My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Marshbank Construction 5/9/2016
>
Contracts
>
Capital Contract
>
Marshbank Construction 5/9/2016
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/4/2018 9:23:23 AM
Creation date
5/20/2016 10:28:35 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
Marshbank Construction
Approval Date
5/9/2016
Council Approval Date
4/16/2016
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
41st St to W Marine View Dr Corridor Imprvts
Public Works WO Number
PW 3472
Tracking Number
0000049
Total Compensation
$2,758,753.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Marshbank Construction 1/25/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
MARSHBANK CONSTRUCTION 3/26/2018 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Marshbank Construction 6/26/2017 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.
/
428
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 /> I <br /> 1 descriptions of two additional primary control points for every additional three miles of <br /> 2 project length. Primary control points will be described by reference to the project I 3 alignment and the coordinate system and elevation datum utilized by the project. In <br /> 4 addition, the Contracting Agency will supply horizontal coordinates for the beginning <br /> 5 and ending points and for each Point of Intersection (PI) on each alignment included in <br /> I <br /> 6 the project. <br /> 7 <br /> 8 The Contractor shall ensure a surveying accuracy within the following tolerances: <br /> 9 <br /> 10 Vertical Horizontal <br /> 11 Slope stakes ±0.10 feet ±0.10 feet <br /> 12 Subgrade grade stakes set <br /> I <br /> 13 0.04 feet below grade ±0.01 feet ±0.5 feet <br /> 14 (parallel to alignment) <br /> 15 ±0.1 feet <br /> I <br /> 16 (normal to alignment) <br /> 17 <br /> 18 Stationing on roadway N/A ±0.1 feet I 19 Alignment on roadway N/A ±0.04 feet <br /> 20 Surfacing grade stakes ±0.01 feet ±0.5 feet <br /> 21 (parallel to alignment) I 22 ±0.1 feet <br /> 23 (normal to alignment) <br /> 24 I 25 Roadway paving pins for <br /> 26 surfacing or paving ±0.01 feet ±0.2 feet <br /> 27 (parallel to alignment) <br /> 28 ±0.1 feet <br /> 29 (normal to alignment) <br /> 30 <br /> 31 The Contracting Agency may spot-check the Contractor's surveying. These spotI <br /> - <br /> 32 checks will not change the requirements for normal checking by the Contractor. <br /> 33 <br /> 34 When staking roadway alignment and stationing, the Contractor shall perform <br /> I <br /> 35 independent checks from different secondary control to ensure that the points staked <br /> 36 are within the specified survey accuracy tolerances. <br /> 37 <br /> I <br /> 38 The Contractor shall calculate coordinates for the alignment. The Contracting Agency <br /> 39 will verify these coordinates prior to issuing approval to the Contractor for commencing <br /> 40 with the work. The Contracting Agency will require up to seven calendar days from the I 41 date the data is received. <br /> 42 <br /> 43 Contract work to be performed using contractor-provided stakes shall not begin until the <br /> I <br /> 44 stakes are approved by the Contracting Agency. Such approval shall not relieve the <br /> 45 Contractor of responsibility for the accuracy of the stakes. <br /> 46 <br /> 47 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are <br /> I <br /> 48 needed that are not described in the Plans, then those stakes shall be marked, at no <br /> 49 additional cost to the Contracting Agency as ordered by the Engineer. <br /> 50 <br /> I <br /> 4151 STREET TO WMVD FREIGHT I CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 SP-24 February 10,2016 <br />
The URL can be used to link to this page
Your browser does not support the video tag.