Loading...
7228 SW DURHAM ROAD BLDG O-1 V tJ N 00 G' W r.- V)V) x M r r Y 722, SW DURHAM RD BLDG 0(SHELL) PERMT rc"I TY OF TIGARD PERMIT1#: ELC96I0,264 COMM'SNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 04/29/96 13125 SW Nall Blvd. Tigard,Oregon 67223.8199 (503)639-4171 L31 6. PARCEL: 2S113AC-00100 SITE: ADDRLOS. . . : 072128 SW DURHAM Rl) #49M SUBDIVISION. . . . c ZONING: I--P BLOCK. . . . . . . . . . . 1-01.. . . . . . . . . . . . . . Project Description: Installing one signal circuit or a limited energy panel. ----•RESIDENTIAL UNIT-•---- ----TEMP SRVC/FEEDERS --- -------MISCELLANEOUS----- 1000 !3F OR LESS. . . . : 0 0 - 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500GF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 LIMITED E:.NERGY. . . . . : 0 401 - 600 amp. . . . . . . : o SIGNAL/PIANEL. . . . . . . : 1 MANF. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 r"NOR LABEL ( 10) . . . : 0 ..-•--SE.RVI(: Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd Tigard, OR 97223 Permit # _���9E' Q X6,1 Date Issued _ q - )E- 44 Phone (503) 639-4171 - -- CITY OF TIGA9ZD FAX (503) 684-7297 TDD No. (503) 684-2772 Inspection (503) 639-4175 l 1. Job Address: I 4. Complete Fee Schedule Below: �i 1 Name of Development Number of Inspections per permit allowed Address 7a.28 SCJ _ Service included Items Cost(ea) Sum City/State/Zip l/uard I /� q 7.1 Y 4a. Residential -per unit _- T 1000 sq. ft. or less $11000 Name (or narne of business)PAS 7 A[/a l /jL n Cl /'III / ,j Each additional 500 sq ft of portion thereof $2500 El Commercial ® Residential u Limited Energy --- $2500 Each Manufd Home or Modular Dwelling Service or Feeder $66 00 2 2a. Contractor installation only: -- 4b. Services or Feeders Installation.alteration or relocation Electrical Contractor C rl --- — 200 amps or less $6000 2 Address Y 5 SCJ c c rct- /)A'C.�.r .�/Ori 201 amps to 400 amps $8000 — 2 City_ � Sf to�— zip-9-1-7-4-:1 401 amps to 800 amps $12000 _ 2 801 amps l0 11870 amps $180.00 2 Phone No.. (-5o.-3) cl(w &" -33.33 over axle,amps or volts —- $34000 --_ 2 Job NO. .2 a L 1+ Reconnect only -� $5000 — 2 contractor's license NO. Q4P ;2o 7C I-C- 4c. Temporary Services or Feeders Contractor's Board Reg. No. -5 7 8 2 y Installat nn.alteration,or relocation Signature of Supr. Elec'n _ I00 amps or less 2 201 amps to 400 amps $50 00 - 2 License No Phone No. 94 8 .3333 401 amps to 600 amps _-- $50 00 2 Over 600 amps to 1000 volls — $10000 2b. For owner installations: see"b"above. 4d. Branch Circuits Print Ownel's N 1111F? _ New,alteration or extension per pane Address a)The fee for branch circuits with CityState Zip purchase of service or boder fee. — _ — Each branch circuit _ $500 Phone No. bI The fee for branch circuits without --- The installation is being made on property I own which is ofservlceorfeeder fee. not intended for sale, lease or rent. rlrst blanch circuit _ $35 00 Each additional branch circuit S5 no Owner's Signature_ 4e. Mlscellaneous (Service or feeder not included) 3. Plan Review section (if required): Each pump or Irrigation circle $4000 Each sign or outline lighting $4000 Signal clrcu8(s)or a IImBgd energy Please check appropriate Item and enter fee in section 58 panel,alteration or extension _� $40,00 Y 4 or more residential units in one structure Minor Labels(10) $10000 Service and feeder 225 amps or more _ System over 600 volts nominal 4L Each additional Inspection over Classified area or structure containing special occ-q,ancy the allowable, in any of the above as described it N E C Chapter 5 Perinspection $3500 ——� Per hour $5500 ---_ ----- Submit 2 sets of plans with application where any of the above In Plant SSS QO- -- apply. Not required for temporary construction services. 5. Fees: 5a. Enter total of above fees (, r_ NOTICE 5%Surcharge (05 X total fees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25% of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required (Sec 3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ _ COMMENCED. �wmcomaNw ❑ Trust Account p $ .� I Balance Due $ 10 o C CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd. Tigard,Oregon 97223.8199 (503)839-4171 F'LUMB I NG PIE RM I T P'EPMIT #. . . . . . . : PLM95-0,_.66 639-4171 DATE ISSUED: 09/26/95 l7� PARCEL: x:S 1 13AC--00.1.00 S I TE: ADDRESS. . . : 0 72-:2-8 SW DURHAM RD D SUBDIVISION. . . . : ZONING: I-F' OLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . CLASS OF WORK. . :NEW GARBAGE DISP'OSAL.S. . : MOBILE HOME SPACES. TYPE. OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW P'REVNTRS. . :2 0(--CUF'ANCY GRP. . :BE FLOOR DRAINS . . . . . . . TRAP'S. . . . . . . . . . . . . . . STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . . CATCH BASINS. . . . . . . . FIXTURES-•---•-----_.._.._..... LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . . URINALS. . . . . . . . . . . . . GREASE TRAP'S. . . . . . . . LAVATORIES. . . . . : OTHER FIXTURES. . . . . :8 TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . :500 WATER CLOSETS). . t WATER LINE (ft ) . . . . : 1Vr0 DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . : Remarks : CONSTRUCTION OF 1. NEW TILT•--UP, SLAB ON GRADE, B17-RKEI_EY ROOF, FULLY SPRINKL_ERED 27, 500 SO FT BUILDING. SHELL_ F'L_'.1MBING ONLY for, Bl.ti lding #188 (0) . Owner- : -- _.._._.