HomeMy WebLinkAboutMFP19004618DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP19004618
IVR Number: 19004618
Permit Informaon
Permit Name:Puget Sound Energy Gas Permits
Address/Locaon :08/22/2019Application Date:2023059052Parcel Number:1600 GRANT AVE S
Permit Type:11/07/2019Issue Date:Franchise
Permit Work Class:11/06/2020Expiration Date:Major Utility
Job Number:107058140Franchise Type:Natural Gas
Description:Trenching west 30' across Grant Ave. Trench 545' south along Grant ave to the intersection of S 18th st. Trench 585'
east tieing into existing 2". Restoration per City of Renton standards.
APPROVED WITH COMMENTS OR REDLINES.
Contacts
Name Address PhoneTypeBilling
Marita Bond
Puget Sound Energy Billing
6905 S 228 St
Kent, WA 98032
B: (253) 395-6346Applicant
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
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Marita Bond
Puget Sound Energy Billing
6905 S 228 St
Kent, WA 98032
B: (253) 395-6346Specialized
Billing
X
General Condions & 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.
This permit and plans must be posted at the job site at all times.
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.
Call 425.430.7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
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.
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
տ New Construction տ Repair/Relocate տ Underground տ Overhead տ Sidewalk տ Street
տ Open Trench տ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
Puget Sound Energy - Gas
107058140
CORRIE RYDBERG
(253) 234-6410
CORRIE.RYDBERG@PSE.COM
1600 GRANT AVE
TRENCHING APRROX 30FT ACROSS GRANT AVE (WEST), APPROX 545FT (SOUTH)
ALONG GRANT AVE TO THE INTERSECTION OF S. 18TH ST, APPROX 585FT (EAST ) TIEING INTO
EXISTING 2" (HIGH VOLUME TAPPING TEE), LOCATED AT 216FT (W) AND 20FT(N) OF CENTERLINE.
4 4
4 1130'X3'X4'
Infrasource (253) 234-6410
INFRASL871C2 BL036742
8/22/19
MFP19004618
Scott Warlick 11/6/2019
RESTORATION PER CITY OF RENTON STANDARDS
This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
Nathan Janders 11/7/2019
CITY OF RENTON
TRAFFIC CONTROL PLAN
PROJECT NAME: PERMIT#
CONSTRUCTION COMPANY: PHONE#:
CONTACT NAME: PHONE#:
ADDRESS: CELL#:
E-MAIL ADDRESS: FAX#:
PROJECT LOCATION: N/E/S/W OF:
WORK TIME: APPROVED BY:
WORK DATE: APPROVAL DATE:
OFFICE COPY T-
CONTRACTOR
DEV. SERVICE, INSPECTION P. MILLER
DEV. SERVICE, PLAN REVIEW B. BANNWARTH
POLICE CHARLES KARLEWICZ
FIRE FIRE MARSHALL FS #13
Permit Holder agrees to all the following:
• Comply with all traffic regulations of the City of Renton and the State of Washington.
• Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for
all street and lane closures, and the plan shall be performed in compliance with the Manual on
Uniform Traffic Control Devices.
• Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
• 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 R.C.W. 47.36.200
through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
• 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 Permit Holder’s agents and employees.
• 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.
• In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder
will pay for legal counsel chosen by the City to defend against same.
• Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address
traffic or pedestrian safety or travel.
• By my signature herein, I acknowledge all the above requirements.
PRINT NAME: DATE:
SIGNATURE:
Reset FormPrint Form
107058140
Infrasource
RANDY BLACKIE (253) 395-6850
6905 S 228th St, Kent, WA 98032
RANDY.BLACKIE@PSE.COM
1600 GRANT AVE
TBD
TBD
CORRIE RYDBERG 8/22/19
MFP19004618
Scott Warlick
11/6/2019Monday - Friday
8:00AM - 3:00PM
SKETCH
I
-- NORTH --
I
NOTES:
• Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by sketch or reference to WSDOT.
• The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three
working days prior to work.
• Approved Temporary Traffic Control Plan must be at the work site during work hours.
• Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected
by a temporary lane or road closure.
• Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded.
• Total road closure lasting more than 24 hours is subject to the approval by the City Council.
• 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:
• Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
• Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
72 hours in advance of effective date and time.
• The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
• 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).
