My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Rodarte Construction Inc 2/14/2018
>
Contracts
>
Capital Contract
>
Rodarte Construction Inc 2/14/2018
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/20/2019 9:56:41 AM
Creation date
2/20/2018 9:52:10 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
Rodarte Construction Inc
Approval Date
2/14/2018
Council Approval Date
1/24/2018
Department
Public Works
Department Project Manager
Nasr Souheil
Subject / Project Title
Legion Golf Course Stormwater Detention
Public Works WO Number
UP3620
Tracking Number
0001067
Total Compensation
$3,760,658.25
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Rodarte Construction Inc 10/30/2019 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
RODARTE CONSTRUCTION INC 12/18/2018 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
RODARTE CONSTRUCTION INC. 6/12/2019 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
398
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
I <br /> 1. Lean concrete as specified in Section 31 23 24, Flowable Fill,with compressive strength <br /> of 100 psi. <br /> 2. Structural concrete as specified in Section 03 11 00, Concrete Work with compressive <br /> strength of 3,000 psi. <br /> D. Drain Rock: Coarse Aggregate Type A2,Granular Drain Backfill Material with gradation as <br /> shown in the Drawings and specified in Section 31 05 16,Aggregates for Earthwork. <br /> E. Sand: As specified in Section 31 05 16,Aggregates for Earthwork. <br /> F. Trench Stabilization Material: Coarse Aggregate Type Al, Dense-Graded Aggregate, 2-1/2"- <br /> I0 gradation as specified in Section 31 05 16,Aggregates for Earthwork. <br /> 2.2 MARKING TAPE <br /> A. Detectable: <br /> 1. Solid aluminum foil,visible on unprinted side, encased in protective high visibility, inert <br /> polyethylene plastic jacket. <br /> 2. Foil Thickness: Minimum 0.35 mils. <br /> 3. Laminate Thickness: Minimum 5 mils. <br /> 4. Width: 6 inches. <br /> 5. Identifying Lettering: Minimum 1-inch high,permanent black lettering imprinted <br /> continuously over entire length. <br /> 6. Joining Clips: Tin or nickel-coated furnished by tape manufacturer. <br /> 7. Manufacturers and Products: <br /> a. Reef Industries; Terra Tape, Sentry Line Detectable. <br /> b. Mutual Industries; Detectable Tape. <br /> c. Presco; Detectable Tape. <br /> B. Color: In accordance with APWA Uniform Color Code for Temporary Marking of <br /> Underground Facilities and as specified in NEMA Z535.1, Safety Color Code. <br /> Color Facility <br /> Red Electric power lines,cables, conduit, and lightning cables <br /> Orange Communicating alarm or signal lines, cables, or conduit <br /> Yellow Gas, oil, steam, petroleum, or gaseous materials <br /> Green Sewers and drain lines <br /> Blue Potable water <br /> Purple Reclaimed water,irrigation, and slurry lines _ <br /> I <br /> Legion Golf Course Stormwater Detention Project Trenching <br /> WO#UP3620 31 23 17 - 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.