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I I LEGIBLE THAN THIS NOTATION I I I ( I I � � I � I � I OCTOBER ,C.1 2 3 4 5 7 8 9 - 10 �3 IT IS DUE TO 'I'I I E QUALITY OF No 36 THE ORIGINAL DOCUMENT . - - — --- - -- __ - -- --- -- - — -- - - -_ E 6, 87, LZ 9Z Z � Z EZ Z tZ 0i 6t 91 Lt 91 ( SI t6f3 ,di�wIIillt, . I IIII IIII IIII I{II IIII 1111 III IItIl 11111!1 �ii11111111111,1illll ll llilL_ 1 (II�NiI a 10900 S.W. 69th A�enoe, I r 0 rn a i s sw •a � as s Permit No. CITY OF IIGARD SIGN PERMIT APPLICATION The applicant hereby applies 12or a permit for. the work indicated or as shown in the accompanying plans and specifications. ZONING: C-G SIGN LOCATION ADDRESS: 10900 SW 69111 A"F NAME OF COMPANY: _ CARROW' S RESTAURANT APPLICAN'!AGENT: DICK MILLER - 206-693-4773 The Gity of Tigard imposes an annual Business Tax u hire must be ntly kept current e a current on all persons doing bu° iness in the City . Do y P Business Tax? _ Yes PROPOSED SIGN: PERMANENT (xx) FREESTANDING (xx) TEMPORARY ( ) WALL ( ) BILLBOARD ( ) SIGN DIMENSIONS: 10' x 7 ' TOTAL SIGN AREA (Sq. ft. ): 14U sq. ft. WALL AREA (Sq. ft.): N/A _-- HEIGHT (ft) : 20 feet -- P ROJECT ION: ---------- ILLUMINATION: YES (xx) NO ( ) COPY: Carrow's RPS tallranr Une hours MATERIALS: ShdcfmF+ta1 and nl���, �' - EXISTING SIGNS:_- NO ' �'�"' frnaSY_and117� O111ER PERMITS REQUIRED: YES ( ) NO (xx) _— COMMENTS: f o o t i All sign permits must be accompanied by PLANNING UEPARTMENI + Permit Fee: 3 .OU scale drawing 'And plot plan. If work Receipt No__ 24331 authorized under a sign permit has not beer, Approved B 'as com��lr.ted within ninety days after the �'-' issuance of the permit, the permit shall Date 7/28/87 become null and void. I CrRTIF Y THAI I AM THE RECOROED OWNER OF 111[ PROPE,jTY OR AN AGENT UTHORIZED By THE OWNER. 11 7 \ Applicant' s Signature Address Telephone DAS:bsb2 air � ww we mr ae G� C Permit No. 5 _ CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for. the work indicated or as shown in the accompanying plans and specifications. V�cc, ZONING: � . . SIGN LOCATION ADDRESS: NAME OF COMPANY: APPLICANT/AGENT: y t current imposes an annual Business Tax which t The City of Tigard lhave be epa current on all persons doing business in the City. Do you p6 Business Tax? PROPOSED SIGN: PERMANENT �� FREESTANDING TEMPORARY . ( ) WALL ( ) BILLBOARD ( ) X SIGN DIMENSIONS: .'�" • �� � TOTAL SIGN AREA (Sq. ft.): -- WALL AREA (Sq. ft.): HEIGHT (ft) : PROJECTION: NO ( ) ILLUMINATION: YES (�l) ?,, ' �� rev COPY: S f7 - MATERIALS: s t EXISTING SIGNS: � OTHER PERMITS REQUIRED: YES ( ) NO 72 COMMENTS N11 sign permits must be accompanied by a PLANNING DEPARTMENT g If work scale draw iMy and plot plan. Permit Fee: �'3�-- permit has not been a atuthorized under aA sign p days after the Receiat No. : 3 - A proved B a completed within ninety the pewit shall �- - issuance of the permit, Date bg4ome null and void. I CERTIFY THAI M AUTl10RIZ 0 9Y �ER OF grMERTNE PROPERTY OR AN AGF N Appl—iant' s Siynatura --- -- - Address DAS:bs62 1, A 2R�W5 �2Sta vR.��t ��oRm�,ec.v �'.aCo•S �c'estpu2A�.R`> ! Of av 5. ur. Low!'-"�A-V !&A P-b d 2EGoN �f�nlc:_ov✓�' S lGn� C/v. ` •�•.'�� �'��o_ C/T r p,� Ca /G T V 1wcoU veRl it)As T`eI-ePHon e- PZ( 'o &93�Y773 Ise me)v C E X 15T/IU G 0o� - F (216A) , S/b N TV �')D'O " FR-,Oen G&A0E 77 ��' /V0 07-ge S/C,,IUA69 0 N S "t e -400D MopaQ.T'l LIN e I 0 W R-r-0 �� I o 900 S.w• Lpf r RESTAURANT OPEN 24 HOL0 r�X/STIr (o"57'eec. 4 Pari I pG DESIGN NO AFFILIATED MEMBER to FSALES 3 - 5'7 t / of ! M �.✓-� , , , • •� ,ar ae O G t,; O 0 T• 1RS to O N L-PIp rIT �:7oR D /F 5Il4(,� — Bkc-Y(,,Routj CD - V lbROWN *t :.q ( 8 13 VAR oEV-s - OV A N6E 4 2-s64 C Go II =Vt>Tni z I ,�k> C Ge/-V'V-V S. RS j} A -kdWe& — T'Jhc-K(r Qav ND l Vo 2\J 21 (0 g E 7A, I ACRS — R E D lar 2-T?3 This original design ti lenl to the bof,ower for hir. DESIGNER confidential use for which it is specifically furnished �• lr.�ui yL This design Is the exclusive and confidential property of Vancouver Sign until released by some This design � ' � • • cilFannot be reproduced without written permission and •t ar , e e tL a must be recurred upon request. f r�7 /O 7 DATE I � MMMMENEELMIRMLONIMLMU ADDRESS �� �`1 z.0 PERMIT NO. `O9 �r1 _____ — � PERMIT CHARGE _ none ..._In t N E.R CONNECTION F E E^�a m o o ' . __ - - - _ PAID BY 1 YPE OF BUILDING C��-c�� DATE CONNECTED �?'.�K_` � ' '� -76 ;t HVICE RATE y1<"���-... +�-� INSPECTION FEE 7 PAID BY DATE `,IIE OF CONNECTION A55ESSMENT _ _� PAID I i City of Tigard INSPECTION REOUE for INSPECTION TIME : — PERMIT NO.. ---- DATE 3 1117,61DATE I SSUED._.j=—i=-. OWNERS NAME : c,g �� ADDRESS : T til - Grp 4 Y--,/. - -• C O N T R A C T O R : ------- --- I TEST. Air0, Water (] , Visual ❑ , Luborcoo: RESULT: Approve Disapproved 11 F't.it�t'iy ' SKETCH: —r W 17P � ,-i �E�•Y `y I I I INSPECTOR DATE LOTE Attach auppiamentu tett u n o hor,,+oi 1 City of Tigard INSPECTION REOUES for I � � i INSPECTION TIME : ; '�' �— �.._,_._._.�__...._.•..__..... --2-UPERMIT NQ : -5-574 DATE: -1141DATE ISSUED: z.s� OWNERS NAME : .�C ADDRESS : / 0 00S,--jV1, . i CONTRACTOR TEST: Air 0, Water p ► Visual L� , Laboratory r RESULT.- Approve Disapproved ❑ ��r►� SKETCH' 1 Roo . 3�. a W ell I r ' INC) �-- NSPECTOR Dit 'E `NnE . A#tact; su4piemerf�i refit a h�►rl , j s i Cit of Tigard City g d INSPECTION REQUEST � _ for dmf INSPECTION TIME: PERMIT NO. ;_._, DATE: .a /6 DATE ISSUED :- / / OWNERS NAME :---1-J-1 ADDRESS: ���< < 'J S• Gam; �� CONTRACTOR : I ' , I � TEST : Air p, Woter❑ Visual � , Laboratory p RESULT: Approved Disapproved 0 , Pending p I S KETCH. k `Tt, cI PIE- C3 T, t:;N I �lv'r .TZ' / INSPECTOR DATE [NOTE: Attach supplemental t9st da1i ,a, i City of Tigard INSPECTION REQUEST for r , INSPECTION TIME :-141A"1' — PERMIT NO. ' — DATE: .2-1a= DATE 1SSUED:---j OWNERS NAME : ADDRESS : CONTRACTOR :--�Cft TEST: Air C, 'Nater C , Visual C , aboratory ❑ RESULT: Approved , 1):3approved ❑ , Pending C SXFTCH. f�,. •-r�..� �J'T � 1 /trr -.Yr i 7 SPECTOR DATE [NOTE : Attach supplemental lost doto hew 1) City of Tigard INSPECTION REQUEST � for INSPECTION TIME: PERMIT NO. : I DATE: -/LL/-- DATE ISSUED :- L- OWNERS NAME : _�7ec rf% ��rS ADDRESS: CONTRACTOR : t', ,,. .: jie77F TEST : Air ❑, WoterQ visual V, Laboratory p RESULT: Approved DisapprovedI ❑ , Pending (] SKETCH, INSPECTOR DATE COTE: Attach SuPPIGMSntal 1111 data Girt i ji �" .y"+IIY"11u711�11'Flow CITY OP BUILDING PERMIT APPLICATION TIGARD DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN' INDICATED 19 �' N� O j OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. _ OWNER Co cc)E a OWNER PFIJNE — 1,c —_ADDRESS •'t 1.