____._..__---....------__.._._ _..___.__.._._..-.-----_-__.__._..__._..._. __._....-- FEES PACT RUST type amol.int by date 1^ecpt 15350 SW soun1A PKWY P'RMT $ 50. 00 JSD 09/26/95 95-270975 SUITE: 300 P'LCK $ 62. 50 JSD 09/26/95 95-270975 TIGARDND OR 97224 5PCT `K 1,2. 50 JSD 09/26/95 95-270975 Phone #: 624-6300 Contrar..tor•: _._.--••-•-_-.------____.___-__.._�__.. _______._.. ASSOCIATED PLUMBING COMPANY PO BOX 301362 PORTLAND OR 97230-9,362 ____________.._._____.._..._._..._____.___.___.___-.---•-.-._-- Phnne #: 2,56 -1685 $ 325. 01 TOTAL Reg #. . : 57890 -- ---- REOU I RED 114SPECT I ONS -----This uermit is issued subject to the regulations contained in the Sewer Inspection Tigard Municipal Code, State of Ure. Specialty Codes and all other I'At er^ Line I n s p applicable laws. All work will be done in accordance with M ;c. Inspection approved plans. This permit wil; expire if work is not started F 'lack fIow L'rev within 180 days of issuance, or if war► is suspended for more F a1 Inspection than 180 days. Permittee SignatLlt-v ��iic 1 Call for, inspection - 639--4175 9-2S-•1995 9: 13AM FROH ASSOCIATED PLBG. 256 0805 P G City of 'Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # 13125 SW Hall Blvd. Permit # Tigard, OR 97223 (503) 639A171 MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE "^ New Single Family Residences Only L r 0 1 BATH HOUSE$140.00 O 2 BATH NOUS[$195.00 Job ] VUr" O 3 11ATH HOUSE$225.00 Address ern,... a Fee includes all F lumbiny fixtures In the dwr.tirng and the first 100 feet of water service, sanitary sewer and storm sewer- See fees below. yFIXTURES QTY PRICE A—MT Sink - 0.00 9.00 Owner Tub or Tub/shower Crxnb 9.00 `y✓""'---- -- -°---- Shower Only 9.00 Water Ckrsel --__ -u-.__•__-_—, 9.00 9.00 Occupant 4 Y_ Gartage Disposal 9.00 _ Washing Machine 9.00 Floor [rain --- 9.00 °°""�• — All, Water Heater — 9.00 laundry Room Tray 9.00 Urinal -- 9.00 4SS0(;ct Ifil Pl .rFFaftres�Spen — 900 N+....�. nw 900 Crxilraelur Po Box 30174X56116 9.00 rw V 9.0000_ Pota)OL"d V.130 Sewer lit 100' 1 30.00 ()- m-*.V-;;=PZ �"`" r""" Sewer-ea. Addit 100' 4 15,Ou Q0 C(Q "610 Water Service 1st 100• -� 3000 p raM _- - I herby acknowledge that I have. read this application, that the Water Service ea. Addit, 200' 25.00 infemation given is correct, that I ant the owner or authorizul agent of -the owner, that plans submilted are in eomptianae with State taws, that Sturm&Rain Drain tst 100' 30.00 I am regalered with Vw Consbudkon Cantraciw's Rgard, that th. Storm A Rain Drain Addil- 100' T 25,00 number given is aortect %if exempt fror•r State registration. please give reason below.) Moblle Howitt Space 25. --- Back Flow Prevention - *�� qS Device or Ant;-Po1L6:i t Device 9.00 18-eo .vty Trap or Waste Not -"��- Connected to a Fixture 900 Describe work new - - addition Q akeratk>n (� repair (� Catch Basin -- 9.00 to be dine residential n non-reskiential pr Insp of Exist. Pbxnbing - `- 40.001hv Specialty Requested Inspec-tions — f 40.00/h E�estxrg rased r burldrr*g ar property _ Rain Drain, single: farrvtf dwelling 30.00 Resis*ntial bacdlow prevention d-Aces 15.00 Propmed tme of -NA"KV -property cor"t"C al •(Erc•elot r>:rJdeanbal beektrow prvvent9an duces) NO110E 'Mintrrrum Fee $2e-00 SUBTOTAL �Sn FLfMVS BECOME VOID IF WORK OR CON.STRt1CT1pN t , AUTHORIZED IS NOT COMMENCED VNTHIN 180 DAYS,OR 6%SURCHARGE CONSTRUCnON OR WORK IS SUSPENDED OR ABANDONED --FOR A PERIOO OF IW DAYS AT ANY TOC- AFTER WORK IS COMMENCED. PLAt4 P"F- ►25%OF SUBTOTAL TOTAL 3.1 S 00 Spr�rJal Car>dticxta BMI1' 111101F41TY OF TIGARD P'E'111 I Tu4*ILDING. . . . . . PER. .. 13 UP'S,5--0 OOMMUNITY DEVELOPMENT DEPARTMENT DATC ISSUEDi 02/13/96 1312.6 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)e39-4171 ZONING- I—P OCl<. . . . . . . . . . LOT.. . . . . . . . . . . . . .I L J E n-oon ARC-i-jr., EXTCF?IOR WALL CONS 110"It- f lui,i .ASG OF WORK. cNEW F*IRST. . . . .. 27 5 0 0 s N: S.- E (,r,E OF USE. . . :COM SECOND. . . : 0 s P,r2OTECT OPENI NGS? ,'PE OF CONST. ! —%N 0 Sf N. E: W. XUPANCY GRP. :SZ., TOTAL .:_:`75-100 _ f ROOF CONST : FIRE PET" -onD: 11l BASEMENT. . 0 Sf AREA SEP. RATED: I HT: 0 f't GARAGE. 0 s f OL",CU SEP. RATED. MEZZ? : RE OD REQUIRED------ _00P LOAD. . . . : 12.1 psf LEC`r: @ ft RGHT: 0 Ft FI R SP'KL:Y SMUT; DET. . )ELLING UNITS: 0 FRNT: 0 Ft REAR: 0. ft FIR ALRM: IANDICP ACC , DPMS3- 0 BATHS.- 0 IMP' SURFACE: 0 PJRO COPR. PARKING: 0 iLUE. $ : 12743 -yriavi�s , Fire siippres s joy, system finer". FEES .........--- ,LIFIC" REALTY ASGOCIATES t Y P e .A M I.)..A 1)t lay d,a t e r.e C Pt '350 I'W F iEQUOIA PKWY #300 PRMT $ 98- 50 JD 10/27/95 95-2721 ' FIRE $ 39. 40 JD 10/27/95 95--2721 GARD OR 97224 5PCT 4. 4. 9:, 7D 10/27/95 95 -27a cirie #: ARDIAN SPRINKLL11 INC 0 BOX 3@26a, RTLAND OR 97230 or.e ": $ 14 2. 