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10630 SW KABLE STREET SURVEYM WAl PIN ALL EXTERIOR 7 SKABLE FOUNQA11p�C; G� i � �. QOI3I M AND PROVID r✓ < t C� STREET F.-E X88. 32' R P8 SQ' WS ' N _ O t.$. app N SWC Svc I.P 11+4AMTAM r(min)THICK' vn � c GRAVEL PAD&)RIVE UNTIL PER"ENT 2.50CONCRETE DRIVE IS IN PLACE. 3200' . 4 2.PR MDE&IMAINTAIN SOIL SEP.WENT 30L $ °0' FENCE AS INDICATED. SooFoa' X03 0 I 2AIb Ul zap � w 15.0 ' ! rl 2q�} z ' 'I 0 STAIRS d �II4 ooWN �, Op,RINS -' ADP 4 OOULPF-9 %IAL'' Ln O N C $ STORM DRAIN EASEMENT 210 � sore HO �IS IN G SCALE DRAWING DoT So E cmc G�1's rtLDRL %AU6 S.E. 1/4 SEC. 10, T.2S., 131W., W.M. �OC�30 SW . KABLEP STlkF-P.T LE' 8 CITY OF TI GARD 'LVZ. 7.82 S 89'52'07" W1 WASH I N G � TON COUNTY, OREGON - -A 2.5 FOOT PUBLIC LANDSCAPE EASEMENT FEBRUARY 22, 2001 Centerline Cone t s Inc . SHALL EXIST ALONG ALL STREET FRONTAGE. DRAWN BY: MPW CHECKED BY: WGDIII --A 7.5 FOOT PUBLIC UTILITY EASEMENT SHALL SCALE 1 "=20' ACCOUNT EMAIL WWW.CCIEMAILCHEVANET.COM EXIST ALONG THE LANDSCAPE EASEMENT 115 6 ) 82nd Drive Gladstone, Oregon 97027 M: \MLI\L5ERICK 503 650-0188 fax 503 650-0189 .,- .' .,a r w.. _._ ..-.........wr.......�....+.-.ww....m.,.r,.w..�+..:..>w...e.aiw,r••*....uw..�........ '.•.. 1 NOTICE: IF THE PRINT OR TYPE ON ANY -rl-�� i � r ililili ililili ilili ! � � � ilili ililiCr .L( ��l_T. �.1�.jT(�. I_(.�I11T .1..( IL1�1. ,I � IIL( I II ( IIII I ! III � II-,_, I.f1.11.. 1 ( 1fI ( I I�.11� �� i111 ( �-� � � III � I ( f ( I I (� I1111111 f.C1 Ill I�T( 1 ( I I ( I ' I ( 1 � I ( I ( I � II ,} IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 Z 4 5 6 7 $ I 1 I L2 0 - 0 11 1? IT IS DUE TO THE QUALITY OF THE _ _ —No.36 Qp� .... ORIGINAL DOCUMENT 09 6 Z 8Z L Z 9 Z �Z v Z CE Z 1z O Z 61 8 t 111111 L i!illllll 81Ililllll 9 T ILIIILII t T 81 T31 i1 1 6 8 L 9 9 t E Z T ��tl i llll l lli� Il llll llil llll lU llllC�lll 1 Y ti�tfw�ea^,+vara �•;�araF .,��:... mow."„�,+3*1` r•1"�,�,""..,n•�rR-;d'�.-.•.... • r • r r � � i • rA40 9 • • + Omni ammum U. LAMM r • a, • ro t7 • r W. 2 oABLE STREa �� i :p a �;L =88. 32' 00o = 785 � C Q� y a All t-- n o ¢ -j ¢ m L N U 0. ° m N Q 71 N O 8.0c I 0 U4 2.50in __,7w I 16. 4 G ` 2.00' C 10. 4' , o � CJ1 ,S I ITI :.. - - �.c?p Ul z �_ J O STAIRS DOWN CCHANGE. HOUSE TO _UT �4 G;,RAGc _E -r - �,� PER CLIENT 2/7/01 MSG. --MAKE SCALE 'N TO S T AKECUT, YPW, 1 C" _ ' CHANG=E 7C GARAGE 001 c. 2C I'` C STORM DRAIN SASEME'JT -MAKE -MSE GARAGE RIGHT PER CLIENT 12/11 J _ may. 1, Wi N C `oT � � I ; E�� I C�I SCN r~ E� GN T� S.E. 1 /4 SEC. 10, T. 2S., R. 1 W. W.M . C1TY CF T 1CARC --`A 1 _ANDSC�,c=� �� r�� S 6°'2'07" W '��=' WASr�INGTCN COUNTY CRE�GON ASEMEN T a L� =:LIST ALr`1lG . .yLI. .,TREE �RCNTAG" �-._. �JOVE'v1EE� �Q O .., --- A JTIL — TY =ASEPAEN T .:HALL _Xl;� - , SCO , e- r� � r ! ; c- r-1 �- a�• �� n fop In �� _EU7 KG� 7HE _,4NDSCAPE -A`E"AENT ALC3,NG BRAWN M..� �,�-IECXEtJ CY: WGC111 � \Z 1 �� E� _�CNTA(��. / SCALE 1 0 A ��0_ nc� Priv `, C,�OUN ► 1 .. e 1r:�acs, ane, ,rFaon 'cx :0— d0 J180 =!r1AlI WWW C :;D.+i,il.:�H�;SANE+. :J1A TICE: IFTHEPRINTORTYPEONANY Tf_+ �i ( � � ( � � � � � � � � ( � � � � � � l � 11-. r.� � I � � I ..1_f[p _ _� r�TIT .17 � j_� 11.1 117 �..( 1 -11 � 1CI 111 Int 1 � � i � � i ( t I ( ► � r' r ( � 1.�-1. -� 1 111 T_111 1.. ► l 1 1 ► 1 I- T- 1- ! 1 � 1l I [FI-I1 l � tlr � � I1IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 � � I I I ITIS DUE TO THE ---- — 10 1No.36 � QUALITY OF THE -- .Y ORIGINAL DOCUMENTE 6Z 8Z LZ 8Z �Z fiZ EZ�Z iZiZ 4Z �IT t GT 9i SST � i ET t Ilii ilii ilii Ilii lill ilil ilil IIII i I i T s 8 11� �1�� UJ9 �► I , 0 0 w 0 N m Q a N 4 m r 10630 SW Kable Srteet CITY OF TIGARD BUI' DING INSPECTION DIVISION' MST1Id/ 24-Hotir Inspection Line: 63, ,175 Business Line: 6394 ,. t — BUP _ Date Requestedi_ < � �� _—AM PM __ BLD Location ,/Z l'�i� �'�� Suite MEC n _ Contact Person I t tin Ph �� - ��= PLM Contractor Ph SWR — BUILDING --� "tenant/Owner _ _ ELC 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 �--� Siisp'd Ceiling Roof Misc:_ - - �. --- - ---- ------ Final -- PASS PART FAIL PLUMBING 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 Service ------------ _._..----- --- - -- Rough In UG/Slab t.ow Voltage f i larm PASS --PART FAIL Backfill/Grading --- _ -- —'---�- —�-- Sanitary Sewer Storm Drain [ ] Reinspection fee of$ -._required before next inspection Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line I ] Please call for reirspection RE - _ ] Unable to inspect no access ADA Approach/Sidewalk -- _L) / -�__ Ext Other Date Inspector Final PASS 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 — BUP _Date Requested =� AM PM _ BLD Location— O G 3U ��- ��G�� S _ Suite — MEC Contact Person —� — Ph � PLM Contractor -- Ph SWR —�— Tenant/Owner ELC aininq Wall ELR Footing Access: -- - ---^ -- Foundation FPS Fig Drain SGN Crawl Drain Inspection Notas. — -- Slab -- ----___. — SIT Post$Beam Ext Sheath/Shear _ Int Sheath/Shear —� — Framing - ------•___-- -- -- —.__—�_____._-.. Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling ------------------------------------ Roof n; tf- A PART FAIL_ -- ---- RING Poll8 Beam --- --- ------ - ---- - -----__._.—_. _ Under Slab Top Out Water Service Sanitary Sewer - - -- ---- --- - Rain Drains ----------------------------------------------- Final P&§S PART FAIL Pest& Beam ------------- —-- ------ - - - -- - Rough In Gas line _.—_.T__- ------ Smoke Dampers (frina ---- ---------- - - - - -- - - ---- -- ----- -- -- ----- - -- -- ---- JMAft PART FAIL E CTRICAL - ------ ---- - - - ------ --------. _ - Service Rough In UG/Slab Low Voltage ---------_- - - Fire Alarm Final PASS PART FAIL SITE liackfill/Gr;ading ___.___—_-------_-__-- Sanitary Sewer Storm Drain ( )Rein,pection fee of$ required before next inspection Pay at City Hall, 13125 SV'J Hall Blvd Catch Basin IIlense call for reinspection RF Unable to ins ed - no access Fire Supply Line ( i p —_ l 1 p-- ADA Approach/Sidewalk / Other Date Inspector.--_ -- �-�--- -- - - - Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. \AAAAAAI,AAAAAAAAAAAAA AAAAAAAAAAAAI►AAAAAAAAAA o ► rA44 ~ ► ->, � N� ► h7 � ► 4444 44 p- ► a 44 Cr 44 o0 to ► 4.41 441 oi. r I �i ► 427 � � ► 4044 * ► 4 ► I 4 t, �► 4 ► 1 4 ► �7rvvvvv vviv-vv#fvvvvvvvvvvvvvwvvvvvvvvv...A CITY OF TIGARD BUILDING INSPECTION DIVISION MST %-moo o fes' 24-Hour Inspection Line: 639-4175 Business Line: 639-4 171 — -- — BUP _ _Date Requested _AM PM BLD Location� Z 36) -5w Suite MEC _ — Contact Person Ph ��- Z .3 PLM - Contractor Ph SWR BUILDING — Tenant/Owner ELC _-- Retaining Wall EL.R Footing Access' — Foundation FPS Ftg Drain SGN _ Crawl Drain Inspection Notes. ----- -- Slab -- —---- --- —_ - ----- SIT Post& Beam - ------- Ext Sheath/Shear Int Sheath/Shear -- Framing -- --- -------- --_ -- -_- - ---- m.- ------ Insulation Drywall Nailing Firewall .- Fire Sprinkler Fire Alarm --- Susp'd Ceiling Roof .._..�__--------- - ---- Misc: -----.____-_-__—.-- Final PASS PART FAIL _______._--_-__-- -- --------.,— _ --_---------__-----.__.....--_---------------___. �- UM Under Slab TopOut ------------______— ----__.__- ---------------- _..._._.-------- Water Service Sanitary Sewer RatnLrains ina ---_ PASS PART FAIL MEMNICALPost&& Beam ___--- Rough In Gas Line ------------ -------- Smo'-.e Dampers Final ------ ----- PASS PART FAIL ELECTRICAL Service Rough In In _ _.--_ - ----- ---_ ---- T_..-.-------- UG/Slab Low Voltage --- -- ----- — ---.-- _�-____ Fire Alarm Final PASS PART FAIL SITE Backfill/Grading - ------- - -- - — Sanitary Sewer Storm Drain [ Reinspection fee of$ _ required before next inspection Pay at City Hall, 13125 SW Hall Blvd Catch Basin ( (Please call for reinspection RE _ __.___-_-- ( Unable to inspect-no access Fire Supply Line - ADA Approach/Sidewalk -! Other Date _ GQ _ - Inspector s I ��° ✓-t Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF T I GA R D MASTER PERMIT PERMIT#: MST2001-00098 DEVELOPMENT SERVICES DATE ISSUED: 4/2/01 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 SITE ADDRESS: 10630 SW KABLE ST PARCEL: 2S110DA-04800 t SUBDIVISION: ERICKSON HEIGH TS ZONING: R•3.5 BLOCK: LOT: 009 JURISDICTION: TIG REMARKS: Construction of new single family residence Path 1 _ BUILDING REISSUE: STORIES: FLOOR AREAS REQUIRED SETBACKS REQUIRED CLASS OF WORK: NrW HEIGHT. ,, FIkST: 1,447 of BASEMENT: I34 00 of LEFT: 16 SMOKE DETECTORS. y TYPE OF USE: ST FLOOR LOAD: 1" SECOND: 1.583 of GARAGE: 678 At FRONT: 20 PARKING SPACES TYPE OF CONST: 5N DWELLING UNITS: 1 FINBSMENT: of RIGHT: 16 : OCCUPANCY GRP: rt:1 BDRM� a BATH: a TOTAL. 3.030 00 a/ VALUE3 367,548 00 REAR: 52 PLUMBING SINKS. t WATER CLOSETS a WACIrR1G MACH + LAUNDRY TRAYS: 1 RAIN DRAIN: 101, TRAPS. LAVATORIES: 5 DISHWASHERS: I FLOOR D 2AINS: SEWER LINES. 100 SF RAIN DRAINS 1 CATCH BASINS. TUBISHOWERS: 4 GARBAGE DISP: t WATER HE WERS. 1 WATER LINTS: 100 BCKFLW PREVNTR. 1 GREASE TRAPS: _ MECHANICAL OTHER FIXTURES: ' FUEL TYPES FURN<TOOK: BOILICMP I,311P_ VENT FANS 5 CLOTHES DRYER: t G7,!-, FURN�-100K: 1 UNIT HEATERS HOODS: t OTHER UNITS: + MAX INP: btu FLOORFURNANCES: VENTS. I WOODSTOVES, GAS OUTLETS. 1 ELECTRICAL RESIDENTIAL UNIT _ SERVICE FEEDER TEMP SRVC/FEEDERS BRANCH CIRCUITS_ MISCELLANEOUS ADD'L INSPECTIONS 1000 SF OR LESS: 1 0 200 amp: 0 200 amp: WISVC OR FOR PUMPIIRRIGATION. PER INSPECTION EA ADD'L 5005E 0 201 - 400 amp- 201 - 400 amp: tat WIO SVCIFDR SIGNIOUT LIN LT PER HOUR. LIMITED ENERGY 401 600 amp-. 401 600 amp: FA ADDL SR CIR. SIGNALIPANEL IN PLANT. MANU HMISVC/FUR: 601 • 1n00 amp: 601.an1ps•1000w MINOR LABEL 1000.amply,dt Reconnect only: PLAN REVIEW SECTION —4 RES UNITS: SVC/FDR-225 A.: 600 V NOMINAL: CLS AREA/SPC OCC. ELECTRICAL.