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8880 SW SATTLER STREET r r N } { �r j i:1record s\mic re f1m4argetftuiiding.doc I I Yt5 CITY OF TBUILDING PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . : BUP97-0179 13125 SW Nall Blvd.,Tigard,OR 91223 (503)F,39 4171 DATE ISSUED: 11/18/97 PARCEL: 2.SI11DA-00200 SITE ADDRESS. . . : 08880 SW SATTLER ST SUBDIVISION. . . . : ZONING:R-4. 5 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . : JURISDICTION:TIG -------------------------------------------------------------•--------------.-------- REiSSUEs - FLOOR AREAS----------- EXTERIOR WALL- CONSTRUCTION- CLASS OF WORK. �br:M FIRST. . . . : 0 s f N: S: E: W: TYPE OF USE. . . :9F SECOND. . . : 0 sf PROTECT OPENINGS?---------- - TYPE OF CONST. :NONE . . . . 0 sf N: S: E: W: OCCUPANCY GRP. :R3 TOTAL------: 0 sf ROOF CONST: FIRE RET? : OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA 3EP. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT?: ME Z Z?: READ SETBACKS----_------- REQUIRED-------- FLOOR EQUIRED--------FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft; FIR SPKL: SMOK DET. . : DWELLI140 UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BEDRMS: 0 BATHS: 0 IMF' SURFACE: 0 PRO CORR: PARKING: 0 VALUE. 1 : 0 Remark!i : learlition ,f (1) house and (2) small metal storage sheds. All debris to be removed. Septic tank to be pumped, filled and inspected. Owner: ..----------------------------------------------------- FEES --------------- MATRIX DEVELOPMENT type amount by date recpt 6900 SW HAINES ST PRMT $ 25. 00 DRA 04/10/97 97-293117 PLAZA 2 SUITE 200 5PCT f 1. 25 DRA 04/10/97 97"-293117 TIGARD OR 97223 EROS $ 26. 00 DRA 04/10/97 97-293117 Phone 4t: 6241-8080 ERPC $ 8. 45 DRA 04/10/97 97-293117 ERPC $ 8. 45 DRA 04/10/97 97-293117 Contra tor: ---------------------------- CHARLES SCHMIDT EXCAVATING INC PO BOX 717 NEWBERG OR 97132 - -------- ----------------------------- k - -- Phone #r f 69. 15 TOTAL_ Reg 0. . : 000261 -------- REQUIRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the _ 4 Tigard Municipal Code, State of Ore. Specialty Codes and all other _ applicable lasts. All stork will be done in accordance with approved plans. This permit will expire if stork is not started within 188 days of issuance, or if stork is suspended for mare - than 188 days. ATTENTION: Oregon law requires you to follow the _ rules adopted by the Oregon Utility Notification Center. These i rules are set forth in OAA 952-01.010 through OAR 952-0191987. You Fany obtain a ropy of these rules or direct questions to OLW by calling 1393)246-1987, Permittee SignatUre: hm A Issued By : ++++++++++++++++++++•h+++++A +++++�+"+f•++++++++++++++i•-F{4-+++1+++++++++++.+++++. i'•♦ Call 639-417E by 7:00 p. m. for an inspection needed the next business day ++++++++++++; +", r++++•++++++++++++++++++++*++++++++++++•f-++++++++++++++++++++.f•++F i � ur y I Illi A .n Commerc��Q •r I d_ i n _E .rmi� A l l a io C;th or r 93rd 131;5 sw H311 Blvd. 1193rd.OR 972:] . Is0�1 d79r111 ?Jobsite Addre-s:�,� ,(� �.n OFFICE LASE QgLy • Tenant: None Suite 'l /// Planck/Rec. z Valuation: -0- t PermitsC. _ �. ?.►: . Wner:Matrix Development Map&TL , ,�••1 w A• 6900 SW BQnrovals ReayjOd' ddress: Haines S�; , Plaza 2 Ste . 