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14140 SW BARROWS ROAD o 711.6 a Co ;u � O in X O D 0 I I 14140 SW BARROW: ROAD Building 5 CITY OF T I G A R D MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: MEC2002-00332 1.125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 7/26/02 PARCEL: 1 S133CC-70052 SITE ADDRESS: 14140 SW BARROWS RD 5-2 SUBDIVISION: SCHOLLS VILLAGE CONDOMINIUMS ZONING: R-25 BLOCK: LOT: 5-3 JURISDICTION: TIG CLASS OF WORK: FLOOR FURN: EVAP COOLERS: TYPE OF USE: UNIT HEATERS: VENT FANS: OCCUPANCY GRP: VENTS W/O APPL: VENT SYSTEMS: STORIES: BOILERS/COMPRESSORS HOODS: FUEL TYPES 0 - 3 HP: 1 DOMES. INCIN: 3 - 15 HP: COMML. INCIN: MAX INPUT: BTU 15 -30 HP: REPAIR UNITS: FIRE DAMPERS?: 30 -50 HP: WOODSTOVES: GAS PRESSURE: 50+ HP: CLO DRYERS: FURN < 100K BTU: AIR HANDLING UNITS OTHER UNITS: FURN >=100K BTU: <= 10000 cfm: GAS OUTLETS: > 10000 cfm: Remarks: Install exterior A/C unit. Cannot be placed in the required setbacks. Owner: FEES SCHOLLS VILLAGE CONDOS Type By Date Amount Receipt 14140 SW BARROWS RD. PRMT CTR 7/26/02 $72.:50 272002000C TIGARD, OR 97115 513CT CTR 7/26/02 $5.80 2720020000 Total 678.30 Phone:not availaUe Contractor: OREGON HEATING + .VC INC PO BOX 397 DUNDEE, OR 97115 REQUIRED INSPECTIONS Mechanical Insp Phone:338-2953 Cooling Unt Insp Reg#:LSC 125815 Final Inspection This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. Thi:; permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted in the Ore'lon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503)246-9189. Issue By: Permittee Signature: � l Call (503) 639-4175 by 7:00 P.M.for inspections needed the next business da Jul 24 02 03: 23p Oregon Heating and Air 509-537-2172 p. 1 J � Meckwdcsd1Pe 'rnft AppUcadoL%- - yLj Uttcreoelvedc y Ptzmit c�t► O( r11g8rfl ProJoct/aPPl.no.: Rviredista. City nfreienrd Address: &3125 SW Hall Blvd,Tigani,OR 97223 , Phone: (5'03)639.4171 Da'eit"red: A Hy:� Recelptvo.. Far:(5071),599-1960 fAtefueoo.• Payment type- Land use.approval: Bulldloglnermlt ,a _-- ❑1 &2 family dwelling,or ecce sory U ommercial industrial U Multi-fi frilly 0 Tenant improvement Cl New construction Addition/slteration/teplacetnertt 0 Other. r s Job address: 1 14 -, Indicate equipment quantifies in boxes tr_low.Indicate the dollar Btdg.no.: ,a=!_ Suite FW. value of all mechanical matenals.equipment.labor,overhead, Tax ma /tax lot/account_noa pmfd.Vuslue f Lots Block: _ TSubdlvitin- *See checklist for important application irWmation and project name. x jurisdiction's fee schedule for rrsiden iel rr:,tmlt fee. zip; ` City/county 1.. �1 1"1 1-a -A _ t Ms cri tion and l a of work on premises'. __ t t 4LL_ DL Fee(ea.) Tole), Eat.date of completion/iaspection: UIDaal i)»ea tltr. Ra.oety ReLoialy Tenant itnprovet or change--fuse.. 1 Is existing space hcated of conditioncd'yi�Yes U No Atr baedling toric _—CFM--., Is(--wtin space imulab:d?n Yet Cl No tw en n sue Ltnreq m R P �ttetwon o cls s ng system o lv`/oan>pirsio� Bttainaaoetnc: ORUZON HEATINGStateboilerpetmitno. �0 �G., tIP Tont BTUM Addmest. PIWpookedaMer9duct,,tno c etextort Cies,: F 0 x - t±e?T - gyp: _ Tiiifpum nte�intequired) Phone: - m il; ritual- pace rnaer7fiMi r —� Indudiwg duetwnrkNent liver O Yes Q No Mll can: 6D Z-_�! aT rc'hT.t- spe City/metro tic.no: II _ wall,or floor ruouatrd Name(please riot) _t Vent fat Wam(AM av7traaee _ Absotptloaaaiu . BTII/N Name. C7tllltn _--- -- HP HP neriass: L ra . City-` — _--- ltale: 71P: App"%cevau _ — Phone: Fait: Gmail: cre>'i►aun ,. F�ooiii 1Sv6Ti''11��•o�tim/�aaost hood twe suppression eyshrn — Name: mthaoat Gm with single duct(bath(AU) Mitilinp addtraa l'ixF MS !±w som u'r►g`a — k- pies V aw&�2 .aa up to&s c eb City; - ---_-- State: ZIP- ---- ��; ----LM lYG oil - r(p3htym— Pax l�IloW: PRe? Ye�iatAidrii urn o �sr emax XMI��. 1ttsert 11M gove Fax: _ _�IG_^ - Ap lit�tlCa siRnntture S Due: )_- ame p aF;4'& we sa}Stilets•ean}t ft atdr.bus,atu MMMeN to xe IMrtla Permit fee. p VLa Q htatte:tC�td Nodose:This eiatlt ap1&lia��n MI111i1Win(bus....... .. N .....S es Aires If a posit is mat obtaiood pun ttrrlaw(u_ %) f od&. aM roar wWin 1 too dap adr k hay been M111-3 —'�i�'-'3�� r `""� g vooe/ledReetttplda• ,�L.. -: 4gp.Ni17MU»t0 ZOOM UIV911 30 UID o98i98SCOS YV3 CS 90 tnOZJnC/po Jul 24 02 03: 20r Oregon Heating and Rir 503-537-2172 P. 2 OREGON HEATING & AIR CONDITIONING, INC. SHEET NO ` CCB #125815 ---------- OF-- -- P.O. BOX 397 CALGULATED BV__ _._ DATE DUNDEE, OREGON 97115 (503) 538.2953 Fax (503) 537-2172 CHECKED BY. DATE SCALE �O V c s� gtTm couc((2 Cowl 3 C14a Jol W�w`I/ C►►d J O�w�uc I Eh O w 1 Cawd c*- -- I cal Q� SW_ NRRO P- 4 t144�i�- Cb4- + CITY OF TIGARD 24-Hoo'r BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST — BUP -- _ Received cL_.Date Requested. �Q L SAM_ s — PM IBUP Location +Q "' �''' _ MEC W 3_-2 r — Contact Person —_ _.— Ph( ) —_ PLM — Contractor____ _ Ph( ) _.� $'o2cl SWR BUILDING Tena ELC _ Footing Foundation Access: ELC Ftg Drain y ELR Crawl Drain IV Slab Inspection Notes: �. SIT Pest& Beam Shear Anchors -- - Ext Sheath/Shear If Int Sheath/Shear i ' dFraming p -'--- Insulation Drywall Nailing - Firewall Fire Sprinkler -- ------ - Fire Alarm Susp'd Ceiling - -- -�,�--- - Roof Other. --- - --- Final PASS PART FAIL — ---- -- PLU_MHING _ Post& Beam - -- - -- - — -- - Under Slab - Rough-In Water Service —__--- -_.- -_---- -- Sanitary Sewer Rain Drains -------- ._--- --_----_--- — Catch Basin Manhole Storm Drain --- - -- ------- ----- Shower Pan Othe,: -- --- ------ — Final -------------- PASS PART FAIL - ------ - - -- ---- ---- --- MECHANICAL Post&Beam —-- ----- --- ------ --- --- -- ---- Rough-In -- -- - ----- - ----- -- - Gas Line aSmoke Dampers --- -- __ _--- I PART FAIL — - - ----------- - - ---- CTRICAL Service -_-_—. -_ ----- ---- ---- - — - - Rough-In UG/Slab - ----- ---- — --- - Low Voltage Fire Alarm - -- -- Final Reinspection fee of$-�__ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL F] Please call for reinsp tion RE: _— F-] Unable to inspect•-no access Fire Supply Line ADA � �- Approach/Sidewalk D -- fJ Inip�tor-----J --__ut — - Other: __ ____ Final - DO NOT REMOVE this Inspection record from the job site. PASS PARS FAIL CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business line: 639-4171 BUP —_Date Requested �' AM PM — BLD — Location --- Suite MEC _— Contact Person Ph r' �l r:/CLl PLM — Contractor Ph SWR BUILDING Tenant/OwnerELC Retaining Wall — ELR Footing Access: �— Foundation FPS Ftg Drain -- SGN Crawl Drain Inspection Notes: — -- Slab - ---- — -- --- --- SIT Post& Beam ---- Ext Sheath/Shear Int Sheath/Shear Framing Insulation — Drywall Nailing Firewall _ - ----- - Fire Sprinkler ___--- Fire Alarm Susp'd Ceiling Roof Misc: --Final PASS PASS PART FAIL --- - -- J PLUMBING `�-----� - - — Post& Beam Under - --------- — _ ------ Under Slab TopOut ------------ -------------------- --- - Water Service Sanitary Sewer - — ---- ----- ------ — --- Rain Drains Final --- -- ----------- --- -- -- PASS PART FAIL MECHANICAL Post& Beam — -- - -- --- — Rough In Gas Line Smoke Dampers Final —_-- _--__ —.— ---------- -- — PASS PART FAIL Servr� Rough In ---- - --- - --- ---.. �— UG/Slab —._--- ---- -- _-- Low Voltage AAS mPART FAIL Backfill/Grading —'-- -"- -- — Sanitary Sewer Storm Drain [ J Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ )Please call for reinspection RE: ( J Unable to inspect•no access Fire Supply Line ADA Approach/Sidewalk Other DateInspector _ _ Ext Final LPASS PART FAIL_ DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 gu q��l Date Requested SJOL AM _PM g� 0-O,i��1i W FPS fl Location 1 L40 Mt � CJV Suite — ME I l y � ('::�7 Contact Person Ph PLM Contract _ Ph SWR _ ILDI We Tenant/Owner ELC Retaining Wail ELR _ Footing Access: Foundation FPS Ftg Drain — — SGN Crawl Drain Inspection Notes: 1- '� - Slab SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation ,.-yfy�6 I -- J � . -� - Drywall Nailing Firewall Fire Sprinkler l�/ec ,M 'r�He ADO i Fire Alarm Susp'd Ceiling Roof Mist: - al ' PART FAIL Post& Beam ✓ Under Slab Z �1 I�V -- Top Out Water Services --- Sanitary Sewer Rain Drains - - v - ------- --__..__ Final � PASS PART FAIL 0Q-1 � CHA , Post&Beam -- - - -V 1 - - --- -- - Rough In �� _ t _��L�• Gas Line Ppke ampers S PART FAIL Service Rough In - ---- T— --- � - -- - UG/Slab Low Voltage — Fire Alarm Final S P FAIL IT ' Backfill/Grading u — Sanitary Sewer Storm Drain �I ( I Reinspection fee of$_ required before next inspection. Pay at City Hail, 13.125 SW Hall Blvd Catch Basin ( 1 Please call for reinspection RE:_ ( J Unable to inspect-nu access IFire Supply Line ADA S/°'dewalk rr`` Date d V a Inspector Y CJl V� Ext PART FAIL DO N01' REMOVE this inspection record from the job site. m W m w � co � aJ 00 w W w D C C C C C C C C C. C C L' t1 V V V V V V V V V 1) D 0 n 0 0 0 0 0 0 0 0 0 < w J O O J J O O C) O O -+ O V N O O O W N Ln A N OD OLP O ani a C7 (/ cn > 0 -0 N a j3. M ro tr O CEJ N a to m o 0 co m � � a � � N � O ro O J: Cl ro ij O' ID 0 CD m ZJ ro v a C m v c W � v to o w to 5 w � to r tD s N o (n a > x c' C) 3 3 n % B m 5. (D G c N N N 0 t0 tD N D twD O 0 tD w rh C� N o <• m � w w o 0 0 0 0 w N N O O q O O O N N tV N N d �A J W N A F J A 1p w p N N N N N N N t�ipp tD O pO O O O O O two O t0 tw0 two w / O O O O O O O t0 t0 tDD ld (p DO N c4 O oto z . . 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Elect'I Service PRMT DST 10/06/199E $53.50 99-318886 Elect'I Final 5PCT DST 10/06/199 $4.28 99-318886 Total $57.78 This Permit is issued subject to the regulations contained in the Tigard Municipal CL,Ie. State of OR Specialty Codes and all other applicable laws All work will be done in accordance with approved plans This permit will expire if won is not started within 180 days of issuance.or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow ru:9s adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-9010 through OAR 001-0080 You may obtain copies of these rules or direct questions to O'JNC at(503; 246-1987 PE.RMITTEE'S SIGNATURE �' ISSUED BY: _ OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: _ _ _ CONTRAC'i OR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: __ - �__._ -- DATE: 1 I C E N S E NO: ---- -- ---- - --- — -- Call 639-4175 by 7:00pm for an Inspection the next business day �\ CIT'Y OF TIGARD — ELECTRICAL PERMIT — PERMIT M ELC1999-00594 DEVELOPMENT SERVICES DATE ISSUED: 10/06/1999 13125 SW H,Il Blvd.,Tigard, OR 97223 (5aftd9h � PARCEL: 1S133CC-00500 SITE ADDRESS: 14140 SW BARROWS RD 5""" SUBDIVISION: ZONING: R-25 BLOCK: LOT : JURISDICTION: TIG Prni^ct Dvsc: ptiow Temporary service of 200 amps or less. _RESIDENTIAL UNIT _ TEMP SRVC/FEEDERS _ MISCELLANEOUS 1000 SF OR LESS: i 0 - 200 amp: 1 PUMPARRIGATION: EACH ADD'L 50057: 201 - 400 amp: SIGN/OUT LINE LTG: Lift?,;TED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HV SVC/ FDR: 601+amps - 1000 volts: MINOR LABEL (10): SBRVILE/FEEDER BRANCH CIRCUITS — — ADD'L INSPECTIONS _ 0 - 2-0 amp. W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 6^0 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 cmp: _ PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only: SVC/FDR>=225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: BARROWS LLC PRA!RIE ELECTRIC INC 2700 NE ANDRESEN 6000 NE 88Th STREET SUITE D-22 VANCOUVER, WA 98665 VANCOUVER, WA 98661 Phone: Phone: 360-573-2750 Reg#: SUP 3562S LIC 000601 ELE 37-491C FEES Required Inspections Type By Date Amount Receipt Elect'I Service PRMT DST 10/06/199E $53.50 99-318886 Elect'I Final 5PCT DST 