•RESTRICTED ENERGY A,SF RESIDENTIAL_ 8.COMMERCIAL AUDIO 8 STEREO: VACUUM SYSTEM: AUDIO 8 STEREO. FIRE ALARM INTERCOMIPAGING. OUTDOOR LNDSC LT. DURGLAR ALARM OTH: ALL ENCOM BOILER HVAC LANDSCAf-EnRRIG PROTECTIVE SIGNL. GARAGE OPENER. CLOCK: INSTRUMENTATION. MEDICAL: OTHR HVAC DATA/TELE COMM NURSE CALLS: TOTAL.0 SYSTEMS. Owner: Contractor: TOTAL FEES: $ 9,154.00 7h1s permit Is subtest to the tigulations contained 1n the RENAISSANCE CUSTOM HOMES RENAISSANCE CUSTOM HOMES Tigard Municipal Code State u,r)R Specialty Code.;and 6272 SW WILLAMETTE FALLS DR 1672 WILLAMETTE FALLS DR all other applicable laws All work will be done in WEST LINN,OR 97068 WEST LINN,OR 97068 accordance with ap pro'Ied plans This permit will expire If work is not started within 180 days of issuance or 1f the work Is suspended for more than 180 days ATTENTION P11011A Phone: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set 8990: LIC 049955 forth in OAR 952-001-0010 through 952-001-0080 You may obtain copies of these rules or direct questions to OUNC by calling(503)246-1987 REQUIRED INSPECTIONS Erosion Control Insp 8, Post/Beam Mechanica Mechanical Insp Shear Wall Insp Insulation Insp Electrical Final Sewer Inspection Underfloor insulation Plumb Top Out Exterior Sheathing Insl Firewall Insp Mechanical Final Fooling Insp Crawl Drain/Backwater Electrical Service Low Voltage Rain drain Insp Fi' J inspection Foundation Insp Footing/Foundation Dr Electrical Rough In Gas Line Insp Water Line Insp Building Final Post/Beam Structural PLM/Underfloor Framing Insp Gas Fireplace Appr/Sdwlk Insp Issued By : I _ . _ Permiitee Signature : Call (503) 639-4175 by 7:00 p.m. for an inspection needed the next business day CITYOF TIGARD SEWER CONNECTION PERMIT SVVR2DEVELOPMENT SERVICES DATE ISSUED: 4/2101 PERMIT#: 4/2/01 1-00056 -- 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S 110DA-04800 SITE ADDRESS; 10630 SW KABLE ST SUBDIVISION: ERICKSON HEIGHTS ZONING: R-3.5 BLOCK: LOT: 0r19 JURISDICTION: TIG TENANT NAME: USA NO: FIXTURE UNITS: CLASS OF WORK: NEW DWELLING UNITS: 1 TYPE. OF USE: SF NO. OF BUILDINGS: 1 INSTALL TYPE: LTPSWR IMPERV SURFACE: Remarks: Sewer connection permit for new single family rEsidence. Owner: — FEES RENAISSANCE CUSTOM HOMES Type By Date Amount Receipt 6272 SW WILLAMETTE FALLS DR — WEST L.INN, OR 97068 PRMT CTR 412/01 $2,300.00 27200100000 INSP CTR 4/2/01 $35.00 27200100000 Phone: 503.557-8000 Total $2,335.00 Contractor: Phone: Reg#: Required Inspections This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency The permit expires 180 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals If the sewer is not located at the measurement given, the installer shaft prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a"Tap and Side Sewer" Permit and the Agency will install a lateral. ATT ENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are st 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) 246-1987 Issued by: , Permittee Signature: i Call(503) 639-4175 by 7:00 P.M. for an inspection needed the next bus;mess day 0� 1'1)01 \ Buildinj City Ot Tj n rr,eived: ,° //r/ Permit nu•: 5� CityuJAddress: 13125 SW 11W1 Blvd, I ig:ud,ur< iit.� '1cct/appl.nu.: Expire date:� --- ----.. Phone: (503) 639-4171 Date issued: By: I Receipt no.: Fax: (503) 598-19W Case file no.: Payment type: — Land use apprtiv:d I&•?family Simple Complex. 4---- - TYPE OF PERMIT 1 & 2 family dwelling or accessory f industrial U Multi-tamily '9'„ :, 1111 i 'ri Ll Demolition U Additioti/alleration/replacement U I 1j.111i 11111 1��.rrnrnt U Flw••prinl.lrt/alarm U 1)(11"I Juh a tdiess: �tG Sw { �, S �" L31Ji. nu.: Suite no.: - — -. _ ud •Lot: ma1r/ _ . -- $�p Projec, name: Desctipti,m and location of wurk on pt rtuises/special condoits: OVVNM FOR SPECIAL INFORMATION, CHECUJST Niriue_ qn1WE, W tt "r 5 (hoodp1n1%sepok capacity.solar.etc.) -- Ntaillne uJJiess 7� wle.,LJh�E1 F�u-S QR. 1 & 2 family duelling: v ( its Valuation of work......��sL . . ...... Phone: I a,: I No.of bedruonts/baths.... .. ... ............... £ Ito -- — -- - - Owner':i rrltrrsentative: ,'/ C Total number of floors...................... ........ . Phonr -. 2 . I ;i .{�(/(j I ii,,il New dwcIIing area sc. ft.c l ) .............. •..... .APPLICANT .. G4 --- Garage/cat purl wroa(Sq. ft.)......................... __47 Nanlc. eyCovered porch area(sq, ft.) ....•..•......•.......•.. - ,A � -- — -- Mailing address: �'• Llrrk area(sq. ft) ... ..................... . ......... . __ .,.3Z►� City: �j State:_ I /.I P: Other structure area(sq. It ) -.................... -I'h ��: - i l i�� T �I n��i ('mninercial/industrial/unflti-family:. •1 1 Valuation of work......•............... ... . $ Business name: Existing bldg.area(sq. ft.) .•.....•...... ... ....... Address: New bldg.area(sq. ft.)............. .......... ..... -- City: State: VIP: Nunlherof stories...................... . Type(it construction.............. . phone: Fax: I ni.nl Occupancy group(s): Ex' ing: CC13 no.: — -- -New: Notice:All contractors and subcontractors are required t,Iie 4 VA t 10 licensed with the Oregon Construction Contractors lioaid under N,inn �!} - -- provisions of ORS 701 and may be required to he. li•:en w l in the Addr�-, p jurisdiction where work is being performed. It the applicant is 1 - -- , exempt from licensing,the following reason applies: Clt _ tit. ,; LIf: �'j,� Contact phi mr _ '11,4511' — 4- -1444-111,111 W WiV Pok# ----- ---.. 310M 10" Natnc G�j� -- ContactPerson: e R,Y- flees due upon application ........................... $ Addresti Z V _ Date received: ('try: a't N ti a to 7-IP: alIP Amount received ............ ......................'..... $ _ Phone: l a'x�1, �9 "1 [-maiL Please refer to lee schedule. -- I hereby certit'y I have read and examined this application and the Nut all iwudwlions accept credit cards,pteau raft iurird,caon for nwre infurnuUnn, attached checklist. All provisions of laws and ordinances governing this U Visa U MasterCa,d work will be complied whether specified herein or not Credit card number:-___.______ 1 L_ L'apuer A - —--- -- Authorized Si'tl:fltire: Dale: _� 0� Name of cudholder u tlhnwn on credit card ��— 1� s Print nae: _� _ . - _- -- - Cardholder ngnatwc -„- —Anwunt Notice:'17nis permit application expires if a pernit is not obtained within 180 days alter it has been accepted as complete. a.al.re;u(GWICUhi) Pltinibinl;Permit Application It�' of Tigard — Datereceivcd. Permit❑,I Addfess: 13125SWHulllilvd,'I'lgard,l)R 97223 Sewer permit no Building permit nu.: CuyufTigurd Phone: (503) 639-4171 Project/appl.no.: Lxpiredate: Fax: (503) 598-1960 Date issued: BY: Receipt no.: I.alid tvw approval, _ -- � Caw file no.: Payment type: TVPE 6F PERMIT &2 family dwelling or accessary U I gnIII lei cial/industrial U Multi-fanidy U Tenant improvement ew construction U 1-11'i)f Id srI I, U OIIII.I- N 1110 A DVJI I . I I – Bldg. New 1-and 2-family dwellings only; t)t I'ce t total _ ru. Bldg. n.� tiuul• 11., Y 1, •—��- - - - _.---- -'--- (iucludm100ft.for each utility cunnectiuu) 'I ax n►apha, I L'., -11111 ria: _ Sf72(1)hath — ____---_1�-- -- - ShR(2)hath Project Rain r: S SFR(3)bath -- i fly/county: •�� _11' ORZ — A� Bach additional batll/kitchen Descriptio'[ and location of work on premises: lSlteutWtles: �t►'Q�IX -__'�1NLil�. ._--�E_ Catch basinlare.a drain 1.1 date III completion/ulsllv,:ti In — Drywells/leach line/trench drain PLUMBING 1 1 Foothw drain(no, lin, ft.) Manufactured home utilities Business name t�. r-1 Wow - Manholcs Add _ ress: 71b(/ w � 7 _ _ Rain drain connector State: Swlitruy sewer(no,lin.ft.) Phuuc: _ 1_ax I•11 ail; Storm sewer(no.lin.ft.) ('CB no.: _ Plumb.bus.reg.no: LO.•14 Pb Water service(nu.lin.ft,) I Ity/metro lit:• n'' Fixture or hear. I contractor's rellr,.•'.�'III.Ih.•• signature; Absor tion valve. DQ L -TI)",-- --- - Back flow preventei 1'11111 II IIID' C i-. PALMf S Backwater valve 00FI 1 7TIN1 Iasi ns/lavatur) Name: C otlics washer — Address: 71shwasher - - _ — 1 •ll _ -� .'.W: Drinking ibunWin(s) Y State: . Ejectors/sump I'll,lnr' I ;ix: F:-mail: Cxpaunsiun tank Fixture/sewer ca None(print): R�N - omit floor drains/floor sittks/hub Mailin add:rsGarbage disposal g �'�w � _ _ Hose hibhL4 NN c: 'LII': /Alp Ice maker —_ l'hune: Intercptor/grease trap owner installation/residential maintenance only: The actual installation lrrinmer(s) will be made by me or the nlaiutcnance and repair tnade by my regular Ralf drain(commercial) employee on the propC� , I own as per 10VS Chapter 447. Sink(s),basin(s), lays(s) t) �ner'r ,i)n•aw� (� __I__ —I - I l.0 5111,91 Sump — I 7 Tubs/shower/shower pan Name: 66A :1Jud . lWJriaanrtrca.rrl—closet 1PZre 11Y�, othvr:c Ihn "kDTr • _ E-mail 1 oral Not all jurisdicllrnu accept credil cndv,please call jutisdiclinn for mote infunnatton. M IIIiI1 um tee................$ U Visa U Mastercard Notice: This pennu application expires if a permit is not obtained Plan review(at —_ '#) $ t rcdil card nu,• et —_ !_LApi_�-—Its wlWln 180 days after It has i)eetl State surcharge(8%).... $ --- TOTAL . Nuneofcardholderushownonercdilcard accrpledascunlplClC, ••••••••••••••••••••• $ Cardhuldel xignalweAmo-nll'-- 44t14611,(wutl/COM) Mechanical Permit Application — �— I)ate recce ec I'cuuu oo r City of Tigard I'rojectlappl.no.: Expire date: c 5rw ul'I i�;,�r l Address: 13125 SW Hull Blvd,Tigard,OR 97223 I lute issued: By: Receipt no.. Phone: (503) 639-4171 -- Fax: (503) 598-1960 a.,e file no.: I'aymenttype: Land use approval; Building perrnn no,: APH OF PERMIT )�I K 2 family dwelling or accessory U Commercial/Industrial U Multi-family U Tenant improvement Now construction U Addition/alicratilm/replacement U Odler:.1011 SITE IINII0111NIIA`11'110N _-- 1 Job address: �Q , _ _ Indicate cquipment qualuitic.,In boxes below. Indicate the dollar Bldg.no.: Suite no,: v- value of all mechanical materials,equipment,labor,overhead Tax ma /tax lot/uccount no.: profit. Value$ Lot: Block: Subdivision: *5,.,. 1 hecklist for important uppli,,ltion information and Project name: tion',; t'cl-schedule for r(•,11•ureal permit fee, City/county: TLA ZIP: Description and locution of work on premises: _- t 1 1 1 Est.date of compleiiull/inspec(ion: --- Dearri ion Urr.' u1,.oal� ttl�.11nlr, — + ---, Tenant improvement or change of use: Air handling unit CFM Is existing space heated or conditioned'?U Yes U No Alrconditioninb(site plan requ re ) Is existing space in od.i ed'?U Yes U NO Alteration of existing HVAC system MECHANICAL 1 1 ' f-( er compressors State boiler permit no.: Business name:A C f r P I14C -- III, __Pons BTU/H Address: Q �j E _ _ _ ire/smu a altlpClSl act smoke erectors City: l �7 tilatc: ZlP: 'L eat pump(sue p an require ) Phon ' A'L I ax [ mail: nsta rep ace urn ac urner- TlJ/I__--�+L T Including ductwork/vent liner U Yes U No CCB no.: �',�.� nInstal I/replacelrclocatehea1tns--suspended, City/metro lir,no.: wall,or floor mounted Nance(please 1111111ent for ap 1liance outer than furnace 1 1 Refrigeration: Absorption units --.-_- 14TIJ/H Name: Chillers_ 111' ..___ —___ ^ Cum nessors_-_— __ III' Address: - ny ronmenta ex gust an vent at on, Cit r - State l.II' Applianeevent Phone �f I :1, -�I nl: Uryerexhuust I loo s,Type res. etc 1eldhazlnat Loud fire suppression system Nunte: /�Q A LKhuust fan with lint+,lc duct(hath fans) MailinE�,address:� � —�C f-xhal:sl S siciii J ia11 ffUttl heallll or A(_ ue p ping an dlstr but on(up to outlets) City' w V M _ _ State 7.I P: d - 1ype _..—Lim, .- NU Oil I'houl - I'a• & 1`.-Ilmil Duel lining each additional over 4 outlets fily, rocesspiping(schematicrequired) Name: r.7ik Number of outlets _ 7 ter jig dapp ince r Pqu`Imcnti y, — --- State: T�711' Ill or altyellteplace Address � � �.._ I,` Cif �Il type I'bonc a, 1. m;ul: oif%-tovc/pellet stove Other: Applicunt's signature: batc:'y Name (print): _ Pern fee Not all iudAcaons accept cledu cords•please as juindlcr1on lot Inure 1111MII1a11011 Notice:This permit application Minimum llmum m feeee............... $ ................