HomeMy WebLinkAboutB14-0042 Special Inspection Report approved ����
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FINAL REPORT OF SPEC1kL lNSPEC?IONS
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.Address 200 /1l /7sJ«�,7. Sfr-cc.�L City�Orc���v�7Zip: S 35 75
Deslgn Professional In Charge: �/� G eo���t� �f�uCVi L„ P�z.t,�f��;� /��,
P.ddress: � U.�i-U G<>sqn }'y /�°c� �j�/
City: �/zK�unoc.{S�rin,� Staie: CU Zip:�/G�O [phone: l70) 9YS- 7`jf3 `�
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To the best oi my informaYion,�nowleage, and befief, _he sp=clal ir=peciions and/or iesting required for
iP�is project, have been completed in accordancz wifn �he coriract docutr,�nts.
Inierim reports submitied prior to this Final Report of Special Insp=ctions fcrm a ba=is for, a�d are to be
considered an integral paR of this final report. Any d�screoancies thai were noied in all intenm reporis
have been corrected. �, ��,y> �-�fe�(.-� f�}��� �;.'f8d �j�(y �� y�.'?i �h ,U: �0��5'i0�
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Preparer's Seaf and Sigraiure Requfred
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Ph�m.970 )4� 7985
HEPWORTH-PAWLAK GEOTECHNICAL F:,x: 970-945-8454
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7uly 24, 2015
Gorman & Company, Inc.
Attn: Rob Padley
200 N. Main Street
Oregon, Wisconsin 53575
Job No. 109 310E
Subject: Coinpliance of Construction and Materials, Lions Ridge Aparhnent Homes
Building 1, 1265 N. Frontage Road West, Vail, Colarado
Dear Mr. Padley:
Hepworth-Pawlak Geotechnical, Inc. provided construction observation and materials
testing seivices for foundation soil bearing conditions and structural backfill, reinforcing
steel and concrete during construction of Building 1 as part of our services for the overall
site redevelopment. Our field inspection and testing services for the project began on
September 30, 2014 and are continuing on an as-requested basis. Our services for
Building 1 are essentially coinplete at this Cime.
Our services were perfonned under the direction of the undersigned licensed Engineer
registered in the State of Colorado. Any nonconfonning conditions, materials and/or
workmanship identified during construction were immediately brought to the attention of
the contractor for correction. Our testing and observation reports have been distributed
under separate cover.
Based on inferences drawn from our observations during construction and the results of
our testing as docwnented by the referenced field and laboratory reports, it is our
professional opinion that the referenced foundation soil bearing conditions, reinforcing
steel, concrete, and structural backfill for the project have achieved the specified
conditions, and/or cunently accepted industry practices as applicable. Please recognize
that construction observation and testing are sampling functions that involve direct
Parker 303-841-7119 • Colorado Springs 719-633-»62 • Sih-erthorne )70-463-1)�9
Gorman and Company, Inc.
July 24, 2015
Page 2
observation and testing of very limited amount of the overall work to evaluate the
construction compliance.
If you have any questions, please contact the undersigned.
Sincerely,
HEPWORTH - PAWLAK GEO ECHNICAL, INC.
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Thomas J. Westhoff, C
Reviewedby: �N�L. Aq '
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Steven L. Pawlak, P. ��j�r�y, � �„o�
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Attaclunent: Town of Vail Final Report of Special Inspections, Building 1
Distribution: Gorman & Company, Ina - Rob Padley(rpadley@gormanusa.coin)
Gorman & Company, Inc.-Matt Bribach (mbribach@gormanusa.com)
Gorman & Company, Inc. -Kathy Henshue (khenshue@gormanusa.com)
� Project No. 109 310E
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