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10065 SW CASCADE AVENUE-1 _w V1 u� fi + 1 1 10065 SW CASCADE AVENUE f" 20565 S.W. Blanton St. P.O. Box Y •�roc� Aloha,Oregon 97006 5031649.8577 January 2�, 1982 Mr. i.d Walden Tigard Building Department 12420 S. W. Main Street Iiyar'J, Oreyun 97223 Dear Mr. Walden: Re: Toys "R" Us 10065 S. W. Cascade Boulevard Our fire alarm center has informed us that the supervisory system for the automatic sprinkler protection installed within thi , occupancy has now been connected to our central fire alarm and dispatch center as prescribed in item no. 7 of our Plans Examination Report No. 1379 and Section 3802 of the Uniform 301ding Code. Accordingly, this office has no further objections to the issuan..e of a Certificate of Occupancy to replace the temporary occupancy approval" issued on October 15, 1981 . That is, this occupancy is in substantial compliance with rently applicable fire safety regulation-,. Very y your, , ISA TO COUNTY FIRE IS .ICT 0. 1 Wi , urn odge Plans Examiner jcc xc: Paul Huber R. G. Deutsch Inspector Dalby Fire�-reventlon does not cost it pays � p •I•'1 ,..•.w.'-�� =r �,y s ✓� r^�.I. r n •.wwyy- � r,rrr�C.+r�l ^y�4•t�"''ns'y/'py,�,yL�E�S�'. �� •(ti'[ r *«'1?¢a1�Rh�+h s'y�dsha •� r) + y ,!'' ~ '"1 i -N�rt•'i!�S�yy��Ir,,,,,3,��L,�'rA�t4 ',t�, .1 w�7s 17��1 to,q u 1 +�k fwt 11 `'}jyy+1•�.i " .err. Yhll NO 9rIAR0NMAsMniM�1 � bA; 3,tl11M"•' 7 1 J »�gg M»rt "+I!II► �'l� S•i� �I ;r , :i.4,ty� ,,rf �,,sh o �; � ;.,�-�n'� r,�(n .•)'�, Win; ��;,�� .�(n> �� t.�;' �� 3° It r snf � II i t �I'14 i t t{ }}}} T Z , ,iJ,»�� CJ la � .fir 0 `. �'�"�1�•�1 ;• atl" co O r O W jr + I� h r o � / r N N H m En Cd a. �y 'j'' v• ,, r 00 a. . .; , +4ti''• �•• tn ch •M tt t-T t' i4'_C +II til u U j ✓ O uj p U ( Q Of `i ifs th r'Ij h.x�•_.�`r ) ro 13' V ro /1 •rl icy _ ` ` .',h� cn p ,W >1 mayE- Ln N CJ r• \ QI'1 }yp �\\ r •ps.4v �A t10.,I�. O Al J/ %i its' '•a� /� •. - �.,— - w,w-i-�_",-�-,. - 'u,.:at,•rr-,r�ia:--,i t y. -��t (�� r, Yl �,�a}il�tta.-.\�'��j`r •�!�� ,�1�:.i' ,..'s�'.:GIJ�'' 1�� ,V " -tll�Y•4 �e„��D(1`��r' ?hr��\%' ! �`4�..'�r�rui�'�1-'FT.�"R►�'S:'�.j::�t NIS►.•,;�rsr��r;�Q�W t” 'r��t�� 14,�t�, 'M,��/ ryu � l�,,r ,I��;I w� � �t��lt ''•A• \'-�3:fr 7: \ rd, .� ,"i: i •�•"qti �• -:�y r. Y....1E�' ��L yu t+•yL'�� ,•.• 'a�X�IF m"�'t?y�� •r.». �+ �!� w�•.�' ��,t�f \`'� "'�tWF ,p�'f{�' "1.�!1' ��./ Il�.'�!TrA �r '.> +� '.A7.!1H" ..�il�, +'�D". " +� ,}- , '�"6: y�„t • ,�( C �9•M•r c .X-'i44 � d' .�'c� <W�ii�'GR4•i �Y��A Mips �lr�.,.:�y�Syy "'4.P ."�'� � Vf�q•�•�►� �t•"^�W�,1 MAIL -'AiSi:� ICL CENTER 'dli:)Li fOWN , VA. 22645 CIE 1 -016999J288002 10/15/8i TWX CASSIS STL PTLA PIS ED WALDEN PHONE: 503-639-4171 our CITY OF TI3ARD 12420 S.W . MAIN t TIGARD , OREGON 97223 RE: TOYS "R~ US , INC . It 1R. WALDEN , r PER OUR TELEPHONE DISCUSSION TODAY WE A3REE 'To PURSUE A RESOLUTION TO THE sroTh DRAINA3E PROBLEM DUE TO INSUFFICIENT DRAINAGE WEST OF OUR PROPERTY IN THE RAILROAD RIjHT-OF-4AY . i WE WILL ATTEMPT TO OBTAIN RI3HT-OF-E:V[RY ONTO IHE: RAILROAD PROPERTY , EXCAVATE AND REDEFINE IHE EXISTING DITCH TO SUCH EXTENT THAT STORM WATER FLOWS TO THE SOUTH . WE WILL ATTEMPT TO ACCOMPLISH [HIS WUHK WITHIN 90 JAYS FROM THE DA[E ON THIS IELEGRAM PENDING SUCH iiIGHT OF ENTRY IS GRANTED FROM SOUTHERN PACIFIC RAILROAD. WE WILL ALSO P031 A 9OND IN THE AMOUNT OF : 3, 000 DOLLARS WITH THE CITY OF TIGARD TO ENSURE THIS 'WORK IS ACCOAPLISHED . SINCE THE STORM DRAINAGE PROBLEM AT ISSUE 13 PRIMARILY JUE TO STORM WATER EAST AND NORTH OF OUR SITE AND IN VIEW OF THE FACT THAT OUR CLIENT, TOYS ~RN US, INC. , HAS ALREADY e.XPENDEJ 1100000 IN LININJ AN EXISTINI DITCH TO THE SOUTH OF THEIR PRoPirRfY , WE ASK YOUR ASSISTANCE IN OBTAINING COUPERATIUN FROM SOUIHE.RN PACIFIC RAILROAD. '— PATRICK L. lOORE 14X 910-760-1472 QCs P. LASALA H . R. SA,VuERCGCK l ; 12 E I T a ( ina N TO REPLY BY MAILGRAM, SEE REVERSE SIDE FOR WESTERN UNION'S TOLL FREE PHONE NUMBERS CIT TI 4m) onj ;w___ loo ---_.. - ]AA b W NMIN r d enM fJ77/ igAlD,OWION"M Ml!161111 ---------� z_ FIRE PREVENTION BUREAU I OFFICE OF FIRE MARSHAL N-0 05718 INSPECTION NOTICE y OWNER - I- -A DATE_ '` OCCUPANT. OCCUPANCY LOCATION ;A111 You TENITION 19 CALLED TO TH FOLLOWING FIRE SAr.E,ry DEFICIENCIES: e, (9 neAvc r/ v o -271 e FAILURE TO CORRECT THE ABOVE CONDITIONS WITHilRESULT �AyS WILL MA YOU .IAA PROSECUT — ULD F P" F 1 4 SH RESULT FROM SUCH CONDITIONS YOU LI MAY BE LIABL OR DAMAGES T N 0 PFRTY N R 0 is ORS 479 190 ol WASHINGTON COUNTY FIRE DISTRICT#1 FIRE MgRSHAL 20665 S.W. BLANTON STREET P.O. BOX Y ALOHA,OREGON 97006 649-8577 PRESENTED TOZ�-�, FORM 900 40 k, It OgI 20665 S W. Blanton St, P.O. Box Y 7 cArco$ Aloha, Oregon 97000 � , A9Fd��T, �o 503/649.8577 TO: OCCUPANCY FILE FROM: WILBURN DODGE SUBJECT: TOYS-R-US 10065 S. W. CASCADE BOULEVARD DATE: OCT013ER 14, 1981 At approximately 10:45 a.m. on Octoher 13, 1981 , the automatic sprinkler Protection which has been installed in this building was tested with respect to water supplies and alarm initiation time lag. lhis test revealed the following information: - Static pressure prior to initiation of test 107 psig - Residual pressure at midpoint of test 95 psig -- Calculated volume of flow at midpoint of test 930 gpm - Resolved static pressure upon completion of test 105 psig Water flow through the inspector's test on the opposite end of the system resulted in an audible alarm in approximately 90 seconds after opening the inspector's test valve. This automatic sprinkler system is required to be fully and electrically supervised and the supervision must terminate in an approved central station or in the fire alarm center of Washington County Fire District No. 1 . At the time of inspection the wall indicator valve was found to be unsupervised and alarm signals terminated in a telephone answering station. Neither is accep- table. The builder was issued Inspection Notice No. 05709 which list d these two conditions as deficiencies. The inspection notice requires that ey be corrected prior to opening the occupancy for bmIGii ess. xc: Paul Huber R. G. Deutsch t----Ed Walden Kenneth R. Pearson Fire prevention does not cost it pays � � a M, ISTM111 111ITPUBTIOR 1IMP101 October. 16, 1981 City of Tigard Building Department 12420 Main, Street Tigard, Oregon 97223 RE: Toys-R--Us Landscaping Bond hTTN: Ed Walden Ed: Attached is a bond for the unfinished portion of the landscaping and irrigation at the Toys-R-Us store located at 10065 S.W. Cascade Blvd. The landscaping shall be completed by October 30, 1981. Sincerely, WESTWOOD CONSTRUCTION CO. �wl "Sandy" Sandercock Project Manager HS/bw encl. 8001 S.E. ,;ohnson Creek Blvd. Portland, Oregon 97206 E03/777-1471 FIRE PREVENTION BUREAU16718 OFFICE OF FIRE_ MARSHAL 1 INSPECTION NOTICE OWNER ' DATE, OCCUPANT, I �a OCCUPANCY �' r LOCATION T YOUIR ATTENTION IS CALLED TO THE FOLLOWING FIRE SAFETY OEFICIENCIES1 -�=•— __. � ,C r•+I FA'.LURE TO CORRECT TF!F. ABOVE CONOIT-715 Nn THIN _r.+AY5 WILL MAK YOU LIABXlf 40 PROSECUTI SH4 ULO vFhE RESJL1" FROM SUCH CONO,TIONS YOU MAY BE LIABLE FOR DAMAGES TO pERSON4 O ��V�ItOR ER TY UN/{`/1 R' o: I IONA OF OR9 479 140 I!• fj}��/ / { ^ (i .� FI 'ARSHAL WASHINGTON COUNTY FRSE DISTRICT#1REIM _ 20665 S.W. BLANTON STREET P.Q. BOX Y � ( ALOHA,OREGON 97006 649.6677 PnrSENTE'D TO F'1RM 400 IO FIRE PREVENTION BUREAU 1 OFFICE OF FIRE MARSHAL ! +' ��1 C1 INSPECTION NOTICE\ �r OWNER. DATE OCCUPANT I� � OCCUPANCY" LOCATION YOUR ATTENTION 19 CALLED TO TME FOLLOWING FIRE SAFETY DEFICIENC SI 1 1 r� ` .01 C �. 147 i t r . 4 L RESULT FAILURE TO CORq Ef. THE ABOV[ CONDITION! WITHIN OAVSWILL MAKE V01 LI�'15) T PPOSEC UTION Ha'4LD FIRE FROM SUCH CONDITION! YOU MAY BE LIABLE FOR DAMAGES'0. TQ,P[ 'O9! " OR!47190 ERS S C ATY UNDER f'ROVIsl,o, b" t WASHINGTON COUNTY FIRE DISTRICT 01 20885 S.W. BLANTON STREET P.O. BOX Y FIRE ARSHAL ALOHA,OREGON 97008 849.8577 PRESENTED T FORM 900 - 40 1 FIRi: PREVENTICN BUREAU OFFICE OF FIRE MARSHAL,.�e �^. �, -SJ i INSPECTION NOTICE COU OW N E R—_--- _ _— -- — ---— —�DATE - -- OCCUPANT _�_.—__ —OrCUPANCY— — LOCATION YOUR ATTENTION I! ALLIED TO THE FOLLOWING FIRE SAFETY DEFICIENCIES; ' ..' i _ 1 � 1 C FAILURE TO CORRECT THE ABOVE CONDITIONS Will THINDAYS WILL MAKE.'V LrLI 70 PROSE 110 SHOULD FIRE RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMP GES r0/,v/Eb PERTY uNDER f'rtc. ISIOMs OF zx' I OR-11 479 100 Bif " 1•__ WASHINGTON COUNTY FIRE DISTRICT#1 T ia� MARSHAL 20665 S.W. BLANTON STREET P.O. BOXY PRESENTED TOS.TOS.' ALOHA,OREGON 97006 649.8577 FORM 40 - 40 FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 0 4 2 1 5 INSPECTION NOTICE OWNER 1 ! s n --DATE OCCUPANT OCCUPANCY d Cy G( LOCATION �I(`'t:(�'=") c� �(� �L�� C ..r�rr 1.�. /v, YOUR ATTENTION 13 CALLED TO TME FOLLOWING FIRE SAFETY DEF'ICIENclKSl r FAII URE TO CORRECT THE ABOVE CONDITIONS WITHIN GAYS WILI, MAKE YOU LIABLE T6 PROfteIIF DN, SHOJLD FJA7 RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMAGES TO. CERSON!r OR "ORERTY UN ER PIiOV IO F ORS 479 100 ' WASHINGTON COUNTY FIRE DISTRPCT M1 FIRE MARSHAL , 20665 S.W. BLANTON STREET P.O. BOX Y ALOHA,OREGON 97006 649.8577 PRESENTED TO FnRM 900-40 . . y��G7lll►►c�G 20665 S.W. Blanton St. 4 lu P.U. Box Y � OR[ Aloha, Oreyon 97006 /�Fd�$T. ^ 50'3/649-8577 September 2, 1981 Mr. Kenneth R. Pearson Firestop Company 9384 S. W. Tigard Avenue Tigard, Oregon 9722.3 Dear Mr. Pearson: Re: Toys "R" Us 10065 S. W. Cascade Boulevard The revised plans for the installation of automatic sprinkler protection within this building which accompanied your letter of transmittal dated August 27, 1981 , have been examined with reference to currently applicable standards of this jurisdiction relating to the same subject matter. The plans are hereby approved subject to the following comments and stipulations. In the first instance, a 2-inch main drain with pressure gauge must be provided on the main riser, assembly. This main drain must be piped to the outside and spill in such a manner as to preclude causing water damage either to the building or the surrounding landscaping during the conduct of full flow water supply tests through the drain at standard operating pressures. Also, it should be noted that the automatic sprinkler system must be fully and electrically supervised which would include all control valves and water flow alarm equipment. This supervision must terminate at the Fire Alarm Center of Washington County Fire District No. 1 or an approved central station such as American District Telegraph. We trust this letter will assist in clearing the way for the further develop- m the project. Please let us know if we can be of service in any other way. Ver truly yours, ShING COUNTY FIP I NO. 1 W 1 wrn uifye Plans Examiner jcc xc: Paul Huber R. G. Deutsch --Sd Walden Inspector Jeffries Fire prevention does not cost it pays i I 1 I T , 4..- ,..... BUILDING PERMIT APPLICATION TIGARD DATE---_. a 1,27 -,19-_p1 3883 THE UNDERSIGNED HE!- CBY APPLIES F"R A PERMfI FOP THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE ta': LOT NOX 5`L 11• -- OWNER . u.. JOBADDRESS 10065 9T'-' Cal?Caft BlVd, ARCHITECT ENGINEER BUILDER !•`irestop Co. ADDRESS Q284 SW Tianni AV(-. DESIGNER STRUCTURE_ ❑ NEW ❑ REMODEL L-};.ADDITION ❑ REPAIR ❑ RENEWAL D FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 0 COMM D EDUCATIONAL D GOVT ❑ RELIGIOUS P PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLABU FENCE I OCCUPANCY _ -2 LAND USE ZONE _, r"-BLDG.TYPE 5'1 FIRE ZONE"' _PLAN CHECK BY KWh HEAT ` 11 a utomaat-c fizf, sprinkler nystorrper plans and '-'FPA 11 =-- --------r prmtaj by Fire District 01. SEWER PERMIT q ---- ----- - - —- — OCC.LOAD FLOOP LOAD HEIGHT 29 NO.STORIES I AREA44 v 25f,'l NO.BEDROOMS -^ VALUE_ BUILDING DEPARTMENT-- SET BACKS FRONT ., F'J,""EAR LEFT SIDE — RIGHT SIDE T Permit .`i'92,00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING t.3. 3C,.HQ REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total 12• •A Al RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax ;13"' Toter . SDC- -- PDCM APPLICANT OR AGENT By — Receipt No. ? { Approved ADDRESS — PHONE _DATE INSP. TYPE INSPECTION REMARKS II PLUMBING DATE Contractor ---- ,� -- ----- 1 Permit No. - --r--- �O•'�•�' - /--- �s — Rough-in — ----- �A , J �b•�.� It ' .7 —_— Fixture _ —_— Final #Permit HEATING No. — — Gas or Oil - li Rough-in ---- ---- Final SEWER -- Final DRIVEWAY— --- Final ---- Storm Drainer ---- (Rein Drain)Final Sidewalk ' Curt&Street Final Approach BLDG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIF'CATE OCCUPANCY Final —^— — I-anrtrcaping Zoning Final BUILDING PERMIT APPLICATION TIGARD DATE—RL ?7 19 of THF UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCONIPANYING PLANS AND SPECIFICATIONS. OVVNEP P ONE �• eP �b U5 JOBADDRESS tQQ&3' S&) C"CV00f, 864ho-Tait LOT NO. --� ARCHITECT Q ENGINEER BUILDEZ R'i vf�• ADDRESS? -94_W7 DES113NER STRUCTURE ( NEW ❑ REMODEL ❑ ADDITION ;❑ REPAIR Cl RENEWAL. — ❑ FIRE DAMAGE _❑ DEM.01.1 i ION ❑ RESIDENCE COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS E) PATIO ❑ CAR Pon r ❑ GARAGE C STORAGE ❑ SLAB❑ FENCE Cn,GvPANCY LAND USE ZONE C_' _BLDG.TYPE _ AFIRE ZONE-=—PLAN CHECK BY HEAT SE'WERPERMIT# __ 4 OCC.LOAD �/& FLOOR LOAD HEIGHT Z! -�NO.STORIES_/ ____ ARE0,4ft NO.BEDROOMS - VAL LIA000 GUILDING DEPARTMENT SET BACKS FRONT ,REAR LEFT SICE RIGHT SIDE P�rmit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CGDE,7OW-43 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE PI C,gckk 1 _ WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE -- �• Qb WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE (S RESTRICTIVE COVENANTS. CONTRACTOR AND SUS CONTRACTORS TO HAVE CURP-NT CITY 6L1SI,irSS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. �,:ato Tax • 3.G SDC— Total _ CN �APFFIJCANf OR AGENT '- Y _ — Peceipt No. Approved ADDRESS PHONE or z EWER CONNECTION S EWER INSPECTION S EWER SURCHARGE $^ . 1.:�r,tc • TON ~ 20665 S.W.Blanton St. )� P.O.Box Y �In Aloha,Orepon 97006 5031649•8577 July 10, 1981 Mr. Kenneth R. Pearson Firestop Company 9384 S. W. Tigard Avenue Tigard, Oregon 97223 Dear Mr. Pearson: Re: Toys-R-Us 10065 S. W. Cascade Bo,.levard The shop drawings and hydraulic calculations covering the installation of automatic sprinkler protection within this occupancy which accompanied your letter of July 3, 1981 , were received in this office on July 6 and have been examined. Insofar as the layout of the sprinklers, piping, etc. in the roof space is concerned, there are no objections. However, the system which is shown on your drawings will not provide complete sprinkler protection. Sprinkler coverage rwst extend to all combustible spaces such as the "control tower," the "control tower tunnel ," etc. That is , full sprinkler coverage of the entire building is required. Accordingly, we are returning the drawings to you with our stamp indicating "changes required" exclusive of one copy along with the hydraulic calcu- lations which we are retaining for our records. If you should have any questions regarding the foregoing or if we can be of service in any other way, please let us know. Very truly yours , WASHINGTON COUNTY FIRE DISTRICT NO. 1 �a C�_ Wilburn Dodge Plans Examiner jcc cc: Paul Huber R. G. Deutsch Ed Walden Inspector Jeffries Enclosures (6) Fire prevention does not cost it pays INSURANCE SERVICES OFFICE OF OREGON ' 421 S.W.8TH AVENUE, PORTLAND. OREGON 07204 TRUIPHON9 (50S) 896•26/1 GARY L ARTHINGTON.MAMA460 July 8, 1981 Firestop Co. 9384 S.W. Tigard Ave. ' Tigard, Oregon 97223 Toys - R - Us Washington Square Tigard, Oregon Gentlemen: We have reviewed the submitted plans for the proposed fire protection system at the above-captioned location. Based on the submitted infor- mation, it appears that this fire protection system meets the require- ments of our rating wchedule and, if this fire protection system is properly installed in accordance with these plans, fire insurance rate recognition will be received. This review is for the purpose of developing a fire insurance rate. It is not for the purpose of making property loss prevention or life safety recommendations and none are made. Very truly yours, INS SCE SERVICES OFFICE 77 , 2 ,- Harold A Raun Customer Service Representative Private Protection Department HWlet Construction Inspection B► Related Testi Carlson Testing, Inc. P.O.Box 23914 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(983)641-4114 Date Molded: 8-21 , 19_81 Job. No. CP-1070 Client: __-_ Westwood Construction Company Project: Toys "R" Us Address: 10065 S. W. Cascade Blvd. Contractor: V_ Westwood Construction Co. - Sub-Contractor: Concrete Supplier: Ross Island Cost by: _ M. Tabert Weather: Clear Temp. high: _-_Temp. low: Location of Concrete Placement: __ Slab lines C to D, 2 to 10; B to C, 8 to 11. Strength Requirement: 000PSI @ 28 days Slump: - 4 3/4tr - Cement Type: I No. of sacks: Entrained Air Admix, Amount: _r Brand: _-� _ Admix, Amount: Brand: Coarse Ogg. size:----3� -- ---Type. Natural _ ------ _—Fine Agg. Size: --B1-��- specimen I Specimen Test R Register Date Date Total Area Unit Load Report