Attachment 13 - Revised PSE Utility Drawings.pdf

21 MB Posted

Attached to
Repairs to McChord Bridge – Barnes Blvd
Solicitation number
W912DW24B0Y1Y
Issued by

About this file

Written by GovTribe AI ·

This solicitation is for repairs to the McChord Bridge on Barnes Boulevard at Joint Base Lewis-McChord in Washington. The contractor shall furnish all labor, personnel, equipment, materials, tools, supervision, and transportation to perform all tasks outlined in the statement of work. This is a 100% small business set-aside restricted to 8(a) firms only, with a NAICS code of 237310 and size standard of $45 million. The magnitude of construction for the anticipated contract is estimated between $7.5 million and $15 million. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Seattle.

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Other files

File Type Posted
OF1419 Abstract of Bids for Barnes Blvd. Bridge Repairs (Signed).pdf PDF
Attachment 19 - Replacement Drawing TO-02 TELECOM SITE PLAN in Attachment 2.pdf PDF
W912DW24B0Y1Y - Amendment 0006.pdf PDF
Attachment 18 - Replacement Drawing TO-01 TELECOM LEGEND in Attachment 2.pdf PDF
W912DW24B0Y1Y Amendment 0004.pdf PDF
Attachment 14 - Replacement Drawing CU102 NEC Profile Details in Attachment 2 (Rev 1).pdf PDF
W912DW24B0Y1Y - Repair Barnes Blvd. - IFB Amendment 0006.pdf PDF
W912DW24B0Y1Y Amendment 0003.pdf PDF
W912DW24B0Y1Y Amendment 0002.pdf PDF
Attachment 20 - Replacement Drawing CU101 UTILITIES PLAN in Attachment 2.pdf PDF
W912DW24B0Y1Y Amendment 0001.pdf PDF
Attachment 7 - Barnes Blvd Temporary Bridge Detour Requirements and Details (Rev 1).pdf PDF
Attachment 1 - SPECIFICATIONS Revised Barnes Blvd Bridge McChord IFC 2024-03-15.pdf PDF
W912DW24B0Y1Y - Repair Barnes Blvd. - IFB Amendment 0005.pdf PDF
W912DW24B0Y1Y Amendment 0005.pdf PDF
Attachment 1 - SPECIFICATIONS Revised Barnes Blvd Bridge McChord IFC 2024-03-06.pdf PDF
W912DW24B0Y1Y Amendment 0004.pdf PDF
Attachment 16 - Replacement Drawing S 135 Utility Bridge Typical Section in Attachment 2 (Rev 1).pdf PDF
Attachment 17 - Replacement Drawing S-132 Pedestrian Rail Detail 1 in Attachment 2 (Rev 1).pdf PDF
W912DW24B0Y1Y - Repair Barnes Blvd - IFB Amendment 0004.pdf PDF
W912DW24B0Y1Y - Repair Barnes Blvd - IFB Amendment 0003.pdf PDF
W912DW24B0Y1Y Amendment 0003.pdf PDF
Attachment 17 - Replacement Drawing S-132 Pedestrian Rail Detail 1 in Attachment 2.pdf PDF
Attachment 16 - Replacement Drawing S-135 Utility Bridge Typical Section in Attachment 2.pdf PDF
W912DW24B0Y1Y Amendment 0002.pdf PDF
Attachment 15 - WADOT Aluminum Pedestrian Rail Details.pdf PDF
Attachment 1 - SPECIFICATIONS Revised Barnes Blvd Bridge McChord IFC 2024-02-21.pdf PDF
W912DW24B0Y1Y - Repair Barnes Blvd - IFB Amendment 0002.pdf PDF
Site Visit Sign-In Sheet - Repair Barnes Bridge.pdf PDF
Attachment 14 - Replacement Drawing CU102 NEC ProfileDetails in Attachment 2.pdf PDF
Attachment 10 - Utility Contacts Fees Responsiblities (Rev 01).pdf PDF
W912DW24B0Y1Y Amendment 0001.pdf PDF
W912DW24B0Y1Y - Repair Barnes Blvd - IFB Amendment 0001.pdf PDF
Attachment 1 - SPECIFICATIONS Revised Barnes Blvd Bridge McChord IFC 2024-02-09.pdf PDF
Attachment 3 - 2023-11-14 McChord Field Bridges Stormwater Drainage Plan (Rev 1).pdf PDF
Attachment 1 - SPECIFICATIONS Revised Barnes Blvd Bridge McChord IFC.pdf PDF
Attachment 5 - Stream Work to follow Nationwide USACE Permit 2021-NWP14-Enclosure-20220511.pdf PDF
Attachment 2 - 2023-11-17 100 Series - IFC Plans 11x17 (Rev 01).pdf PDF
Attachment 10 - Utility Contacts Fees Responsiblities.pdf PDF
Submittal Register - Barnes Blvd. Bridge Repairs.xlsx XLSX spreadsheet
Attachment 4 - 2021-12-22 McChord Geotech Bridge Foundation Report.pdf PDF
Attachment 7 - Barnes Blvd Temporary Bridge Detour Requirements and Details.pdf PDF
Attachment 12 - FAA Form 7460-1 052026.pdf PDF
Attachment 11 - Draft Property Barnes Blvd 2021-10-12 Form DD 1354.pdf PDF
JA Brand Name - Repair Barnes Blvd Redacted.pdf PDF
W912DW24B0Y1Y - Repair Barnes Blvd - IFB.pdf PDF
Attachment 9 - 2021-11-11 McChord H-H Analysis Report.pdf PDF
Attachment 8 - Temp Stockpile Lining Diagram.pdf PDF
Attachment 6 - Standard Operating Procedures for use of Grays Army Airfield Borrow Source Pit.pdf PDF
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32+00 32+50

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CALL (800) 424-5555

2 BUSINESS DAYS BEFORE YOU DIG

RELOCATE EX. 8" HP MAIN (PHASE 1)

BARNES BLVD BRIDGE REPLACEMENT

JBLM, WA 98499

109125385

3D11-304 1/10

PLOT PLAN

FITTER'S CHECKLIST

DRAWING SHEET INDEX

BA

R

N

ES

B

LV

D

LEVITOW BLVD

PA

R

KI

N

G

LO

T

CLOVERCREEK

PROJECT CONTACT LIST FOR JOB# 109125385

REVISIONS

RETIRE 8" STW 20'

INSTALL 8" STW 60'

TYPE/

WORK

PIPE

SIZE TYPE EST

LENGTH

ACT

LENGTH MANUFACTURER

GAS MAIN INSTALLATION/RETIREMENT

GAS MAIN PRESSURE AND TESTING

CLOVER

CREEK

LEGEND

SA

P

O R

D

ER

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DR

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PROJECT MANAGER CONTACT INFO

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EMAIL

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CELL PHONE

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MATT FOSTER

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DWG NUMBER

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SCALE:

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SAP ORDER NUMBER

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REV

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1/4 SECTION

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OP MAP

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GAS WK CTR

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NAME

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PHONE

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DATE

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REAL ESTATE/EASEMENT

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PERMIT

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THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES

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M.FOSTER

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T.SAYAVONG

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R.LANG

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P.DAO

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J.EWING

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M.HAACK

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PIERCE

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PGRPC016

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SE 12-19-02 E

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SCALE:

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(CHECK BOX TO CONFIRM COMPLETION)

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INSPECTED STEEL AND PE PIPE PER GOS 2450.1400 AND 2450.1500.

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REVIEWED AND COMPLIED WITH ALL CONSTRUCTION NOTES.

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RECORDED ALL REQUIRED INFORMATION ON THE AS-BUILT PER GOS 2500.1700.

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COMPLETED POST INSTALLATION INSPECTION PER GOS 2525.1200 AND 2525.2700.

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LEFT THE WORK AREA IN A CLEAN AND SAFE CONDITION.