2 Tiyarr , Oregon 97223 Planning elephone: 620-8080 Engineering " '�•,`�� � . , Other r w ontractor: Schmidt Excavating , Inc. ddress: P.O. Box 717 Newberg , Oregon 97132 Type of constr: elephone:538-9168 Occupancy Glass: - r-'antractor's License 026178 Sprinkler? Yes No (attach copy of current Oregon license) Sq. Ft. Of Project: ontact name & telephone: Chuck 538-9168 W&H Pac�if is Story (1st, 2nd, etc.):__ ` rchitect b Engineer. •— ..ddress• 8405 SW Nimbus Avenue Proposed Use: Beaverton , Oregon 97008-7120 previous use: - f 626-0455 Note: Plumbing & mechanical plans must elephone:626-0455 --_, be submitted at time of building permit application. C)B DESCRIPTION: Demolition of buildings . n u 5 3 8-''a 16 (Applicant Signature & Telephone Number) �ceived by: _ Date Received: sm.ccc IcF1 *.0033 – r a F :ap. ..�.,. '•"�V"i I �•'Af,; .r+r'-b. 'R,°'*•^'..•nTr'v...„�r .,.yp� » -«. ».-. . ,,,., s ..i m�,. .-',ry..,A......,,,�:+ •..rr,rr„w rr.-.y ., I� b AMA 50352-60775 W&H PACIFIC 1110. _F-057 T-780 P•-002 APR 10 '97 10:31 ASSUMGS NO LIA Y FOR ANY VARIATIONS As MAY AE DISGL BY,ACTUAL SUIIVEY " First American Title Insurance Company of Oregon on 043"""IM#18 n&m•o/TrTli jwjUNANC6 CourANY Or ORtCON _ • 1700 S W. FOURTH AVE , ron7LANO. OR 97201.5512 25 1W 1;DA (reduced map) (503) 222.3651 I 10 `i l • OP /' ! - III I I ' ••' 1 I ` •�{,. �/ / wrr / . ,1 100 3aa ✓' i 1 r ! 1 Vu 1 fr AIA; O `� I)A %• '� 4', .d, '^� ,�,,,,.�- .. ^ _!pf, ,w - it.: Ilv�..F.r..:�.y�., y,�i�u.:,:.Y_ 1. �aY�'.. .:i4 +d•,k��Y''�:;�" r ~_ CITE( OF TIGARD - BUILDING PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . : BUP97-0178 13125 SW Hall Blvd., Tigard,OR 9,:23 (503)6394171 DATE ISSUED,; 11/18/97 , • b PARCEL.: 2S111DA-00100 SITE ADDRESS. . . : 08800 SW SATTLER ST SUBDIVISION. . . . : ZONING:R-12 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . JURISDICTION:TIG �a ------•----------------•---------------------------------------------- -- ----c------ --.— - REISSUE: FLOOR AREAS----------- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :DEM FIRST. . . . : 0 sf N: S: E: W: TYPE OF USE. . . tSF SECOND. . . : 0 sf PROTECT OPENINGS?--'-------- TYPE OF CONST. :NONE . . . . 0 sf N: S: E: W: OCCUPANCY GRP. :R3 TOTAL-------: 0 sf ROOF CONST: FIRE RET? : OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATED: STOR. o 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS---------- REQUIRED---------------------- FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL: SMOK DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BEDRMS: 0 BATHS: 0 IMG SURFACE: 0 PRO O RR: PARKING: 0 VALUE. $ : 0 Remarks : Demolish (1) fare house building, (l) garage, (1) barn, (1), pole barn style structure and (1) chicken coop. All debris is to be removed. Septic tank to be pumped. filled and inspected. Owner,: ----------------------------------------------------------- FEES --------------- MATRIX DEVELOPMENT (LARRY YORK) type aMOUnt by date recpt f 6900 SW HAINES STREET PRMT $ 25. 00 DRA 04/1Oi97 97--293117 TIGARD OR 97223 SPCT $ 1. 25 DRA 04/1.0/97 97-293117 EROS $ 26. 00 DRA 04/10/97 97-293117 1 Phone #: 620-8080 ERPC $ 8. 45 DRA 04/10/97 97-293117 ERPC $ 8. 