111/06/199£ $4.28 99-318886 Total $57,78 This Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance,or'rl work is ispended for more than 180 days. ATTENTION: Oregon!aw requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001.001 Q1hrough OAR001 0080. Yo�ay obtain,copies c�these rules ordirect questions to OUNC at(503) 246-1987. _ PERMITTEE'S SIGNATURE , s ISSUED BY: OWNER INS_ ALLATION ONLY The instodation is being made on property I nwn which is not 3nded for sale, lease, or rent. OWNER'S SIGNATURE: _ DATE:-- CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: y`' ' r ' : T — DATE: LICENSE NO: _ Call 639.4175 by 7:00pm for an Inspection the next business day 10.05.99 TUE t4:0f, FAX .160 576 7422 PRAIRIE FI.EC. [ 0 1)1 CITY OF TIGARD Electrical Permit Application Plancf'ech 0 _ 113125 SW MALI. BLVD. Recd 6y — TIGARD OR 97223 Dale Recd_ (d I',,w,"(600)cao-41•rl, .w30-1- Date in P E. Date to DST In,)pcotion (603)600-4t'75 Pr it Il tri Type Permits l L"I�`? I•~i:"�'/'% Fax (503) 598 960 Incomplete or Illegible will not be accepted Called 1 Job A 1dress: 4, Complete Fee Schedule Below: Name :I Development lr/ �iQ�Ie Num_ber of Inspa-salon per permit allowed Narrlr'(or name of business) lyr � Service included; Items Cost Sum City/State/Zip - -�� _ 1000sq.n 01 less s 11775 -- 4 Each additional 500 sq it.or 1 portion thereof _ $ 2645 1 Cnrnml.n ial Residentialh Limited Fnelgy _ f 60.00 _- Lach Manufd Homer or Modular 2a. (;ontracior insmilatlon only: coni—.,ro,,r., a TL/9 _ (Pnor(o permit issuance,applicants must provide contractor licanfce 4b.Services or weeders information for CUT data base) p InstaUallon,alteration,or rolocalion El(;dri�iil Cq/ntractor -- -1�1-QA y" e -� 200 amps or less s "+25 2. Address U'e� /V.G _�` _`_ 201 amps to 400 amps s BS.SD 2 — 401 amps 10 600 amps 5 125.50 2 CIN q._---.._ ate �!h Zip _ 601 amps To 1000 amps - - a 19230 - 2 Phone No. 3 Io0— 57.� 7�. oyer 1000 amps at volts E 363.75 2 lob No. _ Reconnect only f 53 F0 �' _ 2 I Ir:c Cont. Lice.No. Exp Date ac-Temporary SorvhFa nr Feeders OR ^tare CCB Reg. No,_ _ p.Date �- -09 Instaeatlon,alteration.orrAvcallon / 5� COT Business-tax or Metfo No.^ E:xp.Da I a - / 200 amps or less I s 53.50 7 201 amps In 400 amps __ f 80.25 2 Ont amps to too at 1ps $ 107.00 2 Signature of Supr Elec'I1 �' �— oyer 600 ams in-1000 i(3ns, License No. 3—' 6 _Ex Date 0 �—O 901°t'above- -- P -- 4d-Firanch Circuits PhOnr No. New,alleration or ertenslon per panel a)Thn Ice for branch r,'culllg 2b. For ownrr installations: sith purchase M111rvlce or feeder fee. Print Owners NarneFarb branch circuit s 5 asAdd2 b)The fee for branch circuits city Stele s_-- _ -- -- �_- without purchase of service City f _ ,1Jp or feeder fee. Phon9 No, First bronph circull f 37 50 -- Each additional branch chrcult �! f '45 -- - — 1 he Installation is being rr,ade on property I own which Is not an Miscellaneous intended for sale,Va."or rent. (Servtre or feedor not Included) Each pump or itylgallnn circle $ 42,75 Fach sign or aulline lighting Owner's Signature - 19 9 b 42 75 `--- signal dreuN(s)or a limited enE:rgy pend,alteration or extension S 60.00 3. Plan Review section (if required):* Minor Labels(l o) _ f 101.4)9 , •r Leers•d OIIIYnnI InJ acU.•I,v.e,T-_ --� r�'d� .— _ f'Ir:uac ullccA apprc•pEirlo lion,n,,,. �rllcr far. In arcllun 1D. p a or more residential units in one svixtufe the allnwable In a^v of the above Servide and leader 225 amps or mare Per inspection f soon Per hour _- S 50.00 System over 600 v,lts nominal In Plant �_ f 59.00 �--- -- _ Classified area o'structure cantall,ing special occuparcy as --- descrlbe. Ir N E.0 Chapter 5. Fees: 5a.Fnter total of above fees 5 •Sr� 7u4mi1 i'MILS 0 nlwm with appllcatlun wrivie tiny of Ilia aborn apply '^'Itaultux.a(,P&x lulal fens) f _ Not required for temporary constructlen services. Subtotal 't75 s 6b.Enter 25%of bre 5a for f?TICE F1an Review iT rewired(sec 3) S FFRMITS BLCOMF VOID IF WORK OR CONSTRUCTION AUTHORIZED Subtotal ; i5 NOT C.0MMINCED WITHIN l eo DAYS,OR IF CONSTRUCT ION OR rr�� WORK iC';usPENDED OR ABANDONED FORA PLRIOD OF 180 DAYS u AT ANY TIME^.^ER WORK IS COMMFNCLO. Total balance Due �T $�w S dsrs fnimsWeetrir..dnc F�—��d �_J_ Jt'D- 1_7 5/0-4- 10/01/94 MON 13:13 (TX/RX NU 5068) 0}002 CITYOF TIGARD CERTIFICATEOt OCCUPANCY DEVELOPMENT SERVICES PERMIT#: BOP1999-00179 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 10/08/1999 PARCEL: 1 S133CC-00500 ZONING: R-25 JURISDICTION: TIG SITE ADDRESS: '14140 SW BARROWS RD 5""« SUBDIVISION: SCHOLLS VILLAGE II BLOCK: LOT: CLASS OF WORK: NEW a TYPE OF USE: MF FILE Co TYPE OF CONSTR: 5-1 HR OCCUPANCY GRP: R1 OCCUPANCY LOAD: 7 TENANT NAME: SCHOLLS VILLAGE II CONDOMINIUM REMARKS: New Condominiums - Building 5, units 1, 2, 3, 4, 5 Owner: BARROWS LLC 2700 NE ANDRESEN SUITE D-22 VANCOUVER, WA 98661 Phone: Contractor: POLYGON NORTHWEST CO PO BOY, 1349 BELLVUE, WA 98009 Phone: 360-695-7700 Reg M LIC 102912 This Certificate issued 05/311/2000 grants occupancy of the above referenced building or portion thereof and confirms that the building has been inspected for compliance with tide State of Ore n Specialty Codes for the group, occupancy, and use under which the referenced p r�nit was issued. BUILDING INSPECTOR BUILDIAG OFFICIAL POST IN CONSPICUOUS PLACE I CITY ITY O TIGAR BUILD114G PERMIT \ --- D PERMIT#: BU1:11999-00179 DEVELOPMENT SERVICES DATE ISSUED: 10/8/99 13125 SW Hall Blvd.. Tigard, OR 97223 (50311639-4171 PARCEL: 1S133CC-00500 SITE ADDRESS: '14140 SW BARROWS RD 5'" SUBDIVISION: ZONING: P-25 BLOCK: LOT: JURISDICTION: TiG REISSUE. FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK. NEW FIRST: 212 sf N: 1 HR S: 1 HR E:: 1 HR W: 1 HR TYPE OF USE: MF SECOND: 3.056 sf PROJECT OPENINGS? TYPE OF CONST: 5-1 HIR 3,061 sf N: 3: E: W: OCCUPANCY GRP: R1 TOTAL AREA: 6,329.00 sf ROOF CONST: B FIRE RET? OCCUPANCY LOAD: 7 BASEMENT: sf AREA SEP. RATED: STOR: 3 HT: 30 ft GARAGE: 2,962 sf OCCU SEP. RATED: 1 HR BSMT?: N MEZZ?: N READ SETBACKS _ __R_EQUIRED FLOOR LOAD: 40 psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET:Y DWELLING UNITS: 5 FRNT: ft REAR: ft FIR ALR.M : Y HNDICP ACC:N BEDRMS: 12 BATHS: 10 IMP SURFACE: PRO CORR: N PARKING: VALUE: -4-j6o`1c' Remarks: New 5 unit residential dwelling. Mechanical, electrical, and plumbing by separate permit. Owner: Contractor: BARROWS . POLYGON NORTHWEST CO 2700 NE X 149 SUITED 22 Gr EN BOLBOUE 3WA 98009 ORIGN' AL V�10 OUVER, WA 98661 Phone: 360-695-7700 Reg #: uc ie2912 _ FEES REQUIRED INSPECTIONS Type By Date Amount Receipt Erosion Conhol Insp 844-8 Roof naiing Insp FIRE GEO 5/6/99 $547.20 99-315001 Footing Insp Appr/Sowlk Insp Slab Insp Reinf. Concrete final report CDCB DEB 9/15/99 $12500 99-318356 Framing Insp Structural welding final rep CDCP DEB 9/15/99 $125.00 99-318356 Insulation Insp Final Inspection PRMT DEB 9/15/99 $1,420.69 99-318356 Shear Wall Insp (additional fees not listed here) Exterior Sheathing Insp Firewall Insp Total $11,694.86 Gyp Board Insp Smoke Detector _ This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accords ice with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for n-rore. than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-19871 . You may obtain a copy of these rules or direct questions to OUNC by calling (503) 2.46-1987. Pe rmiteei Signature. ' Issued B� Call 639-4175 by 7 p.m. for an inspection the next business day Ct i Y Ot- TIGARD Multi-Family Building Permit Application Plan check ax 55 13125 SW HALL, BLVD. New Construction and Additions Date Recd- TIGiARD, OR 97223 Date to P.E. (503) 6;39-4171 Dale to DSTPermlte Print or Type called _ Incomplete or illegible applications will not be accepted --�- Na f Uevr:IOPment/Project — Existing Building [3 New Building .lab �� D l�`� V/, ��Gt f �.�. - ---- __ Address site,Address Building Number of Units _ 1` D � �Gt r"rCwS .'r,� Data S _ Bldg* Rao /State zip Existing Use of Building or Property: 5- ,( X172 Name _ Property , alro Sq. Ft. of Dwelling: Sq. Ft. of Garage: Owner Mailing Address /j,,•_—�- Suit to 3 Z`� 2 ci 700_/�� ►J (�� /✓ Proposed Use of Building or Property: 7Istate 71P Phone 3�__D Vouw,. i c1S�W-f 2,l_-77ov "---� Nam�1(0 _�/fD� No. Of Stories: General Go( _ IV DCT`7U�'S�_ Contractor Mailing Addre s Su" Occupancy Class(es) Poo 4E �i�z rpt De?Z I arkx to permit GtylS!ate �v/�Ip Phone y 7�,Dn Type(s)of Goons Iry1,ction Issuance, llNcacopy /r,.,, „ave//- �Sr// / /�' rW \v/ ► 1 of all Noenses G�[� G�qol � Will this project have a Fire Suppression System? are required If Oregon Const.Cont.Board Llc.t Up.Date expired In C.O.T. Yes 50 No ❑ D P'Plsc4 S V8w_>w�]► , database I b��' Americans with Disabilities Act(ADA) Name Valuation X 25%=$ Participation Aechftect hraAo14-7r�")• Complete Accessibility Form Project $ �►5 Mailing Address Suite Valuation /, 00 ` - City/State vp Phone 012 S Plans Required: See Matrix for number of sets to submit on back Engineer Name I hereby acknowledge that I have read this application,that the Information Mailing Address Sulte given Is correct,that I am the owner or authorized agent of the owner,and to T�� okt�t!// u s l ' that plans submitted are In compliance with Oregon State Laws. Clly/Stale 7ipPhone b3 Signature /of'Owner/Agent Date 7223 0 Indicate type of work: New 011 Addition O Demolition O ntact Pe 14" Phone P✓xessory Structure O Foundation Only O Alteration O F' 6;��J� ;31 Repolr U Other O '- --- ooactipdon of work: �-'— FOR OFFICE USE ONLY lots •Work Permit Application must precede or accompany Building � �) 4m, .ppllc"on C �� '' a() %AULTINEVVTK)C (DST) M811111111 Note "TIF" Fees hay e not hrcn added — DBJ35D >ll R D F S I G- N I N C . May 24, 1999 Bob Poskin, CBO RECEIVED City of Tigard 13125 SW Hall Blvd MAY 2 4 1999 Tigard, OR 91223 COMMUNITY OEVELOPMLNT FSE, Scholls Village II 14140 SW Barrows Road PC# 1-43C, SIT# 99-0001 Dear Bob, This letter is to review the attached information submitted for the Scholls Village 2 project for your review and approval. WRG has completed revisions to the site grading and utility plans in accordance with previous City review comments. In additional, WRG has provided additional information requested in your letter dated January 27, 1999. The following is a summary of the status of items listed in this letter. (A copy of this letter is attached for your reference) Item No. 1, Liquefaction and soil strength information is addressed in the Geotechnical Investigation dated April 2, 1999 submitted to you previously, an additional copy is included. Item No 2, Surrender of 35 foot road access easement is being completed and will be filed prior to final platting of the project. i Item No. 3, All excavation and embankment work performed on the site will be in accordance with the recommendations of the geotechnical report and monitored and tested by an approved testing agency. ��Itern No. 4, The completed Soils Inspection Form will be submitted when the site permit is picked up Item No. 5, Fire Flow calculations includinq a competed fire flow work sheet (from Phrase 1) and a flow test Summary Report for the Fire Hydrant at the corner of Walnut and SW Barrows are included PLANNERS ■ ENGINEERS ■ LAWSCAPE ARCHITECTS ■ SURVEYORS 10450 SW Nimbus Ave Portland, OR 97")2//3 / (503) 603-9933 (fax) 603-9944 ��ry i�un ■ ��/i a(,(41 Scholls Village 2 Site plan review May 24, 1999 Page 2 Item No. 6, Walls on the site are intended to be less than 48 inches in height. Walls will be designed and constructed by the contractor. Shoulo any walls be higher than 48 inches, calculations will be provided for the City's review and approval. Item No. 7, As was the case in Phase 1, all Sanitary Sewer on the site will be private. Item No, 8, Storm drainage calculations are included in the "Project Calculations" Item No 9 WRG and the owner will coordinate with the City during construction to locate and install curb markings and signing in accordance with 11FC. Accessibility, Item No. 1, There are no single story buildings on the site. Bob I hope this helps You in your review and approval process. We have also submitted plans to Brian Rager at the City for his review of the public water system and to Washington County for their review of the sidewalk along f3W Barrows Road. Please don't hesitate to call me if you have any questions regardi ig this information. Sincerely, WRG Design Inc. �M lW -,ri Fred Gar iso, P.E. Associate c Fred Gast, Polygon NW Co. Q_ —IR 6 E S 1 c:➢ N N c'. January 27, 1999 C40 ` TIGARD Milbrandt Architects G0N 11715 SE 5th Street Bellevue, WA 98005 RE: Scholls Village II Site Plan Review 14140 SW Barrows Rd PCM 143c SIVE: 99-0001 Submittal documents for the above r0erenced project have been reviewed for conforms-ice with the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: SITE:W,,ORK'y 1 Provide a liquefaction potential and soil strength loss report (OSSC, Section 1804.1.1 and 1804.5). 