 97070 F'LCI'. $ 18. 1='0 B 10/09/95 95--271405 Phone #: EROS $ 80. 00 B 10/09/95 95--271405 I`RPC $ 2G. 00 B 10/09/95 95--271405 Contractor-,: -- ---- ___._----______.___.__--__ERFC $ E'6. 00 S 10/09/95 95-2:71405 PACIFIC NORTHERN ENVIRONMENTAL 1081 COLUMBIA BLVD. LONGVIEW WA 98632 Phone #: 206-423-2245 $ 179. 60 TOTAL Rera #. . .- 7£1140 -- ----- REDU I RED INSPECTIONS - ----This permit is issued subject to the regulations contained in the Erosion Control — _....._._..M_ Tigard Municipal Code, State of Ore. Specialty Code,, and all other Grading I n s p applicable laws. All work will be done in accordance with Final Inspection api,roved plans. This permit will expire if work is not started within 198 days of issuance, or .f work is suspended for more than 198 days. — — -- — 1 Per^mittee Si ate_ p : T s s�.r e d B y: C.;811 for inspection - 639--4175 Commercial.Buildi ng Permit Application of Tigard 25 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 .lobsite Address: Tenant: – Suite # � Office Use Onl Valuation: ' Planck/Rec # _ Permit # S/f 9C- au 5- Owner: Owner: -.AgC 14XTr J �'►�__— --_-- Map & TL # �L1 1 D Z C•,25 Address: ��� ` _— Approvals_ Required /%7 (112 (l•V ;I-G Plannino Phone: SU G – JY( J+ Fngineenng �a� +�'c No�'1e-� �•w Other Contractor: acv st 4/t„ Address: ` le- Type of const: Occupancy class: Phone: _ � Contractor's License # y Pi Sprinklered? Yes No (attach c1#y Of current Oregon license) Sq. ft. of project: Contact name & phone: ��� cs-0,J) b�Y-C6�� Story (1st, 2nd, etc.) Proposed use: Architect/Engineer: t•� a � -Il l C / PLL Previous use: rlddrE;SS: I J_U J (/ J{•� 14, �l f,ILwI- '1 Note: Plumbing & mechanical plans _NC""40" G'IZ 9}OG. must be submitted at time of ' building permit application. Phone: )7)J-4 Vq- JOB DESCRIPTION: Applicant Signature & Phone number n Received by. Date Received: Permit# Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) �v _ 7-4 ` Plumb. Permit (PLUMB) Mach. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) _ Parks Dev Charge (PKSOC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (rIF-IS) Office TIF (TIF-0) !_ Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Pennit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: �F . . CA QI I•— Q =.� — -- I ' al 000 C) uicli a : (, I w cn rj .1 I U EBF O Q Q o .I m �� EwG"cf., o C o, wIt I— 4 II i 1 rA v cn c r h,3a L ;3 11 N ( l .AL t O nn 1E uc{ I W r. .. tn I. it"". •jird I '4 3 � OWMLU L IV it, cn ,... _`. . SCF. ••i:rF'.3 I i � ui r IIS w 'atoY LU .I cn I I , v �• 1 O Y I F w C o O W -i Q z a I � k'q KLEINFELDEI2 September 25, 1995 --~-- - ---- Kleinfelder Project No. 60-5024-01 ) l Mr. Jim Funk Community Development Department City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 SUBJECT: EROSION CONTROL PERMIT 13295 S.W. PACIFIC HIGIIWAY TIGARD, OR:;GON Dear Mr. Funk: The attached site map includes the proposed grading plan for the above referenced site. Existing stockpiles SPOIA and SP02A are to be graded on-site. The total volume of these stockpiles is approximately 660 cubic yards. In addition, approximately 320 cubic yards of import material is to placed on-site. The total volume of soil to be graded on-site is approximately 980 cul.: , yards. Erosion control measures, consisting of a silt fence, are to be used during grading work. The estimated expenses of this scope of work is estimated at $1,700. Previous grading permits issued by the City of Tigard for the site include SIT-94-0041 and SIT 95-0015. Upon completion of site grading work, a total of approximately 1780 cubic yards will have been graded on-site. It is estimated that grading operations will ultimately raise the surface grade approximately 2 feet. No compaction efforts will be conducted during grading activities. The material will be graded level and grass seed will be planted over the area. There are no future building plans for site improvements at the property, thus not compaction efforts will be performed at this time. It is our current understanding, based on a September 25, 1995 telephone conversation with David Scott, that compaction activities maybe required at a future date upon site improvements. Kleinfeld, is scheduling site work for the week of October 2, 1995, pending receipt of a erosion control permit. We appreciate your expedited attention to this matter. If you require additional information, please contact the undersigned at 1,503) 644-9447. Regards, KLEINFELDER, INC. CDonald J. ;,4fst rgf, attachments: Site Map Copyright 1995 Kleinfelder,Inc. Page 1 FUNK0995.130c(09/25/95) KI I INI 111)[1, 15050 SW Kull Pmkway,Suite L, Beaverton,OR 47006-6028 (501)644-9447 09/27/95 WED 09:43 FAX 503 643 1905 KLEINFELDER INC 9 001 Project Number: G— 577 �, L p Project Name: FAX • PAX FAX • RAX FAX • FAX To: �, �,,,,k From: 4x'? .1q�.rvs-t (person) —' — C - Kleinfelder, Inc. (COMP 15050 S.W. Koll Pkwy, Suite L Beaverton, Oregon 97006 (address or branch office) --- (503) 644-9447 (TEL) (503) 643-1905 (FAX) 4'r y- L7 (fax number) Date q �t� �J Original will follow ❑ Time: Original will not follow Total pages:i_ Sent by: �-- (including cover sheet) — Instructions/Remarks: J :^ - -�en t Ic r ct� — -�------ � �+ �..,+�. � ►� , 1��� �_:it Imo. 'one t If there are problems regarding this t� lec,opy, please call (503) 644-9447. Kleinfelder, Inc. 09%27/95 WED 09:44 FAX 503 643 1905 ALEINFELDER INC x]002 7a 41e, b6-- Z no September 19, 1995 ROB FijRREST DEPARTMENT OF TRUAX HARRIS ENERGY COMPANY ENVIRONMENTAL PO BOX 607 QUALITY WILSONVILLE OR 97070 NORTHWEST REGION Re: Truax Harris #5 File No. 34-90-432 Dear Mr, Forrest: The Department has received your final soil treatment report dated August 29, 1995, for your soil treatment project located at 17455 SW Tualatin Valley Highway in Aloha, Oregon. Thi-c letter supersedes the Department's letter, dated September 8, 1995. Treatment of the petroleum contaminated soil appears to be complete based on the following: 1. Treatment was conducted under the authority of a Solid Waste Letter Authorization issued on August 5, 1994. 2. Approximately 940 cubic yards of gasoline contaminated soil was removed from the excavation and treated by vapor extraction on-site. After treatment was complete, confirmatory samples were collected and analyzed for total petroleum hydrocarbons (TPH) by methods TPH-G. Up to 45 parts per million (ppm) TPH as gasoline were detected in confirmatory soil samples collected frorn 890 cubic yards of rteated soil remaining on-site. This is within approximately 10% of the 40 ppm. TPH as gasoline cleanup standard established for the site. Because only two of the 16 confirmatory soil samples exceed the cleanup standard, the Department does not require any additional sampling. 3. Approximately 50 cubic yards of treated soil was transported on May 10, 1994 for use as tank vault backfill J„dterial at 120 N. Pine Street in Sherwood, Oregon. No contamination was detected in confirmatory soil samples for this material. This activity occurred without prior Department approval. 4. Approximately 890 cubic yards of treated soil is to be reused as fill material off-site at 13295 SW Pacific Highway in Tigard, Oregon, in john A.Kttzhiber accordance with the written soil treatment plan, and shall not be Guvemm placed in an area sensitive to surfacc water or wetlands impact and must be managed in a way to prevent human contact. 5. Another 200 cubic yards of diesel contaminated soil was excavated and disposed of at Regional Disposal in Roosevelt, Washington prior to 2020 SW Fourth Avenue construction of the treatment cell. Suite 400 Portland, OR 97+014987 (503)229-5263 Vuirc ]TY (503) 229-5471 nEQ-t 09/27/95 WF.D 09:44 FAX 503 643 1905 RLEINFELDER '"'C Q003 ROBS FORREST September 19, 1995 Page 2 Final disposition of the remaining treated soil may proceed. A report documenting the final disposition and results of sampling beneath the treatment cell is required. Your cooperation is appreciated. If you have any questions, please contact me at (503) 229-5492. jSam'nrely, i 1 Rachel Carlin Segal UST Cleanup Specialist Northwest Region r_c: Truax Harris/C.orders, File No. 24-94-064 Don Larson Kleinfelder, Inc. 15050 SW Koll Parkway, Suite L Beaverton, OR 970066028 I MI. ll I II I 1 .1 1 NII. 1.1 if.IA f d4l 11 11A 1 0 V., NI-ft ?1,1N(1I.0 1 )11 1 It'll it ll,•l 1 41. OW Al)OW a 1'-)f.4.- [A4 1,41-11 GII 1.1 N I 1 1-11 1`4 1 14.111- 1 41:4'79 (IR 1) PI I RI .1 1 it I,If Iv MF INI I fit 1111 IN 1 1,11 it I) I'I f(l 11-0 1 It 11ti , 1,;t M II IN I PH.1 I Pi I I 1lt-11. 11. 11, IIWY. It I I I'M 1) AORK CITY CSF TIGARDi-A I'M 1 T .} _RMIT #. . . . . . . . SIT95-001`i COMMUNITY DEVELOPMENT DEPARTMENT ✓� DATE r'�,CUED: k77/0�i 35 13125 SW Hall Blvd.Tigard,Oregon 97223.6199 (503)639.4171 PARCEL: �sik'��C:H-01900 '.� 111-C ADL?;�EGa. . ,. : 13,2'j'5 SW PAC I f"I C I�iW`r' SUBDIVIE,ION. . . . : ZONING: C--6 ALOCN,. . . . . . . . . . LOT. . . . . . . . . . . . . . TYPE OF WORK:ALT PAVING?. . . . . . . . . 3N RES0. N0. EXCV VOLUME. : Cy GRACING?. . . . . . . . :Y VALUE. . . 1000 F l I_I._ VOLUME. :400 Cy LANDSCAPING'. . . . :N j ENG FILL?. . . . . . :IV sITE PREF'?. . . . . . ..N r jO I C_S RPT RECD? :i\l STORM DRAINS 1. . . :N IMPE~RV SURFACE. . : sf I I R,-ma)^ks : 400 CU YD5 FILL Ow,ier: - - ___._ _....._.__..____._.__._..... __. ._._....__.__� __...__ .._ ._ .._._.___..._ FEE _......_._.._...__ ...._ . TRUAX HARRIS EW.AR,[Y CO. type amol.rnt by date I-ecpt f-10 [SOX 607 PRP1T $ 54. 012) B 07/05/95 95--267566 PLCK $ 22. 50 SW 06/02/95 95--266208 Wli-_ ONVILLE OR 97070 5PCT 4 J. 70 U 07/07-5/05 1)3-267566 EPOS $ 80. 00 13 07/05/95 95- 267566 ERF'c $ 126. 00 D 07/0"/"3'., 95 ,='E 7566 E'6. 00 E; 07/05/95 9 670,66 FLMCO GAO BOX 115E+9 F`OR V;-AND OR 97211 PI-ione #: cA3 41:ii 11. 20 TOTAL. Rey #. . : 43740 RE UU I RED INSPECTIONS This permit is issued subject to the reg-i;ations contained in the Er-osion Cuntrol _- --_ Tigard Municipal Code, Stats of Ore. Specialty Codes and all other E:xcavAtion Irrsp applicable Laws. All work will be done in accordance with Fill Inspection _— approved plats. This permit will expire if wo-k is not started Gradiny Insp within 180 days of issuance, or if work is suspended for more Final Inapecriun than 180 days. ..eu.. (:, !'I 1 E'e .:,1 T1E3t -,u e d Ll Y Call far inspection - 639-•4175 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4)71 Jobsite Address: ✓ �Q C t�r� ��?� ( , Tenant: _ sone # r� W 06 _ PlancldRec# ( .`. (M'° Valuation: Permit Owner: 'Tl-�aK CTa r r w-� ` L Map 8 TL# � j ;:� �l� �_•�- Address: P.o. 6 o X G 6 -7 v ( 1 />pproala Required , v2 ?olb -- -- Planning Phone: 86S Engineering r Other _ Pia Contractor: y < ; � Address: 4 37 N - c o lu 9, 0 'Type of const: Y Occupancy class: Phone: ZS3—ZI S Sprinklered? Yes Contractor's License # 0 4 3 7 -o (attach copy of current Oregon license) Sq. ft. of project: l5 O0 O Contact name & phone: �^�' a if Story (1 st, 2nd, etc.) —8 - CT '///n�__ at e� Proposed use: Archltect/Engineer: K ` _. � � Previous use: z c.,L•--+ Address: _ Kos A � � �►�� ��;�in��— Note: Plumbing & mechanical plans Bzeu" �0 -1706-7 must be submitted at time of building permit application. Phone: (� S ,1013DESCRIPTION: n�" "� e�.c �!_40, 04, A Applicarf Signature & Phone number Received by: �). �`� �r�. c _ Date Received: C ` _ Permit# Account Description Amount Amt Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECN) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: Mech: _- Sewer Connection (SWUSA) — Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) _ Mass Transit TIF (lir--MT) _ Commercial TIF (TIF-C) _ Industrial TIF (TIF-1) _ Institutional TIF (T.F-IS) _ Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) r _ Erosion Cntrl Permit (ERPRMT) ��� ��• 1�G' Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) _, G S TOTALS: k4KLEI N FELDER SHEET__OF_- PROJECT-------_--- --------- - PROJECT NO. -- ------- SUBJECT- __-- -- BY --- -DATE.- - _______ REVED BY __ DATE-____ _ CIS S � r o GJ I Aj LN IRS o ri 1 h � r 1 1 `r C7 J f� C 1 TY CJF" T T BARD -- RE:CE 1 PT Of- PPI YML.NT RECT I PT NO. :95-2-67566 CHECK AMOUNT s 194. 95 NAME. s KLE I NV EL DE R CASH AMOUNT s 0. 00 taf.�;'1Rf�F38 e 2121 IV, CAI...IFORNIA BLVD. PAYMENT DATE a 07/05/95 WALNUT CREEK, CA SUNn I V I4.T ON 94596--- PURPCISF OF PAYIh1E NT AMOUI T "Alf) Vi RVIDG ' OF' PAYMENT AMOUNT PAID BUILDING PERM 9TT95--0015 54. 00 3T. BUILD PUP P. 70 h ROS I CIN 1.,'0NT ROL_ PE RM I TF"E:f_ 80. 00 1=RO i T ON CONI R01._ FLAN CV, 216. 00 E ROS T nN CONTROL 26. 00 PLAN CHFCK FF 6. <<''., SW PACIFIC HWY. I Cl f f-IL_ AMOUNT PAID _ r 194. 