No. — Type Days Number Recd. Tested Load PSI No. 6 x 12 7 _-8821 8-22 8-28 92,000 28.27 3250 20 - - - --- -- — 1 B 28 8822 8-22 9-18 28.27 C 28 8823 8-22 9-18 28.27 D E - F -" --- ----- -- - ---- - -- _--- --- I .. -- _ ._� Remurks: - Truck# 22_ Ticket# A-1-15717 Cassis Corporation — Construction Inspection d Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)841-4114 Gate Molded: ._ 8-21 , 19 81 Job. No. _ CP-1070 Client: _ Westwood Construction Company Project- --- Toys "R" Us -- Address: 10065 S. W. Cascade Blvd. Contractor. _ Westwood Construction Co. Sub-Controctor: Concrete Supplier: _`–ROSS Island Cost by M. Tabert Weather: _ Clear Temp. high: --- Temp. low: Location of of Concrete Placement: Slab lines C to D, 2 to 10; B to C, 8 to 11. Strength Requirement: 3000 _— Pril @ 78 _ duys Slump:__ 4 3/4" Cement Type: I No. of socks: __ Entrained Air e� Admix, Amount: __- _ Brand: Admix, Amount: _Brand: Coarse agg. size: 3L4 _----Type: Natural ----- —Fine Agg. Size: Specimen- - specimen Test p �rtepister Data Data Total Nom Type Days Number Rae'd. Tested A,ea Unit Load Repa,t --- --_ _ No. A 6 x 12 7 8821 8-22 8-28 92,000 28.27 3250 20 B__ 28 —8822 8-22 9-18 109,500 28.27 3870 28 C 28 8823 - 8-22 9-18 110,500 28.27 391.0 28 F F — — --— -- ——_ I -- -- -- Remarks: _-__-__Truck 22 Ticketf A-1-15711 Cassis Corporation — Kew Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)641-4114 Date Molded: 8-20 _ , 19 81 Job. No. CP-1070 C ient: __ Westwood Construction Company Project:--- Toys "R" Us Address: _,10065 S. W. Cascade Blvd. Contractor: _ Westwood Construction Co. Sub-Contractor: Concrete Supplier: Ross Island Cost by: B. O'Connor Weather: — Sunny _ Temp. high: 75 Temp. low: _ Location of Concrete Placement: _- Slab lines A to B, 2 to 8; D to C, 2 to 8. Strength Requirement: —_3000 A PSI @ 28 _ days Slump: 43,211 Cement Type: —_ I _ — No. of sacks: 52 — Entrained Air Admix, Amount: Brand: _, Admix, Amount: -----Brand: Coarse agg. si ze:-- 3/411 —_-- - -----Type:- Natural --- --- -— Fine Agg. Size: — Bldg. Spec'men Specimen To P Register Dote Date Total Area Unit Load Reporr No. Type Do,s Number Recd. Tested Load PSI No. A 6 x 12 7 8509 8-21 8-27 80,000 28.27 2830 19 B 28 8510 8-21 9-17 28.7.7 28 8511 8-21 9-17 28.27 D E ; Remarks: _ CGS City of Tigard Cassis Corporation — _A -_V------- �- Constrwetien Inspection 9 Related Testi Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)8414114 Date Molded: 8-20 , 19_81_ Job. No. CP-1070 Client: Westwood Construction Company Project: Toys "R" Us Address: 10065 S. W. Cascade Blvd. Westwood Construction Co. Contractor: __- Sub-Contractor: Concrete Supplier: — Ross Island Cost by: _.__B. O'Connor Weather: _ .-Sunny Temp. high: — 75 Temp. low: Location of concrete Placement: Slab lines A to B, 2 to 8; D to C, 2 t0 8. Strength Requirement: 3000 PSI @ 28__ days Slump: 411,211 _ Cement Type: I _ No. of socks: 5 —_ Entrained Air --- �_ Admix, Amount: Brand: _ Admix, Amount: -___________Brand: Coarse agg. size: _ 3L4„ __Type: _ Natural -- _-----.Fine Agg. Size: Bldg. specimen specimen Test P `Register Dab Date Total Ate it Load Repot No, Type Days Number Recd. Tested Load PSI No. A 6 x 12 7 8509 8-21 8-27 80,000 28.27 2830 19 B 28 8510 8-21 9-17 99,500 28.27 3520 27 _C 28 8511 8-21 9-17 101,000 28.27 3570 27 D E Remarks: Cassis Corpordtion Construction Inspection ® Related Tests Carlson Testing,Inc. P.O.Box 23914 Turd,Orgpn 57223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641.4114 Date Mold.a: 0-19 19 81 Job. No. CP-1070 Client: — Westwor-11 Construction Company Project: Toys "h A Address: 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Contractor: Concrete Supplier: R(2ss Island _ Cast by: S. Jordan Weather: Overcast Temp. high: 80 Temp. low: _ 63 Location of Concrete Placement: Interior slab section on lines E to F, 1 to 11. Strength Requirement: 3000 PSI @ - 28 days Slump: 5 3/4" _ Cement Type: _ I No. of socks: Entrained Air % Admix, Amount: Brand: _. Admix, Amount: Brand: Coarse a _ 99• size: .--- __-r Type:_ -- Natural _— —.--- Fine Agg. Size- _ Bldg. specimen Specimen Tart r Register Date Data Total Area Unit Lead Rapers No. Type Days Number Reed. Tested Load PSI No. A 6 x 12 7 8676 8-20 8-26 90,000 28.27 3180 18 B 28 8677 8-20 9-16 28.27 - C 28 8678 8-20 9-16 28.27 IE Remarks: Truck#_3f) Ti cbetf 15648 _--cc---Ute-of-_T,qa rd ---- -- --- —---- Cassis Corporation ELMIRA Construction Inspection d Related Tests Carlson Testing,Inc. P.O.Box 23814 Tinsrd,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(603)611-4114 Date Molded: --D--19L--, 19 81 Job. No. CP-1070 Client: — Westwood Construction Company Project: Toys "R" Us Address: _ 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Contractor: Concrete Supplier: ROSS _Island _Cast b S. Jordan — y: weather: _ Overcast Temp. high: __80 —Temp, low: _63 Location of Concrete Placement: _ Interior slab section on lines E to F, 1 to 11. _ Strength Requirement: 3000 _ PSI @ 28 Jays Slump:— 5 3,/4" Cement Type: I No. of sacks: Entraired 'ir ` —% Admix, Amount: ..__R_ _ Brand: Admix, Amount: ----Brand: Coarse agg. size: 3!4"_.. Type;_ NaturalT _—_.—_Fine Agg. Size: Bldg. Specimen Spci en Test P Register DaH Date Total Aree Unit Load Reportf- No. TypeDnys Number Reed. Tested Load PSI No. A 6 x 12 7 8676 8-20 8-26 90,000 28.27 3180 18 28 8677 8-20 9-16 106,000 28.27 3750 26 C 28 8678 8-20 9-16 105 000. 28.27 _3710 26 D E Remarks: --Trurk# 30 T_ irkf_fif! 15648 Cassis Corporation -- KMW_KMWALW_W�=KML;KMLNAM Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Boz 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(603)841-4114 Date Molded: 8-18 19_81_ Job. No. CP-1070 Client: Westwood Construction Company Project: Tis R US --� - Address: 10065 S. W. Cascade Blvd. Ccntractor: _ Westwood Construction Co. Sub-Contractor: Concrete Supplier: Ross Island Cast by: B. O'Connor Weather: Sunny Temp. high: 85 Temp, low: Slab lines C to B, 2 to 8; E to D, 2 to 10. Location of Concrete Placement: �—_ �t Strength Requirement: _ 3000 __— PSI @ 28 days Slump:_ s Cement Type: 1 —_— No. of socks: _ 5� _ Entrained Air —� Admix, Amount: _ 10 OZ/100 _ 8rond: —POZZ _- Admix, Amount: -----Brand: —_ Coarse agg. size: ---__— 3 4" Type:-.--,----.Natural _____--Fine Agg. Size: Bldg. — spec—en Specimen Tes• P Rsaister Dae• Date Total Arse Unit Load Report No. Type Days Number Recd. Tested '_nod PSI No. A 6 x 12 7 8687 8-19 8-25 79,000 28.27 2.790 17 B 28 8688 8-19 9-15 93,000 28.27 3470 25 C 28 8689 8-19 9-15 100,000 28.27 3540 25 D E Remarks: Truck# 81 Ticket# 15609 cc; City of Tigard Cassis Corporation Construction Ins rection 9 Related Tests Carlson Testing,Inc. P.O.Box 23014 Tiprd.Orpon 97223 Phone 15031641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 8-18__.—, 19_81-- Job. No. CP-1070 Client- Westwood Construction Company Project: Toys "R" Us Address: 10065 S. W. Cascade Blvd. Contractor: _- Westwood Construction CO. Sub-Contractor: -- Concrete Supplier: —Ross Island Cast by: B.. O'Connor Weo"her: __Sunny _ Temp. high: .85 Temp. low: —, Location of Concrete Plocemtnt: Slab lines C to B, 2 to 8; E to D, 2 t0 10, 4�tt Strength Requirement. , 3GOO _—_ — PSI @ 28 _ days Slump: — Cement Type: . _I_ No. of socks: 5� Entrained Air A Admix, Amount: _- 10 OZI10O __ Brand: POZZJ--Admix, Amount: _Brand: tt Natural Bldg. Coarse agg. size: --- 4---3.� —Type -- -- — -------- —Fine Agg. Size: — --- Specimen Specimen Test! Register Dote Date Total Aloe Unit Load Repoli No. Type Days Number Recd. Tested (_ood PSI No. _ A 6 x 12 7 8687 8-19 8-25 79,00.0 28.27 2790 17 B 28 8688 8-19 9-15 28.21 C 28 8689 8-19 9-15 28.27 E � Remarks _- . _ __Truck# 31 T`;cket# 15609J-------�J-�-- ------ _ --------- City of Ti_Qard _ -- Cassis Corporation Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23914 O►pon 97223 REPORT OF CONCRETE TEST SPECIMENS rITY FTa+;o Dote Molded: 19 Job. No. (503)6414114 8-17 81 CP-1070 � _ Client: Westwood Construction Company Project: Toys "R° Us Address: _ 10065 S. W. Cascade Blvd. Contractor: ___ Westwood Construction Co. _Sub-Contractor: Concrete Supplier: Ross Island _Cast by: B. O'Connor Weather: Sunny Temp. high: 85 Temp. low: Location of Concrete Placement: Slab on south and west sides of building. " Strength Requiremenr: 3000 _ — PSI @ 28 days Slump: 5 Cement Type: I _ No. of socks: 5;-, Entrained Air _ice Admix, Amount: 10 OZ• Brand: _ 344N POZZ _Admix, Arnour+t: _ ---Brand: . Coarse agg, size:-_.—_."_—_ T Natural Fine Agg. Size: _ B 1 dg. -- Speciren Specimen rest P Register Date Dote Total Unit Load Repe.t l No. Type Days NVmbe1 Reed. Tested Load — A�°O PSI No. A 6 x 12 7 8642 8-18 8-74 78,000 28.27 2760 15 B 28 8643 8-18 9-14 28.27 C 28_1 8644 8-18 9-14 28.27 D FE Remarks: Lc - -Ci t_;_nf -Ii-gar-d Cassis -- ------—------ Cassis Co rr o ra t i o n - —.—-------------_----------—--- MOELMLMNRALMRAILM� 11-MAKE Construction 1ns0ection d Related Testi Carlson Testing,Inc. P.O.Box 23814 Tigerd,Or"on 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)841-4114 Date Molded: 8-17 19 81 tub. No. _ CP-1070 Client. Westwood Construction Company Toys "R" Us )� Address: _ 10065 S. W. Cascade Blvd. — Contractor: Westwood Construction Co. Sub-Contractor. Concrete Supplier: Ross I31and -- Cast by: B. O'Connor Weather: _ Sunny Temp, high: _ 85 Temp. low: _ Location of Concrete Placement: Slab On south and west sides of building. Strength Requirement! 3000 2$ 5," 9 9 --_—�. PSI 6 — days Slump; Cement Type: I No. of sacks: 5 z - -__ Entrained Air Admi,., 4mount: _ 10 OZ. Brand: _ 344N POZZ Admix, Amount: --_— __grand: Coarse a 4" 9g• size: ---AIA"-- ---.--Type:- __— NdtUrdl __--.—_Fine Agg. Size: _Bldg. _----- — Specimen Specimen Test i Reg,ster Dare Oab Tarot tea Unit Load Reperr Na__ Type Days Numb.. Recd. Tested Load PSI No. A 6 x 12 7 8642 8-18 8-24 78,000 28.27 2760 15 B 28 8643 8-18 9-14 95,000 28.27 3360 24 C 28 8644 8-18 9-14 96,000 28. 7 3400 24 ---- D F F --- Remarks: ____ Trucker gl TjC�etl� 3�$ Cassis Corporation T TO)v �� F--- 20665 S.W. Blanton St. P.O. Box Y #Eich Aloha,Oregon 97006 o►s�. roti 503/649-8577 August 14, 1981 Mr. Patrick L. Moore, P.E. Cassis Corporation 10820 Sunset Office Drive St. Louis, Missouri 93127 Dear Mr. Moore: Re: Toys "R" Us 10065 S. W. Cascade Boulevard I believe I detect a note of annoyance in your letter of Auqust 8, 1981 . My letter of August 3 relates to my letter of June 19, 1981 , to Mr. Huber of your firm which was in confirmation of a telephone conversation in which it was agreed, among other things , that door no. 3 would serve as Part of the required lineal feet of exit width. The contract documents for this project are retained at the Building Department which is several miles from here. Accordingly, I did not have the advantage of having the finish hardware schedule before me at the time I dictated my August 3 letter. That is, I was not aware (at that moment) that door no.. 4 is not scheduled to be fitted with a locking or latching mechanism. Door no. 10 was never previously considered, by anyone here, as serving as a required means of exit from the sales area. However, we have no objections to the arrangement described in ynur aforecited letter. From our frame of reference, more exits means a higher degree of occupant safety. On the other hand, we approved the issuance of the building permit for this project with certain conditions . We will not countenance .deviations from the "approved" plans, exclusive of those necessary to fulfill stipulated fire safety requirements, without written authorization from both the Tigar- Building Depar and this office. Hopefully, there will be no , e� ' for any iatio s. Very m y your Wl ' GTON T FIRE I RIC NO. I 6 Wilburn Do ge Plans Examiner jcc xc : H. R. Sandercock Ed Walden Fire prevention does not cost it pays 0 CASSIS CORPORATION August 8, 1981 Mr. Wilburn Dodge Washington County Fire District No. 1 20665 S.W. Blanton Street Post Office Box Y Alaha, Oregon 97006 Re: TOYS "R" US, INC. Tigaro, Oregon Dear Mr. Dodge, In response to your letter dated August 3, 1981, I offer the following comments: 1) A "Locked/Unlocked" indicator (Adams-Rite Exit Indicator #4089) will be acided to door #3. (By copy of this letter, the General ContrElctor is instructed to make this change. ) 2) A "Locked/Unlocked" indicator on door #4 is not feasible: the door has no locking hardware. (Re: "Hardware Schedule", sheet A9. ) 3) Door #10 is indicated as a means of exit by exit signs: one at the passageway between Sales Area 101 and He..71 106; and one above door 110. (Re: "Office Lighting Plan", Sheet E2. ) Respectfully, CASSIS CORPORATION Patrick L. Moore, P.E�� PLM/kmb cc: Phil LaGala Joe Ricciardo Rudy Deutsch H.R. Sandercock w/Westwood Cons,cr. (Re: Item 1 above) Ed Walden w/City of Tigard NJS/File 10820 Sunset Office Drive, Suite 100...St. Louis, Missouri 63127...Phone 1314)821-1100...TWX 910-760-1472 !p (+?M7c„?5?9,3S�1 20665 S.W. Blanton St. P.O. Box Y ONEIOM Aloha,Oregon 97006 BY..................................... ... ........ ~ 5031649-8577 August 3, 1981 Mr. Patrick L. Moore, P.E. Cassis Corporation 10820 Sunset Office Drive, Suite 100 St. Louis, Missouri 63121 Dear Mr. Moore: Re: Toys "R" Us, Inc. 10065 S. W. Cascade Blvd. In response to your letter of July 21 , 1981 , which we received on July 31 , it was our understanding that door no. 3 would provide 3 ft. of the pre- scribed exit width. Also, if door no. 3 is to provide for a portion of the required lineal fE!et of exit as is indicated by the exit signs shown on current drawings E--2, then both doors no. 3 and no. 4 must be provided with the "lacked/ unlocked" indicator as well as doors nos. 1 and 2. If door no. 10 is to be considered as a portion of the required exit width, then it must be indicated as a means of exit by the prescribed exit signs. Unless we hear from you to the contrary, the foregoing stipulations and our letter of June 19, 1981 to Mr. Paul Huber will continue to apply. The remainder of the stipulaions contained in your July 1 letter sub- s ly coincide with 0 nderstanding of the disposition of the issues. Ver my s, W TO NTY FIRE ST ICT 1 Wil n o ge, a _x miner b cc: Paul Huber R. G. Deutsch Ed Walden Insp, Jeffries Firs nravonhnn rincm not rnct it nave Construction Inspection 9 Related Tear Carlson Testing,Inc. _— P.O.Box 23914 GROUT Tiprd,Organ 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)941-4114 Date Molded: 8-7 , 19 81 Job. No. CP-1070 Client: _ Westwood Construction Company Project: Toys "R" Us — _ — Address: 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sob-Controcoor: C.K.W. Masonry Concrete Supplier: Western Pacific Cast by: M. Tabert Weather:_ Sunny _ — Temp. high: 85 --Temp. low: Location of Concrete Placement: Grid lines G & H, finished grid A. Strength Requirement: 2000 --_ PSI @ 28 days Slump: Fluid Cement Type: _ No. of socks: 8 Entrained Air Admix, Amount; __ Brand: — Admix, Amount: _— _-Brand: — Coarse a size:_ Pea Gravel T Natural Bldg 99• - - ---- - ype:----- -- —_---------Fine Agg. Size: Specimen Specimen Test P Register D-a Dol• 'Total A.ea A Unit Lead Report No. Type Days Numbet Rac'd. Tasted Load PSI No. A 4 x 4 x 8 7 8451 8-10 8-14 35,000 16 sq." 2187' 11 B 28 8452 8-10 9-4 55,000 16 sq." 3437 23 C 28 8453 8-10 9-4 52,500 16 sq." 3281 23 D E F Remarks: Truck# 388 Ticket# 36501 _ cc;_ City of Tigard Cassis Corporation __ Masonry -- — ----.--.— _ w Construction Inspection 9 Related Testi Carlson Testing,Inc. P.O.Box 23914 GROUT Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)6114114 Date Molded: _ 8-7 , 19 81 Job. No. CP-1070 Client: _ Westwood Construction Company Project: oys R s Address: — 10065 S. W. Cascade Blvd. Contractor: — Westwood Construction Co. Sub-Contractor: G.K.W. Masonry Concrete Supplier: Western Pacific ,Cast by: M. Tabert Weather: Sunny — _ Temp. high: 85 _Temp. low: _ Location of Concrete Placement: Grid lines G & H, finished grid A. Strength Requirement: 2000 _ PSI (d 28 _ days Slump: Fluid Cement Type: _ —_ No. of sacks: 8 Entrained Air _ % Admix, Amount: Brand: Admix, Amount: ---Brand: Coarse egg. size: _ Pea Gravel —_Type: -- Natural---- -_-- Fine Agg. Size: Bldg. — Spanmrn Specimen Tart P Register Date Date Total A�eo Unit Load Repot No.- Type Days Number Rae'd. Tasted Load CSI No. A 4 x 4 x 8 7 8451 8-10 8-14 35,000 16 sq." 2187 11 B 28 8452 8-10 94 16 sq." ^ C 28 8453 8-10 9-4 16 sq." D E Remarks: -_-.-__Truck#_ 388__ Ticket# 36501 Cassis Corporation Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 GROUT Tgnd,OreWn 67=3 REPORT OF CONCRETE TEST SPECIMENS Phone(603)641 4114 Date Molded: 8-5 , 19 81 Job. No. CP-1070 Client: ___ Westwood Construction Company Project:-_TOYS "R" US Address: 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Contractor:. G.K.W. Masonry Concrete Supplier: Western Pacific Cost by: - N. Moshberger — Weather: Sunny Temp, high: 86 Temp. low: -- Location of Concrete Placement: Last lift of smooth face block approximately 60' .,otlth wall , and 75' east wall . Strength Requirement: `.2000 PSI @ 28 _ days Slump:_ 8,L2 Cement Type: _ No. of sacks:_ 73,2 _ Entrained Air Admix, Amount- _ Brand: ^Admix, Amount: _ ,Brnr.,i: Coarse agg. size:--PE3...GCdY_QI_----TYPe:-------Ndl-'JI'al -- -Fine Agg. Size: B�d9_�. ---- S peiimeIl Specimen Too p Register Doi* Date Total Area Unit Lood Report No. Typ. Day. Number Reed. Trase�d Load Pst No. G-3 AJ 4 x 4 x 8 7 8321 8-6 8-12 25,000 16 sq." 1562 10 B 28 8322, 8-6 9-2 44,000. .l6 sq." 2750 22 C 28; . , 83?3 -. ,: 9-2:.:, 47,060 16 sq.,' 2937 22 E — {apt-„.