�1 IIlJ1LQE R '�dFAdiy' !jigns ENGINEER --BVI�ER PHONE " ARCHITEST STRUCTURE ONE ❑REMODELDESIGNER ❑ADDITION ❑REPAIR ❑RENEWRI_ ❑FIRE DQMA_GE-- ❑ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAH PORT ❑GARAGE ❑B FEION ❑.BOND - ❑STORO,GE❑SLA ❑FENCE: ❑MOVING _ ❑CONDI— TIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED Q OCCUPANCY _LAND USE ZONE _—= IJSIGNS _BCUG. TVPF __FIRE ZONE_ PLAN CHECK BY _ L t raw-aLaflainy double rac& .;.1 juMjrl tflu - - _HEAT 1 +jingle race wall Sign ,+�• I't• -- According ta pl>�r;r� cin Pile - QAC. LOAD— FLOOR LOAD HEIGHT NO.S70RIES BUILDING DEPARTMENT -KS FRONT AREA VALUE REAR _ SET BAC —'-'" Permit =--- _ LEFT SIDE RIGHT SIDE Plan Check THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING -_ REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Recording WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PER-MIT DOES NOT WAIVE 196 State RESTPICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS Total LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. '� ��- By —M— ---- A�nr�cANt OR Ar,ENT r �► Approved - _._— Receipt No — O LQ/Z___ Co, December 2nd, 1975 Mr. Russell Austin, Building Department, City of Tigard, P. 0. Box 23397, Tigard, Oregon 9722.3. Dear Mr. Austin: We enclose the following: 1 . Two (2) copies of plot plan showing location of Reuben' s Plankhouse Restaurant and Coco ' s Restaurant 2. Two (2) copies of details of Reuben' s Plankhouse signs with specifications. 3. Two (2) copies of details of Coco ' s signs with specifications. 4. Four (4) color photos of the Reuben ' s Plankhouse and Cocols signs We would appreciate your approval, as soon as possible so that the local sign company can begin installation. They will pick up the necessary permits fron you. Thanking you, we are, Sincerely, ¢A"GE,COUXTY NPN SIGN CO Fred L. Schroeder Construction !ns¢ection 9 Related Tests Carlson Construction. Consultants, Inc. P.O. BOX 25752 - LAKE CITY STATION SEATTLE, WASHINGTON 98125 REPORT OF CONCRETE TEST SPECIMENS PHONE (20a) 384-9500 Date Molded: 11-5 --- , 19_ 75` Job. No. CP-8j Client: _ William C. DeBauw Const. Co. Project:-_- OoCoes Restaurant_ Address: Tigardl Oregon _----_—�---------- Contractor: William C. DeBauw Const. Co. - — Sub-Contractor: Concrete Supplier: Willamette Cast by: D. W. Leach Heather Rain Temp, high: 6U -Temp. low: —_____ Location of Concrete Placement: _-_-Ground Blab along the south and east eiders. Strength Requirement: PSI ' ou _ z8 -- 'n� -- —� days Sltmp: _----------n-'--- ---- Cement Type: __-- --_-_ . No. of sacks: �� Entrained Air Admix, Amount: 11% Brcnd:Ca1,1ium Chloride Admix, Amount: - --- -----Brand: - - Coorse agg. size: 3/4 e: aBatumio 1 ypBatumi_.... _--Fine Agg. Size: __Bldg. F- - Snecm.n Specimen Test P Register Date Dat. Total unit Lood Report No. - Type - Days Number Reed. Tested Load Are° PSI No. 3 A 6 x 12 7 7961 11-6 11-12 71,000 28.27 2720 11 3 B 28 7962 11--6 12•-3 1110000 28.21. 3930 12 3 C 28 7963 11-6 12-3 108,000 28.27 3820 12 D I - -E F Remarks; trot water added. cc: Tigard Bldg. Dept. c-- see►i�Te - _ - --- _ . �. j form Na 1 2.69 _ FRANK W. CARLSON Construction Inspection & Related Tests Carlson Construction Consultants, Inc. P.O. BOX 25752 — LAKE CITY STATION SEATTLE, WASHINGTON 98125 REPORT OF CONCRETE TEST SPECIMENS PHONE 12061 864.9500 Date Molded: 11-5 _ , 19 -"5 Job. No. Client: WilAAM C. De9auw Const. Co. Project:-_ Coco's Restaurant ------ Address: rPigard# Oregon ----- -- ------ --� William C. DeBauw Covet. Co. -�- -------_ _-- - - ---� Contractor: Sub-Contractor: Concrete Supplier: Willamette _ Cast by: W. L_-__ PP D. each Weather: Rain 60 -- -- — — Temp. high: Temp. low: Location of Concrete Placement: — Ground elan alc-mg the South and east Bides. _ Strength Requirement: _ 2500 PSI @ ._ 28 days Slump:___ -- 4' Cement Type: I A-- ----- — No. of sacks:_ Entrained Air % Admix, Amount BrandCalOfum Chloride Admix, Amount: ______—_—Brand: Coarse agg. size: 3/4r1 - —._ T yP e: Natural t31dg. ---- -----------Fine Agg. Size: ---------- Specimen �specimem Test P Register Dot. Dots Total ni — No. Type Day. Number Ree:'d. Tested Load Are Unit Load Repose PSI No. 3 A 6 x 12 7 7961 11-6 11-12 779000 28.27 2720 11 3 B 28 7962 11-6 12-3 28.27 - 3 C 28 7963 11-6 12-3 28.27 -- E F - I Remarks: Rot water added. cot Tigard Bldg. Dept. Form No 12-69 FRANK W. CARLSON UNIFIED SEWERAGE AGENCY I OF WASHINGTON COUNTY ADMINISTRATION BUILDING--150 N. FIRST AVENUE HILLSBORO, OREGON 97123 (503) 648-8621 BOARD OF COMMISSIONERS Joel Wesselman CianorN Manpar BURTON C.WILSON JR.,Chairmen doom 302 VIRGINIA DAGG RICHARD C.HEISLER RAV MILLER October 13, 1975 ROD ROTH City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Attn: Russ Austin Centlemen: SUBJECT: Coco's Restaurant This letter follows up our telephone conversation on October 13th regarding the waste extractor proposed for use by Coco' s Restaurant. It has been determined by the Agency that the extractor functions as a solids remover and in effect expels liquid only. Therefore we will not rate this item in our sewer connection charge. Very truly yours, Steveii P. Furno Draftsman SPF/Iii. cc: Balm & Associaties Construction Inspection & Related Tests Carlson Construction Consultants, Inc. P.O. BOX 25752 — LAKE CITY STATION SEATTLE, WASHINGTON 98125 REPORT OF--CONCRETE TEST SPECIMENS PHONE (208) 984-9500 Date Molded: __10'219 75 Job. No. r CP-96 Client: _-- 11 & A Construction Co. Project:__Girod°s Supermarket —__� _-..-------_.----- _____--- --_—._-- — Address: Tigard, Oregon ------ --- -- -- — --- _ __-- Contractor: H & A Const. Co. _ _ Sub..Contracror. Concrete Supplier:Ross Island Sand and Caravel Cast by: D. W. Leach Weather: _ Cloudy _ Temp. high: .?________—_ Temp. low: Location of Concrete Placement: Truck xe11 walls. Strength Requirement: ---3GCp 411 9 9 ----------_—_—� PSI (d __`= _ days Slump: _ --- — ------- Cement Type: __ �_ No. of sacks: _6 Entrained Air Admix, Amount: _ Brand: Admix, Amount: _. -__ .-_Brand: Coarse a et 99• size: 3/4Typo:_._- NAtural _ Fine Agg. Size: _ Bldg. Specimen Test P Register Date Date Total Area Unit Load Report No. _ Type Days Number Recd. Tested Load PSI No. 2 A 6 z 12 7 815 0-3 10-9 579000 28.27 2020 2 2 7 "816 - 0-3 10-9 55,000 28.27 1950 2 2 C 28 '781 7 _ 0-3 10-30 28.27 2 _D 28 7818 0-3 10-30 28.27 E F-- L Remarks: ccs Tigard .Bldg. Dept;., Henry Voderbergg Arohe -- CCC - Seattle Form -- -- orm No 1 1.69 ---- FRANK W. CARLSON MARTIN TRANBARGER CONSULTING STRUCTURAL ENGINEERS 2304 Newport Boulevard JOHN A MARTIN,S.E. Newport Bearh.California 52660 RICHARD J TRANBAFGER,S.E. t I (i 141 675.0715 i I October 1, 1975 Dennis Slaughter Masonry! Inc. 1133 Z .W. 1st Greshan, Oregon 97030 Job: Coco' s Tigard Dear Dennis: As an alternate to using ' Key-Kold' as a joint material at the concrete block walls, we would suggest breaking out the ens of the blocks at the joint line, and grouting solid. Lxtend hori- zantal reinforcing into grout space but not across joint, except at floor and bond beam. Our main concern is to have a straight vertical line that will act as an expansion and shrinkage joint and will work through the wall. Yours truly, RARTIN & TRANBARGER Robert P. Loeffler Project Engineer RPL:dm i 1 I JOHN A M A R T I N ? p rtlw w aw1aun Lo OV810.arra.,.WMr t' .e1 Mw 4,4 P.ugc ., ,ra,rtq ibw«N,ny eu,l.lOt Nowieu nwu YMl �MI S]!rM. a n d ASSOC I A T ESI a .1114,0 e, quo!.«011.P�ow0..ro�0c..N.Mon 0011 noes 1011 w1 low Itl n- oad IoM Anpin Ur1um1.4,1001/I}q)gY101O Structural Engineers w, ., r.c.on,a"0..1en1 t1wflNun Construction Inspection & Related Tests Carlson Construction Consultants, Inc. P.O. BOX 25752 - LAKE CITY STATION SEATTLE, WASHINGTON 98125 REPORT OF CONCRETE TEST SPECIMENS PHONE 12081 384.9500 19-30 75 op-96 Date Molded: 19. _.