9`i I i i C'l fF i'.K AMOUNT a 0. 00 li a I1taLl.taC;F:y Ot;iJTT t W, f AMOUNT s 20. ow �I 1 1•'f: S I'I E I NFF.L.DE R, IN-'. ( fI i11FNT VATFF' a 1716/0;=,/15 13050 050 sW KOLA_ Pl.',WY, :iT'F- I '�t 1k3U I V I ST(IN . E►F.'.FaVE:F?"filyd, nFt IF>{-'OSE: OF K'OYFYIF"NT F'aMOUN•I PAID vjltrf'f,'.,,v fir 1,cee r-wl ()MOUNT PAID i lhl t:':WEC:Fc Ff F .. r '3W PAC I I-T C 1-114f 'T CI'I f41 AMOUN1 PAID INSPECTION NOTICE Cite of Tigard Building Department 7 13125 Sal nail Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Business Phone: 639-4171 Inspec-tion: Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas L.na FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rein Drain Insulation �� Plbg. Underfloor Water Line Gyp. &1. -Mach. Date Requesteds / Time: PM Address: ,�� '^-� Permit �7 Bvillder: -- --- U TNM FOLLOWING WRRECTIONS ARE REQUIRED: Ae 7 e 1 Inspector:_. Dates APPROVED DISAPPROVED :APPROVED SUBJECT TO ASM call For Reinap. SITE WORK MI T CITY OF T I OARD PE RM 1 1' #P I--R. . . . . . . : SIT94-0041 COMMUNITY DEVELOPMENT DEPARTMENT DATE J.SSUED-. 09/23/94 13125 SW Hall BNd.Tigard,Oregon 07223o819n --03)639-41711 PARCEL: 2S102CFA-01900 SITE ADDRESS—, : 13295 SW PACIFIC HWY SUBDIVISION. . . . : ZONING: C-15 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . 1-Yl-'-,E OF WORK:ALT PAVING?. . . . . . . . . l\J RESO. NO. -. EXCV VOLUME. ., Cy GRADING?. . . . . . . . .Y VALUE. . . $ : yl FILL VOLUME. -400 Cy LANDSCAPING% -,N ENG FILL :N L7TTE PREF'?. . . . . . : N SOILS RPT REQD?:N 17RM DRAINS'?. IMPERV SURFACE. . : Sf Rpinar-Ps : 400 CU YDS FILL (PART OF SOIL TREA'TMENT 01\1 SITE) Owner.: FEES --------- IRLIAX HARRIS ENERGY CO. type amount by date recpt PO SOX 607 $ 54. 00 JG 09/C-1.3/94 PLCK $ 22. 50 JG 09/23/94 WILSONVILLE OR 97070 5PCT $ 2. 70 JG 09/23/94 Pficine #: EROS $ 80. 00 J(3 09/2'3/94 ERPIC $ 26. 00 JG 09/23/94 Contractor: $ 26. 00 JG 09/23/94 PACIFIC NORTHERN ENVIRONMENTAL 1081 COLUMBIA BLVD. LUNGVIEW WA 98632 PI-ioyie #: 206•-•423-2:245 $ 2,11. 20 TOTAL Reg #. . .- 78140 REQUIRED INSPECTIONS This permit is issued sub.iect to the regulations contained in the Erosion Control Tigard Municipal Code, State of Ore. Specialty Codes and all other F i 11 Insper-tion applicable laws. All work will bp done in accordance with Grading I n s p approved plans. This permit will expire if work is not started Final Inspection within IN days of issuance, or if work is suspended for more than 186 days. Pr in i t t P e Si g n a t 1-t i e d By Ca I I for ins;pect ion 639-41'75 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobslte Address:_ 1 '�)2--S S, Offfr_e Use Only Tenant: Suite # _- PtanddRec# Valuation: _ Permit Owner: I-r-,/Q y— �f,'S z �,y�o Map & 7t# Address: �. i�y y (n U _ Approvals Required L� • � SJ�U; IIR{ (}2 In-lc� Planning__ Phone: j0 2- 3 8�' _ Engineering Other Contractor: �at L. -Z 0� �i�e' t. �l��rr raa.w•• \/ Address: o j 0 �- L Type of const: Occupancy class: Phone: Sprinklered? Yes No Contractor's License # (attach copy of current Oregon license) Sq. ft. of project: Story (t st, 2nd, etc.) Archltec (Ii glr) , -( C Proposed use: Address:` ��5D s,uj k-� Previous use: w e'l0 (z 9,7 OQ 6 Note: Plumbing & mechanical plans _ must be submitted at time of Phone: -0) 94 building permit application. COMMENTS: 1 A R cant Signature & Phone number Received by: Date Received: __ Permit# Account Description Amo-int Amt. Pd. Bal. Due (. ( Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) _ 2 , 2o Bldg: Plumb: Mech: Flan Check (PLANCK) _ Z 2— Bldg:Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSCIC) Storm Drainage Chg (SDS)C) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) _ Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA IERPLAN) _ _ 24 - Erosion Planck]GOT (E_ROSN) 26 TOTALS: �� moo® I Z U k4KLEI N FELDER SHEET_I_OF? PROJECT"ftLdL ILL Sud �1Cfe�C. F}' PROJECT NO. SUBJECT a1_TE 'RADIrIC`I OF BY_—�' � - _-- DATE_L2 9= - Se fLS 'ArJ Q ERDsIorl Cru i-, or"o c_ REVIEWED BY --- ---- - ---- DATE.— �Cf��y�'l�tTl C S fTE Pr n+ I a 4N a W \ Q rA. I4 W Ki P C.) , W' w Ixw Q J hi. N 1 v1 V1 w J h V _j M-4 KLEINFELDER SHEET •-OF -__ PROJECT1 li t/� I JJ-9J Y� I1 W ► I(i01•I/ PROJECT N0. SUBJECT 2170 69PUrNI'j of 10.'KPll-C D BY DATE_ E ROS1 0,.1 Coin ROS REVIEWED BY _ DATE__ r',�tuN�s�o Ci��iRurn�Cl �'r Wor<Ic `� FSE- W ILL CfNs►Sr- 01 r K�r�7 ,n1 C, TOc;cPtL.E'S- Pal Vmt 40D L3a� N. .! rlh Il�f4 SNOW�� J S rock;Lis F -� N l5 qQA;;�A. J,7- I TED '!1- Mist r1.,Iqis( r, . f SUR11 rA hay 0NE" Fool t_ i I_ i �rcitLL>l 7 ALG. `TRE)", (LES giE- COVI:ItF� - ! C 1 r �2Ei-rrn�►-rr P� - 1c.E c��r, LA �'•� .t.y..t...'......... .�. . . .... ...... . Q �,� �� � � Cl'1j <,y - 1 _1.f yuan i - --- 44AY f3ncE-_v-, ' roriar, - ,ES'T VAF'nli �c77r+1 i i ,.- .� I SYSTEM dr.oW�l I � 1 M-4 Y OF- T I RV 11:1 1 (,)1- 1 P1 i I I I ' I NI). a,44 c,ti7J4,S� NOME e KLF-JNF[:-'.Ll*.R 0M1.)UN f D 1)f 0 n, RIPI N ("'ALIFORWA Ell-VI) WH Y I'll-fsH MM-- 0':i 94 SI. UE570 !,A)PID I V,(S I WN W"I..NUT CRFIFK, CP 94596— PURPIOSP.' OF; P(4YM(-.Ni 011()UN I' W4 11) PlIfff-l(Vit-- Vff- PHYMF!.Nf WOUNI P"ll) IJIIT",4--OW I LDING 54. 00 �i,r. jAuti-6 P,F.R AN CHECR FE: 22. 190 F.RIGION (AJN1POL Pf---RMJTFF.+. 60. 00 RnSIDN CONTROL PLAN CK 26. (AIA FROS HCIN CONTROL Pb. 00 yl v ;c'-'95 l:iW PAC'IFIG IAWY , 11i11 AMOUNT PAID INSPECTION NOTICE City of Tigard Building Department 13125 Be Wl Blvd. Tigard, Oragan 97223 Inspection lnnsf (Re�c--O-Phone)i_632,4175 Business Phones: 639-4171 Inspection: Footing Pl.bg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL% Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation Plumb Plbg. Underfloor Water Line Gyp. Bd. -Mach. L_ Date Requested: 7 �_� 1 Times " _AM PH Address: 5 Com -Permit /% rlC�l 777 Builder: THE FOLI"41NC CORRECTIONS ARE REQUIRED: Inspector:— — — r --�v Date: APPROVED DI`SPROVED APPROVED SUBJECT TO ABOVE 7�Call For Reinep. MAY-23--94 11136 FROM, WEBER-GROUP INC: IO•. 6029610290 PAGE 1 �Gr� `.`i' £+ �✓„.-��i�� roe, e v cLtt a! TL98MA wkwAisp V'rext"00, 13115 W well Blvd. T!*aVd, 0110900 97211 Inepectlon Lisa (duo.0-7hona)a 639-4176 lusinoss phone$ a39-4I7I Sooting p1Dq. Onderslsh m_% 0— h- a y � 9 qp}�/eJr1A Found. Plbg. Top Out Gas Lina lId1A� o�' Framing ld Post/se" "soh. I1aln Crain Insulation --P lush. Ploq. Onder[lonr Mater Line ayp. td- -wean. O Cate vAquented, \ R' � dux Ilddress� �/S TLse >w t �g \ —� Peru "� saxsoriwu o�.+w�rtwre Ju ws�olRiC, L � n Builders kL --.—�.__ nate•�_� _�_ k "Prom o1sl►rtnnvdea w►PPR.?D eversc-r io �►aiWi ll 411 For W innp. l.omstructi)n Inspection & Related Tests Carlson Testing, Inc. P.O.Box 23814 Ticard,Oregon 97281 Phone(503)684-3460 FAX N 684-0954 December 28, 1993 #CP-8953A Hals Concrete/Paving 2066 S Molalla Oregon City, OR 97045 Re: Hot-N-Now 13295 SW Pacific Hwy Oregon "C" Mix Asphaltic Concrete from OAP Gentlemen: Following are results of a specific gravity run on a sample of Oregon "C" asphaltic concrete supplied by OAP and sampled by your representative from the jobsite on December 28, 1993. This material was received in our laboratory on December 28, 1993, and tested on December 28, 1993. OSHD TM 306-A Rice Value = 153 . 9 p.c . f . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, I Douglas W. Leach President lml cc: City of Tigard • Construction Inspection & Related Tests Carlson Testing, Inc. (;P-8953 A P.O. Box 23814 '10h NO - I'` J Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF 111-PLACE SOIL DENSITY TESTS FAY. a 684-0954 HAUS PAVING Client - HOT-N-NOW RESTAURANT Protect 1 3z;19l; SLI Aar T E T IC H elY-__ --- Soil Description --3/4"-0 RUCK ER(-)rf I\AaXr Dry Density 1 1 3 _lbs./cu.ft. Optimum Moisture 8 -5 -_- % Method of Test _AASHTO ('-99 _- Seiial# _ 1 OVO,' NUC 34118 _ ELEV. LIFT FIELD IN-PLACE DENSITY % DATE OF TEST MOISTURE LEIS./CU.FT. TEST N0. TEST LOCATION FT. N0. - WET DRY COMPACTION SF --` 8 8' SOUTH OF STORM DRAIN , 6 ' EAST 2 6 .7 128 .6 120 .5 1004 12-23 SF9 1<,' WEST OF_ISLAND , 4 ' NORTH— 2 8_1 124 .5 115 .2 97 SF 8' NORTH OF ISLAND , 12-23 10 14 ' WEST OF PACIFIC HIGHWAY 2 7 .6 125 .5 116 .6 99 SF 41 SOUTH OF ISLAND , 12-23 11 12 ' WEST- OF PACIFIC HIGHWAY 2 8 .0 124 .0 114 .8 97 Remarks: LITY nP TIGAIRU I E8ER CQRQQP — — SEE ATTACHED MAP FOR REFERENCES TO TEST LOCATIONS . Tested by _ 7 - 70L1 rI?LMBH _ __ --_-- __ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorizAtion from this office. ..LJ- s Constructiort Inspectiott & Related Tests Carlson Testing, Inc. P.O.Box 23814 J()t I NO Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX N 684-0954 CSL WEBER GROUP Client - -- ---- -- HOT—N—NOW RESTAURANT Project —1329-, SW PACIFIC H14Y TTGARD OR Soil DescriptionFRt1M_ T 153ARD SAND $ GRAVEL -- Max.Dry Density lbs./cu.ft. Optimum Moisture_15 4 % Method of Test AASHTO T-99 Serial N 2n(,77 NUr 1440 ELEV. LIFT FIELD IN-PLACE DENSITY % DATE OF TEST TEST LOCATION MOISTURE LBS./CU,FT. TEST N0. FT. N0. % WET DRY COMPAC7,01N W BC RETEST OF TEST #4 11-12 4A 150' NORTH OF CENTER LINE OF S .W. PARK FG 16 .3 132 .0 113 .5 96 11-12 8C AT PARK STRL=--T ISLAND , EAST SIDE_ FG 3 .4 116 .7 112 .9 95 i Remarks: ter : rTTY nF TTGARF) Tested by R a'rnpl�lna iMRH_—_-___--_-__- CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Comstruction Inspection&Related Tests Carlson Testing, Inc. cP-t�9s3 ,JOB NO. r_I� t -,�+` F.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX a 684-0954 BL WEBER GROUP Client HOT-N-NOW RESIAURANT Project 13995 SI.I 12ArTFTt' HLIY TIGARD QIR Soil Description i/4 "—O ROCK FROM KARRAN RnCK _ — - - _ _-- ••— --._ Max. Dry Density 124 -�_lbs./Cu.ft. Optimum Moisture 13 -S % Method of Test AASHL] L.L-�2.— Serial N �r(-,77 P!Ur ?440 DATE OF TEST ELEV. LIST MOISTURE FIIN(LOS./CU.N!TY % TEST NO. TEST LOCATION FT. NO. nDRY COMPACTION 13(- 10-07 C10-07 1 PARKING AREA GRAD 131? .0 131 .3 100+ BIC 10-07 2 PARKING AREAGRArit 0 133 .7 127 .3 100+ Br_ 10-07 3 PARKING AREA GRAD 5 .5 lj3 .01 126 . 1 100+ BC 10-07 4 PARKING AREA GRAD 5 .2 140 .3 133 .4 100+ Remarks: cc: CITY OF- T I GApn _. --- --- - ----- - Tested by S I FArH/MRH_ _-- CARLSON TESTING INC. Information contained herein is not to be reproduced, except in faii, without prior authorization from this office. �pSIN vTUALATIN VALLEY FIRE & RESCUE AND i ~ ` BEAVERTON FIRE DEPARTMENT _ FIRE MAN.5IiALS OFFICE (503) 526-2469 POSTED: OCCUPANT _ o �V - CONTRACTOR 1 ,(,f e Prfj6- f{Q V r,_ BLDG. PERMIT 0 PROJECT NAME PLAN REVIEW It _ LOCATION ,3 7�/Y '5w-W JURISDICTION: 1= Be. l= Du. 3= I .C. (I `T 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER r rNAL SPECIAL `` J FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ElFraming Separation Walls ❑ Sprinkler System 11 Shaft nl Fire Dampers (Overhead/Underground) u Alarm System El Hood Extng Systems Confere:-.:e 1-1 Spray Booth El Ceiling Cover Other .01 I i Date: �� Inspector: d(4, CITY OF T I GARD CERTIFICATE OCCUPANOF CY COMMUNITY DEVELOPMENT DEPARTMENT PERM IT +t. . . . . . .. . BUP9,: 13125 SW Hall Blvd.Tigard,Oregon 97223@8199 (503)039-4171 DATE ISSUED9 10/26/'93 131 5 PARCEL- o'--S102CB- SITE ADORLSS. . . 9 `.;W F"ACIFIC HWY SUBDIVISION. . . . I ZONINGeC---G . . . . . . . . . . .. LOT. . . . . . . . . . . . . I cu.pscs ur WORK. :NEW TYPE OF USE. . . ZCOM OCCUPANCY ORP. I BE )r-'(,',UPF4NCY LOAD94 � LINAN I . . :1401 1\1 NOW i'-Iewirks: 17.unstruct fridtri for mudt.ilvir b1cig fc)%- dble drive, thru 'Fatit food slov'e- Ownerl I ILANN I NG DESIGN (-:')POUVI I i S. E. *27TH AVLNUE ;,FJPTL.(4NI) OR 9'72'14 holip? 01 P-36 -6000 n tit r'.-Act 0 r- I IF' t!IF'P GROUP 6(31:', �-')„ WEBER DR oDjjil.-Lj1 AZ 85E,:i6-441c' ,hone #c ,I(- r.'1jparjt-y of the above referenred bUl Iciing is hpreby given, arid rert i t'i et. t,p fi,.ompl iatice with the Statim Of Ov-egon '33pec: ialty Codes for the group, (:I)pancy, and use i-incipi- which the v,-"fev-pncpd per-mit was kssllecl- F1 PARTME1. 116. - . 'G INS il —7 71 BU I L r, POST IN coN,,'3pj.CU0UG PLACE TUALATIN VALLEY FIRE & RESCUE __� �i�►.e ANI) BEAVE_RTON FIRE IMPARTMENT _ FIR, MARSHALS OFFICE 4 RE (503) 526-2469 POSTED: OCCITANT 0 r /v Nle �I CONTRACTOR `�y��Jr:�`s,9r•� �1,�-1 y BLDG. PERMIT (6 PROJECT NAME +� PLAN REVIEW 0 p LOCATION _1_� °� ! JURISDICTION: 1= Be. 2= Du, 3= K.0(14-_Ti) 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINALSPECIA FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overheadlllnderground) ❑ Alarm System (Hood' Extttg Systems ❑ Conf-rence El Spray Booth 1:1Ceiling Cover Other LZ ---------------- - - Date: �: Inspector. INSPECTION NOTICE City of Tigard Building Department 13125 RN Ball Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 BuEiness Phone: 639-4171 section: — --— Footing Plbg. Underslab Mach. Rough--in Appc/Sdwlk Found. Plbq. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Ream Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor- Water Line Gyp. Bd. --Mach. Date Recp:eeted:___ _— Time: AM PM qq _ i q Addrees: 137- /S' —/`-LC r/r� Permit #:IJ 02 /y3-G� Su i l de r•--------__-- -- -- —� THE FOI.IkMING CORRECT"ON3 ARE REQUIRED: Inspectnrf Date: APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE. Call For Reinsp. City of Tigard Building Departmmwt. 13125 RN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phones 6//39-4175 Business Phones 639-4171 Yns oils, Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out --Ga Lina_-� PIMALs Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. Data Requastads 1 - -1 5 Times _ A PN Permit is Z� Builder: TBE FOLLOWING CORRECTIONS ARE REQUIRED, C-7 f, I - - Isupactor:` ._ —�— _—_- Datas1 ' l APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Cell For Relnsp. INSPECTION NOTICE City of Tigard Building Departan-• _ 13145 SW Ball Blvd. Tigard, Oreg- �!23 - Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:—_ Footing Plbg. Underslab Mech. Rough-i.n Appr/Sdwlk Pound. Plbg. Top Out Gan Line FINALr Poet/Beam Struct. San. Sewer 1 Framing -Bldg. Post/Ream Mech. Rain Dra,n Insulation -Plumb. Plbg. Underf.lonr Water bine Gyp. Bd. -Me(-h. Date Reguested: _�L f- _—Time: ___AM _�_PM Address:_ � � %_/.y Permit #t^--.- Builders -2 I C7 TRE FOLUMINO CORRECTION8 ARE RZWIRED: 7-�C�-�IPRi _- �-h�? ����'-tet/ d��C%�� ,� ��5��•- TJX Inspector: Date: APPROVED DISAPPROVED APPROVED SUFJECT TO %ROVE Call For Reinap. CITY CSF SEWER TIGARD PE RM 17CONNEC71ON PERMIT #. " * * * . . SWR93-1214e. COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED. 09/07/9�� 13125 SW Hall Blvd.Tigard,Oregon 97223&8199 (503)639-4171 PARCEL: PS102CB-01.9111121 '--�JBDIVISION. . . . ZONING: C—G . . . . . . . . . . . . . . . . . . . . . . ----------------- ......... r[INANT NAMI:-:.. . . . . :TACO BELL 0'3P NO. . . . . . . . . . . FIXTURE UNI'TG. . . - (-,L-CiSS OF WORVN. . . -NEW DWELL I NG UN I T'S. . -. 1, TYPE OF USE. . . . . :COM 1\10. OF BUILDINGS- 1 IN rf)1-1,- TYPE . . . -B U'3 W R IMIDERV SURFACL'.. . f Remai-ks: Connect to canitat-y sewer- DU credit allowed for demolished set-viae !it at ion. Dw n e r,- —-- .. - - .0- -0- FEES TACO BELL. t y r1 s, 817101-tr.t by date )-'ecpt 13L295 SW PACIFIC HWY PIRMr $ 0. 1710 JH 09/07/93 -- 71GARD OR 97a24 Phone #: cuiNrrRACTOR NOT ON r- IL.E Tie 0. 0111 r0l-AL. REUUIRED I NSPECT IONS This Applicant agrees to comply with all the rules and regulati,;ns Sewer Inspection of the Unified Sewage Agency. The permit expires 180 days from the date issued. The total amount paid will, be forfeited if the permit ex"pires. The Agency does not guarantee the accuracy of the side sewer laterals. if the sewer is not located at the measurepent given, the irstaller shall prospect 3 feet in all directions from the distance given. If not so licated, the installer shall putTtase a 'Tap and Side Sewer" Permit and the Agency will install a 1.aterai. F e 1 ;n t L P f. G,i g n a t 1-1 ir,e - d Dy: _ 7 —C."'*a,-1,-,I—,-,f,o--:,----i-"n—s-,p,--e*—c-t—i--o*—n,* .6-2-,*9,----4--,1--7--5------— CITY OF T I CARD CONki - -PERMI, ON T . COMMUNITY DEVELOPMENT DEPARTMENT PE RM I T #. . . . . . . 5WR93­040, 13125 SW Hall Blvd.Tigard,Oregon 9722398199 (503)639-4171 /-3� 1� PARCEL: 2S102C5-01901_71 1.&4") 15W Plf-'4L 1; IN, IDDIVISION. ZONING: C--G _NPNT NAME. . . . . :110T & NOW .)f-1 NO. . . . . . . . . . : FIXTURE UNITS. . . . _05-.i OF- WORK. . . :NEW DWE I-L I NG UN I T S. I Y1-1*_ OF USE:. . . . . :CUM NO. OF' BUILDINGS: 1 L 1_ T Y P.t`_.. BLJ5WR IMM-"L- SURF (-)CE.. s f -�iriear-ks - Corinect modf.riar- bid.q to sar)itetv-V sewpt- DU credit for- demolished -Vic-.e stottion. F EES type Lmol-int b y date V-erpt W P A C I F TC 1-1 W Y 1*-,RIY17* 121. 101 J H 09/07/93 r�-.;PRD OR 97224 1-�)NTROCTOP NO'T ON FILL S 0. Olt) TOTAL 1'1 PC REPUIRED Th;S Applicant agrees to comply with all the rules and regulations Sewet• Inspec2tion of tip Linifiet sewage Agency. The permit expires IN days from the date issued. The totai amount paid will he forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals, If the sewer is not locates at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tan and Side Sewer" Permit and the Agency will install a late-a!, ! ,or-rnittee i :i e d S y Ca I I foo J-T)Fipectioyi 11.39 175 CIrf OF TIG,ARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd,Tigard,Oregon 9722308199 (503)639-4171 PLUMBING PERMIT PER111T #t. . . . . . . : PLM91.-011) DATE ISSUED: 09/07/93 PFIRCEL: 2GI0121CP 1-11 ADDRESS. . . SW r--'r4CIFIC HWY UDD I V I ST ON. . . . ZONING: C--6 . . . . . . . . . .. L)i Wom". NEW G(-iRDAC.:)E D1S1'05ALS,. » 11OBILE HOME SPACES. c OF JBE. . . . ..COM WASHING MACH. . . . . . » : BACKFLOW PREVNTRq. . L Ij I -jr4-'l1N1CY GRP. . "B2 f-1-00P, DRAINS. . . . . . . .I I TRAPS. . . . . . . I-,T(.)RIES. . . . . . . . WATER HEATERS 3. . . . . . : CATCH BASINS. . . . . . . I X-- UrRES.- LAUNDRY TRAY'S. . . . . . . SF RAIN DRAINS. . . . . Nt:S. . . . . . . . . . . URINALS GREASE TRAPS. . . . . . . OTHER '", : , , , : (')V(-4TORIEG. . . . . .. IXI RES. . . . . 'rULA/SHOWERS. . . . .. SEWER LINE (f+: ) . . . . CT I R Ct...O�3E'rs,. . WATER LINE ( ft ) . . . . - 110 HWASHERS. . . . RAIN DRAIN (ft ) . . . . : (--0T1Stt-UCt fTldtri for- modl.tlav^ bldg for dtfl.e (Jr-ive ttir-i-i fs-.kst f(jud stol'e. :neT" FEES !(J,4 N 0 14 y P e a in u 1.l ri t Icy date r»ecpt ACIFIC HWY PRMT $ 50. VA lzi JH 09/07/93 — PL.CK $ 12. :5O JH O9.107/93 — 1(-1 R J) (JP 97223 5PL $ 2. 5121 J14 0') 07/93 -- SERVICE 1 '-419 N. JANTZEN #143 it r(_NNU OR 97217 286 -2930 6S. 12.40 TOTAL !j71 11 REUUIRED IN(bPECTIONS -Thii pewit is issued subject to the regulations contained in the Water Line Insp Tl;s,,d Municipal Code, State of tire. Specialty Codes and all other RF'/Backflow Prev applicable laws. All work will be done in accord,nce with F inal Ins pert j an app-oved plans. This peroit will expire if work is not started ........... within 180 da,,s of issuance, or if work is suspended for core than 180 days. r'i Lttel? Signa-ti-it-e - TA .......... C,-.Al I -fc)v, inspection 6,39 -4175 CITY 01. TIGARD RECEIPT OF PAYMENT RECEIPT NO. 93-243958 CHECK AMOUNT : 65. 00 NAME THE B. L.. WEBER GROUP, CASH AMOUN f c 0. 00 :ADDRESS 16825 So WESER DR PAYMENT Dn'rF : 09/07/93 SUBDIVISION CHANDLER, AZ 65226-- 1 jPURP-oSF* OF PAYMENT AMOUNT PA I PURPOSE OF PAYMENT AMOUNT PAID JPLUMBING PERM 50. 00 PLAN CHECK FE 1 50 BUILD PER 50 WOT & NOW 113c:99 SW PACIFIC HWY AMOUNT PAID 65. 00 Construction Inspection & Related Tests Carlson Testing, Inc. CP-8953 P.O. Box 23814 JOB NO. Au0 Tigard,Oregon 972.81 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX a 684-0954 BL WEBER GROUP Client - - - 110T- JJ t`,A RESTAURANT Project I , ) P4,; Soil Description /d"-n c'r 1FrT gnt ERnM T_TGARD SAND R,_G ;i1/Fi -- Max.D.y Density 1 1 F; 7 _- lbs./CLI.it Optimum Moisture __1` 4 % Method of Test AASHTII T - '� Se�ial It �nF 77 NI JC '1440 -- DATE Of TEST _ ELEV. LIFT FIELD IN-PLACE DENSIT/ % TEST LOCATION MOISTURE des ecu.Fr. TEST N0. _- FT. N0. a WET 'DRY vOMPAC110N 5 F —� -27 1 NORTHEAST CORNER OF PROPERTY LRACK.F I LL. -2 .W' 1_; . 128 .2 113 .5 96 9 08-271 2 NORTHEAST CORNER OF PROPERTY BACKFILL -2 .5 ' 114 .3 1.31 .3 114 .7 97 SF NORTH AST CORNER OF PROPERTY -1 .5 18 .4 1'44 .4 112 .41 96 i Remarks: cc, C T T Y OF 11 r ARD Tested by ___ c__ i.Ft /NRW CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. It4pn_rIoN NOTICE city or Tigard Buildtag Department 13125 sw Ball Blvd_ Tigard, Oregon 97223 inspection Lina (Rec-O-Phone): 639-4175 Business Phones 639-4171 Inspection:__ �7ootisg� Plbq. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top out Gas Lina FINAL: Post/Beam Struct. Ban. Sewer Framing -Bldg. Poet/Beam Mach. Rain rrain Insulation -plumij. Plbg. Underfloor Maf.er Lille gyp. Rd. -Mach. _orf Data Aaquaeterd:_ Z 7 1 Time: _ AM PM f Address s w�L � •li �[ (�)y� ( I�� /`1 &ku"Permiit f Builders_�_� THE FOLLOWING CORRECTIONS ARE REQUIRED: C� Inspectors _APPROVED — DISAPPROVED APPROVED SUBJECT TO ABOVE __—___Call For Relnsp. Hu.arralowi GFV7?.'r. Mr-114 S1 6H 9%471;? 0i I ir A (,Vitt) OF T4fil• ) t texe 'se 12 IP Ua it .77 4d 4 A INBPBt`TION NOTICE City of Tigard Building Department 13125 SR Ball Alvd. Tigard, Oregon 97223 Inspection Line (Rec-o-^horel, e 639-4175 Business Phone: 639-4171 Inspection:_� k/ooting Plbg. Underelab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gen Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Koch. Date Requestnd: � _ Time: _AM _PH Ii Address: x-717i -' I / Permit f:__ Builder: I .9- THE TBE FOLLOWING CORRECTIONS ARE iUQUIRED: Inepector:­ Data: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call ►or Reinsp. CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13126 SW Hall Blvd.Tigard,Orpon 07223.6100 (503)630-4171 CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125:".V Hmll Blvd.1 Ipard,Oregon 972234199 (503)E3D-4171 MADISON jogMo.�Z— "�.r.C...._ "�tNaniRn4 ^'� LOS ANGELES, PHOENIX, TULSA, ATLANTA INT or VATR 1 1 rc� �IC�T, iU Now n o �v onc�irYuN - (o V O�. �CF75�1��YL�'�- c m m pry ���� ►2 oar �- S 2�7 �� - 'Z7 00 NEr 00 �2 V i ,412. 31 . OQ X032 � �I.�J� UUrtsiV� tL_ �2. w� MADISON JOB "0, Az ENGINEER LOS ANGELES, PHOENIX, TULSA, ATLANTA IHT S 01 wow y DAYS 571 FOR 1 �l l�o W esu.Y P G.CRIPT 10 P4 (/ r8 MOD R -�u►�._ Hll .1' _ .._ ��.�•'r� o r- U�E C�(�t�{ �--'6.1�2.GY r4 t.,Gs. (N 5 V<✓►4'7'c t� r F.1 is V��S . 5 �3` C- ie. 2 . Z"7 R(5,q'D U VA L06 VJw �_ . ZO Uo lJ o F 1i UC7 N_ . 05 • ekit (2�� + , 002 Aq Ate- A �2 � �� ' � � = • r�� �� bTu 14 OPT w 1-4 A T ����5 Q- - �1 � � r w `S 1, -t Q � f-0 J. 1-0-0 E' PrE A'7' l.u�.s � U ��v �r, �-� VU ►� �ow� c� �1J €. Vwtt- �IL�Kq 5b22541 i C3 CITY OF TIGARD OREGON November 9, 1992 Planning Design Group 122 SE 27th Avenue Portland, OR 97214 RE: Traffic Impact Fee for Hot N' Now/Taco Bell project Enclosed with this letter you will find a calculation sheet showing the computation- that has been performed to determine the amount of the 'P--affic Impact Fee (TIF) to be paid for the project noted above. In this case, the previous use generated more traffic than the use you propose. Consequently, there is no TIF clue for this project. Please note that you may appeal the discretionary decisions made in determining the appropriate category anti the amount of the fee based on that category. A notice of appeal must be received by the City Recorder no later than 3:30 p.m. on November 19, 1992. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. I.f. you have any questions, or if I can be of further service, please contact me at 639.4171 ext. 390. Sincer ly, C� Vi Goodwin Development Services Facilitator c: TIF file Building file 13125 SW Hall Blvd.,PO.Box 23397,Tigard,Oregon 97223 (503)639-4971 ---- ---- --- DATE: PLANS CHECK NO.: (.. /a z - PROJECT TITLE: 7A�Co �EGG ��NoTnl'�yo�.J COUNTYWIDE - TRAFFIC IMPACT FEE APPLICANT: WORKSHEET PeANN//uC-- �E.siG�v C►�P-Qu P ___ (FOR NON-SINGLE FAMILY`:1ST7S) MAILJNG ADDRESS: I.ZL se;-: P? Avg _ CITY/ZIP/PHONE: RATE PER WnAYD qlZlil 7_36-"VO L.AD CATEGORY _ TRIP TAX MAP NO.: RESIDENTIAL $146.00 ZS/ ZC4 1900 -D `ii4�c',S AND COMMER IA $37.00 SITUS NO.ADDRESS: Sff1_GE___—_._ _1134. s ACIAid �u _ 1JVDUS7RIAL _ 141.00 INSTITUTIONAL $60.00 PAYMENT METHOD: CASH/CHECK 'RL:DIT INSTITUTIONAL ONLY: BANCROFT PR:IMISSORY NOTEI LAND USE CATEGORY In SCHIPT1oN OF USE EKDAY AV(! TRIP FRA WEEKEND AVE TRIP RATE DEFER TO OCCUPAN Y EC 3 BASIS: WZ1ev /i uT W poSE'S -ro COW SY'QN['T A bjeluEr •/ Fs>AN'eAur OA) A S i T& o c c u P�.E c1 `i�2�r., ,�sc y I3 y A SF.ev e E STA T/ON fiwe CALCMATIONS: T'RIp TR'FPG��t.E�PAs'/ON X TiCrP RATE IN DOLLARS ^ T IF ( 0FbS,J uSE) (tVIFVIouS USIE ) .q&3*x loo) -- ( ti X too)'x ,4 37.00 = T/F PROJIECT TRIP GENERATION: �9G .3 Z/oo:l x 13'7.00 = !I RZ3G.90 1l4 T/F DNF riG.3 FEr:c _a ADDITIONAL NOTES: W` FOR ACCOUNTING PURPOSES ONLY: WIP G,FivEWI ZID1 = T•G.S.F. X oFcoeAM AuG voPoeAT,E -� X W EErLi'*l y R Le- T,e'PRA TE -S PREPARED BY: CC: WASHINGTON COUNTY TIF NOTEg")OK form of it) flute PrujW No. Q2-0326 PyScale S t of o /7 IVO CV Plan Chec-4 //-6C 132..95 5'W Acr;o,;,G l/wy wee. /g�cca��oc.�n 6 7- 9z - 0022 .1000 fr m, rvep- $1467, 50 -AeC 95.23 Ste, 54..-��gr9e 7.33 T /.• $ 06 (?.2- 0326 Va�Nta��on.• 941"000 4 ;ZIA Sri !P/. re✓ s �c„o� ,�/a►., clr�-c,� ,�=i.-� 97.061 $ s$.590 walc I/: t5O9.26 Opp/cal-y4� ) TSG/ � 5: $? 