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16540 SW COPPER CREEK DRIVE 1 a, U) X' n O b b m H n H m m r d H 16540 SW COPPER CREEK DRIVE � it I *7,4 u:.:C+`..t11 �•I y, h• ' ~_.•..r+..R'f�7gC..r;;•,. .'^.TAcy,S�'F^�:C^�F •� �.^` ^S. y/ MIR c� V cdLr 4j. 41mcd p4 OJ N o w. m p cd 4 , a -4 O " a U f M� v „ ,� . an 1 ro o 1 a O O U ed O q M93 V �D (14 4 (-fes i y O 1 1` ��Fn"idti�tin'Dimswdsttm�a�"" M •4 '� INSPECTION NOTICE i City of Tigard Building Departrrent 12420 S.W. Main St. Tigard,Oregon 97223 jPho e: 639-4171 i Type of Inspection ? Date Requested ✓ _ Time _ A.M. P.M. Address Permit Owner_—__-- -----__ Lot Builder The The following Building Code deficiencies are required to be a rrected: II fr/ Ira i Presented to --"—� - ---- --- n ApproveA Inspector __-.- �Y�Q:.�-- Disapproved Date CALL FOR REINSPECTION YES 0 NO INSPECTION NO'i'ICE City of Tigard Building Departmen' 1242C S.W. Main St. Tigard,Oregon 972.23 i Phone: 639-4171 Type of Inspection //Q� .L/► �!`!!� _ Date Requested Ti e A.M. P.M. Address Permit #_—____.— Owner Lot I Buil&r —� -- —The following Building Code deficiencies ire required to be corrected: Presented to �r —_ � Appioved Inspector — _. I I Disapproved j Date CALL FOR RFINS��PFCTION F-1YESL1 NO -M--- - - - - I RZARITTENHOUSE-ZEMAN&ASSOCIATES, INC. Geotechnical Consultants 8050 S.W. Cirrus Drive a110 Beaverton,Oregon 97005 M00 (.;03)6.14-9141 Auraust 8, 1984 f- 2 ---------. 7` . 0-2982 ��0Oro y� Jay Miller, Builder ---______.__�.._..._...._._............ P. 0. Box 23291 Tigard, Or. 97223 Subject: Visual Soil and Groundwater Evaluation Lot 79 Copper Creek 3, Tioard, Otennn Mr. Miller: At your request we revisited the subject site. ,4e understand that the build- ing inspector was concerned with soft soil conditions along the. east. wall of the house. These conditions were apparently assoclatt:� w,ch the spring acti- vity discussed in our letter on August 3, 1984 . At the time of my visit (,August 8, 1984 , 11 :30 a.m. ) the snring activity had been controlled and soils at the east side of the house had dried out sub-,' In- tially. In addition, the contractor had stabilized the foundation bottoms in this area with un to two feet of rock fill . The rock fill appeared to be moderately dense and reportedly was well tracked in with a .mall dozer. Based on these observations it is my opinion that the soils are suiti>.ble for conven- tional spread foundations. if yuu oave any further questions or desire more information, please contact the undersigned. Respectfully submitted, PRCffff� RITTENHOUSE-7_EMAN b ASSOCIATES 8790 \ 1 OREGON Terry N. Craver�„_I? 'Giy sn,ti`�1`` _ lfyfNt' dl RITTENHOUSE-ZEMAN& ASSOCIATES,INC. RZA ` Geotechnical Consultants 8050 S.W.Cirrus Drive MBeaverton,Oregon 97005 (5l'i)644-9141 August 3, 1984 0-2982 Ja:1 Miller, Builder P. 0. Box 23291 Tigard, Or. 97223 / Subject: Visual Soil and Groundwater Evaluation may ' Lot 79 Copper Creek 3, Tigard, Oregon �- Mr. Miller: At your request we visited the subject site to did in solving the ground- water problems in the excavation. During the excavation for a tri-level house, springs were unr_ever•ed along the east wall on both the upper and lower excavation levels. The soils in this area concis of very fine sand beds separated by thin, low-permeability silts The sands trap water, and kvl---,n they daylight in an excavation or on a hillside, they yield runring