The URL can be used to link to this page

12388 SW SCHOLLS FERRY ROAD-4 1111 I I wo I v'- 411 u , o W .7-7;� 1 /y c • s •„I I I \ I + z - -- �., �. z: �� - (`, ��rj' crl,�+M� D�111�Ri1�. NOTES q 61. uj I � l � k � -}�Y -•�- -- •\ { - \ /% - -'� ,��' _ PSI� � o D c. /. _ I b r' W 07L IRNh� G '.�R/�T 70 7Pj,IiAU4 i-CY �'y' .4 C�2� cn o \� , \ ,ho �� N ,�" N { \�- �� 2 mitt p�,av 1Xwo. � ; �� _ \ �� __ �- �� •� �.,�, � ��y ,cry �� .. �h!',�4G I _ /�-. �-yry'�� y� ,^' � ��,�-fir f - ! .y wpl� \. I� I tO \ -- ---- :I.G JN� `� �' � c K'f.-a s LY%I��Y - -/ f/�at+ -/ - -- O O a w ?Xr' L C G�/% AA \* _J �J GC ZF > v/"' /Pe -r#W/,S�'T FS S ti o n~¢ ¢ IJ Z -- * I� �- r .Digs x 4" aWP , W g�, GL A 5 TO t� z 1 I ! I I I r I UI t :f} of C, a L01- 77 z ii¢. ` I I � ) I I t — r� � /'\ � � I1f I _... __J I c�GQ�,� �(Yv��+%��J%f!N/Sf>��L�N��.L1-• C/� � 4' izov� U - i - --- - / 4�5 E iC.oL .'' C� a W _ w z �•_.__ ._�-_ . .. __ _._ • . ' ' �._ '� � 1 , u j -� Lo L _�.__. N Z w a o qua L ,+,+ u A �'�/v W N — -_ , ,�,�•' `-- — _ __ t$- --- �+ _%,,� .. .�. , rS 1�YrgF ,c� S %�sr� -S� �T 45,'90//35 a� " �. w ¢o y �o� n�talL blvin�rz wa��5 1�'IS+��'S ,3YG.�, ;n.w. �•S. \\\�- T - �, ` -I•TL.G•V\? 0 � z Z X°Z u- • - -- I -p (N (,moi.) �_�i 2.1'�I I -!-� I �j,, �' ___ -' -� (--- i ¢w("° ---- =--- �j �a� 4.4' I i g2 3 01 oz I� - ' H►oiH �►1�I r� 5'(o�P� O C.�w 1 II 1 E - b . 0nrw -�' �2 21•�I1 �j0!->7 I i ' �L f ---1 ' i -- --- -- - -—_ - --- - -._ _- - --- -- - tom- 0 a a u Z ^ t \ ww ZF � ply i I�.�. WpUh___._._NhI_1�--.�1TAzo�� ^--� J o�_°3 , �Zw�U uj cr ¢ooa — 10 blv I J'�I� Wp`I.L/ '�pNTE�-/�►��h i�,�hu��l -r(c1 �� Pi v I��flf- Wl -L L� �N�� • -Tar�r ro 1x 23 LL H1. WPu. i ar {� S �•\� x �} j _•• t7IV l fj Z I�p L�,/ {�I�i I.v�Y 'I �T v}=t'� >71,311 N �d T°r 0f GAr' T— -- �. }� l --- TO( -- .: - \ -- J 77- �UU• HT wAL4, j I CREW ROOM OPERAT ON PRIDE y , m r9v "1o0 MARKS SEE �'iFEET D3 �- Ixf* af(w"a.�e70wlw.. wY.,iR/ lIY tw�r aN 4 •w l14R.1H i'h.l• 0 hJ 11lAI.ATlN 1�.1:.��'Y F;RE MARSHAL OFFICE / p . . . . . . . . . . . • . . . . • . cc =p -* _ .. ,- .-. ._..._ - . -a.__._.... — "► -- _ _.. _ .. CONDI;or�ALL.Y APPROVED � - 1 APPROVAL Or PLANS 13 NOT AN APPROVAL OF OMISSIONS i:R OVERSIGHTS 140 � sCEkir ETTER. . . . ( v t I}(.M1,a EkAMI co D E _ rryy �� —._- . , s � .'1• � . ' Ill 1 i 1 c9 P OPER ION PRID \ 4 0 #EAIIN9 RATIO: t g.wt•�rr v , ttATE: + #AILE TOPE: +- -� �/y� �. _ -- .- •�Il:fin �.,y3•i�1t�'' 3Y �dlJt� `j.� I : oNe•e Ir�! � � 0 ' J U r_ z TNRSC� l' i + lL t I I NKIN CMAIRB W z FIVS'S UM W J i 2 U 1 N HANDICAPP16 �_ --_-^-- IL'1' MENU BOARD u KEp LIOHT SnOWN eLuF -4, ----•._ _ __ —_____._ ► ( Br SHEET NO 1; YALLOW D11,1 Y RUSE GIREEN ALL DIMENSIONS40 (yAN MIND BOARp Ft1AMETYoe CAI CREW iIOOM �N_✓ No F T{.._.. r.� D L.,L.I ._ . 1` f I1. _... --._ NO.O e�M bHAWING NO. FEV I O 1$1--85 Se►vre Ir�c • ....• ,..,ter.+ n,.unaW..r,r..,, :.I..i.r..+.......w.....• �-- _ ..,.. k � � d ' . :. c • C , ,.y.. ..„,nrw-•w ._ „w.u.M....tl,Mw*u•u..,. +wwro7Yw5r:M.k a� r 1. '1 6 : ' b ' r IF 'THIS DOCUMENT IS LESS IIIIIII IIIIIII 111rtI'I 111'111 ! IIIIIII I IIIIIII IIIIIII ( IIIIIIIII III III III II ! III III III III 111 1�1 III 111 III 111 111 111 ! I III III IIIIII 1�I 1II 1111111 I ( I III IIIIi'ti LEGIBLE THAN 'PHIS NOTATION, 1 I I 2 I � I I I II I I I I l II I I i OCTA - 26.E 1 `� ” �- - -- - --�--- -- 4I— - --- -51- -- — -6 - I 7l I $ 9 10 I 11 12 G CR 93 _� IT Is oU>F 'ro THr. r�uAr,I�'Y c)I .• .. THE ORIGINAL DOCUMENT. -- '-- - - -- -- ---.----- �£ 6Z 8Z LZ 19Ti �Z fiZ £Z Z TZ OIZ 6i BI No 36 Li 5I fiif [ ZiiOi 6 d L�� T11111 Illi IIT11191 II I!�II IIII�I I III IIIIIIIII IIII IIIIIIIII IIIIIIIIIIIIII (►►IIIIIII 11IIIIIIIIIIIII IIIIIIIIIIIIII 11111IIIIIIfIIL,IIIIIIIII IIIIIIIIIIIIL Illi lu IIIINII� 1• . fit C, PLS Pit 105 THE MONT OR WINDOW LL t. 1 I To VVA}�( rXA�-T b� aN I �.ar.I�TIoN -'---- --------- -- 1 � .� o BALL � I - s t 1. 1 r, 1 -9!� .V 1 711 � I�� ._..) Z Lb 5 •�5 ,, cr ML moi' ] • _— '------- ----� I d ,, Y - o w��Il - lij 5 hr a r AN*EIA.DECK Alla EATING COUNTER BY G.C. ft �- ,.1 -_ '�.. ,� '�'� -- __._ ',�-` �� r r-i ,f •w ,�.. :, �� ' �caA�nN „ /� ��`I��Wf�N<a I'-_SII r - ° � uj u s r r \ I N coN I a W b E 4T LL <w fM IL - ¢ 'n a 1C _ PPP '� zcr .,r,• II tt - L �)h)I'�}I - �L S,,I 0 0 o N c� / I �o z Lu °' � �•,\ ' `� a _u;i � 0 � .�,. _ ; � II � Inl�f�� p�Tl� _ � ro ao o Q=z cr �, �Ta1nM ��' �GrAi• 1 ,y .!'�G• _M �� -� 1 l I II I \� I M 44 Oj> 1 N I %� �C I ` �X l? — -{►V j0� p0 aoa .fir ��lw��n� r�� r•�+��.�s��Y./i��Y•r• . .-.._.—'�..— r —__._ tr _ -- J{{{' y4 �. — .\ ' 1 I x •� ! �1 �I.V, PC "'✓� ` , �� -Z w v) • .r��ar�.,wr�a _- ...—L---.-.—_�_. .. _.._-.._ ^4�Q! SII - >S!1� v f r 11 .'1Iu- 1 -fr + Q�J '� N �cn�wo -- ---- bETAIL.. { LLj a o U LL, � I 1 . • 11 i r Ir �� t I , s I f I '( 1 •�, ♦' L� - _ -- _. - j•- •.�- I / � ��n - �2 O d �O 'Oi1 Ilf.Sl. }'.�j ✓)�'!(�,{.. I '3 -t 8.4, 1,.. a -_ _.._-. __ l �, A I w - - _ ,�` _ I � o¢ L *y 404 j� ! � , µ, � � � -__-II ----� � �,t�T � eNr�- '� Q N � Z W g ,` �, I 11) wwz k G } Q � :0 _ — __ •J _ - � r, I ► , 4 p¢w .� 1 jAA�QQ '1�c Lu _ a 0cr - I -� PAIN •�` �� • � � I � ��#G� bININa u''►�/ti� naWN God; vv SMI �" A Emu al�ir cI-/tea, 0.4.4FOO+�T To �P Op TOP SpA',-td r�?e.�l �,�, out �'�u.. C __; �V "\ - - - :-- - �•�� . �-i' o.A, ��r -tv� �7�P �P- � �- --� �" (SID C�4� '�� = �`� Iom z � �-� �f�►rx �ldu,� � ; 1 , } �r � I tC ,�' �'I r d.�'++ tT' ..__. -- \ u�: M c� I • PT WMERE OTMMW DETAIL > SC V■1–0" �C Ldp I ., ! II l I q� a 0 ..., < m� H J \ °ch '—►�a1�11�N7� co w U N I -- i 0- 1A O Cl) ri7 e' s 0 2s z- o roar DETAIL 3• 11 �/ sc. 1 ,N 1,•w�.• J LU N TAS'� �It� I - 'Z-x�- Orr" r w w Z �iL r � WiAh�� w � w = W Fly SHEET NO D3 I FERRY P01.)1. DRAWING NO REV �Inc • ._,_�_. 181-89. SemicIOOfMv 1260011 :i ,. ' .,r�;. p • I '• : �j l�ii r i ,j.`1..: .... ,rlN,l•rfd.;z.....�. '+M.rnv,. m,.y ,.r74.rsMK� A7Xv. 1 1 �".. ... , ,•crr ,cr ,' , .. � ... .. ,' ... -. _.. p+�.". .MSM•�A,I..Y.1191•.II�N..M►n•ggI,N4- .._........-.._,;..�,.:�....:3•'.+..::w::,_._,_....,..:.. _ IF THIS DOCUMENT IS LESS ' I ' I ' I ' ' I ' I ' I ' III + I � I � I �I 'I 'I � I� III IJ+ IIII IIIIIII IIIIIIIIIIIIIt�IIIIIIIIIIIIIIIII III III IJill �I�ljllll111111lll IIIIIIIIIIIII�jI� IIIIIIIIIII IIl IIIIIIIIIIIIIII , IIIIIIIIII I i wT��11 �^ egg •° LEGIBLE THAN ;PHIS NOTATION, �---_-1 - 2 I �----------4� ----_ "L---_--__.___ 6 _— '-1.— I,I II��'1------------='1_ ��___`—.._1�._—_ �� OCTOBER V 4 IT IS DUE TO I'IfE QUALITY OF No 36 �, �. ..,. THE ORIGINAL DOCUMENT. -.___ _�.__ ..__ ___tril _-__ - -- -- _.-- —.. __-_ --- ....._-- _ _-- --- __-- -- -_� ` 01E I IZ f 18�Z �;Z E;Z ?Z TZ I �Z 6Td 9�[ G�i`` 9T I S�I I fiI + Ei Zi i i O�T�III �I �8 �I �8 4 Ii ��' � I�II,,' T971IIII IIIIIIIII IIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IlllIllil.lill�llll 111111111 111 11 1 III1�1III 111111111 IIII i I_IIIII III IIIIIIIII IIII�IIII IIII IIII IIII IIII. IIII IIIII;III IIII IIII IIII IIII IIIIIII III IIII illi IIIIIII IIl11Wf IIIIINIII �.a a w G u 3 m co rn ry MEMORANDUM CITY OF TIGARD To: File From: Brad Roast, Building Official Date: 8-13-91 Subject: Handicap parking, Mcdonalds, Scholls Ferry Rd. The attached drawing shows the proposed relocation of the handicap parking stalls at the above locations. The proposed design is acceptable. Bruce Breenina Construction Manager Shareholder Jft&nA11CM at McDonald's Corporation 5000 S W. Meadows Roar, Suite 200 Lake Oswego, Oregon 97034 Voice 0811 503/684-9334 503/62,4.4110, Box 127 Fex. 503/6244105 0.Mb m grwlM hl� . I i I i f 1 ,lN i O� I � Pt',�•ca�.v c.l FIAT 1 tq -- - �1 A� 6P4 f} I I �� I .J `�. til � � ',•�' -� 2" � ,39�, oma ' yam\46A 1; c _ jib' B' -� r • I - s ' ji.7 t I;'] Iia•'19�( .Y.' � 1 �� f/ z�' f• SII'J.�.>4' / •Z T' ,` AJ 0°05'4.'_" W J7G . 4�+ Aj 1 iI I 9:Ael T / '� CERTIFICATE OF CITY OF TIFA RD OCCUPANCY GITYOFTWARD PERMIT N. . . . . . . s 131JF"30--0090 COMMUNITY DEVELOPMENT DW#,8Tj40 OREGON 13rz5swiwiBW, Po.Box za3w, rp.rd,on 97223(SM)639-41 - Y DATE ISSUEDs OJ / 14/91 —_ SITE ADDRESS. . . t 12 388 SW SCHOLLS FERRY RD PARCEL-s 18134BC- 00401 SUBDIVISION. . . . r ZONINGi C-O BLOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . s CLASS OF WORK. sNEW TYPE OF USE. . . sCOM OCCUPANCY GRP. s B2 Of*CUPANCY LOAD s 1 50 T FNANT NAME:. . . s f:'emarkss Construction of new restaurant w/drive thru, sparking, etc. Owners -- --______..___--____-_.__._.___-_____-_ MCDONALDI S CORPORATION 10220 SW GREENBURG RD. 9U I TE 250 TI©ARD OR 97223 Phune Ns 293-0000 Contractors .TAMES E. JOHN CONST. CO. 7223 NE HAZEL DELL AVE VANCOUVER WA 98665 Phone ## 283--5363 Reg #. . e 63261 Occupancy of the above rega.renced building is hereby piven, anti r-ertifies the conpliance with the State Of Oregon Specialty Codes for the group, occupancy, and use under which the referenced pat-pit wa-q tgsl,ed. FIRE DEPARTMEN7 RU I l_D I NO PECTOR + POST IN CON8PICUOUS PLACE W W A # INSPECTION NOTICE City of Tigard Building Department 13125 SN Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rae-O-Phone): 539-4175 nuniness Phone: 639-4171 Inspections ----- Footing P1bg. Underalab Mech. Rough-in F.ppr/Sdwlk Found. Plbg. Top Out Cas Line FINALS 1I� Past/Beam Struct. San. Sewer Framing -Bl Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. Date Requestede —Times AM Address: Z 2fS Permit ft F0-4Q e-')7 U Rudders THE poliAMINO CORRECTIONS ARE REQUIRED: Inspectort_---r L- hPPROVED DISAPPROVED APPROVED SUB.IRCT To ABOVE Call For Reinsp. McDonald's Corporation 5000 S.W. Meadows Road Soite 200 MCDOnaiiers Lake Oswego, Oregon 97034 x;03/684-5'34 January 11, 1991 George Steele City of Tigard 13125 S.W. Hall Blvd. .�i�ta.u, 1�le�t,v11 3 REF: McDonald's 12388 S.W. Schol.ls Ferry Rd. Mr. Steele: I am writing to confirm that a exit aisle will be kept clear of conjestion at all times, from the kitchen area to the rear building door. This is to facilitate a clear and safe exit way in case of emergencies. This issue is of upmost importance to us, and I hope this letter will satisfy your needs. Sincerely, Bruce Breening Construction Manager 0439c/pd ! FOR .•_ �I ^r) A.M: OATEN M. OF---L-� PHOK- AREA COM BER KXTENWM RFABECALL CAWTOMYCU WILLCALL.ACAIN_`-_ -- yWA}RgMMYOU�J mmxmiwmT YCIJFIQNI �IALA11FN110N MESSAGE �J SIGNED C , FORM 30028 IOFB 1 i ■r Wy ■ ■r w rr +�► �r a r A,L, i t-ti c 57H1ir`� SC_t..vG- UA-P 1 L1 •�.- �J 11:i. V z ow W-jusWUL,T wi W *va r SIGN PERMIT PERMIT #: SGN90-0072 DATE ISSUED. . . . : 09/27/90 EXPIRATION DATE: if /j'7/ifD PARCEL• •• • • . . . . 1S134BC-00401 BUSINESS NAME. . : MCDONALD'S RESTAURANT ZONE. . . . .. . . . . . : (:-G SIGN LOCATION.. : 12388 SW SCROLLS FERRY RD RPPLICANT/AGENT: 3-R RESTAURANT CORPORATION BUSINESS TAX NO: Y ------------------------------------- -,--sages----sasses-s-sz-szss------s-= SIGN: PERMANENT ( ) FREESTANDING; ( ) FREEWAY ( ) TEMPORARY (X) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 4 ' X 4' TOTAL SIGN AREA. .. . . . : 16 sq.ft. WALT. AREA.. . . . . . . . . . . . s q.f t.. WALL FACE (DIRECTION. : NA SIGN HEIGVT. . . . . . . . . . .t 4 ft. PROJECTION FRCM WALL. : in- ILLUMINATION. . . . . . . . . : n_ILLUMIN'ATION. . . . . . . . . : NON DESCRIPTION OF SIGN: A temporary 1.6 square foot si.g1l MATERIA-LS. . . . . . . . . . . . . WOOD EXISTING SIGNS. . . . . . . : ELECTRICAL PERMIT REQUIRED: NO BUILDIN , PERMIT r— -jD. _ : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10. 0 APPROVED '3Y: _ _ __ �_�`��/w i �/�-��•/�-l�_ DATE: 09/27/90 �6L�. oo?2 Permit No. CITY OF' TIGARD PLICATION SIGN PF�'I' in the applies for a [�-��it for the work irxiicated or as shown 1'he applicant herebyrartd pecifications. acny�! plans ( ZONING: --- --- SIGN LpcATIOIJ ADDRESS: BUS1, NAME OF . /1 �;,jfp�1Y: l\�c�c�r�A� PHONE: c T. �------ APPLICANT/AGS: st be kept current on all ses an aruival D_Isiness Tax which mu- business tax?• The City of Tig iso Do you Presently have a current persons oing L,usineas in the City. YES (�) NO ( ) U.L. Label # s_._----_------ _.--- SIGN: (Chec}c as many as apply) PROPOSED SIGN: ( ) PF.Ed�iANENr ( ) FREESTANDING L�c'I'FtONIC ( ) WALL BAI. N ( ) TEMPORARY BILTI30AFD uniER ( ) MWIRpTION )ATE: SI(I DI 04SIONS: �,. z-r T'TAL `SIGN ARPA (Sq• Ft.) : �(� R6 -OD�Z WALL AREA (S`1� k t, �-<`- - ` - WALL FACE: - 5 HEiICjiT (Ft) ,7ECTION FROM WALL:PRO _ ILO]MINATION: YES ( ) NO �<) TYPE: !_�----- _ ---- DOPY: MATERIALS: --- _._-- p{I,OTING SIGNS: ---- I{OW MUCH_---% ON: APPROVED ADKINT ( ) ISWIVE EKCE'PI'INSA ( ) HEIGHT -t anied by a scale ��r All sib Ic� t p be under Plan' If work authorized FLANN - drawing and P keen ailed within ninety ING D _-- Permit Fee: a sign Permit not of the permit, the F,ermi.t Rec ei No - - days after void. _At, rove� - shall bExxn►�e null and Date_— RDED OWN�R OF `I4iE I ��I'IFY Ti-IAT I AM THE RDOG EIBCTRICAL PENT �WpEWy OR ENT AUIHORIZE� BY T � HE E . PDQUIRID: YES ( ) NO / BUILDING PER41T ) NO ( ) � iiicant Si tuxe 3 S' YES MQUIRED Telephone Address 97070 N:\WORD\CGM \ "IR MRKMIMMEJEEMERAIRMLmota MLMRALP� :.-TTY OF TTGAPD RECEIPT OF PrWeMEMT P;7(-"' rP7 7 CHECI AMC(AH I IAPIE MCDONALAPS CAE.4-: AMOLIAT E,D F E 12'.eG SW 3CHOLLS FEF'r-,'e RE' PA11ENT DATE ")B/ OF PAYMENT AMOUNT PAtri PURFOSE 01" PAY1,1E1'IT AMOUNT F,Ef*,.,tllr, F 1 00 S'(3N TO-4)072 4 ILI P:,MtllJr,IT P .� 4uPGtMMCy0 010 7� 1h�' " !rTw.�QI11M11r ,6M1NKM iiia A M;:,'V,.W �ptIN Vq� \ 'FUALATIN VALLEY FIRE & RESCUE AND C BEA_VERTON FIRE DEPARTMENT ts FIRE MARSHALS OFFICE (503) 526-2469 d R R POSTED OCCUPANT /J�r ' ! ' , CGNTRACTOR _ _ BLDG. PERMIT (k PROJECT NAME PLAN REVIEW di LOCATION / —• JURISDICTION: 1= Be. 2= Du. 1= A.C. 4= Ti.. 5= Tu. 6= Sh. 7= Wi. 8= CC; 9= WC 0= PSC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other Date: �' Inspector: I : 1 1 INSPECTION NOTICE City of Tigard Building Department P.U. Box 23397 Tigird, Oregon 97223 Phone: 639-4175 'Type of Inspection Date Requested Time _ A.M. _ P.' Address .� _ Permit # Owner y`_ Lot #-___-_-__ _ / l BUllder The following Building Code deficiencies are required to be corrected: Or Presented toApproved Inspector — — Disapproved Date CALL FOR RF,INSPECTION ❑ YES ❑ NO I INSPECTION NOTICE / City of Tigard Building Department P.O. Box 23397 Tigan', Oregon 97223 Phone. 639-417 55Q�� I Type of Inspection Time K �M• P.M. Date Requested. L vn L �� r Permit #� Addrass _____---- Lot # owner — -- — – ---- r BuilderThe following Building Code deficiencies are required to be corrected: -- — _yApproved Presented to — �� Disapproved Inspector Date CALL FOR REINSPECTION ❑ YES ❑ NO t INSPECTION NOTICE i City of Tigard Building Department / P.U. Box 23397 Tigard, Oregon 9723 Phone: 639-4175 a.. � . 4 Type of Inspection C --� — c. i Date. Requested �' Tim A.M. P.M. Address �ermit Owner I)1 EL '?c " Lot # Builder The following Bui;Jing Code deficiencies are required to he correcte6: IF Presented to ❑ Approved Inspector _ ❑ Disapproved Date __ /,c: ... Sea CALL FOR REINSPECTION EI YE8 CJ NO -W %WiL W A VWM '"- ARNMEA Affmlj�nq&= Apia CITYOF TI�ARD WYOF TWARD COMMUNITY DEVELOPMENT DEPARTMENT ro"00N PLUITIPINC; 13125 SW Hell BW. P.O.Box 23397,Tiqwd,Oregon 97223(543)8394175 I T It. a PUP90-0090 639-4171 1)A T E. ISSUED.. 0810911-.)0 '; 1rL ADDRESS—. : 12388 SW SCHOLLS FERRY RD PARCEI-2 15134EIL 001401 ZONIN13.- C---G 131 OCK. . . . . . . . . . . I-Or. .. . .. . . . . . . . . . C`LASS OF* WORK. .. 'NEW GARBAGE DISPOSALS. . : MOBILE HOME SPACES. I Y PE OF USE., . CO 1`1 W 0 S)1-11 N(3) IYI 0 C 1-4. . 1. F4 A C I/I F L 0 W PR I`V III I R',.*;. 1. 0 C C U PA N C Y G R P. . :Err! PLOOR DRAINS- - -. : 10 TRAPS;. . . . . . . . . .. . .. ., •. . .;TORIES. . . . . 1. W A'11.R H I-ATE R G. 1. CATCH 1-:'I XTURES- LAUNDRY I RAYS. . . SF RAIN DRAINS. s3 11-4 KS. . . . . . . . . . ...2 URINALS. . . . . . . . . 1. )RI."ASE TRAPS. . . .1. I-AVATORIES. . . OTHER F-IXFURES. . . . . .1. ruH/sHowERs. . S E.W I-`R I INE (f L) . WATE'.R CLOSETS., r4 WATER LINE*. (f-t) . VI GHWASHERSi. . . . :! I P01.111 DRAIN kc-nia'6ks: C.orist-ruc.-L-ic)r. of riew -restA%.t-ra,)t w/cii,j,ve twrLt, -�-tc.,.. New pc-?-ini:i.t add i.rty I:)aCI-JIc)w ............. -- ifl'l DONOLD' S CORPORATION type A M C)U 11 t Icy date -rec pt 1 (62RO SW GRE.E.NBURCY' RD. GUTIC' 250 PAYM $ 26. JI.14P8/09/90 VIRPIT $ 25.00 TJrj,11RD OR 972P3 5 P CI $ 1 . 23 1`hc)riL- #: 293-0000 l.,c)ri t-r a c t o-r ........... 1()IIIIES U. JOHN CONST. CO. NE HAZEA., DFLL AVE )(INCOUVER WO 98665 .............................. --- ........... l'1)c)l1f3 #.. 283 5 3 26., 25 TOTAL 0. 63261 R EU U I R E 1) .1 NSPECT IONS This permit is issued subject to the regulations contained ill the TOP-00C Ins p ....... hoard Municipal Code, State of Ore. Specialty Codes and all other F'i ri t I T rt is pec:t i rant applicable laws. All work will to done in accordance with approved plans. this permit will expire if work is not started within 180 days 0 issuance, or if worP is suspended for more than 180 days. ......................I...................................... ............. ............... ............. . .....................I--.......................- tie d .................................. .......... ............................. ............................. ......... C'AII for irispr?(ztion 639-41.75 1ww WWI lh� f1t tib 11t CITY OF TIGARD 13125 SW HALL BLVD. (��;�Z�� I I P. O. SOX 23397 Al4ili(-ants must Ix'kf Oregon 2cglstration to conduct a plumbing TIGARD, OR 97223 l x nu'r-v.ox must be property trwrxYloperatw not hiring outside help. � -------- -- (503)6351-4175 Named : k) � p fD -nt r' Plumping Permit NO. - — ►�A _ Acidness Description ORS814-21-610 --- - - - --aJnN PRICE AMT. Jot) Tax ld Map.Na. - - -- - Addneea FIXTURES _ - l�ol — Olodc StAAMslon Sink --- 7.50 ---- _- ee a na"m o7T-s'utessj----- lavatory--- 7.50 rn Tub or Tub/Sfwwer Comb. 7.50 fofaTii'g ----- Shower Only - 7.50 IN Close) 7.50 Owner CJtylStete`-- Zip . - Dishwasher 7.50 --- --- - - Phone Garbage Disposal _ - _ 7.50 - Name Washing Machine •7.50 Flax Drain 7.50 xg - ass--- ------ —Phone--- Water theater i _!- _ 7.50 _ law-bdryRoom Tray --- 7.50 occupant City/State ZP Urinal 7.50 -_� anile Other Fixtures(Sr,aty) � 7.50 � � 7.50 - - Ad&h Phone -- 7.50 7.50 --- Contractor City/Sate _ZIP - ( MISCELLANEOUS - ---- City Bus.Tax No. Snorer 1 s1 100• 3000 lates.Boar� _ tele xr�ierrs Das--TxC. Sewer-ea.Adde.100 - - 15.00 - (Resdential) - t Water Ser44ne 1st 100- 20.00 - -- t tx'reby aclavo wledge that 1 have read this applw-atlon.Idud the k't0m%8dat Water Service ea Addit22)r 15.00 qrvr n is correct.that 1 am regis(eredtvilh the State Builders Board.and also So"6 Rein Drain t st.100' 30.00 - —-_ t.ave a State Pkwrt*V kxsnse that the ruurnbers given am Coned,that an --- --- - - p urrim g work will be done in a cordansoe with appkceble prcrrisicx-K of Orc- Storm 3 P:in Orain Add'A.too' 15.00 gon Revised Statutes Chaptem 447 and 693 and applicable Codes end that Mobile thane Spaceno help will t'e en'ptoyed tx4ess soensed under ORS 6113 (11 exempt fmm -- - - State registratbn.please give reason bellow). Back Flow Prew"Idor' tIOMEOWNFRS-I how"Certify that I am the owner d the property der Davio°or And 41oflAion Device 750 -- "i-ed atx-^".at vO*rh 1:adon 1 propose to make a pkor k)kV lr stAK86 x'kw Any Trap or Weatn Not my own use Aral this pnXwty k nal bek'g onr'strvcted kx sale,lease or(eit. Cenr'edad b a fixture- 7.50 - Ca"Ilasin 7.1."0 - ---kap.of Eudet.Pkxnbing 40.00 Per Hr. - ------ --- -- --- --- Sfed alty Requested MsPecdon s - '40.OU Per Hc - - --- -- Rain Drain, - 15.00 Sing).c Fam. Dwlg. - — AUT'H(Y 7-ED SIGNATURE 0e6aibe wak new❑ addition❑ altetntion❑ repelr(] — - -- tQ be done residential 0 non-mskWt ial(1--- --- - MINIMUM PERMIT FEF 25.00 Uxtsbno use of ladling(x proporty__-----.---__-.-- --- SUB-TOTAI. ")dead u"of 5% SURCHARGE txrlk by of{xt.)Pwty-- ---__-- ----- --------- 25% PLAN REVIEWThle pom*baoonwe nail and vokt M v+kxk or oonaauCtfon authorized is not Corr TOTAL mommd*"*i 1 f10 clwyw.4w M oenatnAcoon rr work V Muafsrwww or otxrkkxsed kx a parkxl r'f IW nays of airy flew afiwr-v.r�rk la crxnrne.x 7 Date ks-Iue+<1 _ _--.__---- by Cir F"'AYME-NT PEGEAPT N3- ,-'I TY MOUNT 2,5 C,AS�i AMOUNT SE BYPEE 5ust7 Iv I T,I ON OP I Ij t IT PA 11) F'IJRF'OSF OF r f) (mEt,,rr Atm'. FA I D 0 F F-A e M E N 1 i. PERM 41 SW FET+ AMOUNT POTD TUALATIN VALANYFIRE & RESCUE �P•�1N Vq�� BEAVERTON FIRE DEPARTENT M FIRE MARSHALS OFFIC • POSTED (503) 526-2469 S OCCUPANT `BLDG. PERMIT 11 -► �/O CONTRACTOR PLAN REVIEW --------,__-- PROJECT NAME ? o yf3 / ��►� LOCATION •C Wi 8= CC q= WC 0= MC JCED RISDICTION; 1= Be. 2= Du• 3= I` C 5= Tu, 6= 511, i= .•_.,..�._.___._�_.,. ATTEMPTED FINALI COVER FINAL SPECIAL FOLLOW-UPIREINSPECTION -1 ❑ Sprinkler Syste►n Separation Walls round) ❑ Fraroin�; ❑ (OverheadlUtiderg Fire Dampers ❑ Shaft ----� d' Extng Systems ❑ ConfFrence' Hoo ❑ Alarm System ❑ Other ❑ Ceiling COVer ❑ Sp►-3y Booth ,0-v rV r �Z -v�r L) U � , 1, �r �! ► f NP, " s No - Inspector: Date: Y INSPECTZN NOTICE o- City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone 639-4175 , 11 Type of Inspection _ -- Date Requested Time //_ R.M. P.M. Address Permit # a� Owner v BuilderThe following Building Cone deficiencies are required to be corrected: -- T Presented to -- - — ❑ Approved Inspector —_ ❑ Disar,proved Date CALL FOR RL:NSPECUON ❑ YES ❑ NO ...,wl vrv-:Rqa'}I '►lY�:'YR""','*"�'"�1.P +R°!4 IMo'i'.i°'I .'11MI'{','"'p�' t+1 A"c+a,'� /+a'""''n'. +:ttY+�+sirwtvsw+rdraw5� ct- �Pt�H y TUALATIN VALLEY FIRE & RESCUE AND BEAV_ERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE !i (503) 526-2469 POSTED: rqF 4n OCCUPANT V CONTRACTOR BLDG, PERMIT It PROJECT NAME PLAN REVIEW 0 p LOCATION b 5 JURISDICTION: 1= Be, 2= Du, 3= I:,C�4`�-� - Tu. 6= Sh, 7= Wi. 8= CC 9=^WC 0= MC COVER FINAL, SPECIAL FOLLOW--UP/RFINSPECTION ATTEMPTED FtiIAL- ❑ Fraring ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Hood' ElConference F] Alarm System ' g �ysterns ❑ Spray Booth ❑ Ceiling; Cover ❑ Other _ _... � c/C�'r� �� o t ��+-P � �'Y� tg1r✓.�„u.,,(/1�3 ry�-G �'r� -s . �IIJkdo AoY �vfvCTi0,-' . u Q &7l/ s l�rY --� c "1 OD1Z 4f r4j ,_1 l/ v/II-e Y 1 I_ /V n 1 a c r- u f` �k J J f; Date: V Inspector: l/L/'r INSPECTION NOTICE City of Tigard Building Department �" �. ly IT? P.O Box 23397 Tigard, Oregon 97223 Phone. 639-4175 Type of InspectionDate Requested Requested_ __ . " py Tima.___. A.M.___ P.M. Address _ A r�.��Q� -- — Permit Owner ��S T�'r" �" Lot Builder --- The following Building Code deficiencies are required two be oo�rreeted: n —7'` C� - 7 n .ti-tt� L r Y 7� -�jr.cr lrc� 'Af F' 7 JA- 1 4(- co / Presented to 1.1 Approved Inspector _ _ _ _ Disapproved Date CALL FOR REINSPECTION i�r'YES ❑ NO P�ptl�l Vq�C TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT C?® FIRE: MARSHALS OFFI(_;► (503) 526-2469 POSTED qF ARE OCCUPANT CONTRACTOR BLDG, PERMIT 4 PROJECT NAME PLAN REVIEW 4 LOCATION JURISDICTION: 1= Be. 2= DuJ3= K, Vit:-� -' b= Sh. %= Wi, 8= CC 9= WC 0= MC 6—COVER FINAL, S FOLLOW-UP/REINSPECTION ATTEMPTED FINAL El Framing Separation Walls 0 Sprinkler System El Shaft El Fire Dampers (Overhead/Underground) ElAlarm System E�--ll Hood Extng Systems � Conference El Spray Booth L 1 Ceiling Cover F] Other i~ o-, C-- M (�t '(� - - e- p L-. Gy �.zc- a t--,L2� 1 Date: Inspector: ..,- fsM.,.. i.+;wrl.-yliP,.W�'tiy/�yyil�• �JP4P'IN VA�� TUALATIN VALLEV FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT' C� FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT CONTRACTOR BLDG, PERMIT It UG ov PROJECT NAME t n PLAN REVIEW 0 LOCATION JURISDICTION: 1= Be. 2= Du, 3= IL,�.. 4= Ti. 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC J= MC COVER FINAL SPC FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing Separation Walls F] Sprinkler System �l Shaft Fire Dampers (Overhead/Underground) J Alarm System Hood' Extng Systems El Conference Spray Eooth Ceiling Cover F-1 either S 4 Uf �Le, i V Srt/�_'s Date: Inspector: TIGArn BUILDING DRPARTHENT Request for FINAL approval on project. DATE: -3 'There has been a request toive a final approval and occupancy permit for the following project: .�c 1 Please check your respective fild find verify iY there is any outstanding items that will prohibit approval of the request. If the request is denied, please inform the applicant (or appropriate party) whet needs to be don-: to obtain the approval. Planning/Engineerin4__ Request: _ Apptovil"Y8 Comments: ✓l the �i�P_ 1 PLEASE RETURN TO THE BUILDINGi DEPARTPpw OJ Y WHEN APPROM 0 • M, r Recp:estesd By: i r/tbu i.ld-d.BF: TIGARD BUILDING DEPARTMENT Request for FINAL approval on project. DATE: _-- There has been a request to ive a final approval and occupancy permit for the following project: 11r c -- / 90 Please oheck your respective file End verify if theme is any outstanding items that will prohibit approval of the request. If the request is denied, please inform the applicant (or appropriate party) what needs to be done to obtain the approval. Planning/Engineering Request: Approved By: Z., CUoaunent s: ...— _Z __C1L1___ � IAN,, IT7tQ PLEASE RETURN TO THE BUILDING DEPAF.TMENT ONLY WFiE,1._APPROVED Requested By: jr/tbuild-d.BR TIGARD BUILDING DEPARTMENT Request for FINAL approval on project. DATE: There has been a request to ive a final approval and occupancy permit for the following project: 77•' _ Please check °your respective fl1.� nd verify i`E them is any outstanding items that will prohibit approval of the request. If the request is denied, please inform the applicant (or appropriate party) what needs to be done to obtain the approval. r Planning/Engineering i Req::est: Approved By: i Comments: PLEASE RETURN TO THE BUILDING DEPARTMENT ONLY WHEN APPROVED Requested By: _ jr/tbuild-d.BR 1 ,W Me IN IVR INSPECTION NOTICE City of Tigard Building Department P O Box 23=97 Tigard. Oregon 97223 Phone 639-4175 Type of Inspection _ Time A.M. P.M. Date Requested �� Permit #_ Addre Lot # Owner _ Builder The following Buildiug Code deficiencies are required to be corrected: ------------- --W,%pPrwrd Presented to - �- -- _ ❑ Disapproved Inspector/ --__— �f C� Date w —� CALL FOR REINSPECTION C� YES L. NO INSPECTION NOTICE r City of Tigard Building Department P O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested A.M._�_P.M. Address 2s IF�J_ J Permit *kL yC� Owner , ot Builder The following Building Code deficiencies are requirer' to be corract,v: Presented to ,approved Inspector Disapproved Date CALL FOR REINSPECTION 11 YES 0 NO INSPECTION NOTICE. City of Tigard Building Department ✓/ P O Box 23391 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Time Date Requested Address Permit _1 cS ! _. � - # 0wner�11��1�'� �� --- Lot # Builder — -- -- --- _ The following Building Code deficiencies are required to he corrected: — — - - - - Presented to - /Approved Inspector Disapproved Date -- 1 CALL FOR RFINSPF,CTION F-1 VES (-7 No INSPECTION NOTICE ------------ ---�f-u City of Tigard Building Departmen' P.O Box 23397 Tigard, Oregon 97223 Phone. 