2 Provide evidence of 35 foot road and access easement surrender. 3. Fill placed on the property which is to support the foundation of a building shall be placed in accordance with accepted engineering practice. Submit a soils investigation report and a report from an approved testing agency of satisfactory placernent of fill f OSSC, Section ..�� 3301.1 1, ' Complete the enclosed Soils Special Inspection form designating an Approved Testing Laboratory [Line B]and signed by the owner of the project(Line D]. A The completed form must be returned to this office before a Site permit can be issued. B. Copies of all special inspection reports shall be filed with this office continually during construction fOSSC, Section 3305]. C. A final signed report must be on file before an occupancy certificate will be issued fOSSC, Section 3318]. 5 No building shall be constructed, altered, enlarged, moved or repaired in a manner that by reason of size, type of construction, number of stories, occupancy or any combinah3n thereof, creates a need for a fire flow in excess of 3,000 gallons per minute at 20 psi residual or exceeds the available fire flaw at the site of the structure (UFC, Section 903.3]. A. Provide Fire Flow Testing pursuant to NFPA 291 using the enclosed "Hydrant Flow Test Report Form." B. Complete the enclosed "Fire Flow Work Sheet' and return to the City of Tigard attention Plans Examiner. Note: These documents shall be on file before a buildin�_permit will be Issued. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 -- -------- Scholls Village II Site Plan Review PC#: 1-43c BUP#: 99-0001 Page#2 6. 1 am unable to determine the extent of CMU retaining walla. Walls exceeding 48 inches in ACV l�� height shall be engineered. Provide the engineering calculations and include the design l'1 and specifications in the revised plans. 7. All sanitary lines shall be placed in a public easement. Design standards are established by the Unified Sewerage Agency, Contact Brian Rager, City of Tigard Development Review Engineer. 8. Sizing of all storm drain piping is determined by OPSC, Table 11-2. If an engineered system is to be used in lieu of a table 11-2, two sets of plans stamped by an engineer licensed in Oregon and the hydrodynamic calculations must be submitted for review and approval. y` A. The minimum slope of storm drain piping is 1%. Provide engineering for the 129.10 I.f. of 10 inch piping. B. The capacity of the 218.80 I.f. of 8 inch piping is exceeded before roof drain 115. Provide an engineered system C. The capacity of the 59.2 I.f. of '10 inch pipe s exceeded by more than 2 times that specified by O?SC, Table 11-2. Provide an engineered system. 9. Streets less than 28 feet wide shall have curb markings and signs"No Parking Fire Lane" UFC, Section 901.4.5(1)(2)(3) and 9014.5 2. 1. If there are single story dwellings within the project provisions of OSSC, Chapter 11 shall be provided. Please submit threA copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerely, Robert Poskin, CBO PLANS EXAMINE C: WRG Design Inc. 10450 SW Nimbus Ave. Portland, OR 97223 m 1prm%yekfocumenh2K99_00 011pc143c doc Main Office Salam Office Band Office P.O.Box 23814 4060 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing IncPhone(503)684-3460 Phone(503)589.1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589.1309 FAX(541)330-9163 Special Inspection FINAL SUMMARY LETTER April 6, 2000 ;�Z1F1�7 T 99028781) Lei 02000City of Tigard 13125 SW Hall Blvd., --- Tigard OR 97223-8199 Attn: Building Department Re: Scholls Village Condominiums — Phase II — Building #5 14,140 SW Barrows Road, Tigard, OR Permit No : BUP99-00179 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform building Code and Chapter 24.20, T itle 24, we have performed special inspection of the following item(s) per our inspection reports only: Structural Steel — Field All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved 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 reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. gH:jdk submitted, ESTING, INC. etpas rance Manager cc. Polygon No,thwest Company P MORM-PORMFIN11 R\T"2811.0 CITY OF TIGARDBUILDING PERMIT PERMIT#: BUP2000-00041 DEVELOPMENT SERVICES DATE ISSUED: 2/10/00 13125 SW Hall Blvd.,Tiqard, OR 97223 (503) 639-4171 PARCEL- 1S133CC-00500 SITE ADDRESS: 14140 SW BARROWS RD 5` SUBDIVISION: SCHOLLS VILLAGE II ZONING: R-25 BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION _ CLASS OF WORK: FPS FIRST: sf N: S: E: W: TYPE OF USE: MF SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: S: E: W: OrCUPANCY GRP: R1 TOTAL AREA: sf ROOF CONST: FIRE RET? OCI:UPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS _ _ REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SIMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : Y HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 1,377.00 Remarks: Fire alarm permit. Owner: Contractor: POLYGON NW PRAIRIE ELECTRIC 2700 NE ANDRESON RD 6000 NE 88TH STREET VANCOUVER, WA 98661 VANCOUVER, WA 98665 Phone: Phone: 360-573-2750 Reg#: LIC 60178 FEES _-- REQUIRED INSPECTIONS Type By Date Amount Receipt Fire Alarm PRMT BON 2/4/00 $50.00 00-321597 Final Inspection 5PCT BON 2/4/00 $4.00 00-321597 F=IRE BON 2/4/00 $20.00 00-321597 — Total $74.00 ORIGINAL 1 his permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance -nrith approved plans. This permit will expire if work is riot started within 180 days of issuance, or if work is suSpended for more than 180 days. ATTENTION. Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952--001-1987. 'You may obtain a copy of these rules or direct cuestions to OUNC; by calling (503) 246-1987. Pennitee , /? Signature: { Il 111 /') t Py-I{.l('.e ---------- � II � Issued By: -- Call 639-4175 by 7 p.m. for an inspection the next businoss day Fire Protection Permit Application Plan Check# t is CITY 0F -hGARD Commercial or Residential Recd By 13125 SW HALL BLVD. Date Recd rs�e2 � TIGARD, OR 97223 Print or Type Date to P.E. (503) 639-4171, x. 304 Incomplete or illegible applications will not be accepted Date to DST - Permit# 1(72tm Called _ .lob N o I, Developm nt/PrAC Type of System (Complete A or B as applicable) i r I --a'-1.l dc _ Address Address p —�— ____�_— 110 '5,,, ko. A.) Sprinkler Wet ❑ Dry ❑ Nr�ne n, Standpipes }art (t'.' Owner Mailing Address Hazard Group n. Additional r.ity/State Zip Phone Information Density r °��il5lf A r x - - Name Design Area Occupant Mailing Address K. Factor City/State zip Phone A.1) Sprinkler Project Valuation $ Contractor Ne B.) Fire Alarm (Sprinkler or - P- t` LLtuo c C- Alarm Company) Mailing Address Submittal Shall Include Battery Calculations YES Prior to permit issuance,a City/State Zip Phone Individual Component YES ❑ copy Cut Sheets of all licenses '� G �j3 D?S' 8.1) Fire Alarm Project Valuation are required if State Const.ConBoard Co-it. ' and Lic# Exp. Date _ $ expired in COT Project Valuation Subtotal (A & or B) database _ �.-G J l � 5-/,5 �, $ Z VName Permit fee based on valuation C"J 1P 17 &��AN0 _ (see chart on back) $ 5 Architect Mailing Address — o Surcharge i f_ •5r T 5�-1 9 $ ,r CitylState ZipPho a -- ;Lt AV0L W , -7130 FLS Plan Review 40%of Permit $ Describe work A.)New 0 Addition O Alteration O Repair O TOTAL $ to be done: _ J� :Frani All B) Modification to sprinkler heads only plans required Submit three sets of plans, including a vicinity ma and T�rKi:AL�RwI 1 1�10 heads=No plans required q P Y P A 2. 11—Plan review required the location of the nearest hydrart. _ --------------------—1------ I hereby acknowledge that I have reao this application,that the Information given is Number of sprinkler heads: correct,that I am tho owner or authorized agent of the owner,and that ians submitted Additional Description of Work:`P>z;L 0.W-!- are in compliance with Oregon State laws Ce•�-s%9r s /V- -1 (5-1 4,40 — — - 5 lure of O nee/Agent Date ir - nr, r .�?.S-3 5� •� A.) n Existing Building New Building / -, Qct Building Contact Person Name Phone B. Commercial _ Data 1 O ResiuentialEL'cks��✓ FOR OFFICE USE ONLY: No.of stories: Plat# Map(rL#: Sq.Ft: Ig- , 5' Vt7_ _ Notes Occupancy Class ss Type of Construction is\dsts\forms\fir,!supr.doc 7/21'99 Valuation of Project Permit fee Tax 8% FLS 40% Total 1 - 2,000 50.00 4.00 20.00 74.00 2,001 - 3,000 59.25 4.74 23.70 87.69 3,001 - 4,000 68.50 5.48 27.40 101.38 _ 4,001 - 5,000 77.75 6.22 31.10 115.07 5,001 - 6,000 87.00 6.96 34.80 128.76 6,001 - 7,000 96.25 7.70 38.50 142.45 7,001 8,000 105.50 8.44 42.20 156.14 8,001 - 9,000 114.76 9.18 45.90 169.83 _ 9,001 - 10,000 124.00 9.92 49.60 183.52 10,001 -111,000 _ 133.25 10.66 53.30 197.21 11,001 -112,000 V 142.50 11.40 57.00 210.90 _12,001 -113,000 _ 151.76 12.14 60.70 224.59 13,001,-114,000 161.00 12.88 64.40 238.28 14,001 -115,000 170.25 13.62 68.10 251.97 15,001 - 16,000 179.50 14.36 71.80 265.66 16,001 - 17,000 _ 188.75 15.10 75.50 279.35 17,001 - 18,000 _ 198.00 15.84 79.20 293.04 18,001 - 19,000 _i _ 207.25 16.58 82.90 306.73 _ 19,001 -,20,000 216.50 17.32 86.60 320.42 _ 20,001 -121,000 _ 225.75 18.06 90.30 334.11 21,001 -122,000 235.00 18.80 94.00 347.80 22,001 -123,000 244.25 --- 19.64 97.70 361.49 23,001 -124,000 _ 253.50 20.28 101.40 375.18 24,001 -125,000 282.75 21.02 _ 105.10 388.87 _26,001 -126,000 269.50 21.68 107.80 398.86 26,001 - 27,000 276.25 22.10 110.50 408.85_ 27,001 - 28,000 _ 283.00 22.64 113.20 418.84 28,001 - 29,000 _ 289.75 23.18 115.90 428.83 29,001 - 30,000 296.50 23.72 118.60 438.82 30,001 - 31,000 303.25 24.28 121.30 448.81 _ 31,001 - 32,000 310.00 24.80 124.00 458.80 _ 32,001 - 33,000 _ 316.75 25.34 126.70 488.79 33,001 - 34,000 _ _ 323.50 25.88 129.40 478.78 34,001 -135,000 330.25 26.42 132.10 488.77 35,001 -136,000 337.00 26.96 134.80 498.76 36,001 - 37,000 343.75 17.50 137.50 508.76 37,001 - 38,000 350.50 28.04 140.20 518.74 38,001 - 39,000 357.26 28.58 142.90 528.73 399,001 - 40,000 364.00 29.12 146.60 538.72 40,001 - 41,000 370.75 29.66 148.30 548.71 41,001 - 42,000 _ 377.50 30.20 151.00 558.70 _ 42,001 -143,000 384.25 30.74 153.70 568.69 43,001 - 44,000 391.00 31.28 166.40 578.68 _ 44,001 - 45,000 397.75 31.82 159.10 588.67 _ 45,0011- 46,000 404.50 _ 32.36 161.80 J 598.66 _ 46,001 - 47,000 411.25 32.90 164.50 608.65 47,001 - 48,000 418.00 33.44 167.20 61864 48,001 - 49,000 424.75 33.98 169.90 1 628.63 49,001 50,000 431.50-=34.52 172.60 6.38.62 is\dsts\forms\firesupr.doc 12/23/99 v CITYOF TIGARD BUILDING PERMIT DEVELOPMENT SERVICES 1/5/00 PERMIT#: 9-00536 " DATE ISSUED: 1!5/00 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639-4171 SITE ADDRESS: 14140 SW BARROWS RD 5"" PARCEL: 1S133CC 00500 SUBDIVISION: SCHOLLS VILLAGE II ZONING: R-25 BLOCK: LOT: JURISDICTION. TIG REISSUE: FLOOR AREAS — EXTERIOR WALL CONSTRUCTION CLASS OF WORK: FPS ST . TYPE OF USE: MF SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5-1HR sf — . OCCUPANCY GRP: R3 TOTAL AREA: sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS REQUIRED FLOOR r_OAD: psf -LEFT-- ft RUHT: ft — FIR SDRC Y SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM • HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 6,579.00 Remarks: complete NFPA 12R sprinkler system w/FDC. Owner: Contractor: BARROWS LLC DISCOUNT FIRE SYSTEMS INC 2700 NE ANDRESEN 7402 SE JOHNSON CREEK BLVD SUITE D-22 PORTLAND, OR 972.06 VANCOUVER, WA 98661 Phone: Phone: 777-5030 Reg#: LIC 00045441 _FEES REQUIP.