•sa•. F Remarks: _ Truck# 362 Tic PLl 36059 H ant# 13 cr: C —o1, Tigard _.. _. Cass,s Corporation Masonry ” Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 GROUT Tip rd,Or.pon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Date Molded: __8-5 , 19 81 Job. No. CP-1070 Client: Westwood Construction Company Project: Toys 'R" Us Address: 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Contractor: G.K.W. Masonry Concrete Supplier: _ Western Pacific Cast by: N. Moshberger Weather: SUnn _ --- Temp. high: _ 86 Temp. low: — Location of Concrete Placement: Last lift of smooth face block approximately 60' south wall , and 75' east wall . Strength Requirement: —_2000PSI @ _28 Boys Slump; 8 z11 Cement Type: __ _— No. of socks:_._ 7� Entrained Air % Admix, Amount. -- Brand; _ _s Admix, Amount: _-..-.__Brand: Coarse agg. size:_-Pe_l_GrAvel Type:___ Natural__..___-_--_--Fine Agg. Size: _ Bldg• Specimen specirnen Test f Register Date D: TatoI Unit Load Repa,t No. Type Days Number Rec'd. Tested Load Are° _ _ PSI No. G-3 A 4 x 4 x 8 7 8321 8-6 8-1225,000 16 sq. " 1562 ?0 B 28 8322 8-6 9-2 16 sq." -- C 28 _ 8323 8-6 9-2 16 sq. " D E F Remarks: _ I>^ucls 362 Ticket# 36059 Plaint# 13 Cassis Corporation T-�-- - -- - . _GA.-W.-Mason r4---- -- -- BUILT_ INC DEPARTMENT, TIGARD f) 1 PLUMBING PERMIT 1� • Bedlion,6 Hellums Plbg_. , ;A; , - holder of a valid plumbing contractors license is hereby authorized to cause plumbing work as herein noted to be installed in accordance with the plumbing code of Tigard. Such installations require inspection by the City Inspector who shall be notified not less than four 3 (4) hours prior to the time the installati ns are r dy for inspection. City of l�i ar�d Busyjn1ess Licen� required I for all contractors and sub-contractors.-7F_amee-SS —}i /000'5 S iJ_ 'a-,-ACU..W2 V ! n Creek B1 Westwood Const . Co . Add 3E Johnson Owner____...._- --- ----_ _ _ _ - NUMBER OF r TOTAL. PERMIT NO.'S TYPE OF PERMIT ITEMS FEE ON EACH AMOUNT (Oftice Use Only) A B LPLUhL1!A L -- -�—Single Family-1 beth—each 25,00 Ou lex Each 1 bath unit _ 25.00 _ Additional bathrooms—each _ 10.00 _— MO_hi!e Home Space_each 15.00 ---- INDIVIDUAL FIXTURE FEES — ---. ------ a _1 to 50 Fixtures in 1 building—each — _�� _ 3.000 51 to 100 Fixtures in 1 building—each_ 2.50 101 to 200 Fixtures in 1 building--each _ 2.00 201 or more Fixtures in 1 bufldin� each _ 1.50 MISCELLANEOUS --- Building Sewer-1st 50 ft. 10.00 Sewer--each additional 100 ft. 10.00 ��— Water Service to buildin 5.00_ __ _. Privete Water Systems_-each 100 ft, — 10.00 — Other (Specify)' fF,_F PERMIT " I lrry si Phone 6394171`3uIlk Srate /, y0Plumbing Contractor By ��_/0TAL �� '/O _IP i NO Issued By UVRANNERAMURAINKILM Construction Inspection 8 Related Tests Carlson Testing,Inc. CITY W MPP .Box 23914 GROUT UL=,_[� `=1btan.l�3�s4t�rt� REPORT OF CONCRETE TEST SPECIMENS Dute Molded: 8-3 , 19 81 Job. No. CP-1070 Client: Westwood Construction Company ��1. _� j IOU Project: Toys "R" US Address: — 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Controctor: G.K.W. Masonry ` Concrete Supplier: Western Pacific Cast by: S. Wade Weather: Cloudy _ Temp. high: 75 _ Temp. low: Location of Concrete Placement: West Wall Strength Requireme^t: 2000 PSI P 28 days Slump: 8 Cement Type: __ No. of sacks: 7� _ Entrained Air Admix, Amount: _ Brand: Admix, Amount: , Brand: Coarse agg. size:_-_31811 --Type. Natural ----- Fine Agg. Size: — Bldg. Sp.cimen Specimen Test P Register Dote Dote Total Area Unit Load Report No. Type Days Number Recd. Tested Load PSI No. G-2 A 4 x 4 x 8 7 8247 8-4 8-10 23,000 16 sq." 1437 9 B 28 8248 8-4 8-31 16 sq. " 28 8249 8-4 8-31 16 sq." D Remarks: --_ Truck# 232 Ticket# 35787 _ _ - ----- — Lc.: E ty-_DE TickrtLd - — - Cassis Corporation Construction Inspection ® Related Tests Carlson Testing,Inc. P.O.Box 73814 GROUT TiVrd,Oregon 87223 Phone 1503)841-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 8-3 19_ 81 Job. No. CP-1070 Client: Westwood Cons trt.:ti on Company Project: -- Toys "R" US Address: 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Contractor: G.K.W. Masonry �E Concrete Supplier: __—Western Pacific Cast by: S. Wade Weather: Cloudy Temp, high: _ 75 _ Temp. low: Location of Concrete Placement: West Wall t. Strength Requirement: 2000 _ PSI @ 28 days Slump: 8 Cement Type: No. of sacks: 7� Entrnined Air % Admix, Amount: _ Brand: Admix, Amount: _ Brand: Coarse agg. size: 3 8t _ yp Natural ---T_ 99 Bldg. _ ___. T e:_---_.._—. _-.Fine A Site: — spec—en specirnan v Test P Register Data Data Total Unit Lood Report Ne. Type Days Number Rae'd. Tested Load Area PSI No. G-2 A 4 x 4 x 8 7 8247 8-4 8-10 23,000 16 sq." 1437 9 B 28 8248 8-4 8-31 51,000 16 sq. " 3187 21 C 28 8249 8-4 8-3153,500 16 sq. " 3343 21 D r Remarks Truckt-2J2--Tick 3 5I8Z. -- -- - - -------- ------ --- -- c c: -C-i tit��Ia-9�rJi----—-------... --—-------------— ------ - - Cassis Corporation G.K.W. Masonrac-- -- ��ToH 20665 S.W. Blanton St. P.O. Box Y oREG A!oha,Oregon 97006 O,y 503/649.9577 �QIST. �► August 3, 1981 Mr. Patrick L. Moore, P.E. Cassis Corporation 10820 Sunset Office Drive, Suite 100 St. Louis, Missouri 63127 Dear Mr. Moore: Re: Toys "R" Us , Inc. 10065 S. W. Cascade Blvd. In response to your letter of July 21 , 1981 , which we received on July 31 , it was our understanding that door no. 3 would provide 3 ft. of the pre- scribed exit width. Also, if door no. 3 is to provide for a portion of the required lineal feet of exit as is indicated by the ex4t signs shown on current drawings E-2, then both doors no. 3 and no. 4 must be provided with the " Iocknd/ unlocked" indicator as well as doors nos . 1 and 2. If door no. 10 is to be considered as a portion of the required exit width, then it must be indicated as a means of exit by the prescribed exit signs. Unless we hear from you to the contrary, the foregoing stipulations and our letter of June 19, 1981 to Mr. Paul Huber will continue to apply. The remainder of thestipula ions contained in your July 1 letter sub- s ly coincide with o understanding of the disposition cf the issues. Ver, illy urs , W . I i0 N-TY FIRE ST ICT 1 d Wil , n o ge, a s miner h cc: Paul Huber R. G. Deutsch Ed Walden Insp. Jeffries Fire prevention does not cost it pays MMIUML .. CO'Uhuction Irttpection 9 Related Tent Carlson Testing,Inc. q�• P.O.Box 23814 GROUP 'S, 1 1` Tip.rd,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503(641-4114 Date Molded: -- 7-28 19 81 Joh. No. CP-1070 Client: Westwood Construction Company Protect:r TOys "Ru Us -- _—. Address: _ 10065S. W. Cascade Blvd. Contractor: Westwood Construction CC., Sub-Contracra►: __G.K.W. Masonry — Concrete supplier: Western Pacific _ Cost by: B. O'Connor Weather: ___ Fa i r 1-emP, high: ---_.---__—___ Temp. low: Location of Concrete Placement: —_TO�ing of line A, 5 to 11. Strength Requirement: 2000 _ _ — PSI _28 — days Slum Fluid — Slump: — Cemcut Type: ------__ No. of sacks: 7 _ Entrained Air Admix, Amount: _ Brand: Admix, Amount: —,_Brand: _. Coarse Ogg. size: 3/811 __ -------Type: NdtUrad .—__,-_Fine Agg. Size: Specimen Specimen Test P Regis-@, Dol• Defe Tolol — __— e Raced. Tesr.d A,ea Unil Load Report Typ Deys — Numhe. Load PSI G-2 A 3 x 3 x 6 7 8060 7-29 8-4 13,250 1892 6 y 2'8 8061 7-2.9 8-25 C 28 8062 7-29 8-25 — _—� -- -- E Remarks: _T1ckeL# T5?0 13 of Ti ag rd - — Cassis Corporation -- --- - ---_____ Construction fntAte-tion 9 Related Teiu Carlson Testing,Inc. P.O.Box 23814 Tige►d,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS GROUT Phone(5031841.4114 Dote Molded: 1-28 , )9 81 Job. No. CP-1070 Client: Westwood Construction Company �- — Project:— - ��Toys Rtt Us Address: — 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Contractor: __G.K.W. Masonry Concrete Supplier: _ _Western Pacific ---Cast by: B. O'Connor Weather: _ Fair —�_ Temp. high: Temp, low: Location of Concrete Placement: — Topping of line A, 5 to 11. Strength Requirement: _ 2000 ___ PSI (� _ 28 _— days Slump:---Fluid Cement Type: No. of sock-:— 7 z —_ Entrainad Air ,- ---ate Admix, Amount: _____ _ Brand: ,---- Admix, Amount: --_.— Brand: -- Coarse agg. size: -. �' ---Type:e: Fine Agg. Size: specimen Specimen Test PRegister Date Det* — Total Area Unit Load Report No. Type DaytT Number Recd. Tested Load PSI No. G-2 A 3 x 3 x 6 7 3060 7-29 8-4 13,250 1892 6 B 28 8061 7-29 8-25 25,000 3571 16 C 28 8062 7-29 8-25 27,000 3857 16 -- f- _— — ----_ — -- EJJI Remarks -Truck# 3Z�—_Sicket##_35203 Plant# 13 CCCitd'_of—Tigard ----__ Cassis Corporation G.K.W. --�.__ --------- _ _ _— ED 178 V W �I74 ---- \ 46'CM h � a /0' .C.)RA/NAGE TOP- o;-BAaftf t vo*. AttA l'owe)q or GM.R To rw zm D1�N �,JlEt DE*U A 2' 4B r CMsb (:46'wOE x 24••'04EO)' r,i r'• I T Lonstruction Inzpection 9 Related Terts Carlson Testing,Inc. P.O.Box 23914 Tiyerd.Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS GROUT Phone I503!941J114 Date Molded__ 7-22 , 19 81 lob. No. CP-1070 Client: _.Westwood Construction Company Project:--- Toys tt R S Address: — 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. — Sub-Contractor: G.K.W. Masonry Concrete Supplier: Western Pacific —_ _. -cast by. _S. Wade weather ---Clear -- -- Temp. high: _ 80 Temp. low: _ 50--- -- Lc,.ation of Concrete Placement: North Wall Grid 11 _ v8" Strenqth Requirement -- ---- PSI @ 3_-_-_._. days Slump: _____-__.___ Cement T ype: 1 —. �_� No. of sccks: Mix 886 –_— Entrained Air Admix, Amount: _ _ Brand: ,_ Admix, Amount: _Brand: _ gg, PG —_-- Coarse o size: _—ea—__ravel�—Type:- Natural--------- ---------_Fine Agg. Size: .__._ Specimen Specimen Test f Reputer Dare Dote Total Are* Unit Lend Report Ne. Type Days Number Reed. Tested Load _PSI No. r- A 4 x 4 x 8 7 780,9 7-23 7-29 54,500 16 sq." 3406 5 _ � 11 28 7850 7-23 8-19 65,500 16 sq." 4093 14 C 28 7851 7-23 8-19 67,000 16 sq." 4187 14 E -F Truck# _359_ Ticket# 34612 Pl ant# 17 —(;c-: -_�. ty of_Tigard ----_— �, Cassis Corporation Con.ttryEt. inipection N Related Testi Carlson Testing,,Inc. OF y j Tn�a,Oregon7223 RLPORT OF CONCRETE TEST SPECIMENS GROUT Phone 11503)641-4114 Date Molded: 7-22 19 81 Job. No. CP-1070 Client: Westwood Constriction Company Project: Toys "R" Us —� __ Address: _ 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Contractor: G.K.W__Masonry --_ Con rete Supplier: _ Western Pacific —_Cost by: S. Wade Weather: Clear _Y Temp. high: 80 _ _Temp. luw: 50 Location of Concrete Placement: North Wall Grid 11 ^, Strength Requirement: _ — PSI @ 28 — days Slump: 8" Cement Type: 1 _ No. of sacks: Mix 886 . Entrained Air — % Admix, Amount: ___ Brand: __ Admix, Amount: _ __Brand: Pea Gravel T Natural Fine Aq Size: Bldg._---_ Coarse agg. sizer---- — ype: ---- — - - -- g I ' Specimen Specimen Test P Register Date Dara Total A,eo Unit Land Report No. Type Days Number Recd. Tested Load PSI No. G-1 A 4 x 4 x 8 7 7849 7-23 7-29 54,500 16 sq." 3406 5 B 28 7850 7-2.3 8-19 16 sq." C 28 7851 7-23 8-19 16 sq." D E Remarks: —___Truck# 359 Ticket# 34612 Plant# 17 —C L_Cl Y_SIf Tigard _,�_— ------ — Cassis Corporation J CASSIS CORPORATION July 21, 1981 Mr. Wilbur Dodge Washington Co, Fire District Na. 1 P. 0. Box Y Aloha, Oregon 97006 Re: TOYS "R" US, INC. Tigard, Oregon Dear Mr, Dodge, In reference to your Plans Examination Report #1379, we offer the following itemized response: 1. Exit width: door # 10 -------- 310" door # 11 -------- 310" door # 19 -------- 610" door # 1 a # 2 ---- 610" Total exit width = 1810" 2. Re: Sheet A 1 revised 7-*81 for exit passageways added at doors #11 and #19. 3. A "locked/unlocked" indicator, and sign reading "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" have been added to doors #1 and #2. The inactive leaf on these doors is free to swing when the active leaf is unlocked. No device, other than the normal locking mechanism is employed to restrain the door. A sign reading "IN EMERGENCY PUSH TO OPEN" will be added to doors #3 and #4. (RE: item 5.) 4. Exit signs are illuminated by two-20 watt lamps each. They are lowered by a night light which charges a battery pack at each fixture. (Re: enclosed literature on exit signs. ) 10820 Sunset Office Drive, Suite 100...St. Louis, Missouri 63127...Phone(3141821-1100...TWX 910-790-1472 CASSIS CORPORATIOI+1 Washington Co. Fire District No. 1 Page Two July 21, 1981 5. The power operated door assemblies in "outswinging" doors #1 and #2, upon failure of power, are operable by exertion of a force of 28 pounds (maximum) against the push plate. The closing force of these doors is less than 40 pounds. The power operated door assemblies in "inswinging" doors #3 and #4, upon failure of power, are operable by exertion of force which activates a "breakaway" device. (Th.2 force to activate this device, is adjustable: 15-40 pounds. ) The door operators specif ied (Keane-Monroe series 4000) are listed wit.'► I.C.B.O. (Re: Report #3324 revised November, 1980). 6. Firestops and penetrations of firestops are addressed on the "PLAN NOTES", sheet A I. 7. The automatic sprinkler system will be monitored. 8. Automatic sprinkler coverage has been extended to Cart storage tunnel as well as area inder Control Tower. Respectfully, CASSIS CORPORATION Patrick L, Moore P. E. cc: P. La Go la J. Ricciardo R. Deutsch H.R.Sandercock w/ Westwood Constr. Ed Walden w/ City of Tigard NA file Construction Inspection 9 Related Teets Carlson Testing,Inc. P.O.Box 23114 111{ CIrl Gf fw:Aw Tigard,Oregon 37223 1 nJ� o REPORT OF CONCRETE TEST SPECIMENS Pl U u�t��dU 'fi, vio1'1431641-4114' Date Molded: 7-21. _ 19 81 Job. No. Cf'-1070 �JU Client. Westwood Construction Company ---- -------------_..------- Project: _ Toys "R" U5 --- — � 'Q 2 Address: _ 10065 S. W. Cascade Blvd. Contractor: ____.._Westwood Construction Co_ Sub-Contractor: Concrete Supplier: Ross Island v _ _ _Cast by: _ S. Jordan Weather: ---OVerCdStTemp. high _ ...�� -.,_ ---- .- Temp. low: _62 --- - ----- Location of Concrete Placement- _ Foundation wall line 6, 1 to 11 ._ 3000 " " Strength Requirement. _ P51 w 2�i days Slump: 3 & 5 Cement Type: _- 1 No. of socks Entrained Air Admix, Amount: _ — Brand: __ Admix, Amount: 0 Coarse agg. size: _-_- UU_ Type:_—._NaAV0]. —_-____ Fine Agg. Size _B,Q— Specimen Specimen Test P Register Dote Dere Total A eo Unit Load Repent No. Type Uoys Number Reed. Tested Load PSI Ne. 2 A 6 x 12 7 77.98. 7-22 7-28 76,500 28.27 2710 3 - — B 28 7799 7-22 8-18 111 .,000 28.27 3930 _ 12 - C 28 7800 7-22 8-18 115,000 28.27 4070 12 E Remarks Truck# -13 Ticke__t_i<l -A-1-15127-- Cassis Corooration Construction Inspection 9 .Related Tests Carlson Testing,Inc. Lj)`\' '.O.Box 23814 Tigerd,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Date Molded: 7-21 — 1 19 81 Y Job. No. CP-1070 AUG 3 1981 Client: — Westwood Construction Company Project: `Toys "R" Us Address: — 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co-- Sub-Contractor. _ Concrete Supplier: Ross Island Cast ry: S. Jordan Weather: _ Overcast Temp, high: _ 77 ---Temp. low: _.62 Location of Concrete Placement: _ Foundation wall line G, 1 t0 11. Strength Requirement: 00 PSI @ _?8__ days Slump: 311 & 5 11 Cement Type: I _ _ No. of sacks:— _ Entrained Air . 46 Admix, Amount: .__ Brand: Admix, Amount: -- Brand: .— _ u Coarse agg. size:__ Type:_—�. ldPd� Fine Agg. Size: Specimen Spacim•n Test P Register Data Def• Total Area Unit Load Report No. Type Days Number Reed. To•hd Load PSI No. 2_.— A. 6 x 12 7 7798 _ T-22 7-28 _ 76,500 28.27 2710 3 ---__B- 28 1 7799 7-22. 8-18 28.27 C 28 7800 7-22 8-18 28.27 D E F Remarks: Tr11�k13_. 7iCk.Et A-1-15127 �--- Cassis Corporation Carlson Testing,Inc. ConserMetion Insbeetion !it Related Tsui P.O.Box 23814 Tigard,Oropon 97223 MORTAR Phone 1503)841-4114 REPORT OF CONCRETE TEST SPECIMENS 7-2081CP-1070 [date Molded: — , 19 _ Job. No. Westwood Construction Company Cl en t -- -- - — ----- ------- ----- _- Project. Toys "Rtt Us �_ _-� ----- ---- -- - Address: __ 10065 S. W. Cascade Blvd. _— Westwood Construction Co. Sub-Contractor: G.K.W. Masonry Cunhactar: _ __ _____�__�—_ Concrete Supplier: Job Mix __Cost by: W• Scheri be l _— - --- - Weather: _____ OverC:st - - - — Temp. high: 80 Temp. low: Location of C,mcrete Placement: Mortar 0 28 Workabl aump: 5130SI days t,ength Requirement: - 0 Sl -- - _---- -_ --------- Sol Entrained Air C anent Type: __ ___- No. of socks: Admix, Amount: __ ____- Brand: _Admix, Amount: Brand: --__ Coarse agg. size: ---- -- ----Type:-- Fine Agg. Size: ------ -- specimen specimen Test p� R.pisl.r� Dot• Dot• Total --- ,Area Unit Load Report No. Type Days ; Numbet Ree'd. Tested Load `---_ PSI No. M-1 A 2 x 4 7 7751 7-21 7-27 5,1.00 3. 14 1625 4_- - -- B 28 7758 7-21 8-17 9,240 3. 