639-4175 Type of Inspection _ 1 P.M. Ti DO ate Requested n - �•^ �E'X V �I - - Permit #�U Address Lot # — Owner_ Builder _ The following Building Code deficiencies are required to be correcte& r I - - C:•� Approved Presented to – - Disapproved Inspector Date CALL FOR FOR REINSPECTION [=, YES 0 NO INSPECTION NOTICE City of Tigard Buildirg Department P.O. Box 23397 Tigard. Oregon 97223 Phone. 639-4175 y� Type of Inspectiont- Date Requested__ r, G _ Time. ._A.M.` Address �3 3 '" -=�r�- �- Permit # Owner Lot # _ Builder_- ` ---------- The following Building Code deficiencies are required to be corrected: Presented to Approved Irspector _ _ I Disapproved Date l _ le — CALL FOR REINSPECTION ❑ YFs [A NO •� +� #w s �w w � INSPECTION NOTICE �sy City of Tigard Building Department � e:51-7 P O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 f v,^-P of Inspection Date Requested �' �- Ti M._ P.M. Address Qv -o n.53 ��/l; Permit #E Owner Lot #t Builder The following Building Code dofic) ncies are i, quired to he corrected: Presented to �/�' Approved Inspector Disapproved DateCALL ACALL FOR REINSPEC7 i ON ❑ YES 0 No INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 _ Phone: 639-4175 Type of Inspection Date Requested _ _._ Time A.M. P.M. � C /2' Address 1�,,✓_,_ ' Permit #�L 1`D 60.S'3 Owner - -_ _ _ -- Lot Builder The -_-- -------___., —_ The following Building Code deficiencies are required to be corrected: Ir r -.1 c Presented to Approved Inspector Disapproved Date / / -- -- - – CALL FON REINSPECTION j ❑ YES ❑ NO ? ,tea:�,.We►- ,rw�.w� r.vow[rY'd►a►MND,�Y�i�a:i ":;.vaG�i"�.+e'+9�+�"`�w '�^'"�' r.: ,.. .,,r ,P�PS%N VQ�� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT �J® FIRE MARSHALS OFFICE (503) 526-2469 , POSTED: 6R OCCUPANT CONTRACTOR _ -22 _BLDG. PERMIT Q i—" PLAN REVIEW 0 PROJECT NAME LOCATION JURISDIGTION: 1= Be, 2= Du. 3= I:,C, 4= Ti� 5= Tu, 6= Sh, 7= W 8= CC 9= WC 0= tiC ATTEMPTED FINAL C6VER FINAL SPECIAL , FOLLOW-UP/REINSPECTION Framing Separation Walls ❑ Sprinkler System ❑ Shaft Fire Dampers (Oveiheadjunderground) ❑ Alarm System ❑ Hood Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other i � r i� 0 Date: �� ) Inspector: k 1 aU111.OwA'wA mm INSPECTION NOTICE City of Tigard Rodding Department P O Box ;13:391 Tigard, Oregon 97223 Phone 639 4 ill) Type of Inspection ce", Date Requested_._� K ' ,4 'C! Time A.M. P.M. Address Permit Owner ��"; ,. , �.� Lot 1ik Builder The following Building Code deficiencies are required to be corrected: Presented to [J_Approved --- - Approved Inspector ] Disapproved Date CALL, FOR REINSPECTION 0 YES CJ NO INSPECTION NOTICE City- of Tigard BLJIding Department P.0 Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection ?� _ Date Requested G� % Time AA & P.M. Address ._ _ , 30�� )) ="=Z� Permit 4 _ 3 Owner Lot G .C1.1(f1_l,�:R.-[ J� — Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to _ _. Approved Inspector Disapproved Date CALL FOR REINSPECTION Cl YES ❑ NO 7i9WrIffAM W W � 4 INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Tytre of inspection Time_ P.M. �L` A.M. —_ Date Requested s� Permit Address Lot Owner #_ Builder The following Building Code deficiencies are required to be corrected: �1 , v 0 L(;: � . 2 - r � � Presented to Approvd � , Inspector 1�^ - [�Disapprov Date CALL FOR REINSPECTION [] YES 1 7 NO WASHING TON C'OUNT'Y. RECEIVED OREGON r P,Y 1 1990 May 29, 1990 COMMUNITY DEVELOPMENT Bruce Breening McDonald's Corporation 10220 S.W. Greenburg Road Portland, Oregon 97223 RE: Public Eating Facility McDonald's Restaurant 12388 S.W. Scholls Ferry Road Tigard, Oregon Dent, Mr. Breening: The Washington County Department of Health and Human Services has obtained the plans of the proposed McDonald's Restaurant to be located at the above referenced address. It is our understanding that community water and community sewer % ' 11 be utilized at this structure. Th.:, following is understood to be shown on the plans with necessary changes noted: 1 ) The plans show a r.ommercial high temperature sanitizing type, of dishwasher. Machine or water line mounted thermometers must be provided to indicate the water tf-operature of the wash and rinse cycles. These thermometers must be accurate to �z degrees F. The dishwasher must be capable of reaching proper wash and rinse temperatures. 2) The plans also show a three compartment sink unit. Erich compartment of the three compartment sink unit must be large enough to totally submerse the largest multi -use utensil cleaned and sanitized here. Drainboards must be provided on each side of the three compartment sink. One drainboard must be designated for soiled utensils and the other must be provided for clean utensils. An accurate test kit is required to test sanitizer concentration in the third compartment of your sink. 3) The plans show a culinary sink identified as item number 49 a food preparation tanle. Please be aware that this sink can not be utilized for non-compat.ible uses such as handwashing or mop washing. This sink is shown to waste indirectly to a floor sink. Health Services (503) F48-8881 Department of Health & Human Services Environmental Health (503) 648-8722 155 North First'Street Hillsboro, Oregon 97124 WIC Nutrition Program (503) 640-3555 Administration 8 Planning (503) 693-4402 rDD (503) 648-8601 Nage 2 4) The plans show a utility mop sink located next to the washing machine. A mop r:.ck is also shown. Please be sure mops and similar floor : leaning equipment are cleaned and hung between uses. 5) A handwashing sink is shown opposite the dishwashing area. The handwashing sink mus' be equipped with dispensed soap and dispensed sanitary towels or approved hand drying devices. Common (cloth) towels cannot be used to dry hands. If disposable towels are used, easily cleanable waste receptacles must be conveniently loca' !d near the handwashing facil'ties. The handwashing sinks must be equipped with hot and cold tempered water. If self-closing, slow-closing, or metered faucets will be used, they must be designed to provide a flow of water for at least 15 seconds without the need to reactivate the faucet . 6) 1 spoke with Bob Bates on the telephone and he indicated there would be 125 seats. Two restrooms are shown with a total of four toilets, one urinal and four sinks. The number of fixtures is adequate for the indicated seating. 7) The restrooms must meet all the requirements as described in the 1987 Oregon Food Sanitation Rules for design, construction and operation. The restrooms must have self-closing doors. Handwashiag sinks in the restrooms must be equipped with dispensed soap and dispensed sanitary towels, or approved hand drying devices. The handwashing sinks must be equipped with hot and cold tempered water. If a self-closing slow closing, or metered faucets will be used, it must be designed to provide a flow of water for at least 15 seconds without the need to reactivate the faucet. Be aware that there must be at least one covered waste receptacle in the restroom. 8) Floor drains are shown for the walk-ins, ice maker and beverage equipment to indirectly waste to. The dishwasher and any other piece of equipment utilized to place food in equipped with a drain must also waste indirectly. Where air gaps are required the distance between the waste pipe bottom and top of the floor drain or sink, must be at least two waste pipe diameters. 9) Any refrigeration unit which does no` come equipped with an evaporator pan for its liquid wastes must have its liquid wastes drain indirectly to a floor drain or floor sink. Floor sinks and floor drains must be located so they are accessible for cleaning and maintenance. fol All floor, wall and ceiling surfaces must be smooth, durable, sealed and easily cleanable and in a light color. Flours are shown to be quarry tile. Walls in the kitchen, food preparation and restrooms are shown to be ceramic tile. Storage and utility area walls are shown to be painted dry wall and sealed masonry. The ,janitorial closet walls are shown to be FRP board and painted dry wall . Where paint is used a high gloss enamel paint is recommended. Sealed masonry walls must be smooth and well sealed so as to be easily cleanable. Ceilings are shown to be acoustical tile with vinyl sur!aces in the kitchen, preparation, storage and utility areas. Page 3 11 ► Base coving at least four inches in by Orht will hr, needed on all wall/floor junctures that require wet mopping. 12) Any paps in floors, walls, or ceiling around plumbing; or• electrical work must he filled in to prevent rodent and insect access and entrant..:. 13) Utility lines and pipes can not be installed so they are exposed and installed hor.izont�illy on the floor. 14) All lamps in the service area must be shielded, coated or otherwise shatter resistant. 15) All lamps over or within food storage, food preparation, and food display facilities and facilities where utensils and equipment are cleaned and stored shall be shielded, coated or otherwise shatter resistant. 16) Each refrigeration unit not equipped with an accurate built.- in thermometer, must have a spirit stemmed thermometer located on the top shelf or door. 17) Metal scaled indicating thermometers accurate to +2 degrees F shall be provided to assure attainment and maintenance of proper internal cooking, holding or refrigeration temperature of potentially hazardous foods. 18) Each hot holding facility storing potentially hazardous food shall be provided with a numerically scaled indicating thermometer accurate to +3 degrees F, located to measura the air temperature in the coolest part of the facility a„d located to be easily readable. Recording thermometers, accurate to ±3 degrees F, may he used in lieu of indicating thermometers. 19) Where it is not practical to install thermometers on equipment such as bain-maries, steam tables, steam kettles, heat lamps, cal-rod units, or insulated food transport carriers, a product thermometer must he available ai.d used to check internal food temperatures. (Note: that steam tables, bain maries and crock pots are not allowed for rapid reheating or cooking of foods. ) 20) All equipment must be installed so as to be movable or properly sealed to facilitate proper cleaning. Storage shelves must also be smooth, impervious, and easily cleanable. Unfinished wood is not acceptable. 21 ) To minim. ze manual contact of foods, please provide and utilize handled scoops and other appropriate utensils. 22) Food and containers of food shell not be stored under exposed or unprotected sewer lines or wairr lines, except M'iere automatic fire protection sprinkler heads may be required by law. 23) All storage of food, food containers, and single service utensils must be on shelves at least six inches above the floor except where storage is on wheeled platforms or four inch high sealed bases. 24) All floor mounted equipment, unless readily moveable, shall be: sealed to floor, or at least four inches high, or elevated on legs to provide at least a six inch clearance between the floor and equipment if no part of the floor u ,der that piece of equipment 19 more than six inches from cleaning access. v s \� �J co 1� v �1 a,0oI - 'r1cw p��t' VIUWGINTt7 W/ a – — – - T---–�' r. �♦ `n �� o __. OIL J _ _ •4 �TI�HT � T �� -- �.�IJ7�►M I N 1''1ocK� #f'ro3 (MEt� �I,tr�) cv LuuJ IVo NN II I � ' i ) � � �- -+ I I I— - I .I i � I _ � � '•�I _ - -.� .N�aMIN M�� #��ol (I.'i• ��) ,S7x r I }II _ l n 7,O,-.C,,) w _ , I ! I4 I 1 % t • O uj U¢ m I I ' � �_ __ �. � r •I � t •� t � � � J o W All 00 oa�oz >Z=LL 00 r /' LL --- - HT � -SAL-NG fAlHTI✓G W/ ---�-�---� �• �o �- --� \ \ K' _ I I ,9� N ,� Q �q ��-N7AMIN M � IZ�B(vInL�T> #- `.•, _` - - ( \� __� `. -- - „� I I =_ _ _._ _ r -- - Q -,z zCL -n J 1_ Y/ _ u.+r�TA►N A I f A)N? t� Y,y ��—_____ _ I !�r- -+ - - - d o a z — I + I I Za 1Lr Zn Cr .1. I I I I I / ! l �� _� I �— I I I I `✓ 33 ZWC:i. I W I r r I I i I i �� \ 1 1 /� •.� .--1 p cn S W 0 G I f I ; 1 t d.'J I I IP"• 11 ^a r` 0 LL.O 'z u 4 c W W z �iz -°a ` � l �—wN/�► I � � 1131 .�.� I 1 �• I - qb fi G�t'1 i G l�vy� T N I�i 1 I u I - - T � H d' --� z df LI N� �'U�K�'�I►� ----- 5 I ,�'� ----1--L-INE• o� � � � " r- 1- -tom � u�1u Acv wA�. GuirkiN wa�1 >- . _ W p � J / of ux m - __ r rte'_")I"�� o I II J I - - Nora Go i - UJI aO � I - o ui I O -�1-311A ff 1 pf � 1 I � W LL; w z OP t2 "(t�1'I �j,g1r I�IOCI? 'II1 ( (Q II I n u 'LI-Oil I Ir e Ip ll � i. I -C� DRAWING NO RF'v iqBlu�pnr,t S-rwa IIx I f}�? SW ';r_:I iCal...l...S F['_R'PY RO('IJ: 181-80 2z.�,rCw..n.n, Klaxv 126080 t ... _.. .'1:. JI .'"??OYso• r.. �71::_S'da_.':.Ni'L' -:..:•:..�::. .:..._ :::.;td- ,.'t' r..... IF THIS DOCUMENT IS LESS � 1 11 I I I I I l 1 III III III I I r III I , 1 I I l 4 � IIIIliIt61IIIII1111 1�T111t1111IIIIIItIIttII► IIII1rlrjllllfftfttltlttt � OCTOBER 26 LEGIBLE, THAN THIS NOVATION, I I I I ` I I r7 I g �Q I 1� IT IS DUE TO 'I'IQUALITY `- -- -- _ ------ - -- ---- — -1 -- - � l THE OF — `— _1 - --- --- ��._—,---ITHE - ORIGINAL DOCUMENT. -- ----7_.---- ---- - ----- - - - - -- --„- — ---- - ___ _ E fiZ BZ LZ 92' �Z ibZ EZ Z IZ UZ 6T HT LI- 8T 4IT 6T Si ZI TI I Fi �8 r1l � 11 � I � I lo.• 1111111►►1111111!I11111111.1,11ll111111►hII11 1 1 . P,T-111 Kill,IV FT now 00 =p*0 X- ' p ! r W r L-7 Mrl� rs P �� y!,"�„_- _..-__•,..-r.._-+w• ._,...«-,.-_+,-..�r,..,.•+-w►,r .-..w•...-.w�„. �.+_.•r..+.+.�.-+,...�.w._......_+,.•w.._...._. .v-.- ,_..,.,.w+.,•.......�•..:,.�..,,�n... .,w,A+,y.�..a„_ . �.4\ ._-- --- .._.._...-�......,.-.L-.-.-..«..,..-. :..-,_....:. I..»._....�._� .._.._..-......r_�...,.•�.....r ............,........-......�.aew1»r.w,..,.:..,•:r••r, ...•.w-t.w-•.,.,....,...-�...,..+.+,+•+«N,.,•+.w..,.--..... .........•r.-_.."'1"`+,.-r........._._.,... O 11041 #MAWV Lu UR - 1 � ! I h ••.� 1� -� - o _. dd 1 f; 77 a. A,tl. �. v/}. � 1^” ..-. ..•._� � ` I 1 1117 -, IU' e 1rF «' 1:'f'1', P+•' ' 1' I , I p 1 i I �� ¢¢z K I 1 O O Z W u sT�' _,�. + 7a it J� •�4( �, +T :1"qi .1. � .T-_« _ ...ice_-_-._ _. _ti ,.� f•_ 1,. 1 ,.{.. !. � i •}I' � � � y'7 Z'() . P �'i .I , �.. , _�. ....�•... ... & C ^{ 1; w' :�; .;. :• _� gip' _ a �} 1••' �r r.. \ , t I T` .'� 1 1 # �- 1 •F- I r uj U � -........ -...•..-...,..,�yfM. •i.-......�G >;.�•+1 AiP�k,�a �„ '� .:, � f � d _ I •^I (��•r � N� '�4.: ��r ,�. v a, .-.........+. J .�_�_._.._._.-......-._L..._....�_.....�........b._.,..-1.. + ,•w-.. .,. -a.--.w 1 r-.�..__ �.:.._ I v/ uj powwow 1 W=ZZ IWO* 1 f• f: Z_ uj Cd o=W o 1 �1 00 �b^ .i A l t , 1�'�� -0 lh g L� .� ••-1 'n D o w ,, ' _ >z ilwoN �i''M p O , LL Ix .3r� T ,� O� .y_tw�■�, 'S�1r yr ,. 4 ~ r`� Y N L W Z N Q.. ,,�(ryry(e� ��}}�� / ♦ f i, �, A , yr 'E' +I, ;,iP ' r 2 ,( y •`fie W 0 W¢i- ___......_..._.._.r.w.._...��....Y.._ _.�. .__.__... .5.�... ..... ---^'" Vfl.+l/,1'�/ey �i,�i, ..4° a;. •YJ�•I �, '1 a• J M .3 ,y. .� to W 7 a - _ 111 a � lA P 1 ___ _. _ 0 W LLL, I- q — - - 4 : Jpj tC ri v 1 ¢ 5 f r �P` 1 --- - �r+1 Q� Q O Z "'�--___ �.-_._..__... "._... _ �..T / T rl` .. r .ht ,, iFf ,�t G' , , ' '� •'`fi + �Y I �...... ___ I ..,q ^` W I ( � {� {•� L a ¢ z(nL" w¢ ! 1 ra. 1 . , �,' ';)" � :, t,: Vit•,' � �t �s.�« .+ •'�. �;¢: + ; � ` _ a ,,. 'i. Y C ," �.,,,.� r t8; r't4 oY 6 A �'#�.' � t Lr P•a t, r t n�i.}.� '� � .. .. 211 tt �k r.��?p +, ..Y.i•+" ...,w , it t't 1 lrr�lt ,I r r - 1 „ ., _ �; � .Frt, k ..._ ? •, •r4 \ I } ' � I - _ r I _ R , 1 , y y :. ,5. -, � /� .a 4 7«.. f., 1.. .: p: •iJW.. i 'Y' '' 1. �_, - .. �1 ...--.., .-. ` Yc:. r I - '. , .-' },.std .� >, ,I r" ":.• .. �. ,....Ar, ,. , f .. .� Y..k r .. .., y' ,. ,,� ,. .-a•. ..l , [ r«. >, ,F 'a. I �r•' �, � t x Y v. 1 '.1 -.._ ,y-,,,[ .. ..� ......+," : -,.+Ir _.-._.,,..-.rte._.., ..... . • .,� I y :rE (. a �'' '";: ,. 11tS Fr 10410 oi ,�►�N1 ��.�1->e�� "fid-.�� •, xr 15 TA # , r r S. f _..{ �r` °�" � s• F�,T: t . .,. r .+ e' r'.; r.,, 1 _ � LIQ b� ' P �+}'w' '!;*'� +, ;�V� {J h' ` ' Mr 1 r rr r6 i o- A. •�. ' '7i (' �I l u �l i —.._ w �_ U. ..,,,,�.,,,,,,.. _..._. -. t.+'+I:J.-, �...,,•.a... .., .i.._ ::.'4-.-,�� ' tt �4�,+'t,. :'�_ �`E...1.�..• Y .,. .. ` .'....._.h..,r..__._,�y�e, ..i.. .�•�.�.bIM _. ! ; �-�.......�""" r. +•a„+�.....r•.w.; .1� t ,'. 9 ' ..• .. ... ,... «_7M+•.»., -e....�.�-....►,.«'y*owawnn.•.rr -or •MNuy1,. ..•1•-.. + { I M 0 I • - . : v�. �ell uJ t w JUNK KI i c r 4 l �•M. "�.. , 7 rt A lL , t ! 1 i 1 I t' a ff , 4 ! M 1' + .w1�A 1 y 1 !. r a , Y � 1 # l «i , 1 n , �11. , 14 , 4 ,Rr 1 1� , i k. AVJ7• r 1, ,.Q. uj 1 t.• r WAAWTW , ! a r " I L UJ __I �_ �,+110.1✓ �' ._.,:+..�c.•i.:...i ,.C.......�.::.t...-..,:A.-... .._.�. A i• ` 'w, •t_ 1 �' 1 ' _ W u W , ,. r r a NGS G LaNT6lt, "fgj�+F�c�l.�� BY � sHetT�,c ---- ORAWINCi ti0 HE`J 1 1s 1-s a z E,I xErt Service ft 1 . +ULA ralA Sf.;f�l1LL r,..,• ,FERRY I ' /!�/CyrrpHNl ex"i flow r l;rl ',• 'r'�1.,h Pi ,. a i..r I,w 7�Q! ',!,' M _ '0,11 • ,. :,y ` r + 1r' iyiy�e�,•w•r)aelleAtlll�w!r^ • 1 � � ` • � AiAK6AY1��i�1A'E�M #�£rl"x':_914`: +�MiIV►�K�• + !4 t6"v'h!hMWyyl,.,, at . Rd1A•pcK* a+rvM+'vllwM't M•roFa91 •rr�IV.raea,�w'r+�'e`MkNM7k±�neflth HkagatEM.yMR:.,'sCd►valdFh."0!+C5!'Na,aNrnAipMJI'. _ .Ilf rr��,,��. bw.rwe-.•,r+wlrri #>ewaew.� wn,e++M«w�,ln...r, IF' THIS DOCUMENT IS LESS IIIII IIII � II � I1 �EII IIIII 1 � illlll I III III III III III III III I I III III III III III III IIII1 f 111 111 III 111 III III 1111111 ill III 1111111 I�I '11 1111111 III III Illll rl y _ L �� A r LEGIBLE THAN THIS NO'T'ATION, L --I ] I I I ( 14 I I ( I I I I I I I I I I I I OGTOC3[-R 993 IT IS DUE TO --�- —� -- 1 _ 1�--------- L- -- --- 6 - - �.. ! _ --8�- -------� -- 10 No THE QUAL I'1 Y OF THE ORIGINAL DOCUMENT. _ _._ _�_ -- -- - - -- — -- — - -- . _ - T- -- --- - No.36 �..�l.�... _ 67, 9Z LZ�9Z Z ibZ F7 Z iZ OZ 6�i RT Li 9�I 9i tai £i Zi ii O1 6 Z Fjll�� 1� 1 11lllll � � IIIIIIIIIII 11i1.1111111 �lll , i IRIIRA, or' Page 4 i 25) Be aware that all food or food items in the fact lity which ar•e within customer reach aiid are not prepackaged, must. be protected from customer contamination by a sneeze shield or• other approved means. 26) Garbage and refuse containers, dumpsters and compactor systems located outside shall be stored on or above a hard, non-absorbent surface such as cement. or machine-laid asphalt that is kept clean and maintained In good repair . 27) Your plans snow seat.inR fc. more than 30 patrons and will need to conform with the Oregon Clean Air Act designating smoking and non-smoking areas For your convenience, a copy of this Rule is enclosed. 28) Your plans shcw a grease interceptor. A maintenance schedule must be developed and followed to prevent grease from going down the sani �ary sewer. 29) All plumbing must meet the requirements of the City Tigard and the Oregon Uniform Plumbing Code. 30) This facility and .its operation must meet all the Oregon Fnod Sanitation Rules and Str.tutes. 31 ) All employees must have current. Washington County Food Handler's cards. For information call 640-3460. 32) The license fee of $210.00 and license application must be submitted prior to operation of this facility, 33) A pre-opening inspection must he conducted by our Department prior to license approval and operation. Please contact. Tim Bunnell at 648-8722 at least one week prior to operation to schedule this inspection. Y If any future changes are necessary, it will be required that those changes be approved by this Department. Very truly yours, DEPARTMENT OF HEALTH AND HUMAN SERVICES Toby Harris, R.S. Environmental Health and Sanitation TH:ant Enc: C: Plumbing, City of Tigard Bob Bates nw +et wr �s VWA MAIIMA,qw •� INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 Phone 639-4175 �CA� Type of Inspection — — )� Date Requested_�- Time_ A.M. P.M. Address -4 ermit QLot wner .._/_._.. #_ Builder The follovj t /Building Code deficiencies are required to be corrected - T , Presented to _ 'Approved Inspector _� _ Disapproved Date — CALL FOR REINSPECTION ❑ YES ❑ NO � ew W aw ON .a INSPECTION NOTICE City of Tigard Building Departme-it P.O. Box 22397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested — �S —! JL q -------� � ATime A.M. P.M. Address �� L�-�� l� Owner -- ---- -- - -- -� Lot #_— Builder The followi uilding Code deficiencies are required to be corrected: r, Presented to _ -- - - — ff"Approved Inspector -- -- -- ❑ Disapproved Date _ L:5.•. /3'- Y b CALL, FOR REINSPECTION Ej YES 17 NO INSPECTION NOTICE City of Tigard Building Department P.O. Bax 23397 Tigard, Oregon 97223 Phone 639-4175 2 - er TVpc .-•f Inspection - — — "— Date Requester! 9Q Time__ ARA. P.M. Address /4 ti X a.-„'. �f�4 L/��✓` - Permit Owner G✓' t /:�-�s�7• Lot #.. Builder -- — ----_"- The ffolllo�wing Building Code deficiencies are re.,uired to be corrected: Presented to —__— Aroved Inspector [_I Disapproved Date CALL FOR REINSPECTION C� YES I I NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard. Oregon 97223 Phone. 639-4175 Type of Inspection Date Requested � Time /- _-- A. —�e�'— •M Address _ 2_ ,:g 07 ermit Owner__- 721 L 7 Lot #_ Builder ` The following Building Code deficiencies are required to be corrected: 1 Presented to Approved -- - Inspector �_ Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 Type of Inspection - !�Z- ---- ----- - ------ Date Requested Q _ Time F A.M. --P.M. Address. - -t✓i ---- Per t ._.— Owner --__ Lot # -- BuilderThe following Building Code deficiencies are required to be corrected: Presented to -__ -_ _ - __ Approved Inspector _ _- 0 Disapproved ✓ _t Date ..� - CALL FOR REINSPE"IYUN EJ YES ❑ NO ' • FILET FRYER FAN CLAM GRILL FLAT GRILL FRENCH FRYER FAN EXHAUST FAN EXHAUST FAN WHI t N I M I N I N 1/2• C U12J Y 7 w k 7 d �! FAN of i C il3 'D - EXHAUST DISCONNECT I I� ,TYPICAL) III\II` J lam, 1,7• CONDUIT 412, CONDUIT 4.17'5 u12•s 4444._.__ M 1 0 " vHIM IISfEGFIELD WIRING EXACTLY AS SNOW O Q 4 DISREGARD pO OCCASIONAL MISMATCHES OF CONDUCTOR COLORS INSIDE XITCMEN EOUIPNENf AND/OR POWER — -�/2' CON(X iI' "\\\"',}}}FFF"'••• cONTaq. OurLET BOXES 4W11'S \! 1/2;,C CONDUIT ` ,017'S POWER COHTR0. FLET OUTLET BOX—� FR FRYER �',\ FRYEER � h�1 1 �J, N POWERPLUG EOUIP EONLY ANSA• \ d"TO LP 41 ` AUTOMAN- 112, C x/._� TNaU LP Y ¢ N � •\ J PANEL TO 2 AADS PAK1. iI a 1 <+ CONNECT TO N d- \ %-RLL001O 1 t \ PNT �J�� TERMINAL _ 1 X ` 1/1' SEALTITE r C.3 o \ M/ POWEROUNCOW• < G \ t µ. ,X CONTROL PLUG–� 0 T OWE�t7+TiR7L ` 1 1� ' BOX SUPPLIER A 1T NSUL• OXAN .1. �\\�ID6Erl 2 SOx / \ 0. `_cONia PL 1h T va�nl t IG-16ER BOX C C SII E s 9-Lv- `��A J' �� :fir 0 I I) X4- �c Iu PorEa PLUG oN 4M COOWIMG EOUtPS V, (n i 1 1/2- COND 3 64 Cl. TO LP PAHEt L •: (A > i1F• N � I .12 THIItU lP('b t0}AADf;ui y s' i; / ( PANEL.. CO1NEC 0 ] V f• ,/•�� ; � �EOUIPWNT IN '1 OWER COCONTROL J \; J OUTLET BOX �[[ M 1/ � %Y , PLUG 1 • O r r !� � (L BIZ]] m( W 11 N • v POWER PIUO fl _ Q 19 (-) it U (n it 1 , t Pom PLUGS A 7•. ! ` 112 35 1,12' COO N O 1 1 Tro 1 A2 UTOMAN O ., ' N 0LP37 / O \. 3 .12— ° v 11 0 L---'-CONTROL PLUGS 1 112 TNRU LP PANELS , ANSIl TO AADS PANEL CON- AUT AN NECT TO COMING N ��_ tourIIP Em INT13"O( /EXH,4UST FAN AND ----- --- 1/2• SEALTITE- COCKING EQUIPMENT' .48- INTERLOCK WIRING DETAIL MITT 4 MBS PANF1 �- �'i i i �I� I SII es•t+�-•- � �s 1.��..J�_�� __j II I III • •� �.� r:� �.�L.___-�'i_�._: y ill I �'I ,.... �' I I ' L lr�_-�-_..�. f .i� 11 ,-�-._w•• 4..,;_� 1 i` III I .,...e.�.... I I 1 _ _ II I 7 ,R!dffa•IIIrIlI�!!L 4A`R� II 1 �-I'J r._s•r• ..._ _.� -1 I�I I I � ".."'°'•..".. I ii w I A� � I __.rll 1 III ___. —__ --- — _,_.,.. ._—__ � � ♦� ♦ 1 F7,= IL - - III NVa•Mf i I i IA'I+l4M1�sMfR,�_1 --Alum I ^1 ». I� LJ � 1 1 '} ' O t...l�l••�lw(l�F. In.!♦t'+^a., �.� _��•w M. I . ♦ � I III f • I �I .t._, I 4+�a7.. AN�UUI.. - :.�.. w. M 30o M1e .rte -&f 1~ ......... it 4wi------ .......... W11 849 Me IN CAM OF FIR P,L \ �mi� E l-d D 4� 1 L M, �,* S-W R 3`7.7w&.".k-.Smu. I EYIPILAZR PIAT! p. '1/r",dPT'CCUP'L�NC Cow Csr,s„dleyy tiree�l VOiLt�Q E)eT-X L �;►• k •y' ti!'46' eYe o tar fi t FL,�r.l d�Ml X02 SKa.R6lY 40ftbt1p AOS Y/L,NE__ oPTf 1 — � PWWP,., STTan a,.l - � - = 1�8 a G./An CN View S?E [KEVCc� �lVidJVi r 1 Q_ _!'en' .P,n.,o Am LANnONNDM►000 r I 71 eu! I I riloe t2de7L)C.�T� m'r;,� A� •- Y1b10 1 I 15 40 a e-. 4OW45LIt -Af 7 YY19 I I tS•Do W cAa TV,o4E NAAW I 1 N krZ7-LG. E-It'.lO SIA 23 Z 0) 1-.qvl S L ►10zzi e Cnp�4- ariL •1 ~ 4D IWAASO I 1 P40LLl E, Irl NAJ th,04 L`/•1 1 40'1-11 In 12 PV"e I CA DOw O MARAZ I I PULLP-y ICE )OW 9 •Jf+lAl 1 I KICIdS Di'f'�C.'I'OIZ ��• �� 10 *Ag" 1 I T!tlQ,AJINAI. b 'rwc-T ft �• 11 "f4011 ( I RJI.L�T•AT ONJ -` -- _...____.. ° IL Nh1P014 .-•- T. AlbtY'P PA)516LLK uNK _ Itie' *f YSM!'9 I I PRElftAJRr3 SW ircI4-SPCAT Airk S91AC1 '- 1 1•AJlk"APJICA-L was 10161F y. • � K3 �JI0�I1 L- �- 164'R Ry`.a r. f _�'A' _,-_... f7' .01 T1s'F Mike t Ila to K 140 OITN We"ICAL AMIMM 00'1. q TNI!INSrAILArI t IS 0 at IND[IN ttCONDANCr o11N rM 1-1 0 2 11FtM.ATiM NAMw AND A.Ye' IN A[CYNNAANF NIN ALL Start Ma t"t00t1. 11 twsF DIWIRS Nil K Litt TO Sault~AL room no AOrlplltt moms JUIl soler llF 1 IT ISVP "C[SMNY TMT AIL Plot rITT1IMs AID MRrL[s K MIKH IIIOTDIto Aro SICDOfIT R-s• tot SONTICTNIRAT ALL OELIS Mt PINATDr MIND AS INDICATFD IN THAI1407 1NStAIlA1111ANAW.W 4%.&Libow At IM DSII[oo"FON TM DtKIT i•Arm"NAt STATION AID KCHIMICK RAS 1AlII IS Ta or INSTALNN'LIO ti TIO It"M I . Ab' !IIRTAUATIft IS TO IF INS"Rtt•M INTO OPERATION AID C[IIIr ItD Nr TM•AOSM j INN•. 1) IIICTNICAI fxTACTONS ANO MINING Tom M"INKI•'n0 df TO K mmida II rill ILICTIItM CWRAt1d1S j . �pn 9AI1 K]/0•SCHIt Aa ILACA IAM rPt(1101SNEII K"MID AND NI M Cl too OF CHIPS AND SCM[KfWt ALIT. losld 01 Pf"AID rlrtimms MIST 11 roll M Oil AMI OI". (TMrM C o Dw 00 5M,I NOT A1�1 �IHot"Dl"OS IBIS 01Tt0 RAI t1ON t!"0 ro LOCATION d 1IIT INDS ILRCC./L.LT• A� r:F1 IDttL[loutlON MI/IDT IRAs Flgl IOGTION SALIN !i4�4T COMlld„j}: taNaIlr Pl111a nr IIKs AN orwNSlaro C[NTIN TO uNStA(a cINIMn,rtrrrt Al TO fActKfg 01 KTrcTa IMAMS) I ro MCA Of INIM MAL PAO C TO tar IM d AIROMN T160111- 0 TO SWKE OF MS NAltr p1 �/• I I OIPW eKNSS loft FDA ruii:ETribal Wu"NS 7►T„ ONAt KW P0.l stAl)A 9-ID: ' T"r0.,ON11M S"CIIICATIONS W/M AMITIOO 11101M,Mal SWIMS WI"tONIS APDL• 'S1b' II t/MN PADYI OIIII IM1AlLONION 0111141 TM 11TRA KID""AL SIAr1ON,OSI two 1/7• !Mr CONOOIT,COWNSSION tI111MS AND?IN 4S771 PLLLn ELWA 1P 5' r) MI[7nrINI"4I sTa11ONS"u IMIN INSTALLED MO COMCItO a 1a1MN"ST"Dt y SI Il01Mt FASTEN At CpIW IT, WHEN ANCA!IIIM 10 rM ATTIC SPACt•otAWo tOTW '7fjY S["ICt(11 KIKN TRINW)1111011111011111% 1AA1 r"CA011005 101 PW"ln IME COMlalr room KIR SWICT TO V~AI "N"1 CMaItIT AS MAUR1 AS MSlK1 fAom Till$TtMWI OPIN TTN"MTT1 Mal STATION NANKE TO TML S11MW1(IN CMASIWAI)LOCATION M11F0 M DAMINI A-07.11 FM INCH STATIM. S) COMIT IS TO K WRID iMKKMM TM 10111PIN01 TO iM ALOMAO"o TM VITAIIS ON MIS slllli AND OIIALIIOB loom K �•��1�. dam. b)..-�- � ebb" FP_4SA.STia•T'LQ�L NbTE 2 Aad.R 1 Ml MEN[0 "W tT1ON ARTS DA a1tDID I. 1 C01d111 NOM"M1RArID05 MISS 1r NIdO alk' I'i' �L7,•t`OIsJA�,(-`S P¢o7 EcT e9 IL Ot ^� •aCDVA- C?