832 $ S8 S. 90 C 23SW Ilan Btvd. PLNCK/RECT #CITY OFTIGAARD rOno.u397 PERMIT N COMMUNITY DI_YELOPMENTDEPARTMENT Tigard.Oregon 971]3 (503)63 171 DATE ISSUED 3 9 Sw PAZ' hu"( ( ---- JOB ADDRESS: C c t'ti'F� I� <��r•1(7 £_ ( Ar' '4-" TAX MAP/LOT SUB: �--- LOT: _ LAND USE: VALUATION.3-A U OWNER / 1 SPECIAL NOIES NAME: 't r)-?F� �'� ' r�C'C, REISSUE OF: —�- --_. ADDRESS: LAST��-� �' '�' -.�a.v�zs� !J£.�rc�.l 'f'r�caf' LAST REISSUE: ------ 1 'Z Z- SL ZE:d Alms �flA-r( "b, '�%"7'L+OOO PLAIN/ PHONE: _ (�G G�Z` � SENSITIVE LAND: `V CONTRACTOR r"� APPROVALS REQUIRED S.-W ! NAME: ---4\'t_ 7 �' - D _ PLANNING: ADDRESS: _ ENGINEERING: FIRE DEPT: _ PHONE: _ OTHER: _I- Iv0 - CONTR. BOARD #: EXP DATE: ITEMS REQUIRED SUBCONTRACTORS: PLUMB: _ LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCH/ENGINEER CALCULATIONS: NAME: TRUSS DETAILS: ADDRESS: OTHER: PHONE: _ _ �AV PROPOSED CLOG. USE: I COMMENTS: `y.i,1� �i 't 001 t" C_ ,11/1 3 1't�7FJ v_Y1LLtJ + 1l dull laze�&44— J -_ �-- A LIC NT 8 GNATURE Received By: ,__ I)-- Date Received: PERMIT # ACCT a DESCRIPTION AMOUNT AMOUNT PD. CAL. DUE 10-432 00 Building Permit Fees ILL,XV,10-431 00 Plumbing Permit Fees _ 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5q) Building Plumbing _ Mechanical 10-433 00 Plans Check Fee �S7 3 ��' '� 'ZC7 Building Plumbing Mechanical zO 10-230 06 Fire �/ �'�� �z�- ) 30-202 00 Sewer Connection _ — 30-444 00 Sewer Inspection 2.5-448-02 Commercial TIF Fees _ r 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees _ 25-448-01 Residential Traffic Fees 25-448-05 Mass Tr4nsit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) 24-445-01 plater Quality (Fee in lieu of) _ 24-445-02 Water Quantity (Fee in lieu of) �3 TOTAL �,7 �1.S See SlT��-OC72z ��-' �Nr•►� ? I.•v. / �` lam//!/V U�/ / �J"/(/ J / ! ��.'I I / ( �J nm/3587F.WPF ._ �_l ,� - ____�_�.�.�____.____ � _ _.._.___ ...._.�..L..._--________._�-�_.�_ ��----- .__- __ , z � � . �� ________ --_--���.�_1_.___�1..�.�_�_Q._____-���_.,_��___..______._ ..._.__..____�_._,�_.._ J ��" ._ r tiHalles SW H, Blvd. PLNCK/RECT M CITY OF TIGARD PO Box 23397 PERMIT a COh1NtUNln'I)[:rE1.OPAtENT DEPARTMENT Tprd.Oregon 9TZ13 (507)63"171 DATE ISSUED JOB ADDRESS: IJZ9`? zl:�?C�C /�. TAX MAP/LOT SUB: _ LOT: _ LAND USE: VALUATION: SPECIAL NOTES NAME: OT REISSUE OF: _ ADDRESS: LAST REISSUE: - FLOOD PLAIN/ PHONE: SENSITIVE LAND: CONTRA TOR APPROVALSRE ULRED WE: PLANNING: ADDRESS: ENGINEERING: FIRE DEPT: PHONE: _ OTHER: CONTR. BOARD #: _ EXP DATE: - ITEMS REQUIRED SUBCONTRACTORS: PLUMB: — LIST/SUBCONTRACTORS: MECH: _ BUS TAX: ARCHIENGINEER CALCULATIONS: NAME: TRUSS DETAILS: _ I ADDRESS: GIHER. PHONE: i PROPOSED BLDG. USE: /7-1-E 0109K nNZY _ COMMENTS: -- — — APPLIOAW SiGNAIURE ' Received By: Date Received: _ PERMIT N ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees �(a.•S J /�. 0 _ 10-431 00 Plumbing Permit Fees _ 10-431 01 Mechanical Permit Fees _ 10-230 01 State Building Tax (5%) 7.33 —_7-0 Building Plumbing Mechanical 10-433 00 Plans Check Fee �x+� Building Plumbing Mechanical 10-230 06 Fire 30-202 00 Sewer Connection 30-443 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Packs System Dev Charge (PDC) 3I-450 00 Storm Drainage Syst Dev Chrg (SSDC) 24-445-01 Water Quality (Fee in lieu of) 24--445-02 Water Quantity (Fee in lieu of) — TOTAL .".�Y ,Ob_ 9•Db -"' nm/3587P.W1'f '1 �. 46 APPLICATION - STREET IMPROVEMENVEXCAVATION ChPY o: (NHIT -FILE ORDINANCE NO. 74-14 (YT'-L W)-iN (V T'-LOW)•(NSP. I (INSTRUCTIONS ON SEPARATE SHEET) (PINK)_OTHER AGENCY-bldg (BLUE)_APPLICANT W4"Jo. APPROVED 1) APPL;CATION NO.: C)'- NOT APPROVED Q CI7'1' Of'' TIGARD, OREGON FEC AMT.. S-_ 2,797.4--8��----'- PENDING FEE. PMT. Q CITY HALL. RECEIPV_'�n3'Z4x� 7PENDING SECURITYQ PUBLIC WORKSDEPAffTMENr BY .__ DATE- 9 -L_e-1 `� PENDING AGENCY ''OK" Q Application and Progress Record MAINTENANCE BOND M.. PENDING INFORMATION Ll FOR STREET IMPROVEMENT/EXCAVATION AS REO-_11HFD •_ ANNUAL :J PENDING VARIANCE EXPIR TIOVDAT - / PERMIT NO. .`'4' ��_... . DATE ISSUED: --�_ I-- 1 _- BY. _ (I I APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ STREFTIVIMPROVhILMS _ AS DESCRIBED HEREIN, IN FULL ACCO. 'DANCE WITH CITY REQUIREMENTS. "11a CAP Lr+a I{ C.or*r ) b AFPLICANT Plannnirx�/ )s1 n G oup 122 S.E. :.7th Portlanci, OR 141214 236-6000 J- i AMP ADDRUJIS _._. Cts--- PHONE CONTRACTOR_Wets" Group 16825 S. WebeV- Dr. Chandler Az. 85226--4412 ---NAME ADDRESS C1►Y PHONE PLANS BY _Kwq> Aasociates, Inc. 209 Kruse Park Bldg. Lake Oswego OR 97035 1635-6291 NAME ADDRESS y'. CITV PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 69;937.00 DOLLARS POR U (2) EXCAVATION DATA: ooa X sOFFIC ,! 7•a- - s _ 2, • STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INgTALLEED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY STREET P-KED Park Ave/P uific Highway I I - - INSPEC - R TION Q E ESTIMATED STREET OPENING DATE _�_ S ESTIMATED STREET CLOSING DATE: _ E —_- - D STREET ( 3) SECURITY NO. - �- 4 SECURITY AMT.: S 69,937.00 CLOSED SURETY CO.: r _'..' v�I l c Ia. ��s FINAL CERTIFIED CHECK - CASH U" NONDSG' INSPLC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1. All work shall (:Onform to the i City approved, and State approved, i I 1 I � puta isprove:nents p ar►srs-j; — ^and to City, and State, Standards and Specificaticma. Conditions of SDR 92-0018 t- S. W. PARK 52REIEr - -- C I am V. `1 1 ------ - - 3_Cost of streetlight upgrade ( I 1 I work area .� X n�ltr-ant/ I MITE: 13295 sw Pacifi I I perm,ttee is rr>rsponsible Hwy• theret it. (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAV JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. cu APPLICANTS SIGNATJRE. L Q L hA4 �=1' (�� BATE CITY OF TIGARD OREGON December 8, 1992 Larry Ritchey Permit Consulting Services 122 SB 27th Avenue Portland, OR 97214 Project: Hot n Now, 8UP 92-0326 13295 SW Pacific Highway Dear Hr. Ritchey: The plans for this project were reviewed for conformity with applicable codes, and are conditionally approved. The Oregon Building codes Agoncy registration seals will be 'inspected when the units arrive on site. The connection to utilities and the installation of the new grease trap will be subject to additional pre.nits. A separate permit is required for the sitework and has been prepared based on the plans and specifications submitted. We have adjusted the valuation faL the project downward to reflect the use of a prefabricated structure. The fees w'.1.1 be as shown on the enclosed work sheet. You may obtain the building permit for the project at your convenience. A list of required inspections is printed on the permit, as is the telephone number to call for inspections. If you have questions, or if we may be of assistance, please contuct us. Sincerely, 4im Jaqu¢ lam" Plane Fximm or FAX (503684-729'1 13125 SW Nall Blvd., Tigard, OR 97 223 (503) 639-4171 TDD (503) 684-2772 ------ - - -- - CITY OF' TIGARD RECEIPT OF PAYMENT RECEIPT NO. :93--242878 CHErK AMOUNT s 4088. 90 AME DPt! INC CASH AMOUNT a 0. 00 DDRFSS a 122 SE 27TH PAYMENT DATE s 08/03/93 SUBD I V I S I ON PORTLAND, OR 9 14 1URPOSE, OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID UTLDING PERM 242. 50 BUILDT'i PEPM 146. 50 T. BUILD PER 12. 13 ST. BU) D PEER 7. 33 ,LAN CHECK FE 95. 23 PLAN CHECK FE 15'7. 63 UAL_FIT IN VALL 97. 00 PLAN CHECK FE --362. *70 UALATIN VAt L —223. Po PUBLIC IMPROV 2797. 48 ,,I.JST(.-,MER DEPO 839. 00 1120 QUALITY FACILITY FEE 0.80. 00 01 & NOW 13,":19 SW PACIFIC HWY 'OTAL. AMOUNT PAID 41718 8. 9 0 W W Z m l?- .O 0 O u 9 LL I ` W Z a J o i i W 0 Y \ 11 1---1 '- W W W 1f11/1 � L W F- ~ ~ O Q � 10 � p N O O O n ZZ < w" J S ^ J b;� U. q CC a a►, J a I- �- t 3 i o w -� �4� Z Mb C! — _ V Q (' 0: co m F— J Cd N Y S z• Z Y (Y ayy L II d a ` L Z w LD �3 C Z O G V tl " M 4 U 30 i, o �• `vl 1i ILli Hrt tj O LL, ) -1}- Ln Lj a <) vwW z Q t w { U �JLU 20 to w�> ��w iz <a' a b �za a� Q Jay Zia Z 12z l� t U):)U):) ,�--- J LL 4 v v Q nae ' 4 =2w 0 t F iaJ d1 Z W v ALJ J �n °JZ� `�— i J - \ % F LL WNW- CL LL Lr W Q ►- o Q a 4. m x U ``' o g a a J Z •, u0- a u u W F LL! �:= $ J Y Z V K ` w G F. uJ w r d d ' w W go 11 N W W W a � C v; c U o J ly W > v ° ►7 t1 V :2 ON s r U p V rti. U z VI Z Y .t W °m ..�., U) 3 m 2 Z Z p<pV pC 4 ► m Y �MEE++ 0 0 u �� r �1 Z Z aO w v Z Vl z C H <Z ` .1 Q t o w r W -M z 1- .r O Y .. O O .G f+ u r 1 h C Z w v Y w ,� C Y u oQ u w O U O .r 0U. � .. u v F w +. w z ki Q 1 u . o a • W ` u V a w `•� v~i v0.i n e u A .. at O u d u n N ., it .,r Wi w 6 c p r a!O a, F W w Y Y J3 Md �Y M .+ii u r !r • 1-4 H ' Vl VI ' J Z J, J x a W W Q o� .3S �nI z g K, z ; J �� "►'� �� •rte w W; w w H-- Q Z 1 IU Cl- n LJ n LL m W 0 J p U 1 w V, w W L' U) o` z u. U_ • Q I � Z > o a w = 0 3 k !J LL L Z Lj Z c 2 O O a 7 V Z a m O V • U d = a m y N 4 4 in J 2 a Vo I j Z --- w m O V Z 0 a x h r ` v v z a > >c l/1 = CLQ o WLLJ N � 4ud� aot-d 41 ?g a �OVS ~ 20WI-aW OJa X Jq Z o . o W D - 2 2 0 u 0 � Z � w Q 41 Zd �_ ? � a 0 (Z CL Q z �„ co LJ ii �- ;F O Z Z a Z O J V N O O Z Z W Oa VO L v aw Z Q � W = 5do a W 0 g `^w od V4 z cr n nJ w J Q �� Z Z _ Q a 0 1 J p L.L. ac, Z Q M- C O CO Z LLJ y O Z ~ W V IJ `^ (x ~ OV W �' W Z J LL ? l/7 J a O w--j W a J Z O a to �a Q- mw L, 0 _ �'- W 0 Z r O W L'' CL LU �» N Z v y V S 9 W a a J � o o ,�• > i � G � W L w lu I I o T E.I J a r 41I i V, rL z cr a o [a �w I I Z Z N Q " v vt rjZ Q a cc W Zp ¢ •� J I s ......... • V'�. -.� ...,,,I t7 Z O N -• m I I M Z el' I -` Z LD c� - — 0O a 6a. m • W�'. \\CJI dc- a > z o� - a wz ill 1111-rit.) zX '- _ 3 XXX `- .�15 ANGLES = ' I� UNSPECIFIED RADII = .015 R 6f9" r -- 313" RUBBER BUMPER Installamon SIFT SCREW NOTE. See budding plans for proper locaoon Do not blocx view of menu hoard. F'�iGHT ADJUSTMENT 1 Set upngnt Into concrete toonnq LL!-LAR as shown ALLOW CONCRETE TO CURE. 2. Assemble swng arm to upngnt as shown 3. AoNst swng arm nelgnt with amustment caiar — 3"STD. PIPE 4 With swing arm costicnea over 910. driveway,tlgnten set screw firmly. (DO NOT OVER 9 TIGHTEN). 5. Clean aria toucn•uo sign 6. Remove craurg from fob site mmeozety T. c O P`r MAY VAP,--y' AAproxlmate Area FOU N C),-,-T t ON t6sq. t WINC) IDEP-t•H DIA C�NL . Approximate Weight �- D _ 230 lbs. m P;F 3'9• t'p" 1 APPROX.A" 50 P,5F 1' 9" GRADE---- CURE i • LN 3.000 PSF CONCRETE FOOTING 'N & F1JD'NDEu�-H 'G III . T-1 to, - •' n/ INSTN & FNUN l'itic l Com-/ )Ck ENG'G # 3a� c� PROPERTY OF PLASTI-LINE, INC. NOT TO BE DUPLICATED. LTTR ECN - _DATE APP L LTTR ECN _DATE APP'L 1B _ 3-71 -7 22 -92 A 3 -7 DGGNR:_ _ DATE; CHK 'D BY: DATE: I%Ibp; DESCRIPTION: PL ASTI-L INE, INC. DWG.BY: _ DATE: 623 E. EMORY ROAD 1 C Q.11►JCE SIr�,N P.O. BOX 5J66 DWG.NO. SHEET KNOXVILLE.TN 37928-0066 .�, " �� 3 IF I J v � 6 = • � � ffJ 4 C o� I. i V f f WV b y « b G � � J ti � � � o s �- i � C b @■ a 4 a Z v a a _ WC2 w 1I I i o , iCL m N N " Ccz 0 O b � a U ' Q Nil. J it it 00 I z • p �1. 1. I N li _ J N � J Z NJ `0 U v � � SIGN PERMIT PERMIT #t SGN93-0059 DATE ISSUED.. . . : 05/05/93 EXPIRATION DATE: of)7/&f/ 9_3 PARCEL.... ... ..: 2S102CB-01900 ZONE.. . . . .. . .. .. C-G BUSINESS NAME..: HOT 'K' NOW SIGN LOCATION..: 13295 SW PACIFIC HWY APPLICANT/AGENT2 JAMES STEIN BUSINESS TAX NO: rrrs.rawrsrrrra:ra-------------------w:rrrs--"-------- SIGN: ae.amrcnaaSIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WAIL, ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . .. .. : 10'X6.6'X2 TOTAL SIGN AREA. .. .. . t 140 sq.ft. WALLAREA. ...., . . . . .. . : eq.ft, WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 20 ft. PROJECTION FROM WALL.t in. ILLUMINATION. . . . . . . . .: INT DESCRIPTION OF SIGN: PERMANENT FREESTANDING SIGN. 10' X 6.6' X 2 140 SQ.FT MATERIALS. ... . . . . . . . .. STEEL/PLEX EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIPED. .: YES ADMINISTRATIVE EXCH.PTIONS. : N/A PERMIT FEE: $ 35.00 APPROVED BY: DATE: 05/05/93 i Si 6n� i o Permit CITY OF TIGM) SIGN PER MEET APPLICAMON The applicant hereby applies far a permit for the work indir-ated or as shorn in the aLxxmipanying plans and specifications. � -- SIGN IDCATION AD JU?