HomeMy WebLinkAboutMFP17001526DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP17001526
IVR Number: 17001526
Permit Inrman
Permit Name:Puget Sound Energy Gas Permits
Address/Lcan :04/05/2017Aican Date :7221400285Parce Number :626 RENTON AVE S
Permit Tye :04/10/2017Issue Date:Franchise
Permit Wrk Cass :04/10/2018Eiran Date :Minor ity
Jb Number :#109100368Franchise Tye :Natura Gas
Descrin:Main reocaon to aoid roosed catch asins. Ar oximatey 12 hard surace cuts anciated. Restora on er ity
o Renton Standards.
Cntacts
Name Address PhneTyeBiing
Aureie Johannson
PSE/Inrasource - Biing
1660 Park Ln
Burington, WA 98233
B: (425) 466-4771Aicant
Aureie Johannson
PSE/Inrasource - Biing
1660 Park Ln
Burington, WA 98233
B: (425) 466-4771ontactX
START BENNETT
INFRASORE SERVIES LL
14103 Stewart Rd
Sumner, WA 98490
B: (303) 419-8755
H: (425) 677-5197
: (713) 985-6489
ontractor
Business License Number: BL.036742Cnstrucn Cntractr : INFRASL871 2
ITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
enera Cndins & Signature
Permission is herey gien or the work descried o n this ermit according to the condions hereon and according to the aroed
ans and secicaons ertaining thereto, suject to comiance with the Ordinance o the ity o Ren ton.
This ermit and ans must e osted at the jo sit e at a mes .
I herey cery that no work is to e done excet a s descried aoe and in aroed ans, and that w ork is to conorm to Renton
Trench Restoraon and Street Oeray Reuirements .
a (425) 430-7203 or go to: www.MyBuidingPermit.com one working day in adance to schedue an inse cons and or ANY work in
the Right o Way.
a 8 1 1 to ocate underground uies at east two u us iness days rior to any excaaon .
In accordance with RW 19.122.033(4) the ermit ho der is reuired to contact (Wiiams Northwest Pie ine at 425.868.1010) (Oymic
Pieine at 206.510.0575)(Puget Sound Energy at 425 .457.5816) to reuest a consutaon with the transm ission ieine comany rior
to erorming any construcon or excaaon acies . This reuirement to consut with the transmissio n ieine comany is in
addion to the reuirement to a eore You ig a s reuired in RW 19.122.
(ate )(Signature)
Page 1 o 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
Follow City of Renton Trench Restoration standards for roadway repair.4-10-20174-10-2017
Monday - Friday8:00 am - 3:00 pm4-6-2017
N
Vicinity Map
Owner / Developer Contact Info
officeATTN:
PSE
626 RENTON AVE S
RENTON, WA 98057
PSE 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: InfraSource Construction Date ______________
(CHECK BOX TO CONFIRM COMPLETION)
4680 06/11
N/A 109100368
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 109100369
N/A 108594193
N/A 108594194
GAS
PROJECT PHASE Notification #Order #
Retirement
Retirement
SAP Superior
Service/Meter
Service/Meter
Relocate
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
Service/Meter
SYSTEM MAOP DENOTED BY: SYSTEM MAOP = ___ PSIG
BOX (TEST LEAD) INSTALLATION.
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS
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.
RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400.
PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200.
ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY
COMPLETE "PIPE CONDITION REPORT" ON ALL METALLIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY
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.
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND
NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY
ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. OR CALL NATIONWIDE: 811
FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE-CALL" TWO WORKING DAYS PRIOR TO
STANDARD GAS CONSTRUCTION NOTES:
14.
13.
15.
10.
11.
THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE.
9.
6.
7.
5.
4.
3.
1.
35
16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
BILL JOHNSON 206.571.8519
NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIREMENTS).2.
8.PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL MAY OBSCURE THE VALVE BOX.
GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.12.
___________________________, PHONE______________.
NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS-BUILT IN RED. ( ') DENOTES17.
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)
CP APPROVAL
DATE REQUIRED
PLOT PLAN
SCALE: 1" = 150'-0"
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"STW 463'
RETIRE 2"STW 343'
60 35 109100368DESIGNED BY PUGET SOUND ENERGY
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
Drawing Number
SAP Sup Order Nbr
C. FUNG 253.437.6760
C. PAK 253.395.6988
C. PAK 253.395.6988
C. PAK 253.395.6988
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
"Locates Required"
"Flagging Required"
Yes No
Yes No
Cell Phone:
Project Manager Contact Information:
E-Mail:
Name:
425.449.6988
chang.pak@pse.com
CHANG PAK
PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING
INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER
PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION.
MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300, 2525.3400
REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS.
INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES
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.
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.
INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE
NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED
REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985.
REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300.
REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED.
INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525.2100 FOR INSERTIONS AND 2525.3600 FOR
STANDARDS 2525.2100 AND 2525.3600.
PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700.
11.
12.
14.
13.
AND 2525.1200, AND PSE GAS FIELD PROCEDURE 4700.1500.