$ U Visit MasterCard ryures if a permit is not obtained plan review(al _— 9i,) $ r,edll Bald nantber. ----- -J t%ithin 180 days afler it has been f.apilr, State surcharge(896) ....$ Mune of ca&o_1der as shown on credit cant acceple as comp ale. Cardlwlder sipialure Amount 440-4617(6nxNCOM) Electrical Permit Application I)alereceived: 7 permit no.: City of f Bard Project/aplil.n,, Exim, 'fire: ClryuJ'figurrl Address: 13125 SW Bali i.; t.Tigard,OR 97223 hate issued: J3 Phone: (503) 639-4171 Y' Receipt nu.: Fax: (503) 598-1960 Case file no.: I. , i Type: Land use approval: TYPE OF PERMIT .<I & `family dwelling of accessory U C'omnleictal/indwAtml J ",lulu i,,,utly U'rcnant unproventent Vew construction U Additintt/alieration/replacement J t nln t U Partial 1 . SITE INFORMATION Job address: � W _ Nldg, no.: Suite nn.: Tux map/tax lotlaccount nu,: Lot: Block: Subdivision:- nk- 1171 W!4 1l•�Gks. o Project natne: Description and location of work on premises; _ �J4.4-Fm� _ Estimated date of contplrtion/insltertiou CONTRACTOR1 Job no: Fer ALuc _FU S111e1Iuattne: -- Deseripllou (Jty. (ea.) IWill uu.Inst Nen res idcotinI-single or uruIIi-Iaudly IKr Address: �� deel inguoit.luciudesattaetndgarage. City: G 3iale.0„ zip:011 !xnicrhrcluded: Phone: •Q L Fu 3 E-mail: -luau sq.n.or less —— - Fach additional 500 sq Ir n,portion dicreof CCB no.: jai Ellet.bus. IIc.tel: — Limited el ergy,residential_- 2 City/metro lic.no.: Lnniled energy,nun-residcntial 2 _____ _ _ Each manufactured home of modular dwelling signature of supervising elecuicran(required) _ Uatc��_ Service and/or feeder 2 Su,.cleo mune( Boni - Services or feeders-liniallation, 1 I � IW RU Id N to IM 11ye, .iccu�,r no alteration or relocation: 200 snips or less 2 Nance(print): 4 r e-5 201 anpsto400snips 2 MuJlinJ address: 1 WaMtff—FAUg -, "Iamps toti00snips 2 601 snips to 1000 amps 2 City; W Staler;Q�• "1.11': '!Q over 1000 amps of,aria 2 Phon I'a, l: Itlall: ltrc,nur'clonl ) Owner instullation:The installation is being made of)property 1 own 'I eniporary service~or feeders- which is not intended for sale,lease,rent,or exchange:according to installation,aheratiou,orrelocation: ORS 447,455,479,( 1, 200 amps or less 2 201 amps to 4tO stops 2 0)vvnrr's si natulr: __ Date: 1 OI 4ottor,00ams 2 OLIN Branch circuits-new,alteration, or extension per parcel: 7Name: �'Jt ,- — A. Fee tut brmhch circuits with purchase of IA S W 'q 7—, service or I'caler fee,each branch circuity: P0TtI4ND - 51a1r,VI ZIP�a�--i B. Fee for branch circuitswfthoutpurchase �� I mall: of service or feeder fee,first branch circuit: 2 Fach additional branch citcuw rkAN REVIEW(Please check ail that apply) Misr.(Service or feeder not Included): U Service over 225 amps-u,ouncicial U Ileakh-care facilm cinch urn or litigation circle 2 U Service over 320 amps-rating of I&2 U Hazardous location Fach sign or outline lighting - 2 fontilydwellings UBuilding over 10,00(11 square feet four or Signal circuit(s)ora,intitedenergypanel, U System over 600 volts nominal more residential units in one structure alteration,or extension• 2 O Building over three stories U Feeders,400 snips orinore •I>rscriptionr U occupant load over 99 petso U Manufactured structures or RV park FAch additional inspection over Ibe allowable In any of the above: J t gress/lighlingplan U(thee -- —__-.- Per Inspection Submit`sets of plans with any of the above. Invcatigation fee The above are not applicable to temporary construction service. Other Not all Jurisdiction.,accept credit cods,please call jurisdiction for more intormufon Notice:This permit application Permit fee.....................$ U Visa U MasterCard expires if a pennit is not obtained Plan review(at __ oh,) $ _T _ within 190 days after it has been State surcharge(8%) ....$ _ - --- spires accepted as complete, TOTAL $ Name of cardholder ax shown on credit teed Cardholder signatwe -Atnounl 440.4615(611XYC'OM) SEE 35MM ROLL #2 0 FOR OVERSIZED DOCUMENT CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE GAGE ENTERPRISES INC PO BOX 1429 CLACKAMAS, OR 97015-1429 Electrical Signature Form Permit #: MST2001-00098 Date Issued: 4/2/01 Parcel: 2S110DA-048OU Site Address: 10630 SW KABLE ST Subdivision: ERICKSON HEIGHTS Block: Lot: 009 Jurisdiction: TIG Zoning: R-3.5 Remarks: Construction of new single family residence. Path 1 Your company has been indicated as the electrical contractor for the permit indicated above. In order for the electrical permit to be valid, the signature of the supervising electrician is required. Please have the appropriate individual from your company sign below and return this Electrical Signature Form prior to the start of the work to the address above, ATTN: Building Dept. No electrical inspections will be authorized until this completed form is received OWNER: ELECTRICAL CONTRACTOR: RENAISSANCE CUSTOM HOMES GAGE ENTERPRISES INC 6272 SW WILLAMETTE FALLS DR PO BOX 1429 WEST LINN, OR 97058 CLACKAMAS, OR 97015-1429 Phone #: 503-557-8000 Phone #: 503-657-0142 Req #: SUP 61es LIC 34544 ELE 3.128C AN INK SIGNATURE IS REQUIRED ON THIS FORM X Signature of Supervisin iectrician If you have any questions, please call (503) 631-4171 , ext. # 310 CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE CRAFTWORK PLUMBING INC 7736 SW NIMBUS AVE BEAVERTON, OR 97008 Plumbing Signature Form Permit #: MST2001-00098 Date Issued: 4/2/01 Parcel: 2S110DA-04800 Site Address: 10630 SW KABLE ST Subdivision: ERICKSON HEIGHTS Block: Lot: 009 Jurisdiction: TIG Zoning: R-3.5 Remarks: Construction of new single family residence. Path 1 Your company has been indicated as the plumbing contractor for the permit indicated above. In order for the plumbing permit to be valid, please have the appropriate individual from your company sign below and return this Plumbing Signature Form prior to the start of the work to the address above, ATTN: Building Dept No plumbing inspections will be authorized until this completed form is received OWNER: PLUMBING CONTRACTOR: RENAISSANCE CUSTOM HOMES CRAFTWORK PLUMBING INC 6272 :SW WILLAMETTE FALLS DR 7736 SW NIMBUS AVE WEST LINN, OR 97068 BEAVERTON, OR 97008 Phone M 503-557-8000 Phone #: 644-8698 Reg #: I Ir 79666 PI M 20-148PB AN INK SIGNATIJKE IS REQUIRED ON THIS FORM X Signature of Authorized Plumber If you hava any gl:estionz,, please call (503) 639-4171, ext. # 310 CITY OF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT M PLM2001-00341 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 08/15/2001 SITE ADDRESS: 10630 SW KABLE ST PARCEL: 2S110DA-04800 SUBDIVISION: ERICKSON HEIGHTS ZONING: R-3.5 BLOCK: LOT: 009 JURISDICTION: TIG CLASS OF WORK: ALT GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: SF WASHING MACH: BACKFL')W PREVNTRS: 1 OCCUPANCY GRP: R3 FLOOR DRAINS; TRAPS: STORIES: WATER HEATERS: CATCH BASINS: FIXTURES LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: TUB/SHOWERS: SEWER LINE: ft WATER CLOSETS: WATER LINE: ft DISHWASHERS: RAIN DRAIN: ft Remarks: Irrigation backflow prevention device. Owner: FEES Type By Date Amount Receipt RENAISSANCE CUSTOM HOMES PRMT CTR 08/15/2001 Q36.2F 27200100000 6272 SW WILLAMETTE FALLS UR WEST LINN, OR 97068 SACT CTR 08!1512001 $2.90 27200100000 Total $39.15 Phone 1: 503-5.57-8000 Contractor: MOODY ENTERPRISES INC PO BOX 713 FSTACADA, OR 97023 REQUIRED INSPECTIONS Phone 1: 503-630-5532 Final Inspection Reg#: LIC 5973 PLM 1717 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 rules adopted by the Oregon Utility Notification Center. Those 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) 246-1987 Issued By: ; . Permittee Signature:_ , — Call (503) 639-4175 by 7:00 P.M, for an inspection needed the next business day Plumbing t'crmit Application City of Tigard Datereceived: /% Permit no.:: Address: 13125 S W Iial l Blvd,Tigard,OR 9722.1 Sewer permit no.: Building permit no.: City of Tigard phone: 503 ( ) 639-4171 F'roject/appl.no.: Expire date: Fax: (503) 598-1960 Date issued: By Receipt no.: Land use approval —�� Case file no.: Payment type: JEWAWKI mi I chi 2 family dwelling of accessory U Conlrnercial/industrial New construction U Multi-1�3mily U Tenant improvement0 Ad(lilion/ahcratiorl/rcplacenicnl U Fuud scrvicc U Othct. 1 Job address: rte t Ucscrintlon Ql • Fev(ca.) Total Bldg.no.: - Ncw I-and 2-tinnily dwellill only: Tax map/lax lot Recount no., (includes 100 ft.foreacltutiltt�connection) Lot: Block: Subdivision: - - SFR(1)bath Project name: r r / 5FR(2)-2)-6 at -- - i - SFR(3)bath - -- City/county. , , IP: )`2 Each additional ath/kitc•hen Description and location of work on premises: Nile utilities: --- Catch basitt/area drain Est.date nl rnmPiet ion/Inspection. - Drywalls/eaoTiTne/trenc t drain - AJIzi-illor Iffloilli"MIN I- AI1 Footing drain(no.lin. ft.) Business name MunufnctureI d home utilities Address: .c j i r %/^ �' - '-'_ -- Manholes Of ". - Rain drain connrctor y �S" �r.t.' State: zlP: J 70 z-3 - Sanitary sewer(no. lin.ft.) Phone: 6,j, 'Ye S'I yt Fax:�F,,,c E-mail Storm sewer CCB no.: //71," Plumb, bus.reg.no: 5``f- Water service(no.lin. ft. City/metro lic.no.: Fixture or item: Contractor's representative signature: i / ', Absorption valve Print name: i , , _ Back f.ow preventer Backwater valve PERSON Basins/Iavatory Name: G��.,,[ c' i'1;ecrt Cotheswasher --- - Address: ,�' 7/3 Dishwas er SlateC•% ZIP: c^Z�� Drinking fountain(s) _ Phone: ax: s`�;!. nt,iil Ejectors/sump Expansion lank _ - — Fixture/sewer cap -` Name(print): hfta Flour dritins/Ilout sinksJliub - - . Mailing address; � � Garbage alis osul - City: �� State: LIF': I use bibb Phone.. Ice m er Fax: L-mail: 'Interc�tor/grease trap Owner installation/residential maintenance only: The actual installation Prime (s) will be made by nre o to intenance and repair made by my regularRonf rain(commercial) employee on the p en I w as per CARS Chapter 447. (hsncr's signature: - -- I);ti,•: _ Sum I'ubs/shuwer/shower an Name Urinal Address: - --- Witter closet City: l� - - State; ZIP Water heater Phone: Fax: Email: Total Not ail Nridictlrnu accept credit cards,please call Jurisdiction fa more inromution. U visa U MasterCard Notice:This permit application Minimum fey................. 6 , 4 expires ifs plan rLvi w(at -_ 96 ('relit card number: _— p permit is not obtained ) -- Expires within 180 days after it has been State.surcharge(8%) ....