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12797 SW MORNINGSTAR DRIVE HO NVISONIN OW MS MU � 0 oc a 0 a. z oFZ � U) m r. a) J C%4 17,797 SW MOPNINGSTAF DR CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 UP Date Requested e �� 90193;u PM B Y, BLD _ --- - �. Location �• te MEC Contact Person \r�2 � _ Ph ,J��Q PLM — Contractor � � ) Ph SWR _ JILQIN¢ TenanVOwner ELG Retaining Wall ELR Footing AC Foundation s: L{/]� /� /� L FPS Fig Drain // �� /� N Crawl Drain Inspection Notes: SON Slab _ SIT Post 8 Beam ---- Ext Sheath/Shear Int Sheath/Shen, Framing Insulation /'� �4AIX r Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof 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 ELECTRICAL Service _ Rough In UGMab Low Voltage Fire Alarm _ i Final PASS PART FAIL ;i TE J Backtiii/Grading V " Sanitary Sewer Storm Drai• [ ]Reinspertion fee of$ required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ ]Please call for reinspuction RE: _ 1 1 Unable to Inspect-no access ADA G Approach/Sidewalk Date 7-- Z 3"�1'8 inspector Ext Other �.— Final PASS PART FAIL DO NOT REMOVE this Inspection record hon the job site. Page No. 1 CASE IIISIORY FOR CASE Nei.. MHT98 (1118 PALACE HOMES INC 12191 FW MORNINGSTAR DR 12/07/98 Action Description Reg/ Schd/ end/ Action Notes Diep By Update Upd Code sent Done Done Date By ....... ............... -------- . - -------- --------—--—— MSTA0'15 Application received / / / / 04/14/98 RECD OEO 04/15/98 OEO MSTA008 Permit Crated / / / / 04/15/90 DONE 090 04/15/98 OEO MSTAO1C Check for prcl. restrict. / / / / 04/1. DONE ORO 04/15/99 OEO MSTA01.2 Plane routed to Plans Examiner / / / / 04/15;9" PASS OEO 94/15/98 090 MSTA026 Plans approved by Pln Examiner / / / / 04/22/90 PASS RT 04/22/98 BT2 MSTA030 Reviewed plans routed to DSTB / / / / 04/22/98 PASS RT 04/22/98 BT2 MSTA031 PFT Post Review Completed / / / / 04/22/98 DONT B 04/22/99 BON MSTA090 (F) Ready to issue / / / / 04/22/90 Needs generdi'e CCA and plumber's CCB MEMO B 04/22/98 BON and plimbers license. MSTA092 (F) Issue combination permit / / / / (14/21/98 PASS JSD 04/27/98 JSD MSTA095 Inoue plumbing signature form / / / / 05/01/98 RECD JMT 05/01/98 IT MSTA097 Inoue electric signature form / / / / 05/05/98 RECD JMT 05/04/39 JT MSTA700 Erosion 844-8444 / / / / / i 04/15/98 OEO �1 MSTA707 Grading Inspection / / / / 07/Z1/98 18\ elope PASS PT 07/29/98 DOW MSTA705 Footing Inep / / / / 05/01/98 Not ready, contractee will reschedual FAIL WDJ 05/01/98 WDJ for monday am MSTA705 Footing Inep i / / / 05/04/98 Note: PASS WDJ 05/04/98 WDJ Builder has augered r feet deep 12" diameter holes at the following locations: 1. five at 5' o.c. nt the NE exterior garage wall 2. Three at the East corner of the house Each has two 05 rebar that are tied to footing rebar. MSTA706 Foundation Inep / / / / 05/11/98 Install poet brackets as shown. PASS VS 05/11/98 J•H a_ (� MSTA710 Poet/Beam Structural / / / / 05/19/98 Provide drainage to low point drain at 05/20/98 J•H interior footings. Located low point drain. Provide hangers at all floor joints. Under floor mechanical not installed at this time. W J MSTA710 Pcst/Beam Structural 05/2./98 / / 05/20/98 PARR KS 05/26/98 J•H MSTA111 Pont/Beam Mechanical / / / / 05/19/98 Net installed at this time, see ph FAIL, KS 05/20/98 J•H structural