83 TO T A L 14 #. 7 8 V11 04 REQUIRED INSr'ECTIW: 7h:s permit is issued subject to the regulations contained is the Tlird Municipal Code, State of Ore. Specialty Lodes arc alA' other appi,cistilt laws, All wGrk will be done in accordance with Fire Alarm Inspi a.,ve ,ed plans. This permit will expire if work is not started Misc. Inspection ict-in !I* days of issuance, or if work is suspended for more thar IN days. X_z I.. 0 lG I L 1. e E! 1!A, A t 1A V t? -uj 12., Ca I I fur on PLANCK# _ Date: 10-25-95 APPLICATION FOR PERMIT TO INSTALL FIRE SUPPKESSION SYSTEM /no 7.�1�,/ CO.-" BUILDING DIVISION. CITY OF TIGARD `C �� 639-411 r `-` DATE: 10-25-95 PERMIT # G Valuation: 12,74.3 Amt. Paid:_$142.63 Permit Fee: 98-50 40% Plan Check Fee: 39.40 Balance Due: 5% State Tax: 4.93 �. Plans must be subntiffed to the Building Division before installation. Three sets of the plot plan, showing the layout and the location of the nearest hydrant is required. New Installation: X Addition: Repair: Alteration:_ Complete:_,_ Partial: — Exitway: Basement: Hood & Vent:___ Spray 3ooth: IN-EXISTING BUILDING: IN NEW BUILDING._ X 7. 27 NUMBER & STREET: 436 S.W. Durham Road 1 NAME OF BUILDING or BUSINESS: PACTRUST BUSINESS CENTER 20, Rack Storage Class 4 NO. OF STORIES: 1 SIZE OF BUILDING: 27,095 OCCUPIED AS:_Copimgdity Non-Encapsulated TYPE OF SYSTEMS: Wet:_ x Dry: Combination:_!_ STANDPIPES: OCC.HAZARD: Light ORD.GRP.HAZARD 1_ 2_,_ 3— 4—Extra DENSITY •495 GP.vVFt2 DESIGN i,REA 2000 ft2 SPRINKLER AREA 95.8 ft2 SPRINKLER ORIFICE SIZE: 17,,'32 "K" FACTOR 8 TE4IP. RATING 286 15350 SW Sequoia Parkway, Ste 300 OWNER: Pacific Realty Associates ADDRESS: Portland, OR 97224 CONTRACTOR: Guardian Sprinklers, Inc. PLANS DRAWN BY: Guardian Sprinkler, 4VDRE!� 10]2.39 NE Marx St. Portland, OR 97220 REMARKS: APPROVED permits includes only work described above and/or on plans and specification bearing the same permit number and will comply with all apDlicable odes and ordinances of the City of Tigard. SPRINKLER COMPANY: Guards n Sp ' \kl , "nc. PHONE: 256-0586 SIGNATURE OF APPLICANT: Y BUILDING DIVISION: PERMIT VALID FOR 180 D;kYS h!UnSndsn\fvepertn DATE: PLANS CHECK NO.: PROJECT TITLE: COUNTYWIDE -- --- TRAFFIC IMPACT FEE APPLICANT. WORKSHEET �L,�'�,, /'%Ieit /lFili"•'e /s�+ .� r45Soc.laffs MAILING acuDa (FOR NON-SINGLE FAMELY USES) CITY/ZIP PHONE- RATE PER ,LAND USE CATEGORYTRIP TAX MAP NO.: RESIDENTIAL .�$15�9.00 a ` / % =' 'l - "I cc) BUSINESS AND gOMMERCIAL — 40.00 SITUS NO.ADDRESS: 146.00 INDU TRIAL. $153.00 INSTITUTIONAL $66.00 r PAYMENT MEI HOD: CREDIT INSTM'nONAL ONLY: BANCROFT(PROMISSORY NOTE LAND USF CATEGORY ESCRIPTTON OF USE PMMMY AVQ TRIP RA MEEKEND AVE TRIP RAT DEFER TO OCCUPANCY r J-)pre�.-fe I BA.S IS. �te�v `I /Je-Crw Se S CC--VA S 7 rN c t t— o f' e4 or. Ile CALCULATIONS: Y / \ .- CG� Tr r5 /r", LD� $3uCrC MOi[CT TRW dall"Tow. l-3�J FSR fd�o S3.3 c'r ADDITIONAL NOTES: FORACCUUNTING PURPOSES ONLY: ROAD AMT.: 77T 1 46 )5?/ 9F s:d-n _ MANSTT AMT.: J ',#' ,6-('T,C"-t' PRE ABED BY: CC' WASHINGTON COUNTY / TIF NOTEAO(H( IOfT1T tffi� Geo Engineers February 7, 1995 Geotechnical, Geoenviron mental a w t PacTrust Geologic Services c/o Mackenzie Engineering, Inc. 0690 Southwest Bancroft P.O. Box 69039 Portland, Oregon 97201-0039 Attention: Mr. Dennis Words Site Preloading PBC-6 Site, Southwest 72nd Avenue and Southwest Durham Road Tigard, Oregon File No. 2361-017-P36 BACKGROUND This letter presents our recommendations for prelo3ding the PBC-6 site. The site consists of approximately 11.8 acres, located southwest of the intersection .if Southwest Durham Road and Southwest 72nd Avenue in 'Tigard, Oregon. The site is a previous gravel pit that recently has been filled to near original grade. The fill material cons+sts of a variety of soils and demolition rubble, some of which was placed into ponded water. The fill has a variable thickness. We have received a copy of the preload diagram, which depicts current site topography and the proposed building footprints. We understand that site improvement will begin immediately. We anticipate that the existing ground surface is settling from consolidation of tt,e uncontrolled fill. APPROACH Obtaining enough subsurface information to accurately predict the response of a site preloading program would he impractical because of the expected variability of the full. Instead, we recommend that an initial preload and settlement monitoring program be undertaken. Detailed settlement information should be obtained to establish the effectiveness of the surcharge. The initial preload should be a minimum of 6 feet in height above finished floor elevations. Determining the settlement of the initial preload will be critical in establishing the need for additional preload material and/or the timing of preload removal. Therefore, we recommend that GeoEnoneers. Inc. -50.0% Bridgeport Road Portland,OR 9-224 Telephone(503)624.92"4 UN(503)620.59 0 fto 0 W pie ow PacTrust c/o Mackenzie Engineering, Inc. February 7, 1995 Page Z settlement plates be installed