$-1 140 T Eu t+R C ±o r* CLE 1-1GT7�• ILTA V W 1 -? *,QId(kE "000 A.IC:CX-1- Nr CSS]-I -_.. 6�S CJ2_E�CGTt2•ICP. NSUL [ LC r,14.L rJt11!6i10CD-.._ '1. �`-'I-•.r-Y),J�-. I M( f'?ON+.•omL'iRd` Imo!+•fir Ott M.ut�IOr W r err IWO ti -. .,.... ._.,.,,.......v..._,..»,W......�„�„�.,.JR4.,�r,-�..�.�:��....,•,,,�..,.........,��.,�,..... ._ _ b:J3 I I ¢IOL �E!•+,...L�E� Ie,E��aNSc G..ISI cv( ��:Yj I I LT.Asc—Q.r�c2rD,tX-.E ' WOHL.W6, 4 -AG6128 t I P1GZLtE +tZ3•�' d �J�°gip 1 1 NOLL4L� 'r'�h-• :.r!_Lb I _-- "Yo G ,WIf-A= 1 I PUG.L LNY IFsE OR 040” 1 CG) e1)e to Gaon 1 i_ PULL-sno-mcf/l - 9 �1 11 CJAPCIb — I RjOo• A= �tJS1�t..E uTJ4T, _ ( l J� "/Y+'4' IL 9wA�t — I 1^MEC.t�4N�`.4l GAs w4�.. IIIbIAy 1141" I 1 CQCSrx t.- •Swire P. S+~'i� -V t4 OAF(ebil CAW 11 "Ill IMyTAtLATION IS TA K MAOI IN ACCORDANCE WITH TW(N.10r INSTALLATION PW"NO 14 Acta mY et WITH AL1 STAT[AN LOCAL COmS. Ab' ! 'EASEOnAYINOS M1 of 11310 TD S1CIl0[APPROVAL FROM THE AmHDR:Yf HAYING JONISOICt ION. T� 11 IS WEC[SSANT THAT AL PIPE rITTIIIGS AND NOIRES It M1 NCR fIWTIN(C AID SICONELT ,. sL"01 to ANO 101 Al NOIIIIS ARE FAMINE AIMID AS INDICATID IN THE A-Int INSTAl1A111f AI 'TOE NINE RIPE FOR TM Yr(C1M5.*Mtt PA1 SIAtION AMO YICIANICA GAS Y4Y1 IS TO At INS1AL110 e1 THE•ANSA FAR'. SI THIS tAsuuATION 15 To At INSPECTED.Pm INTO MCAACION AND Cf Atlrlfo Al tW*ANSA G) Mt Yl CiNICAt CONTACIDID ANO nAIAD raw APPLIANCE vW off to of PAMImD AT tm nnTTEScariKlMs. PtnNc�or[s. 1 PPE SWI.1111 S 'WRIGGLE AD BLACK INC. \ 7� I PPE[AOS 5l/8'1AEL It PJAMED AND KEA MAR Dr CHIPS AND SCALE IfFOR ASST. INSIm Or PIP[ANO rill INGS Most It TAtt Of OIL AND DIAL. 011111411COIIPOIMO OR TAPE STALL NOT I PPING OINMSIdCS GIVI1 AAE'NNTEN t0 EMIR UI `ITTIMGs. —� A� 'MA MOIRE lmAI ON LE ION HAT MDT VANT IMI LOCATION SHOWN 1dr• C_orOOIy PIPING Voris CONDUIT RM%Apt OIMNStIM[D CENTER 10 CENTER of CONDIIII•firf Pl A) togrAct(s)or mrrnm,ANACAt1(s) el r0IA11 a MARL PAI PAN T G cl 111 top up Of Ao1100 O TO SURFACE or GAS VALVE 401 [ FJ~LOCATION roll Mur cavo scDtYS CVM MCASIDt Of"1lltT nod I -- Iqt-IM-W-- Pspi 191-NIS IS I - _` — .Ny tllt rQldiK sP[nrICATIDIIS A11 TON AdITIDU IMF PAL%?ATIM IAt11(101s APPA. 1) WHEN Pool DING I"AI LAIN MnNIAI fON'.TPA I"MDTt PAL STAna.At DMT Iq- 1141 CONDUIT.CappK11la IITTIMS ANp yP 45111 PALI [LIONS. 7 Al[SISI LNG PAl S1AlIOR5 Ylll NIMIN INSIM I[0 MIO COWNS ON no"If IN vIG10.1 iASTIN I'll, I [ONDUti. AEN ONK IITING IA tM ATTIC SPK".11GAAP ILITUil 5[AY IC[IIT mM[A TAAOf31 AIdIACNCNiS. TANf"Irk" Im1S IMI PIIr VC NT IMI(1wd11 L lM. rim At IMI sooJ1CT 1AIRS 11 NOort CONDUIT AS DI11AV AS POSSIBLE rim 11111 SILMM CUP 111 1114011 PAL SIAIION ECJ s101A1to H STANp1T It%CHMWAT)Lma Mw AtION AIDED ING N-Or-ir IM[KR Z-1 S) COME!IS t0 of KNID TMM6M TM[DIIIPRNI 10 1111 A OMN OEM IM DETAILS a THIS %WIT AND DAWING PDr M AAs•r nalll[BLAINS m K Oslo WITH AHA• 1116 . 'I,CAICAI APPt1•MC[S 0041?oVRr1,A ST91' TCnA �. *v _ P�A1ACPspTE lu 416t.0 ` TUU& _.rg"D IY( eIEL p,A fAItN/o%4a' ,AN`.y '•N w..rtM•w.'rrM I,I r w,., En1G ECIC-V�T10N JIEvJ _ ., �L Iv�IN�NMern+rl.w.rwn.. L. i• — 1 C%za peer PILL*JZ of II -% �- Sip Ilk 04 \ Cr) • (1� Pr[�g rr s�i� •, L76_rTLr d� Ids..��. �� - _—.,. O. 1 Poe Q�I� STOTI _ 1 ID ODTIGNP tvu a - nTc- 4 Turn 0 n w �� Ld '-,nr, , q�.�o 1l�!I�LAYE � �;►��E IC -r J t. t - �Qry,lr F-•F�/ TI VJerw _ Iw ..ATNJ Mn an e��.� >;�5373 I 1 i..r•`So•R C.tattr-tom I DbE T1 r lc. SKIZ?Z g •fHIL1 L C TVOttt_6 1 TIP Alo. 5f-qZZ I b EJv°�37 I 1 AIOLLI.rGL.T1P NC,�ibg2b' . '1 49MI b RJt A-64 eLb--'4 - •�• 1bIy34L I I PUI.L�`1 TIS h AAA$" 10 Iy401 It mon I 1' AA�SUIon11t1AL 4AS va"e r� I:jIy313+5 I_ l PI��6(�Q - 4-AW-4-1 d' I 14 9111 1 Ib3' F �JSffl1.E LINK mmw[Boon A It umIIIA ut nv"ON f 1YL �i[S _• QE�Aw�I 11 THIS IfISTALIMirI IS IO 1[N1D1 IN ACCtNMS11Cf vTTN THE 1-102 INSTMUIION 1IMYt AMD �_ S•. 11 ACcalwr• iN Yl SII if AID IOrN !LOIS _�� 7 INesr OANIN-.MT M IMro to s1rulr INwrY reoN IM AION011n Mrlw UIrI501CTIU Il 11 M[r J1T IMI ML 1111 AN NOS Mo 1 AIMEDS 11 hl,AT o IN T f Ab WE I. ��110 r,n IMT Ml 9011111 AM PYNrMT AIMED M IM11rITf0 IN IM 11.107 INSIALIA"' C A) iM YIM MMt TM TM O1(C,0115,MNOtI MA.I SnT10N Mt 1ICNASIUI GAS MVI 15 Ir NI INSTALLED It THE'MSM MAW. �'frp. 5) INNS IMI AI MIGN IS TO It INSITCIM MU INTO INITIATION Ate C[MIf I[O If IM'AKIN 61 fl(CTIICAL rO1TACTOIs AID Inlw Ta AMI IMC)w Orr n If MIOfIOO If TM�/ fl[CnitN tatwl111t FILING 1�15 11 IIIT 11M1t K 3/11- IMP SCIIFOM[b nACt Iwll. P 'loft Mp r�JIN of f FAIL(a OIL AID 011111I►(top,AO IMPOUND 00 i�Pi SHMIt MI N US") 1 M01111 014N1IC,GIVEN of rpm CUTEI IO C(WIN o TIMM'' A) rift 1107ri1 LOCATION Mf 1111 EAST Flow LOCATION smw / PLPIT.I(n j�AAETRIC. COWII 11l1p6 NOTA% [!)CANT NUS AM 01?N11Owro CrNKI To off"Is a CONDUIT.MIT, A TO FMLIS)a DITtr1111/"[•Il(s) ECC or WAIM MIL!AN C to 10 SURFACE Of AUTO'" D TO UANAtt Of OAS fALfl 001 t 7SH M LOCATION DFF FOR MIT"ILLIGAA1 1fMK a OPTiofl IIF19Mrul STAI�a notti L r- M rolldlw SPICAEICAIIOn ASM ra ADDITIORM IPOII.III 'dAI IONS Wt11 CONS AMI E �. 11 WII IeM ANG INSIRLMIOI fIn1Y ra IMIA MLOIL MAT,STATION.Inr Got Ir)• IT lNl(auDlT.Connsla rllnws nflo rn um Mill'EIM t� MI IIISIiw PMI sIAI IONS Nlll IIMII INSTALLED AN0 CONNECRO OI IOUIIMAT STANn'y ( AIGIaT rl%Ito AL1 CONDVII WEN AAAL"1Iw 14 THE AMC SPACE.NIGAAO IUfIMf Sf1r1(I (AT OTM1 TIAMSI MOII MMMS ull PMCWIIOM EMT MIT!M iM CMIINII' Zia- ITNM e111L 51AIf'I to n'/Mn /� 11 IMF(ONOUIt AS 1llf Cill AS WINAIDE I.IN,N SIn01 M.IM 1IN01f Zia— \'Y TD paT'I QI�� otoo, to INN SlU Ut(1A(f5FW11 IOCA,IdI 1DI[O 01 MAYIM.I�07 1)r0A 11 I 1 =—•—��I�-rcL 51 STATION COIWIt IS t0 I[OWED MAMA TM 104JIPWNI TO IM WIOMN PLA IM IN1111'•11M Tri. WIT AND tMW1w 102-46 " C..Ir1D 1,�, TT7 4'AfS ,Y4 ll�'fI ® LiE ,L I r I(-11-CJONAI.DIS OQO?6C_T eS'Q.l� NotEt_n1Q r-1� •R 1� N�Cf'V>tE C t_ y r.2 �QIC 11 „-. [1,IA TO Ce "e' , pip uA Iw TC I6wrAN8UL ,,. ,. ..y... ..•1.,.. t E TL JA 7I cvJ J 1 EYJ 1--n--low ftipr W tn' t/'J ISOh_C, 1213AACRU P.K_L DE-Is(_noL_LjAE MLsea— ip VI Vk w. co I)w 4411 to oc Alto _W_ FR.CA%sr El.6VOT1G1y gh& ' " w„� PI llezo I 1 Qtot P_r*-L. AMD 2PttASe IIIC L v0wiD I 1 ;9 4Tal. llP.�'�•l.I,.LX : W+JI� vti-qi!l-7 c d¢rm- Dcx E ft Iiwei N10LLt.E, TP n10� g69L2.1` b 7id1�A 1 1 oZZ.�E 1_ "nr•'No wir.&J' \ vULAxq eLesov/4� 1 DErEAr�orJ ISoAA O Ig'�4L I I I t E`� �a n-- —I �1 �ldoll I � CVI.L ST7D.T1Ov7 -- ro SbdlB I I T�!f2A.A Ir r.J A'L 6c r�cRv� Y�Id!© 11 gbArb -- 1 oaoo'F Pt1�i�Sl.lc uNK . S it 5601 � I 1"MEt.+o^Ilca�44+dV�ua, II � I�a91'!7 I I � ��'9n71T't_�r•mar '� -----.—._._-- -- ��,a�_ I_�,• �f 14. 91YD11 1 -- rb'6•F t=US1��.E LIhIK . 'Dive" +p 041-1cyJ�l - I'r1D – -- ---- ---- [l[C1111CA APR IAM[S ON+ •o o � II (f�RDN IOt(S 1) NIf IIIfTAUATION If M 1(Ma IN ACrOlOAKf WIN M I-IV IMIT LLATION INaYL 00 ® ITIN ACCONOMCt WIN NI%TAT[MO IOCRI cros ! IRS[MMIIBS M'IF min to 1rrn1 AFv"Al toptN AOPal"MCIi JUIfOI(tIM .� 1� IT Is NcfswT TMT hit PIM I,tTIrGS NRI Or11ES R'"T l TIOIIMO ALO uCUtIT P Msl"W'to LM TMT All Inrnn AM PNtMIN At a9 AS IOIrAt[0 10 MR lot INSTALLATION IM � ) 11 DANN YOI Nfn tTORa0n,RIO11 Pul STAIIM AN NrI1N11W W5 TALSI n TO R INSIALIfn II1 fN•NRLL M1' N•. SI INP,W.L.RIM IS 10 It IYsrtrYf D,Pll INTO aNgl In URI(1011 F IED AT tiff •MSU R 6 [I ECTNIUO WNfAC10I1 NMI YININS FOR APPI IARI SMP aa Oft TO NI PIIM, P III 1M ' L -•ice— S. �) rlrfYc(m[% .C�p• p��- 1) rin LY41 u III*XRaAt 40 RMC 1001,)1 nN[IRIS S/MLI It RARD MRI An Rat[Cltu a CMIn ANO VAI$[rni AM1ss'. INSIa U, 61)/et T1�! PIN An 1I1MA3 NISI R PR[OF 011 DIY•. ITMIfAn caMaNRI 0I,Art St all SllM DI 71 FIIIPIG 1.1 Ia1S 0114.AN 111 C[Nt[I TO C11. a IIRIOS. YI TIMI Oldf LOCATION M+Ot TMT f1a11fGllM SIpII C- NRIult PIPING NOt[% n~� CNRIOIT YUS Of OIMPWO[D C(OTIN 10 tflll[Y a[OaM1It,f1C1P1 � - A) TO IAC[1 S)ML a.MIL iNMR11f) t0 IAC a AC(OF Mlll PM TO to sU1 Of S AJTOI AI of OWNS.fUIMr AT ON PNK Or f l clm LOCATION[011 PUl[T ilm tCAtYt overs umla a PuuT nnY OPTIMA KMTt PUl SIATIU OI(S'. V"ralarl0 S"CIt ICATIOM Alt fn ADDITIONAL OMIT PUT STATIONS MINI COOLS APPII II I'm IOTIDINi 11TSTNtATIM MI('IN IM TRIM"MIT PUl STATIn,OSI ORT Ill' IM[010111 t,Put STAln LIVINGS NOT IIII Yslt1 PAn t Item Mcit 11 Ml IYItI1NG PUl f1At1MS WILL ATMIN IMSIN lrO NRI CIRNCI[D M[p1IMM N1 StAlRIS. 11 'IGIa,r:"I AL1[dN]II1 1NAN OWRIIIIG IN TN[ATTIC 11.1,IfUN f0IO, SI"I(t INT QIMY/PAIRSI NIMINIM%" TALI PPICAIII1n5 THAT PNPr NT TM(IMM11 FWP It IR SULIf CT TO DNMT! �• 1 1 O TI Cmmlt AS DIN((tl'AS IMIRr TAM IM sILIM OILY IM K11011 PUT STATION—� IY11QI 10 IM SPRY[11Y CMSYYA+)LOCATION NOTID n MWIM 1,07,IT f0I PMN VATIM SI [MILL it IO M' in fMRGN TM faIIPMNI to TM NITONN PIN IN alllt%M MI'. 94 IT AN)MMIM O7 A6 7" O AA�OO.IA:L..U�s GQ07E>t-T_____Qi2 AG�A.It^+ l�-fir jrro Pr—= 6..ors C=2 h.EcrCt.IC -- NY"o•UIMINMM rnPrr•nI1,rP..P PW-AL70ALWMUL��MMAAMIKAMIKA ffiml� 40. io Cc."cqA-L- IJ I rLL 4OL 4re w A4APJ 9kl-L rwAj bar-"I p (it J-7 MIT 11-4-t4floiri!—H 7 ■ My K4 4Aq — OIr •MT AO DNr M•t YMT OYp1/IIOR 'T IEdy 1 I aI0t IIL*A ArDD 4CI-644E L 9"no t I fidllt.. tillitx•EK t�Aouwlr 1 IX-50.R Ge4r'RI Dlbt rib. 4 '7"Are 1 I 13oLt1� (T71`h�1.1�Jf/1L;•2) 7 17b�L-1 I rlvg{,C 11P NL g(11d'!-I 4k 6 91A'�O I •' 7 4771 9 '1 Putt EV IN O j199dL I I PJI.Ley TEE NSIA�yD 1 1 Twit"1,44Cairlr-1ok n 10 X1401 f 1 � Ll STATIOa) _Tl 9i.1SId — I 9[.0•F Pl$t bLE LT, - 12 Y)601 --- I 1• IJGcAA%4ICA(-&A.-b VaLve C+ReMul E 4W I rt,4 -31+pf Ik Id %all I Z7I{J5•F Fv51fS1.E LIr.IK t' • I) TRIS In TNIAVION IS M N 1110(III ACCNONQ MIT"TM[.107 IIISIIIIItrtal wAUN AR IN Accob l Y1.All STA«AN IOM COKS. tl WIN OMYIRS Mt H n70 10 HCMI iV/R[R tRDf1 TRF WrlpRlrr IItSiR,WRISDI[11A 1 It TS RftrSSA1r TINT NI Nr(rITTIRf MN AD(a[S N M[Rtl tINRMO AND SUM,Y SVAOT(O NO t111T Illi RIt1It AN rRPNNT AIR[O AS IMIcATIOWAANL IA TM[.107 Int4lAl low [Sl 11 [[ MC Aol fo TIN NRCTos,100TI PML%",TOM NN INAIGI GAS SNIT Is To OI 04 01IO tr rM•Anl[INII•. II jt)y SI TRIS IIMTAILAt1OR IS TO It IMSr[Crto,M IVC Or[MTION AR Ctwrl[If0[T IN •wRsq I[N'. 1) RPM onk-mm MO VINING run Am IANi SMR mt r0 1t"MIND 11 IRI rl[CTRIrll COIDMC171t. `•� TITIN lti: �� 11 TIN=I N S/M ICN[Ut R MILT IRNA. tl t!rt ERS SMlI N"NOD M NOM[Ito N cm"'w",Uro,ASSN. 11%IDI or � I tittlt]MRt It r1[E Ot 011 AM DI[r. [IMRAD CprOIAN CA TAN SOMI lr.r SI IIrIR OTIF7SIORS i11fN An IIIOII ttIR[R ro«Nr[R m TITiIRS A r11NL 110121[lOCA IOw INT IN SNM ISOM I&A ION sPa1N m�pE u7T►t►nla Inns _�/js1yV OMIT 1MTS W OINNSEOII[D CERtO It CIntR Of[CROAT,11CtrT 11 To fAt��1(f)To ,SO cto Top Nc Or AUN" D ro sEMACC Or IRS NLN RN I BSIOIS LOCATI0 toll iSLI[r.,.IT A OSIVA INCw210[Of N[lI I110Y aOPTION* r[NU sunDTI011,lEr(s TM tOIla1R SNCI/IUTTOn AIR to ADDITIau 1[1111 Nl STATIONS NRRT CRSS ANI I 11 "IN/RACING INSTALLATION INmIAL rN(ETk11«pIf MAL SrATIa.OSI OMT 177• [Rr CdWli,CPN1ESflo rIr71Rf AR rn 15171 rult[r[IA"" v/ ll ililmiS�IR rll/Scommou 111E NNIIN InTNL[O ARD CONRCtto o fOUIN1[n Sr1Rt 'John All Cws) N[R NACAI IT"IN,ARI[SAKT,NGAR f11t11N S[ISICI (1r OTMA nu0[SI NOVINNnS.IT" rNCAUTIOIM TWT rN14n tM cpwit IRA NIR uwfct to ONMN OG)L.L.EI RUT(CowlT AS DIR[CTIV AS rossim rNN m StlNyl OT[A rM AERO,TNI STATION / oto• t0 OP'T'1 Q+lAl !�• t�.en�L wmol 0 TM sTINNDIT(IR OWEN, 10uTto RTro ON mum 1.ot.11 COIo IAC ] sl CONDUIT IS TO N ACIDIC TWMrW TM fOU1Nf1T TD TM AMOK"PFA tt.1m1Al A l5" TVI,W) I L WIT AND DAMIR ACT.9, Uf•t 7n IK[I inn m N tm VITA E atm CAN ATN•-Its pRr. � 1 -u[�isnlwTlpl rINR a nr([rta Cd Nom_ fpNUll mm NNTRAIIOw.Pus 1 11 Ml ON .. _'parva.)&AFXCLIP 'C ° A I�oa.1n�a s PQpT ens ."-z I 11�1j.�Rllpa r.1 -- -— cCEt nU ids . 1.101 - - RI r�1 TMA•R M MSU MA.p fr NMr1N-rRN-r,prr our. hM'• ae-• �y IOl11� 4�, n tS� _ 1•a1.0' - / 1 �� I •�xrz�Y.dl . FOP V 1 4 oars poa s✓e� / SUPPLY PIPE __ 4 n r 6 - 4 n'LS�iN re Pno oar ]Oei ft. tts! MLAk car canM .�.> D ,lets 1 .t. a.T..0as11I 1¢Iot �!>�rec C[D6sNtc +1 uv r rv%IKI IIK15 to et u%ra WITH L T7i/10 I I GIAI. MILLJlr6X KStrslCal AMIAlKSS 0%T J� Lr tlo•ttt Cd2T•Rtt'!t6 L L NoLtLLr, TP N[ SWZ9-L. !+ ISIaAZ1 4 OZZJ-6.TP N[ft&A ZZ-I ICL) ' 1 451'11 b A Wt.L6Y CIbOW) -- - �� r_ PULL454 TW -- q 51.e'If1 j y s6Rltsy mamum r l to 56 1 I TAINat tcr.7oR -- It '9 01 I L e. OLri L STdT1(ay l -- — 1t `9b614, — 4 3W�F FUblWN tc T _ I r>•j as'��'1 I PIeeswvr sw ITz.tl—oop-r 14 �ir71e01 — I 1'M6LFIOwIICpL frwk; ;A"&"E lej seals a tr.9•r= PuslgLe r_WK--- �!'�' ll nos oeiwu/a e w o Ia tr amtwas•IIw IK■-Jm iMTwutaai •w.Is.IO a.eKasKl n M sl fes.ID tw HR I1aM w f I A(\MOfa Ia1.1�w SSS/ .IfwsN AI M.srllwlf"W.K [� 11 I K6 KRSlr IMI 4M" .e MOWL. I L rnAN I��. wlay M sDfrllm d M■-W slawIMISI I.wnl. fl sw.tits�Iv TK Ts is WW"O Ie01[kt tela rD Im..tina ou IN.K e w a �aAlA w IIs'iIIIIIa w. -- I-A-Yb- F sI r�io o�frlAi.ni Iain M w MTCM'nrt ptfb lF of�n w. n An"IMlaflf.mMM M w sel{;rm .M l .n•t f!Kut p1 t IaOett�w•Ir A U6TF nth lSeeKta mnwlfron. c_I1. 1) "OR aa6 slat.scall w fT EN11I n nwn w:.. rw+m rIn aw.aafw a \ 1 O0f"slrl.fOw MS.. Mm v rirf -v11 s0 rinsr8 M6I la nQ a as i"'0" (fllfw mrarD a'w OWL wt Im I�1 CMMv IITrVOG cm .l IKN 162u l ml01 wlr Im cal.nw IAY•T'lil)At4 ��r�--. w ON imla fltr. CLIP gpw1?Mn MM' I'I rK11a1II aN M.2~10M aunt,m tells v e4-* flwaaIr.M nal M sAK[v C M IN Kam fua Mala M nau.lrls."M atoemr a nor.a" M FMIMM s¢sanaa as rew amrtaa atlew�JNJVWIVA =WfST0a n.l".itva.Kl spool taTa1lD.IDan=,-am u masm. aaur.stn[tac r tut a"tc anMw 23"m(sr oIMI null"gI70�ry, KRKfTwnM Man,nnI sac aain w moorM'u3xu ma K(ITI~awl n[men ".Taal MaLL(w II(smMAaaata a.aa-r1�rta smfar, maHT 6 ttlfl %■Isla IImIWI.Iq Met n w M Knew,wII M fpalt p Kos Rt wa,K Ie-1t. laQuLls.1s N.t S E_75c�� R�L.I_ S�r10rJ -- --- � ca'ri.IG _ ANGM I'3'30 fd--mpu7ck-rrol"" -�.� _ rel ' i •ro�uu. tet• - - c;� I I-Ali q t' Jo Lt" Fes'Ye•. r1f! 1 \ a• (moi •kt� �i) NLS• y�u. _ �. rr�: fir, l corer p I/w T,0.1 ��« - amw Gig— '11� 1 I 1?inC Geri-AMO 1�'t EAS / �j tY19 I LT sic•a C�RTRJ OL'1E. 4 �Isrce ► I NOrZUe.TW r4f.PAAZI*i•t IS NAZI z tniouLE,ry Ptr xqzz.•I V I I ntOLtL�sTP►a5/d1ti.•I 7 t t I 4 i Pu(-Lev StAbc W e /e�az I I Pu�LLLv TIM %M1 I I sw es oemc7m to ajbmb t I reeml"L UE—TW-7m - 04 , II OAWII I I PULA- STArICrt OE�G�7lJ -- ILa SwF i--ywbLe uNw. - p m �iWe5&ve& iMd ISM-1R�r �+1c Iq 5h1o1 — I 1'Mb F 6AfJ 1�.1k i—mi VAO-vat Ila I u M. l _-- w•rwaimwa"caw Saws awss�MI n nm asusunra n w a was■ 46. eeowrl�.im M 11-,A1.arallr,ar rMll w F Yall`wli IIIF al fIH A ILt l7� rl YI.R IKM w I foo "Ma � �. m n w, w", h—M O s as S"m .a.wsr.ms,n�..wsewr Qm. o m cal Iamu w rI.YR r YMa M.O1r.Rn F M.-ItQ.nrwi/tar wAlt. 11 M..1 caw IeI M aRiren.,a1:.1 M i OL `V ISI �� snrry w0 rdlwlOb ORs w r n w a aI 14M METMIA1in w sw. .M w.)°arra wo e.tl..n n w wW avine.omnw, wo-mm M lye"f_oui>u�Jfi_ rn Iw"sut o A a rwtr10e0 w M 1t' em.Irma mnRrroes. •lm—mm; II .Oe.nus", ■Scam a Ir'Irfltass wa rr us Sar de' rl .Pe na,a,rim o ou►s wt Tine arm as.. DIM T Ye' ro r Innes wa,w nae v an"em ee Irw.x,u.aM a nre s .can■ rna aw rr Prat.aaaaa cw twar nswl.� mnrr v rsnna. a. .I ram 9 calla.+.can rn .� ® u.r,a saw � ac• afvl''rPi433. ara+r,call w eSMI.M My A lwrra R marl,.tKw, .� w A`call O atrtra aWV,151 a AID./.Y1 O wflaew _ ._- - - tJ T N.lr U A e.If a ruull nli/car ��ffi` �1 B sun,yr}lO n!Nli[,mar e.a� can as• snum&MR wLL on w a%% C+J Ca M raaaF srrQs idtlae car rer a Sys; wnlrr til sn,av,rare •Ib' am can r re`mmam.atlLL"1t "MuR T W.'MR w snrts;� er,im on mwn mestism I I,,=w•w sera cal,'IBM mhea w wl.w a,"wa rweecnn a R lass. P.M. 4 aalfr. Sar.aFe int F R[enK 7/d,KoRo �LL�._ — !!9.6�-C�:•.. rv"ffwm to,~wRs,wommws. At mmmnm M, �. rrv+n Most,I ■let son,A eaew. Y M" a r�eai M nlon 00 M Rf/01/ earaa sJ►n rrw as onto. n awn a w■Saw Ream M rawsev . e Rea car M e awae w Re..,Im Sas Rw-w L�OI.,14ys{.IEL�eIQILL_6T>rX�lOrl^_ ' a4C-L _ G r 3aa case's C4� tie—C 31C --- --- - -- -- Plo14tiSIO v 114 9 Aid CI1Y OF T I CARD OREGON April 30, 1990 Elodee Robede Meyer Sign Company of Oregon 7340 SW Landmark Lane Tigard, OR 97223 RS: Directional signs for the McDonald's on Scholls Ferry Road Dear Elodee; Enclosed with this letter you will find the sign permit applications submitted for two directional signs. As we discussed on the telephone, directional signs do not require sign permits, but must meet the standards for directional signs. The two directional signs must be no greater in height than 3 feet and no vreater in area than 4 feet. Both signs will conform to these standards once the McDonald's "M" is removed from the top of the signs. I have kept one copy of the sign permit applications on which I have crossed out the 'M" and returned one to you with the same markings to indicate which portion of the signs is unacceptable. These will be filed with the previous applications we have received for signage at the McDonald's z+te on Scholls Ferry Road. If I can be of further assistance please call me at 639-4171 ext. 349. .Sime sly oodwin Assintant Planner l G' 13125 SW Hall Blvd.,P.O.Box 23347,Tigard,Oregon 97223 (5503)639-4171 3 D , APR ? . 1990 "1 Permit No. �J N q0 O� .01 2 CI'T'Y OF TIGARD V I I Y Uf (I"llu SIGN PERUT APPI.ICATION PLANNING M-le applicant hereby applies for a permit for the work indicated or as shown in the accompanying plan,, and specifications. SIGN IWXION ADDRESS: �Cyrl er f �', JcAo//� I'Pi!�4k SING: - J--- NAME OF BUSINESS: 1 APPLICANT/AGENr: ) C>C 'ANY: e [r � i,vPHOr�Is: (ems o nm City of tigard imposes an annual B.1siness Tax 'Alich must be kept current on all pexsons doing business :in the City. Do you presently have a current business tax? YES NO ( ) U.L. Label , PROPOSED SIGN: (Check as many as apply) PEfd'WERr (f�) FREF. rANDIT)G ( .) FREE t/ ( ) TEMPORARY ( ) WkIL ( ) a'Eicn�w'1c ( ) oTHIIz ( ) i 3 H 3� ( ) BAT I" ( ) / ' , C. FXPI}:ATION DFYrE: SIGN DlINSIONS• _ n WrAL SIGN ARTA (Sq. Ft.) : SQ YT ---- -- — WALL AREA (Sq. Ft.) : —lv _ — WAIJ, FACE: HEIGHT (Ft) : _— pRan TION FROM WATT.: —_ _ IIIJJJM 2IATION: YES (X NO ( ) T:tPE: r► nta/ 1�c�s. .��e 1 COPY: I� — — — —-------- -- -- MATfRIAT.S• c x -------- EXISr NG SIGNS: ADMINISTRATIVE EXCEPTION: N/A ( ) APPROvu) ( ) HOW MUCH— -% AREA COMMERrS* __ — ---—- --- --- —_� -- PLANNING DFPAR11MENr All sign permits must be a000mlanic d by a scale _Permit Fee: drawing and plot plan. If work authc.rized under. Receipt No;_ __ a si-in permit has not been cmpleted within ninety AOQtoved By_. __� days after the issuance of the permit, the permit Dat--: shall beczm null and void. ELEX71rICA1, PF.41A I CFIMFY Tf{AT I AM THE RDOORDED OWNER OF THE RBQUDUD: YES ) 140 ( ) I'RO OR AN AG A�UIMORIZZED By THF' OWNFR. BUILDING P •- j�� V_ ' �a tune -� V _ Fn: Y}•5 Tao ( Appl icy ,i - s FtDQUIR �. S;✓ L.Q. dw,s.� C.-i 7 4 G�.a._�o� cp/BKMP11vr Address .]� Telephone N:\WORD\Q')MEV\ e e., LC1J 'Jl J VV APP. 20 190 11 : 2e ALS-APT 5TWN CA. Pi=+ IF . 1 u Ire WR i 61 IT Uh I IUNKU ��I�� PLANNING DEPT. FAC 7MILE TRANSMITTAL WART, INC. TOTAL A PAGES ( 71'CLUDING THIS PAGE) Facsimile No. 209/931-5706 IF YOU DO NOT RECEIVE ALL Telephone No. 209/931-0960 PACES, PLEASE TELEPHONE TOs� ,A ex- DATES_ -91�'v - 9 0____ - ,,, FFOM: �f ,�1 }`�. `ZC�f� y.. RE: ^ R, S —UJB �7r �,�`5 r?n s,+� �, .1 men U3i, D�� . CJ4- -��rc2,, �•�{Q.�a-;��15 ��. dre>��noJ �1-v�...a� t,�.�-�c� L100 C,—,)e- C,Dy-, Y-)e1 015e _ - LA o 1--�c�� (3y-\l 1/V on!D X71 Ern'S ADAF /1NCOFFORATM 3133 NORTH MART RD, P 013O e970 STOCKTOR CA 95M PWW(EM)931-OM HAPF' 20 "fin 1 1 : 29 HD-HF'T :.TI H _,I . rr2 c w-,,*"v 1,4 57' 7i�rA/✓5�UR��4= r')'� 72/- /7/-100 t t a` (4/p tttr,u I I I if SCALE I° ---" f` COL: RS:FLEX FACES I ADDITIONAL COPY - 02037 YELLOW-ARCH k WELCOME_ _ � �' - ARROW THANK YOU _ #2157 RED-BACKGR'ND, ENTER X2025 HLACK-COPY EXIT NLY 7328 WH17E-gC�RDER �i5,,1/T�D /j�cl70iVi4t1� O/r BROW i . 70 - 5A DIRECTIONAL SIC)N tiFF' :=i- ISD—Nr-'T TP t H F, E . Ci-1 1--,a/NY C-4c 6/Miv CWellVe 7: r C1i7 l>F�" ,4,�✓Ga �30�r5 2 Ic'.9//a'7 4ZPCL ht�O �',tiCNDr: . rs j- 111417',f /Ncp 4)*, b'kCNr/v 1 -- Mc; 10''X8.4 CHANNEL Q� /l�i9kt Sukf r ,T I 2'Ul A. HOLE -- _` '/ r�jf,FG�vs rim" ,min/ 9- 2yr J L9 . HOLES (4) ✓/�E'E CT.��li �f ELECTRICAL �l� L ( 1) 15A CIR 120V EL.CH 'LOAD 2.10 AMPS L 2"x 11/2"X3,'l6"ANGLE TS 4" X21'x.250 PLAN -- BASE PLATE I �� N L C I = 1 _ C} f•) L//C� Fodr�iV�, ��';r�%/✓Cfr'Ok Cd[T5, I "al 7 ,, 1v4 ICDUF{ i i UJ (5c1v c R f-0 a,/N c ry ,B_-- A q x2 IUBF STEEL PILE ` P R 2 1990 (3�ib L;IIY UF HUMU L CHANINEI (e EPT PLANNING # p 2 x 11/2" arvc��.E -�TT3 f i I -- A�90 ve I � (4) 2"cf� CiA6ti'. 'cr It I) ANCHOR BOLTS N CONCRETE FOOTING Z n�-e._c� ,<ae�-Y.�,,�-� •��,r (?_ � -10-5� ��.ec:�-:v.��1 .� `mom c�� o� -s;r�„�r_+ U 1 •r (_,Y,Je - W(�-� Cap. - ��er,-�,;� r lam✓\ t'Y�u. �jr�,r� �OYl . , � � [ W u I �P 7 0 7-1 ' Tu^ '�"�� , •h 11 � i� Fs::w.. `^' r �) •a �. - i , '.:Y W,�,_•e 1 10.4/. , ..iE�2C r. I r.n...wa r rt.•-r.- r-_ , { fru ►�1 I ,� t r t_,.. •,r.,. r.^� Z EA ?O SA 't l ,,u -+? �-��1�•Q..!1 /Ul �•Jw,r.'ri.-.:...ter. � • I A 047 ' W cOryl� r _Y . �e' "�- 13125 S.W. HALL BLVD. ` P.O. BOX 23397 TIGARD, OR 97223 CITYOFTIGAIM' (503) 639-4171 OREGON __ - -- - ----- _-- FROM' -- Tx MESSAGE__. �t l 41, .-1 yam► �v i ��-...�. �SIGNED _ DATE- REPLY l -_. ---- -- ----------_-_--------- -- --_- DATE SIGN E D_ --- PLEASE RETURN ORIGINAL COPY WITH REPLY. KEEP PINK COPY FOR YOUR RECORDS. ORIGINAL 1. CITY OF TIGARD April 18, 1991 OREGON Manager McDonald's 12388 SW Scholls Ferry Rd Tigard, Or 97223 Dear Sir or Madam, It has been brought to my attention, that the parking stall(s) designated for the parking of handicap persons at your business have been used for Lhe purpose of parking delivery vehicles, and vehicles without proper permits. I wish to remind you that only vehicles with a valid DMV Disabled permitare allowed to use these spaces. Your cooperation in seeing that the handicap parking stalls are used only by authorized vehicles will be appreciated. If relocation of the parking stall(s) are necessary, I would be happy to assist in determining a location that would better suit your needs, and comply with the regulations. Thank you for you cooperation in this matter. Sincerely Brad Roas Building Official 113125 SW Nall Bivd-P.O.13ox 23397,Tigard,Oregon 97223 (503)639-4171 r �! SEWER CUNNF_CTION / CITYOFTIFARD PERM I T' CrrYOFTWARD PERMIT N. . . . . . . : SWR'�0 0142COMMUNITY DEVELOPMENT DEPARTMENT 0410 19126 SW Hrl Blvd. P O.Box 23397,Tignd,C"Wn 97M(603)639-1176 PR I M. I'F:'R M I T 0. : N U P 9 0-.0 0 9 0 SITE:. ADDRE'SS. „ : I .'388 SW SCHOLLt; FF"IRRY RD PARCEL.: 1S134PC,'-004P) I S DIVISION. . . . : ZONING: C BLOCK a I_OT. . . . . . . . . „ .. .. . ., TENANT NOME. . . . . :MCDOI4ALD' S RESTAURANT USA NO. . . . . . . . . . e40645 FIXTURE UNITS. . . -.74 CLASS OF WORN.. . . a NE:W DWELLING UNITS. . :°; TYPE' OF' USE. . . . . :COM NO. OF BUILDINGSa1. INSTOLL TYPE. . . . :DUJSWR IMPERV SURFACE.. . :46000 :cjf Remarks: Coiist•rllction of new 'restaurarit w/drive thru, park.i►•►g, ete., 0wrler : —-----------..--__.—.--_._—......_......__..—._.....__._.__.-._-----_ _.....—..__-.-___._..__.._._....._.._ F F::E _.__..,_.______._.___......_..... I`IC'DONALD' S CORPORATION type amou►•1t by date recpt 10220 SW GREE::NPURG RD. SUITE 250 PRI'IT $ 6250. 00 INSP $ 45.00 J / TIGARD OR 9722:3 PAYM $ 6295.00 JI_.H 04/09/90 Phone N: 293-0000 Contractor: _........._......._......_..........__..__.._...._............_..__......_........__ JAMES E. JOHN CONST. CO. 722:3 NE HAZI:I._ DI::I_I._ OVE VANCOUVERWA 9866 _._._.._._........__.__..._._..._._.__._..____..._—_....__._....__..__..._._...... Phone N: 283 53Ei $ 6295.00 TOTAL REOUIRED INSPEC'T'IONS - This Applicant agrees to comply with all the rules and requlations Sewer lnspeetion of the Unified Sewage Agency. The permit expires 120 days from the date issued. The total mount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the instaliEr shall prospect 3 feet in all directions from the distance given. If not so located, th installer s all purchase a "Tap and Side Sewer" Permit and the Ag will ins 11 r iateral. F?e•r m i t t e P Si i.g n<a is c1•r e: ._._.._......._. _._.._...._._._.._..__._..._.._._.._.._._..-...... .. _....___.. x;1.1 a dHyl: - ......_.._........_._. _._. ...�...._._....... __.._._._......_._._... _.. ..... _..__.. -._..............__.._.... __._._..... ._....._...... _ ..._ _......__..._..._....... CaIA for irlspeetioii 639 4175 I -- MECHANICAL CI11Y®FTIFARD PERMIT' COMMUNITY DEVELOPMENT DEPARTMENT F,ERMIT #. . . . . . . : MLC90--0068 13126 SW I ifill Bfv�: PO Box 23397,T,gad,0"Wn 97223 (603)&V 4175 r-"R 111. PERMIT 0. -. BUP90-0090 1- 4,4 DATL ,T. TL ADDRESS. SW S-'CHnLLS) FERRY RD PARCEL: 1S134D(.,---30401 SUBDIVISION. . . . ZONINGo C--G CLASS OF WORK. . .-NEW FLOOR 1---'URN. . . . EVAP COOLERS: TYPE OF' USE. . . . :COO UNIT HEATERS. . : VENT FANS. . . s3 OCCUPANCY GRP. . :E12 VENTS W/O APDL: VENT SYSIEMSt STORIES. . . . . . . . : 1 ROILERS/COMPRESSORS HOODS. . . . . . . :3 FUEL lo --3 HP. . . . » DOMES. INCIN: :/GAS/ 3-15 HP. . . . 5P COMML. INCIN: MAX THPUTc147000 EITU 1.5 30 HF . . . . » REPAIR UNITS: FIRE DAMPEW). . :N 30 50 HF'. . ., WOODSTOVES. . p GAS PRESSURE. . . IM 504, HP. .. .. CLO DRYERS. . : 1. NO. OF OIR HANDLJN(3 1.(1111 TS OTHER UNITS. :2 TURN ( 100K BTU: <== 1.0000 cfni- GAS OUTLETS. :8 FURN )-100K BTU: ) 10000 cf111.- Reniivrk!s: ConstrUCti.01-1 Of new -restat.t-rant w/d-ri.ve th-rk.t, parking, etc. Uwnp-r: FEES MCDONALDIS CORPORATION type amount by d-Ate recpt 10h`20 SW GREENBURG RD. SUITE 250 FIRMT $ 103. 00 TIGARD OR 91223 5PCT $ 5. 15 Phane 0: 293-0000 PAYM $ 133. 90 JLH 04/09/90 Contracto-re JAMES E. JOHN CONST., Co . P ' 223 NE HOZE":1. DELL AVE VANCOUVER WA 98665 P ki c)i i e It- 2 8;3--1;:365 $ 133. 90 TOTAL Reg #. . A 6326*1 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore, !)pecialt'� Codes and all other Mechanical Insp applicable laws. All work will be oone in accordance with Heating Unt Insp approved plans. This permit will expire If WOTk is not started Cooling Unt Insp within 180 days of issuance, or if work is suspended f tore Shaft Inspection ......... thd, 180 days. HOO(I Inspection Fi.'re SLkpp'r Insp Duct Inspection InSpeCtiol-I Permittee SignatWrer ....................... ISSUed Fly: Call fo-r inspec.,tion 639----4175 KauAIS 1' TIGARD E+UII_DINC,MF'E F;PIIT XrY OFa F+L1P":�e_.Ota- 0 GRy��j4RD P�Fi I'I I T # COMMUNITY DEVELOPMENT DEPARTMENT owmoos( PRIM. P'CRMIT #- -. PUP''.• 0 -009O 64° ! - 7i DATE: ISSUED: 04/091':)(3 IV25SW IWI BW- P.O.Brn.23997,Iigard,Orepcx,97223( ) -r P'ARC:E:L a 19134BC 004011 - SITE ADDRESS. • • 9 1c?:i t1 Cf �W SC:I-1U1_L_Si FERRY RU ZONING: C-G ::,UL•+DIVISION. . . . a LOT« « . « . « « » 14LOCK. . . . . . . . . . t EXTERIOR WALL. CONSTRUCTION-- FLOOR AREAS-----" '.'a»NR EaNR WaNR REISSUE: F"IRST. . . . :5200 NaNR CLASS OF WORK« »NEW SECOND« « . » s f PRO i CT OPEN 1110 T'YP'E OF USE. . . SCUM THIRD. . . . . sf N»N iaN FAN W»N T'YP'E: OF' CONST. »5N « 5200 s.,f• ROOF• CONST a A FIRE RET•?»Y OCCUPANCY GRP,. :B2 TOTAL-. -'_..__. i AREA SEP. RATEDa OCCUPANCY L.OADa 1.`:i0 BASEMENT. :GARAGE:.GARAGE- - :» s•f CiCCU SEP'- RATEDa STUR. a1 H'T. 116 ft __..