MSTA711 Post/Beam Mechanical 05/26/98 / / 05/20/98 PASS KS 05/26/98 J•H Page N0. S CASE HISTORY FOR CASE NO.! MS1"08 0118 PALACE HOMES INC 12797 SW MORNINGSTAR DA 12/07/98 Action Description Req/ Srhd/ End/ Action Notes Diep By Updat Upd Code sent Pone Dune Date By MSTA713 Crawl Drain/Backwater valve / / / / 05/13/98 Conditional approval! Unplug blockoute - PASS OS 05/15/9R DON 3-inch pipes that drain crawl areas to main low point drain. M1,717 pLl 6Werfloer / / / 05/19/98 PASS KS 05/22/98 .1•H 148TA720 Neehenical In" / / / / 07/15/98 #-1- installation incomplete DIS KS 07/15/98 KBS META120 Mechanical tnsp / / / / 07/16/98 PASS KS 07/36/98 J•H NSTA720 MsehWieal lnsp / / % / 07/21/98 N-1- adjust B vent at, furnace ( NOTE KS 07/21/98 KBS clearance wJII check at final MBTA720 Mechanical Insp / / / / 07/21/98 As noted on framing PASS KS 07/24/98 J•H MOTA722 Plumb Top Out / / / / 07/02/98 PASS MS 07/02/98 MRS �) MOTA723 Electrical service / / / / 07/14/^a PASS BRP 07/16/98 J•H MSTA724 Electrical Rough In / / / / 07/14/98 PASS BRP 07/16/98 J•H MSTA725 Framing Inep / / / / 06/25/98 No elect rough or plumbing Installed at FAIL KS 06/26/98 J•H Chis time. MSTA"25 Framing lnsp / / / / 07/15/98 M-1- no app plane on site DIB KS 07/15/98 KBS MSTA125 Framing romp / / / / 07/16/98 1. Strap each side of plate to alu lam FAIL K8 07/16/98 J•H at garage. 2. Add nailer to glu lam at garage. For attachment of joist hanger. 3. Positive connection glulam to post at dining room also at family room. 4. Support hips, valleys, ridge as shown. S. Support S-vent at horizontal section at attic. L 6. Extend exhaust ducts to roof jack if Ct routed to gave vent install boot and G seal. 7. Gas piping PT test - 15 psi for 15 r minutes (app) tag N 30478. 3 0 MS'1'A7-5 Fiaming Insp / / / / 07/21/98 APF KS n7/21/98 KBS 0 1- extend eave baffles above batt insulation line at master bedrom EMEN Page No. 3 CASE HISTORY FOR CASE NO. : MST98 0118 PALACE uOMES INC 12797 SW MORNINGSTAR DR 12/07/90 Ac'.ion Description Req/ Schd/ nn,!/ Action Notes Disp By Update Upd Coc a Sent Done Done. Date d., MSTA725 Framing Insp / / / / 07/21/98 R6-framing, Insulation i mechanical PASS K., 07/24/98 J•H approved as noted: 1. Extend batt insulation above attic insulation at master reception so not to block eave vent. 2. Adjust b-vent at furnace touching insulation. 3. Under floor not insulated at this time. MSTA7:6 Shear Wall Insp / / / / 06/23/98 1. Blocking above garage at shaded area FAIL KS 06/25/1' ,i•H not completed. Blocking needs to be • tight fitting against the floor joist and toe nailed. MSTA726 Shear Wall Insp / / / / 06/2.5/98 PASS KS 06/26/98 J•H MSTA728 Low Voltage / / / / / / 04/15/99 GF,O MSTA715 Gas Line Insp / / / / 07/16/98 Tag 304782 PASS KS 07/16/98 J•H MSTA740 Insulation Inap / / / / 07/21/98 M-1- under floor not insulated this time PART KS 07/21/98 KBS MSTA740 ?nsulation Insp / / / / 07/21/98 As noted on framing. PASS KS 07/24/98 J•H MSTA745 Gyp Board Inep / / / / / / N/A 09/18/99 J•H MSTA752 Rain drain Insp / / / / 05/13/98 PASS TLP 05/'4/98 DOW MSTA755 Rain drain Inep / / / / 05/13/98 See crawl drain. PASS G4 05/15/98 DOW MSTA760 water Line Inap / / / / 05/21/98 PASS TLP 05/21/98 J•H MSTA765 Appr/Sdwlk Inap / / / / 09/22/96 PASS MW 09/22/98 J"H MSTA770 Misc. Inspection / J / j 04/29/98 