at the center and corners of each of the four preloaded building areas prior to installing; the preload. In addition, survey hubs should be installed at the top of the preload at the center, rel,-.lining corners, and midpoints of each building footprint, as well as at the corners of the southerly bwiding once it is cut. The dual settlement plate and huh at the center of ea�h building will allow us to szparate settlement below the preload from settlement within the preload. On a i,istallation of the preload has started, the plates should be surveyed twice a week. The rate of settlement frorr- these plates may allow for less frequent readings as time progresses. Settlement readings should be accurate to the nearest 0.01 feet and should be provided to us immediately for evaluation. It is difficult to estimate how long site preloading will he necessary. Since the subsurface material is highly variable and undocumented, the settlement rate is indeterminate until significant settlement data is available. Our hest estimate r.. that it will he a month or two after the initial preload iF in place before we can determine whether additional preloading and/or time is necessary. It is important to note that a greater thickness of preload material will decrease the time required for preioading the site. i r C e o F n g i v e e r s File Nn. 2361-017-111?6 PacTrust c/o Mackenzie Engineering, Inc. February 7, 1995 Page 3 We appreciate the opportunity to work with you on this project. If you have questions concerning the information provided, please call. Yours very truly, GeoEngineers, Inc. 1� Don Rondema, P.E. Gecttechoical Engineer Scott V. Mills, P.E. Principal DLR:SVM:jac Document TD: 23610171.sur cc: Mr. Leon Hartvickson PacTrust Mr. Dick Krippaehne PacTrust Copyright"'l 1995 GeoEngineers,Inc , All rights reserved i l G e n E n g i n e e r 9 File New.2361-017-P36 05/08 15:35 1095 FROM: 1 503 620 5940 TO: 1503228122285 PAGE: 1 05/08/95 16:09 $1 50:1 620 5940 GF.O ENGINEERS ++a MACKENZiE ao01 Post-It'Fax Note 7B71 oat„ w o�'�— To Hro S �> Pa9aa Gco `y,L'noneers _ Co Phono N Phone N Fax N.. Fax N March 14, 1995 Consulting Fngineers and Geoscientbos Offices in Washington, PacTtust Oregon,and,Alaska 15115 Southwest Sequoia Parkway Suite 200 Portland, Oregon 97224 Attention: Mr. Richard Krippaehne Preliminary Recommendations PBC-6 Site, Southwest 72nd Avenue and Southwest Durham Road Tigard, Oregon File No. 2361-017-P36 INTRODUCTION 'this letter presents our preliminzry geotechnical recommendations for the PacTrust PBC-6 site. The site consists of approximately 11.8 acres, located southwest of the intersection of Southwest Durham Road and Southwest 72nd Avenue in Tigard, Oregon. We understand that the site is to be developed as flex office/warehouse space and that building column loads will he leas than 60 kip;;, wall loads will he less than 5 ki s per foot, and that slab loads will be less than 200 pou-ids per square foot. .`v;r �/f T 414',< K--)/'.1 5, 8 r/Fr A,(�4 V 6'j/b i-z z BACKGROUND The site is a former gravel pit that has been filled gradually and currently is near original grade. Thu fill material, placed over an unknown period of time, consists of a variety of soils and demolition rubble, some,,f which was placed into ponded water. 1t is our understanding that topsoil and or-anic material was not placed w part of this fill. The fill has a variphle thickness of 80 feet. SCOPE OF WORK Due to the presence of concrete nubble in the fill, subsurface exploration at this site would likely meet drilling refusal on amcrete fragments. Also, due to the variability of the fill, it would be :lnpractical to of •enough information to characterize die site soils. Therefore, GextEnlgneen,Inc 1504 s V B idgepa ad N)nland,OR 9722. Telephnne(503)624 t1174 W.(503)6-V-5940 05/08 15:35 1995 FROM: 1 503 620 5940 TO: 15032281295 PACE: 2 05/06/95 16: 10 $1 503 620 5940 GE•.O ENGINEER:. +4+ MACKENZIE R oo� PacTrust March 14, 1995 Page 2 subsurface explorations went not performed at this site. In lieu of subsurface exploration, we rea)mmend that four of the building pads that will be near finished grade be surcharged with a minimum of 6 feet of fill. Three settlement plates and seven settlement hubs should be installed on each surcharge. The settlt;mem markers should be monitored at least twice weekly for the first few weeks after the surcharges are installed and once a week th..:eafter until an acceptable range of settlement is achieved. Our office will analyze the settlement monitoring data. PRELIMINARY RECOMMENDATIONS SHALLOW FOUNDATIONS Following site surcharging, the proposed structures can be supported on continuous wall or isolated column footings founded on comp.icted crushed rock fill pads. The thickness of the crushed rock fill pads will be dependent on th'� size of the footings and the performance of the surcharges. However, hased on our experience, we expect that the crushed rock fill pads will be between 1 1/2-and 3 1/2-feet thick. The crushed rock fill should he compacted