$ 1 Name of c nldrr as shown on c It card accepted as complete. Td FAL ... $ — CWholder signature s Amount 441.1616(&WA70M) ^o o o n S � C: O rD n CD Jk f r 3 D S a l 5 � n a :7 s l CITYOF T I G,A R D SITE WORK PERMIT DEVELOPMENT SERVICES PERMIT# : SI1-2002-00033 13125 SW Hall Blvd.,Tifjard, OR 97223 (503) 639-4171 DATE ISSUED : 1/6/03 SITE ADDRESS: 10630 SW KABLE ST PARCEL : 2S110DA-04800 SUBDIVISION: ERICKSON HEIGHTS ZONING : R-3.5 BLOCK: LOT. 009 JURISDICTION : TIG CLASS OF WORK: OTR PAVING ?: RESO. NO: TYPE OF USE: SF GRADING ?: VALUE: 3,510.00 EXCV VOLUME: Gy LANDSCAPING?: FILL VOLUME: 120 cy SITE PREP ?: ENG FILL?: STORM DRAINS?: SOILS RPT REQD?: IMPERV SURFACE: sf Remarks: 87.8'of rock retaa :ig walls at rear of property with 120 cu yds or more of fill Owner: -- - - ---- FEES TONY STORING 10630 SW KABLE ST De:cription _ Date Amount TIGARD, OR 97224 11WILD11111111 FCC-Valu 1/6/03 $81.70 flit 111PLN1 11In Ck-Valu 1/6/03 $53.11 1 IA XI K"4,St Tax-Valu 1/6/03 $6.54 Phone: -- — Contractor: Total $141.35 RENAISSANCE CUSTOM HOMES 1672 WILLAMETTE FALLS DR WIEST LINN, OR 97068 Phone: 557-8000 Reg #: LIC 130449 Required Inspections Excavation Insp Grading Insp Enginee•ed 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 :n ar-ordance with approved plans This permit will expire if work is not started within 180 days of issuance, of if worts ,s suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are sut forth in OAR 952.-001-0010 through OAR 952-001-0100 You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-6699 Issued 8v: ,— Permittee Signatu.e: Call (503) 639-4175 by 7:00 P M. for an inspection needed the next business day Site Work, Building Permit Application Date received CON of Tigard 1/9k g Permit no.S�.,.7fi<,,• 'i ��; F'roject/appl.no. Expire date: Ciryoj?'igard Address: 131:5 SV. hall Ltivd.Tigard,Ute 0722-- — Phone: (503) 630-4171 Date issued By -O Receipt no.: Fax: (503) 598-1 tine Case file no.. Payment type: Land use approvul: 1&2family Simple Complex: TVPE.OF ❑ 1 &2 family dwelling or accessory J Commercial/indu�ulu J \lulu-family J New construction J Demolition O Addition/altcr:uion/replacement J Icnant mmpl-w.cntrnl J 1 ir. prinkler/alarm AOther: C�G .1�•�.L' •�t�-LS _ II SITE INFORMATION Job address: y � BIdF. no.: Suite no.: Lot I;Ittck: TSuhch�In„r) 'I ax ma /tax lot/account no.: Project naris: - -- Descrip on and loclauo of worj on premises/specijtl condition : 0CK v D ae 7, sJac �,,.,� u t t _�✓ �'r -- 1 Name:-- _ r 1=1 Mailing address ,r 1. 1 R 2 family dnciling: City: ' l State ZIP: _ r•- Valuation of work........ Phone: It.- Fax L-mail: 41in rfr AN+........ Owner's representative: Total number of floors............................... / Phone: Ila If mail: New dwelling area(sq.ft.) ....................... APPLICANT Garage/carport area(sq. ft.)......................... Name: Covered porch area(sq. It.) ......................... : Deck arca(sq.ft.) ........................................ Mailing address State: ZII': Ocher structure arca(sq. tt.)......................... S _ City: _ _ I___ _ � Fux: l m,)il CommerciaUindustriallmulti-famih Phone: •: Valuation of work........................................ S e� CONTRACTOR f}I trC' j� Existingblbldg.arca(sq.ft - Business name: ''� _ New bldg.area(sq.ft.) ................................ Address: 1672— W!k v ” jC S Number of stories ........................................ City: /�l Staie:QtZIP T7068 Type of construction Phone: I-axt6 E 401 11_mail - -- Occupancy group(s): Existing: CCB no.: / 4j t/�J — - —_ New: _ Notice:All contractors and subconrractors are required to be r licensed with the Oregon Cori Contractors Board under rName: provisions of ORS 701 and inn% he required to be licensed in the s: jurisdiction where work is being performed. If the applicant is --_-..__---- exempt from licensing,the following reason applies: ty: State: ZII_' Contact person: Plan no.: — Phonc -mail — Namc:0- {,5 W &E�CTi��Contact person B ii Fees due upon application ........................... $ Address: ,p eg Z�J$!�! Date received: City: State ZIPb 7 j Amount received ......................................... $ Phone:66u � f ax:F O E-mail: Please refer to fee schedule. 1 hembv certify I hav, read and examined this application and the hot all tunsdtcuorts accept credit cods,please call tunsdtruttn Int more information attached checklist. All provisions of laws jAd ordinances govrming this J visa J MaslerCard work will he complied with,w ether Ste f • in or not ` I Credit card number , Et tee p Authorized signature: Date: 2 t✓�� Name of cardholder as shown on credit card S Print name: ,.S- — I L� Cardholder signature Amount Notkt:This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. 4404+11 46MCOM) U SITE WORK PERMIT CHECK LIST Commercial, Multi-Family (R-1 occupancy) and Res►dential: Please complete all items below, unless otherwise noted. Excavation Volume: Grading VOIumP: Soils re ort required for >5 00r' u. yds.)- - - _ ct�ds. Fill Volume: (Fill exceeding 12" in depth shall be compacted to 90% Of maximum densis__ cu. yds. ---- -- --_ - - Rock Retaining structure? (Check one) U CMU U Concrete U Other _ U *Total new impervious area including all buildings, sidewalks. and avin sq ft. Site Utilities Plumbing Work: Complete the "TAN" Plumbing Permit Application for site utilities plumbing work. ____ ------------------ Plans Required: See"Site Work Permit Application - Plan Submittal Requirements" attached. The followinq must accompany this application: _ _ Site Plan with Vicinity Map showing *Parking (including ADA) and ADA cc: npiiance Lighting Plan Grading Pian and details *Lands_ caping Plan -__,_ Erosion Control Plan and details - Soils Report if required)_ Retaining Stru,. -fres - --- *Does not apply to 1 and 2-family dwellings. _— # of Plans TYPE OF SUBMITTAL Required at (Includes New, Additions or Alterations) Submittal_ Commercial 4 Multi-Family R-1 Occupancy `f One- & Two-Family Dwelling Q NOTE: Plan review is dependent upon submittal of a completed application and pl,:3ns. After plan review approval, the Plans Examiner will contact the applicant to request .additional sets of plans for distribution purposes (for Contractor, City of Tigard, W-ishington County, and Tualatin Valley Fire & Rescme). i\dsLs\forms\sitecheckhs1 da: 09/24/01 SEE 35MM ROLL # 20 FOR OVERSIZED DOCUMENT Iz,,Yo/01 FRI 09:14 FAX 503 870 9147 CARLSON TESTING 14o07-_ 1.drlSOn -: e�rt t"hY�x al Main CM'!ce Salem OfficeLlcnd Office P.O.Box 23814 4060 Hudson Ave.,NF P.O.Box 7918 A Div000n of Carlson Tasting,Inc. Tigard,Oregon 97281 Salem,OR 97301 Bend,OH 97708 -, chnical Consu;ting Phone(503)684.3460 Phone(503)589 1252 Phone(541)330-915', Construction Inspection ant,Related Tests FAX(503)670-9147 FAX(503)589-1309 FAX(541)330.9153 December 20, 2002 Albert Shv ids City cf T)g3rd r4ui"c41119 rooes EnforcerTient 13120 S`X )faN Bcwlevard Tigard, Oiegon 97723 Mr. Shields, TIM purpose of this letter is to provide you with information regarding the rebuilding of the rockery walls on lots 2 through 10 of the Erickson Heights Subdivision. We have piov)ded Renaissance Hornes with a rockery wall design .nd a confirming agreement to observe the reconstruction of the rockery walls. Provided our cc)rfirrning agreement is signed and returned to our office prior to the commencement of work, Carlson Geotechnical will observe the reconstruction of the walls. The general plan for reconstruction the walls is to remove each wall, excavate subgr;-,.ie soils to firm material, and rebuild the wall in accordance with Our rockery wall design. Once a particular wall is removed, we will observe the subgrade soils and make the proper reconirnendation for over excavation of the subgrade. Once the subgrade is over excavated, we will ooserve the keyway, foundation rock, and placement of the wall drain. We will also observe compaction of the backfill aggregate, footing to slope (or adjacent wall) set hacks, and wall hatter Provided (hese items are performed in accordance with our recemmendations, we will provide a final letter of rockery wall observations to the City of Tigard and Rcnamsance I lorries. If you have -,ny further questions or comments, please contact Baur office. Brian C. Ranney, G.I.T. Geotechnical Staff �,;arlson Geotechnical MehlOr71ce swes"O#Yk* EhmdOffic• P.O.[lox 23814 4060 Ridson Ave.,Ne P.O.Box 7918 A Division cf Cevieor. 'oWng,Ina. Tlgwd,Oregon 97981 5a1•m,OR 97301 Bond,OR 9T/C8 Gooteohnioar Cons[Atlng ; Phone(509)55"-3460 Phone(503)5W1959 Phone(541)330.9156 Conelruckil In.+pactron and Relatad 1ko41' FAX(503)07D-9t47 FAX(603)68 1309 FAX(641)330.9184 ^ e � � a , 144 1, 2002 Mr. Steve Hunt R©naisson,�e Homos 1672 .'W 'Villalnc;t(e i-Als D iv,: West Linn, Oregon 01008 Coefirming Agreoment for Constru-:tion Obsorvatlon Sarvicos Erickson Heights Rockery Walls I ots 1-10 SW Kable Street Tigard, Oregon INTRODUCTION Carlson Geotochnical ,s pleased to submit this confirming, agreement to observe the re-building of the upper rockery walls on lots 1 tnrnugh 10 of the Erickson I]eights Subdivision in Tigard, Oregon. We have performed numerous observatlons of these rocker, walls, the results of which were presented in our Summary Report of Rockery Wall Observations dated October 25, 2002. In that report we recommended that ing upper walls be re-built, and wo provided a general detail and written recommendations for rebuilding the rockery walls. PURP03E AND SCOPE The purpose of our geotechnical construction observation servir_e, will 5-�- to confirm that the rockery walls are re-built n acccxdance with thoe recemrrlerid allons contained in our Summary Report of Rocker;Wall Observations. Our speufi(;scx)pe of services will include the following: • Observe rackRry wall sjbgrade solis • Observe boulder placement. , • Clbsme wall backfill compaction. • Observe wall batter. • Maintain periodic documentation of the constriction activities and provide Feld reports to Rcnalssance Hordes and the City of I]gard. • Submit a final Mtter of compliance regarding geotechnical-related activities, F£E FSTIMATF It is difficult to accurately estimate our total construction observation fees because our involvement will depend on the rate at which construction proceeds, weather conditions, and the rlumbor of site visits required. We anticipate that Our services w,ll be required on a part time, Erickson Heights Lots 1-10 Tgaid Oregon Di,�c6r oer 11,:002 ren-call basis during earthwork operations; however, we are prepared to perform full time observation at yor,r request For budgetary purposes, ove lave assumed that each part-time visit will requ re a total of 3 hours and will cost approximately $325 each. Eac t full time visit will require a total of 8 hours and will cost approximately $650.00 each. This cost eslima'a includes vehicle mileage, and preparation and review fine for field reports. Our construction observation services will be conducted by a member of our geotechnical staff and will be billed on a brne-and-expanse basis, All charges will be provided in accordance with the attached Schedule of Charges and Terms and General Conditions for Geotechnical Services. We are