HomeMy WebLinkAboutMFP20004615.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP20004615
IVR Number: 20004615
Permit Information
Permit Name: Puget Sound Energy Gas Permits
Address/Location:10/08/2020Application Date:7227801315Parcel Number: 2650 NE 10TH ST
Permit Type:01/25/2021Issue Date:Franchise
Permit Work Class:01/25/2022Expiration Date:Minor Utility
Job Number: 109132572Franchise Type:Natural Gas
Description: PSE gas Install 2" HVTT tie in on existing main 109101204 48'N of Sunset LN NE & 11'E of Glennwood AVE NE.
Install 2" MPE 7 main via open trench approx. 19'N and 21'W to existing main 109046484 and install 2"HVTT tie in on
existing main 109046484. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
C: (253) 905-5031ApplicantX
Stuart Bennett
Infrasource Services LLC
14103 Stewart Rd
Sumner, WA 98490
B: (303) 419-8755
H: (425) 677-5197
C: (713) 985-6489
Contractor
Business License Number: 36742Construction Contractor: INFRASL871C2
RENTON HOUSING AUTHORITY PO BOX 2316
RENTON , WA 98056
Owner
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 1ϭ/Ϯϱ/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.܆ A copy of the Traffic Control Plan (TCP) Application form.
2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
܆ Include map(s) showing the location of the project and work area.
܆ Be legible lettering and clear, contrasting, symbols of viewing or printing.
܆ Must indicate street names, and north arrow and scale.
܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
܆ Types of plans required:
܆ Work hour plan – show all mobility impacts during construction hours.
܆ Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
܆ Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
܆ Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
x TCP must be approved prior to commencing the work, and all permit conditions shall be met.
x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
x Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
x Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles
and the acts of the Applicant’s agents and employees.
x The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and
in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s
reasonable attorney’s fees and litigation costs incurred resulting from such claim.
x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
x Approved Temporary TCP must be at the work site during work hours.
x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
x Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
x Temporary traffic control devices must be removed immediately when work is done or no construction
activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance
shop (3555 NE 2nd Street; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
H
H
T01
Flaggers Assist Peds. Around Work Zone
Adjust Controls to Accommodate Trenching
UTILITY
WORKAHEAD
W21-7
BE
PREPARED
TO STOP
W20-7b
W20-7A
W20-7A
BE PREPARED
TO STOP
W20-7b
UTILITY
WORK
AHEAD
W21-7
UTILITYWORK
AHEAD
W21-7
W20-7A
BE
PREPAREDTO STOP
W20-7b
UTILITY
WORK
AHEAD
W21-7
100'
100'
100'
100'
100'
100'
100'
Install 2" HVTT tie-in on existing main 109101204 48'N of Sunset LN NE & 11'E of Glennwood AVE NE.
Install 2" MPE-7 main via open trench approx. 19'N and 21'W
to existing main 109046484 and install 2"HVTT tie-in on existing main 109046484
K&D Services, as the preparer of this traffic
control plan makes no representation as to its'
general adequacy or being approved for implementation.
Approval must result from the Traffic Engineer or
other Public Official having statutory enforcement authority
in the jurisdiction. Utilization and implementation of this
plan shall be a result of that approval.
Ref. MUTCD 2009 6A-01 (10)
CUSTOMER:
CONTACT:
LOCATION:
DATE:W/O #
PSE
R. Blackie
253.395.6850
2650 NE 10th St
Renton WA
10/05/20
OFFICE: 800-343-4049
CELL: 425-765-1153
WATCP@KNDSERVICES.NET WSTCS#011563
109132572
DESIGNED BY: CHRIS SCHALEGER
Legend
Cones
Flagger
W20-7A Flagger Ahead
BE PREPAREDTO STOP W20-7b be prepared to stop
UTILITYWORKAHEAD W21-7 utility work ahead
Inventory:
3 Utility Work Ahead
3 Be Prepared to Stop
3 Flagger Ahead
30 Cones
3 Flaggers
Notes:
1. Maintain ped. access to
and through crosswalks
2. Maintain Min. 11' lanes
3. Maintain local access
4. Notify Transit Authority
at least 48 hrs. in advance
of bus stop closure
5. Traffic control plan and all
devices shall comply with
MUTCD, PROWAG & WSDOT
6. DEVICE SPACING
Flag Taper 20'
Signs per WSDOT
Tapers per WSDOT
7. 28" Cones
36" Barrels
48" Signs
24" Paddle
8. Adjust to field conditions
NOT TO SCALE
NOTIFY EMS, FIRE
AND POLICE
72 HOURS IN ADVANCE
N
PLEASE SCHEDULE
WITH DISPATCH
@ 800-343-4049 OPT.1
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLANSunset Ln NESunset Ln NE Harrington Ave NEGlenneood Ave NEwww.invarion.com
BLDG A
10 UNITS
~400 SQ.FT.