__............... .... _.. E+SMT?a N ME"Z.Z':'»i`i R'--'GD SE'iBACKSGHT•____....20.._._ FLOOR LOAD. . . . 950 ps f :2O ft REAR» 0 f t FIR ALRM a N HND ICP' ACC:»Y DWELLING UNITS: F1NT � PRO CORRsN PARKINGa38 E+E1)F:MS a BATHS: IF:P' SURF'() '.E-.47000 VALUE. $» 294000etc. F1ema•rFcs» Cc�nstruction of i•ie�a •restau-rarit w/cl•rive th ruy pa'rFcl.ng, FEES -....._._...__...._......_....._._.. Owi•re-ra --- _.._.._.._.__.__.,___-___.._.._.._._.._._._.__.__._.__.___,_. _.-• type amaurit by date reept McDONAI_D' S CORPORATI ON 964. 65 JLhI 01/19/90 11&!20 SW GREENNURG RD. SUITE 250 ,AMM 9 TIGARD OR 97223 FIRE $ 367. PO I!hrane #» 293-0000 5F:'CT• $ 45.90 Cont-ractor: ._......_.__.._...__ P'AYM $ 'x63. 1.5 Ji-H 04/09/90 JAMES E. JOHN CONST. CO- 7223 NE HAZEL DELL AVE. . I VANCOUVER WA 98665 $ i.927. 80 TOTAL.. F'h(jvie #a 283•-•5;.16."; Req #- . a 63261. __.. REQUIRED INSP'ECTIO NS This permit i5 issued subject to the regulations contained in the Foot/F'o(.(nd Insp ___.____--- ••-- ----••-••--- St•ruc Steel IvIsp ---.. ---- Tigard Municipal Code, State of Ore. Specialty Codes and all other Reil-If Steel i vis p • •-••••• -- applicable laws. All work will be done in accordance with 1,l a b I its p -- -'-'----"'"-"--'- Approved plans. This permit will expire if work is noL started Masonry Insp within 168 days of issuance, or if Werk i5 suspended or more F-ramir g Insp •....... --------~ -"'-'-- than 169 days. Roof ri a i l ri g I lis p .......... Iirs(.(lation Insp ..... Gyp 1:+0 a•r d 1 ri w p N(�•rmi.ttee ,x.gliat(.(rea ' 3((S p C e i.1.n g 1.n s p _._.._.____._...._.....____._._......_._._.... F"i n a l I n s p e c:t i ca n .. __.._ IS s(.(e d BY:; _ -__._---._.... _._..._._..__..._.___.._...._...._____......__...._._ Call fray` irlspectiol., f.,39._.4175 i C'TY OF TIVA RD A�4 PLUMBING PERMIT CITYOFTWARD n�R F COMMUNITY DEVELOPMENT DEPARTMENT LORIGON P E-R M 3. T b'• . . . . . . : PLM90-0053 11125 SW HWI Blvd. P-0.Box 23397,Tiprd,Orern 97223(503)63"l 75 PRIM. PERMIT O. e BUP90-0090 -- CIA 9-.4 1 nan' 'r-czc,,UEna g4iniQ461M SITE'. ADDRESS. . . a 12368 SW SC H"I LAS FERRY RD PARCEL: IS134BC--00401 SUBDIVTSTON. . . . P ZONTNG� C-43 BLOCK. . . . . . . . . . CLASS OF WORK. . sNEW GARBAGE DISPOSALS- - MOBILE HOME SPACES. : TYPE OF USE. . . . :COM WASHING MACH. . . . . . . :: 1 BACKFLOW PREVNTRS- - OCCUPANCY GRF:'. . NB2 FLOOR DRAINS. . . . . . . : 10 TRAPS. . . . . . . . . . . . . . : STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . :: 1 CATCH BASINS. . . . .. . . gl4 FIXTURES---- LAUNDRY TRAYS. . . .. .. . - SF' RAIN DRAINS. . . . . : SINKS. . . . . . . .. . . :2 URINALS. . . . . . . . .. . . . . 1, GREASE TRAPS. LAVATORIES. . . . . 14 OTHER FIXTURES. . . . . ... .I TUB/SHOWERS. . . . : SEWER LINE (ft) . —. - WATER CLUSETS. . -4 WATER LINE (ft) . . . . n DISHWASHERS. . . . . ]. RAIN DRAIN ( ft) . . . .. gGoo Rell'a rl-,,.S- Cc)i-)st-rLtCt'1 Oil 0 f iiew -reStal.lVallt w/d-vive th-rLt, parking, etr-. Owner: FEES MCDONALDIS CORPORATION type by date veept 10220 SW GRFENBURG RD. SUITE 250 P R,M T T. 360. 00 PL C K q, 90. 00 T$.GARD OR 97223 5PCT $ 18. 00 Pnoile #.- 293-0000 PAYM $ 468. 00 JLH 04/09/90 JAMES E. JOHN CONST. CC). 7223 NE HAZEL DELL AVE VANCOUVLR WA 98665 V,h ci il 283-_5:365 $ 468. 00 TOTAL Re,q 63261 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Top out IliSp Tigard Municipal Code, State of Ore. Specialty Codes and all other F-irial lllspeetic))-1 applicable laws. A'l work will be done in accordance with .......... approved plans. This permit will expire if work is not started .............. ivit-hin 180 days of issuance, or if work is suspended for more ....... than 1,88 days. ......... Ple-vniittee ................................ .......... S S U e d D), Ill;PPC-'t I 011 639 4175 1. OF PAYMENT OF T[BARD PEEFIPT' NO. I :1 4 I:HF,("j: cqnOLIN'T CAbH AMOUNT DONAL.T.) i-)AIF 0-4- /9 0 A D V P.E q S) I S'LJ8D V)I S' I ON E;pj, jOlE AUDLINTING CEN7*F7'P OF F:�,AYMFNT r-MOUNT PAID PUPPOSE O�: PAYMENT AMOI..)Nl' PAID -60. 00 917. 25 u Pllil 69.CIO FIEPMIT 1014-1. 00 BUILD FEPHIT 'lAX 5% MFC:HANU.-HL, PERI'll"r 6'1�2050. (313 PL_04 C,HECK FEE '115.150 SEWER UC.35A 7-00. no rjEwEp tPisrECTION 45,DO STHEFT SDC SI-()pM SDC-4 t,,Tn. co TOTAL. F01C1IJIJT PA- D sr TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box J755 . Beaverton, OR 97076 • (503) 526-2469• FAX 526-2538 April 5, 1990 w. James E. John 722.3 N.E. Hazel Dell Avenue Vancouver, Washington 90665 Re: McDonald's S .W. Scholls Ferry Rd. & North Dakota Street Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Saf(!ty code (UB(;) , Mechanical fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations . Plans are conditionally approved subject to the following items: l • Seatinc�_and Furniture L-c,ut; A seating and furniture layout shall be provided to this department through Tigard Building Department for review and approval . 2 . Hood and Duct Protection: Fire protection systems for hood and ducts to be installedin the above captioned project shall be submitted to this office for review and approval prior to installation. 3 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections . UBC Sec . 303 4 • ttequired OCCupanCert_ifitate_ Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit . UAC Sec . 307 "worAing"Smoke Detectot,Save Lives _ I ar +w w► s► wr � +q .r �r d James E. John April 5, 1990 Page 2 If I can be of any further assistance to you, please feel free to contact me at 526-2502 . Sincerely, Gene Bi.rchill -- Deputy Fire Marshal GB:kw cc: Tigard Building Department McDonald's 10220 S.W. Greenhurg Rd. , #250 Portland, Oregon 97223 SIGN PERMIT PERMIT #: SGN90-0023 DATE ISSUED. . . . : 03/7.2/90 EXPIRATI.10 DATE: / % PARCEL. . . . . . . . . : 1S134BC-00401 ZONE. . . . . . . . . . . . C-G 3USINESS NAME. . ., MCDONALD'S RESTAURANT :SIGN LOCATION. . : "I" S14 SCHOLLS FERRY RD APPLICANT/AGENT: MEYER SIGN COMPANY BUSINESS TAX NO: 4027 -----w--------------ns------------------ a......------ma SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 4.1' X 6.1' TOTAL SIGN AREA. . . . . . : 25 sq.ft. WALL AREA. . . . . . . . . . . . . eq.ft. WALL FACE (DIRECTION) : W SIGN HEIGHT. . . . . . . . . . . ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : LION DESCRIPTION OF SIGN: PERMANENT WALL SIGN, 4.08' X 6.081, 24.81 SQ FT TOTAL SIGN AREA, 874 SQ FT WEST FACING WAL NON ILLUMINATED, "MCDONALD'S". MATERIALS. . . . . . . . . . . . . PLEX EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A COMMENTS: PERMIT FEE: $ 25.00 APPROVED BY: DATE: 03/22/90 J `� r let 12 Pik HAuD J AIL JI 1 E. S Woft f'c�t c a,ln Mf vo PATIO 37, 104./69 e e; AC&A { I � H7 99, ki it 4 0'05 4Z W 37G' 4 { !A qw; I I� g 4 . 5 /2GONG• Fop N r �� HAWD AE U CI'JCs� I � I ?Ac L)A —ID !04/63 9 a �►. - WIIO'n 1Z'GOA is �° Y t4 99, 115 4 7+-�L �i O'rj5 ' 4 — v'.' 37G 4� h 4. I � � w Permit No. , CfU SID '-00j-3 CITY OF TIGARD SIGN PERMIT' APPLICATION The applicant hereby applies for a permit for the work indicated or ass showih in the acoahpanying plans and specifications. Slur IJ=ION ADDRL•nS6,eA.)&- Of- f V4 D1 t-T"47,ONING: ( . NAME OF BUSIN&c S: 15 A(-I)'% r k- STA L4!AN7- APPISCArTl'/AGENT. , • _I"l F�'� _ aIVANY: _ PHONE: L� g•�-- � The City of tigard iiqxoees an annual Business: Tax which mast be kept current on all persons doing bisiness in the City. Do you ptr�ently have a current business tax? Z? YES NO ( ) U.L. Label PROPOSED SIGN: (Chock as many as apply) PIIdw*,NT F =rANDING ( ) FREEWAY ( ) TEMPORARY ( ) WAIS, ( LuD nmic ( ) OHM ( ) B11113DARD ( ) BAL T OON ( ) SIGN DIMENSIONS: y( (� I Uj All L v . ' I>(?IJWY1ON DWI;: IMAL, SIGN AREA (Sq. Ft.) : S ee At WALL AREA (Sq. Ft.) : WALL FACE: GU/_= 7 _ _ Soh t !`SPY ex11MUlT (Ft) : PRcJ17ECTION FROM WALL (,;,0 T. 11-11 INATION: YES ( ) No (h; TYPE: 5" /S�r. COPY: ------ MATMMS: LAX ExIsrIR, SIGNS: -– — --- -----------__ A114 .ISTRATIVE EXCEPTION: N/A ( ) APPROVED ( ) Ilow ML" % man, ( ) C(MNIENPS: PLANNING DEPARIMENT _ All sign permits must be accompanied by a scale Permit Fee:-1411• 00 drawing and plot plan. If work authorized under Receipt No: 0/b7 `/1 a sign permit has not been con-feted within ninety roved_yI3 : days after the issuai-ce of the permit, the permit Date: sha l 1. be--=ie null and void. I=rr%ICAL MMIT I CI3:ITFY TINE I AM 'ilii' RI=RDE[) OWNER Or' "ME RF1:)( REI): YES ( } NO ( ) Pwpmry OR AN AC;wr Aunfo I?.LIA)AI3Y 'ME OWMR. BUILDING PERMIT _ M �e C. I2D7JIItFn: YES ( ) NO ( ) Applicant's Si tore 6vN 23Jo S w- 4kJ0f*R - 4 0-&Z,00 cp/C3KMI'EEd Ir Address L). Telephone N:\WORD\CUMJEV\ rj two, 0(2 ..F 1 0151-11M)p * $10 jr�kr N 4 L,#mot*T 17MY : r. iNE - r • In uj 1 I' ` f W• L�M �4�}Gb-60- -'r - - --- - ' � Ii I U e ^� ` 10 LO LOuj y. •V s n r I �q� 0 01,111-111 mum % 7 �� , IV� �-vG� W/ �pIP�Y �!f�l`�kl .. r .• ' ' ,.�f '� '+y. 'I ~ f "M'.� +� !{' •�Y,F�h,l:', ;r..�� , I �.. •CI., , �.�, � ii." ,rYr, e t, rf ( e. ,.M+ t; r; `I.'',` .'.�,�., "� � �. � � t lt; � '• ,.`7'• I '• 1 :•, _� ... n: ,,}}.r�i +y�' �, ..a ti V�.. �r',L 'l'"- `/"�'' � I y�.•'�� , _:+L•t �- t t. � ;} :� � f,.�t �,. � �`?1,'� .k ,Y t ' •_ M, 1 ! -r 1 � ,, 'r"�C'V� Q:¢ > a .V A. 't ,�51. i, i� fRa t•�;�. �' ,*,-i!•ti: � .Jw?41 ..,�', 'y.-, ..*,1��, n•1 yf"1,.,'j'�i�. i ,,. � y I 00Z W �. .;.�'..t i^1' .p[ "�.0 1,' ,'� ''r'i7 �' I �, , .f`. .y�' yi, - . :`dJ;' ��'R. '�' �1► I r .:rya, . If 1 e. '(/CJI (q }rte •r•+l ;20.In m 1•- . .r ,, ��,',.flr `:A�' '4 '. r �:'i I '� r'.. '' '.7�'� •►. I `-• ` ''a 3� � '4 �- ►}� i. I /'/ � ��`' ,. q'Y .. •1+ •r. t'4X �' }'' 'd. �', .F`r•g{ 2 — "'S'. .kk. \" ' �7 r-w rR' 1, „�,, 4 '�}n�x�H'i I ;� �� r� 1• I •FSS• .�1 Q. o w crQ. p. 41 1 p 1 z"$Z O2, curla I '' 99 .•._... ..,._ 1 _, ! I j .7 t) v J M:3 00 U 200 LL a W yJ I ��M. 1 1 '' l.� "MICA tttW4 F'o�iSoC-G' j •�M � Z�NaN --ti �1 .•�F �F 1 r' {: �O] _ U w J LL wQ XIAIC'1�T r 3 u r�U� �9Nr z Q 0 'f A�G`L7EJ j0 O 2 00 M ` 5•..`v7 , k �77•.�_,, . —..r.-. ,..y�, ^„ F kk 7"' r �, -.1.... _ r . - W W S¢1- ' ••C 1�'yy n:.^�1 be .�., � '•, �,:> - ySt 4 " J�"t j i f •n 1 � f• I + , u �4 1. I c)y p F Z N 0 2 1j >11.�41l •1 ,' l 1r i" ,r d W N W I- ' ., 64t 1 I ,,., r' �S. � '`�.A' ,7 1 �';-,1#�. `�» ��'"r �/ � � •+{' ,.. •j, �� yye;A . ' � � Q �r" a 0 Q t•�N 0 1 , • �'r{y Y > j ry f r'+ 4{ •� r , i 4 Y; ` .;, k, 4 Pr t�"L If�M� f ,'` I <a C]a F 4J I �JW W fit 7 1i i OJ+' y� �':A .✓ 5,,, /• �Tf, �, J �'•7 _, _'- fl., 71., ..{G' ' 1 7 v,:� � ;�� ;I' y i , ,; '� '� t-i�' �F � ti;t•q'+# � 1'i'�» r 'R�Y•"+.� r 1�� -r. � n!_ 11 '67 a• 2 ,�" r�, � r�' t X# I ,�.1,` 1 '{ Jrt b'*t i�". �r t' �'�i3�,tvt ��.tt4 Pr �•. �1! r F " _ _ —�. f 111 ''! ,<+ Mi `� ��,�� Its' ♦'�k a I * �t ,r I ♦ )�R r,- (� e f - j47 1 `( p` ��'4i+f a ," " �'B1 dr ''s j I I1 I �1 ,R \ - — --'-_ •� 4. � \ j .t y.'y a' r.h��,.•. � ti'f. 'r{' 1 ` �M, , ",. �t. a: ,,.i� I 7 a< II •V r r7 — f r furl , "Fa 4rti 1 ti x :A a" }� • ._ Ir .!qua ' � 1•• �a' i r �� ,.: y ^' {��^� , 7 .l*. ;, f, _ .. _ � , a N •4 ..'t y t. ♦ __....._ j,.. . . _ f ,'4�7 Fir.. C� �':,_ 't.T; . 'd,. �r - __ 4,. , • K- t i.. (" k "',e_ Ver 1 `1 �' e, :r. olL — • jj t, `,r• y 1' ,� t r art I I PAI 0-f IMC 14 -YUL 4 1 va i ' cur auY�s 31 f�2 � �� ► ✓IV I r �1` I T 'V�� 1: P -pa-.rr � Cxa�T l-��(IaN �� t#t�Ir�kf� I '/ I� �` ' � ,�. � '�� , r ��,; 1� M F.►EL• � ��''h ��T ole I�t•L �� V �T Ile VT 31•c cc q 1 try, U. in CC t/� I J < PA ------------__ all r �' ' - ~�` 1 }I' 1r tl Ii I'� X^I♦ y n" — "-7 rc z 5 +, •)4 `�'� " _ I .,..-�..._ ._ _- ._ _.i% '� d r °� if � w'2. 4`' .I��y r��'y, 1 c- ♦ C��} � � _1""'r'1 •��'Ir. ,'' -7-_ r j 7 A�'Ie3'y we;� °: (f 1, s � s ~�(`' u a 71 1 w w r •": e✓wlM,w+sa,Y+lt 401r , gNM,6 Ma4l+xM .IINIR,MI _ .• W LL LV I I I 7 2 w f =0INCA I!-�''Wxl�2Mbxi1l'_�'rI M ) .i iil F1 tr 0 1 1 1 I I S H'f SHEET L I ( WALL- TILE PATTERN �0�1 � T OOH jI DRAWING NU REV Bk1eI7►iM Service k�c J Cf 3 SW SC:HOL_L. S FERRY ►?.J�fr roar: 1l6Ae� t Mluu,�141 ,,... ..II«. »,_..�......,r,� ♦..,.•,_..,... w"w.a...,..,,.+,.4+a+ww+w,4x,re W s u..,,, a1w..,,wr u,r... —AW". ' r re+.krr/OYIY•rw,�...r.. .rMLt�' aw ...-,._... wAW". NMAMiJaQ�fi�Z E w • IF IHiS DOCUMENT IS LESS IrIIII II LEGIBLE THAN PHIS N )IATION, 2 I �I ► 1I1I11i 111IIII�I III1n1'I,1M�I,►I,O1f-10.1K If II- WI I1i+-)-YI4-IN,eI-►IM-I•,I I+IWIri I I+IF,II•.�vIIrI-I,II:r�xI�.:�II��I I.,I,I•I.I rI .x•I�•IWIIiIM�"I.iI.,.IIlpII,I.II•N'•ImM.II-I11 I•I�'.11tiIFIA9I1hIIt-IM1�P-1LLYO�I.-�.r-MlI1t1Mlr7IFlYllItt l,IlMlY1l aIw1I.II•„1£I:.I,I1rI A 1I +IwI+JIInIeZIANfIIll.YMI.awl.lnir1I.„1lw1�eII :„IN"r•Yw1I, 1�1Yfl..r,Ntit•MRMVM+dyMHa_..�MM.rR!,;r..-.OCTOBER - - 26 1993�L' l 7;1 IIT IS DUE TO THE QUAL17Y OF THE ORIGINAL DOCUMENT. No38 ®�5.— i O 6 LIIAiIZ OZ 81 ZiL ►IIIIIIIIII - IIjLI►I-IIII I _[,I Z QIII�IIIII�IGZI11'-1191Z1 .y��wyq��gprt _,._...,,, ...».r...u.WMswr.r.....�rw,,. ,rwww.�M,MYM.r>•r..rr.,.w,w.,..w- •y+w t ni ., - rr f .• .1 ,� 4 ? � , .., t.. •: �,•, I - .,y ,. ,... -.,r,:."- ' 1 .;,, t, x., 1►1'Mt'�'R I r I floerA . '- . /2 rr G7"� .��L'i r;' P/!•'E. E�.�E/�C c,�.3 ' r � y _-_ _ — � / �Q" „� � � �..�" 490,rV V0_5 QF fid -- /48 s4s1.ti1�;Z Sl At .mss N4o ' i4VA�G�--,1�7✓`�Jbl� r __.---�--- C','4jgIY!? lAX/Aft t•.� lei 11th•'' 3� N a r-,t«7d 22 AWW ¢ 1 �� CUT-Oar fif.•.''V . ff�Ol-F ,2> ki"o 2 ' — G%+aB ' ELdE �O M.�I T,' JAS 12 rr /=,( jc'• ' ; . 'Hotta" ' of Ems. r,FC:> ��E �4 - & n� `" _ �.I r" '*..T,... " � � � -��• _ //v s/•mss IT- \r` /' +, w,.S/%, -`il/F , — ; — Ac. A1,0 C9�' � Lt I /� __ FLAT C'UT w01 ,a., .'�+1�I x• 44 XIA4," Aff too im•Cw '`y� lig f +IMS ..�t -ter• r <, ___ /.�'.AW AWAS AQMW ow / dM6AdMf0Jft :0 7.7 i , 41L + .�r .. a mamma �.c M . _?tL1H T S 9Now4 0 Iq t-1 7. AA or MW .,rte —— - __- � t�� / y � / •'ti a � 61 41 , 7/E �--.—./ _ 7 = _._ c'_ ,epir ./{ �l>Gi�. j, i., 4.T 1C 14bill '' — -- rG.r�/ T- 4✓•'�.9 ��' - _ _. _� gvCs�.t -�9c'�c�'.ve! +a�pr . • � -__ a � , ,� I( �� p .�/� _-•�• � �i�'L'fi�✓S. d �Z�7•,Q /P,Ga, 'i ��« ,ry -.Q 93•a-d. l I I I I ( ( I IArt il 24 1 ,y AV l_,Atz� 1010 AP , 6&-., � _ ._SICI*[E: �• �,•1� ..- � i �-� �,- c•�,��• �,TyG. . ESQ. r'11,�f F.>; �'� 8� �'S`..5�- .. � elm ,.,. y, 7• '" /�'�!/ ' ~ - '" �Z z"rit sw1 L - �'a mak ' = ', 6uC. � �---_ _- - - „�/'�L"' _ _.___�,,.. ��/.�'�:� �'✓` wilf�',1 / i/'— .._. ....., / - ,y.��f'yli�'�G �E��/�'*C.'� �,; a + /_.�. �/�/ o E•von_ mF r: _ d� Z At calla 9(".H01....l S F-L::RRY f:C:)Fa1 � _ _ � A6 b OF r, + �. /� .rt • 1A eY 12 7 •.+.r.r hr , - _ - - -- ^ 'aa l//l'Ar i1 � . � • ,A •.iy iw.• t r. _ � .,,.r,�s.:c=;N •„�14u..K�n';a.'�'AitWiYlr4t:-iiih.:bis'yA'1n�' _ _•..... - ,;..,., s._ : ?aa�^1Yr:xvr•.:.^,A'� r,.iwin. rt-.t1c-,.. ...,i, w.a....,...... ._.::- •ar:-: - IF THIS DOCUMENT IS LESS 1 ( 2 + 14 I 5 ( 6 I I 71 I I I 9 10� 11 12 LEGIBLE THAN 'Tl l I S NOTATION, OCTOBER 2 6 1993 , IT IS DUE TO THE QUALITY OF No.3e THE ORIGINAL DOCUMENT. — -- — — �1!11 IZ ZT, 0Z 8 [Ill $T LT 9T uII 6T F�I Z[ TT [ �8 1$ 1L fi r.• r. i. ti �.. as • yr � .� •er � .e, the northwestern corner of the property. Construction has recently begun on that building. On October 27, 1989, the COmmunity Development Director's designee approved Minor. Land Partition proposal MLP 89-14 to divide trix lot 401 into three parcels of approximately 2.12, 1.79, and 1 .68 acres. The subject parcel would be the 1.78 acre parcel in the northeast corner of the original tax lot 401. The City has not yet: received notification regarding whether the partition his been recorded with Washington County. Fifteen foot wide reciprocal easements were approv4d to be located along the boundaries between the parcels to be created so as to development of a private internal access road to serve the parcels. The private road would have access to both SW North Dakota Street and SW Scholls Ferry Road. The Scholls Ferry Road access was approved to allow right turns in and out only so as to prohibit left turns across SW Scholls Ferry Road. 2. Vicinity Information Tax Lot 401, the subject parcel, is designated with three different zoning districts. The northwestern corner, the site of the medical Office building currently under construction, is zoned both C-N (Neighborhood Commercial) and C-P (Commercial Professional) and contains approximately 2.1 acres. South of this area IS approximately 0.6 additional acres zoned C-P. This area is a vacant, open field. The eastern 2.9 acres, which contains the McDonald's site, is zoned C-G (General Commercial) and also is currently vacant. Map One shows the approved lot partition configuration as well as the current zoning. 3. Proposal Description The appli-cant proposes constructing a 5200 square foot restaurant building on the northeastern portion of tax lot 401. The restaurant would include an approximately 1800 square foot dining_ area, a playland and patio area, and drive-thru windows. Two driveways off of the shared private driveway would provide access to the restaurant. Sixty-eight parking spaces would serve the restaurant including two designated handicapped parking spaces located adjacent to an entrance to the south side of the restaurant. A bicycle rack would also be located adjacent to that entrance. Proposed landscaping would include a variety of maple trees along the site's Scholls Foo ry Road frontage, along the private road on the west, and along the southern edge of the site. Japanese holly would be planted along the northern edge of the parking lot: to block the headlights of cars in the parking lot from the view Of motorists on SW Scho Lis Ferry Road. The remainder of the site would be landscaped with a variety of groundcovers, shrubs, and trees. NOTICE OF DECISION - SDR 90-0002 - McDONALD'S Pale 2 �. qo we �.. .s •. w a CITY OF TIGARD NOTICE OF DECISION S R 90-0002 SITE DEVELOPMENT REVIEW McDonald's, Inc. ment Review for Site Develop acre Inc. on a 1.7 request by McDonald's s are foot restaurant APPtICATION: A a ,.00 qu 12388 SW Scholls Ferry of a plan to construCommercial.) . Location: approval C_G (General nits. Zoning: �Ol) - W('TM 1 .1 34BC, Tax Lot n designee for Road ( Direct o to certain that tt:e Planning ie hereby given request subjectare Notice the above is based DECISIONT Tigard has APPROVED on which the decision the City of Tigard rdings and corTclusions conditions. The j noted below: A, FINDING OF FACT I. Background along .,ith several annexed to the City Plan was The Comprehensive The subject property 12-76) • of the property properties in 1976 (ZC section of the other. 1983 designated the northern southern portion adopted in The larger Residential. Site Commercial Tsrofessional Medium High Density complex on 1 was designated 304 unit apartment The parcel a rc,val for a 1984 (SDR 22-841 • Development Review PP was granted in of this Parcel rt designated portion MLnor the southern P�' was approved by division of the residential nated portion Apartments Prcially designated The Meadow Creek from the commion MLp 85, Partition al developed on his site. Land develops were subsequently and Zone Of 1965, a Comprehensive Plan Amendment ring p designation for the entire northern In the spring a th_ ercial Professional (C- Change Proposal to chane rty from Cornet the original prope 3_085/'LC 3-85) • portion of Conunercial (c-G) was reviewed (CP and subsequently P) to General by the city Council The city request was denied Boa_d of Appeals. The Oregon Land Use appealed to the held. decision wa up proposal Council's and Zone Change Amendment of 3.9 acres of the In the fall of 1986, a Plan nation The nested to change the desig � 18_-86) . C_G) (CPA 1p-86/Z reviews was reQ General Commercial ( City Council parcel to Commission, and request and staff, Planning of the original ensuing of the site an General culminated in a modification 9 acres corner (1 of the eas.ern extern redesignationedesig,tation of the northw_ C-N) . The Commercial (C-G) and r- Commercial site Neighborho a aegig Commercial as noted acre) of the portion remained southwestern 1.7 acre C--P) ' Director Profc-ssior:al ( Devel.o ment Community P for 1988, the Acting (SDR 88-05) On March 25, Development Review request- Un approved a Sits foot. medical office building development of a '24,000 square Page 1 NOTICE OF DECISION - SDR 90-0002 - MuDONALD'S 4. Agency and NPO Comments The Engineering Division has reviewed the proposal and had provided the following comments: 1. The applicant has submitted a detailed preli.mi.iary utility plan, a landscaping plan, and a site grading plan. 2. The parcel was created by a minor land partition (MLP 89- 14) . That application required payment of a fee to the City and a dedication of additional right-of-way to improve its frontage along SW Scholls Ferry Road as described in "Scholls Highway, Murray Boulevard-Fanno Creek, Hearing Study Report; May 1989. 11 The applicant has stated that curb and sidewalks within or adjacent to the SW Scholls Ferry right-of-way, although shown on the drawings, will not be constructed as part of this application but rather as part of the project described in the report. Temporary improvements along S.W. Scholls Ferry Road will be constructed as part of the improvements for the previous minor land partion. 3. The traffic study for the 1986 rezoning application that resulted in the current zoning of the parcel, concluded that developments that typically occur with this zoning would not create a traffic safety problem and that the level of service for the surrounding streets would remain unchanged. The proposed development is a typical development for this zoning; consequently, no additional street improvements beyond those currently proposed are required. 4. Access to SW North Dakota Street and SW Scholls Fr3rry Road is provided by a 30 foot driveway created by the previous application. A joint use and maintenance agreement is required. 5. Storm drainage is provided by an inlet in SW Scholls Ferry Road, a State Highway. The OSHD will require a permit for work within the right-of-way. 6. Sanitary sewer service is provided by s proposed public line at the southwest corner of the site. The Oregon State Highway Division has commented that there are no additional requiremento related to this application beyond the conditions of approval of the prior. Minor Land Partition application for tax lot 401. In lieu of providing street improvements to SW Scholls Ferry Road along tax lot 401 '8 frontage, the developers of the site made a contribution to the costo of i.mprovement.9 to be made to SW Scholln Ferry Road within the next two years. NOTICE OF DECISION - SDR 90-0002 - McDONALD'S Page 3 The Building Division, Tualatin Valley Fire and Rescue District, Washington County's Department of Land Use and Transportation, Tigard Water District, PGE, and GTE have reviewed the proposal and have offered no comments or objections. No other comments were received. B. ANALYSIS AND CONCLUSION The proposal for development of. a McDonald's restaurant complies with Community Development Code C-G (General Commercial) zoning district requirements for setbacks, building height (45 foot maximum height permitted) ; lot coverage (maximum site coverage of 85 percent) , and landscaped area (minimum landscaped area of 15 perjent) . Eating and drinking establishments are a permitted use in the C-G zone. The proposed northern access driveway from the private road is appropriately located 110 feet away from the SW Scholls Ferry Road right-of-way so as to allow adequate stacking for turning vehicles. In addition, this driveway is located directly across from the driveway into the medical, office building. The southernmost driveway is also appropriately located. The right turn in/right turn out only intersection of the private road with sW Scholls Ferry Road should effectively prohibit left turn movements across a busy arterial. Westbound traffic to and from the site will need to use SW North Dakota Street. The proposal complies with the community Development Code's requirement for parking spaces for an eating and drinking establishment (1 space per. 50 square feet of dining area or 36 spaces required; 68 spaces to be provided) as well as the required number of designated handicapped parking spaces (2 required; 2 provided) . The Community Development Code requires that one bicycle parking space be provided for every 15 automobile spaces. The landscaping plan rotes that a bicycle rack would be located adjacent to an entrance on the south side of the building. Details on the type of rack and its capacity will need to he provided as an addendum to the landscape plan. The location of a freestanding siqn is shown on the site plan but no details or dimensions are provided. The Code allows one such sign with a maximum size of 70 to 90 square feet per side and a height of 20 to 22 feet, depending upon the setback from the otreet right-of- way. The building elevations indicate the location of several wall signs which appear to be consistent with Code standards for the location and size of wall signs. Sign permits will be necessary for these signs prior to their insLallati.nn. C. DECISION The Director's designee approves Site Development Review SDR 90-0002 subject to the following conditions: NOTICE OF DECISION - SDR 90-0002 - McDONALD'S Page 4 D. PROCEDURE 1• Notice: Notice was published in the newspaper, posted at City Hall and mailed to; < The applicant and owners _'Owners Of record within the required distance r_The affected Neighborhood Planning Organization K Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON 4/3/90 _UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.37..370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forme are available at Tigard City Hall, 13129 SW Hall Blvd. , Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m, t) 3_90 _ 4. Questione: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13].25 Tigard, Oregon. SW Hall Blvd. , Prepared by: ( bate: / Jer Y O fe A CC GC GC////f � e � ate Planner `- Approved by: Date: Keith Liden, Senior Planner br/SDR90-02.jo NOTICE. OF DECISION - SDR 90-0002 - ycDONALD'S Paye 6 UNLESS OTHERWISE NOTED, B UIL,DING PERMITS WILL NOT BE ISSJED UNTIL THE landscaping Plan with details FOLLOWING CONDITIONS ARE SATISFIE � The rack to the site and bicycle tack. addendum the proposed bicycles. STAFF 1• provide an capacity than five of type and no less on the have a capacity Planniny Division, 6`s9-4171. shall Offer, Jerry improvements shall be CONTACT: site of an and other the issuance materials prior to 2 All landscapinginancially assured p Offer'CONTACT: Jerry installed Permit. STAFF lot and Occupancy parking maintained P Provided o crated and shall be Prop' privately P section details Gary Alf.son, 3• The P rofile and cross STAFF CONTACT: roadway Plan-1 Division• to the Engineering 639-4171.)4111.) - Engineering ( be executed and Engineering shall The agreement driveways- and maintenance for all common of all 4 A joint use at forme art City on and become proved by the recorded on City be referenced shall be app Jon agreement Deeds. The agreement STAFF CONTACT* applicable parcel to recording• sneering Division Prior 4111) . Eng - Division (639- FeigiDn, Engineering rain drainage for roof and pavement. System provide or by an on-Bite Y c The applicant shall p stem property- to ubli.c stormwater drainage system prop J• to the p runoff onto the 4171) • to prevent (639--4171) - designed Building Division Bred Roast, sewer and CONTACT: sanitary maintained be provided to rivately operated and details shall Berry, The proposed P lan-Profile Greg 6. drainage system P STAFF CONTACT: storm Division' the Engineering 639_4171) • Engineering Division ( the prop°s(.d building connection Of Permit is shall provide A connection P ted the Tne applicant v sewer system. City has accep 7' public sanitar- until the STAFF to the P will not be issued and maintenance. required but sewer for Operation 639_4171) . proposed sanitary Division Brad Roast, Building erosion CONTACT: include an permit shall Technical for a building P Control Plans- The submittal to Eroai.cn Brad Roast:, B. conforming STAFF CONTACT: control plan November 1989' Guidance Handbook, 4171) . Division 1639- Of all Building to the installation Sigprior win, Planning n Permits shall be obtain' CONTACT: Vi Good 9• the Prop erty• STAFF signs °n 4171) . OF THE Division (639- HS THIS AP^ROVAL IS VAi,ID IF EXERC.ISF.D WITHIN EIGHTEEN MONTHS FINAL HEARING DATE LISTED BELOW Page 5 McUONAL� S NOTICE OF DECISION - SDR 90-0002 / IS W. IPERCNHL v) — 10� W - O ► S� z LN. W -- W 0.a. A� o� ot% n S W. GA' LOW i QNO vow", v* S W 5W - ' Nptil' GIZ� S W. 11c,` r SCHO� WOOD c. Oit \ \ X00D DR. j co 4.1 i -,,,DOC � ❑ 00 <� O Z u - S.W S C-7 C� ❑ C - # o NOW - r rT r 6,QG - -- ---- ,S�E - RR.ARD . S'yc S.W. ANTON D .