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FOREMAN'S SIGNATURE:

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FOREMAN'S NAME (PRINTED):

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COMPANY:

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DATE:

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AutoCAD SHX Text 4680 06/11

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INCLUDE W/CURRENT JOB

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DWG #

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SHEET

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SHEET DESCRIPTION

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REV #

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PLOT PLAN

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NOTES

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BILL OF MATERIALS

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DETAIL 1

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SECTIONS A, B

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SECTIONS C, D

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VALVE DETAILS

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TRENCH DETAIL

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DOCUMENTATION TABLES

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BLANK SHEET FOR AS-BUILT FIELD MARKINGS

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SCALE IN FEET

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EX 8" STW HP 6'W W. EDGE SIDEWALK 72S467

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EX 4" STW HP LOCATE IN FIELD 71-485

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EX 2" MPE IP 37'E 107018377

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EX 2" STW IP 17'E 107018377

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EX 8" STW HP LOCATE IN FIELD 71S485

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EX RS-2350

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17'E ROPE 27'E

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EXISTING MAIN ID: 021.C-1 PROPOSED MAIN ID: 021.C-1-B

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EX SVC VALVE 40'E

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FUTURE UTILITY BRIDGE

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FUTURE VEHICLE BRIDGE

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FUTURE RETAINING POND

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PROPOSED 8" STW HP MAIN BYPASS

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EX 4" STW IP 15'S 9808819

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EX 4" STW IP 122'N - 94'N 9808819

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EX 2" MPE IP 17'E 107018377

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EX 6" ST CASING

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TITLE

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NAME

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OFFICE

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CELLULAR

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EMAIL

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PROJECT MANAGER

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PROJECT ENGINEER

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CORROSION ENGINEER

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PRESSURE CONTROL TECH

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CATHODIC PROTECTION TECH

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ENGINEERING SPECIALIST

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CONSTRUCTION MANAGER

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INSTRUMENTATION TECH

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GAS CONTROL SUPERVISOR

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BOB FORBES

AutoCAD SHX Text 425-462-4657

AutoCAD SHX Text 425-495-6319

AutoCAD SHX Text bob.forbes@pse.com

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QUALITY ASSURANCE & INSPECTION SUPERVISOR

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CARLTON BOOP

AutoCAD SHX Text 206-716-2740

AutoCAD SHX Text 425-531-8226

AutoCAD SHX Text carlton.boop@pse.com

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MATT FOSTER

AutoCAD SHX Text matt.foster@pse.com

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text 425-766-0220

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TONY SAYAVONG

AutoCAD SHX Text tony.sayavong@pse.com

AutoCAD SHX Text 425-424-7828

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MICHAEL HAACK

AutoCAD SHX Text michael.haack@pse.com

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VACANT

AutoCAD SHX Text 206-571-7910

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STEVE JENSEN

AutoCAD SHX Text steven.jensen@pse.com

AutoCAD SHX Text 253-476-6216

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ROBERT LANG

AutoCAD SHX Text robert.lang@pse.com

AutoCAD SHX Text 425-766-3390

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CASEY CHAMBERLAIN

AutoCAD SHX Text casey.chamberlain@pse.com

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PROJECT PHASE

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NOTIFICATION #

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ORDER #

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GAS

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SAP SUPERIOR

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AutoCAD SHX Text 109125385

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SERVICE/METER

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SERVICE/METER

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SERVICE/METER

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IND SERVICE

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IND MSA

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DIS REG/FT

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HP SVC/MSA

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RELOCATE

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RETIREMENT

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REV

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DESCRIPTION

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BY

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ENG

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APP

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PM

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DATE

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ISSUED FOR CONSTRUCTION PER WO #109125385

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RL

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PD

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MH

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TS

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JBE

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MF

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SOAP

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AIR

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NITROGEN

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WATER

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PRESSURE

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TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928

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DESIGN PRESS

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SYSTEM MAOP

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SUPERIOR ORDER 109125385 - INSTALL HP MAIN (PHASE 1)

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SUBORDER 108617045 - RETIRE HP MAIN (PHASE 1)

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SUBORDER 109149556 - INSTALL HP MAIN (PHASE 2)

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SUBORDER 108643489 - RETIRE HP MAIN (PHASE 2)

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SUBORDER 109141081 - INSTALL IP MAIN

SUBORDER 108633716 - RETIRE IP MAIN

CALL (800) 424-5555

2 BUSINESS DAYS BEFORE YOU DIG

RELOCATE EX. 8" HP MAIN (PHASE 1)

BARNES BLVD BRIDGE REPLACEMENT

JBLM, WA 98499

109125385

3D11-304 2/10

GAS MAIN PRESSURE AND TESTING

FITTER'S CHECKLIST

NOTES FOR JOB: 109125385

REVISIONS

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PROJECT MANAGER CONTACT INFO

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EMAIL

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CELL PHONE

AutoCAD SHX Text 253-303-9373

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MATT FOSTER

AutoCAD SHX Text matt.foster@pse.com

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DWG NUMBER

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SCALE:

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SAP ORDER NUMBER

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REV

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1/4 SECTION

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OP MAP

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PLAT MAP

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GAS WK CTR

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EMER SECTION

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COUNTY

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MAPPING

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CP APP

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APPROVED BY

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CHECKED BY

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DRAWN BY

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ENGINEER

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PROJECT MGR

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FUNCTION

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NAME

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PHONE

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REAL ESTATE/EASEMENT

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PERMIT

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THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES

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M.FOSTER

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T.SAYAVONG

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R.LANG

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P.DAO

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J.EWING

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M.HAACK

AutoCAD SHX Text 253-234-6396

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PIERCE

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PGRPC016

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SE 12-19-02 E

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NONE

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TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928

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DESIGN PRESS

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SYSTEM MAOP

AutoCAD SHX Text 2023 03/10

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(CHECK BOX TO CONFIRM COMPLETION)

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INSPECTED STEEL AND PE PIPE PER GOS 2450.1400 AND 2450.1500.

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REVIEWED AND COMPLIED WITH ALL CONSTRUCTION NOTES.

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RECORDED ALL REQUIRED INFORMATION ON THE AS-BUILT PER GOS 2500.1700.

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COMPLETED POST INSTALLATION INSPECTION PER GOS 2525.1200 AND 2525.2700.

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LEFT THE WORK AREA IN A CLEAN AND SAFE CONDITION.

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FOREMAN'S SIGNATURE:

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FOREMAN'S NAME (PRINTED):

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COMPANY:

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DATE:

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AutoCAD SHX Text 4680 06/11

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AutoCAD SHX Text SCOPE OF JOB: RELOCATE APPROX. 60' OF 8" HP MAIN (NEW MAIN ID: 021.C-1-B) PER SAP 60' OF 8" HP MAIN (NEW MAIN ID: 021.C-1-B) PER SAP ' OF 8" HP MAIN (NEW MAIN ID: 021.C-1-B) PER SAP 8" HP MAIN (NEW MAIN ID: 021.C-1-B) PER SAP " HP MAIN (NEW MAIN ID: 021.C-1-B) PER SAP 021.C-1-B) PER SAP ) PER SAP CONSTRUCTION ORDER NO. 109125385. RETIRE APPROX. 20' OF 8" HP MAIN (EXISTING MAIN ID: 109125385. RETIRE APPROX. 20' OF 8" HP MAIN (EXISTING MAIN ID: . RETIRE APPROX. 20' OF 8" HP MAIN (EXISTING MAIN ID: 20' OF 8" HP MAIN (EXISTING MAIN ID: OF 8" HP MAIN (EXISTING MAIN ID: 8" HP MAIN (EXISTING MAIN ID: HP MAIN (EXISTING MAIN ID: 021.C-1) PER SAP CONSTRUCTION ORDER NO. 108617045.108617045..