prepared to maintain a high level of communication with the involved parties to k=eep fuse control of estimated and actual demand for our construction observation services. Satisfactory earthwork performance depends to a large degree o~t the orality of construction. Sufficient observation of the contractor's activities is a key part of determining that the work is completed in accordance with the construction drawings and specifications. Subsurface conditions observed durirg construction should bo comparad with those encountered during subsurface explorations, and recognition of changed conditions often requires experience. We recommend that quallfied personnel visit the site with sufficient frequency to detect whether subsurface conditions change significantly from those observed to date and anticipated in this report. We recommend that rockery wall subgrades, placement of boulders, drain placement, wall batter, and compaction of wall backfill be observed by the project geotechnical engineer, of their representative. SCHEDULE Because observ3tfon is typically performed cn an on-call basis, this agreement assumes that the earthwork contrartor is held contrac:tiially responsible for scheduling observation. Observations should be scheduled a minimum of 24 hours in advanc©of when you would I;ke the(.)b6erva6on to hp pp riared. CLOSURE We appreciate the opportunity to submit this pruposal and look forward to working with you on this project. Please formally provide your authorization of ttie work described herein by signing a copy of this proposal and returning It to our office. At your request, upon receiving written Carlson Geotechnical Pape 2 of 3 Erickson Heights LO!S 1-10 Ugsrd, Oregon December 11,:002 authorization to proceed, we will notify the City of Tigard by letter to inform them that we have been rotalneO to ob3owo the ro-building of the walls. Please tool free to call if you have any questions or refuse aodlllcrla; inforfrration. Sincerely, CARLSON GEOTECHNICAL Brian C. Ranney, G I.T. Gootochnlcol Staff I � J , ne M. Niemer, P.E. rin al Geotechnical Engineer Ada ments; Terms and General Conditlons fcr Ceotechnical Services . A . . . A A . • A . . . A . . { . . . A M . A . I • . . . A A A A . . A .• 1 . i M . ♦ . • . The teens and condition S cf this etter are hereby accepted, and aufholization to proceed with the above scope of work is give by the following signature I have secured or verified right-ct- entry for thiYWvkK.E3Y Date---L — Firm NI), A .S Doc ID.P:U-0TE--H1r tnjec2s(Engrec)�llp1 ProjectVErlctnon HeQhts,Sbdl,ns*nteenmmng apreemsnt re buiW rock,-4119 DOC Carlson;eotechnkcRl Page 3 of 3 • r 1 S O n C7 ox e L h n *c a.1 Main Office ;alem Office Bend Office • • • • PO. Box 231314 4060 Hudson Ave., NE P.O. Box 7918 A Division of Carlson Tes;r.j, Iric. ' ' • • Tigard.Oregon 972e' Salem,OR 97301 Bend,OR 97708 Geotechnical Consulting : r e �� : : Phone(503)684-3430 Phone(503)589-1252 Phcne(541)330.9155 Construction inspection and Related Tests ' FAX (503)670-U1-' FAX (503)589-1309 FAX(541)330.9163 CGT No. 60111186VE ' Permit No. Unava��amle FIELD OBSERVATION REPORT DATES COVERED: Cctaber 21, 2002 PROJECT: Erickson Heights Subdivision - Lot 9 ADDRESS: 10630 SW Kable Street, Tigard, Oregon BY: Brian Rar.ney, G.I.T WEATHER: Cloudy, --60°F PURPOSE OF VISIT: Pockery'Nall Observation Carlson Geotechnical (CGT) Geoicchnical Staff, Brian Ranney, arrived on site at 9:15 am as requested by Steve Hunt of Renaissance Homes (RH). The purpose of my visit was to observe the rockery walls located in the back of lot 9. At the time of my observations, the residence was complete. The backyard of the residence had been landscaped. Three rockery walls had been constructed in the backyard of the lot. The upper rockery wall was approximately 3.5 to 4 feet high, had a batter of approximately 1H'4V, and was backfilled with silt soils. I could probe the backfill the full length of my probe (4 feet ) with relatie ease. The stacking of this wall was generally good. Some of the bottom course of boulders appeared to have been embedded into the subgrade. This wall is not surcharged by adjacent structures. The second rockery wall (down slope from the first, upper rockery wall) was approximately 4 feet high with a batter of approximately 1 HAV. The stacking of the boulders in this wall was generally good. The wall was backfilled with 2 inch minus aggregate Probing of the backfill indicated a medium dense condition of the backfill. The bottom course of boulders for this wall were embedded into the subgrade. this wall is not surcharged by adjacent structures or walls. The third rockery wall was approximately 4 feet high, had a batter of roughly 1 HAV, and was backfilled with 2 inch minus aggregate. Probing of the aggregate indicated a medium dense condition of the backfill. The bottom course of boulders appeared embedded, and the stacking of the wall was generally good. This waii is not surcharged by adjacent structures or walls. I left the site at 9:30 am. Brian C. Ranney. G.I.T. t Jeanne M. Niemer, P.E. Geote&nical 3iaff Principal Geotechnical Engineer Note: Our reports pertain to the locations observed at the time of our visit only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. DISTRIBUTION: Steve Hunt, Renaissance Homes. Fax: (503) 670-8663 Steve Hunt, Renaissance Homes. Fax: (503) 656-1601 ly�uuL 01/02/03 THU 11:07 FAX 503 670 9147 CAFtLSON TESTING �A��ter°rw°r•�� ROCK SIZE SCHEDULE(Eqn.=25111D+250)LBS ROCKERY WALL DESIGN ----- ------- i (FT) MIN-WT-(LBS.) WFICAL SIZE(IN,) MAXIMUM WALL HEIGHT(H)=4 FEE —v— l 4 X 26 X 18 DRAWING NOT TO SCALF 4 1'SU3 25 X 25 X 25 ?_8X25X16 1.OfJfl 22 X 22)-22 LEVEI.70 2H;1V MAX SLOPE 22X19X14 �\ 1 F 11'1 - 18X18X18 COMuACT6D SILT OR CLAY SOII- (12 to 24 INCHES Q THICK) 1 nit yf d.. 1 pA 40a`." q" STABLE TEMPORARY CUT oR ,ON „Je eQa (.SLOPE ANGLE VARIES) d' 44-1 ` MIN.WT. ,o•�.A�`�fi 250Dr250 "J` �c� ME ” 4"-0 CRt ISHED AGGREGATE, Kpin ►2.3\.a _ 0��/�yr'a COMPACTED IN 12 INCH LIFTS r a�.l .,1)•. 0.3511 �I rQ�" 1 1r2"-O CRUSHED AGGREGATP •1 -- �RE - — cG WITH NO MORE THAN E FINES C 1_ I ,.�. 8 /' PASSING THE No.200 SIEVE, O� LIGHTLY TAMPED �'Q n �•> - ' — 4 I DIAM.MIN,PERFORATED PLASTIC PIPE f3 IN CI r S :1FDt.JI_E 40 or ADS HIGHWAY GRADE BUIL SY OF r'3,413DD INGn'v's/ON KEYWAY 0.41-11 MIN FOR OSHA STABLE ROCK., 0_5H MIN FOR iOSHA*TYPE A"SOILS.AND CONSTRUCT ION NOTES 0.61H MIN. FOR(OSHA"TYPE B'SOILS 1. For walls supportinq engineered fill,the fill should be overbuilt and the wall constructed ? inst an excavation into already compacted All. 2 Keyway s_)gradn and embedment depth should be verified by CARI SON GFOTFCHNIGAt 3 flocks should have a cubicz`11,tabular,or,rrni-rectangular shape that roughly matches the space created by the pre%'ous rock course. Ro*s should be laid not with the long dimension oriented perpendidular to the wall and extending toward.,ti,-excavation face. Rocks shcxhid he staggered such that each rock hears on at leas two rocks below and vertik-al joints are discontinuous Ro(.T placement and wall integrity should be checked(by builder)by lightly hammering ah the tvp of each ruck with ex�avatar hod et 4. Minimum rock sizes should be determined using the ROCK SIZE SCHEDULE above,where D is the rlLstance from the base of the rock to the tnp of the wall Rocks should be no smaller than 500 Ibs. 5 Voids greater tt+an 6 inches wide where there is no contact between adlaorant rocks should be chinked with a small rock. 6. Backfill behind the rocks should consist of an average 12-inch-wide sheet of 4"-0 well graded crushed aggregate with no more than 7%fines passing the IJ S.Standard No 201 sieve Llackflll should be placed in lightly compacted to an unyielding stats In 12 Inch lifts has Pach course of rocks Is placed. P� 04 Carlson Testinq, lnr-,. p o E3()x z4s•,4 Erickson Heights SUbdiVisiOEC(3T f{5 No. GU1011 L .�.W„ Tigard, OfiegoI7 97281 •" CITY OF TIGARD "Tuesday, November 05, 2002 OREGON Robert D. Wood, VP of Construction Renaissance Properties FILE �1672 SW Willamette Falls Dr. West Linn, OR 97068 RIS Erickson Heights II, Retaining Walls and Fill, Lots #2-10. Dear Robert: Thank you fir your cooperation in taking steps to rns:,lve the issues concerning the rockery retaining walls and fill on Lots #2 - 10 at Erickson Heights 11. Permit applications and plans regarding the suhject walls and fill have been received by the City cif'Tigard. The lot numbers, street addresses, and permit nuwribers are listed on the atr-►ched e-hihit. The City recognizes this submission as meeting the timeline requirement set forth in the September 24, 2002 Notice of Violation letter sent to Renaissance hut, as you kno,v, the application and plans do not resolve or propose corrections regarding the issues raised about ►his site in that Septemner 24"' letter from the City, the September 17"' report from Kleinfelder, Inc., or the October 21" report from Carlson. We will accept these plans as a pro-forma submission pending receipt of revised and updated plans upon which we will conduct a formal plan review. Please submit plans revised to address and correct the issues and concerns raised in the above letter and reports We have not yet assigned a permit number to the application for lot X17, 10690 SW Kahle. The two rockery walls on that lot were included in the original plans fo.r the subdivision. If corrective work on those walls is required before the design engineer, Carlson, can verify the adequacy of their construction and issue a final acceptance letter, please let us know and we will issue a permit on this property. if Carlson is able to approve these walls as having been constructed in accordance with their original plans and will issue a final acceptance letter on them, specific for this lot, please forward that letter to us. Please note that the City's September 24"' letter provided 30 days for submission of the permit :applications and a total of 90 days or 60 days additional for completion of all corrections, including plan review, construction, inspection, and approval. As of today, November 5`h, 52 days remain of that 90 day period, whtLh ends at close of business on Friday, December 27, 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 — e •• f w Y'r f Y • • •• •r w • • •n • • 1 2002, PWasa hpte fuflI") that f;nal Inspection approval will require submission of a final acceptance leiter from the design cn,,ineer(s). Sincerely, I/t Gary Lampella, Building Official cc: Steve Ilunt, Hap Watkins, Albert Shields ... ... . ... F.ItI('KSO�VIEk(:11'r—I1_�Rkr.11N NG WAILS AND FILL Lot No. Permit No. ,Street Address 2 SIT2002-00028 10856 SW Kahle St, 3 SIT2002-00029 10832 SW Kahle St. 4 SIT2002-00030 10810 SW Kahle St. 5 SIT2002-00027 10788 SW Kahie St. 6 