in accordance with our recommendations for structural till, given below. Footings should be proportioned for a maximum allowable bearing pressure of 1,500 psf (pounds per square foot). This bearing value is preliminary, and our final recommendation will be dependent on the results from the settlement monitoring data. The least dimension of column and continuous wall footings should be 24 and 18 inches, respectively. The bottom of exterior footings should be at least 18 inches belo4 the lowest adjacent final grade. The bottom of interior footings should be at least 12 inches below the top of the floor slab. Our estimate of building settlements will he determined after the surcharge monitoring is complete. FLOOR SLABS Satisfactory subgrade support for building floor slabs supporting up to 200 psf areal loading can be obtained by removing, moisture conditioning and compacting the existing site fill to a minimum deCih of 3 feet below the finished floor slab elevation. The over-mcavated and replaced site fill should be compacted to not less than 92 percent of the ma-irnum dry density, as determined by ASTM (American Society for Testing and Material)D 1557. A 6-inch-thick layer of imported granular material should be placed and compacted over the prepared slab subgrade to assist a^ a capillary break. Imported granular material should be crushed rock or crushed gravel and sand that is fairly well-graded between coarse and fine, contain no deleterious materials, have a maximum particle size of 1 1/2 inches, and have less than 5 percent by weight passing the U.S. Standard No. 200 Sieve. The imparted granular material should be placed in one lift and compacted to not less than 95 per(Tnt of the maximum dry density, as determined by ASTM D 1557. A subgrade modulus of 150 pci (pounds per cubic inch) may be used to C r o E n 6 i n e e r s File No.1361-017-P36 05/08 15:36 1995 FROM: 1 503 62.0 5940 TO: 15032281285 PAGE: 3 05/06/95 18:11 $1 503 820 5940 OEO ENGINEERS lLICKENZIE 4003 PacTrust March 14, 1995 Page 3 design the floor slab. An increased thickness of granular material may he required if construction occurs during wet weather or if moisture conditioning of existing soils is not practical. RESISTANCE TO SLIDING Lateral loads on footings can be resisted by passive earth pressure on the sides of footings and by friction on the base of the footings. Our analysis indicates that the available passive earth pressure for footings confined by structural fill is 300 pcf (pounds per cubic foot). Typically, the movement required to develop the avaiiable passive resistance can be relatively large. Therefore, we recommend using a reduced passive pressure of 200 pcf. Adjacent floor slabs, pavements or the upper 12-inch depth of adjacent unpaved areas should not be considered when calculating r ssive resistance. A coefficient of friction .equal to 0.35 may be used when calculating resistance to sliding. The recommended lateral earth pressure and coefficient of friction values include a minimum factor of safety of 1.5. STRUCTURAL FILL Imported granular material should be used as structural fill. Structural fill should be pit run rack, crushed rock, or crushed gravel and sand that is fairly well-graded and contain no roots, organic matter or other un-61able materials, have a maximum particle size of 3 inches, and have less than 5 percent passing the U,S. Standard No. 200 Sieve. The material should ,Ie placed in lifts with a maximum uncompacted thickness of 12 inches and compacted to not less than 95 percent of the maximum dry density, as determined by ASTM D 1557. During the wet season or when wet subgrade conditions exist, the initial lift of granular material should be 18 inches in thickness where grades allow and should be compacted by rolling with a smooth-drum roller I./ithout use of a drum vibrator. LIMITATIONS We have prepared these recommendations for use by PacTrust and other members of its desighi and rconscruction team for the proposed development. The data and recommendations can be used for bidding or estimating purposes, but our conclusions and interpretations should not be construed as a warranty of the subsurface conditions. It should be understood that construction of buildings on uncontrolled fill can be problematic, and m^y result in significant differential settlements, even after surcharging. Because monitoring of the surcharges was not yet underway at the time of this letter and thr design was not finalized, the recommendations contained herein are preliminary. As settlement data becomes available to us, we will revise our recommendations as appropriate. We also recommend that the final design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. G e E n g i n e e r s File No.2161-017 PIS 05/08 15:38 1995 FROM: 1 503 620 5940 TO: 15032261285 PAGE: 4 6ii08i95 16 12 $1 503 620 5940 GE.O ENGINEERS MACKENZIE 0004 PacTrust March 14, 199 Rage 4 It there are changes in the grades, Iccation, configuration or type of construction for the buildings,these re