�:O INSPECTIONS Type By Date Amount Receipt Sprinkler Rough-In PRMT BON 1/5/00 $96.25 00-320922 Sprinkler Final 5PCT BON 1/5/00 $7 70 00-320922 FIRE BON 1/5/00 $38 50 00-320922 Total $142.45 ORIGINAL - This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specia Fy Codes and all other applicable law All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1987 You may obtain a copy of these rules or direct questions to OUNC by calling (503)246-1987. Permitee Signature 'tyl — Issued By: _- Call 639-4175 by 7 p.m. for an inspection the next business clay 1 {T?a�'+'. e1=1i�7>oa't' • 3'7�' ''j'r ' $1503 084 7207 CITY OF TIGARD _ 10tJQ2/003 Fire Protection Permit Application Plan Chack9 :tTY OF TIGARD Commercial or Residential Recd By 3125 SW HALL BLVD. DateROc'd /epi ]GARD, OR 97223 Print or Date to P.[ L2 � 1 503) 639-4171 Ext. 304 Incomplete or illegible applications will not be accepted Date to DST Pormil p • -OQ3 UP Called t, _ � r Name of Develo entvpro)ect Job �� / Type of System (Complete A or 0 as applicable) Address Address ef A.) Sprinkler wet Dry 0 14-40- ,„--�� Standpipes Nome P ( CA Owner MailingA ie k �?� Additional a�G i ZIUU �5e City/ late p Pno In tient (Jjw,r—wA 8�� p �0L ._ �� sign Amu z Name 0 7— Occupant MailrngAddrem --� KFactor S-( Clrylsixte Zip Phone Sprinkier Project Valuation $ (P`, .CIO CUT Business Tax or Melru it L xp.Date 4.) Fire Alarm Contractor. Name` Submittal Shall InrludeElnd�i-M�'.dual alculations ;ES[i Q1 T I r�T 7 S46�4 a , Component YES(Sprinkler or MailinaAndress I _ ts Alarm cit-5�065a Cr-• P(V� Company) to Phone Fire Alarm Project Valuation $ h/' p 0?- 1,?d -t-5630 ' Attach Copy state �on t,icont Board UC1 Exp. a�e0 Project Valuation Subtotal (A or 8) $ of �1�.�..__ l0 UU Cunent COT Susi cc}}s I ax or Metro 0 Ex fate Permit fee bases; on valuation $ Licenses Cpl 66 _ (see chart on back) ' Na --7 /.Surcharge $ aS Architect MaiingAddmssc FLS Plan Review 40% of Subtotal $ � /State WA Zip Phone TOTACT$ - 24g.4)4 Agai V00 --1130-454 Dc.lithe work A.)New Addition U Alteration n Repair O PLANS MUST OP SU13MITTED,approved and■permit issued prior b irutallae -.1. to be bone' Three sed of puns and&h Nan(and vicinity rup)required wrbrtt amws location a nearest hydnLnt B.) Basement O HoodNent O Spray Booth O 1 heresy aa,nowieaga Out I have rear!Iha application that the rwomLabon given Is Complete AQ Partial O Exitway O csneu,that I am the own"or auetwed agent of the ew*ner,end Out dans submitted are in axnpilance with Oregon Stair Laws, Additional De r�iplion of Work: Cot , NEPA 13 P_5Prl h klprF0( Signam turo of oweNA ant Date r Z 8 -- A.)In C x4ting Building C) New Building Contact Person Name Phone Building can Bar�.. a -I-11-50V _ Data B.) �:,ommercial p Residential FOR OFFICE USE ONLY: I^v Plat# - MaPITt#: r f No.of Stories: Occupancy Class Type of Cpnstruction - + sVire�epr dor, 5 CITY OF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM1999-00148 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 10/8/99 SITE. ADDRESS: 14140 SW BARROWS RD 5" PARCEL: 1S133CC-00500 SUBDIVISION: ZONING: R-25 BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: NEW GARBAGE DISPOSALS: 5 MOBILE HOME SPACES: TYPE OF USE: MF WASHING MACH: 5 BACKFLOW PREVNTRS: OCCUPANCY GRP: R1 FLOOR DRAINS: TRAPS: STORIES: 3 WATER HEATERS: 5 CATCH BASINS: FIXTURES _ LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: 5 URINALS: GREASE TRAPS: LAVATORIES: 15 OTHER FIXTURES: TUB/SHOWERS: 10 SEWER LINE: ft WATER CLOSETS: 15 WATER LINE: ft DISHWASHERS: 5 RAIN DRAIN: ft Remarks: Plumbing for a new 5 unit residential dwelling. FEES Owner: Type By Date Amount Receipt BARROWS LLC PRMT DEB 10/8/99 $675.00 99.318936 2700 NE ANDRESEN MISC DEB 10/8/99 $33.15 99-318936 SUITE D-22 APPL DEB 10/8/99 $168.75 99-318936 VANCOUVER, WA 98661 _ Phone 1: Total _$877.50 Contractor: _ BAILEY MECHANICAL CONTRACTORS 11995 SW SETTLER DRIVE BEAVERTON, OR 97005 REQUIRED INSPECTIONS Phone 1: 579-0353 Sewer Inspection Re #: LIC 00110956 Water Service Insp Reg Rough-in Insp PLM 37 378P Top-out Insp Rain Drain Insp Final Inspection ORIGINAL This permit is issued subject to the regulations contained in the Tigard Muoicipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is riot started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification. Center. Thore rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0080 You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-19[17. Issued�y: � _x V � (I)a +" '_� Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day I I T Ur I I"AMU vium Ing rcrmit Applicata®n Plan01wok 3125 SW HALL BLVD. Commercial and Residential Ret:dBy IGARD, OR 97223 Date Raid�! o 503) 539-4171 Date to PZ'` 1—_ Print or Type Date to WT Incomplete or Illegible applications will not be accepted ''��y� (r\\ Related SWR*Lf �s0'/Oy caned Name of Grvelopment/P eject til Job Sink 79()046- Water Address StreetAd"ss,, - J-I suite lavatory K�l Tub or Tub/Shower Comb.Bldgg �dgt571 k �lale �lZZip� �n1 .� Shower Only\ Gosel ��, ��C .�a �) Dishwasher OWner Mailing Address suns Garbage Disposal �1` •� N . r�5c�-n 'Z Z Washing Madhine 9.uo Cny/State zip uk - Phone 3,k r - LMAC --� 4 c, FloorDrairvFloorSink 2- 9.00 Name / 3' 9.00 4' 9.00 Occupant Mailing Address Suite Water Heater O corversion c like kind 400 1 rAc- Gas PlPing re qulres a separate mechanical permit. city/State Zip Phone Laundry Room Tray 9.00 Urinal 9.00 $A I.t_�Y Y' 'ydLK(t r\k L6Q other Fixtures(speify) 9.00 - Contractor Maltap Address h suite a 30 Prior to perm" te 7Jn Phone '503, Sewer-1st 100' 30.00 Issuance,a copy Glt;l/Vtolr ` — — - Sower-eachadditiona1100' 25.04) of all licenses are Greg A_nst.Cont.Board Uc.! Fes.Date - - required H U _I-1-.p Water Sen I WatAoc- 'at 100' 30.00 ed In COT Plumbing Lir. ! F,m.Date Water Service-each additional 200' 25.00 Aabase .- f j `S•3/-1 Stone 6 Rain Drain-1st 100' 30.00 Name Storm Q Rain Drain-each additional 100' 25.00 Architect 161\W)mrd Mobile Home Space —� 25.00 or Mailing Address suite Commercial Hadi Flow Prevention Device or Anti- 25.00 KIV--, .`)C z� LAD Pollution Device Englneer �ly/s to — p Phone ZS` Residential Backflow Prevention Device' 1500 �J � �V �V� C 0 f --]%)u (irrigation timing devices require a separate workto be done: �— restricted energy permit.) _ New Repalr O Replace with Ike kind: Yes O No O Any Trap or Waste Not Connected to a Fbdum 0.00 w O Commercial O Catch Basin _- 9.W Additional desrxiptOn of worts: Insp.of Existing Plumbing 40.00 _ rrtu Specially Requested Inspections 40.00 Nhr Are you capping,moving or replacing any fixtures? Rain[rain,single family dwelling r. •30.00 Yes O No O Grease Traps 9.00 tf yes,see back of form to Indicate work performed by QUANTITY TOTAL fixture. FAILURE TO ACCURATELY REPORT FIXTURE IiaislibariMar""'" M if a,.ntity'roW Is >e WORK COULD RESULT IN INCREASED SEWER FEES. _ ,,_... . 'SUBTOTAL. I IN!rcby acknowledge that I have read this application,that the Information given Is aired,that 1 am the owner or authorized agent of the owner,and _._......,,. . 6%SURCHARGE thatliar-ts submitted are In compliance with Oregon Stats Laws. SIgnaWPaof OtplerlAgent - ,._ _. . Date _�_.q..Q.. ••Pt AN REVIEW 26%OF SUBTOTAL e1 7 S Nom" Iotalb>9 __ G yl` �,S TOTAL 977S� conw Pausal ' _^ r R �� ,• "� f" •Mlnlmum pertnit tee Is$25+6%surcliarge,except ftesidentlM Backf * t�Vl • _ F'revertlon rJeNoo,wtAch is i15+6!6 surcharge ' r '.\t Y•...+ Mlt� Ar. \.',,. --All New C�onx\irclal Bullding!r require plans wkhlso;Al te. 0 •erbijpr�fll 1 .I•,., .\fI` �. ' 1. ! • .. ,errp�.nrrpp.eee 1QIse• ,•I r •;4 � a 4''•+1 r'yF`!* i(r, `.' ', L•� . '��. y,��jN :�; ,.:.. CITYOF T I G A R D ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT#: E 00275 GATE ISSUED: 10//81998i99 13125 SW H.,II Blvd.,Tigard, OR 97223 (503) 639-417 SITE ADDRESS: 14140 SW BARROWS RU 5"" PARCEL: 1 S133CC-00500 SUBDIVISION: ZONING. R-25 BLOCK: LOT : JURISDICTION: TIG Proiect Description: Electrical for a new 5 unit residential dwelling. RESIDENTIAL UNIT _ TEMP SRVC/FEEDERS ---MISCELLANEOUS 1000 SF OR LESS: 53 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 9 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 5 401 - 600 amp: SIGNAL/PANEL: MANF HM/SVC/ FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER M _ BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: _ _ PLAN REVIEW SECTION 1000+ amp/volt: >=4 RETS UNITS: > 600 VOLT NOMINAL: _ Reconnect only: SVC/FDR >=225 AMPS:_ CLASS AREA/SPEC OCC: Owner: Contractor' BARROWS LLC PRAIRIE ELECTRIC INC 2700 NE ANDRESEN 6000 NE 88TH STREET SUITE D-22 VANCOUVER, WA 98665 VANCOUVER, WA 98661 Phone: Phone: 360-573-2750 Reg #: SUP 3562S ORIGINAL LIC 000601 ELF 37-4910 FEES _ _ Required Inspections_ I-ype By Date Amount Receipt Rough-in ^� PRMT DEB 10/8/99 $900.00 99-318936 Underground Cover PLCK DEB 10/8/99 $225.00 99-318936 Elect'I Service 5PCT DEB 10/8/99 $45.00 99-518936 Elect'I Final Total $1,170.00 -1 L This Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR Specialty Codes and all other applicable laws All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rWe-gAdopfedbythe Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obt10 copies of these rules or rect questions to OUNC at(503) 246-1987 � PERMITTEE'S SIGNATURE i'/ ,ISSUED BY: ill",� OWNER INSTALLATION ONLY The installation is being mode on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: — DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: ,� �` / �/ DATE:. _ LICENSE NO: Cali 639-4175 by 7:00pm for an inspection the next business day 1 10/08/99 FRI 16:17 FAX 160 576 7422 PRAIRIE ELEC. x]005 7001M I"ITTS 9N X21/XL1 ZO:ZT IMA 66/90/01 CITY OF TIGARD Electrical Permit Application Plan rAock a iio C' 13125 SW HALL BLVD, Recd Oy��— TIGARD OR 97223 Date Rec'd__ °hone(503)639-4171, 004 Date to P.E._ .epection(:503)639.4175 Print or Type Data to DST-- Incomplete F air(509)baa-7297 Incompleto or illegible will not be accepted Permit a �'=T �s --- - - — __ Called...