45 DRA 04/ 10/97 97-293117 Contractor: ------------------------'------ CHARLES SCHMIDT EXCAVATING INC PO BOX 717 NEWBERG OR 97132 -------------------------------------- Phone #: i 69. 15 TOTAL Reg #. . : 000261 -------- REQUIRED INSPECTIONS ------- ! This permit is issued subject to the regulations contamid in the Tigard Municipal Code, State of Ore. Specialty Codes and all other _ applicable laws. All Mork will be done in accordance with approved plans. This permit will expire if wo-k is not started within 188 days or issuance, or if work is suspended for sure than IBB days. 07FNfION: Oregon law requires you to folloM the rules adopted by the Oregon lA ility Notification Center. Those rules are set forth in OAR 952-MIAMIO through OAR 952-*101967. You many obtain a copy of these rules or direct questions to OMC by calling (503)246-1981, 9 Permittee Signature: 'd 41t� /yr, ssued By: t J � ---_— +++.t.+++++++++++++++++++++.+++++++++++++++++++++++++++++i-+++++++•-++++++++++++ Call 639-4175 by 7:00 p. m. for an inspection needed the next business day ++++++1-++++++++++++++++++++t+++++++++++++++++++++++++++++t+++++-4_-F++++4•++++++++ , fi • Commercial Quilding Permit App_U tion C;tv o/rigara 131:$ SW Hail Blvd. ngaM.OR 97:23 • 1101)d]9-+171 obsite Address: OQ FFIC USE-Q= i enant: None Suite _ /// Planck/Rec. >It Valuation: o- Permit Lc '' • Map b TL 3wner•Matrix Development • 6900 SW Haines St . Plaza 2 Ste . 200 �� � • ddress„ Planning Tigard, Oregon 97223 '�'��'• !���,�.� t�t' t�. ..T i *.., Ott .� 62.0 8080 Engineering E �.j i elephone: ' w rf►��I,z' Other ,ontractor• Schmidt, Excavating , Iiic . %ddress: P•0. Box 717 Newberg , Oregon 97132 Type of eonstr' i elephone:538-9168 Occupancy Class: ontractor's License fs 026178 Sprinkler? Yes No (attach copy of current Oregon license) 1 Sq. FL Of Project: ontact name & telephone: Chuck 538-9168 Story (est, 2nd, etc.): rchitect & Engineer: W&H Pacific Proposed Use: .ddress• 8405 SW Nimbus Avenue r Previous use: Beaverton , Oregon 97008-712_0 62.6 0455 Note: Plumbing & mechanical plans mush 'elephone: _ be submitted at time of building permit application. OB DESCRIPTION: Demolition of buildings . Ju./kAo(dU5 3 8 9 16 8 (Applicant Signature & Telephone Number) s� 4ceived by; Date Received: C"�c ;7 :An`1.CCC ICS', i .......... ........ r ;^s ensw I f � k Page Na. CASr. HISTORY FOR CASK NO.: B1/P9'?-01'76 MATRIX DRV&LOPMSNT (LARRY YORA) 08800 9N SATfLUP ST ,' osi�6/9e I Diep By Update Upd Action Description Req/ 8chd/ End/ Action Norse 9 Date BY ; Code Bent Done Done ' ------------ BUpkao% Application received / / 04/10/97 RRCD DRA 04/11/97 DRA BUPA010 Permit created / / / / 04/11/97 PASS DRA 04/11/97 DRA BUpAneS fF) Issue building permit / / / / 11/1B/97 PASS TJH 11/19/97 TJH SUPASSo Pump/Pill Septic Tnk 04/11/97 / / 07/16/90 Septic tank and drainfield removed when PASS TLP O1/16/99 DOW cite wan stripped for new conctitiction. SUPAe70 Pinal Inspection 03/16/98 Per conversation with Carlson Testing PASS TLP 03/16/99 DGW Lab and Superintendent on site, all utilities were terminated properly, the structure and its nupport removed, and cite war cleaned as part of the stripping for new project.. 