-13S: _N PAC W 7.CNING: C - C' NAK, OF BUSINESS: + Ai A)D W APPLIC1�Nr/AGFNr: ?l CrfJ COMPANY: �h� -S/ P1ME: 3 � The City of Tigard hgxises an annual Business Tax which mast be kept current on ali pexr,ons doing business in the City. Do you presently have a current business tax? _ Y ES ()4) NO ( )_ U.L. IZbel I �S�[PPu C� � —��n 25M PR3POSHM SIM (Ch(xdc as many as apply) Pa*waNr OcT FRU17 NDINO FRF.3qAY ( ) TEMPOPARY ( ) --WAILr- �s ELECTRONIC ( ) OrIIM ( ) B-111BOARD ( ) BALLOON ( ) SIGN DIMINNSIONS: ,6_1 EXPIRATION DATE: 701AL slur AREA (Sq. Ft.) 1 �\ ----- WALL AREA (Sq. Ft.) : _ WALL FACE: _ MGYr (Ft) = , ADT PMT=- ON MCC M L: _--- — ILi.IMINMO N: YE`, (A5) NO ( ) TYPE= OOPY: t{07" A) /JUS f X37 FOOQ MATMIAI S: .4fCEC: lL&d jp&-g _ — E KIMU rrG SIGM: . NZ46 ACMWISMATM 17CEMON: N/A ( i) APPIMM ( ) Haw MCH ARFA ( ) HEIG Hr ( ) ()GENTS: - PLANNING DEPARIMERr All sirjn permits mast be acarmpanied by a scale Permit Fee: 77•Sa 5- drawinx arra plot plan. If work authorized under Reoei tt No: a sign permit has not been capleted within ninety AApppq d days after the issuance of the permit, the pr xmi.t 3 shall becane null and void. Fd,IX.:Z4tICAL PERnT I CERTM THAT I AM THE QED O ER OF TETE RKXJIRED: YES NO ( ) PROPERTY OR AN AGENT ZED BY THE OWNER. BUILDING PEEL-T _ _ �_----- MQUIRED: YFS NO ( ) Applicants Signature cp/»'MU Address Cj7ofq Telephone N:\WDRD\CCMEU\ N WW y� pppN N i W J 1•/ M La W ¢ W o el \ 0 Q IL U w a a o..1 (• n N CL ~' Lr , u oa I r N H u H In o w .z-.In v u' Qr z Lr in H n iL L J N q 1• V iL r LL 9 � Ila uu a c bua >» UR Yi J 4� jai QQ Q rJ r C7 LI �.. .a i n .w- •e czi el 4 O = in O . o o w w o Lc N x r ( I �. u v r� z � o M C. O O "---- W O rz u z w < 1 s w < LI { yy V IJ J 2 O v -.1. 0 W J 1. .1 'i IN <j u M U t, N L H v _ m u 2 ►• 3a �o .+w a u r• H ou 4 O d a :io uh o L m o �;1. w u o "a dV tL N u w z .-1 n .4 H 10 Q O r+ ! W < 1y., J tl U HRO W .J p<�to ►4 U a a ~x V 1 FFr\�I no in 7 X ® lid a • J Z 111 Q uN Vic( c v go DO cr CL � 1 � Q Q - Z v no a gg8 � I J r ,� N ^ 1 ' MS NY ci V 0` =o � .1 a U I; � h 14 I_C�� F, mc:) o Olt �i N G.0 Z Z (aHjO 0 O LL � 10i•m.0 N o.,•.1 4 �4 q b w H a �Fj1 oar 0 .0 00 I.0 ro V N A 1�ya1 V '�' `.Q �l �ff �'�•� LL H YI �' b ,� p. #�•� m 9V .•1 �pm11 10a 4 f8 -. ro 14 C: mp Mmd m .IV Ne HM H W 9 ouum Q C� O Y1 n 0 w C „ �''•�s a�Q�fiQ.ra.•utE�\..).I �' CS I rCtll' riv, . i.1 (! �ayl1 u�'iO , •1 c�"►�4 ul QO� O N u uE�� U C- C1 41 U-1Hb ■ A h .. Mp,t0 WWI co aN u C C a ro 14 N u � OA !a �mCOWdteCC � EnVmj�a 1N 0m .4 ro iwZ � 0vU eo rN i �� pqNa(A�ayN? iC4 W Um .14 A n n Ojj i :A 0 fa j� �Cu L- N n� ro N m A f.1 u) 0O0( �,WyyN��I b..•-o�Am+ � .0Q nrdin 0) �2v ; � G � , �1 ta •� ,+444y�m+ roQr0x U J3.9 H 0 1w,W 6) �mv . ' - m 0 � � � O .'�C,yCa, •O�a N Ci ,a O ..a 0 O w , 0N 1vtlN N y W ;j 0 roC H N � Uyup ww� o00yU a �pQ �ab � y � w oc uA O F fa ro1nw In u C6 b. r�,,l� X: m 0 M mi, d0b1 .or1Cio .qy0. ,A " aaI > oRxCA0M 4 0 C M tor NtU uv14 w� �fp Nmu 11 n �v � uro� nQK-0+ rn ►UUa v aH l9� OOOOmO I m 0 I I I rj0r4 91 00 x UuuA13MO � Av, ¢wclwro H p4jij T v►�i �H x >+ r. � 5 O to 3' W p u i I rrl;;FiRi') FFA r I lF' r IIF r:'AYfaF"NT Rrc.E''ir,i- ti. :` y "'38696 CL•#l:.04. AMOUNT �?. 'i0 NAME s .�7 L r N �,i t,I'J CASH 1IMOUN1 0. 00 ,anE7FtE 50 s :;�)E31 r.;RC1Wl�i F�rl:(Pil 1.1,IY PAYME."N'r DATE 04/06/93 C',ORBETT, C R(— hLI13GIVISIfIN 97019— A.JRi: 0SF-: OF PAYMLNT' AMCIL)N r F='FJJ P f'1.iFtf'CI i OF- F'iT'�MF.N7 A"�IOLIN'r p(411) I C;tJ F'E RMI T F ':1 4y `;y 00 PLAN CHECK r, r'„ SU I I-.E) PRP 1. 25 LAND LISE Ar'L"L `3.°,-0P.60 jl,. 00 L 1'1NED LK'sF:: OPF''l 93-0061 00 IANC' USE APPI.. �IV7E.•r_' 10. 00 I..OND 1.1,50. ('PPI._ 9.3--t10f,3 1Q. 00 F'LF�N CHECK Fl-' ,w �: r. IiTJ I f_ T1 r'f ` iar..l l l_.Il I N6 Pf IVI '-50. 00 I s 1 I t�HE:CK#.y711Z1 Nr-)T F.: r WA1` Gl_IF: ri:l cir,ocr (:iv I i. PB I1...J. r'r i THF: t_AVIT THR'F:E F-T(.=il)RF'.y ORF IN (WOUNT. TOTAL_ AMOUNT P( T .) - ) 5r . 150 SIGN PERMIT PERMIT #: SGN93-0062 DATE ISSUED. . .. : 05/05/93 EXPIRATION DATE: 07/a/?-3 PARCET.. .. ..... .: 23102CB-01900 ZONE. . ... .. . . . .. C-G BUSINESS NAME. . t HOT 'N' NOW SIGN LOCATION. .t 13295 SW PACIFIC HWY APPLICANT/AGENT: JAMES STEIN BUSINESS TAX NO: =--ft---=--=-=.e--sx�aQuascm�r..—Hca=��.x SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHRR ( ) BILLBOARD ( ) BALLOON ( ) SIGN D'MENSIONS. . . . . . : 4' X 4' TOTAL SIGN ARRA. . . .. . : 16 sq.ft. WALT. AREA. .. . .. . . . . . . : 480 sq.ft. WALL FACE (DTRECT.T.ON) : W SIGN HEIGHT. . . . . . . . . . . 12 ft. i PR041PCTION FROM WALL.. : 8 1:z. ILLUMINATION.. ... . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 4' % 4' = 16 SQ.FT MATERIALS.. . . .. .. .. . .. STEEL/PLE.. EXISTING SIGNS... . . .. : 0 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. .: NO ADAINISTRATIVE EXCEPTIONS.: N/A f- PERMIT FEE: $ 10.00 APPROVED BY: DATE: 05/05/93 Permit No. `T.3-a-ad2_ y CTTY' �' '�l'ICA'ZD amw PER= AMA)CJ►'IZCN ` -Ta a&v kart ha'*Yy a;,;aJ s for a pernit for the work indicated or, ax d=m in t2w aCOCUPKWIM Ipi" $4 ic�ttiar� s= 100MCH ADOF=s: ` E zot m: A 4 MM OF mss: ,F T 1 APPLTC M/AGMU: � 03VANY: 7he tatty of Tigard iqxsw an arcual Busimm Tax u is h mit be kept currant cn all peramw doling Nr�inin the City. Do_yr,:r presently have current bmin� two YES err MMD ?S/ PROPOSED SIGN: (Chemo* as mvW as apply) x ( ) FREMxMa EL8=ROHrC ( ) SYGK DI IONS: � _ �� ?�4 _ EXPIRATICH DATE: TOTAL SIM AREA (Sq. Ft..): I MAM ARBA (Sq. MALL FAM k.LrST t I�t7E{T (Ft) - Pla0.TEX.T»0�1 'FROM ML; UUMMmN: YES *;,-) NO t ) TYM: 1 -- � i FJtC ''I'IM: N/A ( ) APPI► ( ) 7W M[k7i___,_�� AREA RMW Y.� All sign permits moat be aoc]ompanied by a scale 0 drawing tni plot plan. If work authorized urnier Rte_ a sign permit has not been c oopletedl within ninety z -_ days after the issuance of the pa mit, the permit. Dftw: „<_= _:�"!_Z _ shall become na]_1 and void. j E[.B=MC AL P' I UM rY qMT I AM ME RWOMM (MM Or 7HE RWJIR14as YES NO ( ? P WEMY OR AN AGENT At7IHMIZFD BY IM (MM, LV=IM PFA*Irr REWTRM: YF4 ( ) NO (1X) ApplicantT a Signatxme Addro:s g-�Q�af ---Telepho�ie ji N:\WtW\(X14 EV\ 1 I SIGN PERMIT PERMIT #: SGN93-0063 DATE ISSUED. . . . : 05/05/93 EXPIRATION DATE: 07/a5i?3 PARCEL. . . . . . . . . : 2S102CB-01900 'LONE. . . . . . . . . . . . C-G BUSINESS NAME. . : HOT 'N' NOW SIGN LOCATION. . : 13295 SW PACIFIC HWY APPLICANT/AGENT: JAMES STEIN BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( j FREEWAY ( ) TEMPORARY ( ) WA-L (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( 1 BALLOON ( ) SIGN DIMENSIONS. . . .. . . : 4' X 4' TOTAL SIGN AREA. . . . . . : 16 eq.ft. WALL AREA. . . . . . . . . . . . . 480 sq.ft. WALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . . : 12 ft. PROJECTION FROM WALL. : 8 in. ILLUMINATION. . .. . . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 4' X 4' - 16 SQ.FT MATERIALS. . . . . . . . . . . . : STEEI./PLEX EXISTING SIGNS. . . . . . . : 0 ELECTRICAL. PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 r l APPROVED BY: DATE: 05/05/ .3 Permit No. 173-.eo63 C11 Y OF TIGARD SIGN PERMIT APPLICA4'I'ICIN 916 :9pPlic w* hereby applies for a Permit for the wrrrlc indicated ar res shown in the mv-n9 Plans and SIGN IDCA!UCK ACJDt2E SS: C zcrrnr: NAME. OF BUS`1NCw: APPLICANT/AGENT: J� / � MWANY: S„1 G' PHONE: Mist City of Tigard inposes an animl Business Tax which must be kept ca=-ett on all perrscns doing business in the City. Do you rattly have a current business tax? YES err NO ( ) U.L. Label I Pt40POSED SIGN: (Ovick as many as apply) PIIRHANERr Q FRkESTAMING ( ) FREEWAY ( ) j TEMPCRARY ( ) MIL (*' EI,F)=RONIC ( ) OTHE Z ( ) BIIIBOAM ( ) BALWON ( ) SIGN DIMS IONS: _4l.ix-1/ __-_ WU AMON rAATE: TOML SIGN AREA (sq. Ft.): WALL AREA (Sq. Ft.) : ILyC 40 'WALL FACE: HEIGHT (Ft) : PRolJ=CN FROM WAIL: IIIItiINXTICK: YES J3_<y NO ( ) TYPE: ' AW6,6q*L� COPY: MATERLUS: TC- EXIMUM SIGNS: _ ACMINIOIRA IVE E{C EPrION: N/A ( ) APPFOM ( ) fm MUCII c +rrs: ALL L,(Xb� 3r-h ) ( ) _-- All sign permits imist be acormpanied by a scale Permit Fee= _ drawing aryl plot plan. If work authorized under fiat No= (�3 a sign permit has not been cx M1etted within ninety aft:Px the insua rip of the permit, the permit email Marie mill aryl void. F.[.EMICAL PF-R*" I CERTIFY 71 MT I AM 711E R1"DRDE D CANER OF THE RWITR - YES CK NO ( ) PROPWLY OP AN AGEW ATMfOPrZFD BY TW MffR. -0 BUILDING PmIrr RWUIRED: YES (� NO 1 Applicants Signature ?4- b __Coy cp/B1g44 U Adrl,-rg N:\WORD\OOMEV\ SIGN PERMIT PERMIT #: SGN93-0061 DATE ISSUED. . .. : 05/05/93 EXPIRATION DATE: O7/a/'93 PARCEL, . . . . . . . . : 2S102CB-•01900 ZONE. . . . . . . . . . . . C•-G BUSINESS NAME. . : HOT N* NCW SIGN LOCATION. .: 13295 SW PACIFIC HWY APPLICANT/AGENT: JAMES b*rT,N BUSINESS TAX NO: -s=aaa----xssz=s-to---c-----maarz-=az==nz.x.asszozr_r-cx;-a-a=z_.s xx�sz.-_ezm=—=-a-= SIGN: PERW*NENT (X) FREESTAN")ING { ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS... . . . : 18"Xll'X4X4 TOTAL SIGN AREA.. . .. . : 33 sq.ft. WALL AREA. . . . . . . . . .. .: 600 eq.ft. WALL FACE (DIPECTION): N SIGN HEIGHT. .... . . ,. . . 14 ft. PROJECTION FROM WALL. : 8 in. ILLUMINATION. . . . . . ... : INT DR7SCRTPTION OF SIGN: PERMPNENT WALL SIGN. 18" X 11' AND 4' X 4' 33 SQ.FT MATERIALS. .... . . . .. . . : STEEL/PLEX EXISTING SIGNS. . . . .. . : 0 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS.: N/A PERMIT FEE: $ 25.00 APPROVED BY: DATE: 05/05/93 Permit No. j*J cn'Y 017' TIGARD SIGN PE LOO AP'PMMIQ1 ,no applicant her jy applies for a permit f0m the wrrk indi ated Or as shown in the ;j-"-.rrPwYiM per. and im . SIGN LjOCATICK MESS: �_� AQ G HW 42i0[7ING: C_ C�- NAME OF BUSINESS: Har /l! D APPL.IC'ANr/AGENT: -5--Aa� SrCx� � � H IY: 1 , - 32-20 Ztm City of Tigard imposes an am , Business Tax which aunt be kept: aIrre tt, nn all petits doing business in thq City. Do you pr�es, t y have a an-rent bas9ness tax? iEs (-1VT NO ( ) U.L. LaWl if /y -7ED PROPOSED SIGN: (Check as mmW as apply) PEFr "�j !3MY ( ) TPMPMA-1 ( ) rte ( EIECMJNIC ( ; OTHER t ) BIUBOAM ( ) BAUDW ( ) SIGN DIKMSICKS: _ 1�3")Qll AMID /x4'(. EXPIRATION DAZE: TrJI,AL SIGN AREA (sq Ft.):�� - WALL ARM (Sq. Ft--) : WALT, 7WE: _ tlKrQff (Ft) : - p9rVE 1'ICN FRAM WALL: - TLJ141PTION: YES (ls) NO ( ) TYPE: --- ].ALS C MATER E XISIM SIGNS: AIPUMSTRATIVE E XC IP11UN: N j A ( ) APPMFED ( ) 110W MIKE I AREA ( ) MGM ( ) jAll sign permits n1st be acampanied by a scale drawing and plot plan. If work authorized utxlex � - a sign permit has not teen c mpl.eted within ninetl, days after the issu:+tx�e o1 the peimit, the permit —..5 -- shall berxitre troll and void. EIS'M AL PERMIT I C ERrM THAT I AM THE RECOMED C1W@ M OF THE R10J7RED: YES ( NO ( ) PROPEM OR AN PGEr?T AUTHORIZED BY THE OWNER. BUILDING PM4rr :, J P MQUIRED: YES ( ) NO Applicants Signature / Address 9701 1thlephot,e N:\WOM\(XMFV\ i 01/08/93 14:02 U9478431 PIASTI JAN .7 '93. 14: 1 7- w a NORTH —- ELEVATION EAST / ELEVATION � I SOUTH ELEVATION WEST ELEVATION _ -- NOTE: AREA OF WALL SIGNS NVT TO EXCEED 48 Sq. F{- PER SIDE. i --�� nn[ SIGN LOCATIONS =� HOT 'N NOW Pl.�nrI101e51g,n amemA D PACIFIC and PARK 7 JAN 93 j _ Group TIGARD, OREGON srue 3/31" = � _0�� 122 SE 27th r�ca,rr _ " �" P. .3 POF ANDREC+ION 97214 86-0040 -M Nine. D40SIGNS M—mw F�' (50) 232-2357 SIGN PERMIT PERMIT #t SGN93-0060 DATE ISSUED. ...: 05/05/93 EXPIRATION DATE. 07/6f/73, PARCEL.. .. . .. ..: 2S].02CB-01900 ZONE. ..... . . . .. : C-G BUSINESS NAME. . : HOT 'N' NOW SIGN LOCATION. . : 13295 SW PACYFIC HWY APPLICANT/AGENT: JAMES STEIN BUSINESS TAX NO: awswam-=--maaawmmwrwaaaawwar.asamn=__1e=aaraaasr:mmm:r:a::a=sa':maawwrwwrraaaraaa SIGNt PERMANENT (X) FFJMSTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS......: 18"X11'X4X4 TOTAL SIGN AREA......: 33 Bq.ft. WALL AREA... . . . . . ... .: 600 sq.ft. WALL FACE (DIRECTION) : SIGN HEIGHT.,. . .. .. . .. : 12 ft. PPJDJRCT ION FROM WALL.: 8 i n. ILLUMINATION. . . . . . . . .: INT DESCRIPTION OF SIGN- PERMANENT WALL SION. 18" X 11' AND 4' X 4' 33 SQ.FT MATERIALS.. .. . .... .. : STFEL/PLEX EXISTING SIGNS.. .....: 0 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED.. : NO ADMINISTRATIVE EXCEPTIONS. t N/A PERMIT FEE: $ 25.00 APPRO\ RY: _ DATE: 05/05/93 "�� �c«I �ACf Permit No. -;&N 93--'%21� CITY OF TIGARD SIGN PFRMIT APPLICATTON The applicant why applies for a permit for the work indicated or as shown in the acccapanying plans and speci.ficaticxm. /3 2—V- - r SIGN rnrATION AIX)RE,SS: 47269S 6W PAQPTC tut DON]M: NAME OF BUSINEZ: r1oT APPLICANT/AGENT': Sr �(IA) SrL�1 OCNIPANY: PI-i[INE: The City of Tigai-i irposes an annual Business Tax which =-st be kept curreat on all persons doing business in the City. DSD you presently have a current business tax' YES P_Vy- NO ) U.L. Label IFIL SIGN: (Check as many as apply) PERKANERr FREESTANDING ( ) FREEWAY ( ) TEvaRARY ( ) WAIL ELECTRONIC ( ) OTHER ( ) BIIZBC)ARD ( ) BALLOW ( ) SIGN DIMENSIONS: EXPIRATION DATE: 1VIAL SIGN AREA (Sq. Ft.) : - WALL AREA (Sq. Ft.) : 12 X '30 ---- WALL FACE: - --_�0" C - � (Ft) = _ ) ----- PF4an CTION FRCM WALL: 1 1114INATION: YF5 �) NO ( ) COPY: EA)_N'�'L� - ---- ---- -- — MATERIALS: -- EXI.ST'ING -IONS. -- ---- --- -- - ADMINISI.RATTVE EXCEPTION: N/A APPRUVED ( ) HOW MUCH $ AREA ( ) HEIGfr ( ) CCMMENIS: -- - - - -_ — -- -- INNING UEPAramFur- — All sign permits mist Le a=xrpanied by a scale permit Fee: 2.5 -- drawing and plot plan. If work authorized under Receipt-cNo _ a sign permit has not been c�let_ed within ninety A�_ve—i Bim_ _ days after the is-Anne of the permit, the permit Date: ,f- - _ shall become null and void. EIIVMTCAL PUMT I f'Pwny THAT I AM Tur Rl-knRDED OWNER OF THE RE17MED: YES NO ( ) M- )PFTny ORANN;Plrl' AUIlIOR]_'LFI) BY THE (YR4 2. BdTILD1TK PF.NIT 1 �, I T'"O,Lo- ---- RFJC)i11ItE1): YID'.', Applicant's Signature yPrU c( lc�c cp/E"PII?MF Address ��°l� Telephone N:\WCJRD\C-0K)EV\ 1 • JAN 7 '93. 