__ - Job. No. H da A Construction Company C I en t: Project: airod's Supermarket; Address: 12230 S. W. Main St. , Tigard, Oregon Contractor: - - A Const. Co. ___ Sub-Contractor: .-_ Concrete Supplier: Ross Island S9.r_d and Gravel -- - _Cast by: D. We Leach _T H'eathel Sunny Temp. high: _ 75 Temp. low: Location of Concrete Placement: _- --__ Truck well footing and south storage room footing. 3000 t 5% Strength Requirement: -- _-- PSI i' .._ 28 " 4days Slump: Cement Type: -__ I - ___- No. of socks: 6 -_-- Entrained Air Admix, Amount: -_—__ —_- Brond : _ - __-- Admix, Amount: --- _-___ Brand: Coarse agg. size: I t type: Natural _ Fine Ag Site: Bldg. Specirnen Specimen T Test,ii Register Date Date Total Area Unit Load Report No. Type I Days Number Recd. Totted Load PSI No. 1 A 6 x 12 7 7798 10-1 10-7 74000 28.2? 2620 1 1 B 7 7799 10-1 10-7 Mow 28.27 24.80 1 1 C 28 7800 10-1 10-28 28.27 1 D 28 7801 10-1 10-28 28.27 E F Remarks: acs Tigard Bldg. Dept. �— _ .�----- _ _�� ----- - — `Henry o er en;, rA-ab.- CCC - Seattle So tzt c1l Fo,m No 1 2.69 FRANK W. CARLSON Construction Inspection N Related Tests Carlson Construction Consultants, Inc. P.O. BOX 25752 - LAKE CITY STATION SEATTLE, WASHINGTON 98125 GROUT PHONE (208) 384.9500 REPORT OF O PIM TEST SPECIMENS C?-87 Date Molded: ___ , 19_ T5 ___ Job. No. William C. De Ae,uw Construction Cc Client: .._ _ _ --------- _--� _. ------- Project:_ COCO°s Restaurant- --. _ -- ---�-- - -- - Address: ---Tigard, Oregon - ------ ---- - -- - William C. DeBauw Const. Co. Sub-Can tractor: _ Contractor: �__--- ----- -- - ----_ ._ ._ Job Mix _ Cost D. W. Leach Concrete Supplier —__-�—_-� y: __._ Weather, - _Sonny- ---- -__- Temp. high: __-.-- 80 _Temp. low: ._--- _-.- Block wall 1st lift from floor elev. east wall,. Location of Concrete Placement: ^-----..-_-_------- -_..____ __ ----_-_____�__-__ ---------_-- ----.- 2000 28 Strength Requirement: _______ -- PSI (d ______ days Slump: Cement Type: No. of sacks:. -.-_- Entrained Air Admix, Amount: ..___._____—_.. Brand: Admix, Amount: _ Brand: Coarse ayp. size: - -----Type: - -..--- Fine Agg. Size: —_ - Specimen Specimen Test P Register Date Dat. Total Area Unit Load Report No. Type Days Number Reed. Tested Load PSI No. G l A 6 x 12 7 7773 9-30 1D-=6 83,000 28.27 2940 6 a 1 B 28 '1774 9-30 10-27 28.27 a 1 C 28 7775 9-30 10-27 28.27 D — E F Remarks: Parts per volumes-2 cement(_2 sand; 2 pea gravel. _ _— cat CCC - Seattle - --- --- — - - —_ _ -- W f' Form No. 1 4.69 FRANK W. CARLSON we +Is>w twr r>• s� Carlson ConstructConstruction Inspection 6r i'telared Tests Construct' Consultants , Inc. GROUT P.O. BOX 25752 — LAKE CITY STATION REPORT OF TEST SPECIMENS SEATTLE, WASHINGTON 98125 PHONE (208) 384-9500 Date Molded: 9-29C;--87 19 '? Job. No. —_ Client: Willian, C. De 13auw Construction Co, CUCU°e Ree tawrant — -- -------.— Project: ._._i ---- Address: Tigard t Oregon --------------- Contractor. — William (% De9auw Const„ Co. -- ----- -- — — - -- - - Sub-Contractor: _ Concrete Supplier: Job Mix ------- ---- -- --.v Cast by; D. W. Learh Weather. - Sunny - ------------ --- Temp. high: _ 80 Temp. low: Location of Concrete Placement: HlOck wa11 let .lift, fl.ol+l f1tt0I ciao. (islet -- -- -_ licit , ------ ----- Strength Requirement: 2000 28 ---..._------------ -- � . days Slump: Flu.. Cement Type: PSI (d _._--_----�_ -- ---- — No. of sacks: ___-____—___ Entrained Air o• Admix, Amount: _ Brand: Coarse agg. size: -Type:- ----- ____ Admix, Amount: ....Brand: ---_--- .. ---- _ Agg. Size: -- Specimen Specimen TeNo. st W Reyieter Date �. TYM Days Number Rec'd. T��f�d Total Unit Load R _ Load Akre* PSI port No. CI 1 A 6 x 12 7 7 7?:S y-30 1.0=6 83,000 8.27 2940 6 Q 1 g 28 T77q --. - — 9-30 10_2,' 135,000 28.27 4780 10 _ a 1 C 28 7759-30 10-27 130,000 28,27 4600 10 D E — F Parts per volumes Remarks: — Damani;; 2 eandi ? pea gravel. 0C: CCC - Seattle al Form No 1 2.69 ' FRANK W. CARLSON �i t1t i Construction Inspection & Related Tests Carlson Construction Consultants, Inc. P.O. BOX 25752 - LAKE CITY STATION SEATTLE, WASHINGTON 96125 MORTAR PHONE (206) 364.9500 REPORT OF &54OWF TEST SPECIMENS 9--26 — 19 55 Job. No. CP-87 Date Molded — William C. DeBauw 00;al3t. ------ Client: - COCO's Reotaurant Project:.-_ .-- Tigard, Oregon _ —— Address: William C. DeBauw Const CO- Sub-Contractor: -- Contractor: -- -- Job Mix —Cast by. —1). W. Leach Concrete Supplier: _ --- --__ -----" Sunny Temp. high: 75 Temp. low: -- Weather: . ----- Block wall N,. E. corner, let lift. Location of Concrete Placement: — --'1800 ----- -- days Slump:um I 0 2Z1 SlWorkable n cin Strength Requirement: -. --- Entrained Air No. of sacks: — Cement Type: -------- — -- _. _ _ .— —. Admix, Amount: Brand: _-___ Admix, Amount: .—._Brand: . --- --- - __.Fine Agg. Size: ------- -- — Coarse agg. size: -.—Type: — Dote Total Area Unit Load Report f Register ePSI No. Specimen Specimen Test P 0 Ree' ead. 'vested Load No. Type Date Number � � A 2 x 4 T TT70 9-29 l0-3 T,50o 3.14 23905 M 2 B 28 7771 9-29 10-24 12,000 3.14 3820 9 M 2 c 28 7772 9-29 10-24 11,500 3.14 3670 9 D E -- Remarks: - cc: (;CC Seattle -- - (h T FRANK W. CARLSON Form No 1 2.69 Carlson ConstructConsultantConstruction Inspection 9 Related Testa Construct* _ s, Inc. MORTAR P.O. BOX 25752 - LAKE CITY STATION XXXXXXXX SEATTLE, WASHINGTON 99125 REP_ORT OF CONCRETE TEST SPECIMENS PHONE 12061 354'9500 Date Molded: 9-26 75— -- 19 Cp-87 William C. DeBauw Const. Cc,. Job. No. Client: COCO's Reataurant Project:.__—. -`__ -- --------------- Tigard, Oregon — ---- Address; William C. DeBauw Const. Co. `---- Contractor: _ Job MixSub-Contractor: Concrete Supplier: —. _ D. We Leach Cost by: swuly Weather:- 75 -- - --- _- Temp, high: — Temp. low: L-Ocation of Concrete Placement: _ —_—Block wall N. E. corner�-let lift. 1800 28 Strength Requirement: WOrknklo PSI (d_ n Sn dots slump: Cement Type- —_ No. of sacks: Entrained Air __- Admix, Amount. _--,-__ Bran, � Admix, Amount: —._-Brand: _--___— Coarse agg. size: - -Type:-- --------- _._ _---_ Fine A - gg. Size: —.----- Specimen Specimen Test p Register D — --`----- __—' No. _ Type Days N mbar Date Dot. T.tol Recd. Tested Lrod Area unit Load Report M 2 A 2 x 4 7 7'T70 -- — — PSI No. __ 9-20 ].0-3 7,5ou 3,14 2390 r M 2 � _ B 28 7771 9-29 10-24 — j.14 M 2 C 28 7772 --- 9-29 10-24 3.14 D E _ — —_F --- Remarks; UO! CCC - Seattle ------ Form No. 1 2.69 FRANK W. CARL SON Construction Inspection & Related Tests Carlson Construction Consultants, Inc. MORTAR P.O. BOX 25752 — LAKE CITY STATION XXXXXX1CX SEATTLE, WASHINGTON 96125 REPORT OF CONCRETE TEST SPEC PHONE (206) 364.9500 Date Molded: . 19^ Job. No. i iam C. DeBauw Construction Cc, Client: -- — ------- - -- -COCo a Reetauran£ Project:- -- --- -... _--- --- -- ---------- --- Tigard, Oregon Address ----_—_- ---- --- -- ...--- --- -- William C. DeBauw Conet. Co. Dennie Sle.ughter Contractor: Sub-Contractor: o�Mix D. W. Leact: Concrete Supplier: Cost by: cloudy Weather. -- -_ — -- ---- Tem ` hi h: Temp. low: —--------- -- oo ing uC, f n. Floor, S� E. oorne�r, Location of Concrete Placement Strength Requirement: _ _____ __ PSI !ii' _ - -_- doys Slump: _ Cement Type: _ _ __—_ No. of sacks: ___-- ____ Entrained Air Admix, Amount: _ Brand: __—.