BLDG. A BLDG. B BLDG. C
BLDG. D
BLDG. E
BLDG. FBLDG. G
BLDG. H
5MM
5MM
5MM
5MM
4MM
4MM
4MM
4MM
9'E, 24'S OF BEND
26'E OF BEND 8" STW HP 9'E 31-195728'E3/4" STW-U1970
PLRS-131970E15723
6
'
N8"
STW
HP
9
'E31-1957'B''C''D''E''F'
'G''H'21'22°
45°21''A'60'
70'
60'2" MPE IP 566'E107006641-200055'N
25/8"
MPE
2000
2" MPE IP 10'N
107006641-2000
20'N
216'W22°
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)
GENERAL NOTES - GAS (JOINT TRENCH):
1" = 50'105091676107058140Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to two
working days prior to construction. 1-800-424-5555
Notify appropriate permitting agency prior to job start (see permit requirements).
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.
Any change in route, pipe size/type, tie-in method or additional main footage must be approved by the
appropriate Engineer/Project Manager.
Complete "Exposed Pipe Condition Report" on all exposed existing Steel PSE Facilities.
Check box on report for wire box (Test Lead) installation.
Pipeline Markers and Warning Signs shall be installed and recorded by the Contractor per PSE Gas Operating
Standard 2525.2500.
To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown on
this design, unless approved by the appropriate Engineer/Project Manager.
System MAOP denoted by System MAOP = 60 PSIG
Install Main Valves out of traffic where possible.
Gauge (use Manometer for LP Systems) and monitor use of all stoppers and squeezes to insure adequate feed.
Install one pound Anode for every 1000' of locating wire. Install Anode and Test Lead Wires per PSE Gas
Operating Standards 2525.1200 and 2525.2300.
If STW pipe involved, coordinate installation with CP Tech. ____________ Cell # ___________ .
Purge Points and Pressure Taps shall be installed per PSE Gas Operating Standards 2525.3400 and PSE Gas
Field Procedures Manual 0812 and 0813.
Mains and services shall be tested and purged per PSE Gas Operating Standards 2525.3300 and 2525.3400.
Unless otherwise noted:
All pipes installed in plat to be 2" MPE-7.
All crossings to be Yellow 4" PVC.
All Services to be 1-1/8" PE.
/ denotes service stub location.
(________') denotes footage between fittings.
Customer to dig and backfill on private property or easement only. Trenches must conform to PSE Gas
Operating Standards 2525.1500, 2525.1600 and 2525.1700.
Note all recordable footages, locations and material changes on the as-built in red.
Upon completion of the project send the print copy, along with the completed work order, listing crew & actual
materials used to the appropriate design group.
On site pre-con required before start of job.
At symbol: install natural gas main piping and fixtures. Size as indicated on tables and
work sketch (gas main is to parallel power system unless otherwise shown on work sketch).
Inclement weather conditions may cause delays in construction times and dates.
19.
20.
18.
16.
17.
15.
14.
13.
6.
9.
11.
12.
10.
8.
7.
3.
5.
4.
2.
1.
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 5/28/2019
R. MILLER 253-234-6558 6/3/2019
R. MILLER 253-234-6558 6/3/2019
REDT # (RW-114244)CITY OF RENTON
GRANT PLACE TOWNHOMES R1
2" MPE-7 GAS MAIN EXTENSION - 8 M/F BLDG (36 UNITS)
1600 Grant Ave S., RENTON, WA 98055
PUGET SOUND ENERGY
107058140
105091676
1" = 50'1 OF 2
KING 32 CIKNC
SW 20-23-05 208.080 211.082
CABLE
BILL WALKER
253-288-7535
TELEPHONE
N/A
N/A
RIGHT OF WAY
PEI-FANG YANG
425-456-2774
.
.
.
N/A N/A N/A
...
21.
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)
507569325 107058140
N/A 106353890
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
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 132-60
N/A N/A
SITE PLAN
xx
9/2/19 A.PAULSEN CUST. ROUTE CHANGE
...
...
pmvrsingh@gmail.com
N
Vicinity Map
47.4655,-122.1986
SITE
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-7 604 FT
JOINT 2"MPE-7 623 FT
INSTALL 4"MPE-7 552 FT
....
....
....
DEVELOPER TO COORDINATE
WITH PSE ON UTILITY CONFLICTS.