14: 17 PAU .997 �rl�w NORTM+ ELEVATION i . i i . i To EMT ELEVATION 1 +� sw li n ELEVATION -TI VIEST ELEVATION NOTE: AREA OF WALL SIGNS NOT TO EXCEED 48 Sq Ft. PER SIDE. nnn SIGN LgC.ATIONS P`Ianr11o1g/Dign HUT 'N NOW ��, A --. PACIFIC and PARK NO, 7 JAN 9:M1 - - Group ���ka TIGARD, OREGON om 3 32 1'- � _ 122&F—Vth r�aurr oniw n P. SHOUN POM SND,ORE01pP'! 117214 d6-004p wwc: p40SIGNS mww(sw) St34•-M—_ F%v(60'1) _?1_ T,,.•»...- ,•...• — V-�.�om�-mR"P►'"°^.— iV,•yEC APPLICATION -- STREET IMPROVEMENT/EXCAVATION COPY TO: HITORDINANCE NO. 74-14 ('1"ELL )•FILE (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGFNC`bldg. (Bt-UE)-APPLICANT I APPROVED 19 APPLICATION NO. -� } i NOT APPROVED ❑ CI I'YOF HGARD, OREGON FEC AMT.: 9.—_3.00 PENDING FEE PMT. ❑ CI•IYIIALL RECE:°Tf4o, __13 - �h1.36 PENDING SECURITY Jk-- DA1-E._�1 l2" / +13 ❑ PUBLIC WORKS DEPARTMENT BY _ _ _ _ _ _ _ _ _ PENDING AGENCY "OK ❑ Applicatim and Progress Record MAINTENANCE BON U x r —r j SENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS HEOUII7FD ANNUAL PENDING VARIANCE n EXPIRATION DATE: L PERMIT NO. _1-.r DATE ISSUED: / -' BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL - AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Kleirnfelder, Inc. 10260 S.W. Greenberg Rd. Suite # 400 Portland, OR #293-8463 NAME ADDRESS CITY PHONE CONTRACTOR- Caacade Drilling P.O. Bux 1184 Woodenville, Wa. 96072 # ?206143.5--8908 NAME --k-00"IESS CITY PHONE PLANS BY see attached--- NAME --_-- - --_ADDR6�- CITE—��— PHONE E:STIMATLD IMPROVEMENT TOTAL VALUATION ( COST): $ 75'0 OOLI-ARS iDATA: Fog or FlcE USE: ININ. 2) EXCAVATION _ o.oa x STREET DESCRIPTION PROGRESS & INSPEI::TION STATUS ------ NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY _ TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY STREET OPENED Park Stceel INSPEC- R TION 1 _ U — FSTIMAT'ED STREET OPENING DATE: i / _ FS ESTIMATED STREET CLOSING GATE: E 7h.00 STREET 131 SECURITY NO. SECURITY AMT: $ "OSE I') SURETY CO.: .__ _ FINAL f.ERTICIFD+-H4UcK it_—_ CASH L] 801_0 r' INSPEC. --_ (1) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL —^� SPECIAL PROVISIONS/CONDITIONS: FVA'TURFS; EXCAVATION LOCATION AND EXTENT. I _ Hottfy Tnapectol: Getna Thmasa - hca. foL:e starting 1 I SI'Z'E: 13295 SW Paci-f;t- Hwy. 1 wnrI__ _ -` work area A11 work aMmUl.conform to Cit 1 ' ar ar TQC ons— ( - v Co. pre- <uR8 � - � _ _ �Y- .� .. ._ - �� _ _ �. _ _ - _ nd ifi atit\n. . l. _ i"r�,a , appl _ ^ _ 'I. Traffic control roust be provided S.W. PARK STREET c .or.. ---- -—-- INX. De CIO tp through traffic, at arry time. G. A herd surface patoi, is required 1 —_ at the enZ of each day. N (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON, i THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND i EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. / dlflIt iir 'cr�wj-i L d�/�- A PPL ICANTS SIGNATURE. � bATE \ J.. Ar C y V tis AC, s (' Y6 1200 ►^ 303 S 9 ° �;32 ya .29Ac. 000O 5.3 Ac. 0 N �� \ a B9° 50�57..* �I � �' �' 398A t -' 9' J 5it,7 9 5� 1 -A 0 i 1r iB9 4 209 3 1•'P° • J h py 1400 1300 Qr) ti'e c 33 1 DAs .46 Ac ` t, j,° qc V, 1J19 / \ r 0`G, ♦2ti \ S C H o Y L M2SA7 N 302 Ns I 13 'f b N nci 70l 70 589°40'E 1.02Ac. be / \ / •� ♦ory g' 1700 00 160 W 2Ac. 23Ac 30 Ac. / p° g P A R K n �'', ,♦ 8 = 1 - 1 4b (C 5 20662) AO i89° IDM / ', 198.7a 589043 1. =y 4 E 41 6 4F-KN 600 95� ----- I+ �--�R 527.96 1900 0 Y/ 1,6.0 q _ .27A c. +° 1805 1 �� ♦yoa 1.22Ac.1 I "' b y °♦ I I ,yb 348 376 31 ? N 69106'25"E —+— >,• L_ rN6413151 1-' N890 06'* 100 r S I 120 32 E . °q 1800yb y c ; .E7 Ac p Ol \ _ V a .� \b� �h�t• / 1 IS 41 GD s 1802 �J.E 1 � C.0�6, 0 1 e 60 ♦ O v ♦b♦ " yP / �� / v v � �♦�4 ♦`rpP ` 0c / /� •y JP 0 I �,� 51 7C 15 20 - 93 WED 9 5 S K _ E I NFELDER p . 04 KI KLiEINFELPEk Dale_. _.._--.— Weather _.._�__._ Hours___ Miles _._,__� Sheet -_ of Project Submitted-_ .__.. Submitted by Date Project Number�� �_.�� _ ___ Reviewed by Date i roc/115't D/J Np1� : r�,vrsNED- E- S�C9l.� � Y � �D✓vST/YIE'iVT Sf/i9LL 8E .�_ V11- pit�i�QeS E'X/�E'�/-SE� FO,P s.q.e y pvE- 70 FiJ7 tJTE 'os�s�t�, c,11.,9,414E /A/ EX/S77'v4 - A 77cAl OF E>e,,-5r1A14 eOVQ'15 7n,!�7. G i 7- SNgL L /c%T BE- I " _, I•I I I� I � � �.J �_� F. L l_ 1 f 1 1 1. L L L h' 1 ' �-� ' . OruteCtive cover pipe and locking Cap Vented cap Sur fa, -- - Surface Seal CXtende4 Sur face Sea I -�- to at least 30 Inches _ below Ianei Surface _ LnLQr thickne1. of each layer Annular Spac0• bent....._. I 3 feet I I I•1 I I I �II II I of prDnularDenton{to Bentonite F I I ter Dack Sea 2 fget of Sind clean fine Sand ~� Type of Sand uSE�U .xten(I riIter pack 2 feet - above top of screen - r WATER TABLE Well screen _ (ma)(ImUITI 10 ft) F I I ter pack ::•,. - W?1 I .screen_____ NOT tSC Closed bottom 1� e Figure l: Sample Monitoring Well Diagram MONITORING WELL STANDARDS 3 OCTOBER t, 1997 I • - I•I , I, _ t 1 1 I I 1 I I 1 It I 1•' � - ' VV LL ,S'E'CURITY I • r TC-240 LEAK RF,:iISTANT MANHOLES 8-K's Leak Resistant Manholes are used to provide traffic protection and help pro- tect against water infiltration for monitor ?{ TC-257 ', wells completed a1-grade.. TC `44 CAST MAN1;TOLES Model TC-240 utilizes a Buna-N "O" ring that Seals against the lid to increase leak For maximum strength .n severe environ- resistance. Three bolts on the lid assure MANHOLES n,ents.these Manholes feature a one-piece proper sealing against the"O"ring and dis- These Manholes provide traffic protection cast body that helps rcevent movement or courages tampering. for monitor wells completed at-grade,The crushing The lids seal against a gasket to Covers lift off to provide direct access to resist water penetration. The unique Model TC-246 employs a flat gasket he- thp well casing. An 19 gauge galvanized 'canning"action pulls the lid tight with a twec.n the ring and cover as a water resist- steel skirt provides Inside clearance and turn of the special wrench,Clearly marked ing seal. Two bolts hold the lid in place ally: s grout to be placed deep enough to "Monitoring Well"on lid. and discourage tampering. Clearly marked a` permanent installation. Clearly •"NSon,toring Well"on lid. Ta;:ed "Monitoring Well" on lid. Traf- fic rated. TC-251 2-7/8"I.D.,6"O.D..7"de_rp Manhole(leak resistant) TC-2.40 8").D.,9 5/8"O.D, 12"skin Shipping Weight: 9 Ibs Manhole(leak re ista.nt) 9-5/8"O.D„a-skin TC-253 6-1/4"I.D.,8-3/8"O.D.,8-1/2'• Shipping Weight 15 lbs Manhole(non-leak resistant) deep M.mhale(leak resistant) TC-241 Same as above,w/8"skirt Shipping Wolght: 20lb3 Shipping Weight• 18 lbs TC 4C 12"I.D.,13-38"O.D.,12"ski TC-U.sf 12"I.D.,13-3/8'O.D.,12"ski Manhole(leak resistant) Manhole(non-leak tr_+Lant) 7C•1S7 Manhole Covcr Wtcnch Shipping Weight: 27 lbs SAI ,r, j ht: 27 Its Shipping Wcighr. 2 lbs 'TC-247 Same as alrjy,w/H"sl;tt TC-102 2"Security Plug w1jr i, TC-1112 2"Security Plug w/lock '1 C•102 2"Security Plug wf,nck TC-104 4"Security Plu w/lock 1'G104 4"Security Plug w/lock TC-104 4"Security Plug&;lock TRAFFIC CONTROL GENERAL REQUIREMENTS 1 . The City' s standard specification for traffic control is "Manual on Uniform Traffic Control Devices for Streets and Highways", U. S . Department of Transportation, F .H.A. , 1988 Ed. 2 . TraJ.fic control shall be provided for, as illustrated, at all time during work prosecution . No work shall. be o -rmitted during the hours of darkness, nor between aar} ness to 8 : 30 a .m . , nor 4 : 30 p.m. to darkness . 3 . Traffic control devices, flagpersons (etc . ) shall be in place pr:-or to -nitiation of construction work and sriall, at all tines, be effectively maintained. 4 . Tr.e roadway shall not be closed to through traffic . The contractor shall notify emergency services (fire, police, enc . ) , School District, and Tri-Met 72 hours (minimum) prior to initiation of construction work . Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sigh at each end of the construction area 72 hours (minimum) before init .ation of construction wog;; � . The City Inspector shall be notified 24 hours prior to initiation of work (# 639-4171 ) . 6 . The work area shall be maintained in a clean condition, free from obstructions and hazards . Efrective erosion control measures shall be provided for . 7 . A temporary hard-surface patch shall be placf.d on all trenches with= .i the roadway at the end of each days work . 8 . Mini.num travel-lane width shall be twelve fee--- /* pedF:strian travel shall. also be provided ' or. 9 . The City reserves the right to restrict constructs �i; ac-:ivities during holidays and periods of high traffic level:). The City reserves the right to add to or modify the:.-,e rr,quir.ements as may be necessary to endeavor to more e _fect,_vely control traffic: and to assure public safety; such action shall not relieve the contractor of responsibility . dJ/engdoc\masters\tcgr.mst ROAD CONSMUC11ON T O AHEAD 1 GENERAL NOTES 10ol Mll TRAFFIC SIGNS TO BE 48" X 48" ONE LANE 0 BLACK ON ORANGE. ROAD AHEAD W20-A 100• 2. NO ROAD CLOSURES DURING THE Mµ FOLLOWING TIME PERIODS: St-C FLACCER MEAD Q MI=NTS W20-7A 100' WIN. 3, THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL FLAGCER I ON UNIFORM TRAFFIC CONTROL 100' I DEVICES FOR STREETS AND HIGHWAYS", U.S, DEPT. OF TRANSPORTATION, I"rl• ■ F.H,A., 1988 EDITION. e sv ° L— wr °— 7 4. ACTUAL SIGN PLACEMEI'T TO BE I ADJUSTED IN FIELD, DO NOT REDUCE Lzlz v BELOW MINIMUMS WITHOUT CITY m APPROVAL. o '00' WIN °a 1 5. THE CITY RESERVES THE RIGHT TO ADD TO FLAGCER I OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC N"'. SAFETY. O - FLAGGE-R AHEAD W20-7A LEGEND ur1. O ONE WIE G TRAFFIC SIGN ROAD AHEAD W20-4 CONSTRUCTION ZONE i eo' uN, o TRAFFIC CONES OR APPROPRIATE DELINEATION 0 AHE�ca+siRucnorl DEVICE. TRAFFIC CONTROL TYPICAL _DETAIL_ — DESIGN BY APPROVED BY DRAWN BY CAB CITY of TI G A R c� --------- - -- SC'IE DATE DRAWING NO. OREGON N.T.S. 4-6-92 INSFECTION NOTICE ��y�'7 City of Tigard Building Departawnt 13125 8N Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phune): 639-4175 Business Phone: 639-4171 Inspection: -_G�7� i Footing Plbg. Underslab Mec High-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Strurt. San. Sewer Framiav7 -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Wate- Line Gyp. Bd. -Mech. Date Requeetedc Time: ___X AM PN r _ Address: �� �' * it f: 2 /-) Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspect Date.--/ Date:_ ; PROVED _ DISAPPROVED - APPROVED SUBJECT TO ABOVE Ca'l For Reinsp. I' 12112/h 41 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRM; DEPARTMENT 4755 S.W. irriffith Drive • P.O. Box 4755 • Beaverton, OR 97076• (503) 526.2469• FAX 526-2538 November 17 , 1992 Mr. Peter Kappertz PDG Plan Design Group 127. S.E. 27th Portland, OR 977.14 Re: Hot N Now Restaurant 13295 SW Pacific Highway, Tiyard Dear Mr. Kappertz : I am in receipt of the Ansul Fire Suppression for the Hot N Now restaurant to be located on Pacific Highway and Park Street in Tigard. These plans appear to be approvable insofar as fire codes are concerned. However-, we do request that upon completion of the project a final inspection be conducted by this office with the installer at tte site. Please allow lead time so that we can have an inspector available upon your request. Thank you for your attention to this matter. Yours Sincer _ r, er Pa er e Ma shal C: 13.1792 . L BP:bjl cc: File cc: Tigard Brig. Dept. "O'nrkIng Smoke Detectors Save Lives OW111INTIVARD BUILDING PERMI PERMIT #. . . . . . . : BU P-0:1 5 C�T1fOF?IPrpRD COMMUNITY DEVELOPMENT DEPARTM NTS 1 oleo" DATE ISSUED: 11/16/92 19125 SW Hrl Blvd. P.O.Baa M97,T19",OrW0n 97229(66) f6 S I T'E ADDRESS. . . : 13235 SW PACIFIC HWY PARCEL: 2S102CB-01900 SUBDIVISIC'N. . . . : ZONING: C—G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . --------------- REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :DEM FIRST. . . . : sf Na S: Ea We TYPE OF USE. . . :COM SECOND. . . : sf PR0IECT OPENINGS?----------- TYPE OF CONST. :SN THIRD. . . . : sf Na So E: WN OCCUPANCY GRP. :B2 TOTAL-------: 0 r.f ROOF CONST: FIRE RET'? : OCCUPANCY LOAD r BASEMENT. : sf AREA SEP. RATED: STOR. a HT. : ft GARAGE. . . : sf OCCU SEP. RATED: BS1+1T?: MEZZ?s REQU SETBACKS--------- REQUIRED------------------ _. FLOOR LOAD. . . . : psf LEFTa ft RGHT : ft FIR SPKL: SMOK DET. . : DWELLING UNITS: FRNT: ft REARS ft FIR ALRM: HNDICP ACCs BEDRMS: BATHS: IMP SURF=ACE_: PRO CORR: PARKING: VALUE. $ . 