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AutoCAD SHX Text ALL CONSTRUCTION IS TO CONFORM TO PUGET SOUND ENERGY GAS STANDARDS AND GAS FIELD PROCEDURES.

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SHADING INDICATES EXISTING PIPING. (NOT ALL EXISTING PIPING IS SHADED)

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AutoCAD SHX Text PSE SERVICE PROVIDER OR CONTRACTOR TO CALL 1-800-424-5555 OR 811 TWO (2) WORKING DAYS PRIOR TO EXCAVATING TO LOCATE UNDERGROUND UTILITIES.

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AutoCAD SHX Text ANY CHANGE IN FACILITY ORIENTATION AND PIPE ROUTING, PIPE SIZE/TYPE, TIE-IN METHOD OR EQUIPMENT MUST BE APPROVED BY THE PSE ENGINEER ASSIGNED TO THE PROJECT.

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ALL PIPING TO BE COATED IN ACCORDANCE WITH PSE STANDARD 2600.1100.

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AutoCAD SHX Text TAP OUT ALL SAVE-A-VALVES WITH TAPPING EQUIPMENT. HOLES MAY BE FLAME CUT IF APPROVED BY A PSE QUALITY ASSURANCE INSPECTOR.

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AutoCAD SHX Text TAP OUT ALL TEES WITH TAPPING EQUIPMENT. DO NOT TAP OUT WITH A TORCH UNLESS AUTHORIZED BY A PSE ENGINEER ASSIGNED TO THE PROJECT.

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AutoCAD SHX Text WHEN REINFORCING A FLANGED TEE OR SELF TAPPING TEE W/ A WELDOLET, ENSURE THE TAPPING EQUIPMENT WILL STILL HAVE ADEQUATE RANGE IN ORDER TO COMPLETE THE TAP.

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AutoCAD SHX Text PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR OR SERVICE PROVIDER PER PSE STANDARD 2525.2500.

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AutoCAD SHX Text INSTALL VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.

AutoCAD SHX Text 12.

AutoCAD SHX Text NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.

AutoCAD SHX Text 13.

AutoCAD SHX Text

RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.

AutoCAD SHX Text 14.

AutoCAD SHX Text

GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.

AutoCAD SHX Text 15.

AutoCAD SHX Text COORDINATE CATHODIC PROTECTION WITH PSE CORROSION ENGINEER. CONTRACTOR OR SERVICE PROVIDER TO NOTIFY CORROSION CONTROL TECHNICIAN AT LEAST TWO (2) WORKING DAYS PRIOR TO START DATE.

AutoCAD SHX Text 16.

AutoCAD SHX Text NOTIFY PRESSURE CONTROL TECHNICIAN AT LEAST TWO (2) WORKING DAYS PRIOR TO WORKING ON STATION PIPING OR HP GAS MAIN.

AutoCAD SHX Text 17.

AutoCAD SHX Text SYSTEM MAOP = HP SYSTEM: 250 PSIG. IP SYSTEM: 60 PSIG.250 PSIG. IP SYSTEM: 60 PSIG. PSIG. IP SYSTEM: 60 PSIG.60 PSIG. PSIG.

AutoCAD SHX Text 18.

AutoCAD SHX Text ALL PAVING, INCLUDING ALL ROAD CROSSINGS, SHALL BE OPEN CUT EXCEPT WHERE SPECIFICALLY STATED OTHERWISE ON THE DRAWING OR PERMIT.

AutoCAD SHX Text 19.

AutoCAD SHX Text THE HP MAIN IS TO BE INSTALLED OVER EXISTING UTILITIES (STORM DRAIN, SEWER OR WATER) IF BOTH THE MINIMUM SEPARATION AND MAXIMUM COVER CRITERIA ARE MET PER PSE STANDARDS. PSE SERVICE PROVIDER OR CONTRACTOR SHALL COORDINATE CROSSINGS WITH EACH UTILITY TO ENSURE THAT THESE COVER AND CLEARANCE REQUIREMENTS ARE MET. WHERE THE HP MAIN IS INSTALLED UNDER AN EXISTING UTILITY, PROPER SUPPORT OF THAT UTILITY SHALL BE PROVIDED.

AutoCAD SHX Text 20.

AutoCAD SHX Text

REMOVE ABOVE GROUND PIPE AND VALVES.

AutoCAD SHX Text 21.

AutoCAD SHX Text PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS STANDARD 2525.3600.

AutoCAD SHX Text 22.

AutoCAD SHX Text ALL ABOVE GROUND STRUCTURAL COMPONENTS, INCLUDING ROOFING MATERIAL, TO BE HOT DIPPED GALVANIZED PER ASTM A123, FIELD WELDS AND TOUCH UP TO BE COATED WITH COLD APPLIED GALVANIZING COMPOUND.

AutoCAD SHX Text 23.

AutoCAD SHX Text VISUAL INSPECTION SHALL BE CONDUCTED ON EVERY WELD AND WELDS NOT PRESSURE TESTED MUST BE RADIOGRAPHICALLY INSPECTED PER PSE STANDARD 2700.1200. A MINIMUM OF 10% OF ALL WELDS (EXCLUDING TIE-INS AND CROSSINGS) SHALL BE RADIOGRAPHICALLY INSPECTED. 100% OF TIE-IN WELDS ON PIPE 6 INCHES OR LARGER AND 100% OF WELDS AT RAILROAD CROSSINGS, BRIDGE CROSSINGS, AND HIGHWAY CROSSINGS SHALL BE RADIOGRAPHICALLY INSPECTED. WORK SHALL BE PERFORMED UNDER SEPARATE CONTRACT WITH AND AT THE DISCRETION OF PUGET SOUND ENERGY.

AutoCAD SHX Text 24.

AutoCAD SHX Text REFER TO THE PSE ENGINEER ASSIGNED TO THE PROJECTS APPROVED PROCEDURE (8" HP MAIN (8" HP MAIN RELOCATION - 1121 LEVITOW BLVD, JNLM) FOR TESTING AND PURGING REQUIREMENTS. FOR TESTING AND PURGING REQUIREMENTS.

AutoCAD SHX Text 25.

AutoCAD SHX Text ALL STEEL HANGER MATERIALS SHALL BE GALVANIZED BEFORE AND AFTER FABRICATION PER AASHTO M 111 OR 232 EXCEPT FOR PIPE ROLL.

AutoCAD SHX Text 26.

AutoCAD SHX Text WHEN EXPOSED GALVANIZING IS DISALLOWED BY THE GOVERNING JURISDICTION, AN ALTERNATIVE COATING OR DUAL SYSTEM SUCH AS PAINT OVER GALVANIZING SHALL BE APPROVED BY THE PSE CORROSION ENGINEER.

AutoCAD SHX Text 27.

AutoCAD SHX Text COAT ALL ABOVE GROUND PIPE ON BRIDGE WITH THERMAL SPRAY METALIC COATING - 85Zn/15 Al IN ACCORDANCE WITH PSE SPECIFICATION.

AutoCAD SHX Text

REV

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DESCRIPTION

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BY

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CKR

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CP

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ENG

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APP

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PM

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DATE

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ISSUED FOR CONSTRUCTION PER WO #109125385

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RL

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PD

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MH

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TS

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JBE

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MF

FITTER'S CHECKLIST CALL (800) 424-5555

RELOCATE EX. 8" HP MAIN (PHASE 1)

BARNES BLVD BRIDGE REPLACEMENT

JBLM, WA 98499

109125385

3D11-304 3/10

GAS MAIN PRESSURE AND TESTING

REVISIONS

AutoCAD SHX Text

(CHECK BOX TO CONFIRM COMPLETION)

AutoCAD SHX Text

INSPECTED STEEL AND PE PIPE PER GOS 2450.1400 AND 2450.1500.