Consultation on digout. MTG Will 04/29/98 J'H MSTA790 Electrical Final / / / / 09/14/98 faulty g.f.c.i. receptacle in downstairs FAIL CD 09/14/98 CD hall bath - cable coiled up in front of house must be terminated or installed in Rj-box - permit required for security system, also low voltage wiring cannot be in name box as line voltage wiring MSTA790 Electrical Final / / / / 09/15/98 Re-entered an elec final .....hap PASS CD 09/17/98 DGW W MSTA795 Mechanical Final / / / / 09/18/98 See building final 9/18/98 FAIL WDJ 09/18/90 WDJ MSTA795 Mechanical Final. / / / / 09/22/98 PASS KS 09/23/98 J"H MSTA797 Plumb Final / / / / 09/15/99 1. No hot water, cnn't check H/C FAIL GS 09/16/99 J•H reversal. 2. Caulk fixtures. Page No. 4 CASE. HISTORY FOR CASE NO. MJT98-0118 PALACE HOMES 1NC 12797 EW MORNINGSTAR DR 12/07/98 Action Description Req/ 8chd/ End/ Action Notes Disp By Update Upd Code Hent. Done Done Data By MSTA797 Plumb Final / / / / 09/16/98 Family tub valve ham hot on the red side PASS 08 09/17/98 J"H (red-hot, blue-cold). MSTA799 Building Final / / / / 09/18/98 Final USA approved FAIL, WD,7 09/18/96 WW 1. Door to storage Area needs to be installed. 2. Install knobs on master bedroom agree@ windows. 3. necks are not finished. 4. Stepm and handraile between house and garage needs to he finished. 5. Sidewalk/approach has not been installed. 6. Remove insulation from b-venL in attic space. MSTA799 Building Final 09/23/98 / / 09/22/98 Items 03 4 N4 not completed (decks, FAIL K8 09/23/98 J•H handrail@, guardrails, etc.) MSTA799 Building Final 09/73/98 / / 09/23/98 No stairs at exterior deck at upper PASS KS 09/24/98 J•H level. MSTA960 (F) Issue Cert. of Occupancy / / / / 09/23/98 12/07/98 JT Q. a a c� w CITY OF TIGARD DEVELOPMENT SERVICES AWINUM 13125 SW Hall Blvd.,Trend,OR 91223(503)6394111 CERTIFICATE OF OCCUPANCY PERMIT N. . . . . . . a MST98 -01 l H DATE ISBUEDs 09/23/98 PARCEL.s 2SI04DD--08500 MITE ADDRESS. . . a 12797 SW MORNINGS'T'AR DR SUBDIVISION. . . . a MOUNTAIN HIGHLANDS NO. 3 ZONINGaR-4. 5 BLOCK. . . . . . . . . . a LOT. . . . . . . . . . . . . 1043 JURISDICTION=TIG CLASS OF WORK. aNEW TYPE OF USE. . . a SF TYPE OF CONSTR a 5N OCCUPANCY GRP. s R3 OCCUPANCY LOA4ac Remarks a MATH It No single fully dwIling M/attached garage. Owners CASCADE COMMUNITY PROPERTIES 13535 BE 145TH CLACKAMAS OR 97045 Phone Mn Gontrar_tors ________._._______.__—______.._M_ PALACE HOMES (SEE 125833) 1.2797 SW MORNINGSTAR DR TIGARD OR 9722: Phone On 521-.8305 Reg #. . t 001258 Thio Certificate grants ocut.rpancy of the above rwferencerl building or portion thereof and confirms that the bi.tilding has been insper_t:?d for compliance with the Statp of Oregon Specialty Cosies for the groi.ip, occupsney, and uae under which the referenced permit was issmed. SU I I_D I NG INSPECTOR IL/I NSP'ECT 9UPERV I E;OR r,o ST IN CONRP T(;UOUS PLACE 9 u a M CITY O F TI C A R D IYIA.9T(J: DEVELOPMENT SERVICES I)FRIII.T.1' 13125 SW Hall Blvd., Tigard,OR 97223 (503)6394171 1,(?'/'l/ !iw 1101:''1'1 I r0r%', I)R -.1,10101TOTIA IIFCJ[11.011W�') t,10. 13 ZC)NTN(j-. R 4.