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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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o (1) for all four MSE walls <br />Foundation Reports (3): <br />o (1) for the overcrossing structure <br />o (1) for 2 MSE walls on west approach <br />o (1) for 2 MSE walls on east approach <br />Geotechnical Design Report (1) <br />Materials Report (1) <br />Task 4.4.3 Aerially Deposited Lead (ADL) <br />Scope would include testing the unpaved areas of the project along the freeway and in the overcrossing abutment <br />approaches at a spacing of about 300 feet for ADL contamination and presenting the findings in a report. <br />Task 4.4.3(a) Pre -Field Activities <br />The Huitt- Zollars Team will utilize its in -house Health and Safety Plan and submit a Work Plan for field <br />activities. The Health and Safety Plan includes guidelines for the use of personal protective equipment and <br />sampling procedures. The Work Plan addresses procedures of sampling and laboratory analysis. <br />Task 4.4.3(b) Soil Sampling <br />Hand augers will be used advanced to a maximum depth of 4 feet to collect samples in unpaved areas. <br />Task 4.4.3(c) Laboratory Analysis <br />Samples that are sent to the laboratory will be analyzed for lead using the EPA Method 601013/7000. Soil with <br />total lead concentrations in excess of 50 mg /kg will be analyzed for soluble lead using the WET, TCLP and <br />deionized water extract methods. <br />Task 4.4.3(d) Analysis and Report Preparation <br />The results of the sampling and testing would be statistically analyzed using methods consistent with Caltrans <br />requirements, and the findings would be submitted in a project ADL report. <br />Geometric Approval Drawings (GAD) <br />TASK 5.0 GEOMETRIC APPROVAL DRAWINGS <br />Huitt- Zollars will prepare the GAD. The purpose of the GAD is to identify that the proposed design meets the <br />requirements of the Highway Design Manual (HDM), establish a project base map and formally confirm that the <br />design meets the operational needs of the facility. Huitt- Zollars will prepare a GAD in strip plot format. The GAD <br />submittal package will include 2035 traffic forecast volumes from Task 2.0 the Traffic Report, typical sections, plan <br />view exhibits, profiles, superelevation diagrams, a signature block and a Traffic Volumes diagram. The General Plan <br />Sheet from the Type Selection Report will serve as the APS. Components of the GAD will include: <br />Task 5.1 Data Collection <br />Huitt - Zollars will collect existing data as available to aid in the development of the GAD. Data collection will include <br />as- builts of SR -55 and Alton Avenue, related Caltrans reports such as the Transportation Concept Report, recent <br />drainage studies (if any), landscaping and aesthetic guidelines (if any). <br />Task 5.2 Base Geometrics <br />Huitt - Zollars will prepare a base geometric exhibit that includes geometric data required to construct the project. <br />Geometric curve data will be organized in a data table. A legend and abbreviations list will be prepared. <br />Task 5.3 Typical Sections <br />Huitt - Zollars will refine the Project Report typical sections for freeway lanes, ramps and arterial road improvements <br />that include original ground, traveled way, shoulders, cut/fill slopes, retaining and sound walls existing / proposed <br />right -of -way and existing / recommended structural sections. <br />
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