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 /> volume Rock: Solid mineral material,including boulders, solid bedrock,or ledge rock,w ith vo ume in <br /> excess of 1/2 cubic yard or solid material which,by actual demonstration,cannot be reasonably <br /> excavated with suitable machinery as defined herein. The Engineer may waive the <br /> requirements for actual demonstration if the material encountered is well-defined rock. <br /> H. Rock Removal: Removal of rock as defined herein by systematic and continuous drilling, I <br /> hammering,breaking, splitting or other methods approved by the Engineer. <br /> I. Spoils: Excavated materials from Site unsuitable for use as fill or not required for backfill and I <br /> grading. <br /> J. Unsuitable Materials: See Spoils. <br /> 1.3 REFERENCES <br /> A. Local utility standards when working within 24 inches of utility lines. <br /> 1.4 SUBMITTALS <br /> A. Section 01 33 00- Submittal Procedures: Requirements for submittals. <br /> B. Excavation support plan and utility protection plan as specified in Section 31 50 00,Excavation <br /> Support and Protection. <br /> 1.5 QUALITY ASSURANCE <br /> A. Allowable Tolerances: Finalgrades shall be plus or minus 0.1-foot. <br /> B. Provide adequate survey control to avoid unauthorized overexcavation. I <br /> C. Weather Limitations: • <br /> 1. Material excavated when frozen or when air temperature is less than 32 degrees F shall not <br /> be used as fill or backfill until material completely thaws. <br /> 2. Material excavated during inclement weather shall not be used as fill or backfill until after <br /> material drains and dries sufficiently for proper compaction. <br /> PART 2 PRODUCTS -Not Used <br /> PART 3 EXECUTION <br /> 3.1 PREPARATION I <br /> I <br /> Legion Golf Course Stormwater Detention Project Excavation <br /> WO#UP3620 31 23 16-2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.