AutoCAD SHX Text

REVIEWED AND COMPLIED WITH ALL CONSTRUCTION NOTES.

AutoCAD SHX Text

RECORDED ALL REQUIRED INFORMATION ON THE AS-BUILT PER GOS 2500.1700.

AutoCAD SHX Text

COMPLETED POST INSTALLATION INSPECTION PER GOS 2525.1200 AND 2525.2700.

AutoCAD SHX Text

LEFT THE WORK AREA IN A CLEAN AND SAFE CONDITION.

AutoCAD SHX Text

FOREMAN'S SIGNATURE:

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AutoCAD SHX Text

FOREMAN'S NAME (PRINTED):

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AutoCAD SHX Text

COMPANY:

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AutoCAD SHX Text

DATE:

AutoCAD SHX Text

AutoCAD SHX Text 4680 06/11

AutoCAD SHX Text

PROJECT MANAGER CONTACT INFO

AutoCAD SHX Text

EMAIL

AutoCAD SHX Text

CELL PHONE

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

MATT FOSTER

AutoCAD SHX Text matt.foster@pse.com

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DWG NUMBER

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SCALE:

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SAP ORDER NUMBER

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REV

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1/4 SECTION

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OP MAP

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PLAT MAP

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GAS WK CTR

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EMER SECTION

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COUNTY

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MAPPING

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CP APP

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APPROVED BY

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CHECKED BY

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DRAWN BY

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ENGINEER

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PROJECT MGR

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FUNCTION

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NAME

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PHONE

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DATE

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REAL ESTATE/EASEMENT

AutoCAD SHX Text

PERMIT

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THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES

AutoCAD SHX Text N/A

AutoCAD SHX Text

M.FOSTER

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

T.SAYAVONG

AutoCAD SHX Text 425-424-7828

AutoCAD SHX Text

R.LANG

AutoCAD SHX Text 425-424-7826

AutoCAD SHX Text

P.DAO

AutoCAD SHX Text 253-395-6343

AutoCAD SHX Text

J.EWING

AutoCAD SHX Text 425-424-7824

AutoCAD SHX Text

M.HAACK

AutoCAD SHX Text 253-234-6396

AutoCAD SHX Text

PIERCE

AutoCAD SHX Text

AutoCAD SHX Text

PGRPC016

AutoCAD SHX Text

SE 12-19-02 E

AutoCAD SHX Text 252.050

AutoCAD SHX Text 255.055

AutoCAD SHX Text

NONE

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text

TEST TYPE

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SOAP

AutoCAD SHX Text

AIR

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NITROGEN

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WATER

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DATE ON

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START TIME

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TESTED BY

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DATE OFF

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STOP TIME

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PRESSURE

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TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

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TEST TYPE

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SOAP

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AIR

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NITROGEN

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WATER

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DATE ON

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START TIME

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TESTED BY

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DATE OFF

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STOP TIME

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PRESSURE

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TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text

TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928

AutoCAD SHX Text

DESIGN PRESS

AutoCAD SHX Text

SYSTEM MAOP

AutoCAD SHX Text 2023 03/10

AutoCAD SHX Text PC = PSE PRESSURE CONTROL WILL PROVIDE ITEM PO = NON STOCK ITEM CR = CONTRACTOR WILL PROVIDE ITEM ORDER #109125385

AutoCAD SHX Text

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POLYKEN TAPE, CP PIPE WRAP, 1" X 50'

AutoCAD SHX Text 6600899

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AutoCAD SHX Text

AutoCAD SHX Text

POLYKEN TAPE, CP PIPE WRAP, 2" X 50'

AutoCAD SHX Text 6600935

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

POLYKEN TAPE, CP PIPE WRAP, 4" X 50'

AutoCAD SHX Text 6600945

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

POLYKEN CP PIPE PRIMER, QUART CAN

AutoCAD SHX Text 6600615

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

POLYKEN CP PIPE PRIMER, GALLON CAN

AutoCAD SHX Text 6600625

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

H35 CP PIPE TAPE COAT, ABOVE GRADE, 2" X 75'

AutoCAD SHX Text 9997000

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

H35 CP PIPE TAPE COAT, ABOVE GRADE, 4" X 75'

AutoCAD SHX Text 9997004

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WAX TAPE, CP COATING, BELOW GROUND, 2"

AutoCAD SHX Text 9997592

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WAX TAPE, CP COATING, BELOW GROUND, 4"

AutoCAD SHX Text 9997038

AutoCAD SHX Text

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AutoCAD SHX Text

WAX TAPE, CP COATING, BELOW GROUND, 6"

AutoCAD SHX Text 9997591

AutoCAD SHX Text

AutoCAD SHX Text

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GLAS- WRAP (FOR WAX TAPE # 1)

AutoCAD SHX Text 9997057

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WAX TAPE PRIMER, CP COATING, GALLON

AutoCAD SHX Text 9995807

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THERMOCOUPLE, TYPE K 24AWG 12'

AutoCAD SHX Text 8500960

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THERMOCOUPLE, TYPE K 24AWG 24'

AutoCAD SHX Text 9995334

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

THERMOCOUPLE, TYPE K 24AWG 48'

AutoCAD SHX Text 9996482

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ROCK SHIELD, TUFF N NUFF, 54" X 40' ROLL

AutoCAD SHX Text 9997032

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CP SHIELD, 8" X 30" ROLL-ON 240 DEG.

AutoCAD SHX Text 7600560

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CP SHIELD, 12" X 30" ROLL-ON 240 DEG.

AutoCAD SHX Text 7600565

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CP SHIELD, 16" X 30" ROLL-ON 240 DEG.

AutoCAD SHX Text 9996011

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CP SHIELD, SEALER, POWERCRETE R-95, 1.09L

AutoCAD SHX Text 9998914

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CP SHIELD, SEALER, POWERCRETE R-65, 1L

AutoCAD SHX Text 9999961

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CP SHIELD, SEALER, SP-2888, 0.45L

AutoCAD SHX Text 9997214

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CP SHIELD, SEALER, SP-2888, 1L

AutoCAD SHX Text 9997313

AutoCAD SHX Text

ITEM

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QTY

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DESCRIPTION

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PART NBR

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CONSUMABLE MATERIALS

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REV

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DESCRIPTION

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BY

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CKR

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CP

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ENG

AutoCAD SHX Text

APP

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PM

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DATE

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ISSUED FOR CONSTRUCTION PER WO #109125385

AutoCAD SHX Text

RL

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PD

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MH

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TS

AutoCAD SHX Text

JBE

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MF

AutoCAD SHX Text

AutoCAD SHX Text PC = PSE PRESSURE CONTROL WILL PROVIDE ITEM PO = NON STOCK ITEM CR = CONTRACTOR WILL PROVIDE ITEM ORDER #109125385

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text ADAPTER, 3/8" MNPT x 1/2" MNPT

AutoCAD SHX Text

PC

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

COUPLING, 1/2" X CLASS 3000, STEEL, WELD

AutoCAD SHX Text 9999245

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ELBOW, 1/2" X 90 X CLASS 3000, STL

AutoCAD SHX Text 9999243

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4'±

AutoCAD SHX Text

PIPE, 1/2" X 0.147", GR B, WELD, BARE, SCH 80

AutoCAD SHX Text 9999134

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BOX, VALVE, FOR STEEL VALVE EXTENSIONS, CONCRETE

AutoCAD SHX Text 9995864

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BOX, VALVE, COMPLETE

AutoCAD SHX Text 9996262

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text SAV-A-VALVE, 2" x 3", MUELLER H17491

AutoCAD SHX Text 6800841

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BOLT KIT, 8" 30FFV(X), TYPE F G10 GASKET, UNINSULATED

AutoCAD SHX Text 9999318

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text FLANGE, 8" x ANSI 300, FF, BLIND

AutoCAD SHX Text 6400480

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text VALVE, PLUG, 8" x ANSI 300, NORDSTROM FIG. 4249-1/4, WELD x FLG

AutoCAD SHX Text 5600932

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text ELBOW, 8" x 0.322" x 90°, Y-52, LR, WELD

AutoCAD SHX Text 9996781

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text CAP, 8" x 0.322", Y-52, WELD

AutoCAD SHX Text 9996799

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text TEE, 8" x 8", 0.322" x 0.322", Y-52, WELD

AutoCAD SHX Text 9996761

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

STOPPER, B/O, 8", MUELLER H17281 T/W

AutoCAD SHX Text 7600796

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60'±

AutoCAD SHX Text PIPE, 8" x 0.250", X52, FBE, WELD

AutoCAD SHX Text 9946680

AutoCAD SHX Text

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

ACTUAL

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ITEM

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QTY

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DESCRIPTION

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PART NBR

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DESIGN PRESSURE

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BILL OF MATERIALS

zckraft Callout Change qty to 4 will need 1 extra for testing bottle.