51'
PROPOSED
STORM UTILITY
IN CONFLICT
WITH EXISTING
GAS MAIN
4" MPE IP 30'N
109101204-2017 JT
2" MP
E I
P
6
0'
N
1091
0
1
2
0
4
-
2
0
1
7
J
T2" MPE
IP
7
'W109046484-20091063 5/8" MPEI
1997
91'N
63'N,
1
1'
W
2" MPE 11'E
30
'N
,
11E
SEE CONST.
DETAILFLOW
FLOWFLOW
N
Vicinity Map
47.5006, -122.1835
Owner / Developer Contact Info
officeATTN:
CHARTER CONSTRUCTION
980 S HARNEY ST
SEATTLE, WA 98108
JEFF SNOWDEN 206.518.4684
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
1" = 20'N/A 109132572
DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
ELEC Order Number
SAP Sup Order Nbr
PC APPROVAL
R. BLACKIE 253.395.6850 .
K.COSTLEY 425.272.7075 9.1.20
E. PASAYE . 8.27.20
N/A RENTON
SUNSET OAKS MAIN RELOCATE
2" MPE IP GAS MAIN RELOCATION
2650 NE 10TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
109132572
N/A
1" = 20' 1 OF 1
KING 30 CIKNC
09NW-T23N-R05E 204.080 206.084
.
.
.
.
.
.
.
.
.
.
.
.
N/A N/A N/A
...
Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500
Reviewed and complied with all construction notes.
Recorded all required information on the as-built per GOS 2500.1700.
Completed post installation inspection per GOS 2525.1200 and 2525.2700.
Left the work area in a clean and safe condition.
FITTER'S CHECKLIST
Foreman's Name (printed) ___________________________________
Foreman's Signature________________________________________
Company: __________________ Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
509763074 109132572
N/A 108623658
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
GAS
PROJECT PHASE Notification #Order #
Retirement
Relocate
SAP Superior
Service Stubs
Service/Meter
HP Svc/MSA
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
Service/Meter
4680 06/11
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
GAS MAIN INSTALLATION/RETIREMENT
SOAP AIR NITROGEN WATER
SOAP AIR NITROGEN WATER
STOP TIME
START TIME TESTED BY
TEST RESULTS P F
TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928
P F
Type/Work ManufacturerPipe Size Type Est Length Act Lgth
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 02/18
TEST RESULTS
/ /
/ /
/ /
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
INSTALL 2" MPE-___ 43 FT
RETIRE 2" MPE-___ 35 FT
.. ..
.. ..
.. ..
.. ..
Cell Phone:
Project Manager Contact Information:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:RANDY BLACKIE
253.395.6850
randy.blackie@pse.com
60 IP 088-60
SITE PLAN
xx
INSTALL 2" = 43 FT
RETIRE 2" = 35 FT
...
...
...
JOINT TRENCH DETAIL
NOTES:
1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. *
If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. *
2. Rocks greater than 10 inches diameter are not permitted in the final backfill.
3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the
side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line.
4. Utilities shall not be stacked over the gas line in the trench.
5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements.
6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies.
* Alternatives to full-width trench shading require PSE approval.
Primary & Secondary-Mainline Gas & Communications (NTS)
Primary
Dirt Pile
Final Grade
24" Min
36"
Min Cover
Over Power 48"
Max
Depth
Final Backfill
Gas
4" Sand Bedding
Property Line
intercept (depth varies).
SidewalkCurb
Location of roof drain
48" Typical
Width may vary per
Number of Utilities
and Conduits
6" or 12" Min Sand Shading
Over Gas after Compaction
12" Min
R/W or
Excavated
12" Typical
Power
Secondary
Power
TV & TEL
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
SITE
STANDARD GAS CONSTRUCTION NOTES:
1. FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO TO
CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811
2. NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).
3. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
4. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
5. NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND DELIVER
FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT THE
OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS
OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.
6. ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE
APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
7. COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
BOX (TEST LEAD) INSTALLATION.
8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
9. INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
THE CONTRACTOR PER PSE GAS OPERATING 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.
