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Thomco Construction Inc. 6/14/2021
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Thomco Construction Inc. 6/14/2021
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Last modified
6/23/2022 10:53:29 AM
Creation date
6/18/2021 10:03:52 AM
Metadata
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Contracts
Contractor's Name
Thomco Construction Inc.
Approval Date
6/14/2021
Council Approval Date
5/19/2021
Department
Public Works
Department Project Manager
Amie Roshak
Subject / Project Title
Water Main Replacement V
Public Works WO Number
UP3730
Tracking Number
0002953
Total Compensation
$1,924,004.26
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Thomco Construction Inc. 6/22/2022 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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NOTES <br /> 1. "V"GROOVES SHALL BE SPACED TO CORRESPOND <br /> TO THE MARKINGS IN EXISTING SIDEWALKS,OR AS <br /> DIRECTED BY THE ENGINEER. <br /> B B 2. ALL UTILITY POLES,METER BOXES AND OTHER <br /> OBSTRUCTIONS SHALL HAVE FULL DEPTH 3/8" <br /> 1 ♦ EXPANSION JOINT MATERIAL PLACED AROUND <br /> THEM. <br /> A PT A PT 3. ALL SIDEWALK EDGES SHALL HAVE 1/2"RADIUS. <br /> 4. MINIMUM WIDTH OF SIDEWALK IS 6'(NOT <br /> INCLUDING THE WIDTH OF THE CURB). <br /> 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS <br /> AT CORNERS,BUT NOT ON TANGENT SECTIONS. <br /> ALL CURB RAMPS SHALL HAVE A THICKENED EDGE <br /> TO THE DEPTH OF THE ADJACENT CURB,INCLUDING <br /> CURB RAMPS BUILT ON TANGENT SECTIONS OF <br /> SIDEWALK.MONOLITHIC CURB AND SIDEWALK <br /> CONFORMING TO STD DWG 312 DO NOT REQUIRE <br /> ADDITIONAL THICKENED EDGE. <br /> 6. FOR CURB RAMP DETAILS SEE STANDARD <br /> PC PC DRAWINGS 318,319 AND 320. <br /> COLD JOINT <br /> TYPE"A" <br /> COLD JOINT THICKENED EDGE <br /> 2%MAX <br /> 2°k MAX 2%MAX <br /> 9 <br /> A <br /> p a 18" <br /> SECTION A-A SECTION B-B SECTION C-C <br /> _° CITY OF EVERETT <br /> oa <br /> PUBLIC WORKS DEPARTMENT <br /> RYAN SASS I TOM HOOD I PAU I*".i� <br /> 00 <br /> LWILHEIM WBB O7Z1/2D18 <br /> CEMENT <br /> CONCCRETE RN RSDEWALK 313� <br /> � I <br /> 111111 N 111111 - - r - 11111 M - NW W W - - W KM E MI <br />
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