Owner / Developer Contact Info
officeATTN:
SATWANT SINGH
15445 53RD AVE S
TUKWILA, WA 98188
SATWANT SINGH 206-391-3311
SERVICE PROVIDER TO
VERIFY EXACT
HORIZONTAL AND VERTICAL
LOCATION OF EXISTING.
8"HP MAIN PRIOR TO
CONSTRUCTION CROSSING.
PLEASE CONTACT PSE
INSPECTOR MEL LASENBY
AT 360-239-2473 PRIOR TO
AND DURING
CONSTRUCTION ACTIVITIES
INSTALL 4" MPE-7 479' @ 4' ECL
(______)' @ _____'ECL
2" 90° ELBOW
12'SCL & 418'ECL
______'SCL & _____'ECL
2" INLINE TEE
12'SCL & 196'ECL
______'SCL & _____'ECL
JOINT 2" MPE-7 122' @ 196'ECL
(______)' @ _____'ECL
2" CAP EOM/WIREBOX
110'NCL & 196'ECL
______'NCL & _____'ECL
JOINT 2" MPE-7 113' @ 418'ECL
(______)' @ _____'ECL
2" CAP EOM/WIREBOX
101'NCL & 418'ECL
______'NCL & _____'ECL
JOINT 2" MPE-7 222' @ 12'SCL
(______)' @ _____'SCL
JOINT 2" MPE-7 166' @ 14'SCL TO 12' SCL
(______)' @ _____'SCL TO _____'SCL
SERVICE PROVIDER TO VERIFY EXACT
HORIZONTAL AND VERTICAL LOCATION OF EXISTING.
8"HP MAIN PRIOR TO CONSTRUCTION CROSSING.
PLEASE CONTACT PSE INSPECTOR MEL LASENBY
AT 360-239-2473 PRIOR TO AND DURING
CONSTRUCTION ACTIVITIES
CONSTRUCTION DETAIL
(NTS)
T01
SEE CONST.
DETAIL
GAS SERVICE PIPE TABLE
DESCRIPTION
OF
ACTIVITIES
LOCATION PIPE DESIGN AS-BUILT
FROM TO LOT
SIZE
(IN)TYPE
LENGTH
(FT)LOCATION
LENGTH
(FT)
EFV
SIZE LOCATION REMARKS
SS SINGLE 2" MAIN BLDG A 1 1/4 MPE-7 10 ( ')NCL 2600
SS SINGLE 2" MAIN BLDG B 1 1/8 MPE-7 10 ( ')NCL 2600
SS SINGLE 2" MAIN BLDG C 1 1/8 MPE-7 10 ( ')NCL 2600
LS SINGLE 2" MAIN BLDG D 1 1/4 MPE-7 40 ( ')NCL 2600
LS SINGLE 2" MAIN BLDG E 1 1/4 MPE-7 40 ( ')NCL 2600
SS SINGLE 2" MAIN BLDG F 1 1/8 MPE-7 10 ( ')NCL 2600
SS SINGLE 2" MAIN BLDG G 1 1/8 MPE-7 10 ( ')NCL 2600
SS SINGLE 2" MAIN BLDG H 1 1/4 MPE-7 10 ( ')NCL 2600
SS SINGLES =6 140 FT 1 1/8" PE PIPE
LS SINGLES =2
MRT NOTE:
Project is within emergency section 29. The ES boundary line
will need to be adjusted so the plat can be included in ES 32.
NO valves will need to be installed. A note will need to be
added to the drawing stating the change so MRT will know it
needs to be adjusted.
INSTALL TEST LEAD BOX
______'SCL & _____'ECL 8"
STW
HP
9
'E31-1957
INSTALL 2" MPE-7 15' @ 501'NCL
(______)' @ _____'NCL
4" x 2" REDUCER
10'ECL & 501'NCL
______'ECL & _____'NCL
INSTALL 4" MPE-7 6' @ 501'NCL
(______)' @ _____'NCL
4" INLINE TEE
501'NCL & 4'ECL
______'NCL & _____'ECL
INSTALL 4" MPE-7 9' @ 4'ECL
(______)' @ _____'ECL
CONSTRUCTION DETAIL
(NTS)
T02SEE CONST.
DETAIL
SERVICE PROVIDER TO VERIFY EXACT
HORIZONTAL AND VERTICAL LOCATION OF EXISTING.