--- -- -f SW --- _-- _L S. Uv 1 ( MgNZQN TA T OR. P —1' I I --1.� CT. - - ro ui Q GL Clef, Ll�y CIR um via cn°�r� ` T sw - 1_ r Y c . 1 .- EDG WA E CT- CT ❑ — � SW MIELVI �SUMMERLAKE ARK S.W. euRLHEioH s ✓ \ I SUMMER IST. SUMMER CREST J vi L_.-A A_.T'J] S� - -_ \` 9.W. MEjtEST QNE C -- �l_ SIGN PERMIT PERMIT #: SGN90-0022 DATE ISSUED. . . . : 03/20/90 EXPIRATION DATE: / / PARCEL. . . . . . . . . : 1S1348C-00401 ZONE. . . . . . . . . . . . C- (r BUSINESS NAME. . : M��C��D��OSSNALD'S RESTAURANT SIGN LOCATION— i li"2 SW SCHOLLS FERRY RD APPLICANT/AGENT: MEYER SIGN COMPANY BUSINESS TAX NO: 4027 --------- SIGN: arias-aa.S'.IGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY. ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 4.08' X 6.08 TOTAL SIGN AREA. . . . . . : 25 sq.ft. WALL AREA. . . . . . . . . . . . . 874 sq.ft. WALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . . . ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: PERMANENT WALL SIGN, 4.08' X 6,081 , 24.81 SQ FT TOTAL SIGN AREA, 874 SQ FT 9AST WALL, "MC:DONALD'S", PLEX. MATERIALS. . . . . . . . . . . . . PLEX EXISTING SIGN. . . . . . . : ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A COMMENTS: PERMIT FEE: $ 25.00 APPROVED BY: DATE: 03/20/90 �t � EEL&41mkK. a_rmit No. _ 5 60)4 0• _061" Z- CM OF TI(;ARD SIGN PEF41= AITLICA`T7ON The applic x ct hereby applies for - penni.t for the work indicated or as show:c in the accxupanying plans and specificati.Vns- S J /f v�ta R�� oG �A�P_ Cn �, SIC3d IIX11'I`ION ADDRESS: .� 11 K 'n ZONING. NAM;, OF BUSINESC. o.'Al At b� b r AtA A^rj�C,n, Ill q� 11GENr- �� OOMPANY: PHONE. City of tigard irtxjsc- an anmial Business Tax which must be kept curre•.jit on all PPr`- doing business in the City. Do you presently have a current bUsir?ems tax? _-- pRopOSEI) SIQJ: (Check as marry as apply) PUMANEN'r ETtEE:-3MDING FRELI�Ai' ( ) TEMPORARY ( ) WAII, FZ,DMUDNIC ( ) MIER ( ) BIIIBOARD ( ) BALLOON ( ) SIGNUII�iIJ1SIONS: —_� � EXPIRATION D111'E: 'It D-.1, SIGN AREA (Sq. Ft.) : SeV A±tPc e �`�:Z�� WALL AREA (Sq. Ft.) : S Q WAIT.. FA(7E: _ Z _—. K elf i 9N Pf2(JJDCIZON FROM WAIL,: 1I1IP'IINATION: YES ( ) NO (h) TYPE: -- Sit k Yo MMMALS: - --- — ----- EXISTZNG SIGNS: ----_=/ vNT �_---- --- -- AUMNISTRATIVF. L7(C11'FI.ON: N/A ( ) APPROVED ( ) 11OW MUC7i % ARI-71 ( ) HEIGIfr ( ) MANNING DEPARII"11NI' -- All sign permits mist be accxmWn i cid by a scale Permit Fee: 5• D(-' — drawing and plot plan. If work. authorized under- Receipt NO!' __. a sign permit has not been cmplr_tArl within ninety 1days after the issuarxe of the pet-nic, the permit —^--- — shall becxmi' nul.]. and Void. ri-B,I'RICAL P1MMIT I CE37I'IFY 'IIIA'1' I AM 111L RI70Dj4)ED OWNElZ OF THE RFQUIRED: YES ( ) NO ( ) PRO OR AN AGENF Aurno IIEv 13Y `I11E (DINER. IAJ�:�(��2 ��N C.O•� 151JI1I)1NG 1312441T REJQ1MM): YES ( j NO ( ) Applicant's Si ture Ltj , AN cp/BKMPDMI' Address �f 1 N 'Telephone N:\WORD\(X.)r'IDLV\ Tt' (b Ago CA, 9 TZ-z3 ML -�--- ,I c-'--a--5 i° !'Z' RC1 t N ti, stc � RAI ril- G F' -I Mc DD PATIO /04 B yam' t; Zro 99, •M 0"05 ' 4Z"- W 37G . _ f !D Ci Z ' /� ---1------#-- .� - -------;� =- 30' taYc.wr� ?Ac Da PATIO _'7 104 8' � -=3 K,VEA /B9 �; -- IZ' ccNcr^ 14 f 11'j 9 19 Typr. S • 99' 7, 3 Tl r per Yc.-- i . G�nss � per• ---�-- ;- yap -- - .G�)}�•f.: A ^, '�i�•�, �2. —� ray --_--------------� ' 1 } D-- CZ Z7V4 T/Oit/ ----— 1 1 c /B7.� l !I _t/o :crttcris ��;Mr.f 1•;� 1 �/'!.OGc• To moi!o�'� i✓Al/'�E Oil ! •�!/1</• l�iF-w . ' 11 OLCA - II • �::� •-1 � �- L�X/..t� !ls'j- �„i✓�- �,C�t�,� �:�;v s.�,K.vr/f'ccs•y). r: •- '• • f � (�jj//,fis. /�) s>vo-.c-v�y /O l',s/F< o.�.�°�4��'S.- =?/'i< �•s�t`.1'-:-.- - c• - /i.�5 /N /.FcE=3 c� i/✓ y�c ascf %'i:iris• _ 4 .�' .�:• r • J. �ys•4>. .r�,s� Sr.0/> >� cG/.'4i:- Gam-l�`�” it�'�. . ,t�:,.� �%� -/c✓NG art. _ 9 ��' Y ..EKG, /N s✓s�,��[ c/✓/z?cL�;:. - _ ��-, •,voit�CE.T.�/ _ �j�) Sfi6� x % - �Lx /✓ �'Gy -` ' wrrh' �'>Y q•- (6 Ta . S4%S/DE of � jW ;r _ f i L FE r-v F vt/ - , .• f G ,(rUr�: /P !n C a AssF��S�EO ov �ir��l�s.�E.l+t��'6'•�j"•� ,5 a'✓ �1 A (rrNr?!/ S �:rG . /�tES /rt/ �5'o¢r�. ,4°.¢.) �F�:AL/�rE fG9Lc' 3''/'D' fB•GQf��.�kQ ✓b' /S'•VO 7-o 66 k117 4'may'- Ak.:Ir- . /ot /NC- :eso 1D .uaGL i rs) Vie•y.s>!!r E-s?'�%�yt/a, ,•fvo /9J �p•r'',•aoLEs �,�oo.vp.9ReivFs. '.•� '. � /frr-acs dE/a�r--il• �� .�,?itc h'ct�i i�� '�%rrEt,'iv(ri� w�iiri•,o n%c�c� . -•,` �.� /rE'S>� SH/ELOS i/l'<'o .�!'r6 ho,ce�r-;�•- t 3� �i9Cr la Go Pi8Vc7_ /N 1c/JC-- �21•��x_?'�B6�8Dfrs / Tt•t'k/- lz%>N. .F�F/r'n/�tcZS ' 'f�/NJ>i4�c /J1cQG/j:�rps //�✓C2 r��)GsG PcQs Fia,�'r fi'Ai. Ok•BBOXi✓, r) SiL/CO/VE /9/PGaNO -fIt[ EG'��'S. ; %luil - a n. ,rte/,r s✓vEDf CG/!' ` �p/�a,u�rLD / OED l) l✓4"f' lAGS f,is 11 /7y / :Y 1 /� /�<ivr/rig<�rt yi/.2l/ /►ir/I•E f4f� E FC T/O i I f3p/✓E1- • i i sN e s • + 'JgarF 3'y O �..._�.. ' fv � Oc►wtNG tn1E �—LyAIL LO�ap -/,FTA/L S_, T • � \ _ _ � lOCt110N _ ��—_ 1 ;r r Itt !1 pFN I� I RNMUNIMS OF i SIGN PERMIT PERMIT #: SGN90-002.1 DATE ISSUED. . . . ; 03/20/90 EXPIRATION DATE: / / PARCEL. . . . . . . . . : 1S134BC-00401 ZONE. . . . . . . . . . . . C-N BUSINESS N.AME. . : MCDONALD'S RESTAURANT SIGN LOCATION. . : 12442 SW SCHOLLS FERRY RD APPLICANT/AGENT: MEYER SIGN COMPANY BUSINESS TAX NO: 4027 :zacsraaacs:acre-aaar_csaeeaamacsxa^xe__-m_.__e= a--oa--ac_.c_oee .x. SIGN: FREEWAY ( ) PERMANENT (X) FREESTANDING ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS 2' X 16' TOTAL SIGN LREA. . . . . . : 36 sq.ft. WALL AREA. . . . . . . . . . . . . 437 sq.ft. WALL FACE (DIRECTION) : 11 SIGN HEIGHT. . . . . . . . . . . ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: FT NORTH WALL, "MCDONALD'S PERMANENT WALL SIGN, 2' X lo, , 36 5Q FT TOTAL SIGN AREA, 437 SQ YI.EX, ALUM, GLASS, INTERNAL. NEON ILLUMINATION MATERIALS. . . . . . . . . . . . . PLEX,AL•f1Y.,GL EXISTING SIGNS. . . . . . . : ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A COMMENTS: PERMIT FEE: $ 25.00 APPROVED BY: DATE: 03/20/90 77 mama 14 mmmumm E )0 o PIAYLA JD Mc DO PATIO Ac :37 104/69 471 o' W/IO'R 12'Ccs Tl� YY V f �'� � iz'�----- --_—•---_.--___:__ ..._117 r.._... __.-:..�� 9'� zG� ?'�'� ��R . 1 - } G r - q' plplSGT'�a ' z _ d it 1 t4' r7 .� iJ 0.05'4,2", W 3 7e,. 4 5' Uv pi, M � 10) E Pexmit No. SGA)y0�O Qz p CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit: for the wozk indicated or as shown in the aoocapanying plans arilications. ,,��//� SIGN IDCIITION ADDRESS- r=iz of Sl•J 7u(`NINGJK `- Co1A NAME OF BUSINM-S: _�` o Iv' it ` F S► A N 1 APPLICANT/AGENT: I J t E' QOMM: 1Aj PHONE: The City of tigard ntx3ses an annual Business Tax which mu.st. Ix! kept current on all per-sons d//oiM business in the ^_itv. Do you presently have a current business tax? 41 v L YES Xt) NO ( ) U.L. 1�a .!l f - i PROPOSED SIGN: (Check as many as apply) - -- - - -- — PaVANENT ( ) FREESIMOING ( ) FRIUMAY ( ) TEMPORARY ( ) WALL PC lakmmNIC ( ) 0I11kR ( ) BILLBOARD ( ) BAUJ"I ( ) SIGN DIMENSIONS: ---� )"C p ,_- C I v� E' -`� EXPIRATION DATE: T IAL SIGN AREA (Sq. Ft.) : WALL ARIJ1 (Sq. Ft.) : WALL FACE: 11ELGHr (Ft.) : c x Z u_ o"C c s PRDJBCrION FROM WALL: IZIrnAIIoN: YES (� ) 7'YI'I: c�i �' A c) COPY: "M` � M10732IAIi: - DISTING SIGNS: _ A171MINIS1MTIVE DiCIWION: N/A ( ) APPROVED ( ) IIOW ML"I AREA ( ) HEI-011' 1SS I6�u L_ .__ __ `•lam€ PQM) f PWNING DEPARIMINr _ All sign permits must be acx=iparhied by a scale— Fe mit Fee:,-------- drawing and plot plan. If work authorized under Reoeipt No: _ __ a sign permit has not been ccmpleted within ninety Appruv �' - : - days after the is`>uance of the permit, the pe-mit Date :lia l l bcx-- rx2 null and void. ELBr-11 ICAL PERMIT I CFXPIFY IIIAT I AM THE RIT-)DIWED OWNLR OL' '11IE•' RDWIRM, : YES ( ) NO ( ) 1'ROPOm OR AN AGwr AUI omi-D BY 711E O49NI-R. BUILDING PL1MT � tj o. OF I IZWJIRI;D: YES ( ) NO ( ) lia�nt's Si hat App ure Q y (-Z-)/I m,i-jzmP Address Telephone N:�wotu��Rx�n�t:�� 1 CAro 02 T INI1� I I \ I I I �9".lii11 l�HNE,V�aY' ,� ry.Ar�s�aPii�cK f I _--+ h � Par // � dlf "T 7w l f fv1�f�01 1A111'" V •Sq:IJ-1OR�? Cl YMl- DISPLAY ....N, �_.,.. ❑Nw. . p Fn c IR I ETT>K< w wso Ago 1rf,w.,.N.. ❑.......a. 5CALA:'/4 I'-�" \.... ...H. p� \r\v �,......-p.Q •-0" ALL DOPY FORMED WHITE Q....b ❑.. ❑.\.•.o QRI�M.OILES,V21"'.11S p„H •, ❑\..e...e C].+wH... �� RrTbM.D's6K,C�tIL°L, Q.Y.... ❑.... n_ - I "•• MSD'= DK r6rJOU j! '2 EA 1'G•�av�/n�Gs Vis__ a 60LC Z O, rCd_I1GfIJLL��C�L �� _ CGCL=L •r..�� ii_ Dow r�/�►6•.� �/ . .... .r Nrr••'"NY '•••w.\HN\�'wNµHH.•Nr• � /� 5�N9Sk 32'CAG p.o-wwtM.nnw,wc ios� 2r 7DiaRT TI'S'. E7VV Sc CT/�i1/ ELFCT, 1a�9-O• - "'.�."M�CotIN.[�':� - -- IAV- ou- M�ti crlLr Z r , SIGN PERMIT PERMIT #: SGN90-0020 DATE ISSUED. . . . : 03/20/90 EXPIRATION DAZE: / / PARCEL. .. . . . . . . : 1S134BC-00401 ZONE. . . . . . . .. . . . C- (i BUSINESS NAME. . : U(;DONALD'S RESTAURANT SIGN LOC.ATION. A. ii4e SW SCROLLS FERRY RD APPLICANT/AGENT: MEYER SIGN COMPANY BUSINESS TAX NO: 4027 aaaaaaaaaa-a---w-asasaasaRa---------------szz---------- SIGN: ias-----zSIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . ... . : 2' X 18' TOTAL SIGN AREA. . ... . . 36 sq.ft. WALL AREA. . . . . . . . .. . . . 874 sq.ft. WALL FACE (DIRECTION) : W SIGN HEIGHT. . . . . . . . . . . ft. PROTECTION FROM WALL. : ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN, 2' X 18' , 36 SQ FT TOTAL SIGN AREA, 874 SQ FT WEST WALL, "MCDONALD'S" PLEX, ALUM, GLASS, INTERNAL NEON ILLUMINATION MATERIALS. . . . . . . . . . .. : PLEX,AI,UM,GL EXISTING SIGNS. . . . .. . : ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIR.ED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A COMMENTS: PERMIT FEE: $ 25.00 APPROVED BY: (� _ DATE: 03/20/90 Permit No. S Gnu 9a-o oz v CITY OF TIGARD SIGN PEMIT APPLICATION The applicant hereby applies for a permit t for the work indicated or as shown in the aecrapanyiA-q plans and specifications. � wJ �e fl� �� A. SIGN IDCATION AD[]RISS: COAW4- l) F !�L,&;, Sc 46,1 Is R0 1_ ZONING: -- NAME OF BUSINESS: i IJ,�� -(LS (<kVQU*?f N _ �1j _ �' t))C O APPLICANT/AGFNr: 03WAMY: � ,-( P.iONE: �,� The City of fiigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current business tax? 7 Y03 ( ( ) U.L. Label # .----- --- PROPOSED SIGN: (Cheek as many as apply) PE ZV NW (X) F'REEgrANDING ( ) FRUQ-MAY ( ) TEMPORARY ( ) WAIS. (X) E BCIEDNIC ( ) (MIM ( ) l BILLBOARD ( ) BAMOON ( ) SIGN DIMENSIONS: I x --RN L I A n-5 MIMATION DNJ'E 7l7CAI, SIGN AREA (Sq. Ft.) : .1 --- --- - WALT, AREA (Sg. Ft.) : `I 3 & WAU, FACE: — L),C— - /�E7 e,," S,y.✓ HEIGHT (Ft) : -- --- �'�✓ 2-a - IT,nH CPION MOM WALL _ ILU141NMON: YES ) TYPE: A O-)PY: M c-- 1J ti kc_AS MATUZIALS: LAMid l n/_y r"% ;4�-?'►c DaSTING SIGNS: ADMINISTRATIVE EXCERMON: N/A ( ) APPROVED ( ) I low AREA PLANNING DEPARIMINI' _ All sign permits must be accompanied by a scale Iaermi.t Fee_ _ drawing and plot plan. If work authorized under Receipt No: _ a sign permit has not been completed within ninety AMroved By: -_ _ days after the issuance of the permit, the pr_rini.t Date: _ shall Ixxxnw- null and void. rUX'Ii2ICAL PERMI I CEIIMF'Y `I IAT I AM 'IIIE MXURDR) OWIJI-P OF 7511: RHQ(MUM: YES ( ) NO ( ) !WPEIZI'Y � ORAN 6 e AN AGINI' A111110IRMB 13Y 'ME (x•(11^JI•]2. BUIII)ING PUMYT-;'SIT /V 146,16p(�' ),UAV Co °F`kms I2L7QUII I7). Y ( ) NO ( ) Appl i.cant's Signature _ U1_' ---7734-o S w A NpnMa 'J. �LQJ.�a Address - ''�- -- -n---- -- Telephone' N:\WOIu)\Q7M)I;V\ ��Z2 3 t. CITY OF TIGARZ RECEIPT OF PAYMENT PLC NO: 0010-'91: CHECK 010-'917- CHECK AMOUNT 00 MEYER SIGN CC) OF OREf.30N CASH AMOUNT 1 .00 ADDRESSs 7140 SW LANDMARK F-WYMENT VATS 1 0*-',--40--' TIGARD. OP 9722.'. BWrl; NUYADDRI PUPPOSE OF PAYMENT AMOUNT PAID F'LJFFII';E OF PAYMENT AMOIJt-J'f PHID Sli*4.-1 PERMIT FEES 96N OLI-13019 THPOLI(.-,H SGN IM-041 1+jrqr YOU WTviL AMOUNT FAID 1-5.00 SIGN PERMIT PERMIT #: SGN90-0019 DATE ISSUED. . . . : 03/20/90 EXPIRATION DATE: / / PARCEL. . . . . . . . . : 1S134BC-00401 ZONE. . . . . . . . . . . . C- F BUSINESfi NAME. . : MC Q ALD'S RESTAURANT SIGN LOCATION. . : SW SCHOLLS FERRY RD APPLICANT/AGENT: MEYER, SIGN COMPANY BUSINESS TAX NO: 4027 r _=m---=--=x=aar.= =w=====:=a=w===a=as====a==r.==ss=sama= SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 5.3' X 7.5' TOTAL SIGN AREA. . . . . . : 80 oq.ft. WALL AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 20 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT FREESTANDING SIGN, 20 FEET TALL, 5.33' X 7.5' (40 SQ FT) PF.R FACR, INTERNAL ILLUMINATION, "MCDONALD'S - BILLIONS SERVED", PLEX AND ALUMINUM. MATERIALS. . . . . . . . . . . . : PLEX & ALUM FXTSTING SIGNS. . . . . . . . ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : YES ADMINISTRATIVE EXCEPTIONS. : N/A COMMENTS: PERMIT FEE: $ 25.00 APPROVED BY: DATE: 03/20/90 I'ennit No. CITY OF 1UGARD SIGN PERMIT' APPLICATION The applicant- he-reby applies for a permit .for the work irrb.cated or as shown in the accompanying plans and specificati_o 5, f S'�-Ajua-tlf SIGN LOCATION ADDRESS: _�OR IJJ OF c 11v � Fro ti 4- C' )A kMoNlrrG: NAME OF IUSUNIi.S: I I C O c/J AL A S FS t u1A&1T- -- APPLICAUr AG,W (�� m r=-fo S13"u C'. G V,�.EY...J I 11'✓Q�E'� OOMANY: (,AND E: iZ� The Ci fiiannual City of g� Urposes an Business Tax whidt must be kept current on all persons doing business in the city. Do you presently have a current business tax? #4'X-7 YES ( NO ( ) U.L. Label ,f -- PROPOSED SIGN: (Check as many as apply) Pmwffm (�) MM=ANDING FREEWAY ( ) TIWORARY ( ) WALL { ) ElBa.IRONIC ( ) OQ111It ( ) BILLBOARD ( ) BALLOON SIGN DIMENSIONS: _5 T 1� OA, �YJIJ TION DKFE: TOTAL SIGN AREA (ScI. Ft.) - _ T WALL AREA (Sq Ft rT , FACE: WALT .j�l'_u l4 _ �---- — A.tEye� S�qN IMIG fr (Ft) : y��//'U .o j( � ---- ---- � r� L,C. 14C E'IZON HU4 WALL: ILL(L)MINATION: YES (>) NO ( ) TYPE: AIA(- O CLOPY: _ k - owuAt S ri/�i o AIS S6�euIFA EXISTING SIGNS: P �� •� --- — ADMMSI'ItATIVE FXCE1'IZON: N/A ( ) APPROVED ( ) HOW MUQ1 cOI�IIN15: () I IEIGI n, f PLANNING DEPARrIMEM, All sign permit- Must be a000►pxjied by a scale Permit Fee: drawing and plot plan. If work authorized under ReOelptNo: a sign permit has not been 1rcnred days after the is,uana� of th��letc within ninety Date: permit, t w, permit sl Ua l l become null and void. ELEJC'IRICAL, PERMIT I CEWTFY T11AT I AM THE RECORDED OWNI-3t OI' I1jL, RHQUIRED: YES ( ) No ( ) PROPERTY OR AN AGWI' AUI11ORIZED BY THE CA4w 2. BUIMING pLIO T __ � _ _ /c'_ �' j 9 C'a. --rte 1 > �IF�: YES ( j NO ( ) Applicant's Signa ure .�^ l 6Mc0. oQ q-7 27 3 LAI, /I31QMI'E1MI' 6l Address '1'e lephone N:\W0I2D\07MEV\ S1Gt0 IX Po- M t u lit) fs1"-ate C7 PLAYc'`JD Mc DOPATIO •�'� /,fF.A �7 10469 b+ _ ''� IZ'�LCIJG. ❑ ,.T6' rwA y1 yy�IC'R/Z'Cay t > -71 V Q• 7 ��r 7 4 99 sf �-` !J 0'05'4Z' V1 37G. 4'3r N w +ger av +w wr div• / r o -- . S�'r/o4c y 2 4 GoN d n I o,2 r n ✓rc�Q 5/GN� f/ ' . lc,+r�x !' •,> G'4G GAN ��A OZ�' F�� N r — ;�� _ (V ; ?) I �z3s ;�^ w ' 4'7� •y ll)lveflec lc PIX -�55p Ta 6I/ IL 614 as f7 � �O.G I ��y �n- 6•��wJ: his/��;(�i-�'?��-�/ � 2/.�r� �< - dc r4-. ' l W W W a , /+'� '�✓. �~ ' ' /(./6 � �7 6 ,nA� CIT 4 r X) ddcrs l5- N 44 f1 N n n /.>,�. (/•�'')L �S'•(o Y,/s k.` 1� ��,L>7J • Tom+.;�3 3 y hr� /n ' VI if � �.�'O. _ X32 'a J a•3� „L v sa �� SIGN PERMIT PERMIT #: SGN90-0019 DATE ISSUED. . . . : 03/20/90 EXPIRATION DATE: / / PARCEL. . . . . . . . . : 1S134BC-00401 ZONE. . . . . . . . . . . . C-N BUSINESS NAME. ,, : MCDONALD'S RESTAURANT SIGN LOCATION. . : 12442 SW SCHOLLS FERRY RD APPLICANT/AGENT: MEYER SIGN COMPANY BUSINESS TAX NO: 4027 - --------------------=xc----- r-xx-acmxsmcexvxca xazz x¢ -ax=s.xxx_cc--c^cax-=._= SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 5.3' X 7.5' TOTAL SIGN AREA. . . . . . : 80 sq.ft. WALL AREA. . . . . . . . . . . . . sq.ft. WALI. FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . . 20 ft. 'ROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT FREESTANDING SIGN, 20 FEET TALL, 5.33, X 7.5' (40 SQ FT) PER FACE, INTERNAL ILLUMINATION, "M:DONALDIS •- BILLIONS SERVED", PI.EX AND ALUMINUM. MATERIALS. . . . . . . . . . . . : PLED: & ALUM EXISTING SIGNS. . . . . . . : 3 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : YES ADMINISTRATIVE EXCEPTIONS. : N/A COMMErTS: PERMIT FEE: $ 25.00 C • APPROVED BY: DATE: 03/2.0/90 110 AQCHITECTeS, INC. V. P3. ° Evergreen One, 10940 NE 33rd Place, SUitc 2n2 uc \X A vh))n 82- 2I)))) March 12 , 1090 McDonald's Corporation 10220 S.W. Creenburg Rd. Portland, OR 97223 Attn: Bruce Breening Re : MCDONALD'S RESTAURANT / TIGARD, OREGON Bruce, Attached is a copy of a memo that I received from the Structural Engineer regarding the footing design for the referenced project. Please note that the code will require the 2 ' -0" depth to be from the top of the adjacent outside grade , not the top of the slab. In addition, the required depth of footing should be verified with the building official and the soils engineer prior to proceeding with this change. Please feel free to contact me directly if you have any questions. Sincerely, FREIHEIT & PO ARCHITECTS, INC. , P.S. Fvic 0uion F)' 89311 ff WX owl F1WX 4171# IW WOM i. March 12 , 1990 Mr, Eric Guion F"rel.heit and Itu ArclhiLects, Inc. 202 Evergreen one 10940 Northeast 33rd Place Fie; Tevue, WA 981004 Decor Fric: Re: McDonald' s Restaurant TigaLd, Oregon I have reviewed the foundation details on the above project at your request and it is my opinion that Section 1/A2 may be modified as follo,gss The 2' -7" dimension may be deleted. of slab to bottom of footing may be The dimension from top dimensioned as 2'-0" MINIMUM OR PER LAC- COOL' The thickness oeinforc ng nem it Inge the re same.frm 12" to 8" with the steel P1Pase call me i£ I can be of further assistance. Sincerely 1Er NFI,SON, P.E. i lc p Nelson--Bouidages, Inc . , P. S. ,•....woo+ P oo �c� tit 1 5 8 912-3 i, GO fr A NELSON SOUP DAGES, INC.. I'.9. t n nhi� (!nrr,lrn cry • 1411 N r 114th Snrrt S ilr 21f1 • Klrklanfl WA V8014 • 2(K�;611 hf✓,7 rAX 0061 X)lI Intl EI_ECTI,KCAL SIGNS Cio 7340 SW Akj[)MAPK It TGARD OREGON 97223 5031620-9200 �Ax 5031696.7n,a C 1•4q ATTN. MAR U 8 1990 T� Rq T- pi s EL� Al - i 1 A1 I/ 2n I 5?eA (` 51,A un INkr<,(oe— � SIGN PERMIT PERMIT #: SGN90-0024 DATE ISSUED. . . . : 03/08/90 EXPIRATION DATE: / / PARCEL. . . . . . . . . : 1S134BC-00401 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : MCPQNALD'S RESTAURANT SIGN LOCATION. . :I3 SW SCHOLLS FERRY RD APPLICANT/AGENT: MEYER SIGN COMPANY BUSINESS TAX NO: 4027 - -- sar.ssacndassaaa r.s sasamsszmsawssaaazczvsaa+eaeaaaessrm SIGN: FREEWAY ( ) PERMANENT (X) FREESTANDING (X) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BAN LLOO ( ) SIGN DIMENSIONS. . . . . . : 3' X 3' TOTAL SIGN AREA. . . . . . : 9 sq.ft. WALL AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . A �ft.(0 PROJECTION FROK WALL. : in. ILLUMINATION. . . . . . . . . : TNT IY DESCRIPTION OF SIGN: LL, 3' X3' (9 SQ FT) PER FACE, INTERNAL ILLUMINATION PERMANENT FREESTANDING SIGN, 8 FEET TA COPY - ARROWS ONLY, PLEX, ALUM, AND STEEL. MATERIP.LS. . . . . . . . . . . . : PLEX,ALUM,ST EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : YES ADMINISTRATIVE EXCEPTIONS, : N/A COMMENTS: PERMIT FEE: $ 10.00 APPROVED BYL DATE: 03/08/90 IF ■[ s at WM■r WWw � r n�riilit_ No. CrrY OF '11GARD SIGN pU MIT 11,PPLICAIrION 'rile applicant heresy applies for a permit for t-1le work indicated or a✓ shown in the aeomVanYing plans a;xl Specifications.J. µ.I �� N SIGN IIJCATION ADDRESS: 04 �T'AtA AME NAME of IsW APPricAt ��. _�� S�oP[to E: ��d'..��x:a -=F�=-- M �rr/�c�: --�1� BLLsiness `tax which must be kept current on all. The City of '�igard i he annual Do you presently have a current business tax. persons doing busir��s in the City. -- __ YF`I (X) 1;0 ( ) U.L. Label -_---- PROPOSED SIGN: (Check as main' as apply) FRLT;,,-`TANDING FRUMAY (, ) PITMNEwr WAIL ( ) ELDCIIDNIC ( ) TEMPORARY ( ) BHADOARD ( ) BAUDW t ) 0IIiLI2 ( ) - X I} �., (10EVIRATION DNM _ SIGN DIMENSIONS: '1Clm SIGN AREA (Sq- vaU, AREA (Sq. Ft.) : ,J vi , WALL FACT: / _----- — 111U..gir (Ft) : pJ tF �� L vC vnl pRaTDC'11ON FROM WALI,. - -- E ) . } J)A Lv t A {(�`-Aj T ILIJ1 INATION: YES NO t ) ODPY MsYING SIGNS* N/A ( ) APPROVED ( ) 11041 MUC7i__�—� I A17MI2QI:STI2ATIVF. F.Xr_Uy'ION: ARI•IA its: b S ^� ---- ____ —_--------_----- a scale DL AIt'IMENI' All Sign permit, must be aoccxt>�k1nied by I*IINNM D drawing aril plot plan. If work authorized under P t F___ee_.— a sign permit has not been completed within ninetY days after_' the isqLuwnce of the Ix._rmit, the permit mac_-ndf Y--- shall booLmx- null and void. 1 ,ElCi'12iC11L PEld�IIT I C11zIZEY '111NI, I AM `1111? IUM, DEU OWNl1t 01' `111E RE7QIlII2Fsa: YFS ( ) NO ( ) PROpLTRN OR AN AGI-111' AU1110IZtZM BY `1111" OWNF31' 13UIIDIIJG 1,0491'I' ( ) Applicant'S Si tore Iz 11ii1 : YF--; � ( ) �v C hNflP IL L,v_- - to 10 z cb -- Telephone c.-)/i3IQMpud"II' Address N:\WOIlI)\C �II)I:V\ q l 7 t I p G'� C� f y ,Z'r D.��/ti�J/��J • %G,nv F5f W W W eb n -fV v r r� �� (C) /�. 2x'ftn��?,'moi. G'D�✓/!%Y� yIte r r 77717 222.22(2) s 6 2 _ M D,G i/�vrl�w. 7 • 0-1 2MI — A t - i r T'� w W w i 1W.M 1w w 4;.IIY QF TIRDGA , �6L� PLAN CHECK APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT °N41OM PLAN CHECK q ,1175 SW-14A Blvd.P.O.Bon 23397.Tigard Oregon,97713.(503)6394/75 PER MIT q IIAf c�Q -(' 2 -38& ��.�. �C](Z'(N D,,Ti ISSUED JIB n1}1)1z1:.ss: S•U�, ��CI�;, ��r�`( �D �-�. TAX MAP/LOT /.S/ ,Tq C 00 9n i SUB: LOT: LAND USE: VAI_UAEION: 7 0-WER ` SPECIAL NOTES WME: REISS:!v OF: nUORESS: _�O'Z"Z� SA �42,G0 LAST REISSUE: _ FLOOD PLAIN/ _ 2-1SENSIT IVE Lr'1D: PHONE: - GiJ APPROVALS REQUIRED CONTRACTOR PLANNING _ NAME: 1 W S _ -J�1rJ ENGINEERING: ADDRESS: " --, I c- F=IRE DEPT L Li/tL L L :j Vs_'�,E-E-5 OTHER -- - PHONE: 1�G j ---2 j' - -)?�(G 7_, _ Y ITEMS REQUIRED UUILDERS BOARD N: ^13,46/ EXP DATE: /, S;y� LIST/SUBCONTRACTORS: BUS TAX: _ ARCH/ENGINEER CF _CULATIONS: _ NAME: -- FZ"Ai p r-{-LI{-ii-1 I _ TRUSS DETAILS. _ oDDRESS: OTHER-. 1111ONE: 91,jZ� SUBCONTRACTORS: PLUMP: MECH: PERMIT N ACC-1 q DLSCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10--432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 3ba. co 10-431 01 Mechanical Permit Fees 10 -230 01 State Building Tax (5X) r.9,(� c' + Building y>, VL? Plumbing IE?, 106) Mech 3 , /61 10--433 00 Plans Check Fee Jig?,; � . �U / sQ Building 5VO, J(U Plumbing 02, 00 Mech _ �Y- -)(4,1('22 Y— -)(4 fc"� 30-202 00 Sewer Connection E,45v 30-444 00 Sewer Inspection 4.5.00' 51.-44E1 00 Street System Dev Charge (SOC) . , � 57-449 00 Parks System Dev Charge (PDC) 314-450 00 Storm Drainage Syst Dev Chr-g (SSDC) , 10-230OG Fire % T01A1. 40 R E C q / �•�'�"'� nPr1 I ON1 ',I(,N TU Received By: Date Received: cn/3587P/1t1P .w wrf � � � awn �. s *e. •n *. CITY OF TIGARD MECHANICAL.. PERMIT Receipt# 13125 SW HALL BLVD. Permit # P. O. BOX 23397 Description --- T I CARD, OR 97223 Tible 3A Mechanical Code - - _ aTY PRICE AMT (51)3)1x39-4175 1) Permit Fee -0 -0- 10.90 Name of velopment)^ 2) Supplemental Permit 3.00 / lr 1�/ ,'1(::,I L , 11 Furnace to 100,000 BTU Job Address Incl.ducts&vents 6.00 Address Tax Lot Map No. 2) Furnace 100,000 BTU +- —7.50 incl.ducts&vents Lot Plock Sub.livtsion — Name(ar name of business) 3) Floor Furnace 6.00 incl.vent _ Mailing Address Phone 4) Suspended heater,wall healer 6.00 Owner - or floor mounted heater City/State Zip I 5) Vent not incl.in 3.00 appliance permit Name(on name of business) 6) Repair of heating,refr ig., 6.00 cooling,absorption unit Mailing Address Phone 7) Boiler or comp to 3 HP — 6.00 Occupant absorp.unit to 100,000 BTU Ciry/State lip 8) Boiler or comp to 3 HP-15 HP r 11.00 !� absorp.unit to 500,000 BTU J r Name9-- ) Boiler or comp 15-30 HP 15.00 ahsorp.unit 1/2-1 million Mailing Address — Phone 10) Boiler or comp to 30-50 HP 22.50 absorp.unit 1-1.75 million Contractor City/State i Zip 11) Boiler or comp to 50 HP 31.50 absorp.unit 1,750,000 BTU State Registration No. City Otis.Tax No t 2) Air handling unit to 4.50 10,000 CFM Air handligg unit 7.50 I hereby acknowledge that 1 have read this application un that the information given is 10,000 CFM t coned,that 1 am the owner or authorized agent of the owner,that plans submitted are in — compliance with State laws,that I am registered with the State Builders'Board,that the 14) Non portable 4.50 numbet given is correct.(If exemrd from State registration please give reason below) e'.a.porate cooler 15) Vent fan connected ! 3.00 G J� to a single duct --- _ - 16) Ventilation system not 4.50 included in appliance permit Hood served by 17) 4.50 mechanical exhaust Signature(owner or agent) Date 18) Domestic type 7.50 Describe work addition ❑ alteration ❑ repair ❑ incinerator to tie done_ residential O non-residential 19) Commercial or industrial 30.00 Existing use of type incinerator bui!ding or properly — —__ 20) Other i.e.,woodslove,water 4.50 j 3. ;, Proposed usr.of heater,solar,clothes dryers,etc. ,� building or property - - 21) Gas piping one to four outlets 4 2.00 w Type of fuel- oil p natural gas (�/ LPG ❑ electric [ I �— 22) More than 4-per outlet NOTICE SUB-TOTAL THIS PERMIT BECOMES NULL. AND VOID IF WORK OR CON- "— r STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 5%SURCHARGE w 04YS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ;?T SO AVANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER -- - ---- WORK IS COMMENCED. TOTAL 1 r 2-16 0 Special Conditions Date issued -by-_ CITY OF TIGARD 13125 SW HALL BLVD. I'I_.