`.'j 1-11 M"K. (.0 1 . .. .. _ _ .. . .. .. .. _ :(%14::1 1,1CIA Remarks: PATH I- New single family dwelling m/attachpd garage. ---------- BUILDING -----------------------_ _- - RE --------------------- RE I SSUF STORIES.......: 2 FLOOR BASEWNI...: 0 %1 REQUIRED SETBACKS---- REQUIRED----- ------_- CLASS ----- Q-ASS OF WORK.i*Jv.l HEIGHT........: 25 FIRST....: 1214 sf GARAGE.....: 694 sf LEFT........... 26 ME DETECTRS: Y TYPE OF 0%.. FLOOR LOAD....: 4P SECOND...: 1377 sf FRONT.........: 20 PAWING WAIFS: 2 TYPE OF CONS 1. IWLI IN LIMITS: I FIKOW. HT- 0 sf RIGHT.........: 5 OCC(FWCY W.:R3 NW, 4 PATH.: 3 TOTAL------: MI sf VALUE.J: 185M RLAR..........: 48 pualm ---- SINKS.........: I WATER U-09ETS.: 3 MING I LAUNDRY TRAYS.: I RAIN DRAIN ft: 100 TRAPS.........: 9 LAVATORIES....: 5 DISHWASHERS—: I FLOOR DRAINS..: 0 SM LINT ft: I@@ SF RAIN WINS- I CATCH RAS91S..- 0 I1I8/SHMRq....- 3 GAM DI!3P...- I WATER HEATERS.: I WATER LINE ft. 199 KXFILW PREVKTR- I UKASE TRAPS..: I 9M. FIXTURES: 6 MF MNICA ------------ FU1I_ TYPES—-- FURS ( IRRK 0 ROIL/CM' ( 3HP: 0 VENT FANS.....: 4 CLOTHUS DRYERS- I GAS FURN ',=IW I UNIT HEATERS..- 0 HOODS.......... I OM UNITS...: 1 MAX INP.: 0 "'W FLOGR FURNACES: 8 VENTS.......... 0 NMTOVES....: I OAS (METS...- I --RESIDENTIAL UNIT— ---%RVI[TffEDFR--- - --TEMP W,/FFFDM.-- -BRANCH CI1Rn1IT9--- ----MT%. T.11ANFOr1-- -ADD'L IKKETTONS-- INA 91' OR ►_fss: 1 0* Poe Amp... A 0 PRO amp..: 0 WISK OR FDR_- I PIW/IRRIGATIO4- 0 PER IK`VCTION: P FA ADD'[ 'iJBST.: 5 M 400 amp..: 0 201 - 440 asp..: R 1st WIO SK/FDR: 0 SIGH/WT LIN LT- 0 PER HOUR....... A I IMITED FNIRPY.: 0 401 - FA amp..: 0 401 (A@ amp..: 9 FA ADDL DR C IR! 0 SIflWL/PANFL...: 0 IN PLANT......: 9 P" HM/SK"TT)R- 0 FAI - 1888 amp.: 0 6014 amps-Ing V.- 0 MIK3R LAK-1 -9- 0 10*4 amp/volt.: @ -________-------- (IAN RFVIEW SECTION --- Reconnect only.: 8 '-4 RES UNITS..: V, ")=r'r'5 A.: ) 60 V NUMINks CLS ARFA/9K, OM: ------- --- _ — FLECTRICA- Rf.qTRIUTFD FNERGY -- ----- A. 5F RF91DENTIAt R. COMAE 141 AUDIO A STEREO.; VAM SYSTUM..: A11DIO A STFRFO.: FIRE ALARM.....: IHTTRffM/PAGI"G. OLITIM LND9C LT: F41ffGlAR - ON- X POILF'k.......... HVAC...........: 1ANDSW/TRRIG.- PWffCTIVE SIM.: CMW WFHFR..: ctorx. .! IN9TRtWWATIOH- MFDICXt........... OTHR- 1AW........... DATAITELF ELM.: MRSE CALLS..... TOTAL 4 !:YSTM- 0 owwr- -------fA)ntTaCt0T.' TOTAL. FIFS:t 49FA70 M_A(T Wq INC PALACE KWS INC, This permit is subject to the regulations cimtainpd in the Iql5p SW PICKF WAY 1035P 9W Mys WAY Tigard Rinicipal rode, State of niv. qpKialty Codes And all 11641RD OR 97224 Tlr**D OR 97224 other applirable laws. All work will he done i-.-, ;wcvrdanc* with Apprm-ed pl;tn%. This permit will Pipire if work is Phnm N! W. -7W Phan #: 968-7980 not started within IM dayr, of issuanre, or if the work is Req #..: 981258 ewspProled for more than IN dayn. ATTMICH.- Drpqnn law requires yrxi to fnllfw rales adnpf*d by the Oregon Utility Hntifiratinp Center. Thnsp rvilF-, ATF set f0Ttfi in W W-881-MIR thTa0qh OAR 952-001 f". Yrmi may nbti-.n rnpip,; of these rules nT t= direct qiiPstinns to OW, by railing (903)(146-I987. _j RF(P)TRED INSPrCTTONS M Frnsinn 844-P444 Poc-t/Ppam "an Flprtriral Rprvi FireplAre Insp Rain drain Insp Mechanical Final Lu Firadinq Inspecti Crawl Drain/Rick FIPr+;'irA) R(Rkqh Gas Line lymp Water Lino Insp Plumb Final Footing Imp F1_M/UndPTf)00T Framing Irmp Gas Fireplace Water Service In %flding Final Fmindation Insp Mprhaniral Insp %Par Wall Insp Insulation Insp I)ppr/Sdwlk Insp Post/Beam Strutt rPljjMb Top Out tow Volt;kqf? Gyp Board Insp FlprtTicAl Final Tsi-;uc-idr"r,rnlittcap �')i Ell-I'Attt r .. .. .. +44-4-4-4-4-4-4-4-4++++# 1-+4..