8"HP MAIN PRIOR TO CONSTRUCTION CROSSING.
PLEASE CONTACT PSE INSPECTOR MEL LASENBY
AT 360-239-2473 PRIOR TO AND DURING
CONSTRUCTION ACTIVITIES
2" 90° ELBOW
5'SCL & 216'WCL
______'SCL & _____'WCL
2" HVTT TIE-IN
13'NCL & 216'WCL
______'NCL & _____'WCL
INSTALL 2" MPE-7
579' @ 5'SCL
(______)' @ _____'SCL
R1
CROSSING CONDUIT TABLE
X-ING
#
LOCATION GAS POWER
XING
LENGTH
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY LOCATION
SIZE
(IN)TYPE QTY
X01 'A''B'4 40 1 E GAS ONLY 30 GAS MAIN
X02 'C''D'4 40 1 E 2 SCH 80 1 30 GAS MAIN, PRIMARY
X03 'E''F'4 40 1 S GAS ONLY 40 GAS SVC
X04 'G''H'4 40 1 S GAS ONLY 40 GAS SVC
4" PVC PLUG /CAPS = 8 4" YELLOW SCH 40 PVC = 160 FT 2" SCH 80 = 30 FT 2" PVC PLUG /CAPS = 2
4" CAP EOM/WIREBOX
510'NCL & 4'ECL
______'NCL & _____'ECL
SERVICE PROVIDER TO
VERIFY EXACT
HORIZONTAL AND VERTICAL
LOCATION OF EXISTING.
8"HP MAIN PRIOR TO
CONSTRUCTION CROSSING.
PLEASE CONTACT PSE
INSPECTOR MEL LASENBY
AT 360-239-2473 PRIOR TO
AND DURING
CONSTRUCTION ACTIVITIES
9'E, 24'S OF BEND
26'E OF BEND 8" STW HP 9'E 31-19574" INLINE TEE
5'SCL & 22'ECL
______'SCL & _____'ECL
4" CAP EOM/WIREBOX
12'SCL & 22'ECL
______'SCL & _____'ECL
INSTALL 4" MPE-7 7' @ 5'SCL
(______)' @ _____'SCL
4" x 2" REDUCER
5'SCL & 24'ECL
______'SCL & _____'ECL
INSTALL 4" MPE-7 7' @ 22'ECL
(______)' @ _____'ECL
INSTALL 4" MPE-7 44' @ 4' ECL TO 22' ECL
(______)' @ _____'ECL TO 22' ECL
2" POLYVALVE/OPEN
5'SCL & 26'ECL
______'SCL & _____'ECL
INSTALL 2" MPE-7
10' @ 5'SCL
(______)' @ _____'SCL
INSTALL 2" MPE-7
579' @ 5'SCL
(______)' @ _____'SCL
INSTALL 2" = 604 FT
JOINT 2" = 623 FT
INSTALL 4" = 552 FT
2" POLYVALVE/OPEN
25'ECL & 501'NCL
______'ECL & _____'NCL
MFP19004618
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)
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 5/28/2019
R. MILLER 253-234-6558 6/3/2019
R. MILLER 253-234-6558 6/3/2019
REDT # (RW-114244)CITY OF RENTON
GRANT PLACE TOWNHOMES R1
2" MPE-7 GAS MAIN EXTENSION - 8 M/F BLDG (36 UNITS)
1600 Grant Ave S., RENTON, WA 98055
PUGET SOUND ENERGY
107058140
105091676
AS SHOWN 2 OF 2
KING 32 CIKNC
SW 20-23-05 208.080 211.082
CABLE
BILL WALKER
253-288-7535
TELEPHONE
N/A
N/A
RIGHT OF WAY
PEI-FANG YANG
425-456-2774
.
.
.
N/A N/A N/A
...
9/2/19 A.PAULSEN CUST. ROUTE CHANGE
...
...