ommendations may not be applicable. If design changes are made, we request that we be retaineJ to review our recommendations and to provida a written modification. The scopeof our services does not include services related to construction safety precautions, said our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consid,ration in dwign. Within the limitatians of scope, schedule and budget, our services have be-., executed in accordant: with die generally accepted practices in this area at the time the report was prepared. No warranty or other conditions, express nr implied, shoald be understood. . b . _� We appreciate the opportunity to work with you on this project. If you have questions concerning the information provided, please call. PRQFFf�, 01 N E /U Yours very truly, 16,073 GejEngineers, Inc. O�IO �E �G Expires 12/31Dcn Rondema, P.E. Geotechnical Engineer Scott V. Mills, P.E. Principal DLA:SVM:iae ` Da:ument Q): 2361011P.Mc ' cc: Mr. Dennis Woods Mackenzie Engineering Copyright® 1995 GeoEngineen,Inc.,All rights reserved - G e o E n g i nee r r Fde Ni.2361.017-P36 05/15 12:18 1995 FROM: 1 503 620 5940 TO: 15032281285 PAGE: 1 05/15/95 12:51 121 509 620 5940 GEO ENGINEERS Q001 Geo`%Engineers MEMORANDUM Pord-Aad TO: Mackenzie Engineering - Marr Hettutu r8 FROM: Don Rondema DATE: May 15, 1995 FILE: 2361-017 SUBJECT: Durham Pactrust Site As per our phone conversation the bearing pressure of 1,500 psf given in our geotechnical report for the site is also appropriate to waii loads up to 6.5 kips per foot, which is greater thau the 5 kips per foot stated in our report. The implications of the larger wall loads will be that structural fill will likely then need to extend deeper beneath the base of the footing to reach an effective stress value equivalent to that induced by the surcharge. We are currently receiving monitoring information on the surcharges and development time rate cAmsolidatiou relationships to evaluate whcn the surcharges can be removed. Please give me a call if you have any additional comments or questions. Sinc ely, Don Rondema, P.E. CITYJanuary 11, 1996 OF TIGARD OREGON Guardian Sorinkler, Inc . 10239 NE Marx Street Portland, OR 97220 Re : PACTRUST BUSINESS CENTER 7216 SW Durham Road 4188 PC10-66C 2UP95-0458 The fire protection plans and hydraulic calculations have been reviewed for compliance with applicable codes . Submit not less than four (4) sets of revised plans and calculations incorporating the additional requirements listed below. 1 . Rack storage over 15 feet up through 20 feet with aisles less than 8 feet wide, containing commodity Class IV storage, shall be protected wir_h in-rack sprinklers (UFC Std. 81-2 , Table 6- 13 . 21 . Provide rack storage sprinkler protection. 2 . High-piled combustible storage of Class IV commodity in a desi.(7nated area exceeding 20, 000 square feet shall be protected (UFC, Table 81 . 105 A] . A. Provide a 2 1/2" hose connection for fire department use in accordance with UBC Std. , Section 38-1--3-3 . 8 . B . Water demand for hose connections shall be added in 50 gpm increments beginning at the most remote ho.? station in accordance with UBC Std. , Secc -)n 3F-1-2-2 . 4 . 2 . ^ C . Fire department hose connections shall be provided as .required by the fire chief . Contact Gene Bir.chill at 526-250?. . D. Smoke and heat vents or a smoke removal. system shall be provided [UFC, Table 81 . 105A (10) ] . 3 . Struct iral sten. columns of the building, when located within rack storage exceeding 15 feet in height , shall be protected in accordance with UFC Std. 81-2 , Section 3-2 . 3 . 4 . Provide a test connection 3.t thy, end of the most remote branch line [NFPA 13-A-4 -6 .4 . 21 . 13125 SW Hall Blvd., 11gcrd, OR 97223 (503) 639-417-i TDD (503) 684-2772 — -- Guardian Sprinkler, Inc . January 11, 1996 P9. 2 5 . The water demand of the in-rack sprinklers shall be added co the ceiling sprinkler water demand. Provide new design information and calculations [NFPA 13-5-2 . 3 . 1 (c) (d) ] . 06 . Provide longitudinal and lateral bracing in accordance with ` UBC Std. '8-1-3-5 . 3 . 5 . 2 and 3-5 . 3 . 5 .4 . Drawings do not indicate typical spacing. Clearance shall be provided around all A piping extending through walls and floors . Provide a 1" clearance on all sides for pipes 1" through 3 1/2" and 2" for pipe sizes 4 " and larger [NFF aL 13-4-5 . 4 . 3 . 4 (a) ] . The autv11Latic sprinkler system shall he supervised by an approved monitoring service (Uniform Fire Code (UFC) 10 . 3C7] Connect all required tamper switches and flow monitoring switches to the annunciator panel . Provide two dedicated phone lines for the annunciator panel [NFPA 71-5 . 2 . 61 . VN!I9 . The minimum flow of 49 . 5 G. P.M. at 38 . 