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15Y - APPLICANT
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GRAVEL- SuOr1vi510r► LCT,4 1
RIM EI_EV• 15•x, x, 999 S.W. HILL �T
f5Y - APPLICANT
J I M CO CON 5`il?UCT1 OIN I N C
(-5039
7/31/97 (CITY OF TIGARD
OREGON
RE: Address Reassignments
2S102DB (00202)
and
2S 102DB-00201
We have found it necessary to change the address assignments at the above hated locations. Effective
immediately the new addresses are assigned as follows:
Previou, .O�drw NM address
9295A SW Hill Street 92'37 SW Hill Street
9295B SW Hill Street 9289 SW Hill Street
9299-100 SW Hill St. "9291 SWIM Street
9299-200 SW Hill St. 9293 SW Hill Street
9299-300 SW Hill St. 9297 SW Hill Street
9299-400 SW Hill St. 9299 SW Hill Street
Please make these changes to your records.
If you have any questions, please feel free to give me a call at 6394171.
Thank you,
Catherine 'Kit' Church
Engineering Tech.
13125 SW Nall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — -- ---
CITY Y O F T I G A R ID CERTIFICATE OF OCCUPANCY
+ PERMIT#: BUP97-00501
DEVELOPMENT SERVICES DATE ISSUED:
13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4175 PARCEL: 2S102DB-09300
ZONING: R-12
JURISDICTION: TIG
SITE ADDRESS: 09293 SW HILL ST FILE C
SUBDIVISION: DUCK CREEK HOMES
BLOCK: LOT:003
CLASS OF WORK: NEW
TYPE OF USE: SFA
TYPE OF CONSTR: 5N
OCCUPANCY GRP: R3
OCCUPANCY LOAD: 6
TENANT NAME:
REMARKS: 4 Unit Single Family Attached Building. Each unit has a separate add ess (9291,9293,9297,9299).
Final Inspection Approved 5/26/99 by Toni Plescher, Building Inspector
Owner: _.
JIMCO CONSTRUCTION INC
33 SVS THIRD
PORTLAND, OR 97204
Phone:
Contractor:
JIMCO CONSTRUCTION INC
33 SW 3RD
PORTLAND, OR 97204
Phone: 248-0000
Reg#:
This Certificate grants occupancy of the above referenced building or portion thereof and
confirms that the building has been inspected for compliance with the State of Oregon
Specialty Codes for ti e g oup, occupancy, and use under which the refere:iced permit vas
IsspeA. /
B ILDING INSPECTOA SUILDINO OFFICIAL
POST IN CONSPICUOUS PLACE
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24-Hour Inspection Line: 639-4175 Business Line: 639-4171
e , � � ��� BUP c'� -OJ« I
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Founc3tion
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Crawl Drain Inspection Notes: tF j0",1a SGN _
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Framing — -- -- --
Insulation
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I ire Alarm
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I --- ----- Ape
—
A PART FAIL
PLUMBING
Post& Beam - ----- ---__--
Ubider Slab
'op Out
Water Service
Sanitary Sewer —
Rain Drains
Final ------------- ----- ----
PASS PART FAIL ---- ------- -- --— ----�--- -— —
MECHANICAL
Ilost&Beam — -- — --- — — -- —_
Rough In
Gas Line ------- — ----------- ------ —
Smoke Dampers
Final —..-------- ----- ---- ----
PASS PART FAIL
ELECTRICAL - -- - - -
Service
Rough In
U(;/Slab
Low Voltage —
r ire Alarm _�-- -- -- ----
F final —
PASS PART FAIL --_SITE —_.—.--
Backfill/Grading — -- — -- - ---
Sanitary Sewer
Storm Drain [ I Reinspection fee of$ _ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd
Catch Basin
Fire Supply Line f I Please c�II for reinspection RE. _ [ I Unable to inspect-no access
ADA ` —
Approach/Sidewalk ! / /
Other �^ Gate ' ( _—.Inspector ,CExt --.-
Final
PASS PART -FAIL DO NOT REMOVE this inspection record from the jnb site.
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�� • CUMMINGS.SENKEL 6 ASSOCIATES
CON6ULTINt3 ENeiNEER8a n e7-
February 8, 1999
Jim Atwood
1 A Atwood Corporation
33 S P Third Avenue
Portland,OR 97204
To: Jim Atwood,J. A.Atwood Corporation
From Ryan P Paddoak,CSi Consufpng Engineers
RC SW Hill St.,Pian#220-A,Permit#97-0501 and 897-0302,CSA Job 0103).
Two 15"06"holes have me cut to the exterior sheathing on the front lower floor shear walls betwecn
the center two gauge door3 to accommodate electric meters The shear strength of the walls is adequate
provided thai the framing members are not cut or notched and the interior sheathing is not elycctrd by Ore
eleotnc meters Sec the attached page for clartficatton.
Cordially,
CSrt Consulting EAlgineers
G
Ryan E Paddock,EIT
40 PROffr,f
ed
W� 17
�v
321 S W ash,/th Floor• P4jrtland.()wagon 97206
'S03r 228 �s4e fAX (S?3)2280115
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Project descrlptlon, GA COMUIthq �mgineer5 J06#:
321 sw*,9 th Floor--PatbM,0P 41209 nate; 8/q,!y.
