HomeMy WebLinkAboutP_Design_107053965_V1_1710051 2 3
121314
TRACT D
TRACT A
4 5 6 7
8910 TRACT CTRACT B11
FLOW2" STW IP 18'W67E082812
60'53'53'60'
Owner / Developer Contact Info
officeATTN:
HARBOUR HOMES, LLC
400 N. 34TH ST., STE. 300
SEATTLE, WA 98103
JAMLE WALLIER 206.315.8130
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" = 50'105084548107053965Excavator 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.
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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
B.HARMON 425.495.5528 4.14.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
REDT # ( RW-100305 )RENTON
THE PINES AT HIGHLANDS
2" MPE-7 GAS MAIN EXTENSION - 14 S/F LOTS
850 MONROE AVE NE, RENTON, WA 98056
PUGET SOUND ENERGY
107053965
105084548
1" = 50'1 OF 1
KING 30 CIKNC
09SE-T23-R05E 206.085 204.080
CABLE
CBL TBD
CBL TEL TBD
TELEPHONE
COMM TBD
COMM TEL TBD
RIGHT OF WAY
ROW TBD
ROW TEL TBD
.
.
.
B. JOHNSON 206.571.8519 .
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: Potelco Inc Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
504451462 107053965
N/A 106322711
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 03/10
TEST RESULTS
/ /
/ /
/ /
INSTALL 2"MPE-7 264 FT
JOINT 2"MPE-7 452 FT
....
....
....
....
Contractor: CONSTRUCTION COST CODES:
Cell Phone:
Project Manager Contact Information:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:BRIAN HARMON
425.495.5528
brian.harmon@pse.com
60 IP 088-60
B. JOHNSON 206.571.8519
SITE PLAN
xx
...
...
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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
overlapping existing coating 3".
Tape wrap weld joint
Wrapped Steel Gas MainSteelPEPE Main
Transition Fitting
Test Lead Wires
Tracer Wire
CP Test Box
TYPICAL TEST LEAD CONNECTION FOR PE MAIN
NOT TO SCALE
CONNECTED TO WRAPPED STEEL MAIN
CP NOTES:
INSTALL PER PSE STANDARDS
(4510.1020 - FIG. 4) IF LOW
PSP READ. INSTALL 9LB ANODE
AND BRING WIRE UP IN BOX
WITH TEST LEAD OFF MAIN.
NOTIFY
CORROSION TECH. @ 206.571.8519
B. JOHNSON
CBURRUS@HARBOURHOMES.COM
N
Vicinity Map
47.4972, -122.1746
SITE
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 1 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 2 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 3 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 4 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 5 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 6 1 1/8 MPE-7 10 ( ')ECL 2600
SS SINGLE 2" MAIN 7 1 1/8 MPE-7 10 ( ')ECL 2600
LS TWIN 2" MAIN 8 & 9 1 1/8 MPE-7 65 ( ')ECL 2600
LS SINGLE 2" MAIN 10 1 1/8 MPE-7 65 ( ')ECL 2600
LS TWIN 2" MAIN 11 & 12 1 1/8 MPE-7 65 ( ')ECL 2600
LS TWIN 2" MAIN 13 & 14 1 1/8 MPE-7 65 ( ')ECL 2600
SS SINGLES =7 330 FT 1 1/8" PE PIPE
LS SINGLES =1
LS TWIN =3
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 LOT 2 LOT 14 2 40 1 W 3 SCH 80 2 65 GAS SVC, SECONDARY
X02 LOT 4 LOT 11 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY
X03 LOT 5 LOT 10 2 40 1 W 3 SCH 80 1 65 GAS SVC, SECONDARY
X04 LOT 5 LOT 6 4 40 1 S 3 SCH 80 1 30 GAS MAIN, SECONDARY
X05 LOT 6 LOT 9 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY
2" PVC PLUG /CAPS = 8 2" YELLOW SCH 40 PVC = 260 FT 2" SCH 80 GREY PVC = 0 FT 2" PVC PLUG /CAPS = 0
4" PVC PLUG /CAPS = 2 4" YELLOW SCH 40 PVC = 30 FT 3" SCH 80 GREY PVC = 485 FT 3" PVC PLUG /CAPS = 16
2" B.O. TIE-IN
233'NCL, 18'WCL
( )'NCL, ( )'WCL
INSTALL 2" MPE-7
1' @ 18'WCL
( )' @ ( )'WCL
2" T.L. & T.F.
167'SCL, 18'WCL
( )'SCL, ( )'WCL
INSTALL 2" MPE-7
195' @ 18'WCL
( )' @ ( )'WCL
2" INLINE TEE
28'NCL, 18'WCL
( )'NCL, ( )'WCL
INSTALL 2" MPE-7
13' @ 18'WCL
( )' @ ( )'WCL
2" POLYVALVE/OPEN
41'NCL, 18'WCL
( )'NCL, ( )'WCL
INSTALL 2" MPE-7
7' @ 18'WCL
( )' @ ( )'WCL
INSTALL 2" = 264 FT
JOINT 2" = 452 FT
2" CAP EOM/WIREBOX
48'NCL, 18'WCL
( )'NCL, ( )'WCL
INSTALL 2" MPE-7
48' @ 28'NCL
( )' @ ( )'NCL
BEGIN JOINT MAIN
28'NCL, 30'ECL
( )'NCL, ( )'ECL
JOINT 2" MPE-7
26' @ 28'NCL
( )' @ ( )'NCL
2" POLYVALVE/OPEN
28'NCL, 56'ECL
( )'NCL, ( )'ECL
JOINT 2" MPE-7
426' @ 28'NCL
( )' @ ( )'NCL
2" CAP EOM/WIREBOX
28'NCL, 482'ECL
( )'NCL, ( )'ECL
NOT TO SCALE
CROSS SECTION - MONROE AVE NE
LOOKING NORTH
E
60' ROW
W
PROP. 2" MPE IP - 18'WCL
G
G
EX 2" STW IP - 18'WCL
67E082
NOT TO SCALE
CROSS SECTION - ROAD A
LOOKING EAST
S
53' ROW
N
PROP. 2" MPE IP - 28'NCL
G