3 lbs . pressure has not been maintained. Provide design criteria within the required flow and pressure [NFPA 13-6-4 .4 .41 . r If you wish to discuss any of these items, please give me a call . Sin erely, James Funk Plans Examiner bup95-0458\pc10-65c G R D_ll_T __-- CKENZIE � �i, FILE COPY April 12, 1999 City of Tigard Attention: Hap Watkins 13125 SW Hall Boulevard Tigard,OR 97223-8199 a u, Re: Final Summary Report 0 r4 PacTn4st Business('enter, Phase 6!Building U.Shell#188 7228 SW Durham Road, Tigard, Oregon Permit IIBUP95-0290 o Group Mackenzie Project#990072 ti In E YDear Mr. Watkins: V P N E a The purpose of this letter is to certify that periodic structural observation of the above-captioned o pi?ject was performed in accordance with Section 1702 of the Oregon Structural Specialty Code. To Co .o the,best of my knowledge,no unresolved discrepancies remain,and the work is in acceptable general conformance with the plans and specifications. O Sincerely, In N N O3 rn w, `- N C 4S 3 r 16,92H _ Mark Hettum, P.E. Group Director of Structural Engineering Mackenzie. o� f s X99 Incorporated MPH/wp ArOileclure Inlerlor Design l.er.d Use Planning c: Dick Krippachne- PacTrust EXPIRES ..Ap- Dennis Woods-Group Mackenzie Group Mackenzie r.nyineering, Incorporated fnglneeting Transportation Plann!ng The tradMon of Markramle Engineering and Morkenalelsalto continues. It\rR0Ir;CES\990071\Wp\9p11FSR3 SK i Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Carlson Testing, Inc. Tigard,503)6Orego -.346 Salem,(5 3) 97301 89-12 Phone(503)684-3460 Phone (503)589-1252 FAX(503)684-0954 FAX(503) 589-1309 Special Inspection - FINAL SUMMARY LETTER April 7, 1999 #95-4205 City of Tigard FILE COPY 13125 SW Hall Blvd. Tigard, OR 97223-8199 Attn• Building Department Re- Pactrust Business Center Phase 46 (186-190) Tigard, OR Dear Mr. Re-. This is to certify that in accordance with Chapter 17 of the Uniform Building Code, we have performed special inspection of the following item(s) per our inspection reports only on the following buildings. Bolding Number Addresz� PerW Numb-r Building M Shell#186 7244 SW Durham Road, Tigard OR BUP95-0289 Building N Shell#187 7236,S1.7 Durham Road, Tigard OR BUP95-0293 Building O Shell#188 7228 SW Durham Road, Tigard OR BUP95-0290 Building P Shell#189 72.16 SW Durham Road, Tigard OR BUP95-0291 Building O Shell#190 7204 SW Durham Road, Tigard OR BUP95-0297 fleinforced Concrete Installation of Wedge Anchors Stnictural Steel- Shop and Field All inspections and tests were pe�(ormed and reported according to+he requirements of Project Documents and, to Ole best of our knowledge, the work was in conformance with the arproved. plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions Our mports pertain to the material testr:dlnspected only. Information contained herein is not to be reproduced, except in full, without prior authodz.aGrm from this office. If there are any further questions;egarding this matter, please do not hesitate to contact this office Res ctful submitted, CA.- S I TESTING, INC ,ia 'etpas Q all / surance Manager JFH-j cc. Pacific Realty Associates l c (Pactrust) McC:omlack Pacific Mad�enzie/Saito and Associations r11UfrVA1PR'0PT%V:W1VR1KA2n5 BUILFJ , (" TT CITY OF T I GARD F-'r:.P M I T #. .). .NCE . . . :RMPUP97 _� , COMMUNITY DEVELOPMENT DEPARTMENT CATE ISSUED: 09/11 /OS 13125 SW Hall Blvd.Tigard,Oregon 97223o8199 OL503)639-4171 P,ARCEL: 2C_;113A,:-0010(li 7L nl)DRESS. . . - 07228 5W DUpi-ir.m r JIM)' VISION. . . . : ZONING- I—P, .... ....... 'Tr':SLJEc FLOOR AREAS EXTERIOR WAL CONSTRUCTiol. Or WORK. :NEWS E W- FIRST. . . . :27500 f N- r-,F OF USE (70 M 5ECOND. Sf PPGT17—CT ,/P,L OF CONST. 3N THIRD., . . . . S f N: S., 5. W. XUPONCY GrRr- -_ TOTAL_ -f ROOF CONST : FIRE RFT?: -,. r3�L. L— 2 UCCUr,ANCY LOAD: 8C)SEMENT. S f AREA SEP,. PATED-, T(1,P. 1, 117. : -Ft GARAGE. . . 7: r OCCO SEP,. RATED 1,1T'7i N MU77` -,-N REDD 9ETBACKS-­­­­­­ REOU I RED-- DOI? LOAD. . . . : P!S f ILEI—Tv ft P611'1', ft FIR SPKL:Y SMOK DET—Y 4f.-t LING UNITS): FRNT. ft REAR: ft; FIP ALRM:Y HNDICP, ACC:Y L: Rlyls: BATI-15. IMP, SURF(24('C: PRO GORR: rIARV I NG r. 11..UE. $.- 473000 ,marPsu CONSTRUCTION OF I NEW T`LT--UP', SLAB ON GRADE, BrRKELEY ROOF, FULL , �RINKLXRrl]i 27, 500 SX f-T LAJILDING. 1ilirl..l ONLY Fc)r, Sl,tilclirq 416- S. (Cl? . f­,­ ­­­ - . .­­---_ FEES !'RUST tyre amiii-ttit by elate rec:pt 50 SW SQUOTA PIKWY r-,RMT $ 1365. 50 B 09/11/95 —a 7o J I rE 3W P'LCK $ 387. 58 JGD 05/16/915 '35 5' 13ARDND OR 97 .-24 FIRE $ 546. 20 S 09/11/9,5 95-4:70, 1-'CT $ 6 Ill. a P 09/I1/r)5 0 j._27(4. ERO" 136. 00 Ek O9/11/95 1'5- 270, L—actors eP 1 4.4. ::.'0 P 0x1/11/95 15 27 0 7.ORMAUK rACIFIC F'RC'P:' $ 44. 0 19/11/95 97--::.70,' ' 90 9. W. '73ANDBURG STREET IDARD OR 97223 ITIP t 70'311. 16 TOTAL 63111 REOUIRC-D INISPECTTON-5 i Permit is issued subje:t t� the 'e9illations contained in the F'r-aming In%pi lard Municipal Code, State of Ore. Specialty Codes and all other Ins t.118tiran InIFp )Iicable laws. N1 work will be done in accordance with Gyj) Lkciar(l Int;p+ x-oved plans. Thin permit will expi�-e if work is not started Sl., ;) ct!:iIng '.rtl�- p ,-hin let days of issuance, or if stork is suspended for more Final ITIrPeCti()Ti an IN days. Ae ....... 