SIT2002-00031 10721 SW Kahle St. 7 SIT2002-000XX 10690 SW Kahle St. 8 SIT2002-00032 10652 SW Kahle St. 9 SIT2002-00033 10630 SW Kahle St. 10 SIT2002-00034 10600 SW Kahle St. December 31, 2002 FILE COPY CITY OF TIGARD Renaissanco Homes, Inc, REr0N 1672 Willamette Falls Dr. West Linn, OR 97068 Re: Rockery Wall Construction with Associated Fill Dear Mr. Hunt, The rock retaining walls and associated fill for Lots 2, 4-6 & 8-10 have been reviewed and approved per the design by Carlson Geotechnical and your agreement with them to monitor placement of the walls and the compaction of the soils on a continuous basis. This agreement is a condition of approval of the plan review and is included as part of •the permit document package. Carlson Geotechnical shall submit daily field reports regarding drainage, wall base compaction, drainage, fill compaction, and fill slopes. At the end of construction on each lot, they must also submit a final summary report that verifies the compliance with their design and the acceptance of all supported fill at each retaining wall. This will assure the owrers, developer and the City of Tigard that the terraced slope and its component elements are now and will be stable in the future. A City of Tigard Budding 'nspector will also make regular periodic visits once you have commenced work. Please notify Albert Shields as you begin work on each lot. His phone number is 503-718-2426. The fees for these permits reflect only those pertaining to issuing each permit, and do not include any ins-�stigation or penalty fees. This will be addressed under separate cover by Albert Shields who does our uniform code enforcement. It is important to note that there is still an open enforcement case at each of these lots, and there will be no final approval by the City until those cases are resolved, and all fees paid, lot by lot or en masse. Sincerely, Darrel "Hap"Watkins I _Z Inspection Supervisor Cc Roherl Wood, Renaissance Homes, Inc. t ?gyp Albert Shields, Codes Enforcement Officer Owners of individual properties 13125,9W Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 — CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 , MS.ii — ----- INSPECTION DIVISION Business Line: (503)639-4171 T gUP Received ------.Date Requested_ :5-,- / 3 AM---- PM BUP - _-- �' �C L— MEC Location S e,_ ---- - -- - Contact Person PLM - -- - - Contractor __..—_- -_ __ -. Ph(_-.-__-) -_-- ----- SWR --.--- -----__---__ BUILDING Tenant/Owner ___ -- -^ ELC - ---- --- ---- Footing ELC _ -- --- — Foundation Access: ELR -_ __ Ftg Drain 2 6903SIT Crawl Drain —_.._ 3- Slab Inspection Notes: Post&Beam - - Shear Anchors Ext Sheath/Shoat _- Int Sheatl>/Shear _ Framing Insulation - J - Drywall Nailing Firewall Ll�� •¢ - ---- -- FireSprinkler - --- ---- 1 ---�- - Fire Alai --- Susp'd Ceiling Roof Final PASS PART FAIL Post&Beam--- _----- -_ Under Slab - -------_--� Rough In ---- -- __--.—---- — Water Service -- -- - -- T� --.-- Sanitary Sewer ._—__----_-- Rain Drains - -- -------- Catch Basin/Manhole -� ____— -.---- ----- -- Storm Drain -- Shower Pan -- -- Other: Final —_. - ------- __—�__.� ---- — PASS PART FAIL MECHANICAL Post&Beam ------ -- - ----- -- Rough-In ------ Gas Line -- --- -- - --- -- Smoke Dampers -- -- -- - Final -- -�— PASS PART FAIL -- - ELE_CTRICAL Service --- --_------ -- Rzjugh-In -- - UG/Slay, - - ---- Low Voltage - _ -__—�_-----_--- ------ Fire Alarm Final E required before next ins .ctio I�Iall. 13125 SW Hall Blvd. n Rein..pection ler. nt� q PART FAIL — _ _ tin ble to inspect - no ac ss SITE C� Piease call for«, tslt :lion HE: � Y� ire Supply Line T /` ADA / �, --- - Ext Date Inspector Approach/Sidewalk _ - - -- - - DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL FILE CITY OF TIGARD OREGON Thursday, May ()1, 2003 Renaissance Development Curtis Heintz Excavation 1672 SW Willamette lulls Dr. 27475 SW 145" Ave. West Linn, OR 97068 Sherwood, OR 97140 Attn: Randy Sebastian, President Attn: Curtis Heintz Robert and Mary Meehl 10810 SW Kahle St. Tigard, OR 97224 Robert F. Vann 10722 SW Kahle St. Tigard, OR 97224 ony and Diontnie Storino 10630 SW Kable St. Tigard, OR 97224 RE: Retaining Walls on Lots # 4, 6, and 9, Erickson Heights 11, 10810, 10722, and 10630 SW Kahle St., Tigard. The purpose of this note is to let you know that we have received a copy of a report dated April 24, 2003, from GeoPaciflc Engineering on Rock Wall Evaluations for Lots 4, 6, and 1). That report includes an extensive analysis and an assessment that: "Based on our observations, explorations, assumptions, analyses, and findings, we conclude that the existing geometry and rock wall construction on Lots 4, 6, and 9, although less than a Factor-of-Sa :ty of 1.5, is sufficient such that they do not reptesent a hazard to the existing residences o• adjoining properties." Based on this assessment, the geon;etric cross-sections provided by Geopacifi.;, and our own observations we accept the walls on Lots 4, 6, and 9 on an "as-built" basis ;,nd as requiring no further corrective action. Accordingly, we have issued a final inspection approval ,4 these walls under permit SIT2002-00030 for Lot X14, SIT2002-00031 for Lot #6, and SI'00024W33 for Lot #9. A cony ot' '.he GeoPacific report is enclosed for the homeowners and a copy of our final inspection report is enclosed for all recipients of this letter. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 — -- --� Retaining Walls, Lias 4,b, and 9. 5/1/2003;p.2 of 2. Please note that the GeoPacific report ca,itions that "The homeowners should be aware that severely uncontrolled and concentrated runoff, leaking water pipes, or other sources of potential localized slope saturation may reduce portions hof] the upper wall factor-of-satety to ' near 1.0 and could cause partial failure of the uppermost rockery wall. We have included our list of items to consider for maintenance of hillside homesites to aid the homeowners in safeguarding against such occurrences." The "Maintenance of Hillside Ilomesites" list is the last page of the GeoPacific report and it includes specific references to such items as "make sure that roof rain drains are connected ... check your roof drains, gutters, and spouts to make sure that they are clear ... watch for wet spots ... do not allow water to pond on the property ... and do not irrigate in an unreasonable or excessive manner." As this list implies, it is the on-going responsibility of the respective homeowners to ensure that house rain drains and other systems are properly maintained and that neither they nor irrigation systerns over-saturate the retained till behind and beneath the rockery walls. These walls and the fill behind them are non-structural and no additional loads may be put on either that could add surcharge to the wails, such as additional fill, decks, accessory buildings, or other structures. Thank you for your cooperation in resolving the issues pertaining to the walls on this lot. Please let me know if you have any questions. Sincerel Albert Shie ds Building Codes l;nforcement Officer cc: Jim Imbrie, Geopacific Lngineering, Property Dile. r CITY 4F TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION BusinesLine: (503)639-4171 MST Received _-_----__-- Date Requested_ Location -/4:23 ---- ----- -- c AM._- _ PM— BUP _ _ -- � _ c..J� - --------- -.—__ -- - —� . -- Contact Parson MEC - - ---- - .� -------.-Contractor h(.__ PLM --- --- -___ - -.----- - BUILDING —-- TEnant/Owner SWR _- ---- -- - - Footing _-- - , - - ELC -- - - - - --- Foundation - -- - Ftg Drain Access: ELC Crawl Drain ELR Slab ---- Inspection Notes: - -- Post 8 Beam 51T 201!--)2- Shear Anchors - - - - Ext Sheath/Shear Int Sheath/Shear Framing -- -- -_ Insulation - -- Drywall Nailing - - - ---- Firewall Fire Sprinkler - Fire Alarm y-- - --- - Susp'd Ceiling Roof _ -- ---- - ----- /C' Other: ------- � v Final - _ ___ _--d PASS PART FAIL -- --- - Post 8 Eeam-- -.----. - - nder Slab -- - ------------ Rough-In - - - Water Service _ Sanitary Sewer - --- -_�_ Rain Drains Catch Basin/Manhole i - Storm Drain - Shower Pan - - --- - ----— - - --- Uther: - Final --- PASS PART FAIL - --- MECHANICAL ----- Post 8 Beam -- - -- Rough-In --- ---- -- - - as Line --- Smoke Dampers -__-- Final ASS PART FAIL -- --- _ELECTRICAL Service - - - Rough-in - - -- UG/Slab Low Voltage �_- - . -- ----- - _-- _ Fire.Alarm -- - _ ----- - Final r -- - _ PART FAIL U Reinspection fee of$ _ required before next iris ch r� p, - - - SITE / V all. 13125 SW Hall Blvd. _ �I I lease call for ie'1spe;lien RE ire Supply Line - - - On ble to inspect- no ac ss ADA 5" � �3 Approach/Sidewalk Date Inspector �O -- - _ _ - ---- PASS PART FAIL DO NOT REMOVE this Inspection record from the fob site. ':14/'28,'2001 16:38 5032286222 BLAME AND DUCKLER PAGE 03 u41.,d?VA n;l-10:10 FAX.5n3 224 7.324 DUNN CARNEY Q003/012 44/28/2003 x3:42 50355BB705 GEOPAC:7F 1G ENG Peva 02 amp Iffm COPY Roal World Goolechnlcal Solutions April 27, 2003 Investigation-Design, Constnrrtion support l''M106t No. 03-8207 S44Vo Hunt _ Renaissance Homes, Inc, 1672 Willamette Falls Drive, West Linn, OR 97068Fax (303) 6156-1601 SUBACT: ROCK WALL EVALUATIONS LOTS 4, 6,AND 9 ERICKSON HEIGHTS TIOARD, OREGON Reference: GeoPaclfir, E mginenring Inc, Initlal Rock Wall Evaluations, Lots 2-4, 6 and R-1 o, Erickson I-lelght_e, Project No, 03-8207, dated April 0, 2003. 1 hit letter prmsents our assessment, findings, and contusions for the upper rock walls r n the above-referenced lute. The rnain purpoS©of this work phanc was to provide further evaluation including shallow subsurface: explorations by hand, globni stability analysis, swnd more complete evaluation of rookery wall adequacy. FIPLD WORK Our Held geologist prjrformed shallow hand excewFttions and/or probing to further determino the fill adequacy and extent of nonenglneered fill. The upper three to rave feet In the upper ortions of the slopA were generally poorly compa�ctod (nonengineered fill. pp p show the depth of poorly compacted fill and are presented on rng re's 31hrutghs5 were modified to ANALYSES Wo performed a global slope stability analysit5 for c:irculnr failure on the tiered walls end slope on what is conald®red the most critical geometry of tho three relevant lots, the tiered slope on Lot 6 Loi 6 has thiuA tiers that have signifioantly more vertical change than the utfaer two lots. We a99umed shear parameters and ul-lit weights basrxl on our experience in similar soil types (Cloy(.1y SIL T with somp weathered basalt rock). `the parr'Moters assumed are as follows. Unit Saturated - Solt T YPe Weight Anl�-e of Equivalent Fluid Active ght Unit Cohesion Internal Farth Pressure (Pat) Weight (Psi Friction 21-1: 1V upslope ._.