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9485 SW WASHINGTON SQUARE l 9485 SW Washingtcn Street 1S1 2BA 140 Lot 8 Blk 5 Leahy Hgts residence 60632 3/,sJ/66 ro 1 WASHINGTON COUNTY _ 60632 DEPARTMENT OF LAND USE AND TRANSPORTATION PER-MIT NUMBER LAND DEVELOPMENT :,ERVICES DIVISION 150 NORTH FIRST AVE. HILLSBORO, OREGON 97124 BUILDING PERMIT P.E.NEO RYA_ ,; s�47 7k ; APPLICATION TYPE CON`51. f, _ -- DEV.DIS1. A ^".a—,..-- APPLICANT TO COMPLETE MIN.YD. F I. S � P /Q // OVERHANG _5". . / '- `� W , WAEsf'IN.107ot4 i.:. PR 8` I ni1 P.C. v I ' M:.: ill 2M-_ 1U_EkACiS -.-6,,,-. 7 SiRl1C ____ .. LEAHY HEIGHTS N ; ON BGI01 --- "Til. -- SANITATION . DAVE. C IM M e'T'TC) 44 p� `DEv. o11PL. 5 w MuRR.y RD F'NAL INSF_ C>a i-!Y•Jl fierLN_whi I /11461:. . __4,46 32S 7 , A , . r i __ h1P — Lt t- - - ------ --- ?r p ?l1, P C. — SAWIe - h DESCRIPTION OF WORK --- --- giNfw nAi` ' ,mi.,, — _ ''' rFEE VALUATION _ Q�o :TEV FEE N: H.E'i;MnM,.3 Nr. 6A1.4RirOM' ZVZh`. FAM I11E_ I !-.0 jiiimil ;1 'A) ' 4 n 'A �_ -_ - _-. __J •INSPE: OHS G48 876 I (AFTER(4:20 840-3581) i f WASHINGTON COUNTY - BUILDING DIVISION - INSPECTION CARD - I _. Gas a - -- y 5 cv►s-� 1 Address — — —' 7 Called By — — ..__Owner— �t4. - Pidg • (1 31—_ Bu!'ginQ___ Restd._ Can't MIscel1aneous Plumbing Resid Com'1 Hatt mobile home ground rain drat^ ti APPROVED .. Dost/beam wood stove we1I -r °..i-al 1 aRRppruach/ post/beam storm ewer ^tl in frame Ghiveway solars tlmtrlc.l top-out final 90iaInq slab 2 i`n_su-l; Final gas test � /� — NOT APPROVED • , 7 6/) A) „..-.. i_____)2iA__Ir( 1-1r1,4-4_ , ' _-.179.4,1".. •__,/e.4.- -11___A-4.-14-4.-lg____&Y-S114./..s___ ___ INSPECTED BY — `_ '�, ��_.._. . — .__DATE 'bit "4-1-- F 5•271 .1.4" ) fl.,.. WASHINGTON COUNTY BUILDING/PLUMBING INSPECTION CARD Department of Land Use & Transpor•taioo 648-8761/8:00a.m. to 4:30p.m. 640-3561/4:COp.m. to 8:00a.m. Gas a �1 .� 1 Address _. , r p l 9 A (�'i. 575 S W t !4 _ -- ---- --- Owner -------- — ---- Bldg / , ' 3 L ._ Called By plumbing Rtid. _ :.";n'1 Miscellaneous 9 e APPROVED bsti 1 ]—.— Resit!. Com'a rain drain nail mobile ho+no ground ftg Dost/beam �„ rnya�_!1 wood stove Dost/beam storm sewer �o [Igor, ,� I fdn /Brame ,olar t1. tr tt Final slat 1 sul Final gas test top-out (-j NOT APPROVED .t -- ----DATE/_? I- r‘ INSPECTED BY —__ � WASHINGTON COUNTY - BUILDING DIVISION - INSPECTION CAk1 bas a — � � f� / D1Gg ►_ Address _ELI Sl�_4LfY"" M°i Y.''� _. _Owner ----. . ..Ilse -- B l d, d� _ _ Called By - Plumbing Res1d._.