�)M 131NG PERMIT P. O. BOX 23397 Applicants must hold Oregon Registration to conduct a plumbing T I GARD r OR 97223 business or must be property ownerloperat_ ornW hiring outside help. (5 0 3) 63 9-4 1 75 f4inqo-vos_-3N"of Development Plumbinr0. Address / r.- r Description PRICE AMI. ORS 814-21$10 �� Job Tax int Map.No. Acldross FIXTURES_ Lot ply Srbdivlslnn Sink 7.50 Lavatory 7.50 - -- ame-�nnma olTwsuioss - _ Tub or TuWShower Cornb 7.50 r r --- ang rose - Shower Only --- 7.50 Water Closet 7.50 ✓ Owner City/Stale----------- 7iP --- ------ 7.50 � f Dishwasher - Phone Garbage Disposal _ _ 7.50 -- Washing Machine 7.50 -- .-- Name Floor Grain ( J 7.50 S' a,ing ress Pftofse - WalerHeater 7.50 Laundry Room Tray _ 7'50 occupant zip Urinal - 7.50 - Other Fixtur7.50 es(Spedfy) 7.50 - a ng ress F'hono 7.50 - ----- 7.50 Contractor CHy//State `------ MISCELLANEOUS pus. Tax No. Sewer 1st too' 90.00 Sewer ea.Addit 100 --- - 15.00 tete ��ar-dNo,-- trs B-its-lac. o Water Service 1 s1 100' 20.00 -- (R",denGal) -- -- - Water Servioe ea.A ldil=r 15.1X) _ I hefjtjy er:krxVwleLge that I have rood tlVn appllcatlnn,that the k4ofmation -- 30.00 ✓ pivrn is correct,that 1 am registered with the State Huilder's Board•and also Storm 8 Rain Drain St.100'-- ._ liorxsse that the rrxnbers given are mmod.out all r 15.1X1 > ✓J h�ve a Slate F'kxnblrq Stam 6 Arjn Drain Addil.1 C10' _ l,tumbing wcxk*A be done n er�Jance with atter-able Prm"�O^s of(he- 25.00 Dors Revised Statutes C uoors 447 and 693 and apt.'lcdA codes of"dth l Mobile Home SPAM �-- - --- rvs help will he ern*Yyed unless Ilcerraed under OAS f�3.(11 exempt Bait Flow Prevention:,late rogistratiors,pbaxe give reason txVk)w). Device or An6-Follution Device 7.50 _ IKJMU(MNFRS-I hereby certify t Vat I am the owner of the pmp"de- *(_t rt above.at Which location I pro{.ose to make a pkwr"rV nslaltatlon kx Any Trap or Waste Not 7.50 - my oven use and"IIIptcKwty is not bol Ig aw"WY-led for ub,baso of rent- COrtfMGled b a Fixture Caxh Basn 7.50 -- 40.00 Per Nr. ---- - --------_-_�--- troop.d Exist Pkxnbing, --- -.- - Spedalc/Requested lnspectlau 40.00 Per lir. 4JEef.d PkxlrbkVq wtt&An - ----- 15.00 tnln. - - an F:cletng Bldg" -- - - ':ew Bldg.or Build.Ad~ 25.00 min. AUT4ORt7FD SIGNATURE --- Ca}e` E$jn_Qpairl a fa Tdl -- - altfKetion L5.0D Describe vwxk new p addition[--] [.J f D dwP� _- - -- _ iq ie� --- residential non-resId noel _ _ _-_ FxWng tele of SUB-TOTAL 34, bulk*tptxpfolt30(tY ---------- - - - -- 5% SURCHARGE 1� Ae u 01 9% P 2LAN REVIEW78 _ �-_-- - NOTICE TOTG^ AI. 1 his pomsN booanes nuN and vold k work a oeneCuction auttvx red to rm1 00m - mewed wW n sg0 days pr M w,**vdbn or woftc M*A(WWW WW o'aiwidoned for a period CA on days a1 any ttmo etw w'airy to axnrrAnowl 111MCYAL 00110fT101WI----..---_---.-- ----- - DMe bsr.red ____ _ by "- aur IWA qWX MR.M a eer MUM TION AFnnRVIT To the best of my proiassional Xnawledge, these plans and cpeci.fi.cations are in coWliance with chapter 53, Oregon State Structural Specialty Code, for the following areas, (1) Exterior e.-ivelope _ (2) HVAC systems, controls and duct insulation (3) Light Ing levels and controls 'Ib the extent provided in ORS 671.010(5) (definition of arclu.tecture) or ORS 672..005(i)(b) (definition of engi.neoring) I wUl assure that the work porfcrmed shell conform to Chapter. 53 and these plans and specifications. (Signed) Registemd Profossional ^XArchitect i ngineer !j `&D ARCS 4 r� RICH U FR IT tBELLEVUE, WA O A . 12.10.e6 •wr cwt * . "+v ■e ! aen w �r HVAC LOAD CALCULATIONS Pro j e c t Ivc ootiALOs /QEsTA ,wiq/4 Location : s Date : • c • 6 s � �r �r s �► � #or w � � 12 a//KA99 • � �'orTtA" p Pm17ATr1 J 44 y i 7 F T. E 40 r -- Aexl67 60q,11j 6�N /Eis�/� Ei�•sT t//2 El l �•�� Sl.�r-,M�� - c'�-t r'r�d� - Ong �u� ��•S 40 c.d C� ` ��L I = �J ( 7 Z, W L�f 70 T - $ C G TO c e•z.e. = 1 Ou s.a� �Q cFOr" AGC, � � �a �s � sae �► +w Z�o•v� fJ- I A.tEA � 9 5 7 oalyl�� At _ U � c i..,�s- �o..a CA G C K G A T/owl - P� / 85 AS iRA E f..w•a,i, -ie-cp ct x ,p5 x(67 x X ( 546 x �- .7 Ode- Q7 _ 7 X . SZ x I �S �( . T� - Q - W = 63 x Zi4x . 64= 7075 x x . Z 1 )e qZ S x Z i x� 6`T - / J Z x . X 'X.Lill _ 6,53-1 2 5 = /6' 3 Z_o .�, E .�C-� s id •� - 3 $ 3 7 4 (/'IAkF � � o 5 / � I c?s`A S> cep - ?'o rA G S'F.�IS.,x -- 3 s S �rVIA/ 61 X 325 = 2- C) ADO ,67�ciini.�E%�1 00 x 68 x tea. = — ToiAO t = .5 71T B7-ko,4Y y'6i► o C.tc ca«r/e.� s ieooF = 757 h .osx 16 = ZZ 03 eta rr = -70 7 t� e e.t 1• - x •59 x /.13 _ l0 9t OS-A - 00 /.D B 17 44 _ x x ;7,- ,.41 7- Zo s Jr Aqr4 A k e,-= C4 c C r-t z. rioa,t — PE 85 AS ' RAE F�•.w. j_77 x .0 -5 X(7 ) - 9 - = 377 = 496 x x0 - 6 x09 - { 1-- 6 " -543 s x ( ?- ) b 6 D oR t x 0 , SsX ( I2 � = a S "3 x zozX •4$ - 95 .4 � 7 $ / v JAS'.~. V 1 x / �[ x• - x , x x. - C iGr7 s /3 2-3 Z 00 ,44 -7 - 9d L 71 x 5 av E SC�-� . To r� -70 8 ry/ti 7 ) x 32 5 = ' 3 7S 100 x 6 15 (�6 , 4 To.vr� /7 C.-4e- Cc�L•cT/��-+S 137-2 x ,QSx 46 30 13 w� cL r 55s x j6X = 663 -3 1 r,t eA5, = 63 ,< /,/3 x - 3Z75 csA = Oo x �o �x = y -7� 4 7; rA G 11EA r Lott " ,� 6 g 0 Z Brw�,3► .gREA c 44s /cr t SEPT 44S x .OSx 71 - t 35 E- w,. c ` - /v = is x .26 x0l - -4)= x x (3$ - - 4);: I d g Z 2 67- x x (IQ - +►l): 143 1 2 x , 0 76 -cac N = 2T x ,-Y4 = 4 7 2Z x . x f7 ) X . 37= 73Z cT ,5:1-ASS a.2s, = X /. / 0 x ( - c [ /Gr�TS = ��'� S [� XZox � � .s �AE0�ce SJ 30 - x 76 -50 o-j e -f- 479 9 — CJSA sJ '��,�� s00 x /. ogx 7-o rA t .S~E.vS/Q G c = -1 7 32 5 / 7-5 0 .SOU x . 67 -- 7�1 y6'^ T.IJG LOID C..if G CNS,;T/iNS - Ir 72 X W /eo 7 7 3 ,b a o.t ,59 X - c t /3 X - nS.� - -500 x /.© 8- Z-47 1 p x x - To r.4 e- �F�r Loss = 0 F 6 $ ,9T'4/Y AL JKAS do AL S � .. r. �e1.1��_.,..,J�� Ar /10 �. err �r� " ► __..__ .... .�.,.....�_ , _ __ ,_ •w�ww.r�a awry ❑ 1] („J' - \ • ; � +'�i }L /�r j ~ ." 7/��r life, ❑ "wme T ❑silty Tons 006tw ] iM w&=*6vsa,v IL aJot i M- ----••- - . .._. �._....._ ..__ ... ... r.�.ox ..�_ r __r_____._.�_r�__.. ........._. -,..- ._..�....+rr.o.-+..._,.- ,.-........+..+_+_..�....1.,,+-.._...r.. _...,,,.•...•.... �Alt'irKOAYNf'I�O, 0 M"T MMT4i 0 OrINA SAmV0r4Au:ASw CAry Job 00 0 Me :;ZZ ,.,• .._..!.!� 9006 CM4AMO .A4W-- .,yam.,... _....r.••_+sw-R.. r.��..�. "Yvesule . eve vvay WD1.Owo elW6�ore a�a�w wpm I r eooe '� ° �� Q�jY�';tJ' �� F.+ �'% �' .. •,„ _ ,�� t� l r L ,r1�' �� j � � ��• r � ( t �.r.r�.� 1��.f. rl.r.rl..��is_ 1 1y ` 1; Now ev woe 441 ' 1 4WAlb 61640P dowA dd MATO I Allow � � ► � yy � I IC�1'aM��M�� f I I mare Y.rlw,�r .rw1r�/ ...I..iMr.lY..rrw•«�w-.•r�....s.+.vr.�.r.u.+..r-.•....r..,w.w�n.as+..-+.w+r.r+re.v......v.r • j 1 Merbo: Thlea 1• on of-6044%044dreqw6ne. t � � te%sKfl�rart�ell• h INS�♦ter�W 0�rM"oftM1 W"/v+ItWWwWreUigtev rrfth 11 -� �Mr�►�r�ly IMs+vrawaA �/wu AI-Ara M is no*N M ! aftowA as Mwwore10%06 4"fyYr gN'eonyM/1M*, 0 we is A ttabe eve swetainea. oe�rllr�� wM<Aip' . ow$%tfto/ or atelia/ I- o- v ►wHor► wo6aft ws the owsw000l wrnso%- 08"W&~ of AM-A" IN%~wed ofte A. IL•. <)/Ute-AIIQ 4' OWNS, IIUL.. '!M� IL lie'"� � �11/Lc;: t ,f/ ,�i''c:�L� i,�v /�,�,, /a `� A� � ,-�,L•1.�"%//" �f f�1'T,�%+�f'�^ 1 ew fao qoZZje��C:��. de-4- n .;0 : w .. sp Z. �••' 1 1 l� r l y r: v :a.-•eN'., ;�.....,. .,... .�_ �;sw—�. .a t.r;� R:•., .1. a... �yy- ,r.i. .•�.a�i+r�sCa�w- .r INS: C" lri�•h_.,.�.,�'Su.{i9Y!'i��la' .. now— �t.... 1... - .. '�t.�*'u!4�+ ,,- n _, �� .'�ALd.B11�i:.7arrT'�"�'¢v.a+'9M ,a.,.�t . ZY�. :tR`a•�.1; �'r ..�" 'ui,�lRs". `•„H",' r'�..,� �,�'u3!R.,.r. �,. .,�' ,y„ - IF THIS DOCUMENT IS LESS ' I � I � I � � I � I + I + + I + '+ I�+ + I + + I + + I + + II 11 III III III ill III III II ! III III III III III III Ilf Tii 1 ' ' T8 i 1 III III III III III Illiil1 l � i 1 ( I 1111111 IIIIII II la `I �LEGIBLE THAN THIS NO'T'ATION I l ( I ( I I IXTOB � 6 1. 91 2 3 4 5 6 9 10 11 1 �. IT IS DUE TO THE QUAL:TTY OI�' _ No.asTHE ORIGINAL DOCUMENT IIII EIIII Il6li ZIIII iSliaZl I�I —ILII ZII I(lii 9II Zill I IIII ZIII i IIfiIIIZIIII I IEI I ZI 1 1I 11I 1c Z1 IIIII IIII Zilli IIOI) ZIIII i 11111171 �lI LT 91 ZIITlI 6 T11 L 9 li Iilllill II_IIIII111111111 11 SIIIIIII IIIIIiIII IIIIII . llllil IIIIIII ►IIIIiIII IIIIIIi IIIIIS1�l�I IIIl .__ I91yN I. X Joe OW1001406110 r CITY •TATO low I ❑ w•Lo+ .Ao..wT ❑ •wme-why ►waww C't `��} 1 ,: " �1� .........,,.._ ......... ... - __.�- ... •--1..:_.. _..._ __ !._�f+ _ �" �, 0 e^0-.6T ❑LATTOwa o1POLV❑ On VACIN GWOLV .r /� � ✓ G/�O"f •/'oma ./� � I r i ._ _ ._ __ __ _...-.._ 04 Ae C3 aouftvwjc j ! _ _ _ - ._.__�._._ t,., -- ►._Y ` ...__ ... __-�---�- ❑ BOO 0 rtr►v Q �, -��_.. (_.J.. _-_ �-'-" •�,,; ' ��/►~�/� �/�, i�� / !�I/�!''� ,�/ ��,GMtMp�JMOpp�O/1 �.�w lie aoM IVIATM+A► ao" Co..o. Of All Steel molts 4o be ASTM A-3Cy7 • Steel S , tube to conform a a t ASTM A-5� Grade :� , ! I Str�uc:tural steel shall conform to ASTM A--36 Grade B I I Steel. pipe shall conform to ASTM A-SSB 5I Ox' Ali - B AIUMI ruse �extrumiano to aeate�rm to 411,0y SMT' 0 welding shall conform to local code$ rf ' r ' a. t pe U_1lled by Ger t i f 1 ed operators, •Tz woe■ •vwa . o�ew �� . 2 ) i�rC�� c�//c x ;' `' Underwriters label and weight of sign shall be clearly labeled on a sign ''"�' • ' 1 Concrete mix : 1 : 21 : 3j: plus 71 gallons of water per sack of - " x - '� ��e r�jr �j 1 � I 2. 000 psi at 28 days. �` camera t . X16-*V6 ,ym� goew I � �x 3 � �:- 111 P. SCALE ` v + _ I . ,.. , 1100MV00me My T- 4- csc _ r-� •-�.�� wwaao wV aro �� - _.. - ....�...�....� _.�_.�,..,,� TC if r_-r.. I it ty t� .�.�. ` �� 1t!►sem: Th6w is an •r I INwr1 �►w/N"r/1oh0i draw$^*. •r,Myl,p�p by AM•Are ww'O..a 60"040~40. �p.u,+�r ��w'~064"o oe4 Vqw wwo Iw d. ft i i su so�r e •haw"w onvons ow,ea.your 4W90v sa%6&^. Ile,, is 14 so M { .,,....�.._ 11 I{ 1..t�• ' !—V v � F Ohl fy'�. � / ��r'� ` 1� r • fbdo ah `-_ �.r,�-_. `y� II + ••.�� `rt v, !W / a �` yd env t w+owe&* wrlsewn sM.y,vN M As-A" Inearwees W. .►�i 1 � V f /T .moi / '." ./� F -� (D Ac -_ � ..> � ... � I✓:r; iv`J i�l�. 11�11L`. 'Ism 1 •� I I I _I I,�r��.�, �,, � ;�. ..� �,l� ,! ��i ,ter .r '�' �, .�•� 04 /""' ^,, ...-r•-- ,,,,,, d r ��.�.,�....... -wr•:A-..-. �.-:�- ..__.: :".."_ /� //t o& wr�r.�.w.n.r...........w•«w..w+..w-ti...,_+..+—..wv.-........... +w.,.........1w..w�rw.a+..,w.Mrhy►ww.aa..yw �,r.,,' J 1. 23861 SN' 7 C`H L.3 L �._r.:) I.. ...1'?1't' }� R(D A'�. !MT CJI M Iwl i R (II"-' 11 . - 0 � ...... � :.. -.. ....yam Y1i' MMIiN� t n. ttti" iiiiii � ilx � iiiill l � illlllllillllllllllllllllllll1 111111111111111111111111111 ! 1111 ! III I "i � I F THIS DOCUMENT I S LESS I I I I I I I � I I I � I I I I I I I I I I I I I I I I I I I I i � � I I I � I I i t ! LEGIBLE THAN PHIS NOTATION , I I I I I I I I I I I I I I I I I I I I Jill 1 ,� 3 _ 7 8 9 - 1 Q�- _11 1 6 9r% -s T IS DUE TO THE QUALTTY Y Oh THE ORIGINAL DOCUMENT . - _ _� - No.36 £ 6Z gZ ! LZ 9Z Z � Z EZ Z TZ Z 1 61 81 LI 8I 5I VI �: I c>, T Ti Y 6 g L 9 Q i► £ Z T3tvaN Illl�llllllllllililll�lIIIIIIIITiIIIIIIilliillllllllliillllillillllllllllllllillll! IIIlIIi I� I ,t , I I,iil ili.�llll IIII ,I11 IIII III! iill�l IIII I I I�IIII I , IIII III�IIIIIII ill�l I III I it Iiilllilllll II ilillllll Iilllllll IIIIIiIII III III IIII�I�II 111111 . Il �III�iJil 1W AL IWW '•Y' /7ooH!!'' X CA C C N L.4 T AS R.4 E ' -"le> = '83� x •0 5 x(6-7 9 +Z- = 7--51-7 3 Z,4 x x (36- +i)= L -43 - = x .L x ( ie 1- - 6:t.4rs - r,.,.aS. x , S6x ( /3 - SOGAiQ N - 7x 8Z x .47 x . 7,5 = 2 o 7- • W - 'ZI X , x Z I S x . 64= :7-412- x . -4SZx , ;x x . _ - - x . t x . - �-.LA Ss IO/Z:- - Tom . = x /. l 0 x _ C> _ Ssz.ti�� z X, . I x x, _ C /� ryTs = ( $3q r� x2. Owx 3 . 41 = 57ZL /"A pF _ /700 x AOgx -6 = l I 0 Ile To T� t S'F.vs id e. to X 32 5• = 6S00 ,67 ns� i s I_ _ /700 x , 6 IR� _�'F - 8.77 x .Osx 46 = /93 0 654 - L O.a s, x /, /3 x - Lx' x 7 T.4 _ / d �7 EA1 T ,Co t'J J 9 t7 ,e fl//I y ar +a� Co G cH4. rioA,t /FPS 4L6eAr,4E s'T x ,p5 x .5) 0S-7 = L63 x x (33 - - I)= / 5 -7 3 x 2174 7s x , ss x (26 --i)= 69 6 s'6 x C l -Q ) - -SOGAT � L"/ = Z S k � �Z - x 2 / x ,64 - 31 'x5 x , x . - ) , x X . - x . I x x• _ EQLIT 1,, r - Z 3 60 7.3' dvo - d x Slice►^k F - __ /mac. 6 Z, T. 6 6 e rylH 3Z , yes x _ 500 x 6 — To 7 E _ -- / .� r Z41-Id C.4 G Ctei- 7-'o.'P As 3sL � w., cc' ► Z. oS x �2�5 ,� b o e,t1 7.5 13 x 8 7o r.4 e- r Loss S Zo�.B ABLoGk &A0 ,Q,PEA = =' o q 6 /r r z SL�pT .SO9 { x .05 x(7 ) - 7 -10-7 / Zf9S E- IWAIL - �'v - .534 x .26 x(1 ) — —4)= �? Z 7 x x (37 — --f);: 6 ° Z 6 3 cl 0 x x0l — +1 Z 1 Z9 - (r L4rS' - re...tirFe,e - 65Z x , S6x (l2- -" —S OGAq s s = 27- 0 x >1 .6sZ474Z 133 X , )e / 9,s x , ZO _ 43 ) rcAss o2s, - Tom • _ q' x Z 7 7/) 95 zI x � ( � x. 2 � = 7c70 Er��►�► ,r.�r �Z SOOO / -z50 b 0 /"4pF ,?o O x og)( (I 6 Li ToT� -'6,vs�QcF 0 S4 Z$ Tv/H -1300 x , 68 x --- da, _ T� T•s G /7 Ew r /�9 iAlS = '7 d r S S 3 6'TSI�N Ae ,eooF .Sv96 x .dux 16 = ll7Z I 3 .26C = 36454 I BX. - l45 67 6 ,t, et = ?5 x ,59 x - Zo3 6 Lr L oR s. - 744 ,� /,1.3 x - 4366 _ x x = _ 7a- ;r.4 c Loss = L 8 Z 9 9 ri+/r i 0 Al r: tsM. 203� Y�t,w W IfT--wcaf�g. cc '�NkCJn�Lt�.v ti"r�op-I 'f fit=- V./Nr(rTc= 11 f 15W. hWM DAKOTA `16M FLA< 42LE INFO Z0� CQEDMACe C O70.5.A "W ME -_ (2) `J 70.5A "THANK YOU " -mt- \'O 5' ,,7' MtNU eV. W/ G.Pxjv. P05T .r L' TCGT02 t.00r-,_� \ (hF-J= r--7) KIKIMURAMIMEMEUVIRAN"',mmo-" STRUCTURAL CALCULATIONS FOR MCDONALDS, SCHOLLS ROAD TIGARD OREGON NB INC JOB NO. 89123 INDEX: LATERAL CALCULATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . 1-8/LATERAL ROOF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-5/ROOF CONCRETE MASONRY CALCULATIONS. . . . . . . . . . . . . . . . . . 1-5/CMU FOOTING SCHEDULE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1/FDN STUD WALLL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2/STUD WALL NELSON•BOURDAGES, INC., P.S. Consulting Engineers • 11411 N E 124th street. Suite 230 • Kirkland. WA 98034 • 206/823 6667 FAX (206)820.0947 IWIL RW10 ti, Madeby Uate Y. Job No. --� NELSON-BOURDAGES,INC.,P.S. y •/1/i IOJ� Consulting Engineers Chc&edby Date Sheet No. 11'11 N.E.124th St.,Suite 230 • Kirkland,WA 98034 (206)823-6667 FAX:(206)P20-0947 Description /—'7 Job Name Sc'1.r1>>Kc, e7,�6 Lac 7 ,30 2- 6 6 'A 17 L/ s = /.3 /`"7<?/6e,1 Z /7, A3)(.21)(1.6)) - /� �� ' g = �l 70n��-� ��JF >G orf Gl�[,��r�//1 A'r�cmK-,itPNYI +sr qtr +wr � � � w aRi sssr +w Made by I paDateJob No. o P-S. _d by W. ate Sheet No. L,S / ' NEUN-BUURDAGES,INC., eredcedby Consulting Engineers 11411 N.E.124th St.,Suite 230 • Kirkland.WA 98034 Dewrioton (206)823-6667 • FAX:(206)820-0947 fob Name C 6141 (�11/1+/L 11n� SlS PId shor lvllic( 6dvtrH.! Oo IL ON6* 4"�' c EA � E. A eye O (-77 x ;cl 170P Ir- In a s n S �S7.0'/t3,1—Z)o/7•l K ) z lho�►/= �t(9oLf = Oct 'X3:z)-1.7 N.c•(?) A�..i Cho.y/'(,301 3-L(44� : '7� w P N/G �I�rd 9 l�•S � � n W Made b Date Job No. c+ NELSON-BOURDAGES,INC.,P.S. y / I4 1 Consulting Engineers Checked by Date Sheet No. 11411 N.E. 124th St.,Suite 230 • K irkland,WA 98034 �`+r (206)823-6667 • !-,.%X:(206)820-0947 De-criptlon Job Name lr►/r/ e,/A) c��l v+° `��s�t l�Pf'�llJ�,r{ 0 ..li1J�c�i�•,, J��P .�,5 �c'�7U K top j6r"' err y' Gig 1-5kl fo I 6AVT v' - 1.5 V 1ST _ �6 r/ /75 ps q,s (11felnFa/'/n�c sb/�00) ' T NASI 6/, PS/ F., 46v AO-f %�.� �✓�• f i �J" LS/ac & /91fu/N c s>le-el Of 16 � / (Spy600,,,,.� _ ��X5_�1(� = . 1� i/►� �/G" 4 I Q /6 /q/)CAelf r �f �'7/j hoo /FO C7r<Iii�r� t/ flrri .. I ... Made by /✓ Date/ Job No. NELSON-HOU,►RDAGES,INC., P.S. Consulting Gngincers Checked by Date Sheet 11411 N.E. 124th St.,Suite 230 • Kirkland,WA 98034 (206)823-6667 • FAX:(206)8204)94-f De4crlptlon job Name car 0(7x,,(rK co)L M32 Aa ars � �Y��' �'��5 /�� CND :f,C16f LJO f( gK�n�f lx � S H,JowGK (i /- S1a6 w� I.SK Wt 5 188. Nd '-4 LEFT �ce lir 9 (�Ft Jn A• - - - - - D L 4. 2A,?1_i'?8 2 9 E— F 1A r Vol C SII ter'. •� RIGHT LEFT D (L I i. (i iil�►_64 SBP . 1 i_�� lr",r.r;r�f;;� MTF' FIGHT 0. . 11��' it=, , .F,�; I�ITL 6. _:3633-36:3 . E '?i. 74999'?`2 HF NELSON-BOURDAGES,INC., P.S. Mrdcby \ /�r Date w s /� Job No. Ch13 Consulting Engineers Checked b`v Date Sheet No. 11411 N.E. 124th St.,Suite 230 Kirkland,WA 98034 (206)82377-6667 FAX:(206)820-0947 Description Job Name r IC Dc);7n �1 C+'ri- 7/7�i ('o Vs I C = i Made by , Date /0 S Job No. Z3 NELSON-BOURDAGFS,INC.,P.S. Date N)tl / Consulting Engineers Checked by 11411 N.E. 124th St.,Suite 230 • Kirkland,WA 98034 rk�crtptlon / (206)823-6667 • FAX:(206)820-0947 Lcr? �%�� Job Name 4811 lL S/mom i- ��-�-,� ., � ` �S•� /� �'S/ — �'S�l 35 / /GI/All _ 07 s X s,� K,�'�oao) - 54 000 r� t-1 (1216-4.00d AC lei /6 doz- OS = Qb-( (00L k 7, 6)(56) (.J) 7 ' ��•! bP (`' II >�(s one c'N�1 ---------------- Made by ` , bete 21 job No. NELSON-BOURDAGES,INC.,P.S. V ' pate Sheelt No.8 �A Consulting Engineers Checked by 11411 N.E.124th St.,Suite 230 • Kirkland,WA 98034 Deqcrtptton o (206)823-6667 FAX:(206)820-0947 ----- job Name i OF J-_---- ;--- � K LEFT II L �,� ;1 =;i ; I E;F' `Sc l l�r) fl r,fru/• k!�` 4. _ - - - - - 0. F' 1=i 4. 4. 1 . r.__:45 1 1D, Fill >rud Ue,, ��. FIGHT 1. r U L 1-1• 4. = - E : . 4 19 : FIJI LEF T -� c IITf F'I -0. 1 7` /n(l/roie-f A10 ef�trrrio�7s/ AMAMM NI•I.SON II0111111ACI:,S. INC., V.S. _ nl;ilur�• f Are l,pill,y Ilnlr. ShrNIJ+� s I I I I I t1 1' 17I11+'A,Stolty).111- VloI,b+INI,1VA 9141.1-1 • 7flI, 07:1 AM1bf rnx 70f. 117"0947 Ih-W-111,10,+n f r TI 1 �1LOJ 'f•K I I ►CA C>'.I►�I OX • [)t�n r�� UL = ?.a�.��J ' L L�vo �� d•��' �:....b Q✓r - C e .L" 0� n. r,.e r1f - '/s �f✓� Ce c e.It .. 0.7r 20 4 to A4 y OA led I'jl* /,(��•f ctt�l •� PLO��M,.J/tl.`'1 Li'h i .. � O 7.1• NrJ 11, 0.2Y Al (JCP ✓7!'J' Ifni t = v lr tai .f</�.i) • ' . � , •.. 1 , h l c : �I'1�., ,•.,tQ ;ti.t.� o l., .�a�,t r.. '�� ,r,►,e�t Ad n �ni�l- //•� �.lr� �e..�n.G•�<.GN.1' •a�,N./n.Ra,• ,GAJr.rl.+�t.t. o>` �M�l l 1Ct ea%e/ ntlrF �h••� �f.11�t.f.t.f •N'1 Ol d!A•• /)//t.C/�l,.I� GA.W>t• • O� J) JI y.e0 J/ l o,r (J,)// 71•Y - '0,0)9 flow . `71 # ULI WULW—A-Mm- NELSON-1101.11MM;VS, INC., I'.S. �Inr—le-fl y JA/ IhHe Inlrhi.,, Conalrllin I.r, In,rrq WA ! C 1hSlS Ile 1.1 2 �� 1, C I rh�.l by Unle ",hccl Hirt, II41 N.F. I14 , 11 • Y.1,IImnl, 980,14 _ 1,7061 Ril-I rnx 12061 n7o ooq t M�oNAceSnnJnr )I'r�111 ►'CSC � /nJ I 0 iv i 12 It/ Ilitit -I2o I I I 1 fI I I �_�3" .►- ujrli�/ car C., ee, 1J= I r ) I Made by Date Job No. NELSON-BOURDAGES,INC.,P.S. Consulting Engineers (]pecked by Data Sheet No. —7 11411 N.E.124th St.,Suite 230 • Kirkland,WA 98034 (206)823-6667 • FAX:(206)820-0947 Description Job Name - U sjrel SS I'Jalr 5''5!'c F -fo Pt F SKF 0 T- 2 - 6zsKPf s' �= 2-7 k . 21, 1� � EFAMW n �► Made by Date O)/ 3 lob No. �Z1 ,NELSON-BOURDAGES,INC.,P.S. �/.i� Consulting Engineers Oedcedby Date Sheet No. 11411 N.E.124th St.,Suite 230 • Kirkland,WA 98034 (206)823-6667 • FAX:(206)820-0947 Dex-rifMon Job Name J- f l3 40 S-IPP/ bee?,,, p s, i� `,>�r// S�n�7 = -22- 77-71 7» _ P _ -2 / k 13 �n,rtX ' //6 k- 1� K _ �1 � NELSON-BOURUAGF:S,INC.,P.S. tw,ode by Date job No. •�' � �� Consulting Engineers G ecked by Date Sheet No. 11411 N.E.124th St.,Suite 230 a Kirkland,WA 98034 (206)923-6667 • FAX:(206)820-0947 Devrlolon f. )ob Name , t F cool S�6/c r w,I 6l_5 KI1` �Crn�n�c1 SelfG tQ,< 10 K a I // t�Yl 016 >- 35 �5 ►• �z - p/�� R IN "MAL MI&M Lln.lehy Dole N141S(JN•11OUlll)At:li., INC., I'S. Crttt-1u111nr,1in�,inrrie Ulerko.lIvy Mile 11411 N.V.1241h SL,Sidle 2:111• Kleklmnl,WA 9(10.11 (ZIK,)P2.1 6667 1 h•ncr11,111�n - (r,hNntoillw ujeJ ' 1/r'•�IIr^ /' h,017)ArJI1i/II I_ � .1 0 � 0 rhe )•l Y/r (,/I - So yr �r = L 1- ( /• !✓�. u.71"(/ e V. (9 f ) = Z J �Jf _ — ( ''c r•i v rnJ a,� 11 /r.� 0.-) eov , JAr = zJ-oo .t�-�cl•� 1•-,,e.�e?i'o.. /UDU 2110 Yo (r,v) 0.Z73 J- J JJ 76 = 2 /1Z (0•'/t � lt ____ a 'rZ e.Ye (,r � 23 (o.ftt7� l2 (t.�•l �� /I� l� o.oq)(aPtr 0. 0or All, It iok /� o,'I t 1'tJ- t kin.le by NULSON-1101JIMACIS, INC., 1.S. Cml.�ullin�I',+1;inrrta c h—crkr+ he.2 r _ Dale �he�1N1C/�)L1 11411 N.E. 1741ItSt.,Salle.2.711• Y.h{ n1ul:WA 9nd.14 I:oel w».enRt fAX 17061 nye 094t grrc'lldlen G/TGf 6A1,4a3 3 T • °'�'1 I I S eel � I 1 .I I I I I ` •...l ..; �� I� ! l;�I y!?o !c e c1-3- �� I i i,.�� -ly..,v1',.�-t�,,;/ • ,�� 1. . 11- . � I , /. It I I � � I—I �► ! � � ; � I `� aI ` rl I .L ' � �• � ISI. 1.11 1 ' 1 I I do I I , �:�. , ,;;•(.u,� ,,'L,:� a rl s' , I P o.�,i _ J.0 0.3� n =I t Z I Nr. = O.OP2� i I I e. it 0.Z3lcll 033 do, Yr k,j Igo to : s�( Ll �z 1! to Yt,A).: e� z Y it Olt Mml¢Uy d IMP 1016L by - NI'sLSON-II()UItUA(:I:S,INC.,1'.S. 31 C��naulll��n l?unl nrrt (1�eckcd Fy t)nye 11411 N.G.12411I S1.,Sulle 2.111•Rio Mated.W A 9RO3.4 Ikwlldl��h N TE '1?oe) s:1t•1►ee? rnx 12041 0:0.094? I 7—/0 AID a ' � �(J�i�CJ fr fl'..��I�W�\ � I ! � I 'I I I I •1 I tilk � I � mom , � I I , I Is 7, i�.r0. "air ( 3t )�s �-I = '0000 �M � _A J�3 ; = i logo /,J,1 )�7.lzrl(s X'I - I ' I 2 v6.�Iao: kit!I ' i I I o e�Ioi1 � io. I i 6 10,09' . j I •i I I i .i f ! i I I I I 1 1 Tse to i - -> Yfcyvk !/11� 1"J ! _ , v,�ze ( 1 I I I I ! I V I I i 9'r` � . I I I - I' •.}• ( I ' I I I I i i • ; • I • I • I . I �• I I . I � .� J II I j .lir tt,+..Q; .G i-U-i►� .+ .V i 2 I .iii.l:► ,u..M' 1�W?'r,. 9� .s✓*-(� ! ? I i tike�_ .ti ,U f. A-�-� . • . � I� I ' IIIIIli1 NIi1,5ON-IiUU1tUA(:IiS, INC,, 1'.S. Alndcby /IV Ifile CV 6 B . lob N", 81!23 C++mu11h+�Iir+lrrrrr+ (Almkr't by IYrle Sheol No. 11411 N.I.12411r St.,SuNr 7.111n• Klrklnnd,WA 98034 --'F3— QW)n71 6((+7 11 �c-t„� .u,(.t,l.( i►. = Y. 7�) IL "S W, — Y. 70 if— • ZJI .�i-��,� .tee�� ..Cs r•.� = /•!'7 /�J/ 6, 37 !1 N r IOIcr',0 0.2Y/,/ Y J/ Vr L f� j _ 01rt27e NULSON-IIC)WII)AGUS, INIC., C.S. i Marl"by W J Idle �Q'' )nbNe. MM Cnrrnellhr�1'nRl�r.rt� 11411 N.r.12411,51.,Sidle 2_10• �]uYkcd by lhrle S1rcc1 N° �� N Klrklnnd,WA 98UJ4 121Xp)821.6667 IhacrllNkrn l..J/9LL f lob Nnmr• / ff (�'�01 y Z p (415 ;� 1 NELSON-BOURDAGES,INC.,P.S. Made by Date _ Job No. �`f/_� Consulting Engineers ��by Dole 11411 N.E. 124th St.,Suite 230 • Kirkland,W.1%98034 `'}"ct No. (206)823-6667 • FAX:(_;6)820-0447 Description IJob Name v �/ o NELSON-BOURDAGES.INC.,F.S. Made by 1 I).te ZZ t� I�bNo. e7/Z3 Consulting Engir,eers Che&edby Date / Sheet!"'o. 11411 N.E. 124th St.,Su:tc 230 • Kirkland,WA 98034 y (206)823-6667 • FAX:(206)820-0947 Dewription )ob Name --r I _ P(1- f 017Stc n Orr( cr"ie --r/o F-44//zP_ 5 ' S7c..� l✓.r// i2 PSF .3.3 '-X2 6 -�-O,�- P-1 P/p Q 6'oc 3 X t Z)l(,33)( 23 _Ts 4 ;Lie u, /e r St 1. 4 r7 �6 )( -7O -4- 3,25)( L6)(C) /j "O 3o/-I n//ev,,V (1, 33X360 ) 2— NELSON-ROURDAGES, INC., P.S. Made by Date �4 l) "No. Consulting Engineers Checked by Date Shed No. r/ 11411 N.E. 124th St.,Suite 230 • Kirklnnd,WA 48034 Z �'• (2.06)82?-6667 • FAX:(206)820-0947 Dewtiption Job Name ' f fL1'.IJ 1��1rICS SEI' It -- CSr. 0 771,,, 3J11; I � - iI r/. S, 3 ~2 ~ 1-1, 3, k Ml3c—le) I I I ry � , 1 1 41, 1 REPORT GEOTECHNICAL ENGINEERING SERVICES ' PROPOSED RESTAUP.ANT SOUTHWES': SCROLLS FERRY ROAD AND SOUTHWEST NORTH DAKOTA STREET TIGARD, OREGON ' FOR MCDONALD'S CORPORATION r r r r r r r r r R *� W IK W +Rr 7lIIRM I MR �Rt Gc I:nginct_'rs July 28, 1989 CunsultinRGeotechnkal E*nem and fYmk#is McDonald's Corporation, Seattle Region 10220 Northeast Points Drive, No. 300 Kirkland, Washington 98033 Attention: Ms. Lesley Bock Report Gectechnical Engineering Services Proposed Restaurant , Southwest Scholls Ferry Road and Southwest_ North Dakota Street Tigard, Oreg-)n File No. 1038-012• P07 INTRODUCTION This report presents the results of our geotechnical engineering services at the four acre site of your proposed restaurant in Tigard, Oregon. The site is located south of Southwest Scholls Forty Road And ease of Southwest North Dakota Street, as shown on the Vicinity Map, Figure 1. ' Our services have been accomplished in general accordance with our services agreement dated June 23, 1989. Oral authorization for our services was provided by Ms. Lesley Bock of the McDonald's Corporation on June 27, 1989. We understand that the properCy consists of two large parcels and several smaller parcels as shown on the Site Plan, Figure 1. Parcel 1 is adjacent. to Southwest SchrAls. Ferry Road and Parcel. 7 is ad,jacenC to Southwest North Dakota Street Most of the west and central portions of Parcel 1 will be developer: for the restaurant and associated park::ng. The remainder of Parcel 1 and all of Parcel 7 are planned for future development. ' GreoF.noneet-,Inc. 2405 140th Ave.'JF,Swte 105 N'llewe,WA 9R,M15 11-1 q4wne(206)746-5100 Fvc (206)746-5068 wR � � A� A� a! '� A■ +� Geo Engineers McDonald's Corporation, Seattle Region July 28, 1989 Page 2 iWe understand that the restaurant will be a one-story building with slab-an-grade floor. We expect that site grading will be done to establish the building floor grade at or slightly below existing grades. One tall road sign will be installed in the northwest portion of Parcel 1 adjacent to Scholls Ferry Road. We understand that the sign height will be 20 feet, and that the sign will be supported on a concrete foundation block. Automobile parking areas are planned on the east, north and west si.ci2s of the building. SCOPE The purpose of our study is to develop design criteria and performance estimates for the geotechnical aspects of the proposed restaurant building, road sign, and adjacent paved areas. Our spezific scope of service, for this project includes: 1. Exploring shallow subsurface conditions by excavating eight test pits e.t the site, including one at each of the four building corners, one at the sign location and three in the portion of the property designated for future use. 2. Accomplishing a limited laboratory testing program on selected samples from tl.e test pit-3. 3. Providing recommendations for subgrade preparation and earthwork. ' 4. Providing recommendations for building and road sign foundation design, including depth and width criteria and allowable bearing pressures. 5. Providing recommendations for slab-on-grade and pavement design. 