__ _ 1. Job Address: P 4. Comp/ate Fac Schedule Below.. Namrj.3f Developme�nVNumber of Inspections per permlt allowed -— Nemo(or name of business) Service included: Items Cost Sum Addre55 �il� 101YAs Ia. Roshfemlal-per unit m_, - Gty/Stalk�/2ipr1�� — ` 7 �r 3 ICM sq.Ita less Fech eddllbnal 500 eq.It.nr $1 to.uo y � 4 commnreial❑ J Reaidedennhal ^�ryportion theresul 1 umhed E ► y Ii25.00 t 1. Eaen MErnopg Homo or Modular �- 1 2a. Contractor Installation only; o 0ietlj"a service or Feeder 2819.00 (Attach Copt/ of ell currIQ II ens,T4 , 4b.Services or Feedom tlocfrica) ritractol- ? �, Inctallalion,alteration,or n4oc4,etion AddrfV��s � A& 200 arnica eels $60.00 Ci I �(•� Shdle - 201 amps to 400 amps _ +-�- ti -- �-�—ZP 4ot a ten.o0 _ Phone Na. p 5-�_ cepa to Goer emj% � $1 zo-Oo z =.2_Z 601 amps la mov amps $17000 _ 2 Joh N.- Over 1000 amps or voles -- $3�00 2 Eloc.Cont Lice.No - C'� Ru onneci only E:xp.Dtste_JAY//` 2so.ao OR Stale CCB Reg_N` 1 -_Exp.oatd __-L= 4e.temporary Servleee or Feedors _ COT Business Tax or Metro No,4 _ ,.Exp.pate InelaMalion,alteration,201 enterer on 200 ampc or less 150.1.0 Signalure of Super.Wac'n zot amps l0 400 amps `— iffy 00 'j f �Ttcv 1ul amps to 600 amps _`_ tit0o,o0 2 ics.�nse Nr J J 6�' � Fit Date/D- Over 600 amps to 1000 rolls. �►==�� )�jy ��nn P� see"b"above. hone Nr ..'� d� �9 - ---- ad.Branch Clraules 2b. For owner installations: New,allerallon cr oxlension par panni a)The(er,lot branch circults*lift purchase of%Wvrce or Ia riot Ownrrt s Namef«rftr rbc Address__ - - Iaech branch elrcult jp b)Ilio fee lot tweeter hcircuit. -- Phone No. — ^— — rrtnnutpurrhase of - --�-- __- a-W-or fleedrr fee. rlrrI branch rrfcutl 535.00 lhn Installation is being made on property I own which is not Each additional branch r;rcrdl $5.00 _ hnlendied for sa)e,lease or rent !- ae.�rlledtlri`nwn..� Owners Sigheture_- (5erv108 or seeder not indudrvi) -- - Each pump or inigellon circle S4000 7 Each sign or rw0lree Nghting $40-00 7 3. Plan RevleW section(if required):* Signal circuit(a)or a 1 nlled enaepy� l- " panel,alteral Ion or extont:ion 540.00 Pleime check appropriate Item and enter ten In section SB. Minor Labels(io) _ stoo.n0 4 or micro msld9ntial units in one structure 41.Each sddiDinal Inspection aver 6erviae aril feeler 725 amps or mom the alloMrabla In any of the abohm _ Syst"m nvef 600 volt'nominnl Per Irup000n 135,00 Uasslfiad AIBP or siructum rnrtilmrling apeeiai ortupaney Per hour - E55.00 - as described In N.E.G.Giapter S In Plant 566.00 -- Submit z ants of plane with oppllcallorl where any of the ebovvr apply. S. Fees: Not nsqulred for temporwy construction aervlcr.e. 5a.Emla!tn►al of above loos S _ 1lIpIIQF. 6%6urcherge(.o5 x total fens) $ - Subfobl 1 _ _ oor PERMITS OLCOME VOID IF WORK OR CON51RUC1 ION AUTNOFr12ED IS Jib.plan Rev, rite 19a VOT COMMENCED WIT4N 11 SO DAYS,OR IF roN,STRUCT"OR WORK Sublofel R (Sec.a1 S �` -,SUSPE1JnEU OR ARANDONFO FOR A PERinn Or 1110 DAYS AT ANY S ?IMF Al IFR WORK IS COMMENCED ❑ Trust Aarount t ITote/ba/snee Due -00W aNV71.I. :10 x.113 n951 865 COS XVd LS:11 IMA 68;Qu:n1 CITYOF TIGARD MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: MEC1999-00204 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 10/8/99 SITE ADDRESS: 14140 SW BARROWS RD .;"" PARCEL: 1 S 133CC-00500 SUBDIVISIO14: ZONING: R-25 BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: NEW VFLOOR FURN: EVAP COOLERS: TYPE OF USE: MF UNIT HEATERS: VENT FANS: 22 OCCUPANCY GRP: R1 VENTS W/O APPL: VENT SYSTEMS: STORIES: 3 BOILERS/COM PRESS ORSHOODS: FUEL TYPES 0 - 3 HP: DOMES. INCIN: (,;AS` 3 - 15 HP: COMML. INCIN: MAX INPUT: BTU 15 - 30 HP: FIRE DAMPERS?: 30 - 50 HP: REPAIR UNITS: GAS PRESSURE: M 50 + Hp: WOODSTOVES: FURN < 100K BTU. 5 AIR HANDLING UNITS CLO DRYERS: 5 FURN >=100K BTU: <= 10000 cfm: OTHER UNITS: 5 > 10000 cfm: GAS OUTLETS: 5 Remarks: Mechanical for a new 5 unit residential dwelling. Owner: FEES _ BARROWS LLC Type By Date Amount Receipt 2700 NE ANDRESEN PRMT DEB 10/8/99 $,159.00 99-318935 SUITE D-22 PLCK DEB 10/8/99 $39.75 99-318935 VANCOUVER, WA 98661 5PCT DEB 10/8/99 $7.95 99-318935 Phone: Total $206.70 Contractor: — OF'EGON COMFORT HEATING INC HUGHES, RON PO BOX 190 REQUIRED INSPECTIONS EAGLE CREEK, OR 97022 Gas Line Insp Phone:650-2933 fax Mechanical Insp Reg #:LIC 00042519 Duct Inspection Misc. Inspection Final Inspection ORIGINAL phis permit is issued Subject to the regulations contained in the Tigard Municipal Code, State of Ore Spec,?Ity Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if wok is riot started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted in the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (50)246-9189: Issue Bi; t +"y Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for inspections needed the nex` business day i CITY OF TIGARD Mechanical Permit Application Plan Check 0-L� PP Recd By�. 13125 SW HALL BLVD. Commercial and Residential Date Recd �> J TIGARD, OR 97223 Date to P.E. (503) 639-4171, x304 nate to DST Print or Type Permittf lyr�q-Cs6�,Z0y Incomplete- or illegible applications will not be accepted Called —. Name or Develo�eci Description Table 1A Mechanical Code _ Q p� Amt Job 8"o'Address tx,nert^ - Permd Fee 10.()0 Address ) $t,� "mace to 100,000 BTU Htdprr city/5ute Including duds&vents 5' 6.00 e ) f wr'koe 100,000 BTU+ _, ✓ � -rC�7 97U-3 i-icluding duds&vents Narrw («name of l uWess) 3) Floor Fumaoe - Owner A-j%"(w•x+ -S L.1�� Including vent 6.00 Malift Address 4) S p=n ate all hqe er 2- -700 IJ EF '° 5�~GL V rtt(cl h 6.00 5) Ven not included In appliance permit CRY/State ZIP I Phone 1 3.00 V P'taco V Ez- 9&--rj CHECK ALL Boiler Heat Air Name(or name of business) THAT kPPLY: or Pump Cond CAY Price Amt Com •• Occupant Maw Address - 6)<KHBP;albsorb unit to _-- __ 6.00 7)3-15 HP;absorb unit City/state zipphare t 00k to 500k BTU _ 14 .00 -/ 8)15-30 HP;absorb unit.5-1 mll BTU 15.00 Gantractor N"n° — -- S)30-50 HP;absorb unit 1-1.75 mil BTU PY,50 Prior b+pxmit °�Address 10)>50HP;absorb unit sswenoe,a copy t" , BQ3 S S >1.75 mil BTU __ 37.50 of all RoensesclWah" Pitons 45(-,3- 11)Air handling unit to 10,000 CrM aye requited if U Cock, a (055-00V)oV _ 4.50 axpked In COT tregott Cont. LIcM Exp.Date 12)Air landling unit 10.000 CFM+ --- -� abase �19 zip � -0 0 7.50 nitect Nan1° 13)Non-porta,le evaporate coolo, L M%t bit-h zt N _ _ 4.50 or Maftp Addfefs -- ------ 14)Vent fan connected to a single duds b� 'Z r V 5' � �- _- '`• 3.00 �r0 �!.Z-�� 111LT• 15)Ventilation system rot Induded In Engineer cky/sute 4 appliance permit 4.50 16)Hood served by mechanical exhaust evAie work to be done: - 4.60 17)Domestic incinerators New O Repair O Replace with like kir►d: Yes O No O _ _ 7.50 Resldenftl O Convnercial O 18)Commercial or Industrial type Incinerator 30.00 Witionai ktfomtation or desrA tion of work: - - 1 P)Repair units --- 4.50 20)Wood stove 4.50 21)Clothes dryer,etc V/_ __ 4.50 Z�.� ype of fud: oll O natural gas• LPC O electric O 22)('then units 4.50 nereby acknowledge that 1 have rear f this application,that it*Information 23)Gas p!ping one to four outlets vett Is correct,that I am the owner or authorized agent of _ r 2.00 1 i e owner,that plans submitted are in compliance with U'Kwion State laws. 24)Moro than (each) _--_ .60 )gntat"of OwnedAgent Date - - — p_ _ "SUBTOTAL. �� I r► 4 _ Z`1 - (i ---- -- 5%SURC,IAR( IE - t �e PLAN REVIEW 25%OF SUBI OTAL - Q t�jp'r'3T 3( Gni S• ,77 p "iced for ALL commercial�ertnits onl�r ----- --.- �-.. TOTAL 'Minimum permit fee Is$25+6%surcharge '•Residential A/C mqukes eke plan shcvwIng placement of unit I VtwKhprm3.doc. rev 06/23198 1 v CITYOF TIGARD SEWER CONNECTION PERMIT – DEVELOPMENT SERVICES PERMIT#: SI VR1999-00104 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 10/8/99 SITE ADDRESS; 14140 SW BARROWS RD 5'** PARCEL: 1S133CC-00500 SUBDIVISION: ZONING: R-25 BLOCK: _ LOT: JURISDICTION: TIG TENANT NAME: BARROWS LLC USA NO: FIXTURE UNITS: CLASS OF WORK: NEW DWELLING UNITS: 5 TYPE OF USE: NF NO. OF BUILDINGS: INSTALL TYPE: BUSWR IMPERV SURFACE: Remarks: Sewer connection for a new 5 unit residential dwelling. Owner: -- - BARROWS LLC — -' FEES - 2700 NE ANDRESEN Type By Date Amount Receipt SUITE D-22 PRMT DEB 10/8/99 $11,500.00 99-318936 VANCOLIVER, WA 9Uj61 INSP DEB 10/8/99 $45.00 99-318936 Phone: Total $11,545.00 Contractor: BAILEY MECHANICAL CONTRACTORS '11995 SW SETTLER DRIVE BEAVERTON, OR 97005 Phone: 579-0353 Reg #: LIC 00110956 PLM 37-378P _ Required Inspections Sewer Inspection ORIGINAL i his Applicant agree,to comply with all the rules and regulations of the Unified Sewage Agency The permit expires 180 days from the dahp issued. The total amount paid will be forfeited if the permit expires. The Agency d)es not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in Lill directions from the distance given If not so located. the installer shall purchase a"Tap and Side Sewer' Permit and ;he Agency will install a lateral ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001 0080. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1 7 0 Issued'hy: �'. '_ — ) i Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspe :tion needed the next business day CITYOF TIGARD SITE WORK PERMIT DEVELOPMENT SERVICES P\'' PERMIT# : 9-00001 13125 SW Hall Blvd.,Tigard, OR 97223 ( DATE ISSUED : 7 7/8//8/99 PARCEL : 1S133CC-00500 SITE ADDRESS: 14140 SW BARROWS RD O`` SUBDIVISION: ZONING : R-25 BLOCK: LOT: JURISDICTION : TSG CLASS OF WORK: NEW PAVING ?: Y RESO. NO: TYPE OF USE: MF GRADING ?: Y VALUE: $200,000.00 EXCV VOLUME: 500 cy LANDSCAPING?: Y FILL VOLUME: 3,000 cy SITE PREP ?: Y ENG FILL?: Y STORM DRAINS?: Y SOILS RPT READ?: Y IMPERV SURFACE: 45.300 sf Remarks: Site permit for 33 multiple family condominium units on a 2-acre site. Owner: FEES Type By Date Arnount Rereipt PLCK DLH 1/19/99 $44395 99-312261 FIRE DLH 1/19/,d9 $273.20 99.312261 5PCT DST 718/99 $34.15 99-316704 Phone: WOUN GST 7/8/99 $4,976.14 99-316704 Contractor: EROS DST 7/8/99 $100.00 99-316704 ERPU DST 7/8/99 $32 50 99-316704 BONES CONSTRUCTION CO INC ERPC DST 7/8/99 $32.50 99-316704 3508 S 209TH AVE PRMT DST 7/8/99 $683.00 99-316704 ALOHA, OR 97009 — Total $6,575.44 Phone: 649-5682 Reg #: Required Inspections Misc. Inspection Erosion Control Fill Inspection Grading hasp Strm Drain Insp San Sewer Insp Sprinkle,supply lines Domestic water line inspect. Fire system test Engineered grading final reprt Final Inspection '----- This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans This permit will expire if work is riot started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those nrles are set forth in OAF. 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987 �� r peritee Sigrrature: Issuad By: Call (503) 639.4175 by 7:00 P.M. for an inspecJon needed the next business day 1 CITY OF TIGARD Site Permit Application Recd By We-' 13125 SW HALL BLVD. Commercial: Complete ENTIRE fora? Date Recdp Date to P.ETICARD, CSR 97223 Residence: Complete SHADED areas Date to DST503 639-4171 x304Permit# � � Related SWR g Callcd�� Print of 1 ype Incomplete or illegible applications will not be accepted ��N5�me' ( � "' J 4�:�n " � Utilities(Complete all that apply) LASsSt yy ess. :� "' - �4` Storm Sewer i - ------ • __ Linear Ft. K ;.Na1' `►dr3.`� 39A+ IWftlNrwa+rtrre�war Sanitary Sewer �iU tJ Linear Ft. G'WnP.r�n'?�Maiiinq'A�dfeE°�'."'' �r"t �` ` ' ' Fresh Water - r 15 E_ (P {j Ll -7— Linear Ft. x ,Ct*'►`}afc+ -'r.0 '419" Catch BaSlns --- — VA+Je6UV�K, q -� 11 ; Ge a f?r FNa a*fi¢i ^ �" �) Clean Outs # i C �o �� ailing Are es's i. �, R' - j - a. Describe work to be done: Newe Addition❑ Alterationp Repairo ' r er. C /Sta d ,, � L s r may" t pl,; fit' �Addittonal Description of Wcric , PWW �; oT Sla st,Co ba TUS Eno- NamgL f'rouatrJect 11 _ _ Valon, ,�� $ ig,...,, ArLhltectM t to Ad ress — Plans Required: See Matrix on dckt #, cam- G~^„r, �L � _�' I"�_G 1 wTh ,followin ;''riiust acrompan y thl':a' i ca oh. ' City/State Zip Phone _ Sitt3:p!an with Vicinity lklap Pa In 1f clddin fJE1-(3rvt1 �1i.S-t(s4.. 