--- Com'1 Miscellaneous APPROVED WlldinQ _ Resfd Goia'1 ile h rain drain nail mobile home ground ftg { wood st-vo �'""bl"a apRpproach/ post/Deem storm sewer tlKtrical CI" game BrivewIy solar Final bag ions op out 10 NOT APMOrN instil Final gas test slab —-- I ) =--`�- -- - _� - — _-___ _._. — —lINSPEC."FD or JO` t \ --- _— _DAYEJL- 2, :t.' ... WASHINGTON COUNTY BUILDING/PLUMBING INSPECTION CARD Department of Land Use & Transportaion — 648-8761/8:00a.m. to 4:30p.m. 640-3561/4:OUp.m. to 8:00a.m. Address 7 '! d' C. 3L_S.i Z,(J.a 5 l/t-� /d„�' -._- Called By Owner _---- ----_ Bldg # _ _ Building 41;10Com'l Miscellaneous Plumbing Resid. Com 1 nail mobile home ground rain �3rain _IAPPAOVED fig post -am wood stovesuet.i to Mc' post/hPam storm sewer iTuR; fdn ame solar El• i, • w„ . too-nut Final slab insul Final gad test r 1110T APPROVED J L- =-3:2'-'1 -',12•14-4......—.__. INSPECTED BY _ _L t t., - DATE / -7- l Jit ,.,+, k ,,/... r y Aly WASHINGTON COUNTY BUILDING/PLUMBING INSPECTION CARD — Department of Land Use & Transportaion 648-8761/8:OOa.rr,. to 4:30p.m. 640-3561/4:OOp.m. to 8:00a.m. Gas M Address (/ i J14 >l/ ti,) 4r_. L/S#1/ /iJY7 r 1 S_l -- f— — - / Galled By 1/C)ie�1` Owner— --- ---- B1.q A N !wilding ResidCom'1 _ MIsc.e!ianeous Plumt,ing Res td._ CNA'1 .,.f Ing post beam �° . mobile home ground rain drain JUQAPP OVER wood stove post/team stor,n sewer ((��ei'ui1M-i fdn frame solar Electrical top-out Final M,lidtna L__ slab insul Final gas test NOT APPROVED --- egall'it-----CfV" C.11.-7 13e: __------- -.-- _-_-_----- - -- INSPECTED !r DATEV%.____IZ.A4 WASHINGTON COUNTY INSFECTION CARD0 //� DEPARTMENT OF LAND USE AND TRLNSPORTAMN PEIMRT NO. (�2 �`' FOR INSP'f_L I IONS LA-1 1,411-3661, 24 NOO• .3�/y�- FOR INfORMATION f,ALL: 640-3470 DATE 1 �+ �y I I `, I ADDRESS _ 4. 0 •i.1 � / Zst Z-':1- C t 2.t L PE RMI TEE 4 �m 1-714-7-tr.-- DI REC1 IONS .7 -7-DIREC1IONS ---- ___ PHONE NO. t INSPECTIONS. %iSTRUCT OPLUMR 0'1E LH 0 ELECT -.-._ 'L t--sr.- -- CALLLED IN BY_..�-. - '- deammiminemmosialmml t. APPROVED. 1I..4. - -11- „?7.4-(� e REO STEO N4SPEC nON APPROVED VER HOWENUT E: / t � s"+ ��- `� NOT APPROVER ' i `,~..1 � `'''� CJREPAI11 OR REPLACE AND RE-INSPECT: a.�« STOP WORK twits. �s t ,}1 *.r.., 12 " "44-0 rib_ I-o INSPECTOR_--- -` 'c -- ���...-,.. 2./.7._-.,--4_,___.. .11.111116, (17P/ hriz\t/ __ ENGINEER* • CC STRUCTION MANAGERS October 29, 1985 Bob McAlpine 1225 NW Murray No. 104 Portland, Oregon 97229 REF: Residence Lot 8 - Blks - Leahy Heights, Washington County Attn: Bob McAlpine Subject: Revise Footing Sizes Dear Mr. McAlpine: Enclosed are the calculations and typical footing design details for the above referenced project. Based on the in-place soil density tests and type of material noted the allowable soil capacity used must not exceed 1500 p.s.f. . This is in conformance with the U.B.C. Code. All areas to receive footings shall be machine compacted. If there are any questions let me know. Sincerely, ECM INCORPORATED Carl V. Rossetti , F'.E . CVR:rw Encl . SUITE 110 BELVEDERE PARK cern N F RAY (IRC' F • Nn 1 •;NC)R(` OnFrny•' n't'A 1 1.1111111111.. ECM INCORPORATED , • Z 59. k'CNE Ray Cock. '""•" Nil t,Nr..