0 Remarks: Demolish exisitng Commercial Building. All debris to be removed. (Jwn e r: ----------------------------------------------------•--- FEES ------------- HARRIS ENTPR. , INC. type amount by date recpt 1717 SW MADISON PRMT f 25. 00 PCR 11/16/92 SPCT $ 1. 25 BCR 11/16/92 - POTLAND OR 97205 Phone #: U o n t r act o r a ------•--------------- CONTRACTOR NOT ON FILE ------------------------------------ Phone #: f 26. 25 TOTAL Reg #. . ------- REQUIRED INSPECTIONS --- --This permit is issued subject to the regulations contained in the Pump/F i 1 l septic Tigard Municipal Code, State of Ore. Specialty Codes and all other Cap sewer line applicable laws. All work will �,e done in accordance with Final Inspection approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for more than 188 days. _ Permittee 1 u e d By • Call for inspection — 639-4175 13125 SW 11.111Wd. PI.NCK/RECT NCITY OF T IGARD 10 Box 23397 11ERMIT — COMMUNITY DEVELOPMENTDEPARTMENT T.prtOregon97M (502,,639-4111 DATE ISSUED JOB ADDRESS: -� �'-`� _ G �' _%�,,�� TAX MAP/LOT - i SUB: LOT: LAND USE: VALUATION: _.. OWNER �— SPECIAL NOTES NAME: ..C�� � �,,-- v C_ REISSUE OF: ADDRESS: ,17./ -7 LAST REISSUE: _ FLOOD PLAIN/ PHONE: SENSITIVE LAND: CONTRACTOR APPROVALS REQUIRED NAME: �J[;f� 4— c-o. w. 4LANNING: ADDRESS: /G / L - ENGINEERING: FIRE DEPT: PHONE: 0/-5-:5t/ OTHER: _ -- CONTR. BOARD 0: EXP DATE: ` ITEMS REQUIRED SUBCONTRACTORS: PLUMB: _ LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCH/ENG NEER CALCULATIONS: NAME: _ TRUSS DETAILS: ADDRESS: OTHER: PHONE: PROPOSED BLDG. USE: COMMENTS: APPLICANT SIGNATURE Received By: _ ii— �'�'`�� Date Received: _ _ PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10--432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees �- 10-431 01 MecF nical Permit Fees _ 10-230 01 State Building Tax (5%) Building _—__— Plumbing Mechanical 10-433 00 Plans Check Fee Building _-- — Plumb-Ing Mechanical 10-230 06 Fire --- — 30-202 00 Sewer Connection 30-444 00 Sewer Inspection - 25-448-02 Commercial TIF Fees 25-448-04 Ir,dustrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25•-448-05 Mass Transit TIF Fees _ -- 52_-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) _ _ — 24-445-01 Water Quality (Fee in lieu of) 2.4-445-02 Water Quantity (Fee in lieu of) _ TOTAL nm/]o87P.WPF CITY CIF T I GARD - I4.CF I PT Of POYMU NT HFCF I V-`T NO. :5-2-233747 CHECK AMOUNT 5 NAME : Pr�TRt71_FCJM ERVICFC� CASH (WOUNT a 0. 00 F1Lt)RI L3E; : lJNL..IMITEII, INC PAYMENT DATE 11 /16/19D2 1081, col-I1Mf37A RL_VI) SUBDIVISION a 1-mawfEW. W(I 9A: PURPOSE OF PAYMENT 0MOLIN T PAID PURPOSE OF POYME"NT r MOUNT PAID BUILDING FE.RM ALIF9iF.-0325 c:5. 02 5'C. BUILD PER 1. 25 l i At ( M-UNT PAID - - - - > P6. 25 TUALATIN VALLEY FIRE & RESCUE AND REAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526.2538 November 12 , 1992 Hot N Now (Taco Bell Corp. ) Planning Design Group 1.22 SE 27th Avenue Portland, OR 97214 Re: Hot N Now Restaurant 13295 SW Pacific Highway, Tigard, Oregon Dear Sirs: The plans submitted to this office for the proposed construction and development of the Hot N Now Restaurant to be located at the above noted address have been reviewed by this office and approved subject to the following conditions. 1 . F:re Extinguishing equipment for protection of kitchen grease and hood ducts: This protection must be installed in accor- dance with the Uniform Fire Code, Section 10. 313 , Paragraph (a) through (c) . Plans for this hood and duct protection equipment must be submitted to this office for approval prior to .installation, and a final inspection must be conducted by this office prior to occupancy. This system must auto- matically shut down the cooking supply, i.e. electrical or gas, upon extinguishing of the area. 2 . Address Reauired: The tenant space number must be prominently displayed on the street front where it is readily visible to 'rivers and officers of responding fire apparatus and other mergency vehicles. UFC Sec. 10. 208 3 . Waste ;storage: Commercial dumpsters and containers with an individual capacity of 1. 5 cubic yards or greater shall not be stored Jr placed within 5 feet of combustible wall openings, or- com.l.list ble roof/eave lines. For areas containing dumpsters or containers protected by approved automatic sprinkler systems, the above may be waived. UFC Sec. 11.. 201 (d) "WorklnR"Smoke Detectors Save Lives Page 2, November 12 , 1992 Re: Hot N Now (Taco Bell Corp. ) Approval of submitted plans is not an approval_ of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 526-2469. sincerely, Bert P rker Fire M rshal C: 111292 . L, cc: File Tigard Bldg. Dept. } CITY Or TIGARD — RFCFIPT CIF 1jAYMENT WCE:IPT NO. :92-233436 -� DIF:CK AMOUNT s 58FI.90 NAMES RITi HEY, LARRY CASH AMOUNT s 0.00 PDDRM SS PAYMENT DATE: s 111Oil/9,,` 9l.JBDI V I SI Oi4 IPURPOSE OF PAYMENT AMOUNT PAID PURPOSE. (If= PRYMFN)' AWIUNT PAID IPIAN CHFC:K FE: 362. 70 TUALATIN VA(_L :•y20 I I i HUT & NOW f I IF.:(,K #1466 I SW PACIFIC HWY # PARK ' TOTAL AMOUNT PAID — > X85.9N 536 , X 44 HOT 'N NOW 24'X 38' MODULAR BUILDING PROFEJ w 10,614 9 Nl MARK �`� MADISON INDUSTRIES OF ARIZONA ENGINEER: 2100 S. 11TH AVENUE PHOENIX, ARIZONA 85007 (602)252-3083 MW U1.KIM), rr} '!, r 11 k + �`�)15; If'"'(�j:',;r 'General Note;; f,,i[� rye^L�'"r'��l'�G/l�I114'r1,1�j �I W:6Ti�U,�,��/:a.t...71h..rJ i�L�,�ltln u.�.ilri•,�...t�t,� � � �'1'.'' � '.....� � follovAng notes apply to Iho allowable total load Inblas 6, Whom if panels are,cul,ilia partial panel shall be i/or to the allowable superimposed load Inbles. I;eaenc(I inn manner to fully Iranslur ilia shears at the point of Ihn.c finp11ra{Im to ilia,i(li,Icel it lull panels for the values Tbo Ieng1lt of soaln wckls uhnll Ito n minimum of 1'l:-" !•t,arifioc 1 in II u:I:1111es. lona, 7. 111e minirnunt?ti•(I;ry contprrssiva:;lrengl11lor slnlcktral Arc spot or arc seam(puddlo)wotds::hall 11;Ive no olloclivcl (;r,licrelo rh,Ill h03000 IYA;,tc I II u:clon:,ily u:,indicated in fusion neon,to supporting rnornbor.n,oqt livalenl to at lana 111e Inl,lol;.l 11cl afininu Im(Inpll i of concroto shall be 2"ovor Un" by V,long or th."in char noler, II n:Io1,IL I,u I(I ill 111 it i!;111 I u: (!it deicer I will,n ntinimom W11ero required,Ilia:,landing seam joint rl tall hu In!:Ic:nr.(I l;x GW 1.4 x W 1,4 wel(luc I will.,L brie.'I'110 rvinforcemenl of 3'on cantor,moxirnut n. :.I t;dl I x:l,l if II 1(I cur Ilan of II Ir,fill,ever II uI lop 11,111(lo, Spacing of innrginal welds to memborr,parldlol to Ilia, fl, All dock!'-will ::In Io:II aril cunr:n do fill stay be considered Holes: (a) Arc spol(pi welds to inernbom.st Irh as chore Is, rioid dial)l it,up 11!;. rind to calloclor nlnrnnnin,at Ich n!r nirt ds or lies,!,11;dl r), "I lord it I c;des 1t;dint ul-I(o 1);t!a!(1 e,111 to flock problem Ippon I- I invo •hnvo n npncing In.loot ocp 1111 In"1".000(1)ON,wl tat o: it if 1 II 111 r Ir);ill Io;ill H col l:1 ell t,lilt I:;gill wl I —l lrn,oritud 1311,11 Iblclu►I m!►of III dn(I(lock In Inrl a:r,• j r,;'111,?.I t u tiful I I I ro m!:h I u aioo I:r u I,of C.- 1.0 for(I111vIIs d/m I c lode,noI I U,f i 1 lot I);Ili dot I (11) ;t I!,I1 II,,r:oat unit;dut I live lo:u I for Iluxoa t. (Iocivi. 111u t lu;u l lu;a l t(ulluuUt n t i;ht nilut l to l 11111,1111111111 la v—/v:Undtllnldtut(pllth(uu,dlllrnlllludntggnnl ttn I1XI:r tut '/.I." 114:11 i11l a11on1 111111!I111111 it 111)1:1 ILII 111111(111 1,111 Il:t 111 Ila.;) i!IIli tln(I:tltn1lool, ill !:hd111u1Ill 1;1!,1110fill Ili udltIli l:3111111111Ill t,riu1nA111ItI (11) V HIM"Ild!ItoLlttnnbol11,lit III IMfill 11111111Ipnc111nt1l;, Ill till 111oluIl1lilt ugloIif111uIll tIli 111111,gltt11l111III nutltdu. ,hall lino a spacing Irl leul acµ1,11 to 480 I./V,wl u:l o: I I d!;,11 I lin!;to;dl •t II n:111 I II 11 I! :(I I11;tt 11,11 du for II n!II(I l 1,=Length of weld in inctias(not less Man I'l:-"). (lock I)rulil(::;. v C Actual diaphragm shear to be imnslurrod to cl lords in pounds par fool. I I, I:or all cellular profiles,Ilm,lic;l number of Ilia gnugo dog- (c) Fillet welds allaching Ilio diaphracgrri to slrulS,lies or ign;dion(201,10)mlom to I x!;Inn!x:rlion(comignled pro. othor collector elemonis fall hnve a spacing,in luel, tile).'I I u!!,(lent ill t it if i or(?f1120)refers Io Ihn pan section nqt Inl to 300 ljv,whom: (II;d 111;Il(,-). v,.M.lutti ahnrir In bo it,if to 0 t cohere, 1;, 11111 I lint 1111 n!1111 Ilrxil,illly Ftill;Ilion 1: blr,in ICI 10 No element, In po nu I!,por ford. ;�•/!;y'Ill it do x I 11;dip 111 r x I fluxil)i61y I;Ir:Iru l;. ((I) til Ito Cn90^hull any wrlrl spriring axcoocl 3'd)," Allnchmnnl!1nllnlnrinrlinol,ofrho,uU11re,lor,pollxnuliali;u I:1. I'm;dl,Illow;dtlurhill dsal!p1t:.Iul;ul,ddo:,,I1il;Ilu:vullic;ll It 1;u I!;I r u t(I ,)111 I)u I I loluk t II ul o livic lac I I,y II u I It:I alit I(I.,)111 to clock cmrrugallof in: II1u r It n:k t n nil.I InIl I I u tiL:;uu it t IiI a:,d lout, (a) TI io rhonr Irnnrlor Iroin n dinphrrnpn to Interior li(il,or s!rul linos,porpondicttlor 10(Ircl(rormgrilion s,l:11nll n11t 14. I of,dl;dlow;111l(I!;I Iltul111II) )l;I!r l l t►11(11;d,1ul:,Il m:a,11) oxceud Ilio ul tear volt for,inc licrite(I in Ibo I;11111.^,.Twn wei!1111 i!;if I pill if u I!;I x tr!x It I;uo foot, linos of puddle wuldn may bo used Io clovefnp Iho (iclual.Boar Irnn:tlor to Ibol;o collcx;lor rilomnnIn, (b) In 110 Caw ubfill Ibo:lpaclnll of wok H oxcoor l Iho cit Ick upan dlvldot.l by 11 iroo(3),uxcol 11 H'II11)!:o',',Y-;Il 111 t!I wlll t fill find no nonrn Int,loliing,or 11!1 ol11orwiro notoc 1, I 14, r ; 1 1 1 /./l I id I•'I ���� ., N-24 1111 orm Floormop sla�!h'dA� 1 bir�t;1J:111.�1,1;;• ;1+ a 1:. +., ',:'t!. : l',I. , L,11;t,.,L-:,'..' a! Ii as •'i: L r....._;.....,. .AI ownhfo 9uporhnposed Lond(put)r(ononl Wulold Cnncrulu y1'r•, ;'No; QI(11(1(1!I;.q 741" R'0". i 0111" '1)'11" 1I'll" 10'(1" 1(1'1!" II'll" II'll" I;"I)" I:"li" I:I'll" I:I'li" I•I'11" I.1'll" I!,'ll" 1!1'11" IIS 1 .�..1.�.. �.� 1 :'IL Illb 1/II 111.1 Iho 1111 Intl II/ 11(1 II:1 /11 /I _ II!1 �. oil 1111 If:, 411 •Ib ' :1111 194 1'/II Hill If11 1411 1;111 1111 I1:' Iib /11 /:I It/ ba 1111 114 :!1!1 1116 1'/11 164 1!11 1.111 1:11) I:'1 11:1 fill YII /:I II/ I,;I !,II !,4 !it 1'/ Il:' IIIII/ III/:' III!1!1 111.1/ 111:1/ 111:'11 11119 11111 1110.1 1/!111 Imr, I/Illi 1/III I/// 1//:' 1'/611 1764 1'/oil 114 111(i'.' 1!1:111 1!1111 III!1/ 111/1.1 1116.1 III!41 111'1/ III;'.', 1111.1 11111!, I/!I!1 I/II/ I I I//:' I/I:!1 169 1013 1 211:) :161 :':14 :1101 1911 111.1 1/1 I:Ib I:"I 1111 IN 100 11'1 If/ III 111 71 fit 2 ?IIJ ?!i% 2:14 ?I!, 1!111 1114 111159 14'1 IILI 109 10:1 n!: II!1 113111 7:1 0'9 PI� :1 ^II:I ?!i7 1114 ?Ib 11111 1114 1'/1 I!,!1 141) 1411 I:II 1:''1 95 0!1 OJ 711 70 69 to (I:! 1110!i 11177 1fill 1 1114/ 11135 111:111 1111:1 11111'1 I'/!Ili 1/1111 1/111 l//,j I/1:11 I mw 17!1/ 175:' 17.111 17;12 q4 ?Qo0 1070 10!il 10:1) 11109 11190 111'/4 111!i11 111.1.1 111:11 1111!1 11111!1 1%!111 1711!) 1/110 _I'//_! _1164 17G'/ »+ 2111 2-67 235 :.'15 10!1 1114 171 I!i!I 149 1110 1:1:' 100 93 117 61 70 71 UG 2 209 22117 ?:1"t 21!i 191) 1f" 171 I!i!I 140 1,10 I:I:' WII 117 OU 113 %LI %9Go10 3 211:) 257 21!7 21li 1011 1114 1'/l I!1!! 14!1 Idol 1:1:' I;'4 117 111 106 100 0!i GO (12 1014 1011 11100 11171 11154 111:10 11120 1111:I 111(1:' 17!1:) 1•/11:' 17/4 I•/(Ni I/!If! 1751 1744 17111 1712 q4 2121 _2002 2047 2010 1000 IOG:1 1041 107.0 1901 101111 for)!) 111!,4 11140 111211 11110 It10!i 1705 17116 1 2(14 250 235210 100 105 _17?. 1G(1 150 1'10 1:12 I?!, I IR �07 01 i76 971 GG 2 204 2511 295 210 1019 105 172 16(1 1!in 140 132 W!) 1111 111 106 100 71 GO IR 9 204 250 295 210 100 105 172 1 G 151) 140 112 1:15 1111 111 106 too 96 OI q2 1992 1062 1090 1012 1002 1071 1065 IR40 IO21i 1111:1 11101 17!10 17110 1771 IMP 17(14 1746 1799 _ q4 2240 2100 2155 _211_0 2002 ?.050 2022 1!)197 1!1%:1 10!i:! I!1:I? VIM 111!17 111111 11167 11151 11140 11120 q.allownblo dlnphrnOm fill nor(pill:2,4-numhor of walrls w 1110 suplmrl, 31s required at the mldspen condition for Wo supor)mposod load vnluos 1111110 shadud nrun. ,,ago 55 for General Notes. )r to Anon 57 for specific ldlormnllon porlalnlno to UL f iro nouislunci Dlroclory 1151{1103. 4r(N'�( �I ' Allownlda!IIg1a11ng1ulladluull(pnf)MunllulWnl!IhlCnnrluto 1 "(!7111 i'. 