1_ l 11j.. P ,. 9. . � 'f.' Showiri ADA compliance i.:, ADA)=&Lt Klin Plan G dlnj Plarrand details kLands its Plan ,' En sneer Mailin Address N M T3r,� E sio Control,Plan and J' j�.Rdtdlnln Structures 9 etails,t, ';!l.ti r� t�lpdulncalculalfons City/State Zip Phone 2k 'Site Utility Plawand details-1t tSoi.l,s�,�eport` T2 ,rte_cam Z s�iowing connection to !(if`"—hired A,pproVed system) n . Excavatinn Volume — -- — "1 acknowledge that I have read lhl4 that the ' �gge r ro (Soil:,report required for>5,000 cu.Yards _ �o' Iver Is correct,that I em° orzed �i 0(a cn, yd,, er;,a d at plans pfance -TillVolume — _--- ------- ,, r a ,Sy �dla" +ttriT�:. hr Sl.... gent; (Soils report required for>5,000 cu.Yds.) 3ooau. ids. Will the f isupport astructure -- -- - '^ ntact As, ame ,•'t � e (L'ngineer required If answer is yes) YF..SJI NOGt °/ r' /✓ ,` `r P* Retaining structure?(Check one) —� []Rock — 1� FOR OFFICE USE ONLY W CMU Notes: []Concrete ;�/_`k �j� QC'/.`5 ❑Other Total new impervious area includinq all — ---- Land Use Case Al A buildings,sidewalks,and avin _ '¢', S siteapp.doc 3/98 'I - e)7" . 'n CD 1 4 ' S GEOTECHr1ICAL9 P.C. Geological&Geotechnical Engineering Services April 2, 1999 INVST615 Polygon Northwest Company 2700 NE Andresen Road, Suite D-22 Vancouver, WA 98661 Attention: Fred Gast SUBJECT: GEOTECHNICAL INVESTIGATION FOR THE PLANNED SCHOLLS VILLAGL TOWNHOMES, PHASE 2, TIGARD,OREGON At your request, Foster Geotechnical has performed a geotechnical investigation for the above- referenced planned residential development. The approximate 2-acre project site is located on the southeast side of SW Scholls Ferry Road north of its intersection with Walnut Street. The general location of the site is shown on the Vicinity Map, Figure 1. As you recall, Foster Geotech(lical performed the geotechnical investigation for the Scholls Village Townhomes (Phase 1), adjacent to the southern boundary of the current project. The results of that investigation were presented in our June 15, 1998 letter report to you. The purpose of our services was to evaluate site conditions with respect to the development plans; to evaluate the potential for subsurface soils to liquefy under a design level earthquake, and to provide guidelines and criteria for earthwork, cuts and fills, subdrainage, foundation support, erosion control and pavement design. The scope of work for this investigation consisted of a review of information developed f ono our Phase 1 investigation, an engineering geologic reconnaissance, subsurface explorations, limited laboratory testing, and engineering studies and analyses. This report describes the work accomplished and provides our conclusions and recommendations for site development. PROJECT DESCRIPTION The Site Plan, Figure 2, shows that proposed development includes 33 townhomes, configured in seven multiplex units. We understand that the units will be three-story wood structures with slab-on- grade first floors. The project also includes asphaltic concrete paved access roads and parking areas, and utilities. Cuts and fills will be limited to less than approximately 5 ft, and utility trenches will extend up to 8 ft below road grades. I SITE DESCRIPTION Geology A review of the available geologic literature and our experience with other nearby projects indicates the site is underlain by bedded silt and fine sand referred to as the Willamette Silt.) In the project area, the Willamette Silt is underlain by the Helvetia Formation, which consists of poorly indurated sand, sandy silt, and silty clay with local thin beds containing granitic, quartzite, and basalt pebbles. 14355 NW McNamee Road/Portland,Oregon 97231 Phone(503)621-1233 Fax(503)621.3450 Pohgon Noilhwest Comparrr Gcoiechnical Investigation: Scholls Village Townhomes, Phase 2 April 2, 1999 'The site falls within a broad area mapped throughout the Tigard/Beaverton area as a relatively high seismic hazard zone, largely due to the perceived potential for ground motion amplification and liquefaction of fine grained soils during a design earthquake.' An evaluation of the site's liquefaction potential is presented in the Subsurface Conditions section of this report. Surface E'onditions A ground-level reconnaissance of the site was conducted on April 1, 1999. The purpose of the reconnaissance was to observe and evaluate historic land use, site topography, materials exposes' at the ground surface and surface drainage, indications of slope instability, and any other site conditions that might affect construction of the development. Our observations of the property and the topographic information shown on Figure 2 indicate that the ground surface across the property slopes gently (at approximately 2%) and relatively uniformly to the northeast, Site elevations range from approximately 230 ft in the southwest corner of the site to 216 ft in its northeast corner. The property is covered prima►ily by mixed deciduous and evergreen forest, which appears to have been its historic use. Surface soils observed across the development area consist of dark brown, organic-rich silt containing a trace to some clay. The surface soils appeared moderately well drained: no areas of springs or persistent ponded water were observed. No obvious indications of active, large-scale, or deep-seated landsliding such as fresh ground breaks, scarps, irregular topography, or widespread tilted or bowed trees were observed at the site or on adjoining properties. SUBSURFACE CONDITIONS General Subsurface conditions at the site were explored with three test pita on April 1, 1999. "The test pits were excavated to depths of 8.0 to 18.4 ft using a John Deere 490E track excavator owned and operated by Bones Construction Company of Aloha, Oregon Data obtained from these three test pits was supplemented by information obtained from two test pits located immediately outside the site's southern boundary that were excavated on June 10, 1998, for Phase 1 of the project. "The approximate undrained shear strength of subsurface soils encountered in test pits was determined using a Torvane shear device The Torvane is a hand-held apparatus inserted into the sidewalls of a test pit or soil sample. The torque required to fail the soil in shear around the vanes is measured using a calibrated spring Locations of the test pits are shown on Figure 2, and logs of materials encountered are shown on Figures 3 and 4 "Terms used to describe soils encountered in the test pits are defined in 'Table 1. I aboratory Testing All samples obtained from the ttst pits were firrther examined in our laboratory, where their physical characteristics were noted and Meld classifications .nodified where necessary. The natural moisture content of each soil sample was determined in substantial conformance with ASTM 1) 2216 The dry 2 Polygon Northwest Company Geotechnical Investigation- Scholls Village Townhomes, Phase 2 April 2. 1999 unit weight of one undisturbe' soil sample was determined from cylin,':'cal specimens cut from a Shelby tube sample Soils All test pits encountered a soil profile that typically develops over Willamette Silt, essentially the same profile encountered at the adjacent Phase 1. From the ground surface down test pits encountered 0.7 to 0.8 ft of loose, dark-brown, organic-rich, silt topsoil. Below the topsoil, the test pits encountered medium stiff to very stiff, gray-brown locally mottled rust-brown silt containing a trace to some clay extending down to the bottoms of the test pits The natural moisture content of non-topsoil, native silt soils encountered in the test pits ranged from 27 to 3 7°4 The dry unit weight of a sample obtained from a depth of 3.0 in test pit TP-3 was90 pcf. Groundwater Groundwater was not encountered in any of the test pits. Based on our experience, the water table likely rises to within approximately 15 ft of the ground surface across the site during the wet season. Mottled soils in the test pits at depths of 2.4 to 5.4 ft indicates that shallow perched groundwater, probably rising to near to ground surface, is present across the site during the wet season. Liquefaction Potential The potential for subsurface soils to liquefy was evaluated as required by the City of Tigard and as specified in Section 1804.2 of the 1906 State of Oregon Structural Specialty Code (OSSC) amendments. According to the OSSC, the site is located within Seismic Zone 3 with a seismic zone factor, Z, of 0.3. The site falls within a broad area mapped as a relatively high seistric hazard zone, largely due to the perceived potential for ground motion amplification and liquefaction of granular soils during a design earthquake. Liquefaction can be defined as a soil's sudden loss of shear strength caused by an excessive buildup of pore water pressure during shaking. Loose to medium dense sand and silty sand, and in some instances clean silt, when saturated, are most susceptible to liquefaction. Liquefaction may result in ground disniption, including sand boils and lateral spreading, and/or settlement as excess pore pressures dissipate. Our evaluation of liquefaction potential at the site included an analysi-, of subsurface materials encountered in test pits excavated on the site and a review of information developed in our liquefaction analysis of the adjacent Phase. 1 of the project. The test pits revealed that the site is capped by a relatively thick (up to 18.4 ft) layer of non-liquefiable soils. In our earlier analysis, we Ground that the risk of liquefaction-induced ground disruption or settlement at the Phase 1 site is considered to be very low. Based on the above and the proximity of the subject site to Phase 1, it is our opinion that soil conditions at the subject site are similar to Phase I, and have a correlative low risk of liquefaction. Polygon Northwest Company Geotechnical Investigation: Scholls Village Townhomes, Phase 2 April 2, 1999 CONCLUSIONS AND RECOMMENDATIONS General The site is gently sloped, moderately well-drained, and has no obvious indications of active, large- scale, or deep-seated landsliding. It is underlain by at least 18.4 ft of medium stiff to very stiff silt with variable amounts of clay, essentially the same sail profile encountered in the adjacent Phase 1 of the development. Cuts and fills associated with site development will be relatively minor. The risk of landsliding and liquefaction-induced ground disruption or settlement at the site is very low. Based on the results of this investigation and our understanding of the development plans, it is our opinion that the site is suitable from a geologic and geotechnical standpoint for construction of the proposed residential development. 