#-+A 4-0.4 4+4_4 4.4 4 # #+++++4 # f-4 4 4 # #--f+# 4-4-4-4 4 4 4- f-+:f..+..++++--+..+4+.4 CAIJ 639-4175 b 00 p.ni., fc)-v ;Ari :ii-isriection riF.-,PdPd ttie rif-xt busi.vipctT, day CITY OF TIGARD DEVELOPMENT SERVICES SF JER' (1C)NN1:::(A'1C)N A� a VIER11 1*1 13125 SW Hall Blvd.,77gord,OR 97223 (503)639-4171 SsWR98-00'7l W4 /91-A 00R(JA.-- PS1.041M-01-1500 1+16141.41ND5 NU413 Z( NINUI.- R -4.!.'-j Hl C)CK. . . .. . . . . . . I..0"F- . . . . . . . . . . .. . -.04.3 JURISDICA101,11 11C.'r ....-I I...................... ... .......... ...............1-...............I...................I............................ ............ 'J'F.'N0N'T' Nf)lvlf*:.. . . . . uVIOLACA.- HCMES :INC.; US0 1,10. F-IKU1,11-6. IJNYT-13� 0 ('LAS ) C)F WDRV. HE(A) DWE I.,L.I N(-j I.IN I T S. . I YPE C)F U1131- 51. N0. CW PUT 1. DT N(:)!:") I. K-iWR (11f)ERV fail IRF,0CF-. C)w-nc-?"rc .......... V101 OCA:." HOMES) TNt' t;y T) by (1,-%t, llp(.-vt; !-.)lj Wrly FIRM FIF)PM.. 00 JS 1) 0 4 /9 1.4 9 14- 3 0 11? AT I,V:;li, 4; ;3:`i,.00 J!33 0 04/F)7/':l(_1 9 8 0 r5i'..?C-4? 17101 1-4011ES, INC" 1035r'' !-')W FITCAS WAY C)R 972R.4 W: ',468-7980 $ 1235.00 TC.M)l Rr r ff.-- 001.258 RE00TU-1) INEWSUTIC)FIS This Applicant agrees to romply with all Vie rulF.H.5 and regulations 6f*w4�r 1'nqnr)F-,c-ti.r)n ...... of the Unified sewage Agency. !hp permit expires 180 days from . ........ the date issued. The total ammint paid will be faTfei'ted if the permit expires. The Agenry does not guarantee the arctirary of the side sewer laterals. If the sewer is int located at the mpa-mirram-tt given, the installer shall prospert 3 feet in all directions from the distance given. If Twit so loratpd, the installer shall purchase a "TAP and Wp Sewer" Permit: and the Agency will install a lateral. ATTMION: OTpqnn law requir" you to follow riole- adopted by %P f)rpqnn Utility Nntification Center. Those rules arp set forth in W 95P-09I-0010 thrfitign MR 135?-FWl4.WA. Yvi may obtain rnpirc; of the". rules Or dirprt qumtinns to OLWdhy cA.Iinq (903)?46-1987. c1-1 0 1:k I V P rj,, : , C __ . ..............-........... 9 f•++++++++++++•4•++ Call. 639-41.75) by 7-.00 r).m. for an i nslpQ4et i.can r)e(*(1e!i IJI" rif-mx-t- busillp,1-4 flay 4 4-4-4-+,#++++++++++++.4.4.4•+i 4-+4-+4.4-+++•f-+-,#-+4-++-+-+4-+4--+ +4-4-4-4 4+4 4-+-4-#-+4-4--+-4-4-++-+-4--f Plan Check# -NtIe CITY OF TJGARD Residential Building Permit Application Recd% 13125 SW HALL BLVD. New Construction Additions or Alterations Date Rac'd -/ TIGARD, OR 97223 Single Family Detached or Attached (Duplex) Date to P.E. V 503-639-4171 Date to DST -1 Z-�' F 503-684-7297V t6Y Permit# Print or Type V Called Incomplete or illegible applications will not be accepted >&,,Z c'� - ec-77 t cid,J Name of Project i it, �'I Name n 7ascaR/� Dt Job MOO A-�A.n rr � i /a�k-�S•'' ` Address Mailing_ Site Address, �- Architect ng Address r ity/St to Q(J�X 1.1�LPhone , Name Pc6acE N�mf�� _►�e . o s916 Owner Mailln Address N _ a - City/State Zip Ph ns Engineer Mail! dross A� 9']�l ' 98a F /cU - General Nameby State ZIp Phon J nM l«ted o� g7a (� a a D Contractor �Q(a Cp f 7Glll'( oes / cr;be work New Addition O Alterstion O Repair O MrilinQ Agqress to be done: Prior to permit I C'S Additional Description of Work: Issuance,a copy CRY/State Zip hone v G of all licenses 1(' l9f'IU or r ?2 aro required if Oregon Const.Cont.Board Exp,Date PROJECT expired in COT Lic.