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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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Template:
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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( 1 <br /> NOTES <br /> ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD <br /> ASSURES FABRIC IS FIRMLY SPECIFICATIONS 8-01.3(9)A 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT <br /> HELD BY THE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM <br /> AROUND IN A WAY THAT FLOWING AROUND THE ENDS OF THE FENCE. <br /> REDUCES THE POTENTIAL <br /> FOR FABRIC TEARING 2. PERFORM MAINTENANCE IN ACCORDANCE WITH <br /> FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A <br /> , .11111111. POST EVERY 6"IN O.C. AND 8-01.3(15). <br /> BACKUP SUPPORT IIIIIIII'F', <br /> 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS <br /> ,IIIIII'I P.. - OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN <br /> BACKFILLED& IIIIIIIIIII�� 'td N LOW OR SUMP AREAS,THE FENCE MAY NEED TO <br /> COMPACTED �I'lilllllII ,.},+., SELF-LOCKING TIE-NYLONS BE REINSTALLED UNLESS OTHERWISE APPROVED. <br /> NATIVE SOIL ,.,r ''�� 6/6(MIN GRADE) <br /> GEOTEXTILE c...,,, 120#MIN TENSILE STRENGTH, 4. INSTALL SILT FENCING PARALLEL TO MAPPED <br /> ....III <br /> "" UV STABILIZED <br /> FLO CONTOUR LINES. <br /> W = ...4:'. <br /> %.;;::::,:y;�:{ 5. DURING EXCAVATION,MINIMIZE DISTURBING <br /> THE GROUND AROUND TRENCH AS MUCH AS IS <br /> �, if��;; �� _ FEASIBLE,AND SMOOTH SURFACE FOLLOWING <br /> �.:;., � d EXCAVATION TO AVOID CONCENTRATING FLOWS. <br /> )4,'''' ' \� COMPACTION MUST BE ADEQUATE TO PREVENT <br /> BURY GEOTEXTILE 4'v' <br /> IN TRENCH IIi UNDERCUTTING FLOWS. <br /> II GEOTEXTILE FOR SILT FENCE OFF BACKUP SUPPORT <br /> N g SEE STANDARD SPECIFICATION �0�, STEEL POST '''I'�' (TYPICAL) <br /> II:Li SECTION 9-33.2(1),TABLE 6 y,� FJ (TYPICAL) /`<',I'lll <br /> TYPICAL INSTALLATION DETAIL �p/��� ;1'_'` ',:',-/ O(VI'. FABRIC ����' ) ���// <br /> .,..;14.0" /Q(LO�� (GEOTEXTILE) �,�+�,�,�lll/ <br /> 01#11411. <br /> fei:�� (TYPICAL) �f'��{� <br /> INSTALL BACKUP SUPPORT FOR yyili I I A��I�I����'I'1THE GEOTEXTILE SEE STANDARD i �I�I�I�I'I'/SPECIFICATION SECTION 8.01.3(9)A ,�,�'���� ' <br /> IN It��� QP��N� �L 11 <br /> °3, ( �p�-��P�� SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br /> 6A .��C� TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br /> i Q(�0 FENCE AT THE OVERLAP. <br /> Li <br /> SPLICE DETAIL <br /> LI — � 19 <br /> TYPICAL SILT FENCE WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE <br /> i <br /> W WITH BACKUP SUPPORT EXCEPT STEEL POST REQUIRED <br /> Di <br /> [IJ ��oP�,�P ISOMETRIC4,77.CITY OF EVERETT <br /> ill � 9V' cµ. PUBLIC WORKSF 17/DEPARTMENT <br /> O� . "WAN SASS I HEATHER GRIFFINI PAU ILHELM Ip�ESH 63/ 2017 <br /> mmeIEI.IS <br /> n.xo.rn w.Hwer <br /> I ° <br /> TEMPORARY SILT FENCE 214 <br /> I I <br /> IIIIII O 11111 1111111 UM 1111111 IIIIII IIIIIII 11111 MIN I N 111111 N 0111 r M <br />
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