RELOCATE EX. 8" HP MAIN (PHASE 1)

BARNES BLVD BRIDGE REPLACEMENT

JBLM, WA 98499

109125385

3D11-304 4/10

GAS MAIN PRESSURE AND TESTING

FITTER'S CHECKLIST

REVISIONS

DETAIL

NOTE:

ALL X/Y LOCATES ARE TAKEN PERPENDICULAR

TO NORTH/SOUTH CENTERLINE & EAST/WEST

CENTERLINE OF THE NEW VEHICLE BRIDGE

NOTE:

SEE DRAWING 3D11-317

FOR HP PHASE 2 DETAILS

SEE DRAWING 109141081

FOR IP DETAILS

AutoCAD SHX Text

PROJECT MANAGER CONTACT INFO

AutoCAD SHX Text

EMAIL

AutoCAD SHX Text

CELL PHONE

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

MATT FOSTER

AutoCAD SHX Text matt.foster@pse.com

AutoCAD SHX Text

DWG NUMBER

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SCALE:

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SAP ORDER NUMBER

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REV

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1/4 SECTION

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OP MAP

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PLAT MAP

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GAS WK CTR

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EMER SECTION

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COUNTY

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MAPPING

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CP APP

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APPROVED BY

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CHECKED BY

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DRAWN BY

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ENGINEER

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PROJECT MGR

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FUNCTION

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NAME

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PHONE

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DATE

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REAL ESTATE/EASEMENT

AutoCAD SHX Text

PERMIT

AutoCAD SHX Text

THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES

AutoCAD SHX Text N/A

AutoCAD SHX Text

M.FOSTER

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

T.SAYAVONG

AutoCAD SHX Text 425-424-7828

AutoCAD SHX Text

R.LANG

AutoCAD SHX Text 425-424-7826

AutoCAD SHX Text

P.DAO

AutoCAD SHX Text 253-395-6343

AutoCAD SHX Text

J.EWING

AutoCAD SHX Text 425-424-7824

AutoCAD SHX Text

M.HAACK

AutoCAD SHX Text 253-234-6396

AutoCAD SHX Text

PIERCE

AutoCAD SHX Text

AutoCAD SHX Text

PGRPC016

AutoCAD SHX Text

SE 12-19-02 E

AutoCAD SHX Text 252.050

AutoCAD SHX Text 255.055

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text

TEST TYPE

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SOAP

AutoCAD SHX Text

AIR

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NITROGEN

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WATER

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DATE ON

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START TIME

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TESTED BY

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DATE OFF

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STOP TIME

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PRESSURE

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TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

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TEST TYPE

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SOAP

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AIR

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NITROGEN

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WATER

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DATE ON

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START TIME

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TESTED BY

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DATE OFF

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STOP TIME

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PRESSURE

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TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

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TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928

AutoCAD SHX Text

DESIGN PRESS

AutoCAD SHX Text

SYSTEM MAOP

AutoCAD SHX Text 2023 03/10

AutoCAD SHX Text

(CHECK BOX TO CONFIRM COMPLETION)

AutoCAD SHX Text

INSPECTED STEEL AND PE PIPE PER GOS 2450.1400 AND 2450.1500.

AutoCAD SHX Text

REVIEWED AND COMPLIED WITH ALL CONSTRUCTION NOTES.

AutoCAD SHX Text

RECORDED ALL REQUIRED INFORMATION ON THE AS-BUILT PER GOS 2500.1700.

AutoCAD SHX Text

COMPLETED POST INSTALLATION INSPECTION PER GOS 2525.1200 AND 2525.2700.

AutoCAD SHX Text

LEFT THE WORK AREA IN A CLEAN AND SAFE CONDITION.

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FOREMAN'S SIGNATURE:

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FOREMAN'S NAME (PRINTED):

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COMPANY:

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DATE:

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AutoCAD SHX Text 4680 06/11

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REV

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DESCRIPTION

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BY

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CKR

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CP

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ENG

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APP

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PM

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DATE

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ISSUED FOR CONSTRUCTION PER WO #109125385

AutoCAD SHX Text

RL

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PD

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MH

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TS

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JBE

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MF

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EXISTING CURB

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EXISTING PARKING LOT

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EX 8" STW HP MAIN TO BE DEACTIVATED

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8" B/O STOPPER

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8" B/O STOPPER

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EX 8" STW HP MAIN LOCATE IN FIELD 71S485

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EX 8" STW HP MAIN LOCATE IN FIELD 71S485

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SCALE:

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FUTURE UTILITY BRIDGE

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FUTURE UTILITY BRIDGE ABUTMENT 2

AutoCAD SHX Text

AutoCAD SHX Text

RELOCATE EX. 8" HP MAIN (PHASE 1)

BARNES BLVD BRIDGE REPLACEMENT

JBLM, WA 98499

109125385

3D11-304 5/10

GAS MAIN PRESSURE AND TESTING

FITTER'S CHECKLIST

REVISIONS

SECTION SECTION

NOTE:

ALL X/Y LOCATES ARE TAKEN PERPENDICULAR

TO NORTH/SOUTH CENTERLINE & EAST/WEST

CENTERLINE OF THE NEW VEHICLE BRIDGE

NOTE:

SEE DRAWING 3D11-317

FOR HP PHASE 2 DETAILS

SEE DRAWING 109141081

FOR IP DETAILS

AutoCAD SHX Text

PROJECT MANAGER CONTACT INFO

AutoCAD SHX Text

EMAIL

AutoCAD SHX Text

CELL PHONE

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

MATT FOSTER

AutoCAD SHX Text matt.foster@pse.com

AutoCAD SHX Text

DWG NUMBER

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SCALE:

AutoCAD SHX Text

SAP ORDER NUMBER

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REV

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1/4 SECTION

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OP MAP

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PLAT MAP

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GAS WK CTR

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EMER SECTION

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COUNTY

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MAPPING

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CP APP

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APPROVED BY

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CHECKED BY

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DRAWN BY

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ENGINEER

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PROJECT MGR

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FUNCTION

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NAME

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PHONE

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DATE

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REAL ESTATE/EASEMENT

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PERMIT

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THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES

AutoCAD SHX Text N/A

AutoCAD SHX Text

M.FOSTER

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

T.SAYAVONG

AutoCAD SHX Text 425-424-7828

AutoCAD SHX Text

R.LANG

AutoCAD SHX Text 425-424-7826

AutoCAD SHX Text

P.DAO

AutoCAD SHX Text 253-395-6343

AutoCAD SHX Text

J.EWING

AutoCAD SHX Text 425-424-7824

AutoCAD SHX Text

M.HAACK

AutoCAD SHX Text 253-234-6396

AutoCAD SHX Text

PIERCE

AutoCAD SHX Text

AutoCAD SHX Text

PGRPC016

AutoCAD SHX Text

SE 12-19-02 E

AutoCAD SHX Text 252.050

AutoCAD SHX Text 255.055

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text

TEST TYPE

AutoCAD SHX Text

SOAP

AutoCAD SHX Text

AIR

AutoCAD SHX Text

NITROGEN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

DATE ON

AutoCAD SHX Text

AutoCAD SHX Text

START TIME

AutoCAD SHX Text

TESTED BY

AutoCAD SHX Text

DATE OFF

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AutoCAD SHX Text

STOP TIME

AutoCAD SHX Text

PRESSURE

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TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text