# ll �, VALUATION xsr ' database O� /� " y- ? Mechanical Name - NEW CONSTRICTION ONLY: _ Sub- %�)�f f 15 0�f `' l�^ ____ Sq. Ft. House: Sq. Ft. Garaqe Contractor Mailing Addressarm Prior to permit j c �► �°oc Cil 1. Corner Lot YES N Flag Lot YES NO, Issuance,a copy City/State , 1p Phone (check,one) (check one) O of all licenses (r5 5-S '((e Restricted udio/Stereo Burglar are required if Oreon Const. ont.Board Exp.Date expired in COT Lic.# r� Energy System Alarm _database J 3 + Installation Garage Door /' HVAC Plumbing Name .Opener M_ Systems Sub- l E n �a-�`i__(��k- ( (check all that Other: Contractor Mailing Address apply) z W11 the electrical subcontractor wire for all ll ' NO 9 ) ' restricted energy installations? _ Prior to permit City/State Zip Phon issuance,a copy nc�p,�� JC 21 'j y Has the Subdivision Plat recorded? N/A NO of all licenses are Oregon Const.Cont.Board Exp.Date _ required if Lic.# Reissue of MST#: Solar Compliance expired in COT /0�--�-�C (Calculation Attached) database Plumbing Lic.# Exp. Date I hearby acknowledge that I have read this application,that the -3q—") F 1 I information given is correct,that I am the owner or authorized Name — agent of the owner,and that plans submitted are in compliance Electrical (.LIC-(;CR E (feet(,c _T rc_�' with o o _ Si a f,nt Date Sub- Mailing Address —W _ _ Contractor Iy5 �� Std C �►af(-)ori/I /A- >� t c tact P rso No �A hone# City/State Zip Phone l ieQ Prior to permit �� s ` �T 1 Z � 7�� FOR OFFICE US NLY: _ Issuance.a cape k reg f Plat - ?� Map/TL or all licenses are Oregon Const.Cont.Board Exp. Date � 51 required if Lic.# /�/ r� /Y / Q expired in COT `'7`>i !S (Q kG 0 SgtDPcks: Solar: v database Electrical Lic.# Exp. Date _ gineerinp Approval: lanning A at: TIF: v I:SFREM.DOC (DST) 4/97 08 Apr 13 16:49:46 R%LT\LT43MH3.dwg MRR J0*77 2258AA r BY PAI ACE HOM"S PH 968-7980 300 PG 514.82?0 '14 % CITY OF TIGARD MOUNTAIN HIGHLANDS NO 3 LOT 43 19\ ' + \ ZONE P4.:r \A 310 12.M1 SO, f7.) NOTE, LOT EXEMPT FROM SOLAR \ CODE DUE To THE STREET ,p EL73C11'.8 f AIN Fl. x 'A EL. A A zp, WATER GARAGE W me TFIR E -4114.0' o' .3� S.W. --------- - MORNINGSTAR DRIVE �92 05" 46' 5' 39'-1 05/15/97 MRR 0V 04/13/98 MRR ALAN MASCORD DESIGN ASSOCIATES.MC. IS 40TLAW FOR TM ACCURACY Of THE VIPOORAPH mwopwriox If a rNE SOLE WERFY S (oq ALL OF THE lUtW TO Ole—, ALL lITE CONDITIONS.INCLUDING ANY FILL PLACED ON THE BITE AND WON O*VRS OF ANY POTENTIAL FIELD MODIFICATIONS A L A n tl A f ( 0 P D D t f 10 n A f f 0 A T 1305 N.W. 18TH AVENUE, PORTLAND, OREGON 97209 1503) 225.8161 S C A L E t 2 0 0 '7 t ... ' ,...r� _ a r l s o n Testing, Inc. Cbnstnxtlon Irlspectton Related Te! Geotechnical Consulti PC. Box 23814 February 18, 1997 r98rd. OrOgon 97281 Phone(503)884-3460 FAX(503)684.0954 CTI JOB N0. 