3 0S/26/99 JT SUPA950 Case Finaled / / / / 05/26/90 , h ( I i i i I� r N 50:35C-1607-1 5 61&H PACIFIC III,-. _F-057 T-303 P-002 APR 10 197 10:31 r#it. %Iumr"ty I I c ASSUMfiS NO LIA Y FOp ANY VARIATIOUS AS MAY 4E DISCL I Y ACTUAL SURVEY ID y First American Title Insurance Co.rrptiray of Oregon fit/UYT1tl N,,MHI NM•Of 117.E INSU-MCI COWrM/Y O!'0111CON 1 700 S.W. FOURTH Avr=., rOn'I'LANO. OR 97201.5511 f ' 25 A 11DA (reduced map) (503) 222.3651 I Xn JIM 4 10 Ij fir • '� �,; io ( — HT1► _ . +rl� 1 f� �. 3001 � � s y I I + nlw � to r neo TAV% AP 1 1 DA f A i Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 sr Tigard, Oregon 97281 Phone(503)684-3460 November 6, 1997 FAX(503)684-0954 4 � a CTI JOB NO. 96-6309 i Matrix Development Corp. 1'160 SW Hazelfern Rd. Suite 100 Tigard, OR 97224-7771 FINAL REPORT OF EARTHWORK OBSERVATION AND TESTING ; APPLEWOOOD PARK SUBDIVISION - PHASE 1 (1-.14) TIGARD, OREGON i Carlson Testing Inc. (CTI), has conducted on-call inspection services for the earthwork at the above residential development. This final letter briefly summarizes our observations and testing during construction, and the as-built soil conditions to the hest of our knowledge. This letter also provides recommendations for foundation design and soil guidelines rhiring construction of the single-family homes. SITE PREPARATION AND FILL PLACEMENT Based on our visual observations and our density test results, after stripping vegetation and topsoil, engineered fill using on-site soil was moisture-conditioned and placed to a maximum depth of approximately 3 feet. Yf Lots: 1 through 3 Based on the in-place soil density results and our visual observations, it is our opinion that the engineered fill in the streets and the lots was generally placed in conformance with City of Tigard standards. HOUSE EXCAVATION GUIDELINES We anticipate typical foundation excavation depths of approximately 18 inches throughout most of the lots in this development. Approximately 8 to 12 inches of water softened soils, sty ipping, and/or trench spoils were observed over the majority of the lots. If the developer wishes to warrant the depth of excavation, we anticipate a maximum average depth of t approximately 2 feet. If the excavated material is spread around the lot and is expected to support appurtenant structures such as deck footings and sidewalks, it should be placed, compacted, and tested as engineered fill. N � I a . I I' CTM 96-6309 Applewood Park Page 2 of 3 FOUNDATIONS The proposed residential buildings, of the type anticipated, will likely be founded on shallow spread footings bearing on competent native soils or engineered fill. Spread footing design and construction should generally conform to Chapter 4 of the CARO One and Two Family Dwelling Code (CARO), except where we specifically recommend otherwise. j f For protection against frost heave, spread footings on nonexpansive soils should have a minimum embedment depth of 12 inches for exterior grades cn level ground. The recommended minimum widths for continuous wall footings are tabulated below: Minimum Width for No. of Stories Continuous Footing (floors supported) (in) 1-story 12 2-story 15 3-story — � 18 We anticipate that the allowable bearing pressure can be taken as 1,500 