14 2945 13 C 28 7759 7-21 8-17 8,970 _ 3.14 2860 13 0 E -- Cassis Corporation Construction Inspection 9 Related Tests Carlson Testing,Inc. ►^t�CE'v�4 CIT P.O.Bax 23P 14 MORTAR CF TIGq� Tiyerd,OrWa 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 164x1641-4114 Date Molded: 7-20 19 81 CP-1070 Job. No. Client: WestNood Construction Company Project: Toys °R" Us Address: 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Contractor: G.K.W. Masonry Concrete Supplier- Job Mix Cast by: W. Scheribel Weather: Overcast Temp. high: _ 80 Temp, low: Location of Concrete Placement: _ Mortar Strength Requirement- 1800PSI @ _ 28 days Slump: Workable 11S11Cement Type: — No. of socks:__ Entrained Air x Admix, Amount: _ Brand:— Admix, Amount: - Brand: Coarse agg. size: _...__Fine Agg. Size: Sp ci e'� Spcimen Test f Register Date Date Total Area Unit Load Report TypeNo. Days Number Roc'd. Tested Load _—_ PSI No. M�l A 2 x 4 7 7757 7-21 7-27 5,100 3.14 1625 4� B 28 7758 7-21 8-17 3. 14 C 28 7759 7-21 8-17 3.14 D E Remarks: Cassis Corporation ,TON 20665 S.W. Blanton St. P.O. Box Y Aloha,Oregon 97006 ~ 503/649.8577 July 10, 1981 Mr. Kenneth R. Pearson Firestop Company 9384 S. W. Tigard Avenue Tigard, Oregon 97223 Dear Mr. Pearson: Re: Toys-R-Us 10065 S. W. Cascade Boulevard The shop drawings and hydraulic calculations covering the installation of automatic sprinkler protection within this occupancy which accompanied your letter of July 3, 1981 , were received in this office on July 6 and have been examined. Insofar as the layout of the sprinklers, piping, etc. in the roof space is concerned, there are no objections. However, the system which is shown on your drawings will not provide complete sprinkler protection. Sprinkler coverage rust extend to all combustible spaces such as the "control tower," the "control tower tunnel ,' etc. That is , full sprinkler coverage of the entire building is required. Accordingly, we are returning the drawings to you with our stamp indicating "changes required" exclusive of one copy along with the hydraulic calcu- lations which we are retaining for our records. If you should have any questions regarding the foregoing or if we can be of service in any other way, please let us know. Very truly yours , WASHINGTON COUNTY FIRE DISTRICT NO. 1 C � "Lk-. Loa C�, Wilburn Dodge e Plans Examiner jcc cc: Paul Huber R. G. Deutsch I.-Ed Wd 1 den Inspector Jeffries Enclosures (6) Fire prevention does not cast. it pays Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 Tiyerd,Orgon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 16031 611 41 14 Date Molded: _ 7-10 , 19 81 Job. No. CP-1093 Client: __ R. A. Gray & Company Project:_-_ rd Uj9h School Stadium ��.�.�. Address: Tigard, Oregon Contractor; ` Hanson Sub-Contractor. Concrete Supplier: _ Job Mix Cast by: D. Leach Weather: Sunny _ Temp. high: 78 Temp, low: _ Location of Concrete Placement: _ Unit Row 18, Riser D _ Strength Requirement: 4000' ----- PSI @ 28 _ days Slump: 311 _ Cement Type: _ 1 _ No, of socks: 6hi En!roined Air Admix, Amount: Brand: Admix, Amount: _ _,Brand: Curse a99. size:si3/8" .------------Type:_ -NatUrdl _ Fine Agg. Size: Bldg. Specimen Specimen To it P R*9ishr Date Dora Total Areo Unit Load Report No. Type Da s Number Recd. Tested Load PSI No. 1 A 6 x 12 7 7384 7--13 7-17 78,000 28.27 2760 1 B 28 7385 7-13 8-7 28.27 C 28 7386 7-13 8-7 28.27 L D E F Remorks: cc: City of Tigard Construction lnsbection A' Related Tests Carlson Testing,Inc. P.O.sox 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Anne 15031841-4114 Date Molded: 7-10 , 19 81 Job. No. . CP-1070 Client: Westwood Constructien Company Project: Toys "R" US _ — Address: 10065 S. 11. Cascade Blvd. Contractor: — Westwood �onstructi.on Co_ _ Sub-Contractor: Concrete Supplier: _ ROSs Island _Cost by: N. Moshberger weather: _Cloudy Temp, high: 70 Temp. low: -- Location of Concrete Placement: Footings line 1, A to H; H, 9.5 to 11; 9.5, G to H; G, 1 to 9.5; tt Strength Requirement: 3000, PSI @ 28 days Slump: .. 3 Cement Type: I __ No. of sacks: 5h Entrained Air % Admix, Amount: _. Brand: Admix, Amount: __Brand: Coarse agg. size: 3/4a -- Natural Bldg. --- TyPe: gg. Spsciman Spec im*n Test P Rogist Dere Det. Total Unit Lood Report No. Type Days Zbsr Ree'd. T.sr.d Load Arsa PSI No. 2 A 6 x 12 7 7355 7-13 7-17 61 ,000 28.27 2160 2 B 28 7356 7-13 8-7 28.27 C 28 7257 7-13 8-7 28.27 D E F -- Remarks: T 1jgk116 Ticket# T-4-23322 Cassis Corporation Carlson Testing,Inc. Construction Inspection S Related Tests P.O.Box 23814 Tigs►d,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phons 15031 641-41 14 Date Molded: ____7-10 __ , 19 81 Job. No. CP-1070 Client: _ Westwood Construction Company Project:_ Toys "R° Us Address: 10065 S. W. Cascade -ontractor: _ Westwood Construction Co. Sub-Contractor: Concret- Supplier: Ross Island Cost by: N. Moshberger Weather: -_ Cloudy Temp. high: 70 Temp, low: Location of Concrete Placement: __ Footings line 1, A to H; H, 9.5 to 11; 9.5, G to H; G, 1 cu 9.5. C to G. Strength Requirement- PSI o _28 days Slump:__ 3 Cement i ype: ._ 1_-._.__ -___�___ No. of sacks: 51z Entrained At., Admix, Amount: Brand: Admix, Amount: Brand: Coarse agg. size- 3/4" Type: -__._ NatUral_ -_. -___—Fine Agg. Size: Specr'n Specimen Test i Register Dote Dais Total Unit Load Re pore N.,. 4Y T.pe DaysNumber Recd. Tested load Area PSI No. 2 A 6 x 12 7 7355 7-13 7-17 61 ,000 28.27 2160 2 B 28 7356 7-13 8-7 89,500 28.27 3170 8 --_ C 28 7257 7-13 8-7 92,000 28.27 3250 8 D E F Remarks: TrL1j;k# -76_-Ti cketi±l_ T-4-23322 _ ------------ —Cit�Izf Tigard Cassis Corporation Construction Irupection 9 Related Testi Carlson Testing,Inc. (�((CITY(Gni VGARD 1-5 M 19 ow L-ALJ , P.O.gard, N;R:X14 c' `=� Tigard,Oregon 97223 Phone(6031 641 1114 C_ V JUL' i 0 1981 July, 9 1981 #CP-1070 DAILY SOILS INSPECTION REPORTS DATES COVERED: J14i,e 27128, 1981 PROJECT; Toys, "R" Us INSPECTOR: B. O'Connor 6-27-M- Put in 400yds. of 3" rock on Southend of Bldg. for a bridge. Then"b.egan placing the firsi lift of material taken from the northend of the building.. All was placed according to plans and spec's. No pumping accured during the placement of the first lift. Then they began drying out the next lift. 6-28-81: Took density test on m?terial placed that was dr-yed out that day before. All was placed according to plans no pumping accured during the pl3cino of that lift. All tests carne up to compacting Yours truly, CARLSON TESTING, INC. Douglas W. Leach President lal cc: City of Tigard cassis Cornnration i Construction Inspection d Related Tests Carlson Testing,Inc. P.O.Box 23914 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(603)6414114 Date Molded: 7•'9_ 19_81.- Job. No. CP-1070 Client: __ Westwood Construction Company Project: - ----Toys ,;R;; Us - -- -- Address: 10065 S. W. Cascade Blvd. Contractor: _--Westwood Construction Co. ^ — -------- _ sub-Contractor: .._— _ Concrete Supplier: _ Ross Island _Cast b M• Tabert Weather: Fai_r Temp. high: _- 70 Temp. low:i Location of Concrete Placement: Footings on grid line A. Strength Requirement. 3000 - _ pSl ra 2$ _- days Slum 21 Cement Type No. of sacks. -_— —_ Entrained Air Admix, Amount: _ _ Brand:_—�—_ Admix, Amount Brand: Coarse agg. size: 1 4n —Type: NatUrdl B1 d Fine Agg. Size: Q__._ Spet�men Specimen Test p Resister DateDaN Total Alto Unit Load Report No. _Type Days Number Rac'd. Tested Load P51 No. - 1 A 6 x 12 7 6346 _ 7-10 7-16 62,_000 28.27 2190 1 B_ 28 6347 7-10 8.6 95,000 28.27 3360 7 _ C 28 6348 7-10 8-6 91,500 28.27 3240 7 Remarks: Cassis Corporation r r Construction Inspection 9 Related Testi Carlson Testing,Inc. P.O.Box 23814 Tieard,Orapn 97223 REPORT OF CONCRETE TEST SPECIMENS clrroi r; n.fe03►�41J1+4 Date Molded: 7-9 19 61 — Job. No. CP-1070 Client: — Westwood Construction Company Project: Toys "R" Us _ tt i� Z 0 19!:3; - AdJress: 10065 S. W. Cascade Blvd. Contractor: Westwood Construction Co. Sub-Contractor: Concrete Supplier:Supplier: Ross Island Cost by: M. Tabert Weotl••r: Fair 'temhigh: — - P• hi 9h: 70 Temp. low; Location of Concrete Placement: Footings on grid line A. Strength Requirement: r�3OOOL PSI (d _ days Slump:_ 2� Cement Type: 1 No. of socks:__ Entrained Air _ ^� Admix, Amount: Brand: _ Admix, Amount: ----- _Brand: Coarse a 3/4 99. size:.__ t �- Type:__- Natural __.. .__Fine Arg. Size: __ _B_)dg•__- _ S DeCim�n Specimen Test P Resister Date Ante Total Unit load Ptpo,o ----r�^ -- -- Type Days Number gee Area — u lead d. Tested P;I No. 1 A 6 x 12 7_ 6346 7-10 7-16 62,000 28.27 212L 1 - B 28 _6347 _ 7-10 8-6 28.27 —C 28 6348 — 7-10 1 8-6 28.27 — - D I E _ F -- - 1 Remarks: _ Truck#_Z1 Ti cketj 1-4-23255 rr- fAtv_nf_Ti gam -- Cassis Corporation ^`— C,imirructlnn Inspection B Related Teta Carlson Testing, Inc. P.O. Box 23814 Tigard,Orrapn 07223 ,oe No. CP-1070 Phony. 15031 641-4114 REPORT OF IN-PLACE SOLI DENSITY TESTS July 6, 1981 ery -._-___.ldl?Stwnod Canstrurtion_ Cnaipany - ---,-_-- e P nlec r Tp�S n ntic S,-).l Description _�dl�L�_Gr_4.Uf141- Max. Dry Density__ 107.4 ___ Ibs.�cu. ft. Optimum Moisture 17.9 % Method of Test Nuclear 3411-B • t • its -_ [�l LIrr n[l0 IN-PI.ACE DENSITY x •Ise NO TEST LOCATION n, No. DENSITY- .013 (415./[u. rr.l cor+PAt t.0 WILTDoty- 7- South end of Bldg middle of fill -5'�' 16 118.3 101.9 95.0 -1 South end of Bldg l west end -)f fill -5' -.i 17 119.2 101.8 95.0 7-2_ 1_ 1 i-ddl e- of_Bl dy...m.Lddle__of f i 11 _ _ SUB 146 123.5 107.7 100.3 - South end of_Bldg middle of fill -2' 115.8 118.3 102.3 95. 1 I j_] S�utn -_end of Bldg Eas _ e.rid of_fill GRADE 1 14.91 123.8 107.0 1 100.3_ 4 South_ end of Bldg West end of fill -4' 115.0 117.7 102.3 95.2- F 7-3 1 _SQ1�tlL_easl ;veilt __ 17.1 120.3 102.7 95 9 7-3 2 South_ West Corner -1 ' 13.0 122.3 103.6 96.8 5Q'west of East of BlAg�5QLjgjj. of so. of bldg.-1 ' �_ 1.7.3 123.6 102.4 95.3 50'East of west of Bldg; f_ .7-4 2 _50' fQtb_9..f_5outh of Bldg __-. -1 '_ 16.7 120.5 103.2 96.0 Middle of E1dg,5Q'Yorthof_south of BLOg- -1' j_ 17.7 120.6 102.5 95.4 ')U'Wes tof Eas_t_a_f B1.dg.;�o_.Qf SQ,,_.Q_8_1d RADE I 14.8 123.2 10 .3 99. 7_ _ I - ._ 7..-.� 51)'Ea5_t of''W.est of Bldg-;50' No�D5Qs.2f B1dQGRADE_l _15._6_ 121.4 105.0 97. 1 7 3 50'Fast of West of Bldg;50' So..&Lk. -Q-f 81_ GRADE ! r 10.7 120.4 108.8 100+ GRADE ! 14.0 127.1 111.5 100+ �L JO'_.Wr-st of Cast 111.1-dil ;50' No. of So_ of I Bldg. j Construction 11 ectlon 9 Rriotrd Tests P Carlson Testing, Iilc. ' P.O. ao■ 23814 Tigard,Orgpn 97223 Phone (5031 841.4114 )011111 No. l,P-1070 REPORT OF IN-PLACE SOIL DENSITY TESTS June 30, 1981 Client Westwood Construction CompanyProject — Toys °R° Us _ GASG,AVL 11,017, I UVD-)OrLtft� So i Description —Native Material —._ -.- ---- _— -- Max. Dry Density 107.4 lbs./cu. ft. Optimum Moisture 17.9 % Method of Test Nuclear 3411-B MILD IN-PLACE DENSITY r( 0I ICl/ llt V, 11/t 1 riff rG T E 5 T LOCATION ri NO NOIfrURf luf./co. rr.I 1 -- C04 t+.0 t10M M f O 6-28 1 East end of Fill on South end of Bldg. -6�1 18.3 120.8 102.. 1 95.4 6-28 2 Middle of Fill on South end of Bldg. -6s2r 15.6 116.5 100.7 95.0 6-28 3 West end of Fill on South end of Bldg. -52' 19. 1 122.9 103.3 96.5 6-29 1 I Middle of-Fill on South end of Bldg. -5�1 16.4 114.3 98.2 91 .4 6-29 2 West end of Fill on South end of Bldg. -521 17.6 129. 7 110.2 102.0 i 1 --- -- — - - - -- _._ �. L 31t U BY. --- ,,A, Contractor aerating 5�' lift so compaction could he achieved ir: the middle of fill area. ass Is C6r06r,i tide ---- -- _-_gt W Aur,04 . ..__ �Arm LM K(6 T r d' ' r C1 Mds p1981 W 1'~4" N TOOLED CA-UL-KED 4" lox to WI,4 x W1,4 �- E L EV. I od-o'' -- --A" GOl l c, BLOCK 4" GMA.1.J UL.AR 5 '� fz c L.R, 2,c 4 KEYWAY — - -G RAOw w 44 DWL. W 24"G,G, - w � N F-761. e n � v ' 07 e 1 r • COOT, WALL F Ca,w/ \it4 DW L LO Ca�" CASSIS CORPORATION Date: June 23, 1981 ADDENDUM 140. 1 To Plans and Specifications for Retail Store for TOYS "R" US, INC. Tigard, Oregon This Addendum No. 1 to the plans and specifications for the above captioned project supersedes all contrary and/or conflicting information on said plans and specifications which are hereby amended as follows: CHANGES TO THE DRAWINGS 1. Incorporate changes for Addendum 1 dated June 23, 1981 on all drawings: Al, A2, A3, A5, A6, A9, All, S2, S2, Ul, El and E2. 2. In addition to the above changes the following conditions are part of this addencum- (a) Inspection and approval of the Washington County Fire District No. 1 must be obtained prior to the covering of any interior wood framing In the vicinity of any utility runs and/or firestopping and prior to the occupancy of any portion of the building. I� ,?ON 20665 S.W. Blanton St. P.O. Box Y Aloha,Oregon 97006 5031649-8577 ST ,lune 19, 1981 Mr. Paul Huber Cassis Corporation 10820 Sunset Office Drive St. Louis, Missouri 63127 Dear Mr. Huber: Re: Toys-R-Us 10065 S. W. Cascade Boulevard The revised fixture and floor plansfor this occupancy which accompanied your letter of transmittal dated June 9, 1981 , have been examined with reference to Items No. 1 and 2 of our Plans Examination Report No. 1379 (copy enclosed) and currently applicable fire safety regulations. Insofar as the rearrangement of the exit facilities as shown on the drawings under discussion is concerned, although they could not be con- sidered as meeting the strict letter of the regulations, we feel that they will nevertheless fulfill the spirit and intent. Accordingly, the fixture/floor plan drawings, as revised, will satisfy Requirement No. 2 of the aforecited report. Referring now to the matter of lineal feet of exit width, from our tele- phone conversation we understand that the power-operated door assemblies indicated as Numbers 3 and 4 on the floor plan drawings will swing out- ward against the power operator by the application of a horizontal force of not to exceed 40 pounds. If these doors are identified by means of exit signs and there are instructions in letters not less than 2 inches in height and located roughly at eye level reading "IN EMERGENCY PUSH TO EXIT" on a contrasting background (or wording of a similar, nature) these openings may be considered as a portion of the prescribed exit width as addressed in Item No. 1 of the referred-to report. That is, according to our calculations, by the employment of these doors as exit doors, a total of 18 lineal feet of exit will be provided; i .e. more than suf- ficient to accormodete the calcu' ted potential occupant load. Fire prevention does not cost it pays Mr. Paul Huber June 19, 1981 Page 2 Subject to the toregoing comments and stipulations, the drawings under discussion are hereb, approved. Both copies have been referred to the City of Tigard Building Gnartment. One copy will remain with and become a part of the plans of record. The second copy will be given to the general contractor at the time the building permit is issued and the approved contract documents, which must remain at the job site, are transferred to him. The remaining requirements contained in Plans Exam- ination Report No. 1397 (i .e. Items 3 through 11 ) continue to apply. We trust this letter will be of assistance in clearing the way for the further development of the project. Please let us know if we can be of in any other way. Very y yours, W GTO COUNTY FIRE IS .RICT 0. 1 it ur odge Plans Examiner jcc cc: R. G. Deutsch Patrick L. Moore '- Ed Walden Inspector Jeffries Enclosure '.'d'(TES WIRK TIM PRO US 377" BUILDING PrERMIT APPLICATION TIGARD DATE THE(INDE11SIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEHFII-41 1!101GATED BUILDER PHOhli� OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPE0.11 FICATIO1`13. Jdb OWNC-8 PHONE LUT NO_ IR11 JCBADDHESS 1006 SW Lescads Olvd. Rochelle Park IQ 07662 ARCHITECT 7 C88318 Garp. 717 /471 ENGINEER BUILDER ownerw james C, AlbertaA4 ADDREss395 We Pnessic Str*mt Da$36k9 6tRUCTURE ANEW 1 0 REMODEL Cl ACDITION C1 REPAIR D RENEWAL 0 FIRE DAMAGE El DEMOLITION D 1- -1 CARPORT I-J GARAGE 0 STORAGE 0 SLABO FENCE RESIDENCE IN COMM [71 EDUCATIONAL El GOV'T [.3 RELIGIOUS E) PATIO E OCCUPANCY LAND USE ZONE BLD(I.TYPE III FIREZONE -- PLAN CHECK BY _ �_hHEAT—.- -n— Site Work - Permit includes grading, paving, concrete work, store sanitary sewers. lande,.-spinU__4LArrAgAnon--Ryst-emo qEWEPPERMITN 233(,5 - OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALLJ�_ BUILDING DEPARTMENT SETBACKS FRONT SEE PLANLIFAR LEFT SIDE RIGAT SIDE ' 50 Permit 74, THIS PERMIT IS ISSUED SUBJECT TO Tll,c REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AN9 ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check `31.29 'WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE or THIS PERMIT DOES NOT WAIVE Sub-total ` 7l1.79 ' RESTRICTIVE COV--_NANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 'LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 4%1 16, 98 .cl?, •'00,101Q I - SDC - e. Total $730. 