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Marshbank Construction 5/9/2016
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Marshbank Construction 5/9/2016
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Entry Properties
Last modified
5/4/2018 9:23:23 AM
Creation date
5/20/2016 10:28:35 AM
Metadata
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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
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1 8110363. 0139 <br /> 2 Bark or Wood Chip Mulch <br /> 3 <br /> 4 $i 021s:INSiGR8 <br /> 5 Section 8-02.3(11) is supplemented with the following: <br /> 6 111 <br /> 7 F8 0 11 ..OP ;-N1ULG1 ' OQ��, <br /> 8 (April 2, 2012) <br /> 9 Bark mulch or wood chip mulch shall be placed to a uniform non-compacted depth <br /> 10 of !`**24NCHES***over all planting areas. <br /> 11 <br /> 12 Bark or wood chip mulch shall not be placed in areas of standing or flowing water. <br /> 13 <br /> 14 CQE° . 04>_Cu `: ..4 <br /> 15 8-04 CURBS, GUTTERS, AND SPILLWAYS <br /> 16 (******) <br /> 17 <br /> 18 SECTION 8-04.1 OF THE STANDARD SPECIFICATIONS IS DELETED AND REPLACED <br /> 19 BY THE FOLLOWING: <br /> 20 <br /> 21 8-04.1 Description <br /> 22 <br /> 23 "Cement Concrete Curb and Gutter Type A-1", "Cement Concrete Curb Type " and <br /> 24 "Asphalt Concrete Curb", shall be in accordance with Section 8-04 of the Standard <br /> 25 Specifications as modified in these Special Provisions and shall conform to the I <br /> 26 Construction Plans and Standard Drawings. <br /> 27 <br /> 28 SECTION 8-04.3(1) OF THE STANDARD SPECIFICATIONS IS SUPPLEMENTED BY <br /> 29 THE FOLLOWING: <br /> 30 <br /> 31 8-04.3 Construction Requirements <br /> 32 <br /> 33 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways <br /> 34 <br /> 35 Joints shall be dummy joints at a maximum spacing of 15' with 1/2" through- <br /> 36 expansion joints at beginning of curves, at curb return tangency points, at each <br /> 37 side of catch basins, and at driveways. <br /> 38 <br /> 39 The subbase for curb and gutter sections shall be compacted to 95% density at <br /> 40 optimum moisture content before placing the curb and gutter. <br /> 41 <br /> 42 The top of the finished concrete shall not deviate more than 1/8" in 10', nor the <br /> 43 alignment 1/4" in 10'. <br /> 44 <br /> 45 Where shown on the plans, or as directed by the Engineer, the concrete curb will <br /> 46 be depressed for wheelchair ramps and driveways, per Standard Drawings No. <br /> 47 306A, 310A, 310B, 310C, 310D and 311. 1 <br /> 41St STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 SP-96 February 10,2016 <br />
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