Ib/ft' for footings bearing on competent native subsoils or engineered fill to a maximum of 15 kips for column footings. For heavier column loads and :rasonry chimneys, a soil engineer should be consulted. The coetficient of friction between on-site soil and poured-in-place concrete may be taken as 0.40. The maximum anticipated total and differential footing movements (generally from soil expansion and/or settlement) are 1 inch and '/4 inch over a span of 20 feet, respectively. s a CTI# 96-6309 Applewood Park Page 3 of 3 ,y CLOSING AND LIMITATIONS Our reports pertain to the materials tested/inspected only. This letter should be made available to each builder in the development; however, information contained herein is not to be reproduq d. except in full, without prior authorization from this office. This letter should not be constnred to relieve or lessen the responsibility of the contractor or owner's site representative for this site work, but is provided for the minimum required governmental assurance. Our support was given on an as-needed basis as requested. If conditions are F encountered during foundation excavation which differ from this report, then the developer (Matrix Dev.), Contractor (Schmidt Ex.) and CTI should be allowed to review the condition before corrective actions are taken. Corrective work performed by the builder without notifying the above parties will be interpreted as an acceptance of the conditions encountered. Respectfully submitted, p FFpr CARLSON TESTING, INC. 14 743 \r G'iEuON 41V 01' An D. Brian D. Lea E.I. James D. Imbrie, P.E. Engineering Associate Geotechnical Engineer { Attachments: Summary report of in-place soil density tests cc: City of Tigard W & H Pacific Y i i v f CITY OF TIGARD FJI.III.1)ING PERMITDEVELOPMENT SERVICES PERMIT #. . . . . . . : BUP97-0072 13125 5W Hell Blvd., Tigard,OR 97223 (503)639.4171 DATE ISSUED: 0a'/13/97 PARCEL..: 26 1 1 1 DA-001.00 TE ADDRESS. . . : 08800 SW SATTI..ER 5T !P.DIVISION. . . . : ZONINO:R -a. OCK. . . . . . . . . . .. L_r_1T. . . . . . . . . . . . . : ---------- ___—__ REISSUE: F1..00R ARE'AS------ -------- EXTERIOR WALL- CONSTRUCTION-- CLASS OF WOR}!. :DEM FIRST. . . . : 0 s f N- S: E- W: • TYPE OF USE. . . :SF SFCOND. . . : 0 f PROTECT OPENINGS'—___—__—__TYPE OF CONST. :5N . . . t 0 sf N: 5: E: W: OCCUPANCY GPP. :R3 TOT(11_.— - : 0 s f, ROOF CONST: FIRE PET? : OCCUPANCY LOAD: 0 BASEMENT. : 0 s AREA SEP. RATED: 57 OR. : 0 1 IT: 0 f t GnPAGE'. . . : 0 s f OCCU SEP. RATED: BSMT': MEZZ' , REDD SETBACKS--------- REGUIRE:D—_—__---__—___------ ' Fl._OOR I..OAD. . . . . 0 psf I.-EFT: 0 ft.; RGHT: 0 ft FTP SPKI.; SMOK DET, . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BEDRMS: 0 PATHS: 0 IMI` 4il.1RG"ACE: 0 PRO CORR: f'ARF<ING: 0 VALUE. $ .- 0 Remarks : Demolish tine of.tt bi.tilding Owner. —__—_____.____...---_._.______________._ ____—_--------____-- FEES MATRIX DEVEL-OPMENT (LARRY YORK) type amount Lay riat:e rv-__pt G900 SW HAINES STREET PRMT $ 25. 00 JSD 02/13/97 97-290396 9r.—T $ 1 - 29 JSD 1;I;-'/i ?/9 7 97—c 90396 TIGARD OR 97223 EROS $ 26. 00 JSD 02/13/97 97-290396 Phone #: 620- 80F30 FRPC $ 8. 45 JSD 02/1;3/97 197-290396 ERPC f 8. 