-)Po ow 6,1N 97124 it, 1:, 1 (503) 64136814 648 9098 0. Nr,LiE-- _ - - -- - -- - - CO - $LIc$ 1 L P'-;`! .:_. E- (.:.- -TS IkJ - pLkcE ...7.61 L. nEI.js�TY TESTS ,�a 3E ,j,, � "j ir.:.sT I I z I, Z rfo Cer I2 G.T i +, ,• CiL7`f C6 AY4. CR �HCD Ro. it- )1 , C. - Z _ tJc . ZcI - � = 15.:o p G , ;. erp.IzilJc, a 04'1••% A '' I SV I 1 F- (i L A 7E ..' ; N::.- EIrric ,WaT . 2 *7 :::NECIC. '."4-i"? N L ?Elm FccT' eL r ----- ------ FL af,I7- L . 4© s,- . 1 i'-\ 2- la/-1 PVI% 0( 1I fr/I jGC: `T1.--.10 L � � & I ` ,F, / IST *L11-. • : rZ d-/, F.1 N ` 1,61 I� �;, t, 2i .7z 1,: q 2 ';..;j 4 . !N' r1 K., I) 01 3 • •• Fi UJ - 1 1•4 'v` -, IS v..‘4, 1 . • 4- 1 rL = y. 'C, 4C . UJF,LL. IL - r ' ( 7 ✓.A. I4G0 ECM INCOFPORATED "• 59.0 N E Ray Grricoi,,.,^ ` �• L Hit t SE:,PO °Pi GO'. 9'1 (503) 648.6871 648 9898 c•Lc•,.•••:111• °•" C.it C.rD•- 0•r. . II'„1 - -- CI-+ E C CE P:::.5 r C'rra.-, �:G . Pt- 4 x e s o _ ► (,.,per Apti Q 11-) = rlCi IA 1,:a x I C.c2 C11 1 DU ! ' G 7 .". F. D z A/ 76 -4 _ V1 c7/ 7 --- -- �- ( w / ] — 1 1 �7 rr �1 ' ' r II 4II c-i • I 6,-1- ••• 1' 1v.% �i// Fo T z M S i_ _ r HN ►N r_T FT - . z 2N v 0 1_ —17_ Ti-- Czla., IJAL. 1'- IU" $ xIL!Oli ic ' • • N „ g" / 1�I p v 2-(,'' '?'c° )( 12 �\k t -.-_--41 ____,..1 ,, -- ., I # I N \ WAIL ,�ECTIOI) E4,, ;PAcrp___ - - II__J \ tel-I ., Ste. •, LEC-rlv, .,) / l )1 r________ N rt„ „„ ,r( lrul( • 1. yah i Pave Emmett l.ot SW 95th and SW Washington December 1?, 14h4 John McDonald Engineering • • • Y.V il•� X'. 1 • Construction I,iiP*.t.ew 8 Related Tett. • Carlson Testing, Inc. 111• P U Bo. 21814 i,p.n U.tgon 97223 Phon• 15031U 684-3,160 REPORT O F MOISTURE - DENSITY RELATIONSHIP OF SOIL Septembera830, 3)85 NCP-Por : Dave k}TTnett Co. Project Lot @ S.W. 95th & Washington Location On-Site — -- _. seep 1 e _.Brown Sand•, Silt — -- Myth ,A of Test AA.S}I'ID T-99 Me!h.xl "c_•• MOISTURE - DENSITY RELA' IONSHIP CURVE ,-.,4.'_9.,1 . . . . . . , . . .._ . : . .yam . . 4 . ..-.. st" ,,..,;. . . f . . . . . . . . t.) . t 1. . ; . . CD Z • ' SS W :1 410::•=U a F :r 7 + • N . . . . . . . . . 11 . . . { • . , . . . . . . MOISTURE CONTENT % H . lba . `cu . ft . Opt hour Moisture __ mei On Omnel tr , to41 ,„ ,i,; I I ‘.1 N. INC I I (onftruertnn!wet-non R Related lrft% Carlson Testing, Tnc. -. PO Bos 23814 Tigard Oregon 97223 Phone1503)6$4-3460 � CP-2485 MO o + ' REPORT r°- IN-PLACE SOIL DENSITY TESTS k 1. : client Dave Fbrnett Co. - 95th & Washin Prol.ct Lot S W gt — — Mixture of BrtT in Silty Clay & Crushed Rock ____— --- yo 1 �esenp+ on Nuclear 3411-B /� 13.(' ; M.tl+od o4 Tes+ ---- Mon Dry o.n.ity 113.3 Ib•.i'c.. ft 01:0NnuT Moisture / Ile IN•�L•C. Jt Nf1Y• 1IrV JII af.iNt (\•f /C• If 1 :•r••(•i•• ef,r •, .n. TCST LOCATION I' •0 f r i. .rfr iO 18.3 12g. 108.8 96.0 9_2h 1 Left Front at surtare of Fill III 18.3 120.9 102.2 90.2 9-26 2 Ri ht Front at Surfacx of Fill. 9-26 3 Center Back at Surface of Fill 18.3 125.6 106.2 93•7 all —___.