TEST TYPE

AutoCAD SHX Text

SOAP

AutoCAD SHX Text

AIR

AutoCAD SHX Text

NITROGEN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

DATE ON

AutoCAD SHX Text

AutoCAD SHX Text

START TIME

AutoCAD SHX Text

TESTED BY

AutoCAD SHX Text

DATE OFF

AutoCAD SHX Text

AutoCAD SHX Text

STOP TIME

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text

TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928

AutoCAD SHX Text

DESIGN PRESS

AutoCAD SHX Text

SYSTEM MAOP

AutoCAD SHX Text 2023 03/10

AutoCAD SHX Text

(CHECK BOX TO CONFIRM COMPLETION)

AutoCAD SHX Text

INSPECTED STEEL AND PE PIPE PER GOS 2450.1400 AND 2450.1500.

AutoCAD SHX Text

REVIEWED AND COMPLIED WITH ALL CONSTRUCTION NOTES.

AutoCAD SHX Text

RECORDED ALL REQUIRED INFORMATION ON THE AS-BUILT PER GOS 2500.1700.

AutoCAD SHX Text

COMPLETED POST INSTALLATION INSPECTION PER GOS 2525.1200 AND 2525.2700.

AutoCAD SHX Text

LEFT THE WORK AREA IN A CLEAN AND SAFE CONDITION.

AutoCAD SHX Text

FOREMAN'S SIGNATURE:

AutoCAD SHX Text

AutoCAD SHX Text

FOREMAN'S NAME (PRINTED):

AutoCAD SHX Text

AutoCAD SHX Text

COMPANY:

AutoCAD SHX Text

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

AutoCAD SHX Text 4680 06/11

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

CKR

AutoCAD SHX Text

CP

AutoCAD SHX Text

ENG

AutoCAD SHX Text

APP

AutoCAD SHX Text

PM

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION PER WO #109125385

AutoCAD SHX Text

RL

AutoCAD SHX Text

PD

AutoCAD SHX Text

MH

AutoCAD SHX Text

TS

AutoCAD SHX Text

JBE

AutoCAD SHX Text

MF

AutoCAD SHX Text

AutoCAD SHX Text

EX 8" STW HP MAIN LOCATE IN FIELD 71S485

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

EX 8" STW HP MAIN 71S485

AutoCAD SHX Text

8" B/O STOPPER

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

8" STW HP MAIN BYPASS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EX 8" STW HP MAIN TO BE DEACTIVATED

RELOCATE EX. 8" HP MAIN (PHASE 1)

BARNES BLVD BRIDGE REPLACEMENT

JBLM, WA 98499

109125385

3D11-304 6/10

GAS MAIN PRESSURE AND TESTING

FITTER'S CHECKLIST

NOTE:

ALL X/Y LOCATES ARE TAKEN PERPENDICULAR

TO NORTH/SOUTH CENTERLINE & EAST/WEST

CENTERLINE OF THE NEW VEHICLE BRIDGE

REVISIONS

SECTION SECTION

NOTE:

SEE DRAWING 3D11-317

FOR HP PHASE 2 DETAILS

SEE DRAWING 109141081

FOR IP DETAILS

AutoCAD SHX Text

PROJECT MANAGER CONTACT INFO

AutoCAD SHX Text

EMAIL

AutoCAD SHX Text

CELL PHONE

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

MATT FOSTER

AutoCAD SHX Text matt.foster@pse.com

AutoCAD SHX Text

DWG NUMBER

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SAP ORDER NUMBER

AutoCAD SHX Text

REV

AutoCAD SHX Text

1/4 SECTION

AutoCAD SHX Text

OP MAP

AutoCAD SHX Text

PLAT MAP

AutoCAD SHX Text

GAS WK CTR

AutoCAD SHX Text

EMER SECTION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

MAPPING

AutoCAD SHX Text

CP APP

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROJECT MGR

AutoCAD SHX Text

FUNCTION

AutoCAD SHX Text

NAME

AutoCAD SHX Text

PHONE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REAL ESTATE/EASEMENT

AutoCAD SHX Text

PERMIT

AutoCAD SHX Text

THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES

AutoCAD SHX Text N/A

AutoCAD SHX Text

M.FOSTER

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

T.SAYAVONG

AutoCAD SHX Text 425-424-7828

AutoCAD SHX Text

R.LANG

AutoCAD SHX Text 425-424-7826

AutoCAD SHX Text

P.DAO

AutoCAD SHX Text 253-395-6343

AutoCAD SHX Text

J.EWING

AutoCAD SHX Text 425-424-7824

AutoCAD SHX Text

M.HAACK

AutoCAD SHX Text 253-234-6396

AutoCAD SHX Text

PIERCE

AutoCAD SHX Text

AutoCAD SHX Text

PGRPC016

AutoCAD SHX Text

SE 12-19-02 E

AutoCAD SHX Text 252.050

AutoCAD SHX Text 255.055

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text

TEST TYPE

AutoCAD SHX Text

SOAP

AutoCAD SHX Text

AIR

AutoCAD SHX Text

NITROGEN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

DATE ON

AutoCAD SHX Text

AutoCAD SHX Text

START TIME

AutoCAD SHX Text

TESTED BY

AutoCAD SHX Text

DATE OFF

AutoCAD SHX Text

AutoCAD SHX Text

STOP TIME

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text

TEST TYPE

AutoCAD SHX Text

SOAP

AutoCAD SHX Text

AIR

AutoCAD SHX Text

NITROGEN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

DATE ON

AutoCAD SHX Text

AutoCAD SHX Text

START TIME

AutoCAD SHX Text

TESTED BY

AutoCAD SHX Text

DATE OFF

AutoCAD SHX Text

AutoCAD SHX Text

STOP TIME

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text

TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928

AutoCAD SHX Text

DESIGN PRESS

AutoCAD SHX Text

SYSTEM MAOP

AutoCAD SHX Text 2023 03/10

AutoCAD SHX Text

(CHECK BOX TO CONFIRM COMPLETION)

AutoCAD SHX Text

INSPECTED STEEL AND PE PIPE PER GOS 2450.1400 AND 2450.1500.

AutoCAD SHX Text

REVIEWED AND COMPLIED WITH ALL CONSTRUCTION NOTES.

AutoCAD SHX Text

RECORDED ALL REQUIRED INFORMATION ON THE AS-BUILT PER GOS 2500.1700.

AutoCAD SHX Text

COMPLETED POST INSTALLATION INSPECTION PER GOS 2525.1200 AND 2525.2700.

AutoCAD SHX Text

LEFT THE WORK AREA IN A CLEAN AND SAFE CONDITION.