0 't .4 0 Y_ - — PDC# _JiPP_UfAWT OR—AGENT /-)- ,i PHONE Approvedcjl,lhReceipt Nn,_ 7 DATE INSP. TYPE INSPEC"ION REMARKS PLUMBING DATE Permit No. Rough-in Fixture Final HEATING Contractor Permit No. Gas of Oil Rough in Final SEWER Final DRIVEWAY Final Storm Drainagp (Rain Drain)Final Sidewalk Curb&Street Final Approach J BLDG_ DEPT FIWic— TEMPORARY TIFICATE Final CERTIFICATE OCCUPANCY Landscaping Zoning Final BUILDING PERMIT APPLICATION TIGARD DATE 19 41 ' THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE_ --- i,;�x LOT NO. �dO1�, 1,,�-- OWNER— ;- �' ''ti" _—JOBADDRESS 1006", 561Lasp©de •JlUU• _ �rJ7 /�j y Neu ROCh911o, N0 07662 ARCHITECT (:asgia Corp.5t. Lcju! r' BUILDER UADDRESS 595 W. P� ssaic Street DESIGNER James C. Alberts ' fi. /�Q c�'��(�`Q ENGINEER T STRUCTURE 3 NEW C REMODEL_ ❑ ADDITION ❑ REPAIR _❑ RENEWAL L] FIRE DAMAGE ❑ DEMOLITION RESIDENCE IN COMM 1:1 EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE G SLAB❑ FENCE OCCUPANCY 8^?LAND USE ZONE C--3 BLDG.TYP_E IIIN FIRE ZONE PLANCHECKBY duh HEAT 9aB ro,. .:,truct retail toy Sales Building. All plrans end ads code, _ ,— Seperat.e permits required For plumbing, mechanical h auto. fire SPr.ink? — -- -- _ "systems. SEWER PERMIT OCC.LOAD u FLOOR LOAD 7 1) HEIGHT 29 NO.STORIES 1 _AREA44 r 2 5t3 N0.BEDROOMS --- VA_Ltly _ BUILDING DEPARTMENT _ SETBACKS FRONT 174 REAR 29 LEFT SIDE 20's—RIGHT SIDE Permlt ,4':j8.00THIS PERMIT 13 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 Plan Check _ 729. O WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE - • ' i = • �J WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 4" 58.32 Total %2t828,52 snc-- �� ,. . + -... 1 {J'► � � By Pi PDCN PA PLICANTQRANE-N-f — ---- duh Receipt No. Approved ADDRE PHONE I — DATE INSP. TYPE INSPECTION REMARKS PLUMBING - DATE_- Contracto ------r �y Permit Nu — Rough-in Fixture / <'^�c c-�• �'° Final --qw - _��T r.�a//. • e/r c.� 6 HEATING Contracto(,t41,-k,r te g,,,m�y�t ZtAb at Permit No. --� Gas or Oil -- <( Rough-in — -- - _--S/ � /�i /R/ .�_�iw—r--S/�• -QC.- -— — Final _.- -- SEWR — —. --- -- Final _ - — /_'/- ' DRIVEWAY Final Storm Drainer (Reln Drain)fin � Sidewalk X.t�fl Curb&S eet Final - - -— - —-�f-----.._ ----- Approach --- - BLDG DEPT.FINAL TEMPORARY CERTIFIr_ATE OCCUPANCY Firel CERTWICATE OCCUP/l(ICY - i1 Chll _ --r7-� �- � Landscaping / i Zoning Final — -- LT BUILDING PERMIT APPLICATION TIGAP:) THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR Tf iE WORK 1'iEREIN INDICATED BUILDER PHONE OR ASS OWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. 20( OWVEP PHONE BHs�lt�t� ;ER OV. k JOB ADDRESS A00(06, 91u aIL5 T LOT N0./130 IFI-47C _ 3 9 ?" W. Ya s Q G S'f• ARCHITECT- fit a -- 'w �� ENGINEER 1 BUILCER AODFESS L!� W%s�� —a"\JwM!'�C �b�'�• Or STRUCTURE NEW-T❑ REMODEL _ Cl ADDITION -_-❑ REPAIR 0 RENEWAL �❑ FIRE DAMAGE ❑ DEMOLITION 0 RESIDENCE COMM ❑ EDUCATIONAL 1:3GOV'T Cl RELIGIOUS A/❑ PATIO ClCAR r ORT ❑ GARAGE Cl STORAGE ❑ S1A8❑ FENCE -&. U'r--Ar— �2_..LAND USE ZONE �: _BLDG.TYPE �IJ.—FIRE ZONE-=—PLAN CHECK BY HEAT_ 110, .� SEWER PERM IT — --- --- _ _22y� Gba — OCG.LOAD FLOOR LOAD HEIGHT -- NO. P .ST &,ORIES -- AREA_ _- NO.BEDROOMS VALUE BUILDING DEPARTMENT � SET BACKS FRONT 3V�& ( VEAR L.EF- SICE � RIGHTSIDE P!i,MIt THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDOIG CODL, 701`1 04c; REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGPEED THA."I THE IPIanCheck 7,,27 WORK WILL BE DONE IN ACCCiIPANCE WITH THE PLANS 14NO SPECIFICATIONS AND IN COt.:PLIANCE r r� WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PCRVIT DOES NST WAIVE '^/? RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE-SEPARATE PERMITS REQUIRED FGA SEWER,PLUMBING AND HEATING. i State Tax SDC—Total Q. ` ,{ � ��/( +" 2 PDC# APPLICANT OF A.G_ENT,.Q�+�[rQ ^� I_ BY — v Receipt No. los 2v ��f�l v'rl CS`_Yv._�c��'f� 100 ;14)6.21-1100 _ Approved ADDRESS PHONE SOC - - PDC - S # -- SEWER CONNECTION £ 13,oya 19-) 7u (? 76' " SEWER INSPECTION S SD SEWER SURCHARGE S _ �,(7 J-O �'mm�cP7�R S2�•Sl �[ 3 5 (\ ,6 F 1 6.20 . fY�-_-- yz� Read :jCoTr//�o► sen( 6A �o) 222.Oovl G 6 40, t citl�KQtr�TT ? hea r�,e. P*Aj a l �/1A I i r��Sef 19 G11OMFe 11 GNU �D•�►-� g�1e las�r .�'I.rr►�, G n ,I r 474'• 50 + 237 - 2f + 474 . 50 X 0 . 04 = 18 . 98 0•G 18 . 98 + ✓ 2 , 82.13 • 52. + 003 002 U • C 3 , 5;9 . 2 S 1 0 , f`j0 • 00 + 003 1 , 458 . 00 + 1 , / 58 . 00 X 22 , 7.09 . 2 L 0 . 40 = 001 583 .20 i , 2092GT 1 , 450 . 00 x� 0 . 04 a 0 • C 58 • 32 729 . 00 + 593 . 20 + 58 • 32 + 004 2 , 828 . 52. 1 001 2 , 828 . 52GT 000 0 . 00IT 1 To 2 � - - , y - _ 3 76 BUILDING PERMIT APPLICATION TIGAa:) oArE�,�+Q• - /��19'� THE UNDERSIGNED HEREBY APPLI'S FOR A PERMIT FOR THE WORK HEREIN IINDICA I tD BUILDERPHONE _ nR AS SHOWN ANL)APPROVED IN T-iE.,CCOP,'PANYING PLA�1S AND SPECIFICATIONS.(2e'I)OV1NER PHOPiE 4 - :2t n 11 yI X11 n T LOT NO.l� G:L•,Ec, TO XT 01'W V JOB ADDRESS .7 SW CO$CO In e- ARCHI TELT ay 11 5 VA4.l bK�� 3 W. ��SGLI f• ENGINEER ti BUILDER � ,/ — ADDRESS ADDITION C STRUCTURE NEW REMODEL :J ;I REPAIR � b — C7 RENEWAL _LJ FIRE DAMAGE CDEtIOLITIO iJ RESIDENCE Y COM!1 ❑ EDUCATIONAL+ ❑ GOVT C RELIGIOUS�C PA710 Cl CARPORT ❑ GARAGE u S)OPAGE ❑ SLAB❑ FENC Ci--COPANCY I3-zLAND USE ZONE 1 BLDG.TYPE ��!�FIRE ZONE-�--^PLAN CHECK BY HEAT ag Yio 1�014x�j#A- SEvVER PERMIT x OCC.LOAC !/(,p FLOOR LOAD 7S HEIGHT NO.STORIES AREA��a NO.BEDROOMS VA.Lu- M6 r BUILCING D-EPART!AENT _ SET_BACKS FRONT 174 _REAR 29— LEFT SICE RIGHT SIDE (AS' M> ``rmrt 4 4(fy•00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONF CONTAINED IN THE BUILDING CODE,LOPI:'J iO1nCheck �21.00 REGULATIONS AND ALL APPLICABLE CODES AND ORCINNACN�:EZ, AND IT IS i FZEBY AGREED THAT TH _ WORK WILL BE DONE IN ACCOP-CANCE WITH THE PLANS AND SPECIFICAT;'-�Na AND IN CO3'i;PLIANc WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PER7:111 COFS NOT WAIV ;— __ ___` Vy 3•Z� RESTRICTIVE COVENANTS. CONTRACTOR AND SU3 COPT i RACTORS TO HAVE CUNRENT CIT'{ EUCII;Ec -- LICENSE_SEPARATE PERMITS REOUIRF0 FOR SEWER,PLI1;`.±?;,`IC AND HEATING. -tats rax • 3 � total SOC-- ��2�,,i�2VN PDC# APPLICANT RAG NT o By - �o1B D � b7k` �. ? pie ------//-- Receipt No. _� �-- to �Ot7 Xy,f Approved ADORESPONE ff��---- -- Low"s,1A 4ftuv? G 3127 _ SGC : PDC s SEWER CONNECTION S pp SEWER INSPECTION S >Pe >Ne- SEWER SURCHARGE S rr)P.cA dIEUCTFG3 SF TrELUSEDUCTLU ITOYS 11"USIR im GXREAL ESTATE &CONSTRUCTION DEPARTMENT DATE // Joe NO 395 WEST PASSAIC SF pOC11ELEE PARK.N!07652 12(11 045 9322 ATTENTIO GENTLEMEN: ----..---- WE ARE SENDING YOU Attached Under separate cover via __, the following items: ❑ Shop drawings C_; Prints i-' Plans C7 Sampl U Specifications ❑ Copy of letter f Change order COPIES DATE NO. DESCRIPTION -- THE EMERIf Express N(JN-NEGO TI AEILE t ePal SS AIRBILL 47SUED BY EMERY AIR FRkIGHT CORP.mi.rON,CT.IMB97,SUBJECT TO CONDITIONS OF CONTRACT ON RFVERSE SID£. i CTTY CFP TI 7 ROUTE: ro: 1 �ttILG7NG t)Tf'AT2Th1>r.t DATE: + ,-� EIGHT: 1.1420 S.W. "•45.ir at . ORDER THIS D S ED: STOP blare,, OT, REMA.ttri Iiotick CHARGES: SER EQUE ZIP i C]CASH BY SHIPPER EMERY EXPRESS:❑CARTON SHIPPERS ACCOUNT NO, ©BILL TO SHIPPER GOV T. ©ENVELOPE CASH By Tx3NSIGNEE n HOLD FOR AIRFJRT PICKUP BILL TO CONSIGNEE PHONE REPORT OF DELIV'ERV u BILL TO?NERD PARTY WRITTEN PROOF OF OELN ERY ElCOMA'r ADDITIONAL VALUATION 09L ❑SATURDAY DELIVERY r3. DESTINAT!OP, COPY COPY TO - SIGNED f - ---- FORM 240-2 A Asbahom CAI' d)Inc.(Groton.Mw.014W If enclosures ere not as noted, kindly iotify us at once. �-- � � M Oil 1 A't Z . Ck.) for foe 10ii-14 14 x OW�4. RT, ? 1 -7 5(0,. t, Flaw lwom 4A Oeki om„l: r rote: , Tev,45 �G .Ao`�O'�� Paul J. Huber, P.E. CASSIS Vice President CORPORATION to=Sunset Uffice Drive Suite 100 F,•. Louis, Missouri 133127 13141921.1100 CASaIS CORPORATION 10820 Sunset Office Dr. Ste. 100 ST. LOUIS, MISSOURI 63127 DATE ,'/� t�(314) 821.1100 re SUBJECT" � .DoN 140vu),ck - 7 L-[)c? � 1�' � � /1U - St�lc S C i T y of 7drpcel /L`T"LQ 5�t .. Na�� = ''Jarjn ItelP,� >�►+Q. A.i IN r TUA&-o u _.______._ ......_.....__. � �G[_ Let-- PLEASF REPLY [] Ala REPLY.. SIONED NECESSARY � i s, LAIL n � SUBSURFACE INVESTIGATION FOR TOYS-R-US TIGARD, OREGON TO CASSIS CORPORATION ST. LOUIS, MISSOURI BY STS ENGINEERS, INC. GEOTECHNICAL ENGINEERS ST. LOUIS, MISSOURI APRIL 1981 " JOB NO. 60609 ar �, w sllll STS ENGINEERS, INC. 1009 EXECUTIVE PARKWAY 314-5761172 St. Louis,Missouri 83141 April 13, 1981 Cassis Corporation 10820 Sunset Office Drive Suite 100 St. Louis, Missouri 63127 Attn: Mr. Pat 1Ioore TOYS-R-US CASCADE BOULEVARD TIGARD, OREGON Gentlemen: Transmitted herewith are the results of a soils and foundation investigation made. at the site of the proposed Toys-R-Us store on Cascade Boulevard in Tigard, Oregon. The results of our study indi- cate that the one-story building can be founded on shallow spread footings designed conservatively for bearing within the natural soils or engineered fill . About 1 to 211' of soft wat peat and other organic materials covering the lower ground to the south 14111 need to he excavated and wasted over about 607 of the building area. The areal extent and thickness of the surficial peat laver can be determined by a series of shallow exploratory pits excavated with a backhoe. Relo- cating the building site northward could result in improved drainap CONSULTING SOIL AND FOUNDATION ENGINEERS John A do Monte,P E. CHICAGO,PEORIA,ROCKFORD.ILLINOIS•LAFAYETTE,INDIANA•WAShINOTON.D.C. I ^� John P. Gnsedinger,P. E • Clyde N Baker,Jr.,P. E • LANSING,MARQUETTE,MICHIGAN • MINNEAPOI.A,VIRGINIA, • Engineering An4lysis-'Report9 Robert G Lukas,P.,PE.. E, MINNESOTA • RALIC'rIH,N'IRTH CAROLINA • EISMARCK, NORTH DAKOTA • Construction Quality Control 5atder A.GIIt,PhD. FAIRFAX,VIRGINIA • GREEN SAY,MILWAUKEE,OSHKOSH,SUPERIOR,WAUSAU, I • Feundstion&)rings and Testing WISCONSIN • KARACHI,PAKISTAN • MADRID,SPAIN 0 JEDDAV,SAUDI ARANA Page 2 Cassis Corporation April 13, 1981 less encounter of peat in the building area and less yardage of fill placement-. This is important as compaction of natural. onsite silty soils will be difficult, particularly in wet weather, and fill. quantities should be minimized. Except for the absence of surficial peat, boring data on the higher ground was essentially similar to the lower ground. If you desire additional information concL-rning this report, please do not hesitate to contact us. Very truly yours, STS ENGINEERS, INC. 7 rr"o' Jeff C. Olson, P.E. Geotechnical Engineer 9v-" a. So 4101ato. r8.s.) John A. deMonte, P.E. Consulting Engineer JCO & JAD:js TABLE OF CONTENT PAGE INTRODUCTION . . . . . . . . . . . . . . . . . . . 1 PROJECT DESCRIPTION . _ . . . . . . . . . . . . 1 FLELD EXPLORATION . . . . . . . . . . . . . . . . 1 LABORATORY TESTS . . . . . . . . . . . . . . 2 SITE DESCRIPTION . . . . . . . . . . . . . . . . . 2 SOIL PROFILE . . . . . . . . . . . . . . . . . . . 3 GROUNDWATER CONDITIONS . . . . . . . . . . . . . . 3 CONCLUSIONS AND RECOMMENDATIONS . . . . . . . . . 3 FOUNDATIONS . . . . . . . . . . . . . . . . . S EARTHWORK OPERATIONS . . . . . . . . . . . . 4 SLAB-ON-GRADE . . . . . . . . . . . . . . . . 5 EXTERIOR PAVEMENTS . . . . . . . . . . . . . 6 POTENTIAL CONSTRUCTION PROBLEMS . . . . . . . 7 REVIEW, OBSERVATIONS AND TESTS . . . . . . . 7 GENERAL QUALIFICATIONS . . . . . . . . . . . . . . I-III EXHIBITS FIGURE BORING LOCATION PLAN . . . . . . . . . . . . . . . 1 SUMMARY OF LABORATORY TEST DATA . . . . . . . . . 2-3 APPENDIX 'A' LOGS OF BORINGS GENERAL NOTES t INTRODUCTION This report presents the results of a soil and foundation Investigation for the proposed Toys-R-Us building on Cascade Boulevard in Tigard, Oregon. The purpose of the investigation is to determine the subsurface conditions by analyzing and eval- uating field and laboratory test data, and to make foundation recommendations. PROJECT DESCRIPTION The proposed 43,000 sq. ft. structure will have dimensions of 217' X 193' . The retail facility with mezzanine floor will have load bearing concrete block w,.11s and interior columns having a bay spacing of. 46'-10" X 36'-7". Estimated interior column loads are 95 to 100 1- ,,j. No basement is planned. The first floor will be at about Elev. 181. FIELD EXPLORATION Five borings were drilled on '18 March 1981 at the locations shown by figure 1. 'The borings were drilled to a depth of 21.5' using a 8!W" diameter hcllow stem auger. Disturbed soil samples were obtained generally at 2' ' intervals of depth in the upper 10' and then at 5' intervals according to the standard penetration test (ASTM D-1586) . Borings were located and drilled by T & T -2- Drilling, Inc. Ground surface elevations at tle boring positions are approximate; they were interpolated from topographic site plan prepared by .Jerry S. Maris, Professional Land Surveyor, dated March 30, 1981. LABORATORY TESTS Laboratory tests on soil samples were made for the determina- tion of index properties and broad volume change characteristics. Test data were obtained for soil classification, water content, and Atterberg limits. Test results are shown on the attached figures. SITE DESCRIPTION The site is bounded by tracks of the Southern Pacific Railroad and Cascade Boulevard to the west and east, respecti ely. The ground surface is terraced, sloping from a hi.gi► area at the north building corner of about Elay. 189, down to the tower level at the southwest corner at Elev. 175±. Exposed soft peat, local ponding of surface water, brush and small trees were observed at the lower ground. The rest of the site is grass-covered without trees. Sur- face drainage Is t:o the south, and the flow is carried by a shallop drainage ditch which parallels a railroad spur just across the western property line. About 6" to 12" of water, 4' to 5' wide, was observed in the ditch at the time of drilling. Previous fill -3- placement wag evident at the northwest areas of the site as pieces of concrete were observed in the surface of the soil. The only two buildings in the vicinity, both apparently in good structural condition, are light structures established at near street elevation. SOIL PROFILE There is 1' to 211' of soft wet peat covering the southerly lower ground of the site, including about 60% of the building area. Underlying the peat and commencing at the higher ground surface in borings B-1 and B-2, the site has an upper 3' to 7'1' thick layer of soft to firm silty clay. It is usually followed by loose to medium dense sandy silt, then medium dense silty sand or silt. A noted increase in relative density was observed in the soils below 10' . GROUNDWATER CONDITIONS Groundwater was observed to enter the borings while drilling or sampling at a depth of 7' on the lower ground and between 12.5' and 16' on the higher ground. CONCLUSIONS AND RECOMMENDATIONS 1. Foundations - Conservatively designed spread footings may he founded within the natural soils or within engineered fill fol- lowing a suitable program of earthwork and subgrade preparation. -4- It is recommended that shallow spread footings be designed for net allowable bearing pressures of 2,000 and 1,500 psf for sluare and continuous footings, respectively. The bases of exterior footings should be founded at least 3' below final grade. We estimate minor footing settlements of about Y'. Continuous wall footings should have a minimum width of 2' , and should be able to span at least 15' . Every effort should be made to avoid remolding or disturbing subgrades or the inundation of footing excavations. All loose materials st.ould be removed be- fore concrete is poured. 2. Earthwork Operatir:ns - The construction sequence should commence with stripping areas of vegetation, topsoil, and removal of peat. The deptl-. of removal is expected to range between a few Inches and ab-,ut 2�' . The building area should be proofrolled with a heavy roller or the heaviest construction equipment avail- able (minimum 25 ton lo«ded tandem axle dump truck) . Any soft or unstable areas deliieated by proofroll.ing should be undercut and replaced as necessary with engineered fill.. The planned first floor elevation together with the necessary excavation and replace- ment could require about 7' of fill on the south portion of the building site and about 9' of cut at the north corner. Natural -5•- onsite silty clay and silt are suitable for use as engineered fill. The silts will be more difficult to compact than the silty clay and will require closer control of moistire. All earth fill and back- fill should be placed in lifts n.ot exceeding 8„ loose thickness and compacted to 95% cf standard. Proctor density (ASTM D-698) . As- compacted water contents should be between -2% and +37 of optimum water content. The natural soils were several percent wet of opti- mum at the time of drilling and may require discing and aeration for drying to reduce the water content before successful compaction can be achieved. Final exterior grades should ensure positive drainage away from the building. Ponded water adjacent to foundations could soften subgrades and result in settlement. Downspouts should dis- charge well away from exterior walls. 