__�_ de rasa - _Nativc soils 130- 135 20Q -�._�__ - 11PISRf Co ed Flll 125 30 -3-- 40 __._ 100 --3- --- ---" _ Ponrly 126 --- 0 • 130 100 _ Comped Fill 16 Sn — 7312.3W Durham Rond - Portland,orugorl 97224 Tel(603)6vA-8149 Fax(601)590.8705 r1409/2003 16: 38 50--3228622.2 BLAKE AND DIICKLEE' uyr Fu!cuu.) 10.1u rAA oui :C'L4 r:fZ4 MINN CAKNEY I J004 012 Qg/26/2003 09:42 50219508705 GEOPACIFIC ENQ PAGE Al GEOPACIFIC ENGINEERING,INC. Project No, 03.8207 Frlokson Heights Rock Walla We also eneitWed the factor-of-safety against OVOrtuming and sliding for the uppermost wall that In supporting poorly compacted fill for the above-listed active earth pressure. The results of our attached analyses were rather consistently around a Factor-of-Safety of 1.4. CONCLUSIONS Based on our site observations, explorationE asmumptions, analyses, and findings,we conclude that. the existing geometry and rock wall construction on Lots 4, 6, and B, although less than a Factor-of- Safety of 1.6, Is 6ufficinnt such that they do not represent a hazard to the existing residences ur adjoining properties. The potential for failure with Factors of Safety of 1.4 is considered low. Natural storm events are considered incapable of saturating the entire slope and significantly rAduoing the global factor-of-safety to near 1.0. The homeowners should be aware that sevMrely uncontrolled and concentmiod runoff, leaking water pipes, or other souroes of potential localized slope saturation may reduce portions the upper wall factor-of safety to near 1.0 and could cause partial f6llure of the uppermost rockery wall. We have Included our list of items to consider for maintenance of hillside homesltes to aid the homeownem In safeguarding against such occurrences. Within the limitations of scope, schedule and budget, GeoPacific attempted to eye cute uur services in accordance with generally Accepted professlonfd principles and practice in the fields of geoter.rinical engineering And engineering geology of the time the report was prepared. sincerely, GEOPACIFIC ENOINEBRINO,INC. E0 PROF IFER Si � 14 X43 OREGON / ✓vq� P3, 19�A /r James D. Imhria, P,E., C.E.G. Princlpwl Ceotechnical Engineer Attachments. Figurnn 3 through 5 -Revised Cross Sections Global Slope Stability Analysis Upper Wall Stability Analysis Maintenance of Hillside Horriesltes Page 2 04/29/2003 16:39 5032286222 BLAKE AND DUCKLER 04/28/2009 18.11 FAX SOL 224 ,7Z! DUNN CARtrEY PAGE or, 64/29/2093 69:42 5035988706Laos%U1[ raEDPAc:IFIc ENG PAGE Ha i 7312 SW Durham Road 1��Portland, Oregeh 97224 Tel: (503)698.9445 CROSS SECTIONS C AND D Flevatlun (Foot Ahtt n Lev) 310 C sos :ono ExIslfng Orpds —300 269 Natural Grade ProMced InlsnedGrade --��_ 2PS 290- (Hanle-McMott2 to plan dated April 1 pons Property lin 290 Lot 3 _ 2x15 Elevation 310 D HOUAA p3tu 309 ��,.�7� Etisilng G,mpofent Boll Elevpyen '� 17� 305 (pr>;arrt Nand Pmbin 30U 9) 7_ F><lednv Grade �-..�_ Pmpoyerl Flnlshud Crede (}iarrlsMclulnn le plan —300 �Apfl, '`�-295 280 ?BU Lot 4 ---- �e� 10 SCALE 1—io' "Iarizon(al -Vert cnl Ua10: 0320M.1 �PUOIM.A Erickson .iei�hts Drawn by. F.jt TI©card, lregon Job No- 03-9207 `" ----- FIGURE 3 04/28/2003 16: 38 5032285222 BLAKE AND DUCYLER PACE 06 04/28/2003 16:11 FAX 503 224 7324 - , D[rNN CARM QOCR,012 04/28/2003 09:42 5035989705 GEOPACIFIC ENG PACS 45 808 r7312 SW QUrhem Road m.Portland, Oregon s72z4 CROSS SECTIONS E AND F Tel: (603)699-8446 Flevatlnn (Flat Above M9tj 379' � 6 310 30 `` 30S ErtivUng Dornpalen SoilEIovnUon ExlsUnq Grade 300 (From Hand Probing) 3U0 P-Pneed Finished Ornade (Herds-McMonagie pion 295 `}��datbd April 198 9) 295 Natural Grade 296 1510 Prmparty Lina Lot 6 Ravation (FOOL OCUB MAL? 305- r' Hou ` ErIs1�0 Crede ee ono ;cru _ Frepoxed.Flnlshed OMde -• 29 (HBrr(s-McMonagle pL*n dale_ d April 19p9) 29 Nelurel Grade 1�- -200 rr, -- 285 F'mperty L it n 2R0 - --- i Lot 8 - leo Q 10 9CAl,E 1"-10' !tori.>nnterl= Vertlr,�l pp19' Oar?7/03 ..� Drawl hr. r tl. ProJ�ct'Crickson NDlOhts 719iArd. orenon Job No 03-8207 FIGURE 6 J34/28/2003 16:38 50322a6222 BLAKE AND UI_ YLER PAGE 07 / 04/2B/2003 09:42 593548©705 (;COPAGIKJ.0 Et� 007/0 G PAGE 7312 SW Durham Road lifinNflifill Portland, oregon 97224 CROSS Tel: (603)508.8446 SECTIONS G AND H �lav:�linrr Wm whmm AdYI.) W) �� P-Posed Finl,h®d Grade. (r larrin•McMonagle pinn f; dated April 1422) Jon '105- ExlsOnlC:orr�palerll �Q�"'-----.,_ 809 FlwWlon(From Htnd � f 290 7� Mutiv l Crede 2'J') 1 7,80- P upo ty U-1 7tiU tit �_l9V�tlltn 14 e.t nbnvn�1'U) 300-N H' r'rvpoead Flnlshn G (Hal He•Momonnyle plan Etrlstl,l,p grad• dabbd Aped Igoe) House �r[ Mature)C+rada 28r) ' _prUcrf, Linn _LJU 10110 )It) � 1h SCALP 1'x'10' Dale' 03/271u3 Pf0Jecl'Frscknnn !•ictlghty in":FJL. Tlgnrd, Oregon .loh Nn: 03 A2C17 FIGURF 5 84/28/2003 16:313 5032286222 BLAKE AND DUCKLER PAGE a8 0068/012 P,4/28/2093 89:42 5r±1 rMS705 GEOPACIFIC ENG PACE 07 CJ ID V • O � 111 L. Q1 I._ r u II ca -IJ [l) ljj c7 IL r_ Cn 0 U H CD x U) o Q L,.. L) LO >G d (7 G.'7 �f ff; V Gt7E oLIe OOE OVE � � � ) S7Xd - .l 04/29/2003 19:50 5032286222 BLAKE AND DUCKLER PAGE 02 U4/Z6/ZUUJ 10'12 bAA.SUJ YY4_14L,a llU74N CAfWhY 10008/0 .2 04/28/2003 09142 5035968705 GEOPACZF10 ENG PAGE 8T • PCSTAW-9M Purdue University 1 APR --slope stability 8nalyais-- � ,U SinWlified J'anhu, SiUVlified Bishop (7aY OF 11ak� or Spencer's Method of Slices �E),; t��Nr. D7yi5(ON Input Vata Filenam-i: ariekG.inp Output vilel:amal erick6.aut Plotta& Output Filename: erick6.plt PROBLU DESCRIPTION Erickson XM19 Jtp Lot 6 BOUNDARY COORAIIV TES 7 10 'fop zoundarieo 12 Total Boundaries Boundary X-Left Y-Left X--Right Y-Right Soil Typo No. (ft) Ift) (:Ft) (ft) Sslow Sud 1 .00 286.00 1.4,00 28A.00 1 2 14.00 229,00 15.00 292.00 2 3 1.5.00 732,00 22.00 293.00 2 4 22,00 293.00 23.00 297.00 3 5 23.00 297.00 31..00 300.00 3 6 31.00 300.00 32.00 304.00 ; 7 32.00 304,00 36.50 305.00 8 36.50 305.00 37.50 307.00 3 9 37.50 307.00 47,00 307.00 3 10 47.00 307.00 517.00 901.00 2 11 22.00 293 .00 47.00 307.00 2 12 .14.00 288.00 97.00 198.00 1. ISCUTROPIC SOIL PAR.AmETERs 3 Type(s) of Soil. Soil Tokel Saturated Cohasi.on Frfation Pare Pressure P.iez. Tia Unit Wt. Unit wt. tntaxcept Angle Pressure Constant Surface No. (pcf) (pcf) (psf) (dea) Pa.ram. (put) No. 1 130.0 135.0 200.0 40.0 .00 .0 0 2 125.0 130.0 100.0 33.0 .00 _0 0 3 125.0 130.0 7.00.0 26.0 .00 .0 0 A Critical peiluxe Surface Searching Method, Using A Random Technique .For cenar.ating Circular surfaces, Has Seen Specif tea, 400 Trial Surfsoes Rave Been Genoratod, 200 SUrjladeg znitint4 Pr9a Each Of 2 Points Equally Spaced Along The Orot%hd Surface Between X a 14.00 ft. and X 22.00 ft. Batch Surface Texminates Meltween X 39.00 ft. and X . 50.00 ft. Unless rurther Litnirstiahs Were Imposed, The Minimum Elevation At Whift .A 9urfooe Exterift is Y ■285.00 It. 5.00 ft, bine SdMenhx Lefi3le Each Tried Failure Surface. Assr-riL.-AcnA NOV" $4411 IMP0eed tIPr.,u. The Angle Of Initiation. 04/29/2003 10:56 5032286222 BLAKE AND DJCKLER PAGE 03 uvcoicuuu ao:t� r V' L4.. UUnP1 (:Ali[��Y 19010/012 � 04/28/2008 09:42 5035988705 GEOPACIFIC EM PAGE 09 The Anglie Has been R8etricted SetWeen The Angles Of -30.0 And 25.0 deg. Following Are pisplayed The Ton k0>«: Critiaul 0L The Trial "ilure Burfacon 9ocanmined, Th First. ey Are Ordered - Most Critical ' * 38fetY P*Vtoxs Are Calculated By The Modified J'aabu Method Fa"Ure Qurgace ftecified By 6 Coordinate Points Point X-3%=t Y-Surf 1-10. (ft) (ft) 1 22.00 293.00 2 26.63 294.69 3 30.94 297.42 4 34.84 300.55 6 30.25 304-21 6 40.18 307 00 Individ al data on the 12 sliaa9 Water Water Tia Tia Earthquake Force Force Porce Porce Force Suroharge 911ce Width Weight Tap Bak Naim Tan Hor Ver Load No. Ft(m) Lbs(kg) Lbo(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbm(kg) Lbn(kg) Lbs (kg) 1 0 .0 .0 0 .0 .0 .0 ,0 2 1.0 124.3 _0 .0 .0 .0 .0 .0 .0 .0 3 3.6 1604.1 .0 .0 . 1 ' .0 .0 .0 4 .o 4.3 1626.0 .0 .0 _0 .0 .0 .0 5 .o 18.2 .0 .0 .0 .0 .0 .0 d 1.0 516.7 .0 .0 .0 .0 .0 .0 .0 7 1.4 916.0 .0 .0 .0 .0 .0 .0 .0 6 1.0 628.3 .0 .0 .0 .0 .0 .0 .a 0 9 1.7 699.5 .0 .0 .0 .0 .0 .0 a0 1.0 392.1 .0 .0 .0 .0 .e 11 .8 300.1 .0 .0 .0 .0 .0 .0 .0 12 1.9 337.4 .0 .0 .0 0 0 0 .0 04/29/2003 10:50 5032286222 BLAKE AND DUCKLER PAGE 04 _,ugizarYUV:f ,ta:iL VAA OUJ Z94 7324 DUNN CAWNEV 14011/012 WYU/28U 09.42 5035988705 GEQPACIFIC ENG PAGE 10 All values pw foa�o►Wsll Ail VOW"Oef foot of wall. Weight of Reck '- X74 4 p � 194 M%I Boal Hoanng- 474.4 pd c 1!)U0 pef OK COF1011enlrtrWj�n 0,5 TneRuerir,U. if,ala psf 0 PSI OK Pde8lvc,'fu4sur9 165 Pei r r 1' 60 11of Arm 4.5 ft' 3umhorge J ft a,. 0.376 11 Et r f Alrovvebl0 bt:urhog 1500 p91 ,9.rlvorarni,lu 1 , f.S �rvl,rturnlrlg 1 40 1.6 F 3 9k1ir19 1.5 r �•Slkllna - 1.39 1•6 rlyaer R 1 . 111 4 It I I1 1 fl 1.1 2.5 ft d1 1 ft / v 1 67 k U2 0,0.'!h 4 -�'�-�_, {��• .fbe1 Write,n 1 la '9_��d6 YCCS 11) ^ai''a}b ; I All vpiugg per for ML,r wall � • P , Jvonumin0 Mol'rwnr 17ro 0 Ibft • " _ fi t_ I- SIidirlp Ff"te 750.0 puurlds r - Y„th b !ertical Weryhl 14•0,7 p71ux1n � P i Re+a(�tlny hlcntarif 1T8d.d Ity11 01 Raolaung Nnalvo T100 pnunls �� a Raslstlnd slidalu 711.9 "rods fotwl`'iltlln0 Roalcrnnce 1Q41.9.Lxunds All Celnrlsllor,n am per,foo,of wall 0-.tlunlnp Moment_50prf•(711•+11t)^Q 12 +((60paf'o.0ft.•(7R.+1R.)-(7ft. 1 R.)/9)M8066.1 11). 9 544ing Foraa P aupor•(tft•+W)"A2 12+5010 o_5R.•(M.+18.)=1800.Opounds Vortical Waipht=134 pc?`($!t'(71t+'tft)-(71t+1 In•(u(14,29)*(?f(+1 R))-4716.1 pounds palating Marnrnt-41.18.7 II:-2.5 fl. 3 Ibft. Reeagting!Md1ng.0.9'41ir1.7 Ib 4;13811.3 potw011 Paacr.a P.ealstance=350prf•(ift.+•tR.)42/2 a h".0 pdurds Total Sltding Iteelstanne-700.0 lb 4-29;8.7 I9-103!,2 poUrMs e v(11917.1 IMP-5066.7 Ib-8)14719.7 Ib a 1.91t /VAd=5nI7"1ft-7.0dA2 , HS91 PtMtlsum=4716,7)b'?,U8"2'(4 (5 R+2-1 R.)I(l 3'(Ci k,*2't rt.)-e•1.5 f1•))`1 N1s 7 pef Toe Drnaauro=4710.7lb/7.08"2•(/••(6.1.462 R/(0 a 2.1 ft.))) •165,0 Dv( r s 0-i9mind•11.17,71"k/lanae 7 Ib-ft,a 2.35 F.9.S3019 3059 3 Ib 11900.0 Ib fe 1.r0 Batter An91n-arctan k/4)•1!10/F ■14,04 degrees 04/29/2003 18,50 5032286222 BLAKE AND DUCKLER PAGE 05 V9/L0r4UU_J Atd;1L_YAA DUJ XL4 1014 Dunn cAXNhl 11401.2/012 104/e 1VAIM-A 09:41 n035988705 GEor,WTFIC ENG r'AGF 11 43061"scific Engineering,Inc. 1312 SW Durham Rood Portland,Omgon 97224 •Tel(W, 3)996aA4s MAINTENAtNCS[tF HILLSIDE FiOMEWLS All hom©91'equire a certain level of maintOnanoe for Sjorleral unkevp and to preserve the overell Integrity of stnicturAs 9nrt land, tIII lsldn homersltaa requn'd some additional fnalnturlance baciause they ara sub*t to natural slope proceasAs,such as runoff, erosion,shallow soil sloughing,soil creep, perched groundwbtmr,Pito, If not properly contioliect, tnAen processe9 r,(►uld advar9A:y Rf(Pot Yuur Ur neighboring prnp©rds6, Although surface piorxese6 are Usually only tapable of cfallslnp mirhor domrngo, tf left unattended, they oould puea►hly lead to snore%erlous Instability prohlRum, rna primary gourcP,ji problem*on hillsideu is t,ncontrollAd r0l'tMe water runoff and blocked groundwater seepoge which can urndr3,setUratu and wAekan soil. Therefore, It Is Impor+.arit that di'ainagn and eronlon control fRatures be implemnnted on thu property, avid that thesv testuron be maintained In operative rondlrion(Unloss OungAd on the bAsig of quallfib(i prolostsinn91 AdvlCA). Ry erpploying glmpla pr6000lonn, you cern help properly maintain your hillside nite and avoid most putentirii prnhlr:rns. The fnllnwlnst is an sbbrnviAtad lint of common Do's and Don'ts renc;mrnendtrd fur maintaining hlliside homaaltos. 