AutoCAD SHX Text

FOREMAN'S SIGNATURE:

AutoCAD SHX Text

AutoCAD SHX Text

FOREMAN'S NAME (PRINTED):

AutoCAD SHX Text

AutoCAD SHX Text

COMPANY:

AutoCAD SHX Text

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

AutoCAD SHX Text 4680 06/11

AutoCAD SHX Text

EX 8" STW HP MAIN 71S485

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

8" B/O STOPPER

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

CKR

AutoCAD SHX Text

CP

AutoCAD SHX Text

ENG

AutoCAD SHX Text

APP

AutoCAD SHX Text

PM

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION PER WO #109125385

AutoCAD SHX Text

RL

AutoCAD SHX Text

PD

AutoCAD SHX Text

MH

AutoCAD SHX Text

TS

AutoCAD SHX Text

JBE

AutoCAD SHX Text

MF

AutoCAD SHX Text

AutoCAD SHX Text

EX 8" STW HP MAIN LOCATE IN FIELD 71S485

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

8" STW HP MAIN BYPASS

AutoCAD SHX Text

EX 8" STW HP MAIN TO BE DEACTIVATED

VALVE BOX NOTES

- PLAN VIEW -

- SECTION E - - SECTION F -

VALVE BOX DETAIL

- PLAN VIEW -

VALVE SUPPORT INSTALLATION

CALL (800) 424-5555

2 BUSINESS DAYS BEFORE YOU DIG

RELOCATE EX. 8" HP MAIN (PHASE 1)

BARNES BLVD BRIDGE REPLACEMENT

JBLM, WA 98499

109125385

3D11-304 7/10

GAS MAIN PRESSURE AND TESTING

FITTER'S CHECKLIST

REVISIONS

AutoCAD SHX Text

SANDBAG DAM CONCRETE FORM

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 1.

AutoCAD SHX Text

COMPACT DIRT UNDER BOX TO 95%

AutoCAD SHX Text 2.

AutoCAD SHX Text FOR INSTALLATIONS IN SOFT SURFACES (GRAVEL, DIRT SHOULDERS, ETC.) POUR A SMALL CONCRETE PAD-APPROX. 36" X 48" X 6" D - AROUND THE VALVE AND CP BOXES.

AutoCAD SHX Text 3.

AutoCAD SHX Text GREASE EXTENSION TO BE CENTERED IN THE CP BOX, AND TO BE ORIENTED VERTICALLY, WITH NO PERCEPTIBLE TILT.

AutoCAD SHX Text 4.

AutoCAD SHX Text

TOP OF EXTENSION TO BE BETWEEN 3" AND 6" BELOW BOTTOM OF CP BOX LID.

AutoCAD SHX Text 5.

AutoCAD SHX Text

TERMINATIONS IN VALVE BOX TO BE ORIENTED VERTICALLY, WITH NO PERCEPTIBLE TILT.

AutoCAD SHX Text 6.

AutoCAD SHX Text MINIMUM CLEARANCES OF EXTENSIONS IN VAULT: A) 3" BELOW BOTTOM OF VAULT LID B) 2" BETWEEN ANY EXTENSION AND VAULT WALL.

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

CP BOX FOR GREASE RISER TERMINATION

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

VALVE BOX

AutoCAD SHX Text

EXTEND GREASE LINE UP INTO CP BOX

AutoCAD SHX Text

CP BOX FOR GREASE EXTENSION

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 1.

AutoCAD SHX Text MAXIMUM ALLOWABLE WALL MISMATCH FOR WELDING IS 3/32". IF NECESSARY, TAPER BORE END(S) OF PIPE PER ANSI/ASME B31.8. APPENDIX I. FIG I (B) TO GET WITHIN TOLERANCE.

AutoCAD SHX Text 2.

AutoCAD SHX Text INSTALL 30" LONG 240 DEGREE FIBERGLASS REINFORCED PLASTIC (FRP) CP SHIELD AT LOCATIONS OF CONCRETE VALVE SUPPORTS. SHIELD MAY BE PROVIDED BY GLASS MESH CO. OR OTHER COMPANY WITH A COMPARABLE PRODUCT. APPLY CP SHIELD SEALER BETWEEN PIPE AND CP SHIELD. CP SHIELD MAY BE ATTACHED TO COATED PIPE. PIPE OR COATING SURFACE SHALL BE FREE OF OIL, GREASE, DIRT, OR OTHER CONTAMINANTS. SUFFICIENT SEALER SHALL BE APPLIED SO THAT IT OOZES OUT AROUND THE EDGES, SEALING THE PERIMTER OF THE CP SHIELD, WHEN IT IS PRESSED INTO PLACE.

AutoCAD SHX Text 3.

AutoCAD SHX Text DURING OR PRIOR TO VALVE INSTALLATION, REMOVE STANDARD GREASE FITTING AND INSTALL APPROPRIATE LENGTH EXTENDED GREASE PIPE USING 1/2" SCHEDULE 80 PIPE AND FITTINGS. REUSE STANDARD GREASE FITTING AT TOP OF EXTENDED GREASE PIPE AND TERMINATE FITTINGS 4" BELOW TEST LEAD BOX LID. COAT PIPE WITH FIELD COATING, PER GAS OPERATING STANDARD 2600.1100.

AutoCAD SHX Text 4.

AutoCAD SHX Text

PSE PRESSURE CONTROL TO PACK GREASE EXTENSION BEFORE VALVE IS BACKFILLED.

AutoCAD SHX Text 5.

AutoCAD SHX Text POUR CONCRETE VALVE SUPPORTS AFTER VALVE HAS BEEN WELDED TO MAIN. IF DITCH IS WIDER THAN 24", USE SAND BAGS FOR SIDE BARRIERS. SUPPORTS TO BE POURED ON SOIL COMPACTED TO 95% DENSITY.

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

CP SHIELD SEE NOTE 2

AutoCAD SHX Text

CP SHIELD SEE NOTE 2

AutoCAD SHX Text

PROJECT MANAGER CONTACT INFO

AutoCAD SHX Text

EMAIL

AutoCAD SHX Text

CELL PHONE

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

MATT FOSTER

AutoCAD SHX Text matt.foster@pse.com

AutoCAD SHX Text

DWG NUMBER

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SAP ORDER NUMBER

AutoCAD SHX Text

REV

AutoCAD SHX Text

1/4 SECTION

AutoCAD SHX Text

OP MAP

AutoCAD SHX Text

PLAT MAP

AutoCAD SHX Text

GAS WK CTR

AutoCAD SHX Text

EMER SECTION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

MAPPING

AutoCAD SHX Text

CP APP

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROJECT MGR

AutoCAD SHX Text

FUNCTION

AutoCAD SHX Text

NAME

AutoCAD SHX Text

PHONE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REAL ESTATE/EASEMENT

AutoCAD SHX Text

PERMIT

AutoCAD SHX Text

THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES

AutoCAD SHX Text N/A

AutoCAD SHX Text

M.FOSTER

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

T.SAYAVONG

AutoCAD SHX Text 425-424-7828

AutoCAD SHX Text

R.LANG

AutoCAD SHX Text 425-424-7826

AutoCAD SHX Text

P.DAO

AutoCAD SHX Text 253-395-6343

AutoCAD SHX Text

J.EWING

AutoCAD SHX Text 425-424-7824

AutoCAD SHX Text

M.HAACK

AutoCAD SHX Text 253-234-6396

AutoCAD SHX Text

PIERCE

AutoCAD SHX Text

AutoCAD SHX Text

PGRPC016

AutoCAD SHX Text

SE 12-19-02 E

AutoCAD SHX Text 252.050

AutoCAD SHX Text 255.055

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text

TEST TYPE

AutoCAD SHX Text

SOAP

AutoCAD SHX Text

AIR

AutoCAD SHX Text

NITROGEN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

DATE ON

AutoCAD SHX Text

AutoCAD SHX Text

START TIME

AutoCAD SHX Text

TESTED BY

AutoCAD SHX Text

DATE OFF

AutoCAD SHX Text

AutoCAD SHX Text

STOP TIME

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text

TEST TYPE

AutoCAD SHX Text

SOAP

AutoCAD SHX Text

AIR

AutoCAD SHX Text

NITROGEN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

DATE ON

AutoCAD SHX Text

AutoCAD SHX Text

START TIME

AutoCAD SHX Text

TESTED BY

AutoCAD SHX Text

DATE OFF

AutoCAD SHX Text

AutoCAD SHX Text

STOP TIME

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text

TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928

AutoCAD SHX Text

DESIGN PRESS

AutoCAD SHX Text

SYSTEM MAOP

AutoCAD SHX Text 2023 03/10

AutoCAD SHX Text

(CHECK BOX TO CONFIRM COMPLETION)

AutoCAD SHX Text

INSPECTED STEEL AND PE PIPE PER GOS 2450.1400 AND 2450.1500.