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)
42"
45°42"
1'
45°Property LineRoad Side
Top View of Mainline Trench for
Single Stubout Location
3'Property LineRoad Side
Top View of Mainline Trench for Pedestal
or Double Stubout Location
42"45°
3'
45°
STUBOUT EXCAVATION DIMENSIONS
NOT TO SCALE
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 IP 132-60
Verify Testing Requirements, Chart vs Gauge
GOS 2525.3300 sec. 5, Table 5-1 and sec. 5.5
8'
30'30'
5'18'
60' ROW
NOT TO SCALE
GRANT AVENUE S - CROSS SECTION
E
LOOKING NORTH
W
EX. 8" STW HP - 9'ECL ROW18'ROWPROP. 2" MPE IP - 2'ECL
21' ROW
10'10'
20'PROPERTY LINE7'
PROP. 2" MPE IP - 12'SCL
NOT TO SCALE
GRANT CIRCLE S.E. (PUBLIC ALLEY - SOUTH)
LOOKING EAST
N S
31-1957
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
TYPICAL GAS SERVICE LINE TRENCH DETAIL
RESIDENTIAL
Excavated Dirt Pile
24" Min
NOTE: Install 12" shading
if the backfill contains rocks
greater than 6" dia.
18"
Min
Cover
Gas Service 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.
NOT TO SCALE
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.
EX PLAT MAP 211.082
SCALE: 1" = 100'
SITESITE
8'
30'30'
5'18'
60' ROW
NOT TO SCALE
GRANT AVENUE S - CROSS SECTION
E
LOOKING NORTHEAST
W
EX. 8" STW HP - 7'ECL ROW18'ROWPROP. 2" MPE IP - 11'ECLG
31-1957
G
G GG
NOT TO SCALE
CROSS SECTION - S. 18TH ST.
LOOKING WEST
8'
35'35'
5'18'
70' ROW EW
ROW18'ROWPROP. 2" PE IP - 5' SCL
G
8'5'
R1
STOPSTOPG
R
A
N
T
AV
E
S
GRANT
AVE S
GRANT
AVE S
GRANT AVE SGRANT CIRCLE SE
GRANT CIRCLE SE
S 18TH ST
S 1
8
T
H
S
T STOPSTOPH
MatchLine
MatchLine S 18TH ST
UTILITYWORK
AHEAD
W21-7
ONE LANEROAD
AHEAD
CW20-4W20-7A
UTILITY
WORKAHEAD
W21-7
ONE LANEROAD
AHEAD
CW20-4
W20-7A
W20-7A
ONE LANEROADAHEAD
CW20-4
UTILITYWORKAHEAD
W21-7
UTILITYWORK
AHEAD
W21-7
BE
PREPAREDTO STOP
W20-7b
W20-7A
UTILITY
WORKAHEAD
W21-7
UTILITYWORK
AHEAD
W21-7
BE
PREPAREDTO STOP
W20-7b
BE PREPARED
TO STOP
W20-7bW20-7A
W20-7A
200' +/-
200' +/-
200' +/-
200' +/-
200' +/-200' +/-
200' +/-
200' +/-
100' +/-100' +/-
100' +/-100' +/-
TRENCHING APRROX 30FT ACROSS GRANT AVE (WEST),
APPROX 545FT (SOUTH) ALONG GRANT AVE TO THE INTERSECTION OF S. 18TH ST,
APPROX 585FT (EAST ) TIEING INTO EXISTING 2" (HIGH VOLUME TAPPING TEE),
LOCATED AT 216FT (W) AND 20FT(N) OF CENTERLINE
Description of work to be performed:
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)
Notes:
1. Maintain ped. access to
and through crosswalks
2. Maintain Min. 10' 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
PLEASE SCHEDULE
WITH DISPATCH
@ 800-343-4049 OPT.1
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
Legend
CONEONE LANEROADAHEAD CW20-4 one lane road ahead
Flagger
W20-7A Flagger AheadBE PREPAREDTO STOP W20-7b be prepared to stopUTILITYWORKAHEADW21-7 utility work ahead
INVENTORY:
6-utility work ahead
3-one lane road ahead
3-be prepared to stop
6-flagger ahead
4-flaggers
NOT TO SCALE
N
S
EW
NOTIFY EMS, FIRE
AND POLICE
72 HOURS IN ADVANCE
CUSTOMER:
CONTACT:
LOCATION:
DATE:W/O #
Designed By:
Garrett Hooper
Off:800-343-4049 Ext 5860
Cell # 425-551-8297
WATCP@KNDSERVICES.NET
WSTCS#010855
PUGET SOUND ENERGY
MITCH PETERSON
425-398-6071
1600 GRANT AVE S
RENTON, WA
7-3-19 107058140
SLOW
www.invarion.com