__._._-. Admix, Amount: _._ -__ ___ Brand: Coarse agg. size:------- -_-Type - -- - - Fine Agg. Size: -- - - ---- Spoeimem ' Speeimem Test p Register Date Date Total Area Unit Load Report No. Type Days Number Ree'd. Tested Load PSI No. A _X_l —In-- -14 6,000 3.14 2540 8 — --2 1 9_0 10-14 811500 3.e4 2700 C D E F acs Tigard Bldg. Dept. Remarks: — CCC - Seattle ----__ —. �— ta1 Form No 1 2.69 _ FRANK W. CARLSON 1R 'lliffllw itw Construction Inspection & Rclated Tests Carlson Construction Consultants, Inc. P.O. BOX 25752 — LAKE CITY STATION MORTAR SEATTLE, WASHINGTON 98125 REPORT OF MQM4t TEST SPECIMENS PHONE: (206) 364-9500 Date Molded: _ 9`16 _ 19 75 Job. No. Client: William C. DeBauw Construction Co. Project:- CoCo''s Restaurant Address: Tigard, Oregon Contractor: William C. DaBauw Const. Co._ Sub-Contractor: Dennie Slaughter Concrete Supplier: Job Mix , Cast by: D. W. Leach_ Weather: Cloudy _ Temp. high: 70 Temp. low: _ Location of Concrete Placement: Block wall. from footing to fin. floor, S. E. corner, 1800 28 Wo rkat 1 e Strength Requirement: PSI p ___ days Slump: S Cement Type: No. of sacks:. _________. Entrained Air % Admix, Amount: Brand: Admix, Amount: —_ __. Brand- Coarse agg. size:.__— _ .Type _ Fine Agg. Size: Specimen Specimen Test l9 Register Dote Date Total Area Unit Load Report No. Type Days Number Reed. Tested Load PSI No. #Ml A 2 x 4 7 7709 9-17 9-23 4,500 3.14 1430 3 M 1 B 28 7710 9-17 10-14 3.14 M 1 C 28 7711 9-17 10-14 3..4 D E F Remarks: oct Tigard Bldg. Dept. CCC -- Seattle Form No. 1 2.60 FRANK W. CARLSON Construction Inspection & Related Tests (,arlson Construction Consultants, Inc. P.O. BOX 25752 — LAKE CITY STATION SEATTLE, WASHINGTON 98125 PHONE (208) 384-9500 REPORT OF CONCRETE TEST SPECIMENS 5--10 75 Job Date Molded: 19 . No. -- -- William Cy DeBauw COaer r — -- --- — - "- Client: _ CoCo'a Restaurant _ -- - — ---- - - f Project: i Tigard, Uregcr. Address: -- Wil.liam C. DeBaux Sub-Contractor: — Contractor: Lakeshore Concrete _Cast by: 1)• W. Lc+ach Concrete Supplier: Sunny Temp. high: 15 Temp. low: Weather:—_ Location of Concrete Placement: ^ootiig for stairs and s3uth ext. footing. i 2500 PSI @ ?8 days Slump:-- A" Strength Requirement: — 1 S Entrained Air '�- Cement Type: - No. of sacks: Admix, Amount: Brand Admix, Amount: Brand: Hldg.. Nai.ural. __�_ ____Fine Ayg. Size: _ _ Coarse agg. size:— Type-.--- ------ Total Unit Load Report Register Date Dat. Ateo PSI No. Specimen Specimen DaysP Recd. Tested Load _ No. Type Number 2A 6 x 12 7 7656 9-11 9--1" 56,000 26.27 1980 P. 2 B ?8 7657 9-11 10-8 981,000 23.27 3470 7 _ _ 2 C 28 1658 9.11 10_8 100,000 2827 3540 T D E --- F Remarks: ee._ '�Cc-- Seattle — FRANK W. CARLSON Form No 1 2 69 Construction :o..; Carlson Construction REPORT OF CONCRETE TEST SPECIMENS Date Molded: _ 9-10 _—_ , 19 75 Job. No. CP-87 William C. DeBauw Const. Co. Client: - CoCola Restaurant Project:, Address: Tigard, Oregon William C. DeBauw Contractor: .— _— Sub-Contractor: Lakeshore Concrete D. W. Leach Concrete Supplier: ___ _ Cast by: — Weather: Sunny Temp, high: _ 75 Temp, low: Footing for stairs and south ext. faotin Location of Concrete Placement: . � • — 2500 28 31" Strength Requirement: — _— PSI @ -- days Slump: I Cement Type: _ No. of sacks: 5 Entr,jioed Air 4_ Admix, Amount: Brand: Admix, Amount: Brand: _ 1 " Coarse agg. size:_.___--_: Type: Natural _.Fine A.gg. Size: —_ Bldg. Specimen Spec-men Test(i I Poo,Iter Dar• Dare Torol Areo Uno Load Report No. Type Days Number Rec'd. Tared Load _-- PSI _ No. 2 A 6 x 12 7 7656 —11 9-17 56,OJ0 28.2',Y 1980 2 2 B 28 7657 —11 0-8 28.27 2 C 28 7658 —11 0-8 28.2'1 E Remarks co: CCC — Seattle N� Form No. 1 2.69 FRANK W. CARLSON Construction Inspection 9 Related Tests Carlson Construction Consultants, Inc. P.O. BOX 25752 — LAKE CITY STATION SEATTLE, WASHINGTON 98125 REPORT OF CONCRETE TEST SPECIMENS PHONE (206) 364-9500 Date Molded: - , 19L_� _ Job. No. rP7-1 Client: Deiauw Cc,nat___' r� Project: COC()'s Re;St4u.var t f oz- Address: Tigg NL Ore�,",i Contractor: Will Sub-Contractor: Concrete S.)pplier: Lakf._shcir nnnrP .n Cost by: _ 1)1 W _..j,Q&Ch____ Weather: PU�My _ Tern : ` P' high: -� Temp. low: —_.------------ Location of Concrete Placement: Strength Requirement: __2500 ----- PSI 2'8__.__ days Slump:__. _-3A'____-_.-._—___ Cement Type: ___ I _ No. of sa(.ks:_ 5–----- Entrained Air Admix, Amount; oze/eke Brand: Yom_---__Admix, Amount: Brand: Coarse agg_ size: __- tt TyDe:_ _Natural _Fine Agg. Size: Spoc,mnn Specimen Test!d Register Deb Dots Total Area Unit Load Report No. Type Days Number Rec'd. Tested Lead NSI No. __'.__ A 6 x 12 1 _7630 B �28 7631 —6 10-3 72.000 28.27 2550 A f - - 1-- C 28 T632 -6 10-3 74.000 28 ,27 2620 AD E i F Remarks; OGI CCC el Form No 1 2.69 FRANK W. CARLSON Carlson Construction Col:stilt : :. . P.O. t90'c V – SEA� i'i.: . VJr•. . . REPORT OF CONCRETE TEST SPECIMENS i•Hor+t t: . .. Date Molded° –_ 9-5 __ , 191'ti Job. No. Client: William C. Dobauw Const. Co. Project: 9000 a Restaurant for Far Weet SeA,Vicea Inc. Address: _Tie–ar'd--&_Oregon Contractor: Willi e12G._, Debauw Sub-Contractor: Concrete Supplier: L kn Shore Gnnnrete Cast by: n_ w_Lc".4 Weather: Sunny , Temp. high: j5 Temp, law: Location of Concrete Placement: _ I,g_k, footing. Strength Requirement: 2500 PSI (d 2$ days Siump: Cement Type: I No. of sacks:_ ,�_— Entrained Air a Admix, Amount:3&02. ak. Brand: MD'JR Admix, Amount: ---,Brand: Coarse agg. size:— __1 " ___ _Type:- ._. Na-I.Lm l__.-__—`Fine Agg. Size: Specime" Specimen Test (+ Register Date Dot. Tocol Area Unit Load Report No. Type Day. Number Recd. T..t.d Loud PSI No. 1 _ A 6 x 12 7 7630 1.12 d9.0 170c) � I 1_—B 28 7531 9-6 10-3 261.27 1 C 28_ 7032 —)::6 10-3 28.2 D E L_____F -- Remarks: _OCT CCC – Seattlo 01 Form No. 1 I.69 FRANK W. CARLSON I ; I Citi of Tigard i INSPECTION REQUEST for INSPECTION TIME : � ���� PERMIT NO. ' ._.. DATE: i-ATE SSUED:---i OWNERS NAME : _ IADDRESS : A,z,''`-e ID0N 7 RACT0R TEST: Air LC , rv'ater 0 , visual 1 , Laboratory RESULT : Appr�vad�e, :s.��roved I _ I S'(ETCN: I 1 I - �N3 ECTOR DATE [NOTE Attach sapp.cmental !to! data here'] (fd;111'1A 4A- .1 ' CITY BUILDING PERMIT APPLICATION TIGARD DATE 7—' 15 75NO 0396 THE UNDERSIGNFD HEREBY APPLIES FOR APE RMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFIGArIONS. OWNER PHONE_..__ _ OWNER vJgy We Lasa kAocots' ADDRESSIU900 :i.U, 69th Avg, _ BUILDER PHONE _ ENGINEER - BUILDEN IINCHITECT _ DESIGNER STRUCTURE -_ INEW ❑REMODEL ❑ADDITION ❑REPAIR ❑RENEWAL --❑FIRE DAMAGE ❑DEMOLITION ❑ RESIDENCE QCOMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORTY ❑GARAGE ❑STORAGE FJSLA13 ❑FENCE ❑BOND _ ❑MOVING ❑CCONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS OCCUPANCY_._ -- LAND USE ZONE . BLDG.TYPE FIRE LONE PLAN CHECK BY { c! _HEAT uanstruct 5721 sq, ft's block buildini5 s .;c rwestsurerlL 4L ..AAL(J1.I1g tC) &pproVet? Plans on fil* — -- subject to allppruve Of 1,14stAngton County Health Dept, 4C9. LOADFLOOR LOAD coat HEIGHT5721 NO.STORIES _ AREA VALUE' BUILDING DEPARTMENT -'- — -,- SET BACKS FRONT REAR LEFT SIDE Permit v.3" iU RIGHT SIDE Plan Check THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING _.- a1�s l�j REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HIcREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS ANV IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF TH;S PERMIT DOES NOT WAIVE 1`t6State J,301 1 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVF. CURRENT CITY NUSINESS LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total 66$•b t. Approved APPLICANT OR AGENT r eceipt No. ON I Qt 1 •:.w....r,.S„LS.::;- .w,•.M.i,.;.. wL.�:`iiiti�iw4`aM1ckr.c. ,�tdviu.sirSi7�41ri.ti+fYF;oiSCt��IiW�' WS41'i�iii•.. DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE "t' g Contractor i 7 t czc ' ��_ - amu,,•,/ Permit No. -'I /S -4-75 Rough-in Fixture — y L — Final ,/ Contractor AA, Permit No. co!:;Qa �J 3� Cas or Oelzi (a cP Rough-in --- - -- �_:< .; .. �.� Final -- � 1�•�- � �— -- SEWER �� C/ Final ', �- �•1 DRIVEWAY _ -- _ Final_ — — �I� —At—,�..v _ Storm Drainage _— �� r!yw z -7-7Y- 67rcte6 t4eog .,.,ale (Rain Drain) Final_ Sidewalk /6n2rnIv S62 K TO 4vwt Curb&Street Final d4"b 4 W CIA— z4.,, 1 -7 f•76 q-41Approach fpT. FINAL TEMPORARY CERTIFICATE OCCUPANCY,' CERTIFICATE OCCUPANCY Final - -, c? , . Landscaping j' / Zoning Final PoSTtfd l3Lv� w' OC•D,I�It1 h �l /V U 1-7 G Lt _.,— •.. i •1 d i P. O. BOX 2286 • TUALATIN, OREGON 97CA2 • PHONE 638.6"1 • RUSSELL WASHBURN, CHIRF i July 10, 1975 Alpha Engineering, Inc. 1750 S.W. Skyline Blvd. , Suite rl19 Portland, Oregon 97221 Attention: Thomas L. Amberg , P•�- Dear Mr. Amberg: Upon reviewing the plan for the Coco's-Plankhousa Restaurant Complex, S.W. 69th , Tigard , we would ask that the only hydrant shown on the plans be moved to the corner of S.W. 69th and Pacific Highway and an additional hydrant be put in the complex at approximately 250' down the street near a driveway. If you have any further questions , feel free to call me. Yours truly, seph A. Greulich Fire Marhal JAG:dm cc: Jess Lohman, Metzger Water District Russ Austin, Bldg. Administrator, "igard Bldg. Dept. DEPA'RTMFNT OF COMMERCE—PLAN:i REVIEW SECTION ROOM 376,STATE OFFICE BUILDING,PORTLAND 97401 NOTICE OF PLAN; .REVIEW C � -.�S R�������� �� (THIS IS NOT A BUILDING PERA'.IT) Building l.G�[,Q Q A �/� Building 7-- -- —._�IGAM County •"^SNl �a/�l Occupancy ���� Ad i,.•„ ----- No �Q P Y �=fes.__ _ ryry�� /�� n Const. Sound Value 200ODO-!!lan Fee tU G Architect LUft0GI4a e _t New Bldg �+� Addition 1',J Alteration [] Date Received It Owner �IVwY yV• �.`'�,GRN Cc,�13tJ!"Address 5216 S TK - � �`a'•2�� • rORTAOMDate Reviewed Stories va!!-, Area � et' ��-�----- Attic �—/_�..�Fire Valls .1 Main Flr. Basement Ht. Stops V-- Fire Escapes . __ Exit' Q ft. Stain _N II! Vert. ShaftsTot..Width — Closed — ��—_— Sprinklers _ /—__- Aran Coed/_,_ ♦ verMan. Alarm �� S,p. a Ext. Closed No Yea.�l�Y/ Ht, Def. .N. ff_—/�+_ Int . Site Ext. Class No, T — Floor �G" CeilingG71 p` Roof FJJ,1 yp Wall cover �� spa Aree Cavd. Str. Members WQIDa - •Htr, ncl rm, e �� Type flue i��T� T Ext. Int. YPe Htg. System (L•. • • Fuel GAS -- The submitted plans have been reviewed for conformity with fire protection Statutes and regulations of Oregon admin- istered by this office. Items No. checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any a Ilcable regulations of local government. REMARKS: x C NBGK-_C�_GLi.IL1IL"!.�_A-1L�le�f.lgZ�--- GiLI1VG P17.QY.�G --LC$Q-,APyAyFQ._fZe_ oNJ& Lleyn - .-4-R-_••1 G E3 Q.12 i�f�M_ed-fitty.D a r t©el_sl_e�. � --- e�Wil t►D f G1-��L_�_ ---Te--� S1 SF�LL_cG L t ��pll�l�� ,� Examirlrcl by �{�/ Copies pies tol , FM+n6PUT l E3LDG.CJI�p'�y R Z�M SP•Z6US414 `1 l June 49 1975 Mr. Michael Hutchens Baum & Associates 17815 Sky Park Circle suite J 97707 Irvine, Cei] iforna Dear Mr. Hutchens: As per y ouc request I have reviewed your Preliminary yet of, plans for Moth Coco and rlalk,houae Restaurants. ecceptAble as T find that the preliminary plvne are t for the rain drains, which W )uld be sutimitteG caxcep stern as splash required to be connected to the aIk©rmperytot 81 units in blocks r,iuuild not be acceptable . the vent and horizontal waste of UrjifcrmI have R,mechanicalpared the sCode with table 4-3 (page 41) of Oregon which appears conforming as amended by the (cony enclosed for .reference) . , _ ,8 relief valve (p.It.V . ) is required by the The Code - 100'7 (b)• City of Tigard. See I;niform ��lumbing At the tune the final set of plans are submitted it would b® helPfu! if you would Make a schedule showing the total amount of units and oe8th+ �aetotal F� willassit: in raechabg a fixture for comparison more er:curate cost, fes. ified I have not 40 yet receinadttlia ,any Sarlvm jor"c�unitorl YOU proposed sewerage Agency regarding in place of ti'i.. yF,rt-ln,• wi.11 f'01rward the fee schedule aacoetnol�ayourit isawerilable 1 f-It. An est.imateo to t,h.i.e depart sere t� bar based on fixture parmi.t for both restaurentry app 52 per dwelling 5 00 unite t(3teling to 4 dwollusg�35i00 insper:tion fee for a unit equaling $2100.00 p oval total 01' �2135.0 )galunitEwouldibe anladditionali8pdwelling The fee for di units or 1420b.00. Michael Hutchens June 40 1975 page 2 please be advised that effectivO July 1, 1975 sewer connection fees will go up $25.00 for each dwelling unit. If y can be of anymore assistance please feel free to call me at 639-4171, Sincer,sly, Ruse Austin Building Official RA/fs Enc: NO. DATE CONNECTION CHARGE COMPUTATION SHEET 1. COMh1ERCT_AL, DRY INDUSTRIAL, PUBLIC STRUCTURES, CAR WASH, MANUAL CAR 4L'1SH, AUTOiSATIC LAUNDRIES, I..AUNDROMATS, ETC: A., BUILDING AREA `� H r'Pia�X \ lo, cO cJ v SQ. FT. 1500 = ? .?U B. I fYr A IRA - ACRE X 4 = — (� DU C. FI"TRE UNITS 7 FIXTURE UNITS 16 _! DU i 2. SPECIAL SERVICES: FIlavIENTARY SCHOOL S'T'UDENTS 17 = DU i0 HIGH SCHOOL & COLIEEGE � S`1'IiDENIS = � = DU CHURCHES SWATS - 25 DU HOSPITALS - GENERAL REDS = DU CONVALESCENT/REST NOME REDS - 2 DU SLFEPIAG ACCOW40DATIONS WITHOUT KITCHENS ROOMS - 2 _ DU COMMENTS: I �« ac-g 3�" �G Tc , 3C ci U 11 iA'MSS 41 n. 14 N7.a,� 4• t� BAUM and ASSOCIATES consulting mechanical engineers (Ail WILLIAM J BELLMAN*ASSOCIATE ALLAN R.CANNON •ASSOCIATE May 22 , 1975 BUILDING OFFICIAL 12420 S . W . Main St. -,,GARD Tigard , Oregon 97223 01 Ltention : Russ Austin Subject : Coco ' s & Plankhcuse Restaurants Gentlemen : Per our telephone conversation of May 21 , 1975 we are en- closing a catalogue cut of the "Salvajor" unit that we pro- pose to use in the Coco ' s & Piankhouse Restaurants , in lieu of garbage disposers . If you foresee any problems with this equipment , please notify this office as soon as possible , as time is of the essence . Also r-oclosed , please find a preliminary set of plumbing drawings on both restaurants . We mould appreciate , if at your earliest convenience , you wound check the drawings and return them to our office along with any comments you may have . ( Solf addressed , stamped en,ielope enclosed ) Very truly yours , BAUM AND ASSOCIATES �� ( .cp✓i�t✓ Michael C . Hutchens NCH/js Enclosure cc : Ed Sands , William Blurock & Partners George Steed , Far West Services , Inc . Dick Bannek , Raygal 17815 SKY PARK CIRCLE • SUITE J • IRVINE, CA 92707 • (714) 540-7622 a taliforma corporation NORTHWEST TESTING LABORATORIES 4115 N. MISSISSIPPI AVENUE PORTLAND, OREGON 97217 Laboratory Number 150902 # WEEKLY INSPECTION REPORT Job: Coco's Restaurant nate 5_22_75 -� Inspection of: Fill Inspection Address: Fabricator or E.