111001 1 1111 d 1' I �l l' 1 �• I 1 , ' 'j;'/'n" II'0" ' n'n" a n" 1110" 111'0° 111'0" 110" 1 I_Ir' I. 1� I.,'0^ 1 rn" 1 ru' la'Ir I•I'II° In_n_ 111'0^ 111'0" / 1 y;'Jh 4'1.1 Illh l/ll 1!111 Ivil 1111 1011 II/ 1111 III /u /I 1111 111 1111 '1 ;';Ih V111 Inh !l6 I1111 111 lit 1110 till u;' 11h /11 11 110 11'1 nu 1111 111 ;1 :':I!1 I4 Illh IM I1111 1111 I4;' I:W IIII uP IIh /u 1.1 till 113 110 1111 hl fi;l :'I:'ll :'111 :'111111 ;'1!'111 ;'ll/11 ;11111/ ;'!1!111 ;'11',11 ,"1 ;'IIII. ;'IIII ;,MI/ :41111 :411111 fill 11;01 :11// : 111!1 :'1:111 :11111 ;'111;1 1'111111 :10/11 :'111L1 :411.1 :'161.1 :'11:1!1 ;'11:'ll ;'11111 ;'1111 ;'1111.1 1!1!111 111!1:' 1 :1011 •'lit) :11111 :':t!1 :'III ;,00 1119 1'1/ IIIb W!) IIII "1' ( 1111 961 IIII II:' ;11111 :1!111 :'!,11 ':1!1 :'ll{ ;'1111 11111 1/.1 1:111 1:111 1111 I 1111 1111 110 11.1 '/11 1,1 :I :11111 :'1111 :'!,1{ :';I!1 :'Ili ;111'1 1116I/•1 Ili:' I!,!' 1.1:1 110 111:1 1111 !III 11.1 7!1 Y'I �u11' Ili, ;11:1.1 :'IIII :' 11111 :'111111 :'ll/•I :'1111'1 ;'11!1:1 :'161:l :'11:1'1 ;'11:'/ :-Iwo :'111:1 :'1111/ :'1111;' I!I!III 1!1!11 1!111/ 1!111:' fi.l ;'•111 ,':'111 :'111;' :'11'11 :'1.111 :'IIII ;'11:1 :4111/ :'1111') :'ll/11 ;'11,11 ;11.111 ;'1 :4114 :'IIII :'004 1!1911 1 :IIIII :1111 ;'!/!1 :'!I'1 ;'ill ;'1111 IIIII 1/:1 111;' I!.:' II!, III/ 11111 IIA 11/ III /11 /I :1011 :!/!) :'!I!1 :';1.1 :'Ili :,00 1111; I/:1 Ili;' I'1.' I'f:I I:I'1 I(1:' II!1 IIII , IN /it /'1 it i ! I:'/ 1;'I I N 114 711 7.1 111 :1 :IIIII .!/11 :'!I!I ;';1'I ;'Ili ;'1111 Illli 17:1 Ili:' I',!' I'I:1 1:11 11:1 :111'1 :'1!111 1:'!) :'IIII :'11!1:1 :,0/11 :'1111!1 ;'11!1:1 :11.11 :'11:11 :'ll:'I :'111:1 :'11!1.1 1!1!1/ 1!1!111 1!111'1 1!1// 1!1/1 (i4 2:11N) 2: 1 ::'ill{ :';'!1!1 '"l:'/ ":'(1:! :'11111 :11!1!1 ;'I'll :11:1:1 :'11111 :'11!1:1 ;'111111 ;'1111/ :'11!1!1 ;'(1.14 :'11:1.1 :'ll;'!, 1'/ l.i. • Of 70 71 cion 2r!1 255 2:14 216 ^00 11111 17:1 Ili;' f!1:' 1'1:1 1.1!1 99 93 Illi '! loll :!7!1 ?!i!i ?:14 :!Ili :111!1 Illli 1 IY.I Ili:' Ib:' 1.1:1 1:1:1 I.'/ I:'I 114 0:1 70 7:I ( I;'/ I;'I 1 14 10!1 104 7'1 Ili 1 100 27!1 25c 2:14 2111 200 I11(i 17:1 111: Ib2 14:1 IT, (10 i ' ' ' ' 21141 ;'(1'111 ;'111!1 :'ll111 ;(101 1!1!1:1 1!111., j!)1111 (I2 ??11 ^201 .117!1 '1111 1:11 :'I I? ' ! :I)/.1 ;011,1 :'11!1;' tI4 2411'/ :14.'1% ";111'1 2:1!1!1 1 I :':911 :':':Ili 'I? 11!11 :I/I VIN1 1:111 ,'1:111 1111111 71111:' :'11110 ;'111;11 4;q nll0wnhla dlnphrn!pn�hnnr 4 11umhur fit will,In In Ihu nul11A 1. Ioring is roqulrod ni lho mld5pan c0ndllion for Ihu 5upufinglo:011 lend vuluu 1 In 1110 als1dn11 0001 to paijo 55 lot Gonornl Nolos. Ilur 10 pillo 57 Inr spuc11le hdorlimilnn iu111tdlllti!1III III I'lm I1.^;I,'1111 11 I flw[1my li!.Iirn I•, .rTTT/�l i�lj P41 (I�r� .J!1' 11r��!r'1\�j`'"1Irl'.r,Ir{'11f11/�Yr.ei:l#'!1ttf''ry�1la1j�r.,1,;,1.'��?"�,r.�•.,1.J';..,.�1'.��1I)iJ}J I ,rJ J'�,1!,�r j(,�('�, rr.r1J t ,. N-24,141 orm Floor Docks 1 ',. Allowable lloacllons �" •• i' OoarinULanattl lGnu go 1" 1114" 2" 21/a" 3" 31/a" 4• 703 1111p!{ 115:! 111:111 1:';':► 1:114 1432 1577 1721 IOno -- 0 2 111#111 •4 Wulrlr 01 1 51';11 G23 701 705 Grin 052 201 10 1130 1223 7. 1.114 14.12 _1577 1721 1000 1111111 101111 11110 127:1 1367 14112 1021 17G.! ? 11:1 '1:147 :13111 ?!i 10 2(;51 ;1101 307:1 Jill[) 1:1/;1 I:Ili/ 1411:' if;:11 ' IIItif; ll; „ 1 I/li: 15 + ►Yt/r.vt'�Atrollrrfll'rAhafllaa 111'' I/ ":III 1111# 4,!r! )1#;1 ;IN/;I Vyt1iU1111� 1.11 ,(1)t, :•11 t',1;1.11. �(°�"; 111. III',', 1111111 I;'ll l 1111 '!1111 n I:o11, .11110 ;1/,111 :e111 1 R '1� J,I:Irs '1 1111 l 41;'/n IIIVnp 1�$+IN���,ti� 4(,�III`�, rt1�11N'l�f( '�ITIN! I I h1r 11111 v,rlurl 1#1111114-►•r Ihn rdlnwnldu Irrurllun 1111 Ilrn 111111111111111 ,7144 111.111 �,,I/h :1. 1111 oUpJunln. JO 7,1111 ,U%4 ,41111 1.114 bUY ulmllnluvnlunlullnulnlhnulluw+lld+ltunr,tlnnnllhublln►Inr 10 3.40 1,3511 .735 1,400 ,1111!; 3•Vnlu11tl full 10 4,22 1.757 04G LII112 111 In IxnnuLl par Ilnoul hill,_._._.._ ._..�. _.. .._.. .. .. . .... . 1117 1.Socllon pr0pnrllua firu b11uud an 40 kill al11ol(I°y), 'I•, it1 Allowal,lu Suporinlpouud Land(pal)LIUhIwulGht culcrulo VA.)t „NOS., '• I i ,. _ _ _up(ln G^l ''�i+j'"'lyrt Spnna ,;�t;i�,:�,.r'•: , " _ —- -- -J54 l ' 1!)'ll" G11'!1"• 1fIGY 11'G", 11G11'G" 1,1'(1" I.f'/i" 14'11" 1411(",'1 J'0" G'G" L.. _'PIG IfJ" I%II 1114 1 ! 140 11:! 111;1 U!r 1111 II'! 1%II %I 1{I) 11: bUti2 :'Ili Ifl!i 1/11 11{4 Ili I 140 I:III I:'I 1 11 tit) 111 %11 7 1111 (13 G0522 3 216 105 11711 104 15I 14n Ian IN 11.1 1Ofi Ion 94 7:! 60 03 5952 q2 1401 14117 1453 1442 14.11 1422 1411 14nn 11!)!1 I:I!1? 1:11111 1.1111 1376 1.1%1 1.1frf) Ellin 11:11(11 1347 1111 q4 15!57 1512 IS 11) 14!11 1474 Will 1'144 14:11 14:111 11.111!1 I;IU!I I:I!I(1 I:III:' I;17•1 1:111({ J1rn I:I5:! 1:14%� Ioplh: 1 911:1 :157 ?:14 ;111!1 11111 Iib) 1/1 1"9 149 IN 11:1 ION !1!1 11:' 11'/ II? %/ 1:1 :111:1 V!,/ ;':I'1 :'Ill (!III II1.1 1/1 111!1 1.19 1,111 1'11 III/ loll 11.1 "III IN /11 7-1 :'ll :I :111'1 :44 :':I'1 :'1!r 11111 111'1 11/1 11!.!1 1•Itl 1.111 1:11 I:''I II/ III 111!, II:1 /11 /•1 :nnC#ol• ,1:' 1411!1 1.1/;' 111.11 1.1.1:' 1•C'9 11111 1,11111 I:11111 1, 1;11111 I.II1,111!, 1:1111 1;1!./ 1'11!.:' 1:1-1/ IY,1:' I:lilt 1'i• 1.111!1 l'JI 11.1 11111:1 It./•I 1"•111 I!.;''1 1!.11.1 I•Illh I-111H I,1!.h 1-1:111 1.1.41 1.11'1 1.111 1.19.1 1:1111 1:1/!, 1:111/ 1'1',11 I:1";1 I. 1 VIVI ;l,/ N;Ih :1111 full 111.11 1/1 0,11 1.111 1,111 I:1.' 1:'•1 1111 11:' 11/ III /11 :111:1 :111/ :'111 NII 11111 III'I I/I Ihll I'hl I'IU I.I.' 1:''1 11/ III Ill. 11111 /11 /•) III .I ;111;1 :1/ 1':1111 ;'111 11111 111•) 1/1 Il.tl 1'111 (•111 I W-1 11/ III 1111, 11111 tl. 111 Id1 11: Ih;'ll 1t#llh 1'111.1 1'11111 1.1'111 141;1.1 HVII 1.11111 1.111/ I IIID I I// 1'11111 111111 I vW I'1'11 I'{'lll 1.11'1 11.1t 11.1 Ililt Ili/It 111.11 111111 114113 11"11 IIt'III 11111 1,1911 1.1/9 1.1111 1.14111 I'I'I" ('C'.' 1111 1-11111 I:IUII 1:11111 VIt•I VIM VAN ' III 11tH11!1 1 ;' 11111 0.11 1.111 11:1:' WN 1111 III Ills III /It Al :'N :':)!I :.,III IIN 16t$ I/;' !11;11 It'll 1411 CC, W!) 1111 III 11111 1119 !III !ll 111 :I :1114 :'!111 :,T1 :'Ili It)!) III!" 10 Ilill I"ll 1,111 IT' C'" 1111 III 191i IU0 91 UI 1112. 11!;1111 15;511 1510 M07 14116 1407 14!i6 1"1:1!1 14; 1 "'fill 1:1011 VIII!, 117!1 13WI I:l!51 13411 1;1.11 1333 y170:1 1749 C/11 1071; 11 i 1! 115 % :% IMIll 1 1461 14411 14:15 1'21 q.llllnwnblu dlnplitatpn tdulnr(Jilt);?,4--t)un1111r(it wn111!I In 11111rufllm,l. Slinrkl(I Is tlnpllnul11111►t) 111,1111111f c11nt111111111it 11111 lit fnlrlrtg11moll 1111111 vUlilim IU lilt)1111111111111111111, 000 IMIQU 50 Ior Qunurtd Wall, nitior In 11GQo 57 for specilla 11110(111011011 pm 11111111111 In 1)1.1'191 I 111sL11n1m0111n11:lnry(lnllilt lit. l,;l ` •,l•. 1 1 ,'r�111 'y� nti;1;�' :Il'►I Ill cirnl I liiclr I)uck,�',i,lfi��`,! �I .I)�r�'t 1�J�1 ..11", 11 ;1 L'a•,'.('f'I,.' �l'!l�'' I o •I. ''1. 5111 Ill Iq Y' aV �.>rt.'lilwlll�:.�l�l�:'.Il:i.'9�.1:!i1+,6S.1'P,..,,.;� L..�,..'.,Ir,. I:'iia.,/, ,1(.'1..:.1'1`1�ti•/:ni'dL i� D 12-. l°I Allowablo Suporlmposod Lond(pal)Llghtwolghl Concrulo 0. Spun ,;.• `,:�':'rp•' Spun QaugO q 6'0" 616" 7'0" 716" 610• 01011 01011 01011 161011 1016" 11'0" 1116" 1210" _" -. ._ .1.._. .. ..... ... .. ....... .. .. ... -_ 1 320 202 241 216 10.1 171i 169 145 133 122 113 104 07 2 320 292 201 217 100 177 161 147 135 124 114 106 De 22 3 329 202 261 2:15 214 177 161 147 135 124 114 106 913 q4 1007 105111 11125 1797 177:! 1750 17:10 I71:1 1001 IGH? 11169 11150 1047 q7 2107 PO!W 11006 1065 10120 111911 11170 11145 111':3 11103 17114 171117 1752 1 420 3111 :141 :101 2510 235 2114 1951 1110 165 153 142 132 2 420 301 341 307 279 230 21111 107 1111 1G7 155 144 133 20 3 429 301 341 307 270 255 234 107 101 117 155 144 134 ale q4 1004 1910 1079 1044 1014 1700 171114 17,13 1724, 1707 1692 1670 1664 q7 2216 2151 _200_4 _ 2046 _—'1003 _ 1913110 1033 _-1003 — 1076 1051 1020 1000 1701 1 424 370 ' 337 304 276 252 211 103 IT) 163 151 140 130 2 424 370 337 304 270 :1112 231 194 179 105 15" 141 131 111 3 424 ;176 317 304 P76 :IV P:it 104 197 10111 152 141 131 (14 !1110 :,()lilt ?1111(1 IOlill III IU 111114 111211 111:111 1709 17/11 1755 17.17 1710 t1% 214!it 23611 1120:1 :!:!211 :!1'/I 2121 :107/ V037 ?()UI I9011 IO:It) 1012 _11111% 1 421 373 :134 301 :'.%:I 211!) ;.'121.) 100 175 IUI 140 130 120 ?. 421 373 :1:14 :IU I 1111/:l :!4!) :1141 NI 1 11,15 111:1 150 140 130 III 3 4111 :17:1 :1:14 :IUI :''/:I :''III :T9 :'II 111!1 III:, 1(I!) 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ID No Of ARIZONA �— QN�iI1 L►� 2100 B. 11711 AVENUE T !/�„ I -I PHOENIX. ARIZONA ®0007 PNON[262•;1003 '=K1 5Pon � (-)UJ , BTD[IcnlrrlON S,SgEAf2 WALL O. By BASED OIJ A. I.S-1. LT GAGE 5TEE.L D1uSIGQ MAUUAI. . i ,5NEAI? WALL PAkIE.I-5 (poor- Ofd wALLs) (h/t)L �- (NIXGE; 14 - PAIS 1- T FV K� I AL`,ca 1-C , qrJ ('��' T V) 71-140.1c.35 )1J IAI(_.1-1t-4, 9(o 4 ZF,G) F=Ofd, IG GA , l 33 J vA t" h/t (►�/t) (h/ F, x1o01� �rz . x 'I /L F I� ,5 FOR. LA7-FRAC c'? .0311 533 zK40Pil-1 2.�1? I ':;I n 12. x -06 - IL1, LO "L, F. 2 Z GA. , �a •03(0 444 1`17130 4z2 x IZ .0'A��o = 13?_ �4Z 20 GA. q 04? 5b0 I XO 57G, xr 1?- .04 C - �. -1 O 385 G.A. . 8 .048 333 11L;d cl '750 .1 IZ w .GAJ 8 :.: '13e. 574 18 G.A. 'G QCO ?-Gro 70 75(n 1 175 x -06 - 8c1G LI Ls ✓ IGi GA. VE-9-T. 5 q E-A{2____f,-E T I^J E_F.,0 ISA I`1 F L::, SF-IEA ? L. F, x L.' 1 f JOB NO. MADISON IZD _ of I q sI1T ENGINEER LOS ANGELES, PIIOENIX, TULSA, ATLANTA ar►'rls C-5 � q L Doll �-� U I I� I� ( � D11:11. 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ATLANTA .Hr 1 or 1 i,,,T. rnn lice,RIO ZK ot.cnirTIO. �l4 y I'�OQ �LD cHno. my rs�. + �o , ILS• (TYP) 1-4 n J = t� I 121��I GCi �' 8. Z vIL (,- 1 Dry 3.0 r MADISON '°' "I ENGIN[[R LOS ANGELES, PHOENIX, TULSA. ATLANTA [HT `� Or 1 — FOR 1 (V Irl OWevz� ocs. 0►[CRI►TION vim/ "-'� t-1 01J vl�� CHNO. my L�Tc e- 1. co t-4 / PRovlocr� , V2.- G, (,� IAl✓�. ZEE SHTSILJ 1 '► f20N�t- � �1 = �0-7 1.0, �06z pr, 067,gGt4l� 6929 - c�ao�� o kc_ 1 q Z`� l L.� , IA Oo AN c•410h. TO e) A-s r r-n M- r to I zk _ 5b,, d� P -3 ID 7 (3100, on ( boo 41 t�► .G . (�u0 li��� D 31�' Ft�_C � E�u+- SIDG- �t,l Ctl L\W) OF PL A I G 61 t, � T u 1lag1,q' 00 �( ' dr I2I r 1.I " r (I1.�, = Z, � , o� 76,�t •Ey t o SCu i-1.�� q It �1 c� `6 6, A P-C ter) n- � V�I-�_ •SEE Z �-� r "SW l 'I MADISON ,a. Ho.-- LOS o.LOO ANOILLICB. PHOICNIX, TULSA, ATLANTA 0 14 T 11 Al _ — rnuinrrn I V'1 OT Nrom IJ Ol,v rr_ry 1� urrtnirrion 23 `� 0C) 2 A 6,0 f•1.r APS► J SO �� �.�--�-��G�_I�t t�►�T �T �.r�rJ(.�, �-r V Q � r�.i gra 1. GN-O P P s . 20 G, A. Nl L D rc K- ooL LIZ., j 3 g - �, I �a ' i �`. o �.UL,� r✓Ir pF,C�c- f `/ " 3 0 `l q) X,� �ji1G'NvL J 00 2. 1 loo- 2 4. - 11 8 ,\ l 10, 2(0 01LI G'lf `� e 1 l MADISON '°' " n -- — RealNCRn LOS ANGELES, PHOENIX, TULSA, ATLANTA /HT DATE ION �-4/yam 1 `� 1�1.�✓�l OR/.�V �� �- OR/CRIFTION i� V Cl ��0D r:�,( GIlHD. NY �3oi-1 Pr+ o)'• ISH Ic Z0C L,s , (LAO I � • � (2'1� = X 6 2 �k � , l,J , - �scls�� 1c� c 2c� (� P•;,r)( ,i�w) � 2���( s P%�'�(, 18e, = 4 � � l i �o -l► �c � 1N11 (,,OVE ►2NS � i X13 I ,1 .1 l 11 P 11 N _ I MADISON [Naln[[n LOO ANGELES, PHOENIX, TULSA, ATLANTA fHT ((� or 1 DAT[ / I 40-r 091,BY u D[fCRI►TION IVIO ' ���� C11140. [V L ,6 2 �? pf-0.z ►-� Eo lar` GAG M = -�a � C ►Is�` (� .�) � 250 iN �:� L2 �zt2�z� 3, b 1500 ` , � �q i ►-► I rI 2 L. ONL, 3i6 l Z G �, G l 2. 2 0 7 C�k- MADISON --- LOS ANGELES, PHOENIX, TULSA, ATLANTA SHT C:pr ( "I ENGINEER OATS 10OR H 0ncc.N. MOW 2k= 1 7� By Ge1CRIPT67N T �I OD ' �1= CHNO.eV All ov Cj 6�C P 'T-n C.I-1 C T A P--;.c C`> J t--1 !�. �; �J F' 6� ►r�F'GJ S C,r> PS r SEE O\e( 6E E' 1�-Tf' AC_G-GD T rIA`, Ea IMPOSE 130 f) -7ta 'DC. ci� 1�d G yq � TY�ac.r�'6�> -r � � �_.� 5 l �I ►� x . S� �c o :sE 1 �s_ P 1 F D Z G1-1 i: .0 L_ MADISON 'O' H0. Q [NOIH9an LOS ANGELES, PHOENIX, TULSA, ATLANTA ■HT � Or 1 1 OAT[ FOR Nor O[s,my 2-�G Q 092CMIPTION ��� 3E3 �0 v `�• ICHKO. NY J X4-1 rL�.- ;� I "1 i,(q� -t If1� (�,��'�► . `) _ �� g� _ o roe- ( k,00n. t rI 01 % 01 I MADISON LOS ANGELES, PHOENIX, TULSA, ATLANTA 9117 3 or ` 1 OAT! ►011 •-101 � `L I'10O[9, .*1 099CnI►TION ?j3� 7� _._�J)0 D • L'��-�/ CNHO ■Y c,, G1 o �) G60QGCN;K 1�T� VMS 60QDI S PA 0 LOAD e2l :t G'-U 4- 04 P C. \�4 57P �. 3OZrko �� rt 30?, 40 � 2 2l ,s l Z MADISON "2 ENGINEER LOS ANGELES, PHOENIX, TULSA, ATLANTA ,HTDP �Q DATE ./ I QI L PORD�{- I O`� - DEE.BY OEECRI►TION ?2�1' lD JS 1 ��OD �V� CHND. \V ROOF- -PC C'G- w SNow IAGG6/ = IZloo P��r go 6,4,- M s 11Zr-%4- l�I 6pNt"I 12.1-0 -Z,\ a ( �-Z,) ,L( )' s� -- 50( 9 1 - � rQ bdor�3. 0 i 1' (1 1 MADISON __— — LOS ANOI L1(b, WNOQNIX, TULSA. ATLANTA •11T I or 1 CHUINKS" — roN DUSCRIrTION 4J/l.Q� �� �0.1�.......• .JLV C��NI�. �� 1.O q� D - _A gl V 0 � `0 � al 11 ail •111 11� l�� ,u 9 i I.._ JI g Z t3 z i Poor 1:)6c Ic ZO G M �Ec Ic (��QF I-dN i�5 '. �cXJ� PSG (`,I-1 •.► ; "��l�l.. y 3✓ C'f�� P��, G� r �� . Z }3 Lk � GI 'Lr tv, 7