921ist I Make sura that root ruin drnine ares runr►ectFul in the strwit, loegl stomi drain systHm,or cranshnrmri via miclosed condufts Cor llne(i(jitciins to Buitablo dic.1varge peint:i owayfrorn structures and lmpruvwlfn nts In rn)case, should rain drnin weltevr h"dist hrtrgerf unto 4optoe or In yrs uncontrolled manner. FneMy dinripation ClAvlc vs sf uuld t)u employed Lit dInrInugn pcintfi to help prove3rnt erosion, f;hftrk your roof orairn5, gutturr.olid spoute to make sura thfvt thfay are clear. Roofs are vapnblr of produeinp a finhstentlaf ficw ref water. Blc(:ked(rotten►,OiC.,11011 cause water to pond fir run off In such in ww;r that ow,(vn or e+dvnrse oversaturation c)f soil car,occur a. Make sure that dralnago ditches and/or berms are kept char throughout tho rainy nr♦ason. If you notice that a nnlghtrr7r:4 dltchtas nm blocked such that water is directed unto your property or In An uncl:nticrlled manner, pnlltely Inform there of Vilro cnnditlon, 4 Locate and cheek all draln inlrts, otrkirits nna wrap holes from foundation footings, rcita►ning walla, driveways, etc, nn :, rAf olof hnsls. Clr,rn out any of these that haves becorne clogged with de►hriy. h. Mtc+h for wet spin oo the property. These may be caused by nomrtal srwWr;,ye or indicale a broken at lovikinti wator ur rf►wur lint, In E+Rltrer event, professional adlvlre rB11an;nnu Ilia problem should tie obtalned followed by corrective action, if riacossr3ry, h. Do malntaln the gmuncl mirface rsrVacertt to lined ditches so Ihflt rurfaese:water is collected In thn ditch. Writer shoulvt not be;illowed V,rollout Liehind or now rinde, the lining. govt's iia! 1. lin not change fix+Urarling or drainage ditcher; on the prnpnrty without prMesslonf;l advlr;rt. Yolr could adverrseiy falter the drvinegcs pattoti, across the slte ehd mw;v)urcvelon lir soll moverlionl 2. rip Will allow Water in pnnri ort the property. Such w8terwlll sfmp into the ginurxd causing unwf,vtted Ratuafif ,1 of soil. 3. Do riot allrw"ter to flow onto slope3 In on uncontrolled mender. Unre erosion or overeeturtstion oi;rurs, 68►na©e ran result quickly or without warning 4. Du nut let water pond r,gainst foundations, rateininp walls or basements. Sunh Wells are typically dealynfjd Fnr fully dralnred r-onditie�ns 5. Do not connect roof drainage to subsurfacfa disposal systema uniseti approved by a geotechnloal enginggr Q. Do nut Irrigate In nn immAsnnable or excessive manner. ReQUlarly nhWk Irrlgetlon systems fur locks Drip eystf+ms ere prefenmrt on hillsides. ELECTRICAL PERMIT CITY OF 11 "'ARD PERMIT#: ELC2003-00396 DATE ISSUED: 6130103 DEVELOPMENT SERVICES PARCEL: 2S110DA-04800 13125 SW Hall Blvd..Tiqard, OR 97'223 (503) 639-4171 SITE ADDF ESE,. 1ngv SW KABLE ST ZONING: R-3.5 SUBL'IVI` ION: ERICKSON HEIGHTS LOT : 009 JURISDICTION: TIG E;L(iCK: branch circuit for exterior outlets for landscape lighting. Project Descrip ion: Installation of(1) - _ __----- _MISCELIA_- NEOU3 _ RESIDENTIAL-UNIT TEMP SRVCIFEEDERS PUMP IRI RiGA1lON: F - "- 0 200 amp: 1000 SF OR LESS: 101 _ 400 amp: SIGNIOUT LINE LTG: EACH ADD'L 500S'�: SIGNgLIPANEL 401 - 600 amp: MINOR LABCL 110): LIMITED ENERGY: MANF HMI SVC/FDR: 601+amps 1000 volts: qp;)'L INSPECTIONS BRANCH CIRCUITS -- S_ERVICEIFEEDER __— PER INSPECTION: 0 2u0 amp: WISERVICE OR FEEDER: PER HOUR: 1st WIO SRVC OR FDR: IN PLANT. 201 - 400 amp: Eq ADD'L BRNCH CIRC: 401 - 600 amp: PLAN REVIEW SECTION 601 - 1000 amp: --- >=4 RES UNITS: — ---- > 600 VOLT NOMINAL: 1000+ amplvolt: CLASS AREAISPEC OCC:— --.__ Reconndct only: SVCIFUR>=225 AMP_S: ___ --------" Contractor: Owner: PARKIN ELECTRIC INC DIONNIE STORINO 14001 FIR STREET 10630 SW KABLE STREET OREGON CITY, OR 97045 TIGARD,OR 97224 Phone: 503-657-4959 Phone: 503-684-7224 Reg#: SUP 4241S _ I.I(' 35151 — —— —�- 1H 3440 FEESE�_�.--- - Date Amount Required Inspections_ Description -- -- t Ali ii1 $46.85 Rough-in j i I I'ItM1'] t L(::Perms $3.74 Elect'I Final AX J F°4,Statc Tax Total $50.59 If mrk All This permit will expire if work is riot started within 180 daysific IS,3u Center. T ose rules are set This Permit is issued subject to the regulationnds oo nsined in the Tigard Municipal Code,State of OR.Specialty CoOf des and all other applicable laws. week will be done In accordance with appro p the Oregon Uti y for n,�re than 180 days. ATTENTION. Oregon law requires you to follow rules adopted by forth In OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rule or direct questions to OUNiat(503)246-6699 or 1-800-3322 2344. Permil: Signature: - Issued 8 YV_ \ OWNER INSTALLATION ONLY _— The installation is being made on property I own which is not intended for sale, tease, or rent. bATE:_ OWNER'S SIGNATURE: CM TRACTOR INSTALLATION ONLY DATE: SIGNATURE OF SLIPR ELEC'N:LICENSE NO: Call 639-4175 by 7:00pm for an inspection the next business day 08/28/2003 10:59 FAX 5571059 PARKIN ELECTRIC Q02 FQROFFI�g USF tectrical Permit A D iication p�u;,ed E,ectncal fic�d� --- -- - Doe Permit No.: Planning Appruval Sign City of Tigard DAWJEIY Permit No. _ �- 13125 SW Hall Blvd. Plan Review Other Tigard Oregon 97223 Daleis : P rmitNo.: Post-Review land Use Phone 503-639"41'/; Fax' 503-598-1960 Dat eJA Cut NO; _ Internet: A-ww,ci.tigaTd.or us Contact N 5-e Page 2 for 24-hour Inspection RcgUeSl: 503-639-4175 N►nx/Method; Supli amental Informwicn. -- - TYYE:OFWOPK_ PLANREVIEW. Placeelikk•allIhataPplY) New construction 0 Demolition Service over 225 amps- Health-car!facility commercial Hazardous location Addition/alterationht'placelnent El Other-Service ovcr 3I amps or ❑Building, 10,000 square feet, G,�TE TORY OF':CONS U.CTION 18,2 family dwellings four or rtimt a residential units in ❑System over 600 volts nominal ons structs e 1 & 2-Family dwellin 7 Conlmercialf.ndustrial yuilding over three slorias feeders,-110 amps or more i Accesso Bulldln Multi-Family Occupant load over 99 persons Manrlfaelt red structures or RV pork Master Builder Other: ®cq►esL4t&hung plan Other_ Submit sets of plans with any or the above. JOB:SITE INFORMAT-ION�iud,L—/—�O-CaATION Tha above are not spplicsiblir to lent Crary cc nnruetioa Service... Job Site address: EE! ,(;HEDULE. Suiie _� Humber of ios eeli�ns er ermit allowed #: Bid ./A 1.#: Descrs tion QryIt Project Name: '<T Now residential-single or multi-rNmily per Cross StTe �irectio is to jnb sit SbY. �`7 � dwelling unit_Includes ulache4 garage. s( L.Al�`-�J - �' e��tL,[e�m (1�tea-off'-/ SDe0ry�o Incluudle ss ` d: - 145.15 4 1 91" /C Ze J(/tai Y+� h additional 00 .ft or Rion therwr 7 w _ Limited_Lnerjy,residential 75,00 2 Subdivision- I Lot#' --- Limited nk�_,awn re►identlal 2 Tax maP/Pucel M Each manur►ct reel home w modular dwelling 90-90 _ , _ "VESCrRIRUON,UF W.,ORK;. service uullor feeder Services or feeders-Installation, COLO L alteration or relocation: 60.30 2 • VI amps to 600 amps1 G•� Iam sD t0 1_000 amPRQOER'rY O.WNEFt TE1VAiV�_ I-M Quer 1000 amps or Vohs— 454.65 2 Name: %DQC o Rcconnectunl - 66.65 2 Address- n r►2 Temporary services or feeders•Installation, alteration,or relocation' 66.65 1 O t�f%/ t ��— 200 amps of leas 201 amps to 400 amps 100.30 2 Fholie: - ZZ Fax: 401 to 600 wraps - 1�3 7S 2 ON Appl,tj=A1�(7. CONTACT pER N Branch eirruits-new,altcration,or NaMC: _ estenrlon per paneL _ A Fee for bunch circuits with purchase of 2 Address: _ service or feeder f ecuch branch circuit 6.65 CIty�State/Zip:- — �— B.Fre ceor breech rfee, without h crus o = service or[ceder fa,[Inst br►nch etre sell 46.85 Phone: Fax: Fath additional breech circuit 6.65 2 -- Mise.(Service or feeder not included): E-Mail: _ --- --- Each puma or itntntion circle 53 40 1 Each si n r oodles li nn 33.40 Parkin Electric, Inc. 14001 Fir Street Oregon City,OR 97045 503-657-4958 fax: 557-1059 Sigrid circuit(it)or a limited enerp panel, alteratio$or exanaion Pa 1 = Contractors License N: 34-40 exp 10-01-03 ricscriptton. _ Supervisor 4241-5 exp. 10-01-04 -- Contractt rs Board Reg 9� 35151 exp. 10-12-04 additional ins fiction over the allowable in wl oathe above: Per inspeotiopper hour min I hour _ Metro 1f 2416 exp 11-01-03 Inveatiastion fee: Owner. Other: —--- - . ti.,.., E�ctrlcalPerailfF4e ? Supenrising electrician � � Subtotal_S st azure required: _ Plan Review (254,b of Permit Fee) 15 LiC.#: tate 5urchuge(Bs/e of Permit F mee) S Print Nae: _ _ T TOTAL PERMIT FEE S Authorized Notice. This permit■pplicetlon expires Ir a perm t is not o pined withln Authorized Date: Igo ds)s after it has been accepted a complete. Braonire: •Fes methodology set by Tri-County Building ins ustry Ser.lee Board. —` (Please print nanx) I:msts\P'ermit Fomtl\EIcPermiLAWdoc 01103 CITY OF TIC ARD 24-hour BUILDING Inspection tine: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171MST BUP Received -- -- Date Requested----_- _ ---- AM-- PM --_-_--- BUP — Location ___._. / 1r71i,-1�:----� 1[ _ - - —- -. _ Suite— /JG— MEC - - - - ----- Contact Person ___- _ Ph ( __�_) 1 � 5 -_ PLM Contractor _-_-- ------ Ph ( ) SWR -- BUILDING Tenant/Owner - _ --_— ELC � � Footing Foundation Access: ELC — Ftg Drain ELR Crawl Drain Slab Inspecti- , 40 s: SIT Post R Beare - Shear Anchors Ext Sheath/Shear r G Int Sheath/Shear _ Framing — - Insulation Drywall Nailing -- Firewall Fire Sprinkler — -- - ---- -- --- -- - Fire Alarm f/- Susp'd Ceiling - Roof Other - —. - -- -—- -- - - Final PASS_PART FAIL -- - --- ---- PLUMBIR Post&Beam Under Slab ---- Rough-In Water Service Sanitary Sewer Rain Drains Catch Basin/Manhole Storm Drain -- _-- - --- ---�.—__.-- -- Shower Pan Other. __�— ------ - -- -- --- -- __ _ -- -- Final '— PASS PART FAIL -^ -- --- l-- --- MECHANICAL Post i£ Beam Rough-In ----------- -- Gas Line Smoke Dampers ---------------- —___._ --- -- Final PASS PART FAIL - — —(SULTMAL Service --- -- -- --�— � — Rough-In — UG/Slab Low Voltage Fire Alarm L P SS ART FAIL _1 Reinspection fee of$---_ required befora next inspection. Pay at City Hall, 13125 SW Hall Blvd. SITE — [� Please call `a- reinspection RE: — �. Unable to inspect-no access Fire Supply Line ADA /' �"" r Approach/Sidewalk Date/ rJ� Ills Or _ Ext Uther: / / i Final DO NOT REMOVE this Inspection record fron► thO,job slite. `PASS PART FAIL