-ector: Pacific Hwy West Way W. I.ce, Tigard, Oregon Contractor: _ Shop Field x Date 5-1to 3 9-75 _Inus ' Imported;p ace ,ani compaeuril i noon� a e over Hours minus 1/4" crusher reject at 2,5 ft below finished grade Minus 1/4" delivered jo q 9,0'0 rs Miles 20s 0/° over optimum moisture. Compaction tests were taken and results ranged from 95,8 Inspector Strachan to 100 % of maximum dry density AASHO 7-180, At 95,8 relative compaction the imoisture content was the highest at 27,4 %. A total of bib cubic yards of fill was mported. 5-20-75 ---_`—__- [)ate Wet conditions existed due to rainfall on previous evening so operations did not bcgin� Flours 6.25 hour until the afternoon. Soft areas were scoured aril recompacted with dryer material. Miles 53 m i les Most minus 1/4" fill was at least 3 % over optimum which would cause difficulty Inspector Strachan in achieving 95 % compaction. Minus 2" fill at the pit was considerably dryer so it was decided to continue importing it, 108 cubic yards of minus 1/4" crusher reject imorted, Date ow 5_21-75 Agair,, imported minus 2" crusher reject at 18" belfinished rade, Placed Hours g ed and Miles 8.5 hours compacted 8" lift and began placing final lift, 370 cubic yards of minus 2" imported, Inspector 20 miles Strachan Cate 5-22-75 Paced and graded final lift to 8" below finished grade. Minor deflection resulted Hours 5,75 hours where compacted fill at subgrade was proofrolled. Inspection of fill to underlie Miles 20 miles Coco's Restaurant completed, Inspector Strachan t)n to - — — ----- — -- -- Hours b1i les Inspector Reported to. --- -- - —_�.------�—_ cc: Way W. Lee, General Contractor NORTHWEST TESTIN(3 LABORATORIES cc: Tigard Bui..,ing, Russ Austin Poul Irish WN ! a! er w a NORTHWEST TESTING LABORATORIES 41 1 S N. MISSISSIPPI AVENUE PORTLAND. OREGON 9 7 2 1 7 NoN•OCOTRUCTIY[1191INO :1,NSTRUCTION INSP[CTION W[L OINfi C[RtI/IGAtItlN MATERIALS INSP[CTION! 60i4 T[STINO I,EMICAL ANALYSI• A[[A1'INU 61Y41CAL TESTING May 20, 1975 Way W. Lee, General Contructor 5210 SE 26th Avenue Portland, Oregon Gentlemen: Subject: Field density tests taken by our representative on May 19, 1975 on the Coco's Restaurant, Pacific Highway West, Tigard, Oregon. Report: Percent Unit Percent Field Dry Weight Compactiurl Location Depth Moibture #/cu.ft. of AASHO T-180 Center of SW Quarter 2' Below Grade -2' 27.4 97.4 95.8 Center of NW Quarter 2' Below Grade -2' 26.7 101.3 99.6 Center of Building Area 2' Below Grade -2' 2.4.7 102.9 101.2 Proctor Curve Data (AASHO T-180) Optimum Moisture 25.2 , % Maximum Density (lbs.%cu.ft. dry) ^101 .7 Respectfully, 1`IORTFIWEST TESTING LABORATORIES, INC. Pa u I Irish �'-- Report Number 15084 : t ''•�•\"•�.•ilr+1\�IAIMMP�:-,.:..xua,. 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IF THI S DOCUMENT IS LESS ' ( ' I ' ( ' � ( ' � ( � ' � � � � � ' I �� � � � � ! � ill I.� 11i III III III III III IIi III iII iII III III 111 III iII 111 I iiI III ( iIi III . iI I � I Ii4 lil ! II illllll iil ' 111 IIIIIII III IIi IIIIIII �, w. LEGIBLE THAN THIS NO I I I I l I G" I I I I I IOCTOBER1 NOTATION , I �1 2 � � � � 93 - `� _�_ __� 6 -7 _� 9 � 1 CSI _ _ 11 1.� .�.. .-��".�.. IT I S DUE TO THE QUALITY OF l_______ __� No.36 THE ORIGINAL DOCUMENT . - - -- - - _- _ F 6Z gZ Tll 9Z I Z � Z EZ Z IZ 07; 61 gI Tu, 9T Si fi� i EI Zi ii i 6 8 IL I �I Illlllllillillilllllilllllll► ► Il IIIlillllllllllllllll I IIIIII 11111I(��( illl II i iI I i I illi IIIIIII I I i iIII 1►IIi IIIIIIII Illill (Ill 114�N11 wl, VW rlr roar _ NORTHWEST TESTING LABORATORIES 4115 N. MISSISSIPPI AVETNUe PORTLAND, OREGON 9.7217 Page 1 Laboratory Number N 150790. WEEKLY INSPECTION REPORT Date 5-16-75 .lob: Coco's Restaurant � � ^A 4 � inspection of: Engineered Fill Placument _- Fabricator er Erector: Address: Pacific Hwy, and SW 69th, Tigard, Oregon Contractor: Way Lee General Contractors Shop Fkdd X Date 5-1-75 Inspection of various fill materials and subsequent a'lproval of crusher reject from Hours. 2.0 h,urs Progres.-� Quarries, 2" minus crushed and reject 1/4" minus fines from Cobb Rock. Miles 20 miles Inspector C. R. Lane Data 5-2-75 Operations at job site were cancelled due to weather and saturated ground conditions, Flours 2..0 hour- I Collected sample of material from Cobb pit to de,terminc the maximum dry density utiles 38 mile:. and optimum moisture at our lab. Inspector Strachan Excavation complete to original ground - excavation boundaries extended to allow w Hnor8.0ho fat tapering of 2" rock fill. Original ground rolled with no vibration prior to Hrnrrs 8.0 Noun "`'s 20 miles depositing fill - defleciion occur-ed in soft areas - 12" initial lift deposed on original ec Insptor ground to prevent pumping. No pumping - deflection of con)poctedbottom lift still Strachan ground with the load of a dump truck because of the underlying ground. Continued operations from Thursday. Completed depositing and—compact ng-1;3-tiom ___. Date 5-9-75 lift and br,gan depositing and compacting in 8 inch lifis upwards along slope from i'.lurs 8.0 hours lowest clevationof 323 feet. Sealed fill at end of day by compacting entire F.iiles Inspector 20 miles surface, Placed grade stakes on site - 636 r:ubic yartis of fill imported. Strachon Pat* 5-12.-75� Con�inued operat'ons - sorra wct 2 inch crushed rack imported and mixed W th dry------ 1-lotirs ry.- vFlours 8.0 hours Detemiined deflection of fill with loaded dump truck at south side of job ,:ite where N1119.4 maximum thickness is 6 feet near zero deflection resulted. 756 cubic yards Inspector 38 miles Strachan of Fill imported. Repo,red to NOWFIINFST TESTING LAHORATORIFS cc: Way Lee, General Contractor Paul Irish NORTHWEST TESTING LABORATORIES 4115 N. MISSISSIPPI AVENUE PORTLAND, OREGON 97217 - Page 2 Laboratory Number_ N 15079_0 _-_WEEKLY INSPECTION REPORT _ Date 5-16-75 _ Job: Coco's Restaurant Inspection ct: engineered Fill Placement Fabricator or Erector: Address Pacific Hwy and SW 69th, Tigard, Oregon Contractor: Nay Lee Genera) Contractors Shop Field X Date 5-13-75 !Dontinued operations from Monday 528 yards of fill imported. Procedures and results Hours 8.0 hours Noere satisfa:tory. Surface sealed at end of day. Miles 20 miles Inspector Strachan Date 5-•14-75� Same operations as Tuesday. 720 cubic yards of ill imported from Cobb pit. Some loads Hours 8.0 hours contained well-sorted minus 2 inch fill with little fines. This was mixed with minus Miles 20 miles 2 inch fill richer in fines to achieve higher compaction. Fill reached 5' below finished Inspector Strachan grade. Date 5-15-75 _ Same operations as day before. 588 curio yards of fill imported.frorn Cobb Pit. Hours 8.5 hours Bill built-up to 3.5 feet below finished grade. Miles 20 miles Inspector Strachan Date 5-16-75 Same operations continue. 