1 SITE CONDITIONS SURFACE CONDITIONS The sit is an undeveloped field covered by tall grass and weeds. It is bordered by southwest Scholls Ferry Road on the north and the Meadow Creek Apartment complex on the south. The building location is !.eparated from Southwest North Dakota Street to the west by a 225 foot wide parcel of undeveloped property. Generally, the ground surface slopes gently downward to the southwest , except for a mound of fill located south of the proposed Gco*Engineers McDonald's Corporation, Seattle Region July 28, 1989 Page 3 building location and within the future development area. The fill co:•ers an area appr.ouimately 150 by 300 feet and rises above the surrounding natural ground surface by up to 9 feet. The ground surface ranges from Elevation 228 feet at the southwest corner of the property to Elevation 243 feet at the top of the fill. FIELD EXPLORATIONS We explored subsurface conditions by excavating eight test pits at the locations shown in Figure 2. Testpit locations were determined by taping from property corners and other features shown on the site plan. The locations s}:ould be considered accurate only to the degree imp'ied by the methods used. Test pits were excavated using a rubbei tired backhoe. The explorations were monitored by a geotechnical engineer from our firm who identified the soils encountered, obtained representative samples, observed ground w:t_er conditions and maintained a detailed log of each rest pit. Vie soils were visually classified in general accordance with the system described in Figure 3. Logs of the test pits are presented in Figures 4 through 6. `'amples obtained from the test pits were examined in our laboratory to refine field classifications. Moisture content determinations were accomplished on selected samples. Results of these tests are presented in Figure 7. SUBSURFACE CONDITIONS The test pits encountered generally uniformm subsurface conditions ' beneath the proposed buildtng, pavement and future development areas. A four to six inch root zone and topsoil layer mantling the site is underlain by stiff to very stiff brown sandy silt. The moisture content of this unit typically varies between 10 and 30 percent. South of the proposed building, the site is mantled with brown silt fill as thick as 6 feet in the test pits. The consistency of the fill is generally stiff indicating that the soil may have been compacted during placement. A former topsoil zone was 1 Geo Engineers McDonald's Corporation, Searrle Region July 28, 1989 Page 4 ' encountered below the base of the fill in Test Pit 6 but not in Test Pits 4 or 5, indicating that portions of the site may have been stripped prior to placement of the fill. Relatively slow ground water seepage was observed ire Test Pits l and 2 ' below depths of 10 and 9 feet below the ground surface, respectfully. Ground water or seeps were not encountered in any of the other stx test ' pits. We expect that the ground water table will rise and fall with response to seasonal precipitation. The extent of this fluctuation is unknown, but is likely to have little impact on site development_, CONCLUSIONS AND RECOMMENDATIONS GENERAL Our explorations and analyses indicate that the restaurant building and tall sign can be supported on conventional spread footings, bearing on natural undisturbed soil or compacted structured fill. Site preparation and earthwork should take place during prolonged dry weather as the on.-site soils will be difficult to work in wet weather. SITE PREPARATION AND EARTHWORK The surficial. soils consist of silts that are sensitive to moisture. Equipment operation on the silts will be difficult during wet weather. These soils will be impossible to adequately compact if allowed to become too wet. We recommend accomplishing site preparation and earthwork during prolonged dry weather, if possible. In preparing the site for cunstruction, building and pavement areas ' should be cleared of vegetation and stripped of topsoil. We expect that the depth of stripping will generally be about 6 to 8 inches but could be greater in some areas, particularly during periods of wet weather. The stripped material should be wasted off-site or used in landscaped areas. Extensive excavation will likely be necessary to establish site grades, particularly for the south t)ortion of the building and the south parking area. We recommend that temporary excavation slopes inclined at 1N:1 (horizontal to vertical) be used. Permanent cut slopes should be inclined at 2: 1 or flatter. GeOeEnoneers McDonald's Corporation, Seattle Region July 28, 1989 Page 5 We recommend thoroughly pr.00frolling building, slab and pavement subgrade area.7 after excavation is completed with heavily loaded, rubber- tired construction enuipment during extended dry weather conditions. Areas which rut or weave during proofi�lli.ng should be excavated and replaced with compacted structural fill. if site vreparation is done during wet weather, the subgrade areas should be examined by hand probing. Areas of soft soils should be excavated and replaced with stracrural fi.11. Operation of construction equipment directly on exposed rsbgradv soils should be avoided to the fullest extent possible. Structural fill can consist of on-cite salt and silt fill which are free of deleterious materials such as .irganic soils, roots, wood and large asphalt and concrete fragments. Silt mills may only be used during periods of prolonged dry weather and only when they are at the proper moisture content for compaction. If structural fill placement must take place during wet weather, we recommend the use of imported granular f?11 such as sand and gravel containing less than 5 percent fines (soil passing a U.S. Standard No. 200 sieve) by weight relative to the fraction passing the 3/4-inch sieve. Granu.Lar fill soil such as sand and gravel should be placed in loose lifts not exceeding 8 inches in tEicknPss. Silt or other fine-grained fill should be placed in loose lifts not exceeding 6 inches in thickness. Each lift of fill. should be compacted to at least 95 percent of the max3_mum dry density as determined by ASTM D-1557. Permanent slopes in structural fills should be no steeper than 2:1. A representative from GeoEngineers, Iic. should be present during excavation, proofrolling, and placement of structural fill to observe the work and perform representative in-place density tests to evaluate whether 11� or not the specified compaction is being achieved. FOUNDATION SUPPORT Spread footings may be founded on the natural undisturbed stiff silty soils or on compacted structural fill meeting the criteria presented in the �+s► ae s �r� .�r ww vs s a GeAVIEnoneers McDonald's Corporation, Seattle Region July 28, 1989 Page 6 previous section. The structural fill should extend out horizontally at least one footing width from the edges of the footings and should extend down to natural undisturbed stiff silty soils. We recommend widths of at least 16 and 24 inches for continuous and isolated spread _ootinfc, respectively. The depth of embedment for all footings should be at least 18 inches. An allowable bearing pressure of 2500 pounds per square foot (psf) may be used for building foundations designed and constructed is recommended. A maximum edge pressure of 3500 psf may be used foi- design of ,:he road sign footing. These values apply to the total of dead and long-term live loads exclusive of the weight of the footing and any overlying backfill. The values may be increased by one-third for temporary loads such as wind or seismic loads. We estimate that footing !>ettlements wi;.l be less than 1/2 inch, total and differe:IL1.^1 These settlements .should occur rapidly upon load application. We expect that the exposed bearing surfaces in footing or slab ' excavations will become softened or disturbed if not carefully protected from exposure to moisture and construction activities. Therefore, we recommend that theso excavations be made during periods of dry weather and that all such excavations be examined by a representative of our firm prior to forming, footings and slabs and placing structural steel. It is imperative that the footings be founded on undisturbed soils, because Lhe recommended bearing prossitre and settlement estimates are ba-ed on this condition. Any loose, softened or disturbed soil. present- in footing excavations should be removed and replaced with granular structural. fill ' compacted ro at least 95 percent of the maximum dry density as determined by ASTM D-1557. IATERAL RESISTANCE Lateral loads on the foundations may be resisted by a combination of friction at the base and passive pressure on the side. We recommend that a friction coefficient of 0.3 be used. Passive resistance may be computed on the basis of an equivalent fluid pressure of 225 poun3s per cubic font GeolvEnoneers McDonald's Corporation, Seattle Region July 28, 1989 Page 7 (pcf) for compacted structural fill placed as backfill adjacent to the sides of the sign foundation. These values include a factor of safety of about 1.5. ' FLOOR SLABS The floor slab for the restaurant building may be supported on-grade provided that the slab subgrade consists of aither compacted structural fill or undisturbed native soils. We recormnend that the subgrade surface be thoroughly checked by probing and proofrolling. This work should be monitored by a representative from our firm. Any soft, loose or otherwise unsuitable zones should be recompacted, if practical, or removed and replaced with structural fill. Floor slab settlements are expected to be less than 1/2 inch under loads typical of one-story buildings. These settlements will occur rapidly on loac. application. We recommend that a base course layer of imported clean granular fill or crushed rock at least 4 inches thick be placed to provide underslab drainage and a capillary break beneath the slab The base course layer should consist of sand and gravel or crushed rock having a maximum part" -le size of 2 inches and containing less than 3 percent passing the No. 200 sieve relative to the fraction of the material passing the 3/4-inch sieve. If moisture in the soil-supported slab cannot be tolerated, a vapor barrier 1 should also be installed between the slab and the base course. This vapor barrier could consist of a layer of polyethylene overlain by 2 inches of sand. DRAINAGE ' We recommend that pavement surfaces be sloped to drain away from the building area and that all roof drains be connected by tightline to the storm sewer. Footing drains should be provided along all sides of the building. These crams should also be connected to a suitable tightline system, but not connected directly to roof drains. .ar. �. w.r �. .. .. •,. a (JeoeEnoneers McDonald's Corporation, Seattle Region July 28, 1989 Page 8 PAVEMENT DESIGN CRITERIA b grade soils in pavement areas be We recommend that the exposed su rroofrolled as recommended in a previou section. Any areas thoroughly p showing excessive weaving during proofrolling should be repaired prior to placing the granular base course. Assuming that the subgrade is maintained in an Lxndisturbed state, the only design pavement section for areas subjected to f crushed rock traffic andw3tinches occasional trucks should consist of 4 inches of asphalt concrete placed over a subbaseconsisting sroadways and parkingiar'=as of compacted clean sand and gravel . Portions which will be subjected to frequent truck traffic should crushed paved ith 3 inches of asphalt. concrete underlain by 6 in 6 inches of sribbase. rd The crushed rock should conform to Sectio This3materialof e �hould�be Spec ifi.catton, Oregon State Highway Department. ' compacted to at least 95 percent of ASTM D-157. USE OF THIS REPORT We have prepared this report for use by the McDonald's Corporation in orti.on of this project. The data and report should be provided design of a p to prospective cont.r.act-)rs for bidding or estimating purposes, but 0".-- report, r:rreport, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades, locations, configur- ations or type of c)nstruct:ion for the restaurant, sig!i, and pavement areas, the conclusions and recorrmendations presented in this report may not be Opporfully applicable. If such chanf,es r,re made, we should be given the -tunity to review our conclusions and. recormnendat ions and to provide written modification or verification of these recommendations. When the desivn has been finalized, we recommend that we be given the opportunity to review those portions of the specifications anti drawings which relate to geotrch- nical considerations to see that our recommendations have been interpreted and implemented as intended. 1 4-WLW-LIF-Lvw��qW_MW_L"= (eco*Entine rs McDonald's Corporation, Seattle Region July 28, 1989 Page 9 The scope of our services does not include services related to construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between explorations. A contingency for unanticipated conditions should be included in the project budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during; construction to confirm ' if the conditions encountered are consistent: with those indicated by the test pit.;, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations o, scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at -.he Lime the report was prepared. No other conditions, express or implied; should be understood. 1 0 0 o - 1 r t �A 'n1r R R R R R R R Gee Enoneers McDonald's Corporation, Seattle Region July 28, 1989 Page 10 We appreciate the opportunity to be of service to you on this project. If there are any questions concerning this report or if we can provide additional services, please call. Yours very truly, GeoEngineers, Inc. i rr, Scott Mills 1 i TIF/ D Senior Engineer LF Fes__ F OgEGON ' s� 1'ci!:rr P. CltvcnFer p 4,VIZ Herbert R. Pschufider E Project Engineer LS� �� \RING GAO � William R. Clevenger ' Associate 3M:kiRP:WRC:jaw Two copies submitted cc: Wilsey & Ham Pacific P.O. Box C97306 Bellevue, WA 98009-7730 Attn: Mr. Harold Peterson Copyright ° 1989 Geo Engineers, Inc. , All Rights Reserved OZ-4 --imp ,W, •4p � i� :�.e I 1 I cotlant r .Ff •1 ' SITE .- --_ I I f M I 1 •ntL ; �� fw,.unowelu__ =1q ��I Ls SW HC U$ I sw •I• t ��tffY ,vn� rnrolr�� e I I I I swsw -4--■■�-/!/.ems{` 1 (e/►•y�- ■/,�•��e --� - -'i•_-- - ,j�/,. • � Y II A,� �' N�wL T l�f ��,� • .�._._! ''�It nr.i..r� ;HwE .w'�T 5 k c � n -?nr,,, mom luta o� 1 �... J �zm �- e � �• � [ t t f 1 n I / I f �I 7 •I � ` •tf'ii • I ^�I_ �' } 0 1 I t �' •t,t .. � I I fn ;I KIA ll I ! e I i''�, w 13 t` � •d N I L' !yi .. f �a _ I _ f1AW1•,.,D _ , � I I I I f r• Ot w Ca,l. �Ys�, �uf I I C� • / -- *.ry Golf fw OK MIM O 1 � O No Scale t N WN VICINITY MAP (neo i4Engi neers --� FIGURE 1 f,. Existing One Story Concrete Block Building J E ishn9 One Story Concrete Block Building w / / Proposed Parking Area J/ - �A w � RCEL 1 Proposed / Proposed Restaurant / Future Use Area s ' Parking Area 3 8 I Proposed \ Road Sin / U) g Proposed Parking Area z -n I _— PARCEL 3 _Y33 m N r. m \ 0 Property Line D Q Q r. 1 W �? fY Q d_ I SW NORTH DAKOTA STREET i3lock Building 1 1 � r t.ire Use Area / 7 z 0 6n 120 �= SCALE IN FEET 235 Q 0. -- a w cci )erty Line w EXPLANATION: � - TEST PIT LOCATION —t!2 AND NUMBER I PAR EL 7 IIj I � 8 i j.� / REFERENCE: DRAWING ENTITLED " TOPOGRAPHIC PAF (,-EL 8 SURVEY FOR MCDONALD' S CORPORATION, IN THE NW'y, SECTION 34, T1S, RIW,WM, -- CITY OF TIGARD, WASHINGTON COUNTY, OREGON", DATED 6/ 13/89 BY WESTLAKE CONSULTANTS., -tits. SITE PLAN 'i co w1 higmeers FIGURE 2 _ SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL I GRAVEL CLEAN GRAVEL GW ORSGRADEDAV GRAVEL,FINE TO C COARSE COARSE GRAVE GRAINED GP POORLY-GRADED GRAVEL SOILS MORE THAN 601 GRAVEL GM SILTY GRAVEL OF COARSE FRACTION WITH FINES -- - '— RETAINED ON NO. 4 SIEVE GC CLAYEY GRkVEL M'RE THAN 60% '— HETAINED ONSAND CLEAN SAND SW WELL-GRATED SAND, FINE TO NO. 200 SIEVE COARSE ShNO SP POORLY-GRADED SAND MORE THAN 601E SAND SM SILTY SAND OF COARSE F9ACTION WITH FINES PASSES NO. 4 SIEVE SC CLAYEY SAND SILT AND CLAY ML SILT FINE INORGANIC GRAINED CL CLAY ' SOILS LIQUID LIMIT LESS THAN 80 ORGANIC OL OROA.4I1; S'LT, ORGANIC CLAY SILT AND CLAY MH SILT OF H13H PLASTICITY, ELASTIC SILT MORE THAN 60% INORGANIC PASSES NO. 200 CH CLAY OF HIGH PLASTICITY, FAT CLAY SIEVF. LIQUID LIMIT 60 OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT_ PEAT — NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification Is based on Dry - Absence of moisture, dusty, dry visual examination of soil In general to the touch accord4nce with ASTM D2488-83. Mr+ist - Damp, but no visible water 2. Soil classification uaing laboratory tests Is based on ASTM 02487-83. Wet - Visible free water or saturated, usually soil Is obtained from 3. Descriptions of soil density or below water table consistency are based on Interpretation of blowcount data, visual appearance of soils, and/or test data. ,�' SOIL CLASSIFICATION SYSTEM 1 Co10 W ( eol"WEE11ohltFIGURE 3 GENERAL NOTES w I MCDOWt-D'S ROAD SIGN AND BASE Pf* BY THE SIGN f_T*4TRACT(*, II I II CONDUIT AND WIRING ARE By THE GENEItAL CONTRACTOR. I .r..:. .__ _ . —_1, I) BASES. AW," BOLTS, GONWIT, FIND WIRING FOR ALL OT1,451 SIGNS ARE BY THE OENERfA_ CONT RAC TER. S. 314" EWTY CONDUIr TO L."TIONS Sr*A& AT THE LOT PERIal - 7L9' METER FOR LOT :_IQHTING IS BY THC GENERAL CONTRp_I-OR. I r _:qHT C-) IN6 FIXTURES. BF4Fs. POILES, CAONDIUIT, AND WIRIWJ ARE BY THE 0VWR,,OPE RATOR. r 1AJT OF A. BA,41E3 FOR FLASVOLES ARE BY THE 0ENE%Qt_ cO#frRAC TrJR. ANC HOiR Z. BOLTS ARE BY THE FLAG-POLE SiPPLIE)t. 0 4 \ QL S- PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC W.Y. EXACT 14 Or LOCATIONS SHALL. BE DETERMINED TO ft-LOW FOR THE MOSI u q1 44 I FCONOMIrAL INSTALLATION •N A 6. THE CONTRACTOR SNAILL COOIRDINATE WITH ALL UTILITY COMPANS 4 q0'Itil L- r,AIL ES N TO DETERMINE EXACT POINT OF SERVICE rMMCTION AT EXISTING UTILITY REFER TO THE BUILDING ELECTRICAL ROW PLUMBING mill DRAWINGS FOR UTILITY SERVICE ENTRAH110E LOCATIONS. SIZES. AND CIRCUITING. 1. rt-L ELEVATIONS SHOWN ARE IN RepatEWE TO THE OE_WHliWPX W.1;IIi" 4 ALes' AND MUST BE VERIFIED BY THE OFNIERAt.. CONTRACTOR AT w PLAYI.A.MD F- I i PA, tj F.NISH WALK AND CURB El-EVATIONS SHALL BE 9' Pb0VF FINISH 57 104/69 C EA PAVEMENT. ALL LANDSCAPE AREAS SHALL BE ROUPH GRADED T h 0 s" BELOW Lj TOP OF AL!- WALKS �W CURBS FINISH aiioorNG, LAN1,w;CAPIW, a NQ� 77- 4 _'O* - - AV PO','( 12 AND 5"RI'lIk-EF SYSTEMS ARE BY THE OWNER/OPERATOR. 10. LOT LIGH-TNG Cr*4CRETE FOOTINGS TO CONFORM WITH T4-' SOILS 117 REPORT RE'COmmErcvrI0HS FOR THIS PARTICULAR SITE. y r 7 �' \� C leiA V 100 f4' Z4, PAVING SPECIFICATION 115, (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS) r 0 0.5 4 Z OV A, ASFL L%,' 5WHON To COMIST OF LMM Ll—,, (W I / I ; 1 2 IL/2* No VLUM =Wffia or 1 1/2- COW&CM TO r- SU SP-4 Fa CMR= MAnj. (MDZ con, On To U AT "dKmvuls Im.) OL M0014F"'S "IMM RE-96RVT-S THE Ptl*ff TO 0110,JEW A COMPACTION z j NOTE 1� tT AND/Oft A CORE SIAMIM.E. IF MSITS PROYIE COMCT, PM AKVf LL SPECIFICATION. TESTS WILL BE AT THE. EXPEwN oF mcDoNp"-S, F r�r-rt.�r+ �---�--- - - —�} ' O t 1 OT Himj r 3F. C C WILL Of )�AROED, AVI AL 17- %L 15.Aq LOT LIGHTING RECOMMENDATION x_ �J ILJ 00 L4j LAJ � I NOTE. ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIOWTING A3 NOTED. W c; PARKING INFORMATION I i < �i SPACES TOTAL x /6 0 LLJ t.- (L SPACES '09 SPACES X 16* 0 I , I SPACES Ix • SPACES x UTILITY INFORMATION V) w (In SIZE TYPE LOCATION u w i - LL '.iTARY 3EWER 0 Q WATER Liu STORM SEWER <1 ELECTRIC G414 5 X. V\i,4\L k 0/ '� IZI SURVEY INFORMATION w gg (y 0 RREPARED BY : V4E5T'LA i<L _'_'0N5LJL_rANTc, LU > DATE 0 cr CD OL uj LEGEND (n _j z 0 SANITARY SEWER S GAS (f cr N0k7fP DAk/OTA 7 V) _j WATER W LIGHT _P : 30 Nunn V) 0 ILI STORM SE14ER EXISTING ELEVATION S ) ELCCTRIC E PROPOSED ELEVATION PLAN SCALE : I " - CI RDLL-_ INFIJ STREET ADDRESS '10 - 5 A OA f-_,A_)Ar_1 1� 3" 70 40 C H 0 L L '5' F E_R' OAID @ CITY STATE STATUS A -4 T E BY 70 5A '-MA"v T EG 0 N , lus D 5' 7' &,it 1�tv-1 p- r t PRELIMINARY q 89 1,41 W1 (D-1 f -f pkv w C&4DUIT pop rurdr.-a COUNTY Cr,E.E it - 7) PLAN CHECKED TO N _T WA 5 H BUILT -.C:;)f_r-rAjt. rw se, fir) -r REGIONAL DWG. NO 01?PORPTE DWG. NO. 1230A SW SCHOLLS FERF"f PTIAE 5A OF 9 _FP 5 E- A 9 5 McD17047 n. IF THIS DOCUMENT IS LESS Jill 1777171 WITITI-111 Ill LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF — -----IItli�llll 111111 ylllllll 1111- 11"T' ll 11 2 OCTOBER 26 1993 THE ORIGINAL DOCUMENT. No 36 IT 6 7; ST 17. 0z LZ 9 tz �IIII III IIIIIIILIIIIIIIIIII lik�,Eiiiiiiq, IIlilililllil Ililil II III la u- W I. "7\--� 4, ,�'7�0, IL LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION DESCRIPTION SYMBOL TEST r,t i APPROXIMATE ELEVATION: 234 FEET 0.0 - 0.7 ML SOD LAYER 0.7 - 11.0 ML BROWN SANDY SILT (VERY STIFF, MOIST) (BECOMES WET AT 10.0 FEET) TEST PIT COMPLETED AT 11.0 FEET ON 07/11/89 SLIGHT GROUND WATER SEEPAGE ENCOUNTERED AT 10.0 FEET DISTURBED SAMPLES OBTAINED AT 3.0, 7.0 AND 10.5 FEET TEST PIT 2 APPROXIMATE ELEVATION: 234 FEET 'a 0.0 - 0.7 ML SOD LAYER n.7 - 10.0 ML BROWN SANDY SILT (VERY STIFF, MOIST) do (BECOMES WET AT 9.0 FEET) 'r. 7F.S2 PIT COMPLETED AT 10.0 FEET ON 07/11/89 SLIGHT GROUND WATER SEEPAGE ENCOUNTERED AT 9.G FEET p DISTURBED SAMPLES OBTAINED AT 2.5, 5.5 AND 9.5 FEET u .� ,n TEST PIT 3 w LL APPROXIMATE ELEVATION: 234.5 FELT 0.0 - 0.7 ML SOD LAYER 0.7 - 10.0 MI, BROWN SANDY SILT (VERY STIFF, DRY TO MOIST) TEST PIT COMPLETED AT 10.0 FEET ON 07/11/89 NO GROUND WATER SEEPAGE ENCOUNTERED ® DISTURBED SAMPLES OBTAINED AT 2.7, 6.0 AND 10.0 FEET i THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS ' THE TEST PIS AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FCK)T. O .-a o I iip LOG OF TEST PIT 1 y Geo��,Engineers FIGURE 4 w LOG OF TEST PIT DEPTH BELOW SOIL GROUP GROUND SURFACE CL ASSIF)CAMN DESCRIPTION FEE IO-. 1 TEST GIT 4 APPROXIMATE ELEVATION: 239 FEET 0.0 - 0.3 M. SOD LAYER ' 0,3 - 3.0 MI. BROWN SANDY SILT WITH OCCASIONAL WOOD FRAGMENTS, GRAVEL AND ASPHALT FRAGMENTS (STIFF, DRY TO MOIST) (FILL) 3.0 - 10.0 ML BROWN SANDY SILT (VERY STIFF MOIST) ' TEST PIT COMPLETED AT 10.0 FEET ON 07111/89 NO GROUND WATER SEEPAGE F.NCOJNTERED DISTURBED SAMPLES OBTAINED AT 2.0, 5.0 AND 10.0 FEET TEST PIT S ' APPROXIMATE ELEVATION: 238 FEET 0.0 - 0.5 !U. SOD LAYER 0.5 - 1.5 ML BROWN SANDY SILT WITH OCCASIONAL WOOD FRAGMENTS, GLASS AND ROOTS (VERY STIFF, DRY TO MOIST) (FILL) 1.3 - 10.0 ML BROWN SANDY SILT (VERY STIFF, MOIST) TEST PIT COMPLETED AT 10.0 FEES ON 07/11189 NO GROUND WATER SEEPAGE ENCOUNTERED DISTURBED SAMPLES OBTAINED AT 1.0, 4.0 AND 8.0 FEET ' TEST PIT 6 APPROXIMATE ELEVATION: 242.3 FEET 00 ' N 0.0 - 0.5 ML SOD LAYER 0.3 - 6.0 ML BROWN SANDY SILT WITH OCCASIONAL FINE ROOTS (STIFF, DRY TO MUIST) (FILL) 1 y 6.0 - 7.0 ML L'ARF.BROWN SANDY SILT WITH ROOTS (STIFF, MOIST) (FORMER SOD LAYER) b C4 7.0 - 10.0 ML BROWN, SANDY SILT (VERY STIFF, MOIST) a 04 TEST PIT COMPLETED AT 10.0 FEET ON 07/11/89 NO GROUND WATER SEEPAGE ENCOUNTERED CD DISTURBED SAMPLES OBTAINED AT 7..0, 6.5 AND 9.5 FEET W I N O I a0 M ' O THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE AASED ON AN AVERAr,E OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. 0 d LOG OF TEST PIT ° sol FIGURE 5 w r � LOG OF TEST PIT DEPTH BEL01N SOIL GROUP GROUND SURFACE CLASSIFICATION DESCRIPTION (FEEJ) _ SYMBOL TEST P1T 7 APPROXIMATE ELEVATION: 237.5 FEET 0.0 - 0.5 ML SOD LAYER 0.5 - 10.5 ML BROWN SANDY SILT (VERY STIFF, MOIST) TEST PIT COMPLETED AT 10.5 FLET 09 07/11139 ' NO GROUND WATER SEEPAGE ENCOUNTERED DISTURBED SAMPLES OBTAINED AT 2.0, 6.0 ANn 10.0 FEET TEST PIT 8 APPROXIMATE ELEVATION: 231.5 FEET 0.0 - 0.7 ML SOD LAYER 0.7 - 11.0 ML BROWN SANDY SILT (VERY STIFF, MOIST) 00 N (BECOMES WET AT 10.0 FEET) TEST PIT COMPLETED AT 10.0 FEET ON 07/11/89 NO GROUND WATER SEEPAGE ENCOUNTERED DISTURBED SAMPLES OBTAINED AT 2.0, 6.0 AND 10.0 FEET U O M ' THE DEPTHS ON THE TEST FIT LOGS, ALTHOUGH SHOWN TO 0.: FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS N1 I'HE TE! PIT AND SHOULD BE CONSID':RF.D ACCURATF. TO 0.5 FOOT. O ^? _`� II,,� LOG OF TEST PIT Geos `Engineers FIGURE 6 ' LD LD 1 r r rFIELD MOISTURE CONTENT DATA Sample Depth Moisture Content :est Pit (feet) Soil Tuve (percent) 1 3.0 MI, 27.1 1 7.0 ML 28.9 1 10.5 - 11.0 ML 32.5 2 2.5 - 3.0 ML 26.3 2 5.0 - 7.0 ML 31.4 2 10.0 ML 32.8 ' 3 2.0 2. 5 ML 11.6 3 6.0 ML 28.3 3 10.0 ML 32.2 4 2.0 ML 15. 1 4 5.0 ML 18.9 4 10.0 11L 28.5 5 1.0 ML 10.2 r 5 4.0 ML 20. 1 5 8.0 ML 30.9 6 2.0 ML 12.5 r 6 6.5 ML 2.4.5 6 10.0 ML 25.4 7 2.0 ML 29. 5 7 6.0 ML 27.9 ' 7 10.0 ML 31.4 8 2.0 ML 26.4 8 6.0 ML 33.8 8 10.0 ML 32.. 5 O ' 1 r 6 �1 b 1 r `e� FIELD MOISTURE CONTENT DATA Geo�i�I�glileer� FIGURE 7 1 1 OREGON STATE ENERGY CODE THERMAL PERFORMANCE CALCULATIONS PROJECT : LOCATION - DATE .-- mmmc s� Ar&itcc'3 Ptannas A professional Smice Capororinn 3625 132nd •a SX Sum'M 9e1{e+nie_w&9MX643" QCW&LA" 00 w � RUHL ❑ PARR & ASSOCIATES s""T"o. OF Jerry A. Ruhl, A.I.A. Principal oAn 3625 132nd Avenue SE Suite 100 CALCU,rEp�r. BELLEVUE. WASHINGTON 98006 �� oAn . / (206) 644-4000 CHICM semi., I --c 1 F'JLI.J LZT OL ------------- j I I 1 I ► � �, II I .I '� i � l i l i j ► l i I s wr RUHL ❑ PARR & ASSOCIATES SHEET NO OF Jerry A. Ruhl, A.I.A. Principal 3625 132nd Avenue SE Suite 100 CALCULATED BV_-_. DATE - 3625 WASHINGTON 98006 CHECKED BV_ -- DATE_ (206) 644-4000 SCALE 11,21) =21arIZ If ': 2�FA9 C.44o -70 2, f'btTlr r �v _. _... .. 1 %I.I� a 4c)1 .02/P� 2 ( "S(q) x,21 ,21 ) rLi5,-31_ I .,2,ui 2Qg.., ( _- ....... . ..... .. . . ... .... 4�,l ................. x. ......._... .... ...........__... ar m JOB_. ._. .-------------------- -- RUHL ❑ PARR & ASSOCIATES SHEET NO _.__-____- - ---__ -_ _ OF-__-------- Jerry A. Ruhl, A.I.A. Principal 3625 132nd Avenue SE Suite 100 CAL cuLAreoey___ _._ —____._-__-__-_ onrc __.---__- BELLEVUE, WASHINGTON 98006 CHECKED By ____._____—-_____._-___ DATE —_ (206) 644-4000 SCALE_ ------------- ----- -'------ -.. �'aPOtiIT' f�iC UFT ps - -14 -:- i r 'w n. -.•n ��,� ¢;nN V.04" "ft i0DPP M Inez 1 RUhL ❑ PARR & ASSOCIATES SHEET NO Jerry A. Ruhl, A.I.A. Principal 3625 132nd Avenue SE Suite 100 c��cu�nreoBv._ — o�Te______ P.E;.LEVUE, WASHINGTON 98006 CHECKED BY _. DATE____ (206) 644-4000 L� SCALE�--- - 44qo 1.01 0 V40 Supf9F.. PAIL rtum 1 l�& 17E � 4" P. AGI'- Ff ,4 44' u �" Jaz'' It �(R•�� Ve"64je> 4r2 ,4s at c,-% ,n r �.......... °. ,old 1R2_ ,t. .8�?, _ Cf .t�� . ,, _ _071__ :11 •_ - o 9- ��"� 141 1 .03 ��•�"1 I I �� JOB rn 'T1pb�rd �-�30 RUHL O PARR & ASSOCIATES SHEET NO. OF—� Jerry A. Ruhl, A.I.A. Principal CALCULATED BY DATE 3625 132nd Avenue SE Suite 100 BELLEVUE. WASHINGTON 98006 CHECKE ar— DATE ---- (206) 644-4000 SCALE its h( SK IWEV 894- 1 v12N ,4c ,94097 ...... . ...... .. .. . UPAUEL, UJ/2AoWLlTf, (dj-,lb�7 A b 3 o 15 y _ 0 09Z 11 ,01 wptkrl7tx 11l�iwie.OralsIq.Ounteoft PON TOLL FM,4w 4m „ IV Joe RUHL ❑ PARR & ASSMIATES SHEET No __.__ or. Jerry A. Ruhl, A.I.A. Principal :3625 132nd Avenue SE Suite 100 CALCULATED BY_.._____—__ — DATE___. T_ BELLEVUE, WASHINGTON 98006 CHECKED Br�� _� (206) 644-4000 SCALE�!.� Mme' _t Al i ............... }..........! 1......................'..........A I ! 41IGI� - �4� Ca”GYY1u 5 Sol. 33 ................ .......... WOWUTF, 8,0-� �.�3_. ._......�.............................. I ........ .._. .....124 . 12`}- . .. ............................................. .. l 00 � I ... ... ....... .. :.......... ..... ... .. ..... .. ........:...........................1..........N...«....._..............«.. ..., ... ..... ........ .,.. ... .... ................ .... ..........«.. I ... .,...... .........._ .. .. ..... 1 ..............I ........ .......... ............ ....�•.«...«..E. . .............. 1I i I I i I I 1 ................. ........