Browse
Search
2024-611-E-AMS-CPL Architects Engineers-Design of a new Crisis Diversion Facility
OrangeCountyNC
>
Board of County Commissioners
>
Contracts and Agreements
>
General Contracts and Agreements
>
2020's
>
2024
>
2024-611-E-AMS-CPL Architects Engineers-Design of a new Crisis Diversion Facility
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 2:28:24 PM
Creation date
11/19/2024 2:27:56 PM
Metadata
Fields
Template:
Contract
Date
10/3/2024
Contract Starting Date
10/3/2024
Contract Ending Date
10/15/2024
Contract Document Type
Contract
Amount
$1,719,650.00
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
56
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
<br /> <br /> <br /> <br /> <br />EXHIBIT A <br />SCOPE OF SERVICE <br /> <br />CIVIL ENGINEERING | ENVIRONMENTAL | SURVEYING | GIS | LANDSCAPE ARCHITECTURE | CONSTRUCTION SERVICES <br />7 of 22 <br />5410 Trinity Road <br />Suite 102 <br />Raleigh, NC 27607 <br /> <br /> <br />P 919.866.4951 <br />F 919.859.5663 <br />www.timmons.com <br /> <br />Geotechnical Engineering Report <br /> A geotechnical engineering report will be prepared based on performed borings, laboratory testing, and our <br />engineering analysis. The report will include the following: <br />• Site plan showing locations of the exploration. <br />• Description of the exploration sampling methods as well as soil test boring logs. <br />• Water levels encountered in the borings. <br />• Depths to rock, if encountered in the borings. <br />• Laboratory test results. <br />• Depth and location of unsuitable materials, if encountered in borings. <br />• Foundation recommendations for proposed structure at the site. These recommendations will be <br />based on anticipated loads provided by the structural engineer and foundation bearing capacity. <br />• General information regarding site preparation including re-use of on-site soils as fill, identification <br />of deleterious soils encountered in the borings, impact of weather and construction equipment on <br />grading, fill compaction recommendations, and preparation of soil subgrades. <br />• Pavement thickness recommendations. <br />• Seismic Site Classification in accordance with the North Carolina Building Code. <br />• A Seasonal High Water Table Test (SHWT) report sealed by a licensed soil scientist (LSS) in the <br />State of North Carolina. <br /> <br />WATER/WASTEWATER SERVICES <br />Task U01 - Hydrant Flow Testing <br />To determine the hydraulic boundary conditions for the project site, Timmons Group will perform the following <br />tasks: <br />• Request waterline mapping from the Town of Hillsborough and assess the existing water system <br />near the project site to determine the appropriate hydrant(s) to perform the hydrant flow testing. <br />• Coordinate with the Town of Hillsborough to perform one (1) instantaneous hydrant flow test at <br />or near the proposed point of connection to the existing water system. <br />• Perform all field hydrant flow testing during one site visit. <br />• Provide a flow test summary report incorporating the results of the test(s), a map showing the <br />locations of the test hydrant(s) and an available pressure vs. flow curve based on the results. <br /> <br /> <br />Task U02 - Water System Hydraulic Analysis <br />To determine the hydraulic performance of the proposed water system, Timmons Group will perform the <br />following tasks: <br />• Calculate domestic demands based on NCDEQ Regulations, Local Regulations, fixture count, <br />and/or engineering judgment. <br />• Build a computerized hydraulic model of the development based on the current utility design. <br />Docusign Envelope ID: A2263B78-7746-40A2-A238-D34F6FAD8083
The URL can be used to link to this page
Your browser does not support the video tag.