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HUITT-ZOLLARS INC 1 - 2009
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HUITT-ZOLLARS INC 1 - 2009
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Last modified
7/6/2016 5:31:10 PM
Creation date
8/10/2009 2:32:52 PM
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Contracts
Company Name
HUITT-ZOLLARS INC
Contract #
A-2009-034
Agency
PUBLIC WORKS
Council Approval Date
4/6/2009
Insurance Exp Date
6/1/2011
Destruction Year
2020
Notes
WC: 6/1/2011; PL ex. 01/23/2011 Amended by A-2009-034-001, -002
Document Relationships
HUITT-ZOLLARS INC 1A - 2009
(Amended By)
Path:
\Contracts / Agreements\_PENDING FOLDER\READY TO DESTROY IN 2020
HUITT-ZOLLARS, INC. 1B - 2010
(Amended By)
Path:
\Contracts / Agreements\_PENDING FOLDER\READY TO DESTROY IN 2020
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Task 4.2 Design Surreys <br />Huitt - Zollars will perform ground design topographic surveys including, edge of traveled way surveys, topographic <br />surveys, topographic surveys of areas obscured to aerial photography, existing edge and join condition locations <br />and existing drainage invert surveys. Huitt - Zollars will coordinate with Caltrans to acquire required encroachment <br />permits for survey work on SR -55. The topographic survey work on SR -55 will be done utilizing "reflectorless" total <br />station survey equipment that will eliminate the need for a lane closure, thereby not interfering with the traveling <br />public. <br />Task 4.3 Survey Cross - Sections <br />Huitt - Zollars will complete survey cross - sections, at 50 -foot intervals, across Alton Avenue and Alton Parkway and <br />from the edge of travel way to the right -of -way limit on SR -55 within the project limits. Work will include critical <br />features between section stations and sufficient edge conditions for design purposes. <br />Task 4.4 Geotechnical Studies <br />Our geotechnical scope of work is aimed at providing geotechnical information for the design of the proposed <br />roadway and bridge improvements and will consist of field exploration, laboratory testing, geotechnical engineering <br />analyses, and report preparation. Our scope of work does not include subsurface hazardous materials <br />investigations, reports or chemical testing of soil and groundwater. Scope, fee, and schedule can be developed for <br />these tasks if found to be necessary as the project progresses. <br />Task 4.4.1 Field Investigation <br />Our field program will consist of one day of rotary wash drilling (one deep boring up to 80 feet deep for the bridge <br />and shallow borings for pavements) and one day of CPTs (2 CPTs to 80 feet or refusal for the bridge and 4 <br />CPTs up to 40 feet each for walls). <br />Standard Penetration Test, California Ring, and bulk samples of representative soil layers will be obtained at <br />appropriate depth intervals in the borings (typically 5 feet). The Huitt - Zollars Team will prepare a proposed <br />boring location plan for review by the City / Caltrans. The Huitt- Zollars Team is experienced in working with <br />Caltrans and City Public Works Departments in obtaining the necessary permits for the field exploration <br />program. The field program will be carefully planned and coordinated agencies to minimize any impact on the <br />flow of traffic, and to maintain proper safety precautions. <br />Task 4.4.2 Laboratory Testing <br />The Huitt - Zollars Team's laboratory- testing program will be aimed at evaluating the physical, geotechnical, and <br />chemical (corrosion) properties of the site soils. The exact scope of the laboratory program will depend on the <br />soil conditions encountered during our field exploration. However, for planning purposes, we have considered <br />the following types of tests: <br />• In Situ Moisture Content and Density <br />• Grain Size Distribution / Percent passing No. 200 sieve <br />• Direct Shear <br />• Consolidation <br />• Atterberg Limits <br />• Soluble Sulfate Content, Chlorides, pH, resistivity <br />• R -Value <br />All reports will be prepared in accordance with the latest Caltrans guidelines. <br />Exploration / Traffic Control Plan / Permit Applications (3): <br />o (1) Caltrans <br />o (1) Santa Ana <br />o (1) Irvine <br />Preliminary Foundation Reports (2): <br />o (1) for bridge structure <br />
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