'The moisture-sensitive nature of the subsurface soils and the potential for seasonal, shallow perched groundwater are important geotechnical aspects related to tfue design and construction of the project. In our opinion, dUrimental effects of the above conditions can be adequately managed by scheduling earthwork and grading for the drier periods of the year and by providing adequate surface and subsurface drainage. The following sections of this report present our conclusions and recommendations concerning site preparation, cuts and tills, utility trenches, foundation support, pavement design, erosion control and drainage, the liquefaction potential of subsurface soils, and design review and construction monitoring. Due to similar conditions, the site development recommendations presented in this report are identical to those in our report for Phase I of the Scholls Village Townhomes. Site Preparation and Grading Due to the presence of fine-grained silty soils with relatively high moisture contents and the potential for shallow perched water, earthwork and grading should be limited to the drier periods of the year (usually late spring to early fall) These silty soils are extremely sensitive to moisture content When wet, they are easily disturbed, nutted, and weakened by construction activities and are difficult or impractical to install as well-compacted fill. In addition, it is extremely difficult to handle the surficial soils or drive construction equipment across them when they are wet. Installation of granular working blankets in building and pavement areas will be required if construction must occur during wetter periods of the year. Specific recommendations can be provided if necessar, The ground surface within building, pavement, and cut and till areas should be shipped of vegetation, surface organics, and the native rooted topsoil layer. We anticipate that stripping to a depth of about 8 to 10 in will generally be required in most areas. It will also be necessary to remove stumps and roots larger that. about I in in diameter. Stripped topsoil will not be suitable for use in structural fill and should be stockpiled for landscaping purposes or removed from the site. All stripped areas should be proof-rolled by a fully loaded, 12 yd' dump truck to identify soft areas that may require further overexcavation prior to placement of structural fill. On-site silt soils that are relatively free of organics and other deleterious materials are suitable for use in structural fills Within roadway and building areas, the silt should be placed in horizontal lifts t Polygon Northwcst Company Geotechnical investigation: Scholls Village Townho►nes, Phase 2 April 2, 1919 approximately 9 in. thick (loose) and compacted with suitable equipment to at least 951 of the rnaxMium dry density as determined by ASTM D 698. The moisture content of native silt soils used for structural fill should be within about 40iu of the optimum moisture content for compaction. Based on our previous experience, we anticipate that the optimum moisture content for compaction of the native soils will be in the 20 to 25% range. Based on natural moisture contents roughly in the range of 25 to 35% for shallow (upper 5 ft) native soils, aeration and moisture conditioning will be necessary for native soils used as structural fill. Compacted structural fill should be placed and compacted a minimum of 2 ft beyond the design slope and trimmed back to final grade. Criteria for Cuts and Fill Slopes Cuts and fill slopes constoicted in the silt subsoils should be made no steeper than 2K I V. We recommend a minimum 5 ft setback from the toe or crest of all finished slopes for any roadway pavement or sidewalk. Utility Trenches The method of excavation and the design of trench support are the responsibilit; of the contractor and are subject to applicable local, state, and federal safety regulations, including current OSHA excavation and trench safety -tandai ds. The means, methods, ail] sequencing of construction operations and site safety are also the responsibility of the contractor. Within building and pavement areas, utility trenches should be backfilled with compacted granular till. Suitable granular backfill can consist of sane., sand and gravel, or crushed rock having a maximum size on the order of 2 in. and with not more than 5% passing the No. 200 sieve (washed analysis). Utility trench backfill should be compacted to at least 95% of the maximum dry density as determined by ASTM D 698. Flooding or jetting the backfilled trenches with water to achieve the recommended cmmn�r�;;,n should not be permitted. Foundation Support The native, non-organic silt at the site is medium stiff to very stiff. This silt, as well as structural fill installed in accordance with our recommendations, will provide suitable support for residential-type structures. Footings should be established a minimum depth of 18 in below the lowest adjacent exterior grade and 12 in. below the lowest adjacent interior gi ade. Conventional spread footing foundations established in th,1- above-described materials and with the above-described minimum cmbedments can be designed to impose a maximum real bearing value of up to 1,500 psf. This value applies to continuous wall-type footings having a minimum width of 14 in., and pedestal or column footings having a minimum dimension of 16 in. If construction. is performed during the wet season, it may be desirable to install a 3-in. thickness of crushed rock to provide a firm working surface and prevent disturbance and softening of the supporting soil We anticipate that the total settlement of' spread footing foundations installed for 5 I Polygon Northwest Company Geotechnical IncstigWion Scholls Village I ownhotnes, Phase 2 April 2, 1999 support of residential structures will not exceed 1 in., and that differential settlement will not exceed half of the total settlement. Pavernent Design All areas to be paved should be prepared as described in previous sections of this report. Prior to placing base materials, all pavement areas sijould be proof rolled with a fully loaded 12 yd3 dump truck. Soft areas detected by the proof rolling should be overexcavated to firm ground and backfilled with compacted strtctural fill. 'The following pavement structure recommendations assume the pavement subgrade consists of fine- grained soils and the upper 8 in of the subgrade soils are undisturbed or have been compacted to at least 95% of the maximum density (A;TM D 698) as recommended earlier for structural fills. The design traffic volumes are not yet known. Based on our past experience with similar soils, traffic and developments, we recommend the following thicknesses of pavement structure for those paved areas that will receive only actrenobiie and limited truck traffic Asphaltic Concrete 3.0 in. (minimum) Aggregate Base Course 8.0 in. The recommended pavement section, which assumes that construction will occur during the drier periods of the year, should be reviewed once traffic loadings have been defined. Pavement design recommendations assume that the base course will be free-draining with adequate drainage to prevent saturation. Adequate drainage will i,: particularly important considering the potential for shallow perched water conditions at the site. Drainage is usually poorest in cut sections or at low points within the paved areas such as at catch basins. Adequate drainage can be partially accomplished by sloping the pavement subgrade to adjacent ditches, by providing weep holes in the sidewalls of catch basins, and/or by installing drains in utility trenches. It should be noted that the recommended pavement design is based on the intended final use of the pavement. However, the most severe traffic loading conditions may occur during construction from frequent, concentrated heavy truck and equipment traffic. The owner and contractor must be aware that construction traffic on the indicated pavement section could cause damage and necessitate repairs. 'To provide quality materials and construction practices, we recommend the work conform to the following "Standard Specification for Highway Construction" used by the Oregon Department of "Transportation Part 300 Rases, Section 304 Aggregate Subbase and Base Part 400. Bituminous and Portland Cement Concrete Pavements, Section 403 Asphalt Concrete Pavement 0 i Polygon Norlimcst Compam Geotechnical Imvestigation. Scholls Village Townhon►es, Phase 2 April 2, 1999 Erosion Control, Surface and Subsurface Drainage It should be anticipated that ri_wly exposed soils on cut and fill slopes will be susceptible to erosion For this reason, fill slopes should be revegetated as soon as practicable after construction. If an adequate vegetative cover cannot be established before the onset of the wet winter season, a heavy mulch or commercially available; mulching mesh may be required to minimize erosion Water should not be allowed to stand or pond on the site, with the exception of storm water detention ponds. Areas that could pond water should be graded and sloped to drain, and positive drainage should be maintained away from completed structures. i)ue to the potential for seasonal, shallow perched groundwater, a subsurface drain should be installed around the perimeter foundation for all structures. We recommend that the foundation drain consist of a minimum 4-in -diameter perforated line placed at the foundation grade and be covered to within 6 in. of the ground surface with clean (containing less than 2% finer than the No. 200 sieve) drain rock. The drain rock and drain line should be encapsulated in a non-woven geotextile fabric to prevent soil contamination of the drain, in addition, we recommend that drains be installed beneath concrete slabs- on-grade. Sub-slab drains should consist of 4-in.-diameter perforated pie placed in an 8-in.-thick mat of clean, compacted drain rock. The drain pipes should be spaced a maximum of 25 fl on center. A vapor barrier and sand leveling course should be placed, subject to the architect's approval, between the slab and the drain rock. Water collected in foundation drains should be transmitted in closed pipes to the storm water system. Design Review and (construction Inspection We suggest we be given the opportunity to review and discuss construction plans and specifications as they are being developed. Additionally, a qualified geotechnical engineer should observe compliance with design concepts, specifications, and recommendations, as well as all construction operations associated with earthwork and foundations. Limitations This report has been prepared to aid the project team in the design and construction of this project. The scope is limited to the specific project and !ocation described herein.. Our description of the project represents our understanding of significant aspects relevant to the construction of cuts and tills, foundations, utilities, and pavements in the event changes are planned in the location of these elements as they have been outlined in this report, we should be given the opportunity to review those changes and to modify or reaffirm, in writing, the conclusions and recommendations of this report. The conclusions and recommendations submitted in this report are based on data obtained from the test pits made at the locations shown on figure 2, our site reconnaissance, and on other sources of information described in the report.. in the performance of subsurface explorations, specific information is obtained at specific locations at specific times. This report does not reflect any variation, which may occur between these explorations, the nature and extent of which may not become evident until construction. If, during construction, subsurface conditions different from those 7 Polygon Northwest Company Geotechnical Investigation: Scholls Village Townhomes, Phase 2 t April 2, 1999 encountered in the explorations are observed or encountered, we should be advised at once so that we can observe and review these conditions and reconsider our recommendations where necessary. Our fee for the above work and terms under which services were provided are in accordance with our March 30, 1999 proposal. Thank you for the opportunity to work on this project. Please contact us if you have any questions. Sincerely, FOSTER GEOTECHNICAL, P.C. E D PR Of phi NVINEF 1 �995j2 � GO�10 25 %yA �C�Q �p5 E)PIRES 12/31/--35 Kevin M. Foster, P.G., C.E.G., P.E. Principal Schncker, H.G. and R. J. Deacon. 