�.. ...., 1 .nnnl�C'lv.' ♦(1,��v t',mm 4s 0'.1'�io OrEM owON[�OIL t�EE�710bt}71117 � _� 71A JOB RUHL 0 PARR & ASSOCIATES SHEET NO OF Jerry A. Ruhl, A.I.A. Principal CALCULAT�D8Y----,----- DATE 3625 132nd Avenue SE Suite A100 BELLEVUE, WASHINGTON 98006 CHECKED BY DATE (206) 644-4000 SCALE_ ... t ... .. ........ ............... ......... . .......... ........... ........... . ......... ....... nt c= . . ................... FILM Gum% po N 5Pt-& % . W4 5'n V 22 .. ... ... ..... .......... ............ (-rib ... .............. .... ................................... ... ....... ............................ ....................... ........_.....a.... ...._................. ............. ...... cj� .......... .................................. .......... ...................... ...... ......... ... .......... ....................... ........ ....... ................. ...................... ............ MonLCT 2w,Aklwwc mwma film%odo"w-ck, gee eoomaio JOB V,0*5 RUHL o PARR & ASSOCIATES SHEET NO OF Jerry A. Ruhl, A.I.A. Principal CALCULATED DATE--..--.-- 3625 132nd Avenue SE Suite 100 BELLEVUE, WASHINGTON 98006 CHECKED BY DATE_ (206) 644-4000 SCALE ................. .......... ' .........I.. .45 6� ----------- 10TK . ......................................... ............................... ..................... ...................................... .................... ........... .......... ..........i................................i..........4................... ............... ..............................J........... ....................I.......... ........................................... ........... ..................................................................... ............ .......... -Lis- 0 0 ............................ ............................ .......................................... .......... ......................... ....................... .......... ............................... . ........................................ ......... ................ .......... .................................................. ..........I............... ....... ..... ...... ..... .......... . ............i............................................................. ........................... ............... .................... ..... .......... ....... ............... .................... ...........................I.......... . ................. .......... ................................................... .... ..... . ... ......i.......... .................. .................................................... ....................... ............ .........................................................................................................t.............................1 ..... ... ... .......... ........... ............ ...... .............................:...........i..........,.......... M_ 'Off #M22. "m Arm JOB RUHL ❑ PARR & ASSOCIATES SHEET NO ------ ------.-- ---. OF Jerry A. Ruhl, A.I.A. Principal 3625 132nd Avenue SE Suite 100 cALcuLAreoev ________ onre__—_—_ BELLEVUE, WASHINGTON 98006 CHECKED By DATE (206) 644-4000 SCALE. . 14(1 1��j-?- �l I�1�,�3;%;.2`4{��7�i�4'. 1960,o � �� l'.►o + Y—^ ( + .011-.0(b (8.tn)+.0:+(:D.i42.) t,I 9 ((2,CFD)= I I .(yZ (PVC 19 ►� _ 0091 (flVC� u- Vrm-Ute, .. a1 I�� = I g�° �mrs� C)(I,0+Pzv';3+Q6,05)t-7(e). )+ C- 1T° �Z�Sr�'4"2,6�+►,2`�-'�� ' 4,�,(3�c(o,.j + ��.c��(�) C4. aX�)_ rz� u= c�tn . + 5!;�6X7.1-7t 2(1 X 61).(A7) + (1X'33 U — ° • <,,,,,•_'75� %1D ', i21M MM 0'111 1, O4f IF Tavpfl-AS MAW i JOB — — RUHL ❑ PARR & ASSOCIATES SHEET NO Jerry A. Ruhl, A.I.A. Principal CALCULATED BY___._— — --- DATE-- — --- 3625 132nd Avenue SE Suite 100 BELLEVUE, WASHINGTON 98006 CHEr,KEOBy _ DATE (206) 644-4000 SCALE_ .... .... ... ..... "1,16�� , . ,,.� y�> �, �� ; . .a............ ... .. 0 i I�� _ . 691 ��.��+ ,�`� � 1�� )� �� I ,�� -- •.�--� ' �—_ r� r J11�� p • L� 01 OK ....................................................... loan w.0471 Te ONOPMONITOUritt'�mm �► w°� wF SII � � s► +�s Joe RUHL O PARR & ASSOCIATES SHEET NO OF JerryA. Ruhl, A.I.A. Principal 3625 132nd Avenue SE Suite 100 CALCULATED DATE - 3625 WASHINGTON 98006 CHECKED BY DATE (los) 644-4000 -- SCALE .....................?..........t.......... r.......................................... ...................................................}.........*..........1........_7........ _.. U - , C t 2) AT �U�'X X LTJ .....................i....... i.........a.......................... ......}...... .. fi it 07 ,xI,5x �3)�- Cp3IT-)( 2 x 23�t �o( t x + coo)(, z o-lox 7(0.-7 x I? -x,82 t- .O X-77( X4;�? +( ,�,bx-7 - �4) I7(s.C-t 122.'2,`x-+- +Zz f-: Cho �— I�(D,cs► f- ",(DG CO2';5,(,;1 t' XT-00. 93 e) 1- . ......................................... 4- t -71,`D9 ..................................................... .......... .......:........... .. .......; ........................... ... _ ........... _..«..... _« ............... ............................!.........«�.._... ......... ..._. i .........__.............................. �.. _ .._...._ .. ..... ........... .......... ... ................... ....................q..._...«1..........j..._ I � .................................................................................. .. .....,.. ..................................«................{.........�..... .. no,�[IUCt��♦elA��G..mr 1Nr 7�.•,'n tier..OME'R:�eFE'�l1f/� _---- RUHL o PARR & ASSOCIATES SHEET NO ----- Jerry A. Ruhl, A.I.A. Principal CALCULATED BV ----- DATE-- --- 3625 ATE---- ----3625 132nd Avenue SE Suite 100 BELLEVUE, WASHINGTON 98006 CHECKEDBY --- DATE. --- -- (206) 644-4000 SCALE.— - — L.Ic�� pl�i►� Gt��Ct�l'11� � 1.� 221 w/� 9vicrl- 9c� �w Pf.P` AfODUC'206. Mfg ^, ..mo.uni "'naMNf f()Ll'afE'A67ri61n JOB ■fir 6Lv'•][�/j]� W� RUHL o PARR & ASSOCIATES —^— Jerry A. Ruhl, A.I.A. Principal SHEET NO OF _ 3625 132nd Avenue SE Suite 100 CALCULATED BY BELLEVUE. WASHINGTON 98006 DATE_ (206) 644-4000 CHECKED By _ DATE_ SCALE 1a�•1 RX17j.RbeTft #� II�A►1'r`� WAIS - �Itill!~IE�/Gl.l`�'�OIYI I� t9og (3)`f0 hPrTT 15 I(d� . ........ . . iT� �1CP UV-T1 I �2�CQ 21CYJ . ... .............. X15 -THE WMIM Au wsvje c UZ 'm gp fv ^pooUCTlOd,n wc.nem"m 0,47, 0M acw[TOLL FATE,4XV54M no a 0* r. Co msuking 901 Temnal SRIa Building,Sewfle,WA 98101 rIMRD ded&mz 01'aY0 Engineers (206)44&8448 dao ST�UC7-UR,,g L � :- C� L Cu TIONS A. IRE ppb S was - jp Q' A WA T S no 1T7mIl i I � MOD. —7 12 — CMMIIt1I1K 901 Terminal Sales Budding,Seattle,WA 98101 °^'cYO Mincers (206)448-8448 doa _ 'S'r�-�'t- JoISfS vE-(-1Fy ^L.�- Jo►Sr% F�IZ 4o PSF Show + #�?QLILAt?JLC MCi:.R UNITS. r14 FCR.►., LO ADS Jot5T bpaw4oaSt Tf4b wlttt} . U.) wcafTL w c•p lc. r , I J I 32. z.'414 2.,.(c-7 220 A-7 419 3�rb J'7 °Z '' 4 .o 240 Ivo 414 3tsr� J6 31 ' 3 .31 tot 135 4( Ct 3$v J q ZS' „ 3 . L-7 -k 171U pr-7 5-1 S J13 2-1.S 4 �Q 41�{ 57 Jol ST Ya 10 T Lu"s JL1�S I 1 I — bt ZS r •bs .Io77 IF- 6.q+ A6 M v M•- « �i u.A' r- oe- Pr t 3 94x .1.4r16A= 3 2..3 L w a� ��q �- 5 •?d 34 3OO •z4 3h4 ; g4- .t-3 .01 AA-- - dt- 4 4 .x L 1`` LSL.lL11.lLS1Wl - ��• dMe lI 3V Z i0bm Consultif* 901 Tetminal Salc,Building,Seattle,WA 99101 Emirwers (206144841449 dam 3 C3 to 4.�w 4? - ,u�,cl4.t" _ l,o K,2. : 38• i �s3 �lbl J11 1 JiL �t4 fvSJl'— .o D U)L A L 1 a -LBO z1.s SSS 3es 6s 4do A.10 rP - �t 4 Y- r . ... C w m CMSUIting 901 Terminal Sales Building,Seattle,WA 98101 `"'c«'d .� EmjfWC s (206)448$448 eo,. s►�av� p R-ti K T 1 M C.� 4 o pSF 51l 6" Loh D i s f-4 +v -ro So wsF el iLou N D Shaw part- 'F�4uR.E H-7 0� +5/lcr.J ��'� p>aR�-yg15 Fat- :��IKµINGT01a� 84 TN'' S'TVLVLT EWA" A'.ricG` G fi wA WHtL- k *h"N% T1W= MhK PF-a FT ►S N o A VPITIAk-IK. Go uS�aG�►Tl Ort pF p R-1 K'CIN G, I S P-�4o hl CD a T S Awof no dope I 1j 'r- - ConsUlcing 901 Terminal Sales Budding,Seattle,WA 98101 etieref wd no Engilwers 120614488448 tioti. w ITS tTv�1�� t�N�Tr.I-kx h1 -rRAts SES A4X I t4 a"i&-r J ld S T M Ar P SMLD TR-vg-c s4Ap E -rc.) Ar F-+FIrf- cAJ_ o co St Z z Z�SIi� �� #�►=D PST Is? ftku- 44-cic— hOJ4rl,GN--t ?O 4(p Me-� i LA v 3� Ccrosulting 401 Terminal Sales Building,Seattle,VGA 98101 cpocw Engineers (206)448-8448 oa» s%MPL6 SOJ9,N .`s',l$�iM.Rl�F,J� ,#((,�y�S O AlN6r �i'/-.�dr9F.•r" 1.4*,9 FSF 34_ OG. GND E Sa'- az 5#0%" , Vow H58-3wP.;d l2" 7 �`8J Pr GM/r. �,Yil C�1► EF-CO 497-36(41'44d) 57 ' 95 /2 7 29cJ 4—` DOAIF /MZ 13-30 (or C�.,rl✓. I I 1S'l.li.4.:��11 �• Clmsulting 901 Terminal Sales$uiWing,Seattle,WA 98101 Engineers (206)448 '.48 ,ah G L lk Mme' M, �B� CO�• GOG• F� <• r MUMU �2 Gam; u7/�kvy0 eftp= 137 Pl-� `' Lc r �.3 �!>< J•= +cr.l ' r+ /0 �3G0 �3 ' : OL d! , SAE- /svd LZc V-4 usc: wiQr�o o �- AyleleTMN FROM /9•rSC f" y'90 FOR S;!EAR CCs rf/r2 = C CD L 7d , s ./5— 5"s /4 MGA _ 0 3 ► .9 (1,0)(TXZ.) R az '#c#' i c 3 S"yx Z 1.yS ox, n " (`'��k R ' 2 7t �I/N. by dat• lou �� ConsUlting 901 Terminal Sales Bwldmg,Seattle,WA 98101- oc. Engineers (2C5)448.8448 i�%rER�4� COL• G-//fG UNE4 uAG COG s��/N S-?GEL �Ef NS c yl I f3 2 1 � Coy. cow ('bLi t Of�oS z � I F l Z� (ice . 7 �, T : (�Z A�+Mof = 2 9 R �' iNSaC, UJ/�X qo G = YV 0(3 1) ZGgr'4 27 =- uJ ,_�—� R� t�1,9S(3s��:s)42Z,y�ii�-�, 572- , ___ oe 66 Sia F61' Tr6 W6 4 soy/ �. �� a T X)bmo Consulting 901 Terminal Salm Building,Seattle,WA 98101 `hocks' En�;inerrs 120614 18.8448 doh SP/ril' 211 . )/ {yG0 ',CV 7 7/, 7 M'5 C" W /F x 35'- CAS° //s" /c T = Si0 ;�, dna /.3 G =y9 Zh Dh a d , 36 ' %3�ta t , 7 oK �I'7en7 &'a.—Ego— /T' '(s . EOU/3,s WO W. r�¢ 6000 1't-l6 Fb� /SSD f✓az- (oOF�j,�j s lrst .• D-F �/ �X2 S = 73,8. :t7,C /� = :�y , QK 1 - q, -- �'w �8'• 9960 �`� QC•• A 86,4,,4,f e o-P SOW o" s 11 „ ?Z 277 SF.L S7R F USE W 11b4v e / CGZr�i /Fuer �AC� ►��tl'I4r�" "/i�t�1 ?105-SI;re. */ 0-, ® body.-� Z ZrZG� • Q(lo-wawt"°lam (�G inset no -7 / job no C.OnSUlting 901 Terminal Sales Budding,Seattle,WA 98101 chec"d FiVineers (206)448.8448 aot. rZ7�P 0W SJ �P�3lV t 22- H7 , k, 9 , to Tor,*c. (,CP-f, 1q l.,t 7, / q / /01 �� y36�d LL li//x/'% �o C-MIv IlItt►", 901 Terme it Sala Building Suttle,W^99101 "�`� Flq;ltxcts (206)448-?448a,,. :2 7rr` �Ii4ac�f/�JrA� � cElJ 2Xf� �Iea4e✓' (zx►�a/ A�,c/y6 pr car, Ce 1p J, sO s ae 4!?4 *-- 1? Z) 715 H 3 �s:m�SoT) r 9P - 305 QK ® 'use CZE 8 �✓ doe�a /s GA� �2x X7b-V) r /30 ? FS- .:D Br r 81�n�x ar Y-- 3 c•� 3dS a0 r zx4' /�o� L 'YX3xyy iy� `� X '4`4 ,?s ® SDG. 4r .1 �6 fin,;► > %tee B,r_ r Hoc use L�) /el9s eu�S kr up/,�f (; ips (spe / ';N7 ea '"T Igo % yZ �Ta � 1fip ��_ � 170r 7,76 ` U� CMMIting 901 Terminal Saler But1t'tn`,Seattle,WA 98101 ob Mo (206)4488414 mw red; Rlva;ors cola del l cjazk ro %*e 2,' - r 4 m;if.79447s f'"Idws z p 7,0" S �y1t L 18�A61 b'f' �IGrc•E w� Q�oro x � 'fit' os �2)s"rro>~ RIF +" L (A A 3Y's r(i/0 6x 7 PJ►� n ll�� I nip RSSU/1rQ dui j./ -41 ke wMW y 0>d fr1b e n pu r �t � � s�g r— ase 2 A 3Ss A:��f use C1J H�s 70(2 DL t LC, 0 HIP (T'-3 Qr T-'l w -l0'(601x�) ° 600 7*� , `RL �RW (6Cpoo i P5F w • 2'��o) �z� ) ,� 22q+** /vA'C lI►'G O,k •rs wa w �w w iw w uao +� +s �v 01"Ino W lob me C1f1WIting 901 Terminal Sales Buddms,Seattle.WA 98101 enmcmd 1 Ft1Rl is (106)448.8448 cum k y3 X1y 4a o 4 fo cod L elf cv),Ac/ Pc x M' S`zsa i" lj j �_ z78Giw) fCLEA'AGC MdME�►'T� /SZ1�f�1A�•SZ.SU i.� \ �. NAS WA(MC C"P OF Do!71 Y =1650 \� V A R T eom P = Fn ^FtFs.1, is- 20 ,. ie `GZr �L — 17l1r yp4, - r�m��sas, �I��rrt:l` a� ircnue 1. q 12.14 Ok RI wz W1 W W1 W +� ervcrw Clrlsulting 90'.Terminal Sales Building,Seattle,WA 98101 Enkitwen (206)4488448 �» I IV 7AAIOR COGS xyx 1//i;' L S At k Ir �o ' GlS� TS yX� X ` C /4P�n }uGc`n�sr LA T? 3X3 'x c /px G (Pi l7n// ''r r�7 G/ 1 �. (i 7 r5� U- F / yX USS ioo no C.OnsultiM, 901 Tenninal Sales Building.Seattle,WA 99101 _ C^'C"O Engineers (2061448-8448 m.. FP,C/j` PF.,�i y�El (SOL Ash 164, PR6S5ae' - ©,as N*E) 7945 3 (. (,!,OG 7/0 Z) 34 67 % ? X266 Qk. 3.G7 �i0,-49' (Z; S TFI /40 Z 21s� /2 r) r�QOZ9� it Xke ILA 62 R Sv4o0 , USE S 'rz 0' cu iL G ('V 0 U&PA1 QAt. KK S Z" w /3. 7� Z isS.9t Fr6i .6 WAY 4jI . 37SFAf � 4� /Hz D.A� M IWA lux 1W cwt 0� Rz 1 W f T si •��' _ 7 .y, �•_ .T` — _ ,-, CON loo no Consulting 901 Terminal Sales Budding,Seattle,WA 48101 `"Kked En}„ineers (206)448.8448 OON :r '—gypil ,�1 eGlio'E q.+lA /pi-,�7i �Wr,' q leo9 f y = /Z% y,z.� ITT r- - i45SUA,14-;S F-%UTii s S40oE I;I I I LOMB dr✓JN A7' Gef'*- SUUD 6ROIlT CUA (• /4,90yG FOR 6 CONT/i1'UGY/S C6LGS Per,RT/C 017 0CA7/0/V IN lob n0 �l `^ cMCMW �eanle,WA yµ11 °O� Con5Ultin% 401TennmalSales AwldinK.- (2061448-8448 En�;ineres dM /JI�NJ� I Ulf Al 14 It S/:7 Y BS /1,76 1 1719 ,rte �1r � G.Gi r` � G' ✓ �J r �L !�' ��f' �,.. tN loo '10 Consulting 901 Terminal Sales Building,Seattle,WA 98101 cholked Engineers 12061448-8448 aaM \17 _ y/ x R /q b ✓ r Sit �/ N!'` Q,�• �-� �/ "'��'; le, , C I "61 r10 checlod Consulting g01 Terminal Sales Building,Seattle,WA 98101 E n};inrrrs (206)44"448 _ °O1 _ ACT, F�PO�T Pi 6r' .r1 „A or 14Z1 �b t b • 7s �� a7 NOT 06��/pGR WlOT'' ='4,9&64r VI,97* GUDuLv � 'LWLl1.lWSLL� 1 �_• " '�� w / � - u+Nr no Consulting 901 Terminal Sales Building,Seattle,WA"101 er»cwa Engineers Q06)448-8448 OaM �i or �) ��J/J.Tr /.fir�7 %'7/�,.'r'V •I il.:��r i i• r.L.:f _ __ 6-� ua�c - / 0 314 z. y Ori (fT-X 75 _ 2376 r 1 _ � �^ T7'rf-.ill U /� � A/�l / i i,� .a +•r�/� /'r• �' •�/ py�;T 1hee1 n0 i Ob no Consulting 901 Terminal Sales Building,Seattle,WA 99101 choC"" Engineers (206)448.8448 0019 IX--�P�� -, Al y1%. 510.5ol/.0 24,Fe-- 2 G lU//�/D 8r7d1�y 6", G' L e 'A.7 ' (7,4�Yl 7J��.0� J ��/'-!/5 — cv r C'„C/�/ �iPcJ'/:Je4'%• � a'�Cl'''>.G. l�B,�T/�i''G !ll/ S''' .�.Pr.'"! %C�:y�l� 1iT L+/ �� y 'i°�'= RCS CI�G�" !�'a �G-. � F✓/�f'//:� , f� ' K i6'oycI17-eW111I4C do llrdc -t VIIAIII plex I--'Ile 417, e'FF CuPIG &r c��'i��" r w 1w w w w �y G�q/B 7 MoD. crocked C WMjl[jng 901 Terminal Sales Budd,nq,Seattle,WA 99101 Wile %L061449 8449 _..... dam. > M TRAM PC-R,6 -- - ....... . t zo Ilr_nW�� -i -`-` z © 37,yk U6 D ooQ rneSldv as ® THIS CALC --I _•_.._.� �� -K c _. cS�ev' A�oeiA* Od�►/ial9�' kw� �qar .rfir55 D. _'.y(c2 ('�i)'1�,7" 'f'� 3 9d lN. tD l 7 W 6 DS Yt CR 3G r�Y1 K tM/98 , 17MN pUACHA6 /�M 6 7D V. = �g.7 -,96� 8,! R yl , 172- k/N, DEvEtc� R��r�rE� SNF.�hPl V ° Ig•7"-.y62(s7)•b•2 3(n V = R.7"_ z(ss) - -G.7'` yy' .� -c�Cn. Ve Rea H SS � g, y3o Vs : 12,7`-.Ysz(is)` 'l1,3` 38' ,2Q� �'a. [tl� I3u7JOR' a�!iNCk !� ?li'OL rRaM N3 7 llJC1�S ANI) PUNUy/,V6 ® /Z`O.C. .: DIAPHkA(.m CHnRDS 50 SFE R'S M yre2g(gr�t , 379-4-k C%T 37q*k1,''l'S' ` w.qK 3x3,01 Ft - to Fy N t • c 592 Q = y,(o7 F4 13,6, � �t � 5,83 ��. 9 Sheol 11C Al aime 7 MOD, 100 "0 CMSUltifig 4C1 Terminal Saies Building,Seattle,WA 98101 check" EJMvjjjeefS ('106)448-8448 dote , TPf'i- -,_ M-iQNT WASi9 A _ 9 19G77119Z ,8Sk a v &SED roue DEJ/4N F. ;L . 3y "�'8R�►cG pF MI's cwz Ewa rf 2.34 (6,404) = 3.31 �Y6RAc&- J3hx3.YzxA -r0RG r ;,p root 8 4N(�' 'ty bQy 155' j, 6. 21 P, 1, !s9 t((o Z2) • IO.SI t > 3,90lir 1 < ,6f = 22 t�G�l) TRI4NS FEIi d 5�1,� tuACL� IL ✓_ 13q2 = 7,0v. cU/l- 31PtiGtS (' G.�,rS Ear, tic) J Y3yiX �' r� si6l" 1(r 99' = y7 7:f3) 7,2r C -d-0' tIV Consulting UOl Teminal Sales Building,Seattle,WA 98101 Ent;inet:rs (206)448-8448 ChKYb IAC no --� (late zAoc:,r 'W" T i kf �/• �.Z�O./e /�� 1.�t�e l' k It AlyA_. r z 4A (lam '_4.l' (2�. �� rr^z 10`5'l1 „sipf!, �j sheet n0-- all o io0 �.urnultinK 9017enninal Sales Building,Seattle,WA 98101 cheCked E;t� inccrti (206)448.8448 tet. ✓`<.P��YT lU/'/_ 7d f r'3� GZ 1 G. ' 3S X ce✓i51ooll" �Vrp,c FyOM, 9r 7e 26-,0'"'. Fb 1p 79 -• , CYC/ rG' ",G�"�. ,�'• SPr P-nJ MI 71 nt`�,i (a �� T•' bV 1 77 ShN, •lU Ll)n5Ul11119 901 Terminal Sales Building,Seattle,WA 98101 �_4 F-11gincers (20!,)448.8448 773 �U z r'7/a•e s /Z z �J,[`.Li (//, J "i %lc,L j,�'�`G p/ 4G = &Vz�r - ., ® /:-' I $noel no ,00 no Cf11KY.ro Consulting 901 Terminal Sales Building,Seattle,WA 98101 Enginrt-rs (206)448.8448 7- r, f Y 51 8 p , L' i ..yAi' tt•1-��''a��a-fit`. ' ' �r � �. ;(„Y= �(S,�S,`i s'�� ;, /A/Q - Z c 1 ,b Consulting 901 Trrm nal Salre BwldinK,Seattle,WA 98101 cn.cwa Engineer, (.Ob)448,ti348 — OOH CNGCK (2) Zx V cu/Af M s/LL AT bWl rd TAPa F>?R uj N q La�O �= i7,G �F ._7 A-/6 00�1�►, .tiles � �2)��X,�.Y�st� G,I ZS� (/, 37) _ /o G7 %„t: 9s o. V car, Ilva xroo. Citi � r � 1.41. T L:5 byConsulting 901 Terminal Sales Building,Seattle.WA 9 awe nb np Fn};inecrr (206)448-8448 _ mti--------------- �+��g/�C ✓/ i/S F /�e��..%� ��a.i,�� ' rte: , _._ ewe COh //>�S2 SLG !/ Td ew ell C7- Lq 17 s ��'�•� �r�r,,�/�u� �Z_,� _ .SIA �.. =- S�� i',S" /-• '' fir.''�1i� ) ;' - WASpj�y Ot SsStah,/AL �;1rt fTll't'Y?� '44""a son" �++� fl�ll TMvx1.1 11100 fiN�1►i WA M 10 1 (] I � �a.M'-��.� e � P.T. �xG • �;di /.G, I 1r1�Y� i t:>C-- T-rr ..lug 1YP F �,d W1'IRI IN ��ini•�•r•� +•••(off`7-dL ..r 901 YMnrnei MIN�1pq SWMIO WA"10 Qj P--; 7`.vy"-" in &r r qG '41P ti .s em S . ci I zI ,I, c z k'&. 0 cy /Z � Bo Lys u-' `7 4,, N y /�r p1 = •7�• 4N (6 ,o9H �� a ti kSi , �k r a ' 0. 17-1 1 h <0.56 -7 = 5 sot 70?--4M$46" • SOWM.WA 9F 101 am N K. AKA�+N C C.S _F�+� �R.1_C?C�• L�ni�W Ib lb 14(do w B.14 : q R �^ 'xv.4 4 G •�4� a �5p 4 I Z+53 a INA owl RK t111�U�1{Ili; 'V LPlgIllevr% WWI V*M 809 aMO* VVA Nip? dm ,t,��IZ�ZZI _ ,0�33t2(Qzdc0,44ro 3 �� 5= � =n '�� g44(a lr �41Z-S)tZ(o,/zS)=Q�Ko9 Ih f p d 4Z � _ ►� 1'k x� {/J �•' � �--_. .- Is MY = aOtis# Icy - M Z --� l4f7 yn` R s o - �zRo Psl r 1.07-q is.Gq Q- ~�►� �a Fbx USZ 355x12 / �4.7 rO, \� v _ o.FF y Iz i'f'LF_ /Zl RZ zgaao_ � c• Z k5 �� ZroO. /,j9 SIGNAGE AREA CALCULATIONS i 206 FI (19.14 M^) I 70-200 ROAD SIGN 325 Ft•`(30.20 M`) 1. Actual Grua nl;igrr 35?Ft,-'(32.71 M7) 2. Total enclosed straight line oared 354 Ft.` (36.67.M`) 3. l30tlom squared and top q 313 Ft.'(29.10 M') 4. Totally squared between arch 5, Aulual area including space 105 F1.2( I1, 70.100 ROAD SIGN . . . . . 165 FI a(15.33 M2) 1. Actual area ul sign 176 Ft.' (1(3.54 M2) 2. Total enclosed straight linos 196 FI•2(18.40 Mz) 3. Bottom squared and tap squared , . . 159 F0 (14.77 M`) 4. Totally squared 5. Actual area inclurlin9 space between arch 7050 ROAD SIGN 54.5 Ft.1(5,U7 M`) III. . . . . . , . 84.3 Ft.'(7.83 W) 1. Actual area of sign 137,7 Ft.'(0,1a M�) 2. Total enclosed straight lints 1Q1 Ft (9 39 M') 3. Bottom squared and top rquared 82 a Ft.` (7.69 M2) 4. Totally squared , . . • . . ' 5, Actual arca including space betwoun arch 2.2 F1.2(2.04 M') IV. 70.25 ROAD SIGN . (3 F1. 33 Ft.2(3.07 M2) 1 Actual area of sign . . . • . . . ' 2 .28 35:3 M`) 2. Total enclosed straight lines 39 3 FI, (3.2 M�) :j. t3ottorn squared and top squared • • . . . . ' ' . 4. Totally squared . , • 31.9 F0'(2.96 M1) 5. Actual area including spaco between arch qr 5 l V. 70-5A DIRECTIONAL SIGN .05 F ,z(,47 M`) 1. Actual area9.31 Ft.2 (.87 M`) 2. Tota,ly squared , , . . . . , . . . , . . . . . 6,82 FI.` (.63 M") 3, Actual area including space botwoen arch 3.52 Ft.`(.33 M"1 YI. 70.5 bIRECTi�^,NAL SIGN � 3,75 Ft.2 (.35 M') t. Actual Aron . 2. Totally squared . . . . . . . . . ' . VII. 70.5M DIRECTIONAL.SIGN 3.52 Ft,1(,33 Ms) 1. Actual area . . . . . . . 3.75 Ft,'(•35 M2) 2 Totally!squared . . • • • VIII, FASCIA SIGN•(loiters o+11y) 19.7 Ft.`(1.133 M7) 1. Actual area . . . . . . . . . . . . . . . 36 Ft.2(3.35 f112) 2. Totally squarod . . . . . . • • • . . . . . . . . . . 26.4 Ft.2(2.45 M2) 3. Each letter squared • . . . , . . . . 21.2 F-1,2(1.97 M') 4. ponmeter area . . ' ' IX. FASCIA SIGN•(letters with logy,arch) 1. Actual area . . , . 22.3 Ft.2(2.07 M2) . . . . . . . . 2. Totally squared . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . 81.4 F1.2(7,57 Mx) 3. Each loiter squared . . . . . . . . . . . . . . . . . 41.9 Ft.2(3.89 M2) 4. Each letter and logo arch squarodSO Ft.2(4.6ri MA) 5. Perimeter area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31.8 Ft.2(2.96 M2) X. APPENDAGE SIGN 1. Actual area . . . . . . . . . . . . . . . . . . . . . . . . . , . . . , . . . 15.5 Ft.2(1.44 M2) XI, CLEARANCE SIGN 11. Actual area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.67 F1.2(,16 Ma) XII. WALL LOGO 1. Actual area , . , . . . . . . . . . . . . . . 9,23 Ft.2( .86 M2) 2. Totally squared . . . . . . . . . . . . . . . . . 24.80 F0(2.30 Mx) 3. Perimeter area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.30 Ft.z(1.24 M2 XIII. SPEAKER STAND I. 'ORDER HERE'taco . . . . . . . . . . . . . . . . . . . . . . . . 1.87 Ft.2(.17 M2) 2. 'ORDER HERE'face and stand . . . . . . . . . . . . . . . . . . . . . . . 4.73 F1.2(.44 M2) 3. Speaker face . . . . . . . . . . . . . . . . . . . 1.45 Ft.?(.13 M2) 4, Speaker face and stand . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.06 Ff.2(.28 M2) XIV. MENU DISPLAY BOARD•(4'x 81 1. ,Actual area,face only37.3 Ft.2(3.47 M2) 2. Actual area,face and stand . . . . . . . . . . . . . . . . . . . . . . . . . 38.6 Ft,2(3.59 M2) XV. MENU DISPLAY 130ARD-(4'x 8') 1. Actual area,face only . . . . . . . . . . . . . . . . . 28.1 Ft.?(2,(31 M2) 2. Actual area, face and stand . . . . . . . . . . . . . . . . . . . . . . . . . 29,5 F1.2(2.74 M2) XVI. SPEAKER BOARD-('03/4' x 5') 1. Actual area,face only . . . . . . . . . . . . . . . . . . . . 16.20 Fl.-7(1.51 MI) 2. Actual area,face and stand . . . . . . . . . . . . . . . . . . . . . . . . . 18.71 Ft.2(1,74 102) XVII. REFERENCE BOARD-(3'x 61) 1. Actual area,face only , , , , , , , , , , , , , , , , , , , , , 18.76 FI.2(1.74 M2) 2, Actual area.face and stand . . . . . 19.29 Ft.°(1.79 Mr) XVIII INSTORE MODULES-(arch modulo) 1. Actual area . . . . . . . . . . . . . . . . 11.0 Ft.2(1.10 M2) 2. total enclosed straight lines . . . . . . . . . . . . . . . . . . . .. . . . . . . . 13.8 Ft.2(1.26 M2) 3. Tptplly squared . . . . . . . . . . . . . . , 14.3 F0(1.33 Ms) 4. Actual area Including apace between arch , , , , , , , , , , , , , , , , 12.5 F1.2(1.18 M?) ** TOTAL PAGE . 03 ** ►N► ►iMA'1 rc CASEFiLE GENERAL CONTRACTOR NAME&ADDRESS: pASEFI Jarr>E:s L. John Construction.- ADDRESS: �- APPLICANT NAME AND Inc. E. John Construction Co. D 1 Ave,. __�----------- EXCAVATION CONTRACTOR Van_co!& r Wa. 98665 NAME&ADDRESS: nald PRESS: J.Fxca in --------------- R - 8rat ion 5 t �ttl and Or. 97220 Greer3ljur — T;�rard__Ur TELEPHONE NUMBERS: PROPERTY DESCRIPTION: STREET ADDRESS AND CROSS S'TREET/Ij)CXFFD APPLICANT' �� ]2388 SW Scholl's Ferry r Ld* ________----- '. -=- �ir�_R�)h-0837 Ti ai'd Clr OWNER — GENERAL CONTRACTOR: ,,,,r��;_1481 - EXCAVATION CONTRACTOR: LEGAL DESCRIPTION: SI-WJOB: I Tnknc Q -- TAX LOT 24 — 24 HWAFTER HOURS EMERGENCY 1/4 SECTION: 1 69 A CONTACT PERSON,TITLE,TELEPHONE: SITE SIZE,ACRES;.__ M rr 1 t�h n1.69, A S e r cult — DISTURBED/WORK AREA,ACRES: E SPOILS SITE RUNOFF DRAINS TO:(CIRCLE ONE) LOCATION&ADDRESS WIB~R LEAVING SITE WILL BE REQUIRED) CATCH-BASIN D ) PIPE CREEK (NOTE:PER1VflT" e+ r 3 i lrn� --""+�`c'- Scholl's E'er �• PRIVA 1`RI] 14�1� S.W (CIRCLE ONE) UBLIC RIGH�OF AYS .,-Cr-� �,rr.ASl1RF_S E� I�N�SED MENTA TION COiv ^i, ,. MINIMUM ESC REQUIREMENTS MIP;IMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION. DURING CONSTRUCTION: STABILIZE EXPOSED SURFACE SEDIMENTATION FACILITIES REMOVE AND RESTORE TEMPORARY ESC STABIL ZED CONSTRUCTION ENTRANCE FACILITIES PERIMETER RUNOFF CONTROL CLEAN AND REMOVE ALL SILT AND DEBRIS CLEARING AND GRADING RESTRICTIONS ENSURE OPERATION OF PERMANT FACIi_1TIES COVER PRACTICES OTHER_ _____— CONSTRUCTION SEQUENCE OTHER_— PLAN FOR EROSION CONTROL PREPARED AND SUBMr&TED IN ACCORDANCE WITH S COMPLETGUIDANCE ING EMERGENCY EROSION CONTROL PLAN DRAWING,AS REQUIRED.HAS PLAN CUNSTRUCTI�N NOTES NUMBER. SCHEDULEIsTAGING FOR INSTALLATION STANDARD OVAL S. OF EROSION CONTROL MEASl1RES.AND PHONE NU APPLICABLE ESC MEASURES AS NECESSARY 't4 111E 7tt7ON THE CONST C ION SVi- APP C Nr SIG ATURE • • • • • • • • • • • • • • • • • • • • • . . • . . . • • . • . • . • . • . • • • • • • • � � OFFICIAL USE ONLY.• • • • • • ACCEPTED DATE RECEIPT - BY RECEIVED FEE NiJMBER- ��*1 C 6'v ice^-"� ✓�"✓J� z 3 ell, i✓� l�fli ��✓ �ooE' ,`�X /9d� < . 2e NN N W W W N N N I / �rf O/DOO / l /FO 4/ �O /•�` /��- coo 1 nrt+ moo. Ar i iia• / JC s a26. 5�p• i � 533"o.0 r� _ a�. •'f' ,,� � /" �s' �*: '24- , COY/� f`��:/�G ; l"�=L '.,�A. r 6-d'•G�"� ;,PetE G /-------------- rs ,�EL'%.J/✓ /'I''/,'�%G!/5 �� N',- fl/9"G ✓q�, .��' � Zr1' �cf62_s�y qw-A quit .R i i f 'I i II _ I � I � �4 s_. ow ; W a � I `p .r •_ tic°,�7t�r��i�rG h�E�7 c-'�s l pig E'c�r AGR Y T Y�E' s• . :fir� yr.r �,'� .'v`�y},r � ! �r"ri`'`..'�r~"•_�."�:''�`; i '� 7` v!�=`)':'C1<'•- 1.� 4. v•. •CYC I r .:s - • ,~ -ate � •I•� �~�+,�T� a...l.... .r•-'��. j 11u:�wi=sJz��y-�-.._.•C-e f �,Of I F17 I A.r . • I--7C r/r� I 'J f•a. NYe• T1A to . I 1 r =a ;6 LE t : R 6A MENU BOARD ao,aRT __ McDonaiclrs Lj 03S6.2 9IT 12- �,/J.� � 2.J;-f'2- (52� ! i Cfi`K_G�Li�/L?/i'/G _��/%'�%C/� L C,-s"��G';�i! �.��:•'y f jf 6'47 Z ZEE/1D ` yo-,7.- ./7f 1'Ji 7- f/ f 2y71 , ------- /29" ------ R0E[SS104 ,INytit H kF 16(301 • ;1 s sfN, CIV\L O° `�, 01 i I I i i I I I I Nc�tihi..c, No�.Gs w/jr 9)roc•tt. v�te�.0 �n w�� ►1�U7 yL I f �r 2'CaNd Ftr N� 7r-. 5c.c�w5• LJb-r l�N �cnt,.E I✓1�c1�-D� I . •yew W w sIwfIN-AERAPw • ! M rOP Cp3. E�-r�GD p�UM• p .... In .... p--•-- ��_�/('Q''f"�J K. PICa N E►J T�U '�'�L��p�,.,j. —.�.��.. C �c��-� — POL fCGl'Pi. 1' 71 fPGl t�4NEL. �W'r '�3 OMAAA Q-T r.. - �— 0" 1 A ce 9 577 E►JD s�-rlor.) �laA I-IhLF St::G• Y aoiaRr - - 14 7- RW x. 161 1 s' , �,li•7U5T OF fz4ln TO'_-'`�.` �/T /CGJF, �y'✓D i'iGfITE� �, � c cv COVER-DARK BR014/N —SEAM-WHITE SIDE VIEW SCALE : 1/2 7 1-0 CL k/,'.JC Nor FE,:� r a'✓ A fCGz?F 7_1z E 5 NTS. aolaRT ROOF BEAM NOT _ • . ..f '} EAcH I ROOF SEAM ^CvMES w�7H: - - �r'. _ r.. _8(ZACKETS _ eot.toM _fns ... .�..i� `► FDLT$. A TACHEb� --AN - ScoNNEcSWITrT _ Discor • .ti - (4) 1/4"X I.. LAG BOLTS 5/16 X 3/4"- 18 UNC BOLTS LAG BOLTS DETAIL DETAILI =0-C . C .TRAGTvR TO IN5TALL J_ eox r-r �1CN N"T S. -'--oOF BE�4M LOCA TION AND PULL lVfFZE 5- R.- _SiN _1NsrALiFR To. HooK-uP TO,- IC(70.F eErNm5 I _ J-f3vxE5 AR-E NG AT 77MEF OF _INSTALL IF Nor, f�pv15E -C��NT�Ac_TO� ro }i oa K UP. - TRICAL: --SLE CT.� COA1POrJENtS t�F�CN 5C- ELEC _ i--- cv►'-HD_,LAA1P U_F64._T12-__- (1) 20ACIR 120VEACH - 7f2 cw-►io LAMP -; (PER NINEBEAMS) LOAD 1 7 AMPS SEE DETAIL( SEE DETAIL 2 BUILDING ELEVATION N.T.S. WE J�C:C�M I WHEN Cz) SPr-A KE it 57ANC16 AI<E V5iE0, (1) To NA VE COPY "W-Lcaiia 1 , ORDER HERB 1 1 l I - N In 1 t� 1 �E SCALE. 111= I'- 011 20 1/4" II 1 COLORS - PLEX FACES LT, -mccA,-BACKGR'ND. `�,�v�t��,�t- Z '-'`•�`"� Lo � X7328 WHITE-COPY R• Lr. BGE CABINET I I � PEAKER ST I c ^ DRIVE AUTO 1 -6"CURS DRIVER SPEAKER STAND • IItII - F.LE CT R I C A L• - -- i --�--�-� (I) 15 A CIR. 120V EACH LOAD .80 AMPS. - MENU BOARD PLAN VIEW 1/4'x= I'-0 \ �xr�✓0-s�8�-lid �6'P-J��'o NEP,4L &0Nrf sCroA S.rM�^ LELEL �j '/YF.�F�r Z�OROi'/GE-�¢�VGHOR 60L.75. /10�/lE" ELC-CT, C,ONC.4Em�- cr/,�,r5. _ �'i4vo/n,f DE7Ec raR ca7P ro ___ A 2.)�i� fc�rivG, �Et•�icffo�, Gomes; ..I — ��- - -�-.,,- ��UB Ovj' COMOL/r5 /Jt✓O ��'v,t LO:/C 7Z 3 PROJ. - ;;; (4) 3/4 d HOLES 8 1/2 c\j ° ' ` M i -(3) 1/2 /CONDUITS o Tel 3'.�f/.V• - - �4' CO,N(i(//TS - -- DETECTOR LOOP TU ��l1 ,Gl!/Ti`��i'✓. n�,q c/Rc�EG FOOTING_ _ , =6' x I' SECTiN A-A I I n !/y t