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project descrlptlon, GA Consulting engineers Job#; jos/
:S;M /4{wud 321 9N 41k 4 th Floor--Maid,OR 97204 nate: 8/IlIffy
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BRAUNBraun Ink.te< Corporation
6032 N. Cutter Circle, Ste. 480
P.O. Box 17126
N T E R T E C Portland, Oregon 97217
503-289-1778 Fax 2891918
Engineers and Scientists.Serving
the Built and Natural Environments
April 3, 1997 Project No . EAAX-97-0220
Report No. 09-037-2874
Mr. Jim Atwood
J.A. Atwood Corporation
33 S.W. Third Avenue
Portland, Oregon 97204
Dear Mr. Atwood:
Re: Geotechnical Evaluation for the Proposed Tigard 4-plex Rowhouses. S.W. Hill Street.
Tigard, Oregon
The geotechnical evaluation you authorized on March 14, 1997, has be.-n completed. The
purpose of these services was to assist you and the engineers in designing foundations and
preparing plans and specifications for the construction of the new structures.
Summary of Field Exploration Results
Two (2) Standard Penetration Test (SPT) borings (13-1 to 13-2) were drilled in the proposed
construction areas. The general soil profile was 7 to 10 feet of till soils consisting of silty sand
underlain by organic sandy silt with peat (OL) extending to depths of 26 feet below existing site
grades. Underlying the organic soils was a medium dense sand (SM) extending to the maximum
explored depth of 311/2 feet below existing site grades.
Groundwater was encountered at depths of 14 feet during drilling. Variation in groundwater
levels should be expo-cted seasonally, annually and from location to location. We anticipate chat
the groundwater table may rise during months of peak tun :!t.
Summary of Recomm udations
The site is underlain by incompetent till and organic soils. if the proposed structures are place('
directly on the existing soils, the soil stratum will undergo settlements and may cause structural
distress. Therefore, based on our evaluation, it is our opinion that the proposed buildings
should he supported on piles extending into the competent sand soils present at depths ranging
from 26 feet to 30 feet below existing grades.
J.A. Atwood Corporation
Project No EAAX-97-0220
Report No. 09-037-2874
April 3, 1997
Page 2
Any proposed floor slabs should be structurally supported on piles.
General
Please refer to the attached report for further explanation of our recommendations. If we can
provide additional assistance, or observation and testing services during design and construction,
please call us at (503) 289-1778 or (800) 783-0985.
Sincerely, _
Ile
�r
Travis T. Nguyen, F.I.T
Staff Engineer
M�F�f
ORtaON
Charles R. Lane. P.L.. Cy `c , 14
Senior Engineer ���ES R• �'P�
ttn/crl:/pas
c: Braun Intertec (corporation, St. Cloud Office
1":\grilups\ennx\geiitech\n-m\enax97 220
AIJG-06-98 08 :00 At9 P. 03
BRAUN
RAUN�M Braun Intertec Corporation
6032 N,Cutter Circle, Ste. 480
RO. Box 17126
N T E RT E Portioncl,Oregon 97217
503.289.1778 Fax: 289-1918
Engineers and Scientists Serving
the Built and,Noturol Environments
July 28, 1998 Project No_ EAAX-97-0220
Report No. 09-088-3970
Mr. Jim Atwood
J.A. Atwood Corporation
33 S.W. Third Avenue
Portland. Oregon 97204
Dear Mr. Atwood:
Re: Piling Installation Observat'on, 4-Plex Rowhouse, 9291 S.W. Hill Strect, Tigard, OR
At your request, we have provided continuous inspection of the pile driving operations at the
referenced site, These Inspections were conducted hetween July 15 and July 20, 1098,
We confirm that 12'A" pile were driven as per plans and specifications at 42 design location~.
Enclosed herein are Summary Logs and the Special Inspection Summary for your r4view.
We appreciate the opportunity to be of service at this time. Should you have any questions
regarding the above or require furthe► assistance, please do not hesitate to contact us at
(503) 289-1778.
Sincerely,
�jf ."/L LOL
Charles R. Lane, P.E.
Senior Engineer
crl:pas
Attachment Piling Special lnspec':.n
1,��n•up.�eaaxlpiling�.•;.:so•1.220
_ CUMMINGS,SENKEL& AtSOCIATES
CONSULTING ENGINEERS
lc�`M1I�SC�
REVISED PILE FOUNDATION DESIGN
CITY OF IiGATID ,
Appfoved....... ......... . .......... .. .... .... ....� 1
Conditionally Apploved..
For only the wor as de`��"h'=i1
0 9 > 1
PEO.
PERMIT Nj,
C r to-. Follow..... ........
CoQ Ldte {
Att3Ch.. 2,11 StAI
Job Add re al—
FOR
.1.A. ATWOOD CO.
CSA JOB #1951
PLAN 9220-A W) HOUSE
tin r�oFf
1E�'s' sJ`
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wS17
r�1 tty,�+S'9
e.
(503)228-3848 321 S.W.4th, 4th Floor• Portland, Oregor.97204
FAX (503)228-0475
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