3. Slab-on-grade - Slab-on-grade design should incorporate a free-draining granular laver at least 4" thick, overlaid with a 6-mil polyethylene vapor barrier, "Moistop", or the equivalent. The granular layer should be coarse, uniform material preferably graded between the 3/4" and #4 sieves with not more than 107 pass- ing the #40 sieve. Design should anticipate small relative move- ments between the floor slab-on-grade and walls and columns. -6- 4. Exterior Pavements - The entire area of the parking lot should be proofrolled to d-lineate soft areas and to stabilize loose soil pockets near the surface. The silt subgrade is highly frost susceptible. Recommended paving design is shown in the following table: RECOMMENDED PAVEMENT DESIGN FULL-DEPTH ASPHALT FLEXIBLE PAVEMENT (ALTERNATIVE) ASPHALTIC PAVED SAND STONE BASE CONCRETE AREA SUBBASE * COURSE SURFACING** Automobiles & Parking 4" 6" 2" 6" Truck Lanes & Parking 5" g�� 211 �� Notes: * Processed gravel or stone base (hard local trap rock) ** Hot mix asphalt All stone base courses, processed aggregate base or gravel base, should be compacted to 100% of Modified Proctor Density (ASTM D-1557) . The provision of good drainage is important to pavement per- formance. We understand that satisfactory results have been ob- tained on similar_ subgrades with a 7" thick unreinforced concrete slab in truck dock areas. We would be pleased to provide guide -7- specifications for 'Bituminous Concrete Binder Course' , 'Surface Course' , 'Sand Subbase' , 'Rolled Gravel Base' , and 'Processed Aggregate Base' upon request . 5. Potential Construction Problems - Major construction prob- lems relating to foundations and earthwork have not been indicated by the borings. Any water which accumulates in footing excavations can be controlled by pumping from sumps. Pumping, when required, should he conducted from outside of the bearing surfaces and below the bottom of excavations. The silts, sandy silts and silty sands are highly s+►sceptible to loss of strength when disturbed, frost action and surficial erosion. 6. Review, Observations and Tests - All stripping and grading operations, earthwork, and subgrade preparation for footings, floors and pavement should be carried out under the observations and tests of a soil engineer or his representative. We request the oppor- tunity to review appropriate portions of plans and specifications before they are used in the field. GENERAL QUALIFICATIONS This report has been prepared in order to aid in the evalu- ation of this property, and to assist the architect and/or engineer in the design of this project. The scope is limited to the specific project and 13cation described herein, sand our description of the project represents our understandings of the significant aspects relevant to soil and foundation character- istics. In the event that any changes in the design or location of the building as outlined in this report, are planned, we should be informed so the changes can be reviewed and the con- clusions of this report modified or approved in writing by the soil and foundation engineer. It is recommended that all construction operations dealing with earthwork and foundati.)ns be reviewed by an experienced soil engineer to provide information on which to base a decision whether the design requirements are fulfilled in the actual construction. If you vAsh, we would welcome the opportunity to provide field construction services for you during construction. The analysis and rec mmendations submitted in this report are based upon the d,z`a obtained from the soil borings perfor- med at the locations indicated on the location diagram, and from any other information discussed in this report. This re- port does not reflect any variations which may occur between LL these borings. In the performance of subsurface investigations, specific information is obtained at specific locations at speci- fic times. However, it is a well-known fact that variations in soil and rock conditions exist on most sites between boring lo- cations, and alio such situations as ground water levels vary from time to time. The nature and extent of variations may not become eviuent until the course of construction. If variations then appear evident, it will be necessary for a re-evaluation of the recommendations of this report after performing on-site observations during the construction period and noting the characteristics of any variations. Because of the possibility of these uranticipated subsur- face ccnd:I.tiuns occurring, we recommend that a "changed condition" clause be provided in the contract, both with the general con- tractor and in contracts with sub-contractors involved in the foundation and earthwork construction. it is felt that the in- clusion of this clause will permit. contractors to give lower prices, because they will not need to provide as much in con- tingencies as they normally would if equitable ad)ustment of changed conditions will minimize conflicts and litigation with the attendant delays and costs. Furthermore, by the immediate III recognition and adjustment in contract price at the time any changed conditions are encountered, the immense problem of try- ing to recreate facts when litigation develops later is elimi- nated. A mediation/arbitration procedure is recommended in the event that the owner, contractor and professionals do not agree on the changed conditions at the moment they are disclosed. If you wish, we would be pleased to furnish additional infor- mation pertaining to this procedure. EXHIBITS 1 1401± to Southern Pacific Railroad Tracks B-3 B-2 Proposed Toy s-R-Us 701± to South Building Property Line B--4 B-5 B-1 - J145'± to Cascade Boulevard North �� Scale: 1" 60' BOUNG LOCATION PLAN STS ENGINEERS, INC. TOYS-R-US ST. LOUIS, MISSOURI Y�__T I GARD, OREGON _ JCo 4/81 60609 Fi . isd'a31VaNnNNI 03NIANOJ - WnWIXVW 313nSS3'dd 113MS %'isd l @ a31Va N c -NnNI '30NVH� 3Wn10A I m x u }sl'SS3HiS N011Val -lOSNOD3Md a31VWI1S3 J Oj ls+l 'SS3b1S p� N30bn9N3AO DMISIX3 O �D S3:9nJ11 - Viva 3'ONVHJ 3Wn10A a O 0 %'aN3 - 121v1S ►� -j 1N31N0:) S31VM x IS31 10 MAI CL 2 < � u 0 z Cc Rinou viva 1vIXVla1 W %'3anlly! lv Nrva1S W Z f• O z jsl HIDN3211S O nb 3AISS3MdW0:) 09 z 0 )s� H1ON3b1S d� 3AISS3bdW0:) Y. 3Mn71i - viva 0 WS NIVS9 W 99 w %'llWll )I1Svld N O rl CL N N N CL ZO %`llWil alnbll „y ^ � ri cn cn h � — ZA pd '1H'J13M 1lNn .Aaa U %'1N3iN0:) H31V M 00 co M 4 cn N �o Ln Ln o m N m 00 N lvsn1VN 39VHP,v 0o r4 r♦ n N 14 00 c+1 W of c+1 n �D c+i (n t1 v1 N fn M N cn m N c'1 N N1 m N m m I7 N M N IOBWAS NOI1V>131SSV1.) 0 a : : : -- d 1- 0 -- _ : d a _ N a 110S a311IN11 v 7C 7� 7C 0 .noC, cno `n `n `n ocno `r, cncr, z >!'Hld3a 3ldWVS s '�-+ rel I I I I I I � 1 I 1 I 1 Y 1 1 1 I 1 R] c+'10cn000 Ln 0, V10 .'1000 R+ N v1 1� O in O N Vn 1- O v1 O N Ln h. O Ln O 7 0 -4 .i N .4 r! N r J N 1 V1 MSINnN lld IS31 NO 7N12108 -4 ^+ c 1 PO 4 PO A - W t� - - - W - - H H I t) BORING OR TEST PIT NUMBER ►GC 1 'ald N r r N r r N r r 4!0C3 O till 0 V v tV to N O 1n O o N O to o In N ray O O O In O lr 0 0 0 lr O V+ O O O In O to �1 I l l l i 1 1 1 1 1 1 N r r 1D of IN r r 1 of1 41.1 1 N r r1 "1 1D 1 t SAMPLE DEPTH,ft. z �+ r ?1o r • ro1r • N+ o rrnr • o r.� o v+ o in Ln in is Ln in v+ in v+ " UNIFIED SOIL P ° r ., CLASSIFICATION SYMBOL N W N A w w N W W N W N W W N W W N J' w �D w rn r .i w vn ao w ao r N v l-' w oo AVERAGE NATURAL Ln n" oo ko ra r LD o Lm in rn Ili w .o 00 0o w WATER CONTENT,% n DRY UNIT WEIGHT, pcf > V1 "' LIQUID LIMIT,% 0 0 O o N PLASTIC LIMIT,% G � GRAIN SIZE Q DATA - FIGURE 9" COMPRESSIVE Qp STRENGTH tsf r VV Z COMPRESSIVE Qu p STRENGTH tsf ? O O Z rm STRAIN AT FAILURE,% rn TRIAXIAL DATA FIGURE m O Z TYPE OF TEST > > D WATER CONTENT '- c4 START - END. # 9 a VOLUME CHANGE DATA FIGURES !n rn 0 EXISTING OVERBURDEN `D STRESS, ksf < O r _ C UJIMATED PRECONSOL- DATION STRESS, ksf n Z �D VOLUME CHANGE, INUN- C1 co DATED Ca. 1 psi,% SWEI L PRESSURE MAXIMI'M - CONFINED INNUNDATED,psi Isd'a31VONnNNI 03NI3N07 wnwlXVw 311nSS311d 113MS F %'!sd L TD a31Va 00 j -NnNI '30NVHJ 3wnlOA o0 ate+ Z 'SS3KS NOIlV01 -10SN03 Md a31VWI1S3 — O )sal 'SS3M1S N30Mn9M3AO 0NI1SIX3 0 W S3Mn013 V1V0 30NVH:)3wn10A of C) a 0 ce 'V,'ON3 - 1MV1S CL ti 1N31NOJ M31VM > x 1S31 10 3du 0. FS Q (J ►- — z ce 3Mn013 V1V0 1vlxVlMl W W %'3Mnllv3 d 1V NIV)IIS Z O Z 151 H10N3KS O nb 3AISS31ldw0:) ag z C 1sl H10N3dlS m db 3AISS3MdwOJ — y, W1914 - VIVO O UIS NIVMO W �i of %'llwll Jl1SVld O N OCL CV N OC z z %'i Iwn alnbn O H v +- pd '1H013M llNn AMO 6-1J U %'1N31NOJ M31VM 1VMn1VN 30V113AV oa m `o Q` `o Q` C'I C'l CJ N N N [�1 r+1 K1 t•1 f'1 c'1 IO9wAS NOIlvJIAISSVI:) � X = 0 d llos a3lAlNn cn ten -! oV, o ono • 4 %.Do ri • O 'M'Hld3a 31dwVS `o ?` .�4 1-4 N �? � N O V1U V10C O V10V1000 N V1 1l O 1n O N O 11 O V) O rl -1 N rl r-1 N fs: 1 M39wf1N lld 1511 NO ONINO13 '^ _ n oe � BORING OR TEST PIT NUMBER ~ C NH� F NM0En Olnp -4 to OlnO vinN SAMPLE DEPTH.ft. x oino ou+ o to V1 1n W to V+ SOIL P = pCLASSIFICATION SYMBOL w W W W W 41 N N W W N h) on r w o N N �o rn � F, 10 0o AVERAGE NATURAL to r. a% N w N Oo %0 N -j Un li WATER CONTENT,% n – r> N DRY UNIT WEIGHT, pcf �+ > Vf W C w ? LIQUID LIMIT,% GZ i A t N N 0 D PLASTIC LIMIT,% GRAIN SIZE G DATA - FIGURE '* COMPRESSIVE Qp STRENGTH tsf O G Z COMPRESSIVE Qu p STRENGTH Isf _T O O —. Z rm STRAIN AT FAILURE,% TRIAXIAL DATA • `.a FIGURE Z 0 TYPE OF TEST x > D `_^ r- f1 WATER CONTENT '- �+ START - END,9F 0 000 0 VOLUME CHANGE DATA FIGURES 0 a� 0 EXISTING OVERBURDEN `o STRESS, ksfO ESTIMATED PRECONSOL- 3 (DATION STRESS, ksf n S F, T v Z 0o VOLUME CHANGE, INUN- DATED 'a) 1 psi, 4, SWELL PRESSURE MAXIMUM - CONFINED INNUNDATED, psi APPENDIX IC WRING LOG SHEET 1 OF 1 PROJECT NAME Toys-R-Us - Tigard, Oregon PROJECT NO. 60609 01 DATE 3-18-8 or B-1 PROJECT LOCATION Cascade Blvd. RIO Pearson-.Allen D-70 GEOLOGIST BW DRILLER TT WATER ENTERS11. 5' ',p SURFACE ELEVATION 189± ELEVATION DATUM MSL DEPTH SAMPLEDESCRIPTION U.S.0 SPECIAL NOTES AND 0 TYPE NEC. RESIST FIELD OBSERVATIONS Soft, brown and gray, silty clay, with CL Boring advanced trace organics - wet with 8Y" diameter hollow stem auger 2 SS 1 2 5 2 Loose, brown, sandy silt - wet I"d SS 3 3 3 SS 4 5 1 — 1 SS 3 3 Water enters 1 3 SS 9 Medium dense, gray silt, with trace ML 12 to some sand - wet 20- 2 Loose SS 4 5 � — Bottom @ 21.5' 2 BORING LOG SHEET l OF 1_ PROJECT NAME _ Toys-R-lis - Tigard, Oregon PROJECT NO. 6Q6Q9 .0, DATE 3-18-81 V/ B-2 PROJECT LOCATION Cascade Blvd. RIG Pearson-Allen D=70 � 16.0'WD GEOLOGIST BW — DRILLER TT WATER ENTERS SURFACE ELEVATION 183+ ELEVATION DATUM MSL DEPTH SAMPLE U.S.C. PECIAL NOTES AND TYPE NEC. RESIST DESCRIPTION FIELD OBSERVATIONS lON ry Soft to firm, brown and gray, silty clay, CL Boring advanced with trace sand and organics - wet with hollow w s diameter stem auger 1 SS 2 2 5 3 SS 4 3 Loose, brown, sandy silt - wet ML SS 3 6 10- 2 SS 2 4 15- 5 Medium dense, gray silt, with trace ML SS 5 sand - wet Water enters 5 I 20- 3 SS 4 7 Bottom @ 21." t 2 *Two- - W. BORINQ Loc SHEET 1 OF 1 PROJECT NAME Toys-R-Us - Tigard, Oregon PROJECT NO. 60609 DATE 3-19-81 V B-3 PROJECT LOCATION Cascade Blvd. RIO Pearson-Aller, D-70 GEOLOGIST BW DRILLER TT WATFA ENTERS @ 7.O WD SURFACE ELEVATION 175± ELEVATION DATUM MSL (slight seepage) DEPTH SAMPLE DESCRIPTION U.S.0 SPECIAL NOTE: AND 0 TYPE NEC. RESIST FIELD OBSERVATIONS °W Peat - soft, wet Pt Boring advanced with SY' diameter hollow stem auger 2 Firm, brown and gray, silty clay, with CL SS 3 trace sand and organics - wet 5 5 2 Loose, brown, sandy silt wet ML SS 3 3 Water enters SS -2 Loose, gray silt, with trace sand - wet ML 2 10- 3 Medium dense, gray, silty sand - wet SM SS 4 7 1 3 SS 6 Medium dense, gray silt, with trace ML 6 sand - wet 2 6 SS 18 13 _ Bottom @ 21.5' STS BORING LOG SHEET 1 OF �. 1 PROJECT NAINIE Toys-R-Us - Tiga'.d, Oregon PROTECT NO. 606 09 � DATE 3-18-81 ' $-4 PROJECT LOCATION Cascade Blvd, pIG Pearson-Allen D--70 GEOLOGIST BW DRILLER TT WATER ENTERS @ 7•0 1 WD SURFACE ELEVATION 180± ELEVATION DATUM MSL DEPTH SAMPLE DESCRIPTION U.S.0 FIELDSCI L NOTES AND ONS 0 TAPE NEC. RESIST °Wffoy-S Peat - soft, wet Pt Boring advanced with 8�" diameter hollow stem auger Firm, brown and gray, silty clay, CL 2 with trace sand and organics - wet SS 1 5 5 2 - SS 3 Loose, brown, sandy silt - wet ML 6 Water enters 4 SS 3 3 1 4 SS 7 Medium dense, gray, silty sand - wet SM 10 I 15 6 — SS 8 9 20- 7 Medium dense, gray, sandy silt - wet ML SS 7 Bottom @ 21 .5' 25-1 I STS �,INC„ BORING LOC {MEET 1 OF 1 PROJECT NAME Toys-R-Us - Tigard, Oregon PROJECT No. 606 DATE 3-18-81 PROJECT LOCATION Cascade Blvd. RIG Pearson-Allen D-70 B-5 �-- GEOLOGIST BW DRILLER TT WATER ENTERS Q 7.0'WD SURFACE ELEVATION__l 7 9 t ELEVATION DATUM MSL -- DEPTH SAMPLEDEfCRIPTIONPECIAL NOTES AND U.S.C.U i C TYPE REC. RESIST FIELD OBSERVATIONS 0 0 Peat - soft, a�et Pt Boring advanced 6„ with 8' " diameter hollow stem auger 2 Firm, brown and gray, silty clay, with CL SS 2 trace sand and organics - wet 4 5 No organics 2 SS 4 5 Water enters SS 3 2 loose, brown, handy silt - eget ML 3 1 4 Becoming medium dense and gray SS 6 1 — 9 1 SS 57 Medium dense, gray silt, with trace ML 7 sand - wet 20-_ 5 SS 7 5 Bottom (a 21.5' 25.. STS ENQRdE.ERS.MSC. GENERAL NOTES DRILLING&SAMPLING S'.'MBOLS: SS Split Spoon - 1 3/8"I.D.,2"O.D.,unless OS Osterberg Sampler- 3"Shelby Tube otherwise noted HS Hollow Stem Auger ST Shelby Tube 2"O.D.,unless otherwise noted WS Wash Sample PA Power Auger FT Fish Trail DB Diamond Bit - NX: BX: AX RB Rock Bit AS Auger Sample SS Bulk Sample JS Jar Sample PM Pressuremeter test-in situ VS Vane Shear ; '.r„dard'•N'•Penetration Blows per foot of a 140 pound hit• mer falling 30 inches on a 2 inch OD split spoon,except where noted WATER LEVEL MEASUREMFNT SYMBOLS. WL Water Leve, WCI Wet Cave In DCI Dry Cave In WS While Samplinq WD . While Drilling BCR Before Casing Removal ACR After Casing flemoval AR After Boring Water levels indicated on the boring logs are the levels measured in the boring at the times indicated In pervious soils,the indicated elevations are considered reliable ground o ater levels. In impervious soils,the accurate determination of ground water elevations is not possible in even several days observation,and additional evidence of ground water elevations must be sought. GRADATION DESCRIPTION &TERMINOLOGY: Coarse Grained or Granular Srils have more than 50%of their dry weight retained on a #200 sieve;they ace described as houlders, cobbles, gravel or sand F ine Grained Soils have less than 504,of their dry weight retained on a #200 sieve they are described as. clays or clayey silts if they are cohesive, and silts if they are noncohesive In addibon to gradation, granular soils are defined on the basis of their relative in-place density and fine grained soils on the basis of their strength or consistency,and their plasticity. Major Descriptive Term(s) Component (Of Components Also Percent of Of Sample Site Range Present in Sample) Dry Weight Boulders Over 8 in (200mm) Trace 1 9 Cobbles 8 in to 3 it, 1 rttle to- 19 (200mm to 75mm) Gravel 3 in tr) 94 sieve Some 20- 34 175mm to 2mm) Sand #4 to H 200 sieve And 35 56 (2mm to 074mm) Silt Passing #200 sieve 10.074mm to 0.005mm) Clay Smaller than 0 005mm CONSISTENCY OF COHESIVE SOILS. RELA rIVE 12ENSITY Q (;RANULAR SOILS Unconfined Como Strength,Ou,isf Consistence N Blows/ft, Relative Density <025 Very Soft 0- 3 Very Loose 025 0.49 Soft 4 - 9 Loose 0.50 0.99 Medium (Firm) 10-29 Medium Dense 100 1,99 Stiff 30 -49 Dense 2.00 399 Wery Stiff s0-80 Vert Dense 4.00- 8.00 Hard 80+ Extrwmely Dense >8.00 Very Hard Qp = Unconfinee compressive strength in tons per square foot (TSF) obtained with calibrated penetrometer STS ENGINEERS, INC.