AutoCAD SHX Text

REVIEWED AND COMPLIED WITH ALL CONSTRUCTION NOTES.

AutoCAD SHX Text

RECORDED ALL REQUIRED INFORMATION ON THE AS-BUILT PER GOS 2500.1700.

AutoCAD SHX Text

COMPLETED POST INSTALLATION INSPECTION PER GOS 2525.1200 AND 2525.2700.

AutoCAD SHX Text

LEFT THE WORK AREA IN A CLEAN AND SAFE CONDITION.

AutoCAD SHX Text

FOREMAN'S SIGNATURE:

AutoCAD SHX Text

AutoCAD SHX Text

FOREMAN'S NAME (PRINTED):

AutoCAD SHX Text

AutoCAD SHX Text

COMPANY:

AutoCAD SHX Text

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

AutoCAD SHX Text 4680 06/11

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

CKR

AutoCAD SHX Text

CP

AutoCAD SHX Text

ENG

AutoCAD SHX Text

APP

AutoCAD SHX Text

PM

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION PER WO #109125385

AutoCAD SHX Text

RL

AutoCAD SHX Text

PD

AutoCAD SHX Text

MH

AutoCAD SHX Text

TS

AutoCAD SHX Text

JBE

AutoCAD SHX Text

MF

RELOCATE EX. 8" HP MAIN (PHASE 1)

BARNES BLVD BRIDGE REPLACEMENT

JBLM, WA 98499

109125385

3D11-304 8/10

GAS MAIN PRESSURE AND TESTING

FITTER'S CHECKLIST

TRENCH DETAIL

REVISIONS

AutoCAD SHX Text

DWG NUMBER

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SAP ORDER NUMBER

AutoCAD SHX Text

REV

AutoCAD SHX Text

1/4 SECTION

AutoCAD SHX Text

OP MAP

AutoCAD SHX Text

PLAT MAP

AutoCAD SHX Text

GAS WK CTR

AutoCAD SHX Text

EMER SECTION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

MAPPING

AutoCAD SHX Text

CP APP

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROJECT MGR

AutoCAD SHX Text

FUNCTION

AutoCAD SHX Text

NAME

AutoCAD SHX Text

PHONE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REAL ESTATE/EASEMENT

AutoCAD SHX Text

PERMIT

AutoCAD SHX Text

THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES

AutoCAD SHX Text N/A

AutoCAD SHX Text

M.FOSTER

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

T.SAYAVONG

AutoCAD SHX Text 425-424-7828

AutoCAD SHX Text

R.LANG

AutoCAD SHX Text 425-424-7826

AutoCAD SHX Text

P.DAO

AutoCAD SHX Text 253-395-6343

AutoCAD SHX Text

J.EWING

AutoCAD SHX Text 425-424-7824

AutoCAD SHX Text

M.HAACK

AutoCAD SHX Text 253-234-6396

AutoCAD SHX Text

PIERCE

AutoCAD SHX Text

AutoCAD SHX Text

PGRPC016

AutoCAD SHX Text

SE 12-19-02 E

AutoCAD SHX Text 252.050

AutoCAD SHX Text 255.055

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text

TEST TYPE

AutoCAD SHX Text

SOAP

AutoCAD SHX Text

AIR

AutoCAD SHX Text

NITROGEN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

DATE ON

AutoCAD SHX Text

AutoCAD SHX Text

START TIME

AutoCAD SHX Text

TESTED BY

AutoCAD SHX Text

DATE OFF

AutoCAD SHX Text

AutoCAD SHX Text

STOP TIME

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text

TEST TYPE

AutoCAD SHX Text

SOAP

AutoCAD SHX Text

AIR

AutoCAD SHX Text

NITROGEN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

DATE ON

AutoCAD SHX Text

AutoCAD SHX Text

START TIME

AutoCAD SHX Text

TESTED BY

AutoCAD SHX Text

DATE OFF

AutoCAD SHX Text

AutoCAD SHX Text

STOP TIME

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

TEST RESULTS

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text

TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928

AutoCAD SHX Text

DESIGN PRESS

AutoCAD SHX Text

SYSTEM MAOP

AutoCAD SHX Text 2023 03/10

AutoCAD SHX Text

(CHECK BOX TO CONFIRM COMPLETION)

AutoCAD SHX Text

INSPECTED STEEL AND PE PIPE PER GOS 2450.1400 AND 2450.1500.

AutoCAD SHX Text

REVIEWED AND COMPLIED WITH ALL CONSTRUCTION NOTES.

AutoCAD SHX Text

RECORDED ALL REQUIRED INFORMATION ON THE AS-BUILT PER GOS 2500.1700.

AutoCAD SHX Text

COMPLETED POST INSTALLATION INSPECTION PER GOS 2525.1200 AND 2525.2700.

AutoCAD SHX Text

LEFT THE WORK AREA IN A CLEAN AND SAFE CONDITION.

AutoCAD SHX Text

FOREMAN'S SIGNATURE:

AutoCAD SHX Text

AutoCAD SHX Text

FOREMAN'S NAME (PRINTED):

AutoCAD SHX Text

AutoCAD SHX Text

COMPANY:

AutoCAD SHX Text

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

AutoCAD SHX Text 4680 06/11

AutoCAD SHX Text

PROJECT MANAGER CONTACT INFO

AutoCAD SHX Text

EMAIL

AutoCAD SHX Text

CELL PHONE

AutoCAD SHX Text 253-303-9373

AutoCAD SHX Text

MATT FOSTER

AutoCAD SHX Text matt.foster@pse.com

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

FINAL GRADE

AutoCAD SHX Text

IMPORTED BACKFILL

AutoCAD SHX Text

SAND

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

STW HP PIPE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" =1'-0"

AutoCAD SHX Text

REV

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

CKR

AutoCAD SHX Text

CP

AutoCAD SHX Text

ENG

AutoCAD SHX Text

APP

AutoCAD SHX Text

PM

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION PER WO #109125385

AutoCAD SHX Text

RL

AutoCAD SHX Text

PD

AutoCAD SHX Text

MH

AutoCAD SHX Text

TS

AutoCAD SHX Text

JBE

AutoCAD SHX Text

MF

FITTER'S CHECKLIST

PIPE JOINT DOCUMENTATION TABLEFITTING DOCUMENTATION TABLE WELDER VALVE DOCUMENTATION TABLE

CALL (800) 424-5555

2 BUSINESS DAYS BEFORE YOU DIG

RELOCATE EX. 8" HP MAIN (PHASE 1)

BARNES BLVD BRIDGE REPLACEMENT

JBLM, WA 98499

109125385

3D11-304 9/10

GAS MAIN PRESSURE AND TESTING

REVISIONS

AutoCAD SHX Text

(CHECK BOX TO CONFIRM COMPLETION)

AutoCAD SHX Text

INSPECTED STEEL AND PE PIPE PER GOS 2450.1400 AND 2450.1500.

AutoCAD SHX Text

REVIEWED AND COMPLIED WITH ALL CONSTRUCTION NOTES.

AutoCAD SHX Text

RECORDED ALL REQUIRED INFORMATION ON THE AS-BUILT PER GOS 2500.1700.

AutoCAD SHX Text

COMPLETED POST INSTALLATION INSPECTION PER GOS 2525.1200 AND 2525.2700.

AutoCAD SHX Text

LEFT THE WORK AREA IN A CLEAN AND SAFE…

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