water as sor•ings . We recommend installing a subdrain along the entire west wall , with a 20 font long stems along the north and central east-west trending walls . The trenches should be approximately 18 inche' deep and lined with nr.n-woven filter fabric housing a perfor.ted nine and drain rock as outlined below. External Subd-ain System Foundation ----- = ��. Exterior Ground Native Backfill Crawlspace - i j - Filter Fabric -Drain Rock 1H:1V Perfo ra ted Noe Trench flat l Jay Miller, Builder 0-2982 August 3, 1984 Page 2. The sands are very fine-grained and in the presence of running water they tend to "ripe" or flow. Without the filter fabric, the sands would wash into the drain rock, clogging it in a few years, but more impor- tantly, voids and zones of weakness could develop below the foundations . Care should be taken to keep the drain from being too close to the footing; oth,rwise settlements and damage to the drain could result. If you have any questions or desire -urther information, please contact the undersigned. Respectfully submitted, � FiT /o RITTE 'iOUSE-ZEMAN & ASSOCIATES OREGON R+cj+nan w aVJE r #E017 Richard W. Rinne, C.E.C. �'. uo�,� NO Terr N-. Craven '11f Y r N. 81-'0 � dl LON f --- i INSPECTION NOTICE City of Tigard ling D6partment i2420:_ Jain St. II Tigard, Oregon 97223 j Phone: 639-4171 1 Type of inspection ' C To Date Requested , Time -j VA UVA D--_P.M. Address =� O Sk/ Permit #.— -- -- Owner �are LotBuidThe fllowin Buildi Cde deficiencies required to be corrected:04 i ----- Z4 b t --- - — Presented to __- Approved In-pector �_— _ approved Date CALL FOR REINSPECTION ❑ YES 0 NO BUILDING PERMIT APPLICATION T,GARD DAIFE 19 4960 THE UNDERSIGNED HEREBY APPLIES�OR A PERMIT FOR THE WORK HEREIN INDICAT'_D BUILDER PHONE 692-11-11.5-- OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE _ OWNER JOB ADDRESS 1_ r i+ LOT NO - ! � �� - kfj ,.anger Greek.- - — -C pc r c_rPr.{: III _ ARCHITECT Sia• 'Sox-23291 ENGINEER BUILDER — ADDRESS P.J. 9ox 2329 1 DESIGNER STRUCTURE fail NEW ❑ REMODEL ❑ ADDITION ❑ RLPAIR ❑ RFhEWAL ❑ FIRE DAMAGE ❑ DEMOLITION E3 REs.r)ENCE ❑ COMM 0 EDUCATIONAL ❑ GOWT E] RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE El STORAGE ❑ SLAB❑ FENCE OCCUPANCY _ K-3 LAI'' USE ZONE it-7YABLDG.TYPE 5++ FIRE ZONE_ PLAN CHECK BY EjV _HEAT_(;*I CormtriL!t_--yj,t._1L, familydw�cllirig w/attarhed6ga s&A SEWER PERMIT# 2793u OCC.LOAD FLOOR LOAD y,J HEIGHT I .r NO.STORIES- AREA 2396 NO.BEDROOMS 4 VALUE;)4 BUILDING DEPARTMENT SET BACKS FRONT JA REAR IL,LEFT SIDE RIGHT SIDE Permit 35ti.aG THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Pian Chat* 250.25 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 1 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total - bU0 l5 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 15.40 LICENSE.oEPARATc PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Stn.. Total 623.65 SDC- $Sti _ PDCNT.I 150.00 APPLICANT OR AGENT By _ t'TT 25o.w; Receipt No. Approved h.rP ADDRESS - -- PHONE------- AMIL�MNLALMORALI1'%M DAME INSK TYPE INSPECTION FEMARKS PLUMBING DATE Contracto A-If Permit ife Rough-in Fi.t.re -4- Final HEATING P d Contractor !WA Permit No, 2 Gids or Ci I , t�11=� 't1CSlL.71 is it — L� SEWER 7 je DRIVEWAY Final Storm Oral-agp 4(Rain Drain)Final Sidewalk Curb&Street Final Approach 1111LOG. DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY III-indscaping Zoning Final