-- 11: ~ 20665 S.W. Blanton St. P.O. Box Y Es Aloha,Oregon 97006 503/649.8577 June 8, 1981 Mr. Ed Walden, Administrator Tigard Building Department 12420 S. W. Main Street Tigard, Oregon 97223 Dear Mr. Walden: Re: Toys-R-Us S. W. Cascade Boulevard Enclosed herewith is a copy of our Plans Examination Report No. 1379 resulting from review of the contract documents for this project and listing therein deficiencies acid requirements with respect to fire safety regulations. It will be noted that we have denied approval of these documents based primarily upon the issues as addressed in Items No. 1 and 2 of this report. However, on Monday, June 8, 1981 , vie were contacted by the project architect, Mr. Paul Huber and have had the opportunity of discussing what we perceive to be exiting deficiencies with respect to the plans as submitted. As a result of these discussions, we believe that the issues addressed in Items 1 anc' 2 of this report will be satisfactorily resolved. For example, from our telephone convIersation, we understand that; door assemblies no. 3 and 4 (power-operated automatic entry doors) will be fitted with "breakaway" devices and will swing in an outward direction upon the exertion of a lateral force of riot to exceed 40 pounds applied at the normal push plate location. In addition, instructions such as "IN EMERGENCY PUSH TO OPEN" will be printed upon the door at normal eye level in each instance. Further, these doors will be designated as exits by standard electrically illuminated exit signs. Accordingly, they may serve as the additional lineal feet of exit, the issue addressed in Item No. 1 . pe Fire prevention does not cost it pays Mr. Ed Walden June 8, 1981 Page 2 Turning now to the issue of exits through the stock room, Mr. Huber has stipulated to extending the sales area to the location of exit door no. 19 and employing a pair of doors at this location. In conjunction with this, exit door no. 11 will be relocated roughly 12 feet east of the location as shown on Drawing Sheet A-1 and an exit passage, of sorts, will be con- structed between the industrial chain link fence and stock area 110. A revised floor plan drawing incorporating these changes is being forwarded to us. Accordingly, and based upon the foregoing stipulations, we have no objections to the issuance of a building permit insofar as this office is concerned; it being understood that all requirements li�;ted in Report No. 1379 will be observed, addressed and satisfactorily resolved during the course of the construction of the building. In any case, we are hopeful that this letter will assist in clearing the way for the further development of the project. Please let us know if you have any questions or if this office can be of service in any other way. The c tract documents are ing returned to you under separate cover. Very t ly yours, WAS GTO OUNTY FIRE ST ICT 1 Wilburn dge Plans Examiner jcc cc: Paul Huber Inspector Jeffries Enclosure Washington County Fire District No. 1 A��t� 20665 S.Vb'. Blanton Street Mailing Address: P.O. Box Y UST Aloha, Oregon 97007 Aloha, Oregon 97006 Bureau of Fire Prevention 649-8577 Plans Examination Rcport No. 1379 County Plan No. Building __TDy$-R-Us - -----_---- tnc Occu _ r. > B-2 Mercan�iLe__- . S_. W_.- Cascade B1 vd. _ `_Construction Type- III-N Architect/Designer_ __Cassis CoUorationAddress St. LouiS, Missouri _ Owner_ Toys-R-Us, Inc. Scott Mad - 4640 S. W. _Macadam #210 - _--Address c/o cosen Stories_--1 First Story Area_ 42,276 Sq.ft. Basement Area none - __Attic Height__ none Draft Stops none req Fire walls__ _— none req. Exits.- 7* 24 ft. -------- --- - -- --- _ and Total Width Stairs_. 3* _/Enclosed no _-- Other Vertical Shafts none /Enclosed - -" __ -_ - Sprinlders_je Area Covered___enti re bl d —,q• _.- ----Manual Alarm _., no _--__-_- Standpipes - n0Combustion Detection no /Type- '- /AreaCovered -- Floor--,---concrete _-- ---- _Ceiling eXROSed 5t1'UCtUre Roof built up_ Sir. Members SteelLC-.M.U. _—_--Wall Co%er(Ext.) --C•. .M�_ Ur___- -- (Int.)---- HeatingSystemforced air Fuel gas --_Cooling System integral L.M. pack The plansfor the above described project were referred to this office 5-29-81 _ and reviewed__-6-5-81 __for conforrnit.v with .S•ta'c and District fire safery laws and regulations. Listed as,follows are applicable requirements for which tre hate found no provisions in our e.turninution of Nte drawings, general notes and/or specifications. 1 . Regarding the notes on Sheet C-1 of the drawings concerning floor areas, occupancy loads and so on, our calculation, indicate that the sales area will have a gross floor area of 25,760 square feet and, therefore, a potentia'i occupant load of 659 based upon one person for each 30 square feet of floor area. Accordingly, a full 17 lineal feet of exit width from the sales avea is required. From our interpre- t * the drawings, onl 1 lineal feet •;s proposed. Th-it is, an additional 2 linea feet of exit widt i st be provided. (ref: c. 3301 and 3302 C. ) Donald E. oy Fire Mars al S CONTINUED By lans Examit r/ ' struction Insp r cc: Ed Wald Inspector Jeffries For-n900/3 Reiiced 10/80 FIRE PREVENTION DOES NOT COST • IT PAYS Plans Examination Report No. 1397 Toys-R-Us Page 2 2. From our interpretation of the floor plan drawings, three pruposed exit: from the sales area will lead through stock rooms. Exits are not permitted to pass through storerooms or spaces used for similar purposes. It is required that exit passageways be provided from the sales area to exterior exit doors. (ref: Sec. 3302 U.B.C. ) 3. All exit doors must be openable from the inside at all times for immeuiate exit without the use of a key, special knowledge or effort; except that keyed deadlocks may be employed if they are of the "indicating type' (i .e. being distinguishable as being locked when in the locked position) and there is posted on or over the door, in each instance, a sign reading "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than 1 inch in height on a contrasting background. Where pairs of doors are employed as exits (e.g. door assemblies no. 1 and 2) when the "active" leaf is unlocked the "in- active" leaf must be free to swing without the operation of any other latching device. Flush, edge or surface bolts or any other type of device that may be used to restrain the doors, other than the locking mechanism, are prohibited. (ref: Sec. 12. 104 U.F.C. ) 4. The exit signs must be illuminated by means of two lamps of not less than 15 watts each and must be served by two electrical circuits , one of which is separate from all other circuits within the building (i .e. an emergency circuit) . The second circuit may be taken from the normal illumination fixtures. From our examination of the electrical drawings and review of the electrical specifications we could not discern if the circuit extending from thr- exit light to the emergency battery pack illumination fixtures was for the purpose of providing power to the battery charger or for both illuminating the emergency illumination fixtures and the exit signs. That is, if the battery pack which is provided for illumination of the emergency fixtures will also illuminate the exit signs the circuit form the battery pack may be considered as the emergency circuit. Clarification of this issue must be provided to this office. (ref: Sec. 12. 113 U.F.C. ) 5. The power-operated door assemblies (door assemblies no. 1 and 2) must be oppnable upon failure of the power supply by the exertion of a lateral force against the push plate of not more than 40 pounds. The closing fort` of said doors, measured at the closing style, must nit exceed 40 pounds at any point in the closing arc. (ref: Sec. 3303 U.B.C. ) 6. Regarding Section 6A-15-C of the specifications concerning firestopping, in all walls and partitions firestopping consisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required: a) at all ceili,ig lines. b) at maximum vertical intervals of 10 feet. c) at maximum horizontal intervals of 10 feet as in he case of double stud walls and partitions. d) in all furred spaces and all similar locations to the effect that the maximum dimension of any combustible concealed space is 10 feet or less. Plans Examination Report No. 1397 Toys-R-Us Page 3 Penetrations made in this prescribed firestopping to accommodate wiring, plumbing, duct work and similar utility runs must be packed, following the installation of said utility runs, in a manner which will effectively maintain the integrity of the firestopping and cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2517 U.B.C. ) 7. The automatic sprinkler system must be fully and electrically supervised in- cluding all control valves and water flow alarm equipment. Supervision must terminate at the Fire Alarm Center of Washington County Fire District No. 1 or an approved central station such as American District Telegraph. (ref: Sec. 3802 U.B.C. ) 8. Automatic sprinkler coverage must be extended to all combustible spaces such as the tunnel of the "control tower. " (ref: Sec. 10.301 U.F.C. ) 9. One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the construction site throughout all phases of construction and must be made available to building and fire inspectors for reference during prescribed construction inspections. (ref: Sec. 303 U.B.C. ) 10. Inspection and approval of construction by this office is required: a) prior to cover of any interior wood framing following the installation of the utility runs and firestopping referred to in Item no. 6 of this report. b) prior to occupancy of the build4ng or any portion of the building. (ref: Sec. 305 U.B.C. ) 11 . Prior to the occupancy of the building, or any portion thereof, a Certificate of Occupancy or other writter authorization must be obtained from the Tigard Build- ing Department. SPECIAL NOTICE: DUE TO THE NATURE AND NUMBER OF (APPARENT) DEFICIENI;IES IN THESE CONTRACT DOCUMENTS WITH RESPECT TO FIRE SAFETY REGULATIONS., WE ARE OBLIGED TO WITHHOLD APPROVAL 10 THE ISSUANCE OF THE BUILDING PERMIT UNTIL THEN ARE SATISFACTORILY RESOLVED. PARTICULAR REFERENCE IS MADE TO THE APPARENT EXIT DEC'ICIENCIES AS REFERRED TO IN ITEMS NO. 1 AND NO. 2 ABOVE. THE REFERENCE NOTE b!HICH FOLLOWS EACH LISTED ITEM REFERS TO THE UNIFORM BUILDING, UNIFORM MECHANICAL OR UNIFORM FIRE CODES (1979 EDITION) ALL OF WHICH ARE ADOPTED REGULATIONS OF THIS JURISDICTION. PLEASE CONTACT THIS OFFICE IF ANY QUESTIONS ARISE REGARDING THE FOREGOING OR IF WE CAN BE OF SERVICE IN ANY OTHER WAY. Plans Examination Report No. 1397 Toys-R-Us Page 4 Notes to District Inspector: A suspended acoustical tile ceiling system will be installed above the administrat4tee office area. The space above the ceiling will approximate 1 ,085 square feet in area. The stairways referred to in the project description consist of one exterior stairway from the rear of the building adjacent to the receiving and shipping area. A stairway to the platform level of the "control " tower (a mezzanine floor) and a steel ladder to the "security cage" in the administrative office area. Regarding the matter of sprinkler coverage, please refer to items no. 7 and 8 of this report. Tigerd Building Department -_ PLAN CHECK REPORT Buildirig __-7 _ 2 _ _ • n _- .�- permit# A d d r e s s -- �8 �D .. _ �_w_ dA�0.0l�_. �Yl�• ------- ---- ��°b lam. Occupancy ?: Building Ty;. e Floor area 0. _ — 1, '� /�'Q_ 2Qfiet Z/0!1 _ Total Area y�, 23"$ �— Allowable Area000 . --T---- _ _ Allowable increases r Occupant Load _ ^ sq. Ft. a _ 30 sq. ft./ occupant= O•Sd sq. Ft. ;a 30 sq. ft./ occupant= SS /A 1S` --� �� sq, Ft. 9 _/0-0—sq. ft./ Accu pant_ Aft Other ___-_ Ded4 aoe, 4 _ Q Total load _ ??-01-&-- o�� —---- ---- Value _,"_ ;2J sq. ft. a _ � sq, ft.= i C7 00 _T ALL, Permit — + __ � — x Plan Check ---1A2-3--' * FDOY S�3 to 4 a S16•.3z_ Total :' $2,8. L + ?'i Pa.�►�`i-�. Sewer _ 8 —_.._ acres=_�g— D.U . s x Surcharge Insp. Fee 1.510 Total --43 -ZW- Parking �� _ Spaces 3 50. 00/space .__- S-`r✓�-� Comments : --- _5, .� �9�2-1 :2/7- Y'le f/I el- 7 --- Via- aA C 27-41r 10 /6 47 7t! 7AW - 15,1050 l aOJ bl f CASSIS CORPORATION May 29, 1981 Mr. Don Howlck City of Tigard 12420 S. W. Main Tlgard, Oregon 97223 Re: TOYS "R" US, INC. Tigard, Oregon Dear Mr. HowIf;k: Enclosed for your flies, please find a copy of structural calculations on the above re- ferenced protect. Also, note that my State of Oregon Enylneering Registration seal is shown on this correspondence. The drawings dated 4120181 that you have received were done un- der my supervision. If there are any additional outstanding items that your office requires prior to Issuing a Building Permit, please contact this office. Respectfully, CASSIS CORPORATION James C. Alberts 4J(,'Alkmb PR Fir1 Enclosure ,co r4rF,-) ` , , / cc. Phil LaGala - �j 5 V Joe Rlcrlardo Rudy Deustch OREGON }� i ✓9� iii 21, c' 10820 Sunset Office Drive, Suite 100...St. Louis, Missouri 63127...Phone(314)821-1100...TWX 910-780-1472 PAYY -� -- 096752 Puroletor MFNTs(CHECK Di1ei Purolator Sky Courier y gr,Y NO: A PIA PREPAID ❑COLLECT GrSN Puranw CGWW cap —'— - DATE FORM CODE ORIG AREA 1)AT AIRPURi bESI .AIRPORT PUROLATOR ACCOUNT NUMBLR TO BE BILLED +� t MONTH DAY YEAR FROM ICOMf'Ar1V NAMFI TO!COMPANY IJAMFI F �I env df als c ETRE T ADDRESS LA 9TR4ET ADDRESS tsm lwnsst offlop Ar/w tlM�f.II►. MSM f,IIV STATE ZIP(.UI)F -- CITY STATE ZIP OR POSTAL CODF � dt. LOWS M ' O I 2 P o f R EgEyCE NO ,. - SPECIAL INSTRUCTIONS U T o I SCI '� ROUTE DATE�M! h SHIP"SIGHyUPF � --__`--/ - - COURIER SIGNATURE � , * � X �/c-dLs''t -w� a/ E -� "L� __�. X �! E.CRIF110N�F CON NiF� PIECES WEIGHT FIECLARED VAI LIE I I ICIll D BPL ASSEMBLY❑DIST HDL A AY. ( � �� r .J H E FREIGHT ADV. 78101 AVIV REST vAI UATION CCD AMOUNT CODE AMOUNT CODF AMOUNT TOTAL 1---I 1 _. _..- --1_ PEf, BY ISI U(L �- I I''Qj pry, 'IIAF DELIVERED BY ISIGNAIUDF1 ROUTE DATE I TIME ....-- �ED PR AFF G►N Fac_s�/O !Qr 10;105 r �I CASSIS �� J doje St�'f!S R VS-M&& ,DP �. No. CORPORATION 0 N � BY Date Sheetof �l . C. G., /171 Project ;?1��,� No. 6/� CASSIS CORPORATION Subject (grrg.4, B1'l date 4/ 141 8/ Sheet 2 of ROO I XV44 GM Rwr D/A/,vww4M /R AAAUa. l9ix .107 td.T N fid w w. (AA641 Chi Pul Ae HP4� Ar '•.A�t�y kcc {q'X 8001p x 217)(3 + (�3t►-X)JL 8�11.33x.14� 1�.3�Gdo i�r�uea 7'07A4 .l,#r.4A, p ��Y K 8o'��a x M;kX ) E . w s 4-wa ilc8� lacy A�.OX• F,a/, fyt/F�� = .y�� !�7/� x a,-7 X19 "?�� I w � C A .g :3 s Project TAU 7►4AAD =L No. lace CORPORATION Subject By - f oat ¢/17/0) Sheet 5 of NOV- Cowe eMw.,.er /�' 4c+t.� �vtA�c+ ovAcc. CMu - 6*00s Al Pm 13 S-0 AO Psi 17 Pc� All ��:..e�T��,,/ 0'q'f•o. ova=� rv�✓,�� A"It.vr 't�� x /a' : f7la Ve T i1 it/c��y� TrMrs�.�! Aeta .wt Get„s .nMOM mqmLm�Mqmp% Al Alt Pr'0Ject7Rv 7/4ARU � No. gia4 CASSIS -- CORPORATION SubJect 60MAe4. Ca°e j4A14f- gff, By Jr Date 4117/9/ Sheet4- of Awsp-iay sre.ri oil 4r° 7a " eco Mo. Ce.°e � 3 aZw/ �c 8 x /,d ra 3 a 4 a.Ail A,94. 3. 44 = . l e.G v,. 4 /Qor 4gkl ,8Y 71 414G "� eO�T /J a•v�r Gwo f#Ao Ilev EMA0,9oao rd C.M.U. • //� /312 x.'7S' G:Ao✓T 444. a flaw p j Tj JPA. Q'i r� 4Q'p• A4 T. dr• ,dVUr CdVOct, /� O /U'41 /.l'' AtAn✓w y v..t�� a°�v Jb+/�I W AO 7210 C,vte,t/ � f 1 80 x IYA110.0. f 7�1%Ito •. 3814- 70V sie^) acc-,u .'. uv # ¢ COi 40 G1 4 Fact. KT. Zl wf-p ,",)o I?ld 6 r r' • r 1 r f i fr r;* Esy k� J �+ !" : r ftp,'i�i•..,. .� t. � •��'� 4MS{ R y ILI 1?of N �9 Ar 49, ` ..tl. yfi �. �� .til �. �y-•. i t�+ ft�� yi• Act VV r. . l i - - -_ - -_ 25X ca TAME 4 --DIAPHRAGM SHEAR VALUES IUs./LF.) TYPE 1.30 Span Side Lao anted Gage Connection ' — Galvanized To 6 0 T0" B'0" 9'0" 10 0„ 6'0" TO B'0 '0" 1 Suppanr 4 NONE 130 190 Ito 160 100 140 90 130 200 290 170LF - 250 150 220 "'.1 190 BP 24"cic 160 230 140 200 130 180 120 170 250 ! 330 220 29U 200 280 180 ! 230 BP t] 12"cic 200 260 180 240 170 220 160 200 300 380 180 340 250 310 240 290 22 TSW 4 24'.'.c/c 240 290 220 260 200 240 190 220 240 290 220 260 1 200 240 190 220 1 5W 360 290 330 280 350 270 300 310 360 290 330 280 310 1 270 300 W c!c 90 400 330 370 310 350 300 330 � 350 400 330 , 370 , 310 350 1 300 330 1 540 470 520 460 500 450 480 490 540 470 520 1180 500 1 450 ' 480 NONE 200 ~ 300 170 X250 150 220 130 i 200 310+-460 2l0 390 4J0 3401 210 300 BP M 24"c/c 240 340 210 300 190 270 180 240 370 510 330 . 440 300 390 1 270 350 SP M 12"cic 280 380 260 340 230 310 220 290 440 580 390 510 380 450 310 410 20 TSW 2/"c/c 340 440 310 400 290 370 280 350 340 480 350 430 330 390 310 360 SSW a 24"c/c 430 540 410 500 390 470 420 500 490 580 460 530 430 490 410 470 TSW a 12"cic 480 590 450 550 440 520 370 450 550 630 510 580 480 550 460 520 SSW 8 12"Ut 660 790 640 150 620 730 610 710 760 610 720 790 690 760 670 730 NONE 4370 53C 320 450 280 400 y 250 350 220 320 570 810 490 700 430 610 380 540 34. 1g0 BP M 24"c/c 420 580 370 500 330 450 300 410 270 370 650 890 570 780 510 690 4e0 620 420 570 OF 12"c/c 470 630 420 560 380 500 350 460 330 430 720 970 640 860 . 580 770 540 710 500 680 18 TSW M 24"cic 560 730 510 660 480 610 450 560 430 530 820 1010 740 890 670 810 630 740 590 L90 SSW it 21"Wt 690 860 640 800 610 740 580 710 560 680 1010 1200 920 1080 860 , 990 810 930 770 870 TSW 12"c/c 750 930 710 860 670 810 650 780 630 150 1100 1290 1020 1170 950 1090 910 1020 ' 870 970 0 12"c/c 1010 1200 970 1140 . 940 1090 910 1060 900 1040 1470_1660 1.390 1550 1330 '1460 1280 1390 1240 1340 -- —� - -.- --�—�-- —•_—1 __ NONE 530 710 460 640 400 560 350 500 320 450 826 1110 700 980 610 88 550 760 190 890 BP 24"clt SBO 800 510 690 450 620 410 560 380 510 900 1230 , 790 1070 1 700 950 630 850 1 580 780 BP 8 12"c/c 540 860 560 750 510 670 s,'0 610 430 570 980 1320 870 1160 780 1040 720 1 950 670 1 870 16 TSW D 24"cic 770 990 690 890 640 620 600 760 570 710 1180 1520 1070 '1370 1 990 1250 930 1170 880 1100 SSW it 24"c,c 920 1150 850 1060 800 990 770 930 740 890 1420 1780 1310 ;1630 1240 1520 ,1180 1440 1140 1310 TSW 12"cic 1000 t%40 930 1140 890 1070 850 ,1020 820 980 1540 1900,1440 1760 1360 1850 ,1310 '1570 1260 11510 SSW 4 12"c/c 1310 1570 1250 1480 11210 1420 1180 1370 1160 1340 2020 2410 1930 2270 1860 2180 1810 2110 1780 2060 1 BP — Button Punch 2 TSW — Top Seam Weld 1'h"Long SSW s Side Seam Weld 1'h"Lang 4 Diaphragm shear values for Type B-24 — Table 2• page 3 I WELD PATTERNS rte". w OMEN Now OMEN M rm M Mrwimp MEN MEMO" M mm"_ : . ffi• "moi ■ l�11� . � �I��. . �0 M ME N so amm- I IN IN OR WIN 09 ME MEMO - P-P-1q, rd ml§MME NNW 0 MEN No M Omni 'PC w F ■iii i =■� �i'�ii i= i ■ii=i� MK"M WOMEN NONE IN ■rye , �i■ �i ■ �--::�■ ■� i�� ■ �i � _�or iiiiiiMIN 0 "74T ri 101 ON 0 M 9 0 IL210 No 0 mom ■ �i� ■ NAME Is . .triIN ��s��ME NONE�� =o'�! gym' I �zl ��!�!