660 cubic yards of fill imported. Fill built-up to 2.75 Hours 8.5 hours feet below finished grade. Claysilt underlying roadway at nw corner of fill Miles 20 miles area was cut away because of softness. This area was filled and compacted again. Inspector Strachan Date Hours Miles Inspector e Reported to. NORTHWFST TESTING LABORATr.R!FS cc: Way I.ee, General Contractor �� > Paul Irish N RRT 3I V V IS JL TESTING LABORATORIES 4115 N. MISSISSIPPI AVENUE PORTLAND. OREGON 0 7 2 1 7 NONDESTRUCTIVE TESTING CONSTRUCTION INSPECTION WELDING CER11IICATION SOIL SEATING MATERIALS INSPECTION May 15, 1975 CHEMICAL ANALYSIS ASSAYING PHYSICAL TESTING Coronado Construction Company P.O. Box 498 Mercer Island, Wn. Attention: Mr. Milt Olson Gentlemen: Subject: Field density tests taken by our representative on May 14, 1975 on the Country Kitchen Project, SW Pacific Hwy and 69th in Tigard, Oregon. Report: Percent Unit Percent Field Dry Wgt. Compaction Location Depth Moisture #'/cu.ft. of AASHO T-99 25' W of NE Building 99.1 98.8 Corner at Grade - 18.5 SE Corner at Grade - 20.6 95.5 95.2 Center of SW Quarter 96.8 96.5 at Grade - 20.4 Center of NW Quarter - 15.9 101 .7 101 .4 at Grade Proctor Curve Data (AASHO T-99) Optimum Moisture 22.5 %C) Maximum Density (lbs./cu.ft. dry) _ 100.3 Respectfully, Nga"I EST TESTING LABORATORIES, INC. Paul Irish Report Number 150653 NORTHWEST H WEST 'TESr.TING LABORATORIES 41 15 N. MISSISSIPPI AVENUE CCINSTRUC TION PORTLAND. OREGON 87217 INSPECTION NON•D[[TRUCTIV[T[[TINO MAT RIALS INS/l.CIION M15 1975 WELDING C[RTIIICATION C I1 F M ICAL ANALYSIS May , SOIL T",INO ►II YSICAL TESTING A[[AYINO -- Coronado Construction Company P.O. Box 498 Mercer Island, Wn. Attention: Mr. Milt Olson Gentlemen: Subject: Field density tests taken by our representative on May 13, 1975 on the Country Kitchen Poject, SW Pacific Hwy and 69th in Tigard, Oregon. Report. Percent Unit Percent Field Dry Wot. Compaction Location Depth Moisture I/cu.ft. of AASHO T-99 Center of NW Quarter 10" Below Grade -1011 21.4 100.8 100.5 Center of Wast Quarter 12" Below Grade -1211 19.9 101.9 101.6 SE Corner 15" Below Grade -1511 21.1 101.9 101 .6 Proctor Curve Data (AASHO T-99) Optimum Moisture 22.5 , % Maximum Den-,ity (lbs./cu.ft. dry) 100.3 Respectfully, NORTH- -ST TESTING LABORATORIES, INC. Paul Irish Report Number 150652 ME WWAfly nw_ nll � .,i NORTHWEST TESTENG LABORATORIES ES 41 15 N. MISSISSIPPI AVENUE PORTLAND. OREGON 57217 NON•D[fTRUCTIV[TENTING CONSTRUCTION INSPECTION W[LOINO C[RTI FICMIOtt MAiER1ALS INSPECTION May 13 1975 CHEMICAL ANALYSIS ROIs.TESTING , Aff AMINO PHYSICAL TESTING Coronado Construction Company P.O. Box 498 Mercer Island, Wn. Attention: Mr.Milt Olson Gentlemen: Subject: Field density tests taken by our representative on May 12, 1975 on the Country Kitchen Project, SW Pacific Hwy and 69th in Tigard, Oregon. Report: Percent Unit Percent Field Dry Wgt. Compaction Location Depth Moisture I/cu.ft. of AASHO 1+99 Center of NW Quarter 12" Below Grade -1211 19.5 101 .3 101.0 Center of NE Quarter 12" Below Grade -1211 20.9 99.9 99.6 Center of SE Quarter 18" Below Grade -18" 21.9 100.1 99.8 Center of SW Quarter 18" Below Grade -•1811 19.4 96.7 96.4 Proctor Curve Data (AASHO T-99) Optimum Moisture 22.5__, 9% Maximum Density (Ibs. cu.ft. dry) 100.3 Respectfully, NORIHWESf TESTING LABORATORIES, INC. Paul Irish Report Number 150566 y _> J NORTHWEST TESTING iLABORATORHS 4115 N. MISSISSIPPI AVENUE PORTLAND. OREGON 07217 CONSTRUCTION INSr[CTIOIt NON•d[STRUCTIV[T[ST1NH MATE RIALS INSPECTION WELDING CFNTI•ICATIOM CHEMICAL ANALYSIS SOIL TESTING PH r41CAL TESTING May 12, 1975 ASSAYING Coronodo Construction Co. P.O. Box 498 Mercer Island, Wn. Attention: Mr. Milt Olson Gentlemen: Subject: Field density tests taker, by our representative on the Country Kitchen Project, SW Pacific Hwy and 69th in Tigard, Oregon. Report Percent Unit Percent Field Dry Wgt. Compaction Location Depth Moisture M/cu.ft, of AASHO T-99 30' Wx15' Nof NW Comer Shackeys (Cut) at Grade 30.0 93.3 93.0 21' Sx12" EofNW Corner, Shackeys (Fill) at Grade 21.6 100. 1 99.8 12' W x 30' S of NE Corner, Shackeys (Cut) at Grodw 23.5 100.8 100.5 33' W x 1' 5 of SE 4 Corner, Shackeys (Fill) at Grade 19.3 97.6 97.3 Proctor Curve Data (AASHO_T-99) Optimum Moisture 22.5 , % Maxirnum Density (Ibs./c—u, ft, dry) 100.3 Respectfully, ittCtitiwE_ST TESTING LABORATORIES, INC. Paul Irish Report Number 150559 w .-, I -01 oar 011111 CITY OF 7N0 0262 BUILDING PERMIT APPLICATION TIGARD DATE._ 19 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FORTH, WORK HEREIN INDICATED OWNER PHONE_ -- OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. 69th b VYo11'1t« HUY, BUILDER PHONE Q_NER _ ADDRESS - ENGINEER "'''k- — DESIGNER 1Rill LDER r�-I STRUCTURE ❑NEW - C3REVIODEL [--]ADDITION ___❑REPAIR _ ❑RENEWAL UFIRE DAMAGE r ❑DEMOLITIGN C1 RESIDENCE [:]COMM .JCOMM EDUCATIONA_L_❑GOV'T ❑RELIGIOUS❑PATIO []CAR PORT ❑GARAGE C1O STORAGE SLAB ❑FENCE ❑BOND ❑MOVING: VLJCONDITIUNAI.USE ❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS OCCUPANCY —LAND USE ZONE _—_BLDG. TYPE _FIRE ZONE_ PLAN CHECK BY___-_..— HEAT—, Fill r;tar:rtl r r ,i t;:..i(� Gu y.urct% -- QCC. LOAD ___FLOOR LOA.)_— HEIGHT NO,STORIES — AREA -^_\iAL.UE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 0110 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES, THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE -- RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS 1'O HAVE CURRENT CITY BUSINESS I%State LICENSF. SEPARATE PERMITS REOUIRED FOR SEWFR, PLUMBING AND HEATING. Total ---- . .+a'� ry,�( .._� ✓..y{ By APPLICANT Ott AGENT --J Approved Rf ceipt No DATE iW. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit Permit No. Rough-in Fixture Final HEATING Contractor Permit No. Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage I (Rain Drain) Final p -- i Sidewalk _ Curb&Street Final BLDG DEPT. FINAL TEMPORARY CERTIFICATE OCC77MI CERTIFICATE OCCUPANCY uWY-7r�'Mar•*^,.v,+w;xr...,twr� CITY OP 4-27 75 N° 0247 BUILDING PERMIT APPLICATION TIGARD DATE____ 19 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS, OWNER PHONE -- Jay Lee Gen. Conte 292-'.+ 7i OWNER ADDRESS BUILUER PHONE Alpha X11 ENGINEER BUILDERP a ARCHITECT DESIGNER (3 DEMOLITION ❑NEW ❑REMODEL ❑AUDITION C1 REPAIR ❑RENEWAL ❑FIRE DAMAGE L.