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HomeMy WebLinkAboutB12-0274 Retaining wall special inpsectionsDepartment of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970. 479 -2128 www- vailgov -com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two. hour minimum building review fee of $110 will be charged upon reissuance of the permit. ----------------------------------------------------- Application /Permit #(s) information applies to: Attention: oaprq Project Street Address: /���� l(0 ?7 � UPF—C1R l.KWK (Number) (Street) (Suite #) Building /Complex Name: Wef l TN FR Applicant Information (architect, contractor, owner /owner's rep) Contact Name: ScoTr S. l u" iPsexop ' 4 ®Address: �� City State: Zip: Contact Name: Contact Phone: Contact E -Mail: I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other ordinances of the Town applicable thereto. X Owner /Owner's Representative Signature (Required) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # exp. date: Authorization # Revisions Response to Correction Letter _Ej_attached copy of correction letter C) Deferred Submittal J0 Other Description of Transmittal/ List of Changes, Items Atfached: FINAL e:P02r ©F SPEr„IA L (use additional sheet if necessary) Building Permits: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: Date Received: $0 MAY 3 0 2013 TOWN OFVAL May 29th, 2013 Subject: Summary of Materials Testing Services and Special Inspection Services, Weltner Residence - 1677 Buffher Creek, Vail, Colorado Ground Engineering Job Number: 12 -6571 Mr. Brennen Fitzgerald TOV Permit Number: B12 -0274 Scott S. Turnipseed, AIA 1143 Capitol Street Eagle, Colorado 81631 Attn: Mr. Fitzgerald, This letter summarizes the special inspection services GROUND Engineering Consultants, Inc. (GROUND) performed during the improvements to the Weltner Residence located at 1677 Buffher Creek located in Vail, Colorado. The special inspection and materials testing services were performed at times scheduled by the Owner, Contractor and /or Subcontractors between October 17th, 2012 and May 1st, 2013 and according to GROUND's proposal # 1207 -1261 dated July 31st, 2012. During construction, representatives of our office performed periodic testing of the structural concrete placed for the foundation walls and slab on grade and were also present on a part -time basis during the placement of structural fill for the foundation wall backfill. Nuclear moisture density testing was periodically performed on the processed soils. A certified welding inspector (CWI) visited the project site on a part -time basis, when scheduled by the Contractor and /or Owner, to observe the structural steel field welded and bolted connections. Based on the field observations to date, RFI's received and /or project documentation received from the design team, it is our opinion that the materials observed for the structural concrete, structural fill and structural steel were in general accordance with project plans, specifications, and /or applicable RFI's. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the materials and /or work with the contract documents at the times of our observation and testing. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely, GROUND Engineering Consultants, Inc. Chris Hutto, C.E.T. t 45448 5.29.2013 ti %fVALE Reviewed by Jason A. Smith, REM, P.E. 11131FP4111 ENGINEERING CONSULTANTS INC. 101 A Airpark Dr., Unit 9, PO Box 464, Gypsum, CO 81637 Phone (970) 524 -0720 Fax (970) 524 -0721 www.groundeng.coin Office Locations: Englewood . Commerce City Loveland Granbv Gypsum Grand Junction Casper, WY TOWN OF FINAL REPORT OF SPECIAL INSPECTIONS Project: Weltner Residence Project Location: 1677 Buffher Creek Owner Doug Weltner Permit Number: B12 -0274 Address City: Special Inspections Firm: - E�estg- P ©fes�ie�F urge: GROUND Engineering