96-6422 Cascade Communities, Inc. 13535 SE 145th Avenue Clackamas, OR 97015 FINAL REPORT OF EARTHWORK OBSERVATION AND TESTING MOUNTAIN HIGHLANDS iil TIGARD, OREGON Reference: MORNINGSTAR PROJECT, SOILS AND GRADING REPORT, Oakley Engineering,Inc., April 28, 1994, Carlson Testing Inc. (CTI), has conducted alt-call inspection services for the earthwork at the above residential development. This final letter briefly summarizes our observations and testing during construction, and the as soil conditions to the best of our knowledge. This letter also provides recommendations for foundation design and soil guidelines duri construction of the single-family homes. ng SITE PREPARATION AND FILL PLACEMENT Based on our visual observations and our density test results, after stripping topsoil, engineered fill using on-site soil was moisture-conditioned and plceon t hetation followand ing areas to a maximum depth of approximately 15 feet: Lots 42 to 49 Based on the in-place soil density results and our visual observations, it is our opinion that the engineered fill on the above lots was generally placed in conformance with the standards of the City of Tigard. _ Lots 26 to 41 and 50 to 52 are cut lots or lots left neer natural grade. The backfill placed in the sanitary sewer easement between Lots 46 and 47 and to the laterals was not compacted and has settled more than one foot. STRIPPINGS AND/OR EXCESS FILL Based on our observations, it appears that most of the topsoil strippings and other unsuitable fill material was removed from the site. The strippings were stockpiled very high on Lots 47 through 51 before they were apparently removed. During our site visit on 2-14-97 it was approximately 12 inches of trench spoils and strippings were spread across the fronts of Lots 42 to 52. There is a 2 ,o 3 foot high debris pile on the front of Lot 33 in the northwest corner. CTI 96-6022 Pape 2 of 4 SLOPE STA131LITY The original geotechnical investigation for this project was performed by others. CTI engineers observed the base of the fill placed along Lot boundaries 43/44 and 44/45 which included subdrains and were started with quarry run fill material before any soil fill was placed. The subdrains are flowing presently and these fills have performed well this winter compared to nearby natural slopes. We also observed the recent slope repairs on Lots 43, 46 and between Lots 28 and 29. More recently a new failure, initir*ed by excessive uphill storm runoff has occurred just east of Lot 29. Generally, the slopes near the creek become less stable up-canyon or in the southerly direction. We do not anticipate any stability concerns on Lots 47 through 52. Lots 31 through 34 have fill placed during previous phases and some thin dumped fill by builders; shallow slope creep was noted on Lots 31 and 34. Lots 30 and 355 through 41 will likely require carts to construct future homes. We recommend that these cuts be made In th'd summertime to minimize the potential for adversely affecting existing residences above; any cut exceeding 8 feet in depth should be observed by a geotechnical engineer during excavation. The following Lots should definitely require a lot-by-lot geotechnical review: Lots 26-29 and 42 through 46 We anticipate that Lots 26,and 27,maybe founded on spread foundations, with some special considerations. These lots would be more stable with daylight basement homes. Lot 29 may likely be founded on spread fournistions with a proper setback from the east slope recent failure occurred. Lots 28,and 42 through 46, are more steeply s where a steep slopes that have a moderate to high p