45 JSD 0;='/13/97 97--290396 Cunt ract,or: _. ....,_ _... . . _._ ..._.. F. LEE ROBINSON CONSTRUCTION 360 NW AMBERWOOD DRTVC: HI _L_SIIORO OR 9711::'4-9321 Phone #: $ 69. 19 TOTAL Reg #. . : 63147 --_---- REQUIRED INSPECTIONS Thin, peroit is issued subject to the regulations contained in the Misc. Inspection Tij+ird Municipal Code, State of ore. Specialty Codes and all other Final I n spect i or, app.leable laigs. All work will be done in accordance with app,-oved plans. This peroit will expire if work is not started witlAn 180 days of issuance, or if wore, is susperded for pore Vie 180 days.i tee r 9 e1' Cal l --sir in-,per-tion — G39 -4175 I 1 t k i r 5�L111�I�.P�ML$ ildiog P r .1l#�Ica9g0. City of Tigard 13125 SW Hall Blvd. Tigard.OR 97223 (503)639-1971 Jnbsite Address: < <'26 5'•c#J. / 5T• QI=FICE USE; ONLY • Tenant: Suite# Planck/Rec. # Valuation. Permit# IAap &Ti_ tiaprstvais RequirAd Address: p00 S.uJ,_ gam S r P�!anning Engineering Telephone: L2<7 ZOR Other Contractor: Address:,<!/-360 ((� 4&7 8FLd eel'. (� _��/ z Type of constr:.— Telephone: Sys �_67 Z -upancy Class:__._ Contractor's License # �- 3 4� Wer? Ygs No (attach copy of current Oregon license) Sq. Ft. Of Project: �r _ Contact name & telephone: Story (1st, 2nd, etc.): Architect 8 Engineer: � 1����.�_ Proposed Use: Address: -- Previous use: Note: Plumbing & mechanical plans must Telephone: 2Z 4, S� be submitted at time of building permit application. .JOB DESCRIPTION: (Applicant Signature & Telephone Number) Received by: _ ___— �" _ Date Received: ' I`,COMP.!tDOC (DST) 10/9b ' 1 _ F' PERM64 Account Description Amount Amt Pd. Balance Due Building Permit (BUILDI t"--^ Plumbing Permit (PLUMB) — Mechanical Permit (MECH) State Tax (TAX) Bldg. -_—�- Plumb. Mech. _.—...J_ Plan Check (PLANCK) Bldg. _ Plumb. , Mech. —. Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Indu!ttriai TIF (TIF- 11 Institutional TIF (Tlt-iS) Office TIF (TIF-O) Water Quality (WQUAL) Water Quanity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erosion PlancklUSA (ERPLAN) Erosion Planck/COT (EROSN) j� _ TOTALS: �r 1.\C(,FnPER DOC (DST) 10/96 1yr NO 1 ('ASF HISTORY FOR CASE NO.: H TP97-0072 MATRIX DSvBUJPMXNT (LARRY YORI() 08900 SN SATTLHR ST • 05/26/99 Req/ schd/ Hnd/ Action Note• Disp BY Update Upd Action Deeo•iption 9 alp Date 1y . Code Sent D•:me Dane -""" ----- - -- --------------------------------------- " _.-_ a^ 02/]3/97 PASS JSD 02/13/97 JD HiJPAU05 Application received / / / / PASS JSD 02/13/97 TD HUPAooe Permit created % / / / °2/13/97 BUPA092 (F) Immue building Permit / / / / 02/13/97 Pq:;? JSD 02/1]/97 TD BUPA799 Final Inepecti.cn / / / / 03/16/98 Per conversation with Carls xi THating PASS TLP 03/16/98 DOW Lab and Superintendent on site, the building wan demolished and removed. No foundation or utilities involved. 09/29/99 JT BUPA950 Case Finaled / / 05/26/9e `s 1 r� is i, r i i. 1 ,q - MR, - "i 7 r �r SW Hall Boulevard i 03 0 C I4i;Z O CA cn (U I a rl. •-.� � �� c a > .rv�. t l 3�•) Cl K ) ' M ^t, Note: Map is not to scab DE_MINIMIS_INC Site Map FIGURE PROJECT NO. ENVIRONMENITALMANAGEMENT^ Level 004441195 34 KW FIKST AVENUE Environments:Site Assessment St1TTE 191 8800 SW Sattler Street 2 December 6,1995 PORTLAND,OREGON 97209 Tigard,Oregon 97224 503-295-*r4