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Report Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc • Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 Special Inspection FINAL SUMMARY LETTER June 16, 2004 T0405233F City of Tigard 13125 SW Hall Blvd., Tigard, OR 97223 -8199 Attn: Building Department Re: Hawks Beard Townhomes- Lot# 6 10915 SW 130 Avenue- Tigard, OR Permit No.: MST2003 -00279 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Installation of Adhesive Anchors All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Resp / ully submitted, CA 'SON TESTING, INC. r , =s F. Hietpas c) perations Manager JFH/ks c c: Derek L Brown & Associates- Bruce Cone Froelich Consulting Engineers- Todd Nagle Mentrum Architecture- Bayard Mentrum P:IWORDIREPORTSIFlNLTR\T 06/17/04 THU 08:13 FAX 503 684 0954 CARLSON TESTING 1aj Meth Office /em Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc. one (503) 684-3480 Phone (503) 589.1252 Phone (541) 3309155 1' FAX (503) 684.0954 FAX (503) 509 -1309 FAX (541) 330 -9163 Special Inspection FINAL SUMMARY LETTER June 16, 2004 T0405233F City of Tigard 13125 SW Hall Blvd., Tigard, OR 97223-8199 Attn: Building Department Re: Hawks Beard Townhomes- Lot# 6 10915 SW 130" Avenue- Tigard, OR • Permit No.: MST2003 -00279 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Installation of Adhesive Anchors All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material testedlinspected only. Information contained herein Is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Res •, ly submitted, CA - (SON TESTING, INC. "2, - F. Hietpas perations Manager JFH/ks cc: Derek L Brown & Associates- Bruce Cone Froelich Consulting Engineers- Todd Nagle Mentnim Architecture- Bayard Mentrum P:%WORWiEPORT$ nNLTRIT Mar 30 04 08:47a ' _ 03/30/2004 07:53 503252455 FORECAST TING ATING rut= u FORECAST HEATING AND AIR CONDITIONING CORP. • Datc: 03-29-04 Project Unit Type "A ", SW 130th Avenue, Tigard Customer Autumn Park, LLC Return Air Calculation Furnace / CFM: 900 Ducting Installed / Size: 9" x 14" x 17' Friction per 20' of duce 0.25 CFM per 20': 1230 (above CFM of Furnace installed) Return Air Grill: 24" x 12" m 900 CFM Location of Air Return Grill: Center Location / Stair way / Hall way (Best location for this application) Calculation Danny urea 503. 793 -5150 • p.0. AAX �ss9 • PUaT . nN PAX: (503) 232 -�593 PHONE: (503) 253 -7020 Nov 30 04 07:37a Bruce Cone 503- 521 -8465 p.1 November 30, 2004 Hap Witkins City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Dear Hap: 1 would like to request an extension on building permit number MST2003- 00279. The address is 10915 SW 130 Ave. This unit is currently being used as a sales office. Please send me a response to fax number (503)521 -8465. Sincerely, !y(�� '/ Bruce Cone Project Superintendent 4949 SW MEADOWS ROAD SUITE 400 / LAKE OSWEGO OR 57035 i 523>521.8958 f 503>521.8465 58699 15997 'RI 15:02 FAX 503 070 814 r VAnLavlr ir. i Inv In Office e son Geotech_..4cal p oem W 14 406 !!or►Ava. NE Bend Po. Box 78 e A Division of Carlson Testing. inc. 97281 Salem. OR 97301 Bend, OR 97708 Beotechnical ph 8844460 Phone (503) 589.1252 Phone (541) 330.9155 Construction inspection and Related Tests FAX (503) 8709147 FAX (503) 588.1309 FAX (541) 3309163 Final Summary Letter L ©-T S 10, 2003 - revised November 19, 2003 Mr. Mark Hansen Derek L. Brown & Associates, Inc. 9500 SW Barbur Blvd., Suite 220 Portland, Oregon 97219 Re: . Final Letter of Geotec Observations Hawks Beard Towinhomes SW Hawks Beard Street Tigard, Oregon CGT Project G0202050A Carlson Geotechnical (CGT) served as geotec Engineer -of- Record (EOR) for the Hawks Beard Townhomes project, located at the intersection of SW 130 Avenue and SW Hawks Beard Street in Tigard, Oregon. We performed a geotechnical Investigation of the site, the results of which were presented in our report of Geotechnical Engineering Services dated December 10, 2002, and performed geotechnical observation during construction. Our observations were completed on an on -call, part-time basis between the dates of November 19, 2002 and July 17, 2003. • Site Stripping: Prior to construction, the . site contained surface vegetation in structural areas. Roadways and lots were stripped of vegetation between November 19"" and 25 2002. Based on our field observations, the site was stripped of organic topsoil in general accordance with our recommendations. :.- • Subgrade Conditions: After stripping had been completed, the site subgrade soil was cement treated for planned construction activities in the winter. Based on our field observations, the subgrade soil has been prepared in general mince with our recommendations. • Roadway Fill Placement and Compaction: Up to 2 feet of fill was placed and compacted on roadways in the southeast corner of the site. CGT conducted 6 in- place relative compaction tests on the native brown silt fill. Based on our field observations and in place density testing the native silt fill for roadways was placed and compacted in general accordance with our recommendations (92 percent of ASTM D- 1557). • Roadway Aggregate Base Rock: CGT conducted 12 in-place relative compaction tests on the roadway aggregate base rock on May 2, 2003. The roadway aggregate base rock was prepared in general accordance with the recommendations given by the City of Tigard (95 percent of AASHTO T-99). • I 15:03 FAX 503 670 9147 CARLSON 'It S1INb r - Hawks Beard Townhomes Tigard, Oregon September 10, 2003 • Roadway Pavements: Asphalt was placed on the South Alley, North Alley, Hazelwood, Briarwood, Woodridge, Huntington. and Hawks Beard on May 13, 2003. CGT conducted 17 in -place relative compaction tests on the asphalt Test results ranged from 91 to 93.1 percent of ATM D -2950. • Lots: Based on our field observations, lots 8 through 13, and lots 1 through 3 were cut and are on native silt. The remaining 53 lots are on structural fill up to 3 feet deep. Based on our observations and in -place relative compaction testing, lots 1 • through 62 have been prepared in general accordance with our recommendations. • Foundation Bearing Surfaces: Foundation bearing surfaces were not prepared at the time of this report: therefore, we have not observed any of the foundation subgrade soils for the proposed residences. • . :'. - . _ .. • .. . 1- - -- -. ,. • . .'• : • _ • • • • . • pourfnEraonerete. We understand that the City of Tigard will not require individual lot foundation subgrade observations. • Utility trench backlit, compaction. CGT conducted 28 in -place relative compaction tests on utility trench bacldill material for the sanitary sewer and storm sewer trenches. Based on our density testing, the utility trenches baddm has been compacted in general accordance with the recommendations given by City of Tigard (95 percent of AASHTO T -99). Based on our observations, as doaimented in our field reports, and to the best or our knowledge, within our scope of work the above geotechnical summaries accurately reflect our observations. • Our services were provided on an on -call basis, in which we relied on the contractor to contact our office for the scheduling of our services. We cannot be held contractually responsible for those items. if any, that we did not observe or test. Sincerely. CARLSON GEOTECHNICAL �� j a4esieige/aRS ---. oplomef Jared M etti I - Geotechnic al Staff s at, - nne M N' - - , P.E. Pn ' pal eot= = nice! Engineer • a0: P:W. OTECHIPROJECTS1002 ProjectsWawks Beard Taimhomes - COSWFlna1 Leuer.DOC Carlson Geotechnical Page 2 of 2