1967, Engineering Geology of the Tualatin Valley region, Oregon Oregon State Department of Geology and Mineral Industries. 8 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Jusiness Line: 639-4171 BUP _date Requested_ ( �j ZAM—K_PM __ BLD I.ocation__�y �' S Suite�'� MEC Contact Person Ph t; � -/ ( 1? PLM Contractor Ph — SWR BUILDING TenarnlJwner ELC Retaining Wall ELR _ Footing Acr;ess: i %7 / Foundation SC' FPS _ Fig Drain L) SGN Crawl Drain Inspection Notes: Slab — SIT Post Beam ''✓ K Ext Shh eath/Shear (�t�l ' Int Sheath/Shear Framing `�✓ Insulation ------ Drywall Nailing Firewall -��----------- Fire Sprinkler _ moire Alarm - Susp'd Ceiling Roof Misc: Final -- PASS PART FAIL / L�1 PLUMBING � G Post& Beam Under Slab 1/o` Top Out - Water Service Sanitary Sewer - -- Ra:n Drains Final PASS PART FAIL MECHANICAL — Post& Beam Rough In Gas Line ------- Smoke Dampers Final ---- - PASS PART FAIL ELECTRICAL -------- ---- ------------ Service I — --------- - - -- -- -- -- - Rough In UG/Slab — Low Voltage Fire Alarm Final P PART FAIL ITE Backfill/Grading Sanitary Sewer Storm Dram J Reinspection fee of$_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line I 1 Please call for reinspection RE: ( J Unable to inspect no access ADA _ Approach/Sidewalk Other Date In-stlec:tor Ext 77 Fin A PART FAIL DO NOT REMOVE this inspection record from the yob site. CITY C. TIGARD BUILDING INSPECTION DIVISION T 24-Hoi.ir Inspection Line: 639-4176 Business Line: 639-4171 &UB U P Date Requested_ 7� G _ ,AM _PM _ BLD Location k4r Suite MEC f Contact Person Ph PLM Contractor �) II Ph SWR �U BUILDING Tenant/Owner ' \.Z �S ELC — Retaining Wall ELR _ Footing Access: Foundation FPS Fig Drain _ Crawl Drain Inspection Notes: SGN Slab Post&Ream Ext Sheath/Shear �S 1 Cl 00 0 Int Sheath/Shear --�� Framing Insulation — Drywall Nailing _---,.--_-_.-- -- _ Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof _--_-------------------- Misc: Final PASS PART FAIL PLUMBING ---- ---- --------------— a, / Post& Beam �- Under Slab Top Out _ - ---- -- -- Water Service Sanitary Sewer —_..-._.__...... ..__.. Rain Drains Final PASS PART FAIL. MECHANICAL Post&Beam .� - ---- -------- -�- -- Rough In Gas Line Smoke Dampers Final — --- - - ------------ --- PASS PART FAIL ELECTRICAL Service Rough In - UG/Slab —�__- Low Voltage Fire Alarm Final P S PART FAIL IT Backfill/Grading - _ --- Sanitary Sewer Storm Drain I I Reinspection fee cf$— required before next Inspection. Pay at City Halt, 13125 SW Hall Blvd Catch Basin ease call for rens ection RE Fire Supply Line I Please ip ( J Unable to Inspect-no access ADA Approach/Sidewalk � J Other Date _V-2-4�L-U, — Inspector 1 `. n SS PART FAIL_ DO NOT REPROVE this inspection record from the job site. Sent By: WHG DESIGN INC; 503 603 9944; Apr-18-00 9:37AM; Page 111 D E 1 r_. ?1J t N C April 18. 2000 Hnan Rager via F AXflki24-0162 and U S Mall Tigard, City of 13125 SW Hall Blvd Tigard, OR 97223 N _ RE: Scholls Village Towr►hemes SDR98-00016 Water Duality Facility Compliance Letter Dear Brian Thin letter is to confirm that the water quality facility (a Srormwater Management Filter Vault)for the above mentioned project is in-place and in compliance with the design and specifications for this project The filters for the facility will be installed after the final lift of asphalt which is scheduled to be completed wilhat two weeks of the date of this letter. Please call me should yoL have any questions or need any further information Thank-you Brian. S,ncerely, WRO Design, Inc. Jon Reimann, I'E Principe, cc IFredGast, Polygon NW via FAX"934442 only P0l 014 D2 k�WRGD\I)ATAIDATA�DATA\POrol4�WORDV 18T)0C'Tvr1NA1LFTT1R DOC PLANNERS a ENGINEERS ■ I-ANDSCAPL AHGHI I LC CS a SURVEYORS 10450 SW Nimbus Ave , Portland OR 97223 ))/ (5//03) 6039933 (fax) 603.9944 ��ra9on • �(a,u�k, XUDESIGNuz Geote(hnical rnvironmentel•Geolopleal July 18, 2000 FILE COPYF1E1-''F,IVED JUL 1 9 2000 Polygon Northwest Company — 2.700 Northeast Andresen, Suite D-22 Vancouver, Washington 98611 Attention: Mr. Fred Gast Geotechnical Compliance Letter Scholls Village Townhomes Phase II Tigard, Oregon C,DI Project: Polygon-28 GeoDesign obseried earthwork construction for the Scholls Village Townhomes Phase II Subdivision in Tigard, Oregon. The project included construction of additional multi-family homes east of the Scholls Village Phase I project. The project also included construction of public roadways. Mass grading for this project began in July 1999 and was completed in October 1999. Our involvement in the project consisted of intermittent, on-call construction monitoring and included observation of the following: site preparation, installation of structural fill, density testing of utility trench backfill, and installation of roadway base and asphalt concrete pavement. Based on our site observations and testing. the work described above was completed in general conformance with the recommendations of Faster C.eotechnical, our recommendations during construction, standard geotechnical practices, and the requirements of applicable portions of UBC Appendix 33. Copies of our field reports were forwarded previously and are on file in our office. Tel(503)968-8787 - Fax (503)968.3068 • 14945 SW Sequoia Parkway • Suite 170 • Portland,OR 97224 We appreciate the opportunity to have provided services to you on this project. If you have questions please don't hesitate to call. Sincerely, GeoDesi n, Inc. S'� PF � Brad L. u R 0 r� Project F e 7 H � cc: Mr. Sid Toll, w I icon Northwest Mr. Kevin foster, Foster Geotechnical EXI'iI�ES;JUNE 30, " Mr. Hap Watkins, City of Tigard BLH:SVM:kt Attachments One copy submitted Document ID:Polygon-15 letter of compliance.doc @MDESIGNY 2 Polygon•28:071800 l 08/08/2000 10:57 3606934442 POLYGON PAGE 01 POLYGON®NORTH`VEST COMPANY 2100 NE Andrtutcn,Suite U-22;V Ancouver,WA 96661 Phone! (360)693-7700 F&<: (360)6934442 ' Fax Transr�,,,Ofttal 1 A Date: To: Y cr w r ("� From: �►D /O (!_ Wurgent _1 E ' (5 '� G, !,d(, 3( OFor Review Fox-,1 O Per Your Request Phone: (&S9_/1/ 0 Please Reply Comments: Saw- :j i4 0n 47 3 6'e,"Le-4- 1�� 5 wa>1d atjQy Wk r, ff -- Lo.� dense 08/08/2000 10:57 3606934442 POLYGON PAGE 03 Fidelity National Title Co. of Oregon s The sketch below is made solely for the purpose of asslslingi in locating sold promises and Ohs Company no liability for variations. If any. In dimensions and location ascertained by actual surrey. M 3��• sl j a (�s•�ste'v e OR i OR.33J ' 1500 1400 0 0 4j Is °'C • 1 ,w5810 N 1300 t F" w o 32 ►•, SE 4. 1.3 �p ^e Is rs� 9� MIT SPRINGBROOK LN. IQ JJ 6 l s5 9 O 700 •�.e• 11.89 �0 50 14.25 so o 9001000 1100 1200 n N - �, a ti 2 ; 3 ° 4 - E \Q. INITIAL •T. T• !6 le.77 8°' !o' izsa '0 l x1.64 S !9• 42' C 500 2.00 AC. C-:) • 16 0 e b N v 51 - 85 -Z� Co o' 1 s e!• 42' c . ~ I N 400 l3 ' r•', Fof dr 00 WA AS! i � J @2/08/2000 10:57 3606934442 P13LYGON PAGE ill Order No, 10.13558-28 9. Easement(s) for the purpose(s) shown below ar.d rights incidental thereto as reserved in a document, Reserved by: Allen V. Moore and Lela M. Moore Purpose: Road and access Recorded: May 23, 1966, Book 601, Page 497, of Official Records Affects: 35 feet in width, along a portion of the South line END OF ITEMS AND EXCEPTIONS NOTES: Note A. Property taxes for the fiscal year 1997-1998, paid in full. Amount: $524.29 Serial No.: R262753 Map No.: 1 S1 33CC-00500 Levy Code: 051.85 Note B. There are no judgments of record aga;nst Clifford 0. Stranburg. Note C. At the time of this report, the name(s) of the Buyer(s) was/were not known. We will conduct a judgement search at the time that their names are revealed. This report is, therefore, subject to further exceptions upon completion of said examination. Note D. The address of said land is known as 14140 SW Scholl-, Ferry Rd., Tigard, OR, Note E. The County of Washington imposes a transfer tax of $1 .00 per thousand, based on the i I v lue of the property, at the time a Deed or other transfer is recorded, unless exempted. Note F No search has been made or will be made for water, sewer, or storm drainage charges unless the city/service district claims them as liens (i.e„ forecloseabie) and reflects Them on its lien docket at the date of closing. Buyers shmuld check with the appropriate city bureau or w,jter/service district and obtain a billing cutoff. Such charges roust be adjuster: outside of escro v. 4 08/08/2000 10:57 3606934442 POLYGON PAGE k74 I K R HIS Cif T ACT,M tele go n horeitfaffer Wil the Zler,and Lem„fie,,,;R1 + r a11.. nritar CMIW RulsDaad, and Yif�, .............. ... ............_.....,,- Mme+ �Or b.mfr, ] e to he Diode h} WIT,NfWE'rH, That in coniderarian of the eflpAlatlona heroin onntwlrrdorad the Wys+M e7 herpieAdter Ipfr.:t rd, fhe erlief hnrehy ojnr11 to sell fa IM buyer rrd Item h[yR*jr*w go ourthm"helm th/ � .. 1 rfgpr r4 /ol7mHn/ d.Aerl2xd res/ pNM, aituaff in thl Ccvn4 of, - •..ilaahlaa - - ,'Jeff of. MAginlalas at the intersection of the Rastarly right of line o! : �oaaCl,�ad no. 812 orad the rest line,•[. the gw qcarter of-the gW quarter of 91,c. 3 l 8, R. ], 11, M.M. id oiat of .b_3`Laln4ne b•�i Ot.aB feet 5 0� �6, It of the IM coral�r o the above ,laid eY gva __ r of tbs $Y quarter of Sec. 33 thence 8 0° 16' ii On the R lice otmtha NW quarto of the SW quarter of isc. 33, 520.96 feet to the revs Dolor of d+R�i i of the tract to be described; thence N 89° 42' V 334.45 feat to A poi& on the Usterl right of way line of Count? Road No. 812; thome 3 33° 00' Y an said tastetly right of we lire 256.44 Piet^ thence A' 89° 42' Poet 412.99 feet to an iron red; t4aace A 0° 181 9 215,80 feet to the tru point of beginning, Rs:tept pallor h6raby reserves and buyer hereby 6rAnt9 to 8allsr am s• ' tiffRSt for road ani access purposes along the South lirA.l of said prop tyf being .35 febt td_width north And south, and 200 fast length heast !Is wetit, and•betending easterly from rho bast liar of said prvP y 9outhrJrest'cernsir:said 200 feet. II� And excfppt certain,mineral rights reserved by Deed recoraud Septesib il ]tA, 1950, Zook-311, page 327, Deed Records of Washington County. i 11 for rho mum ci .four'.ThMlAnd YLVID .Hundred-- "r"'"+''.D Ilan (j..ker5, ,) �he�.r+efArree>arr/ffts pnrr7,nn ptrru�!OI elfv`�i -Ufll. .•.._.....'.. .'• _-. V _ D.11ars(j 1,000,00. )is ryrid on rho-pr^r•ifinn herwnl(fhn reg+ipf of trhteh!f her rlDoled/od by rhe erflor), fhe buyarlaQrooi to peY rho ram 'nder rl Paid fUrrJuw rIca (to-wit..l 3,o5,_r'1e-'•"•f to too nrdnr i , .._.. Dell.^m (j,.35.A,00..........._ ) i of Iha sellnr in m/rnlhly p1lyminN of not/elle than. .7r' r.Cy,' �LY.�' --:.•...-""_�--,.._ __... h' payehte on rhe let day of each month hereafter be(itWill with If tnoalh d....,,tul ,;::.1... G o ��p��,e i��yf��y�Ij! cord yAerrherl price is full), paid. All of said p Wet •ou ,I N1.'-Aa'Fi`b'6lefrlc�a We rel paid purcheen prlof shall Lear Interpol of JIM forp�7Z1� par cent pat annXIIII Irfffn I I the minirrlum alonfhly paYMen/s-xuntil paid, Interest fn he pefd._M=thl�r.. 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