�!! ; n,�IDh2��_!1 1111■1 ■ ■ M WE MlnzH V.2 ME aME ME MIMISMIM IN MISMIM 0 NNE am "It IMMUMMIN MISS ME IN 19 0 IMMUM 0 MEN PAI a ME M M M IN Ml IS I MI MI MEIN I W. MINE ME M ON IM M MMMM wgmml w 0 ME MIMMIN Roam OEM '■�i '�'�' ii ig�= iimom 0M IM ii 0 ME Aq So��i i=i■01'i: � :i:�ii:: ■ iii � TIn ■E_■E� _ �■■ • f 1 • MEN RUNWRow Now Moms■ n■. ■ ■■ ■ ■ ■ ■ ■■■ ■ R ■■■ ■ �M ■ r■® ■■■ ■■■ ■ - \ ■ ■ . ■ ..■ �:' !! !.1lR3■ MEMO M ■ 5 ■ISO Mid ■ ■ ■ NONE ■■II�II�� ■IfIaI�N.r■ J!A A:.. ■ .O■■ ■ ■ Mali . . r ■■ ■ rM 1 !Uf 0 ■ INN it W E M ■ ■��ii■if�!1 �ii■ ■ ■ ■ire 3®s�i"irINr �s�'�� an•�nrnrn•r• wwprm.arrrmunurw � �.'i'Cl/ 1�� ■rE ■ ■ FRAC it■ ■ii ■ No ■E■ NNIS, ■ IN ■ ■■ ■■ ■ NONE ■ U21 11 IS■ ■■ ■ ■ ■■ ��a■r■■■ � �� ■ - ■■ :c�loomEON■ ■ Imo!■ .�% ■ ■ ■ :� . _ , , - ; .■� r© �■r MOM ■ ■ ■ ■r �■■ ■■ ■■ ■ ■ ■■ ■i . .ir ■ ■■ r IN min !�: --! . l �ar�-. a ■.©�J1� � _.■_O_,_! ■ NOON ,��.�� ■� ■■ " ( �(.��r • . INN r �t ■NEM ■ . w.. ■NEEM ■ ■■ ■■EMM OEM NRNN laffiff . X- M MIN ■ ■��. � r■ ■EON ■ ■EM■Mr , Lr L1 1_,1 1_,r L-r 1_,1 Lr 1_1 4I .L � p OEM ■ OEM ON ■■ MME ANN' MUNN I Nw. mom moo 0 mom In PP99; M ME NONE nzNONE No RE mom on........�� `�i � ■� � : . MINE� �i iii h DESIGN SNOW LOAD 2 mi DESIGN SNOW LOAD ,L- P_� J j'p-h LOWER LEVEL OF MULTI-LEVEL ROOFS (WHEN UPPER ROOF IS PART OF SAME BUILDING OR ON AN ADJACENT BUILDING NOT MORE THAN 5 FEET AWAY) MAP SNOW LOADS (lbs/ft2) 25 30 35 W H DESIGN SNOW LOAD (IDs/ft2) IN FEET IN FEET 0 - 1.5 25 30 35 10 1.5 - 2.0 30 30 35 10 2.0 - 2.5 38 38 38 10 2.5 - 3.0 45 45 45 10 3.0 - 3.5 53 53 53 10 3.5 - 4.0 60 60 60 10 4.0 - 4.5 70 70 70 10 4.5 - 5.0 75 75 75 10 5.0 - 6.0 75 90 90 W - 2h 6.0 - 15.0 75 90 105 W - 2h 15.0 75 90 105 30 FIGURE 7-3b 7-45A Project No. CASSIS ASSOCIATES.:MC. Subject Roof F44ft— & 2357-59th Street Ely 3T Date Shee of St. Louis. Mo. 83110 = 1 ,Jfiw� z w-r 2 L= 23../., f-AeM To (1 ""'_#' f•'1t mom/ i0.6" N/ao .wu✓�Gi�to tm • Fri o✓ +(00234X)+ (1s:1-oX 3s,3'�f 40'Y, $ 7(J13 h VA V4 Aollil dot, 41we toxo roar 1.1i'y�� ri.4+k/, Ali= 133'k _1N,Ix w 2231 a�sl 1 3.71 11.7 0 L OCAS Gee O lAov1 Q ro d o 'Os" B� I►41 �E4 T7 136.91' of W o ( 314*) 13.40 f fsl s/ t(Al;/f 11"*.1k) +7W` 1 = ,+.x'1/• tc x 4.111 rr2a7Q 2S.�2k w' : (19fyt/� / il� ! 7 ¢�l 1 35.d! + ltoytF.13 t o / 31.9 58.7 * ,411. 43.aA. f 14�.7'k� t e•�•G�R. * 3 37,E ,�. a -6.►6 / 1�.t ' k 4v.« �v•�` t,.�r `M /4o t W 24 it 7 C R.M. = 351a 0) R AV ql• I I -� Project No. CASSIS ASSOCIATES,INC. Subject Roor F,gAi t-441- 2357-59th Stem By"7r Date Sheet /6'of St. Loins, Mo. 63110 BEAM LME F�•M �0 8�0 /Mat ¢F. a11+ 1146.7s') t to4.0Y --�- - �asfgk/, w (9.3 U 7 + � (3a /rK��.I�X . 7')+C9o'f'yX34,41Y�c �80y' � = 2 7c 4s.o G1,9 = (.0.E k t 2fo k. 4 12..'7 )X- r S14i �4•Z — l4{ = 233.��w t 8/. Q k= 3/(, A, �yY W .14- X 84- R.ns�NI / Fal+ , egm L..vei O fi��M re it 37:0 OfAfA (.at I FRor to 1' s' "1 2 �F3 A/t x JX.s'� * doe/, it 7o3 *4 .,c i 4 /CSI 04 7/77 .� ' Project No. CAssIs CORPORATION Subject By IT Date Sheet /(. of Gvrtrr Ci �AA�!' o'wy � . lJ .�s•Ae F/.elt C ® ,�(i.t�:c.. . ©-i�l � ©—► O , � . X9:0•. ills w a JIM ♦ 7.8'K SS+/0 t (9.r' K 80 4r-'�/, _ Jff w /o x.39 Accew L� : �!.I ' .: fi� .C Ar : as %I o S7s 41.3" a� icy p. r PAL gut R= /1'.tom. F f Project No. CASSIS ASSOCIATES,INC. Subject eel-umO s 2357-58th Street By -Tr Date Sheet of St. Louis, Mo. 631 If %L. COC. ,MA4ft, LEN4114 lCA J1-L[c7/ew)/�� L.•• 8R4. PkiWAQ REq'o. nl)c)) D)) tI, FO 17' 2s.rk W9xi4- / 6.tc .351 'KJ' /0 K ys. Cli)on,Ell) FII MNn. .1.77 A 1 N1° _. Bil)Alb/ A1 (A2 . -v f) 4 A$ , A4- Alk Al , A7. 17' 1lS.ak w 8 x 1�/ 27 it x w r yi. etSG c2) D2; CIl1)MO Gley F2/ Flo 11' Gqk, W gx28/ Iak- . S7 s X%i to x 11 X, 407 A Q RG BIO) 62 )FS,Fb Ot l e')0 17, W 8 x 31 Aix . r,S IL 31 /fix /Z x !14- .h•i� C�51 r�6t c5 � c�, �r' CS 1�' ��{k �x 5xA-11%7 . sF9 r�si I$K �s � 1 .171 Tues oft., ,Ploc a AC ea-von...) P+►NeS Tb be �lr,�.. — RQ.NR, w/ ¢*4 UEoer 44/. 03 wei a/2' •/v �t'lc!bL X G -- CAacr. P= N 4y Wax 2• ; • 41L C�ti• ..e eL� s 17.r3 k11 fM/ta : Ji'krra//.)4.108 r _ 3.19/,7 %, r A �+ �+ a Project No. CASSIS --' CORPORATION Subject By Uate Sheet /,5 of Pr. 41.+.,, 41.4u"4 ao.j , 04,9-0 4 /1.a rl) x, , cv pd* "& ,4-2 x 4.2A'- 1,71" 59,7 4 ' 4.e.�.-�/ �` � r-r A J �� I I ��1tfa..uw.. ,�e...�✓ �-t.s� �� C�D�ed,Zi�(-�'►7�, �a ' ° N MOUAQr = 074TF) (1,4 7C•/9,L ~ i 44,4` 00 P rl,7 lGay m -rlt- T n3 w 1. ir*A� K,-Tr- i:o4 4/42P IL n F6 = 41,48G. 1311 4X 96 3 Vui 'e,1f .�-3 it 4�7 ft t 7.r) 41 74'K t77 K A-4,C?' ) - 17,13 Fe so Qa s t 7.11w 4± 9,4 ,r /�,v"�+� �71 X94#') ,(�,y?) — ?,ll ' R,Qs01 l �?4 = f •3a 41,4d Project CASSIS No. CORPORATION Subject By Date Sheet i9 of LL• 3 O 4IO' COL, /cocf LUAO �'A4J Artn LoAf) L1� !l. L^A'l Jan X31 L4, it ir I A2. 44.44 f V4 rt 4,2" s K 1.Fd'K ,060; ss:r,µ n , 1.11 ♦j��o.IK /.� 2 1Y, A3 _ - �, ' R,ll;r s,1 /d,Id �..� /, 11,s A4- Kl.CK , J13r;, r ,}.77'x ,2Ml, * 3.')�` Is' 11,83 .� OF , w b1 41., 3�� g ,. 103 11' • 7-+" A9 AB Aro Chi" ♦ .24;a 3 Al 3 = — O ' Project No. CASSIS CORPORATION Subject By Date Sheet, of VI�.i r I.-f4. 4p. 4 6 Art 7,f 771 5 Z..O G4.� 9=0 R Q�OR l�6 j�•� J 143.Q Project CASSIS No. CORPORATION Subject BY Date Sheet of ---------- A3, •�4- A7 d 14/1 o — — a .. �. �71q'r Dili, N4.t; ,yro,� �r►� r�o (-!I$ IL 6 - �j3ll��►/� �11� blimp_ /►� ZG.3 4�G K (WYAl� s; Bb Fr, f_d,� 119,G f Lt)g ?lox 114 �4 ------------------ Project No. CASSIS -- CORPORATION Subject By Date Sheet �, of Ar R F M L A A6-1 i I I NOR STAFF REPORT SITE DESIGN REVIEW MAY 26, 1981 TIGARD CITY HALL, 12420 SW MAIN TIGARD, OR DOCKET: Site Design Review (SDR 13-81) TOYS "R" US, INC. APPLICANT: Pat Moore Cassis Corp. 10820 Sunset )ffice Drive St. Louis, MO 63127 LOCATION: South of the Portland Chain Building on Cascade Boulevard (Wash Co. Tax Map LSI 27C, lot 1802) REQUEST: For Site Design Review to construct large retail outlet PREVIOUS ACTION: Area recently was annexed to the City by Ordinance 81-21 - Cascade Annt,.ation. This parcel was zoned from a Comprehensive Plan Designation "M-4 Industrial Park" to "C-3 Retail" - Reference Zone Change 16-80 which passed the Planning Commission on August 5, 1980. (See letter dated August 11, 1.980 in ZC 16-80 file) . Zone Change 16-80 is the document which authorizes the current zoning to C3 following annexation. An ordinance will be prepared for Council adoption which will finally adopt -he C-3 Retail Zone. A Minor Land Partition was granted on April 24, 1981 MLP 3-81. Staff Action: SDR 13--81 is apprcved with the following conditions: 1. All conditions of Zone Change 16-80 and Minor Land Partition 3-81 shall be met prior to the issuance of. Building Permit. NOTE: Sign below to acknowledge conditions set forth fnr this project anu return to the City of Tigard Planning Department. Failure to acknwoledge will result in no further action on this project with regards to issuance of Building Permits or engineering approval . 91-9 tin gyre- p nt =��oo e- asst/orp - ------ 0,0 ate n: ore --- j Date inning 41rector e Howard STAFF REPORT WASH'NGTGN COUt",OP,EGOW4 FINAL ACTION TIG.3, D PLANNING DEPA?-a=--1IT A,pri.l 24, 1981 DO=T: MTNOR LA:dD PARTITION NLP 3-81 PO4 ASSOCIATES APPLICANT: PCM Associates 1200 Standard Plaza Portland, OR 97204 OFltiLR: Same APPLIC.ATICRI DATE: March 25, 1901 Slyd LOCATION: 9770 SW Scholls Ferry Road Tigard, OR 97223 Washington County Tax biap ISI 26C Lot 1802 RFQUEST: To partitior+ an 8.29 acre parcel into two lots 3.71 acres and 4.58 acres each. SIT- DESIG'Ll1ATION: Cotrorehensive Plan Designation C3 "General Cormr-ercial" PRZVIOUS ACTION: Cin august 5, 1980, the Tigard Planning Coa-nission approved a zone change from Conprehensive Plan Designation M 4 "Industrial Park" to C 3 "General Comn�--rcial% The Portland Metropolitan Area Local Clovernment Bou.zdary COT"Mussion annexed this pr er- into the City on March 5, 1981. The City council will hear the Zone Change Annexation on April 27, 1981. FINDINGS OF FACT: 1) The site will be zoned C3 in con.`.or;n_t,ice wl.til the Com, rehensive pl at annexation to the City by Council. Ordinance. an 2) Koll Business Center is west of the site, Highway 217 is to the east, With SC:1011S F�.rry Road to the north and Par Gas is located sout,1 o£ the site, 3) The site is ser-,ed by SI-17 Cascada Blvd, which is designar=d a major in the City ocollector f. Tigard Ccmpr2hcnsi*n Street plan: Major collectors require a sixty .IhO' ) foot right•-o£--way. Tile current right-c,f-ws on SW cascade is fifty (501 ) feet. At present, SW Cascada is in skL?'standar8 condition. 41 Water ser7ic-2 is available to the site. Sanitary sewer service is available to the site through ri?tzg,-r Sanitary Service!. Si-z Urainay= is a major ------------- 1220 N STAFF REPORT FINAL ACTION TIG-Mon PL.%Ii-NING DEP=.-=NIT April 24, 1981 M.C.P 3-81 Paga 2 of 3 problem in the Cascade Blvd area. 5) The proposed lot partitions are 3.71 acres and 4.58 aVAs. The existing Portland Chain building is on the 3.71 acre site. Toys "R" Us is proposing to construct a build-Lig on the 4.58 acre site. CONCLUSIONARY FINDINGS: 1) The proposed uses are in confo7.mance •aith the Comprehensive Plan. 2) S7 Cascade Blvd is not irapro<r�l t�� "major collector street standards" in front of the site. 3) Water and sewer are ava-Ilable to the site. STAFF DECISION) Staff recomrn_nds aopro-7al of MLP 3-E1 with the follo-aing conditions ; Xll A ncnrnmonstrarice agreement for both parcels shall b? signed for the v ` creatial of a site drainage district. 2) A nonre-monstrance agreement for the future improvznent o£ SW Ca;�cade shall be singed for. beth parcels. 3) The applicant shall apply for Site resign F--view for th" 4.58 acre site. 42 Grading and construction plans for all work in public rights-of-way and all other public improvaments sha1.1 be prepared by a registered professional engineer in accordance with City standards, and shall be Subni.tted to the I�lic Works Department. for review. V ilLl.l public improwmencs will require a Compliance Agreerr�nt ani must be 'c ;ignl approved by the Public Works Department, and must be either f'ulL_v and satis�:actorily constructed prior to the recording of any m.i.r.or 1an3 par-titian, or issaat:cQ of Building Fen,uts; SLr 2to the Cit 4 Of the estimated cost thereof prior to the recur ng of'any minor landpartiio for 19p,. o-- issuance of Building Pen-Lits. 5) V 5) City of Tigard approved Nonremonstrance Agre-mer!ts Must he recorded bar 4tz,hington County and returned to the City of T+gard Planning D'-Partr►ent lJsua .".e of euilcUng Permits or change of property 0c%mership. sh"�11 b� streetend par!-:ing areas shall be concrete or asphalt. All sidewalks STAFF FWPCF-T FI21?_r• ACTION T I O A RD PI..a:1-41 dG D PART-1E NT April 24, 1981 DLA 3-81 Page 3 of 3 day appeal period fraLn the data of apnro^al. ' 8) Any interference of septic system caused by this Minor Land partition shall be remedied before change of ownership. 9) All structures developed must meet minimum requirements for Fii9 and Life Sp�fety, and Structure Safety Code x_'quirements of tha City of Tigard. 10) No Occupancy permits shall be issued until all conditions placed upon this development by the City of Tigard ha r._ been satisfied and inspections verifying this ha-,r-- been carried out be the appropriate deparLment. 11) No changes will be made to approve3 plans cr spe cifications unless formal application is made to the appropriate City depart-m-ent and changes are approveG by that department. Application for changes will be mae-a in writing aricl shall include applicable drawings. 12) All proposed utilities shall be placed underground. Street lighting installations shall be approved by the Public Works Department. lAkri llk� -Prer�red L-Y Elizabeth Newton � provedb e Howard Assistant Plaruner le .'_,ig Director Sign halo:+ to ac-nowledge conditio:ts set forth for this project and r+�kurn to the City of Tigard Planning Department. Failure to ackn=,ilec�ge will res, It in no furl`ner. action on this projAct with regards to issuance of Building Permtts or engineering annrr,val. V Sig-.3ture Dzte Si atu-e - 0Y-,ner --------- Date S C AFF REPORT AGENDA 5.5 TIGARD PLA:^IING CO:•t-IISSION Auqust 5, 1980 - 7:30 p.m. SC:i0'L DISTRICT ADi�IINIST?AT:0N OFFIC S - BOAS 7,00'! 13137 SW Pacific Highway, Tigard No subrassion of material by applicant shall be made at the Public Haaring unless the applicant is requested to do so. Should this oc:•tir, the item will be tabled until the following Hearing. DOCA:ET: ZONE CH NGE, ZC 16-80 (PCM Associates/Frank 6 Associates) NPO #7 APPLICANT: C. R. Close (31NER. PCM ASSOCIATES FRANK AND ASSOCIATE'S 1200 Standard Plaza 6625 NE 82nd Avenue 1100 SW 6th Portland, Oregon 97220 Portland, Oregon 97204 APPLICATION DATE: June 16, 1980 SITE LOCATION: 9770 SW Scholls Ferry Road (Wash. Co. Tax Map 1S1 26C, Tax Lot 1802) 8.23 acres REQUEST: For a Comprehensive Plan Revision from Comprehensive Zane Map Designation M-4 "Industrial Park" to C-3 "General Commercial". STAFF NAPP.ATIVE. The primary issue here is the addition of retail space in an Industrial Park Zone. The Applicant wishes to change the Comprtshensive Plan on this parcel to a more desizable zone for retail use . Under the present Zone of M--4, retail sales are allowed "in conjunction with any of the foregoing Conditional Uses", one of which .is warehousing. The Applicant has mentioned to Staff that this section of the Code is not specific enough to insure retail development. Staff agrees . Under the proposed C-3 "General Co=ercial" designation, there is no question, nor is there a conflict with the Conditional Use Section. Portland Chain may or iaay not remai-n on this site . However, due to the fact that Koll Business Center is being constructed to the Westand Highway 217 is to the East with Scholls Ferry to the North, anci Par. Gas to the Soi!th, further development on this parcel will have very little effect to surrounding property if the number cf retail outlets is limited to large warehouse operations with retail. outlets . The Applicant mentions Washington Square and the "waiting list". Staft would -lot support a similar use on this property. is r^_qu ct sccru raaconawle because of tie area and what is presently takino place on other parcels along Cascade. Power Rents is close to retail, the difference being that what is taken off the property is returned. Par Gas has a small retail operation. Franz Bakery has a retail outlet also. STAFF REPORT AGc:IDA 5.5/ZC 16•-80 TI,A.r.D PI.A:'NING COM:'USSION August 5, 1930 Page 2 Will the entire Cascade Avenue area eventually go commercial? No. The area is well established as an industrial zone. One proposal f,r this site is for a large furniture warehouse with a retail outlet. If this Applicant had proposed a greater mrLber of retail outlets, Staff would not have made the recoc:.:i-endation included herein. It is further suggested that should this be come the case, the Applicant should return to the Planning Cor=ssion for approval of all future_ development. At the present time, Staff is working on a large arnexation proposal in this ar^a. We expect to be before the Council in Septemn(?r with the initial Resolution. If this request is approved by the Planning Commission, we would Zone the land C-3 at the ti.7e the Council approves the Annexation Ordinance following the Boundary COI1 ussLon Final Order. This process includes at least t-wo more Publir- Hearings . The NPO #7 Chairman has been notified of this proposal and we have not received comments. I. FINDINGS OF FACT: 1. This parcel has not been annexed to the City of Tigard. An annexation petition has been filed with the Planning Department and Staff expects Final. Action soon. 2. The current Comprehensive Plan Design,ati-. i is M-4. Applicant wishes to change the Comprehensive Plar Desiy-nation to C-3. 3. ( j iblic services are available to this site. Cascade Avenue at Schol7Ls Ferry Road is a lighted traffic intersection. II. C()NC",USIONARY FINDINGS: V( 1. Cascade Avenue is sub-standard. If development on this parcel occurs, the necessary improvements will-be made as a condition of development. 1.. Site drainage issues will be addressed at development. A local improvement district may be formed following annexation of several. parcels in this a.re,_ 3. All development will be subject to Site Design Review. IiI . STATE' RECO`A.'Tti'DATION: Sta', E recommends approval of this Co-mprehensi.ve Plan Revision with the following Conditions: 1. No Final Acton shall be taken on this request until this parcel is annexed to the City of Tigard, at wioich time it shall be Zoned C-3 "General Commercial". STF.=c REPORT Ar,'-:',','DA 5.5/ZC 16-80 TIGA2.D PL-PUNNING CO:-MISSION August 5, 1980 Page 3 2. If mare than tdo (2) retail outlets are contemplated for this parcel, the owner of the land shall apply for said use to the Planning romm.ission for approval. (This condition relates to the entire parcel including the present structure leased to Portland Chain) . 3. All development shall be subject to Site Design Review. ard, Planning Director f I i i C r 1 r �I I� e I � ( f j m { I