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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
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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. THIS DRAWING DEPICTS A MINIMUM <br /> 4'MIN STRUCTURAL AND DIMENSIONAL STANDARD FOR <br /> NEIGHBORHOOD DELIVERY&COLLECTION BOX <br /> UNIT(NDCBU)AND PADS FOR SPECIFIC POSTAL <br /> r 2'MIN CLEAR REQUIREMENTS CONTACT THE POSTMASTER. <br /> CONCRETE PAD �T. -•'"'' , ` i 2. MAILBOXES MUST BE POSTMASTER APPROVED <br /> JI POSTAL ACCESS SIDE PATRON ACCESS SIDE WITH A UNIFORM BOX STYLE AND METHOD OF <br /> NDCBU BOX t� 2'MIN CLEAR ADDRESS IDENTIFICATION. <br /> k?r 3. LOCATIONS OF MAILBOXES ARE SUBJECT TO <br /> II --- <br /> z 1 APPROVAL BY THE CITY ENGINEER FOR <br /> cc z I v } BASE PLATE AND BOLT PROTECTION OF VIEWS AND ACCESS. <br /> w w w I PATTERN PER NDCBU <br /> a SEE NOTES { <br /> _� � x`" MANUFACTURER 4. INSTALLATION OF DRAINAGE CULVERT MAY BE <br /> D- 2 w a 3 NECESSARY IN AREAS WHERE THERE IS NO <br /> m N 3 Q SEE STD DWG 312 00% CONCRETE SIDEWALK AND THE REQUIRED <br /> o r • J SETBACK SPANS A ROADSIDE DITCH.ACCESS TO <br /> i 0.-..- . H ^ L SUCH STRUCTURES WILL HAVE A MAX.SLOPE OF <br /> 2% <br /> • - •.:� � F .;. • 1SI AND SHALL HAVE A PAD CONSISTING OF A <br /> .,=:^•,;» .�,.. ,: �ti/q MINIMUM OF 2"OF CRUSHED SURFACING TOP <br /> EDGE OF c.1 1;,{' 1 " COURSE COMPACTED TO 95%MAXIMUM <br /> TRAVELED WAY L#4 @ 14"EW DENSITY. <br /> L CURB&GUTTER <br /> SETBACK PLAN SIDE ELEVATION WITH SIDEWALK 5. ALL MAILBOX STRUCTURES SHALL BE PLACED <br /> BACK OF SIDEWALK WITH NO PORTION OF BOX <br /> OR STRUCTURE PROTRUDING INTO THE <br /> SIDEWALK.IF NO SIDEWALK EXISTS SETBACK WILL <br /> BE SET BY THE CITY ENGINEER. <br /> 6. SUGGESTED SOURCE SECURITY MANUFACTURING <br /> CORPORATION(800)762-6937,8000 SERIES <br /> PEDESTAL BOXES,SALSBURY INDUSTRIES(800) <br /> 323-3003 OR POSTAL APPROVED EQUAL. <br /> POSTAL ACCESS SIDE PATRON ACCESS SIDE 7. PLACEMENT LOCATION OF PEDESTAL PARCEL <br /> LOCKER WILL BE APPROVED BY THE CITY <br /> ENGINEER AND THE POSTAL SERVICE. <br /> I • • • F-i BASE PLATE AND BOLT <br /> 3 t SEE NOTE 5 *-i PATTERN PER NDCBU <br /> MANUFACTURER <br /> E NDCBU=31"MIN CLASS 3000 <br /> f PARCEL BOX 20"MIN CONCRETE PAD SEE NOTE 4 tp�j <br /> 1 �_ ti <br /> il <br /> #4 @ 14"EW 1/2"x 6"x 1-1/ `\= . \. <br /> CITY OF EVERETT <br /> ANCHOR BOLTS PUBLIC WORKS DEPARTMENT <br /> Ti FRONT ELEVATION SIDE ELEVATION WITH OUT SIDEWALK'.7 ft TOMHOA YAH SASS ID I_AV ILHELM I' H 17/26720 <br /> l 4 ".xw.no..wxKx. <br /> Ig$ NDCBU MAILBOX CLUSTER 329 <br /> i, <br /> r <br /> 1111. MO OM - M MI MI M 11111 MI E r - M - - - - r <br />
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