y �or are very near require deep foundations or horizontal anchors to improve of failing in the future; these lots may prove stability or they may be founded on spread foundations, subject to a geotechnical engineer's review. HOUSE EXCAVATION GUIDELINES We anticipate deeper than typical foundation excavation depths on most of the lots due to the sloping nature of the site. If excavated material is spread around the lot and Is expected to support appurtenant structures such as deck footings and sidewalks, It should be placed, compacted, and tested as engineered fill. Under no circumstances should nonengineered fill be placed without observation over ground sloping steeper than 20 percent,or on fiat ground more than 3 feet deep. CTI 96-6022 Page 3 of 4 STANDARD FOUNDATION RECOMMENDATIONS The proposed residential buildings on simple, relatively flat lots, will likely be founded on shallow spread footings bearing on competent native soils or engineered fill. Spread footing design and construction should generally conform to Chapter 4 of the CABO One and Two Family Dwelling Code (CABO), excerpt where we specifically recommend otherwise. For protection against frost heave, spread footings on nonexpansive soils should have a minimum embedment depth of 12 inches for exterior grades or, level ground. The recommended nninimum widths for continuous wall footings are tabulated below: Minimum Width for No. of Stories Continuous Footing (floors supported) (in) 1-story 12 2-story 15 3-story 18 We anticipate that the allowable bearing pressure can be taken as 1,500 lb/ft: for footings bearing on competent native subsoils or engineered fill to a maximum of 15 kips for column footings. Fir heavier column bads and mx!orxly chim a Soil Engineer should be cS� u_Ited. The coefficient of friction between on-site soil a poured-in-place concre a may r be taken as 0.40. The maximum anticipated total and differential footing movements (generally from soil expansion and/or settlement)are 1 inch and U inch over a span of 20 feet, respectively.d ca m c� W J I CTI 96-6022 Page 4 of 4 CLOSING AND LIMITATIONS Our reports pertain to the materials tested/inspected only. This lett2r should be made availat�l to each builder in the development: however. Information contained herein is not to be reproducedexcept in full, without prior authorization from this office, This letter should not be construed to relieve or lessen the responsibility of the contractor or owner s site representative for this site work, but is provided for the minimum required governmental assurance. Our support was given on an as-needed basis as requested. If conditions are encountered during foundation excavation which differ from this report, then the developer(Cascade Communities,Inc.), the contractor (Clearwater Construction),. and CTI should be allowed to review the condition before corrective actions are taken. Corrective work performed by the builder without notifying the above parties will be interpreted as an acceptance of the conditions encountered. Respectfully submitted, CARLSON TESTING, INC. GINEER s o s, 14T43 OREGON ✓,��523. Me 0. 1 James D. Imbrie, P.E. a Geotechnical Engineer o� N JLK mAttachments: Summary eport of in-place soil density tests Wcc: City of Tigard Clearwater Construction Company