10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
11. SYSTEM MAOP DENOTED BY: SYSTEM MAOP = ___ PSIG
12. GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.
13. RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
14. PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200.
15. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH. --------- ___________________________,
PHONE______________.
17. NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES FOOTAGE
BETWEEN FITTINGS.
18. EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER GOS 2500.2200. (RECORD ALL
INFORMATION ON D-4 CARD)
60
N/A
N/A
JSNOWDEN@CHARTERCON.COM
IP 088-60
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
SOAP AIR NITROGEN WATER
SOAP AIR NITROGEN WATER
STOP TIME
START TIME TESTED BY
TEST RESULTS P F
TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 03/10
TEST RESULTS
/ /
/ /
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
STOP TIME
START TIME TESTED BY
SOAP AIR NITROGEN WATER
P F
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
TEST RESULTS
/ /
GASSED UP PIPELINE
PIPE
SEGMENT
FOREMAN'S DATENAME
60
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
T01
CONSTRUCTION DETAIL
N.T.S.
DEACTIVATE IN PLACE
EXISTING 2" MPE IP MAIN EX 2
"EX 2
"
CUT & CAP
CAP 2" MPE IP MAIN
50'N C/L & 11'E C/L
_____'S C/L & _____'E C/L
CUT & CAP
CAP 2" MPE IP MAIN
65'N C/L & 7'W C/L
_____'N C/L & _____'W C/L
2" HVTT TIE-IN
67'N C/L & 7'W C/L
______'N C/L & _____'W C/L 2" POLYVALVE/OPEN
W/ BOX & SUPPORT
67'N C/L & 6'W C/L
______'N C/L & _____'W C/L
INSTALL 2" MPE-___
20' @ 67'N C/L
(______)' @ _____'N C/L
NOT TO SCALE
CROSS SECTION - GLENNWOOD AVE NE
LOOKING NORTH
E
51.5' ROW
W
PROP. 2" MPE IP - 14'ECL
G
EX 2" MPE IP - 11'E
109101204
G
INSTALL 2" MPE-___
19' @ 14'E C/L
(______)' @ _____'E C/L
2" 90° ELBOW
67'N C/L & 14'E C/L
______'N C/L & _____'E C/L
2" 90° ELBOW
48'N C/L & 14'E C/L
______'N C/L & _____'E C/L
G
EX 2" MPE IP - 7'W
109046484
INSTALL 2" MPE-___
3' @ 48'N C/L
(______)' @ _____'N C/L
INSTALL 2" MPE-___
1' @ 67'N C/L
(______)' @ _____'N C/L
2" HVTT TIE-IN
48'N C/L & 11'E C/L
______'N C/L & _____'E C/L
TYPICAL GAS MAINLINE TRENCH DETAIL
NOT TO SCALE
Excavated Dirt Pile
24" Min
NOTE: Install 12" shading
if the backfill contains rocks
greater than 6" dia.
24"Min
Cover
TO 36" Max
Cover
Gas Main Line
SIDE
ACCESS
VEHICLE
Final Grade
4" Sand Bedding
12" Min. of
Acceptable Backfill
(See Definition Above)
6" Sand Shading
12"-18"
Min
Backfill for Direct Bury - The final backfill may be soil-based select material or native soil, but
free of construction debris and shall not contain rocks larger than 10"-in. diameter to prevent
impedence of gas system maintenance.
STANDARD IP & LP GAS
REPLACEMENT CONSTRUCTION NOTES
1. NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED OUTAGE.
2. INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE GAS
OPERATING STANDARD 2525.2300.
3. MAINTAIN CATHODIC PROTECTION FOR STEEL MAINS BY THE USE OF CONTINUITY BONDS OR OTHER MEANS DETERMINED BY
THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 2600.1300.
4. INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES 4515.1000 AND 4515.1020 AND PSE
GAS OPERATING STANDARD 2600.1200. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS
5. INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES PER
PSE GAS OPERATING STANDARD 2550.1600.
6. REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS.
7. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300, 2525.3400 AND
2525.1200, AND PSE GAS FIELD PROCEDURE 4700.1500.
8. PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION.
9. INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525.2100 FOR INSERTIONS AND 2525.3600 FOR
ABANDONMENT OR DEACTIVATION
10. PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING STANDARDS
2525.2100 AND 2525.3600.
11. REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED.
12. INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER PSE
GAS OPERATING STANDARDS 2575.2300 AND 2550.1700.
13. REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300.
14. REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985.
15. ACTIVE SERVICES TO BE REPLACED DENOTED BY: ####
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