Consultan Address: PO Box 464 Inc. Zip: City: Gypsum State: CO Zip: 81637 Phone: 970- 524 -0720 Fax: 970- 524 -0721 E -mail: ChrisH @groundeng.com JasonS@groundeng.com To the best of my information, knowledge, and belief, the special inspections and /or testing required for this project, have been completed in accordance with the contract documents. *Please see Final Summary Letter dated 5 -29 -2013 (GROUND) Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. Prepared by: Jason A. Smith, REM, P.E. Type or Print Name Signature Date Jason A. Smith, REM, P.E. 1 45"S 2013.05.3 �vNALE� 0 12:15:50 - 06'00' Preparer's Seal and Signature Required 3►a - oa�� INYeh and Associates, In Consulting Engineers & Scientists August 31, 2012 Project No. 212 -108 Mr. Shaun Brainard B &Y Drilling, Inc. P.O. Box 1878 Rifle, Colorado 81650 Subject: Review of Permanent Ground Nail Wall Testing, Weltner Residence, 1677 Buffehr Creek Road, Lott, Filing 1, Eleni Znermer Subdivision, Vail, Colorado Dear Mr. Brainard, A representative of Yeh and Associates conducted verification testing on August 29, 2012 on the permanent ground nail wall at the Weltner Residence, 1677 Buffehr Creek Road, Lot 1, Filing 1, Eleni Znermer Subdivision, Vail, Colorado. The wall was constructed by B &Y Drilling, Inc. We conducted one soil nail verification test on a sacrificial nail. The verification test was loaded to 2.0 times the design load (see attached). Test results indicated the test nail attained the required test loads. The test was conducted in general conformance with FHWA guidelines and the test results are attached. Based on our observations and test data, it appeared the permanent ground nail wall constructed by B &Y Drilling, Inc. was in general conformance with plans provided by Yeh and Associates, Inc., dated June 11, 2012. If you have questions or need additional information, please call us at 970 - 384 -1500. YEH AND ASSOCIATES, INC. EGGSX� .......,e o. �0' �F Richard D. Johnson, P.E. (P. Project Manager ? 35832 0 �e'�Oe.ses.� °•o•��� `SS�ONAL��G 5700 East Evans Avenue, Denver, CO 80222, (303) 781 -9590, Fax (303) 781 -9583 1525 Blake Avenue, Glenwood Springs, CO 81601, (970) 384 -1500, Fax (970) 384 -1501 570 Turner Drive, Suite D, Durango, CO 81303, (970) 382 -9590, Fax (970) 382 -9583 Soil Nail Verification Testing Wall Designation: Weltner Residence Job Number: 212 -108 Testers: KA Date: August 29, 2012 Design Test Load: 13,572 Ibs Bond Length: 10 feet Free Length: 9 feet Stress Length: 1 foot Load Hold Time Load Ibs Pressure (psi) Total Movement inches Residual Elastic inches inches AL(.10 DTQ until stable 4918 400 0.000 0.231 0.25DTL until stable 3393 276 - 0.50DTL until stable 6786 551 0.108 0.75DTL until stable 10179 825 0.146 1.00DTL until stable 13572 1100 0.182 1.25DTL until stable 16965 1375 0.225 1.50DTL (Creep Test) (Hold 10 min - minimum) 1 min 2 min 3 min 5 min 6 min 10 min 20358 1650 0.274 0.275 0.277 0.279 0.279 0.279 20 min 30 min 50 min 60 min 1.75DTL until stable 23751 1925 0.292 2.00DTL until stable 27144 2200 0.325 AL(.10 DTQ until stable 4918 400 1 0.094 Preliminary Acceptance: F-0-0-0-5-1 Must be less than 0.04 inches - If necessary hold to 60 min (6 to 60 less than 0.08 inches) Comments: Ran test to 54,198 Ibs and held load. la 3 w O 'O C d r tl! !a d m la V U) m z r d) m vI W Go Go v r ON d � N Q d z° W d 0 >3:a O � � C O O of r II t L II O E N ca J J O ama) m LL 2 M M N to N r (isd) puo8 C p N M M M cA Cf 00 c0 O M — In MCnaoltNLO 00 O N I� CO) O cM O O C O E O O CO (D (D 'q' N LO ' N A M a0 r- C ; 00 N 1- O CN N N I- O 0 0 0 0 0 0 0 0 0 0 0 -� to CO — CO O(: O N I` cn LO M O 00 L M 1� 'IT 0 LO 0 r 00 O J � O M cR O M I- O M N O ' t �- N N N M � U') 0 0 co 0 0 0 u� 0 0 0 v 0 H d L V C C O d O E M N O > O is O H O O N O O O O � C � co co O O O 6 LO co LO II 11 LO m O Q a) (a X 0 .E cu gym° °z)