�DEMOL.ITION ❑ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑REL.IGIOUS❑PAT'10 ❑CARPORT ❑GARAGE ❑STORAGE❑SLAB [:]FENCE MOND ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED � LJSIGNI OCCUPANCY-------LAND USE ZONE BLDG.TYPE_ FIRE ZONE_ PLAN CHECK BY HEAT_____,_____ [.xcavate area for now restaurant - fill area with material � approved by northwest testing lab. approximately 300 cu yde. OCC. LOAD FLOOR LOAD HEIGHT NO.STORIES AREA VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit -- MIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUR DING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1%State LICENSE SEPARATE PERMITS REGUIRED FOR SEWER, PLUMBING AND HEATING Total • By r a ---- APPL I ANI nI7 Ar.f rjI --- ---� Approved Receipt NG ADDRESS � NON w DATE INSP, TYPE INSPECTION` REMARKS PLUMBING DATE _ Contractor Permit No. Rough-in Fixture Final _ HEATING _ Contractor Permit No. Gas or Oil Rough-in _ Final SEWER _ Final DRIVEWAY Final Storm Drainage �+ IRain Drain) Final Sidewalk Curb&Street Final A roach_ BLDG.DEPT, FINAL. TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE GCCUPANCY Findl — Landscaping Zoning Final Way Lee General Contractor, Inc soils and Foundation Investigation Proposed Coco and Plank House Restaurants Tigard, Oregon �i I 4115 N. Mississipp', Ave. - po,tland,Oregon 97217 288.7086 r a 1 1 is N. MISS ISSIPPI AVENUE PORTLAND, OREGON 97217 O'15 TNUC TION INSPECTION NON•OEBTRUCTIVE TESTING MArt:uIALG INSPECTION WELDING CERTIRICATI ON CnFNIGAI_ ltl April 4, 1975 6O1 ASSA'+INO pNV 11c AL TE3TINE3TINU Way Lee General Confractot , Inc. 5210 S.E.016th Avenue Portland, Oregon l { Attention: Mr. Way Lee j Re: Soils and Foundation Investigation Proposed Coco and Plank Nouse Restaurants Tigard, Oregon Gentlemen: At your request we have conducted a soils 4nd foundation investigation at the site of the proposed restaurants to be located in Northeast Tigard, Gregon. We present herewith a report of our findings, conclusion; and recommendations 51tU Descri tion The Way Lee Subdivision is divided, for simplicity, into three portions as shown in Fig. 1 . site 1 will include the propused restaurants; Site 2 and Site 3 will be developed latter with building types and locations to bu determined at that time. Site 1 is covered in the present report; Sites 2. and 3 will be the subject of a second report. 5*,1•e 1 is located directly south of the intersection of Pacific Highway west and S.W. 6901 Avenue. Generally, the property slopes gently to the SOLIth with a total relief of 56 Ft. Relief wiI-Ino the Coco's building circa is 16 ft; rolie` within the Plank Holise building area is 7 ft. V. .orth end of the site Is covered with grass and scattered with 1 to 8-in. diameter maple ii. Tha northeast corner of the site, that area including the rn)rth end of the Coco's rr.stau cint, has 6z!-!ti filled with soil and graded to producF on abrupt 6 to 8 ft embankment as seen in Figs. 2 and 3. The west property boundry is aordhred by a row of 11 locust and 12 spruce trer�s . The - 2 - Way Lee General Contractor, Inc. Soils and Foundation Investigation south property boundry is bordered by a row of approximately 75 cedar trees. The central area of Site 1 is covered with mounds of surface fill consisting of rock, concrete and soil . Subsurface Exploration Power auger borings to depths ranging from 11 .5 to 21 .5 ft were made at eight locations as shown on Fig. 1 . Samples were taken with Standard Penetration Tests at 2.5 ft intervals to j 15 ft and at 5 ft intervals thereafter. The Standard Penetration Test is performed by driving a 2-in. O.D. split-spoon sampler into the undisturbed formation at the bottom of the boring with repeated blows of a 140-Ib pin-guided hammer falling 30-in. The number of blows required to drive the sampler a gi„en distance is a measure of the soil consistency. Samples were identified in the field, placed in sealed containers and transported to the laboratory for further classification and testing. Geology and Soils Aside from the upper layer of fill in the northeast corner of the property, Site 1 is underlain by two major soil formations. These include (1) the Willamette silts which consist of moderately firm, brown silt and (2) poorly indurated firm to hard weathered, yellow-brown silt of the Trout- dale formation. Soil units penetrated in borings are described briefly as follows: 1 , A unit of fill located in the northeast corner of the property. It consists of moderately firm, brown silt to a depth of 5 to 7 ft. " 2.. A unit of moderately firm, brown silt ranging in thickness from 2,5 ft to 12 ft. 3 Way Lee General Contractor, Inc. Soils and Foundation Investigation 3. The lowt:rmost unit consists of moderately firm to hard, grainy, friable, weathered, yellow-brown to multi- colored silt. All borings bottomed in this unit. Logs of borings have been combined with topographic informcition to corutruct four geologic sections through the site; these appear in Figs. 2, 3, 4 and 5. Groundwater Groundwater was encountered in six of the eight borings at depths of 7 to 12.5 ft below ,ground level , Groundwater appears to exist only in the pervious and semi-pervious silts obov the Troutdale formaticn, l Proposed Development Plans We understand the site is to be developed for two single story restaurant buildings, I•lie easterly one to have a floor at Elay. 340, the westerly, Elev. 31.5. Conclusions and Recommendations On the basis of our investigations we draw the following principal conclusions: 1 . The site is underlain to depths of b to 12 ft by silts of of low to moderate compressibility. 2. The fill which has been dumped along the high around at the northeast corner of the site cannot be used For support of permanent structures. It should be removed from building areas and disposed of; it could be used in regrading on non-building areas, weather permitting. _ 4 Way lc e General Contractor, Inc. Soils and Foundation Investigation 3. Two principal schemes appear worthy of consideration. These are 0) transfer of al building loads to I•he firm residual silt which underlies the upper (Willamette) silt by means of piers or (2) preparation of the site to remove all uncompacted fill and debris, follow-ad by placement of a structural fill on which the buildings can be founded, using spread footings at shallow depth beneath finished grade. Inasmuch as the first of these schemes would entail cr structural floor, while the second would not, the fill-supported foundation scheme would have a decided advantage in cost. 4. Bearirg pressures of 3000 psF may be used for spread footings in compacted fill or in the upp..�,r gilt. The firm residual silt or the underlying heavily weathered bedrock may be loaded to 6000 psF. Structural fill should be constructed from select free-draining granular pit-run gravelly sand or sandy gravel, spread in uniform lifts riot exceeding 8-in. in loose thickness. Each lift di-,uld be thoroughly compacted by repeated coverages of routed hauling equipment. The degree ,r ( o ip-_icl ion sought is 95 per cent of maximum density as obtained by the AASHO T-180 com- ;c.l ion test. M, shall be pleased to assist in resolving unforeseen difficulties at the time of construction and in con-,1-ruction control . - 5 - Lue General Contractor, Inc. Soils and Foundation Investigation a Report Number 149276 ''— � Lane, MonaCw �,+irsries � . y i -t Neil H. TWelker C-C-)C' Z 349.x.. r NN el 4 ` r ; ,E �V I � I , r 5, B-r3 GoC\.ANKI�GV'`-�E. e _ D w I l9p.Z ��,N � S soak" � y x ; SJ w � �(��p^ �1,., Mal*f '41♦+.: ,: 1 r� r � � J n I � � a . oz Icr� S , �.. ..�._. il . , ESC R.1tJC- " 2 EL,3+4 I r F-- LL L 4- -75 Mocl.�1rw� U Co - -7 - e;. 77 I I 145 ggra�Vey rel kow- yreaA 11c�►vily Z- 24 - 2 2.1.E L �— 0 —�F_AV 1 LY �JtiI E---A--7 E4 E_ ♦ C►ro�.�rd S t e I \ �►rv� 1arbCrl. �gaec.�. j ; �- " � t 1'w 1� v word►+. 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