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TranTech, Inc. 9/11/2023
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TranTech, Inc. 9/11/2023
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Last modified
9/12/2023 3:14:28 PM
Creation date
9/12/2023 3:12:38 PM
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Contracts
Contractor's Name
TranTech, Inc.
Approval Date
9/11/2023
Council Approval Date
8/30/2023
End Date
12/31/2024
Department
Public Works
Department Project Manager
Tom Hood
Subject / Project Title
EPIC Bridge – Type, Size and Location Study
Tracking Number
0003925
Total Compensation
$856,998.74
Contract Type
Agreement
Contract Subtype
Professional Services (PSA)
Retention Period
6 Years Then Destroy
Imported from EPIC
No
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City of Everett Point Industrial Center (EPIC) Bridge Project <br /> <br /> Page 4 of 28 <br /> <br />WORK ELEMENT 2 SURVEYING AND MAPPING <br /> <br />This work element is performed by 1Alliance Geomatics (1AG) to provide a topographic survey <br />and basemapping of the project site and surroundings. The surveying effort will include the <br />following activities: <br /> <br />2.1 Survey PM, Admin, QA/QC <br />This task includes the survey project management, administrative duties, and quality control <br />required for a project of this complexity and magnitude. Depending on the project <br />requirements, 1AG will assign a Survey Project Manager, Assistant Project Manager, and <br />Survey Quality Leader for this project. <br /> <br />2.2 Survey Control <br />This task includes the establishment of survey control as required for the project. Survey <br />control will be set, found, or referenced utilizing Real-Time Kinematic (RTK) GPS (GNSS) <br />and the Washington State Reference Network (WSRN) in conformance with industry <br />standards. This survey control is then propagated, as required, utilizing standard terrestrial <br />total station measurements. <br />• Geodetic Survey Control (Coordinates) <br />o Current WSRN coordinate system is NAD83-2011 Epoch 2010.00 <br />Coordinates. <br />o Horizontal survey work shall reference the Washington State Plane <br />Coordinate System of 1983 as established in accordance with Chapter 58.20 <br />RCW. <br />o Vertical Datum for the survey work shall reference the NAVD88. <br />• Cadastral Survey Control (Lines established and marked on the ground by suitable <br />monuments, which are used as starting and closing points in surveys of the public <br />domain of the United States.) <br />• Units shall be in US Survey Feet. <br /> <br />2.3 Field Surveying and Mapping <br />This task includes the field surveying and mapping required for this specific effort. 1AG <br />will be using a 3D Laser Scanner supplemented with traditional Total Station and GPS <br />technologies to collect the data for use in the creation of a basemap. <br /> <br />1AG will provide ground-based topographic survey to generate basemaps at a 1”=20’ scale <br />and to prepare DTM generated 1-foot contours utilizing traditional survey methods and <br />limited drone flights. Field survey will capture the existing conditions which may include <br />roadway pavement, traffic signal detection loops, pedestrian push button poles, ADA ramps, <br />driveway entrances, landings, islands, and channelization. <br /> <br />Exhibit A
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