----- 1 - ____—_-----_ _.—I am ..---._ OM I ----- I lia 1 stand in n Wasl+ington Street looking at site. Remork+ Directions based on observed -- - . -- ',° // r CAPLS.)N TESTING INC 1rl� I DRVE Ernnc :� r i Co . „toys- 3.; b7 i c r S 81.0 c,' 5 , L E A A i NEiGN 7 S WAS4l/ 7oA) (OU,vrr oil ,c.5 Ste) wcSA ; ,-,.. .-1:,, S I J C / 64 TL ) #0 Y fN jG 1 .Yti1- --------7—- � 4s ' ) NJ / I/%I/W// or A 0 -(-"rf�fci b4RcLai `,J� — - — --- 94 f - eilitN 747V- JI / 1,, I /3Zz . _ ' l I s ______"1 :—12/ --I ! I I , MMEMENEMMIMMIMPIIMINNEMJt i ' __ . ' E_ 4 ENGINEERS • CONSTRUCTION MANAGERS October 29, 1985 , Bob McAlpine 1225 NW Murray No. 104 Portland, Oregon 977'29 REF: Residence Lot 8 - Blks - Leahy Heights, Washington County Attn: Bcb McAlpine Subject: Revise Footing Sizes Dear Mr. McAlpine: Enclosed are the calculations and typical footing design details for the above re`erenced project. Ba:.ed on the n-place soil density tests and type of material noted the allowable soil capar.ity used must not ext.eed 1500 p.s.f. . This is n conformaoce with the U.S.C. Code. All areas to receive footings shall be machire comp.ctel. -- _____________ If there are an questions let ree know. Sincerely, ECM INCLRPORATED , Carl V. Rossetti , F .E. CVR:rw frt 1 . SUITE .10 BELVEDERE PARK 59'O NF RAN' ('IRCI F • HII I SRftArl ilRFrI 'N Q7124 1 CM INCORPORATED Z o• Z 59.'0 N E Ray C r( ( {«!!•.c • NIil56ORO @RFGO! 97124 c•tc, ,.•. {, c..• (SOa)645.6874 545-9898 c••• C.•!C�!D{.- {G�t! I Ch r c '` ` r r L'r:�s!si ' -"re... . i _ _— p` 4 x t; / :o a I G.,^r A ,2„_-,‘0 -...., P/,, ,,,....„_ IIG 7 f;' F. G VA/ 78'4 - /1 . C'77:7- ^=1. I i I I . i . r7 r Ver 14 cli`�IiE+?r 111 wA ---------...------------ L., __-fi s--- Fo:.T ►"i S - 1 2 iN RiT FTG _ 1 `( X(iv WHI..(- ..] ... _...T\I• ,� ' V IN i — �t 8" e'' I i -l>atcc 2-r XZ-c, X I� � 4... i 'T'/P - E4 ` D �cctlc: —\...... ..2.....1 Li,-- P ECT � c ..''-- ECM INCORPORATED 'o• 1 - 5970 N E Ray Ca•c c ..tI•" f •4 HIES SHJRO ORE GOw 97124 / �n --.. - t (503) 645-6574 645 9$911 p.Tf -:- CINC•10.• cp. LC7a - PLlcs L_4.— 'i t.;EG^ •TS IC- PL te.0 E =61 L. rico.: I Ty 'TCs T S �,�~�.�G E�4403 'y- II z q�• Z, `7o Cona�+�t�cU TI I ?� c3 , 770 •1 • ,, ,. �VF 0�q . � I ' R )rE 2^u)IJ CIL-r`f CL ay c Cr ;;.- cc i<cc +,... 'J, 3 , C. 7FeLe. tJc . ZcI- i3 T , .E. (_!l...I7.. ,I., c. ' ' A-7 t; L ATE,1A V --'1.4ecic. Pic.flit-+ ITE► Fc_TILZ. T FL IZ L P rL s /.1 "Tt•- tra L , !,B I - ,F. 2 = � Za t4• 1ST ‘-11.. • ; � ,k/- r.-rH ' I'615•F/!Z I = 21 ,7Z bv. / ,; F = Z'Z vtii- rc 4.s-)(Q Z� Z1 ! r , I it 0 r- -Tv UJ = 1' 10 M els/ re . 2_ _ i6 ? ,. 1 -r ,' L j = I ' 1 -7 ,_ E !,-t! 1