6. Call For inspect ion 63",­4175 elL vcl l8h ff Commercial Buildi%Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 i I (503) 639-417' I 0 Jobsite Address: Tenant: Suite # Office Use Qn Valuation:�! - 1 '1 3� d rel ,' �(� Ptr ermd # i / Owner. E%r r is _ Map & TL# Address: _ _ Approvals Requ!ted --- Planning Phone: -_ Engineering Other 1 Contractor: Address: Type of const: Occupancy class. L, Phone: Sprinklered? Y99) No Contractor's License # (attach copy of current Oregon license) Sq. ft. of project: ." -7r;00 Contact name & phone: _ _ _ Story (1st, 2nd, e;c.) 1 Proposed use: Architect/Engineer. AdcJress: Ir1ACKENZIE/SAITO & ASSOCIATES, P.C. Previous use: Architecture - Plannlnq • Intedor Design Note: Plumbing & mechanical plans 0890 S. W. Bancroft Street - P.O. Box 89039 must be submitted at time of Portland non — building permit application. Phone: Phone: (503)224•-9570 - FAX: (503)228-1285 JOB DESCRIPTION: ! Applicant Signature & Phone number Received by: Oate Received:__ _ Permit# Account Description Amount amt. Pd. Bal. Due Bldg. Permit (BUILG) f 6r— Plumb. " Plumb. Permit (PLUMB) Mech. Permit (MECH) _ State Tax (TAX) ' '2 .1– 1/ _ Bldg: Plumb: Mech: Plan Cneck (PLANCK) Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sawer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF ('i IF-R) Mass Transit TIF (TIF-M-T) Commercial TIF (TIF-C) Industrial TIF (Tir-o Institutional TIF (TIF-IS) L/Office TIF TIF (TIF-O) Water Quality (WQUAL) vVate,• Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) t �j G _ V v � Erosion Planck/USA (EPPLAN) 1-1 U Erosion Planck/COT (ERCSN) _ l�l L u14 Zi 9 , ; 7�-� DATE:rPL%4S CHECI(NO.: PROJECT TITLE: COUNTYWIDE - TRAFFIC IMPACT FEE �'^� APPLIGWT: WORKSHEET (�L,('c,� KP�,�• A-1 m ,1 ssoc.,r,ef (FOR NON-SINGLE FAMII.,Y USES) MAILING ADDRESS} ( CJTY/ZIP/PHONE: RATE PER \ o, 7 /-?" 9'� -LAND-U-S-E-QATEGORY TRIP TAX MAP NO.: RESIDENTIAL -- F- $159.00 S/ /:3 c .. ,,-r BUSINE`'S AN OMMERCIAL 40.00 rSiT;U7SNO.ADDRESS: FFICE —$146.00 INDUSTRIAL 1153.00 INSTITUTIONAL $66.00 er / PAYMENT METHOD: CREDIT INSTITUTIONAL ONLY. BANCROFT PROMISSORY NOTE LANG USE GITEGORY ESCRIMMN OF USE EEKDAY AVQ TRIP RA WEEKEND AVE TRIP RAT DEFER TO OCCUPANCY --i" /imr LA BASIS: �/r 1 l // e—vt i i rtAc cl—e i 2 rai"P e Tccc� CALCULATIONS: \ c- PROJECT TRIP GENMATION. 3" ADDITIONAL NOTES: FOR ACCOUNT NG PURPOSES ONLY: ROAD AMT.: TRANSIT AMT.: PREPARED 9Y' CC WASHINGTON COUNTY TIF NOTE9001( form W 0 CITY OF TIGARD July 18, 1995 OREGON k MacKenzie/Saito & Associates PO Box 69039 N Portland OR 97201-0039 i RE: PacTrust Bldg 188 Address: To be determined Plans Check #5-56C BUP95-0223 The rates for Traffic Impact Fees (TIF)s were increased un July 1, 1995. Since your i original TIF assessment letter was prepared on May 17th, 1995, the fee will remain $20,130.00 unless you defer payment to occupancy. If you defer payment of the TIF until occupancy, the fee will be $20,533.00. Please find enclosed a TIF worksheet prepared this date using the new rates. Again, the new rate will apply only if you defer payment tr, occupancy. i Also, please find enclosed a T'IF payment option notice. TIF guidelines require II applicants to declare the proposed method of payment at the time of plans submittal; a payment option plan was mailed to you on May 17, 1995 but we have yet to receive your response. Since we have no indication of which payment method you are intending to use, please return this notice at your earliest convenience. If you have any questions, please telr .,one me at 503-6394171. v James S. Duckett Development Ser!ices Technician l "23 SW Hcll Blvd., Tigcrd, OR 97223 (503) 639-4171 TDD (503) 684-2772 ia DAT E: PLAN;CHECK NO.: C,c ( PROJECT TITLE: 7 n COUNTYWIDE TR WFIC IMPACT FEE APPLICANT: WORKSHEET M be Le-e ;-a V (FOR NON-SINGLE FAMILY MAILING ADD USES) 5;SS: CITY/ZIP/PHONE: RATE PER LAND L "E CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $155.00 / -7,4C BUSINESS AND COMMERCIAL $39.00 SITUS NO.ADDRESS: ,;.d OFFIQE $143.00 INDUSTRIAL $?50.00 INSTITUTIONAL $64.00 PAYMENT METHOD: r CREDIT INSTMMONAL ONLY: BANCROFT PROMISSORY NOTE) LAND USE CATEGORY ESCRIPTION OF USE EEKDAY AVG. TRIP RA WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY BASIS: � j4 1_arci r- f. c- CALCULATIONS- C` -�� p, PROJECT TRIP GENERATION: ) }-4 FIFE: ADDITIONAL NOTES: \ FOR ACCOUNTING PURPOSES ONLY' I ` c• Tr y)-3 ROAD MAT.: 1'3. 2% 1&40 L TRANSIT AMT,'. PREPARED 8Y: �s CC WASrnNGTON COUNTY TIF 41_)TEROOK form Tif10 MEMORANDUM CITY OF TIGARD, OREGON TO: Engineering, Planning FROM: J. Duckett - DSTs DATE: May 17, 1995 SUBJECT: SDR95-0008 - Parcel : 2S113AC-00100 Plan Checks : 5-53C, 5-54C, 5-55C, 5-56C, 5-57C, 5-58C PacTrust Property Please find attached plans submitted on 05/16/95 for site work and five multi-tenant buildings . Please review these plans with respect to tr,e conditions listed in SDR95-0008 . Please make notations in the conditions file as appropriate . Please eturn the plans to us as soon as possible as they need to be forwarded to the commercial plans examiner for review. Thanks ! cc : Building File M: \ . . . \SDR95 00 . 08\SUB5-54C.DOC