PER PSE GAS OPERATING STANDARD 2550.1600.
ABANDONMENT OR DEACTIVATION.
10.
9.
5.
6.
7.
8.
GAS OPERATING STANDARD 2525.2300.
4.
1.
2.
3.
OUTAGE.
STANDARD IP & LP GAS
REPLACEMENT CONSTRUCTION NOTES
15.ACTIVE SERVICES TO BE REPLACED DENOTED BY:#####
SAP BATCH YEAR & FOOTAGE
ACTUAL
LENGTH OF
RETIREMENT
MATERIAL
RETIRED
ORIGINAL
JOB
ORIGINAL
YEAR
PROPOSED
LENGTH OF
RETIREMENT
SIZE OF
RETIRED
MAIN
COORDINATE INSTALLATION
WITH CORROSION CONTROL
SHEET 1
SHEET 2
SHEET 1 BEACON WAY
S
S 7H ST GRANT AVE SRENTON AVE SCEDAR AVE SHIGH AVE SJONES AVE SS 9TH ST
S 10TH ST
S 4TH ST
S 6TH ST
RENTON AVE SS 5TH ST
GRANT AVE SN/A RENTON
RENTON HILL WATER MAIN RPL
PUBLIC IMPROVEMENT
626 RENTON AVE S, RENTON 98057
109100368
N/A
1"=150'1/3
KING 29 CSPSKGPM
SW 17-23-05
208.08
209.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NW 20-23-05 210.082
W. JOHNSON 206.571.8519
CEDAR AVE SS 5TH ST425
525CEDAR AVE SIP GAS FLOWHP GAS FLOWIP GAS FLOWBEACON WAY
SRENTON AVE SPLOT PLAN
SCALE: 1" = 30'-0"
(____')(____')DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
ELBOW 2"X90° WELD
256'N C/L & 7'W C/L
___'N C/L & ___'W C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
236'N C/L & 13'W C/L
____'N C/L & ____'W C/L
PROPOSED PIPE 2" STW IP MAIN
7'W C/L, ____'W C/L
ROPE PROPOSED PIPE 2" MPE IP MAIN
FROM XX'N C/L & XX'W C/L
TO XX'N C/L & XX'W C/L
FROM ____'N C/L & ____'W C/L
TO ____'N C/L & ____'W C/L
PLOT PLAN
SCALE: 1" = 30'-0"
ELBOW 2"X90° WELD
236'N C/L & 7'W C/L
___'N C/L & ___'W C/L
(____')
PROPOSED PIPE 2" STW IP MAIN
236'N C/L, ____'N C/L
PROPOSED PIPE 2" STW IP MAIN
256'N C/L, ____'N C/L
CUT & CAP
CAP 2" WELD
253'N C/L & 13'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" WELD
239'N C/L & 13'W C/L
____'N C/L & ____'W C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
256'N C/L & 13'W C/L
____'N C/L & ____'W C/L
(____')(____')DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
ELBOW 2"X90° WELD
309'S C/L & 7'W C/L
___'S C/L & ___'W C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
329'S C/L & 13'W C/L
____'S C/L & ____'W C/L
PROPOSED PIPE 2" STW IP MAIN
7'W C/L, ____'W C/L
ELBOW 2"X90° WELD
329'S C/L & 7'W C/L
___'S C/L & ___'W C/L
(____')
PROPOSED PIPE 2" STW IP MAIN
329'S C/L, ____'S C/L
PROPOSED PIPE 2" STW IP MAIN
309'S C/L, ____'N C/L
CUT & CAP
CAP 2" WELD
306'S C/L & 13'W C/L
____'S C/L & ____'W C/L
CUT & CAP
CAP 2" WELD
326'S C/L & 13'W C/L
____'S C/L & ____'W C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
309'S C/L & 13'W C/L
____'S C/L & ____'W C/L
(____')(____')DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
ELBOW 2"X90° WELD
139'N C/L & 7'W C/L
___'N C/L & ___'W C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
119'N C/L & 15'W C/L
____'N C/L & ____'W C/L
PROPOSED PIPE 2" STW IP MAIN
7'W C/L, ____'W C/L
ELBOW 2"X90° WELD
119'N C/L & 7'W C/L
___'N C/L & ___'W C/L
(____')
PROPOSED PIPE 2" STW IP MAIN
119'N C/L, ____'N C/L
PROPOSED PIPE 2" STW IP MAIN
139'N C/L, ____'N C/L
CUT & CAP
CAP 2" WELD
136'N C/L & 15'W C/L
____'N C/L & ____'W C/L
CUT & CAP
CAP 2" WELD
122'N C/L & 15'W C/L
____'N C/L & ____'W C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
139'N C/L & 15'W C/L
____'N C/L & ____'W C/L
1
2
3
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'W C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'W C/L
Scale: NTS
TIE-IN DETAIL1
Scale: NTS
TIE-IN DETAIL2
Scale: NTS
TIE-IN DETAIL3
DESIGNED BY PUGET SOUND ENERGY
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
Drawing Number
SAP Sup Order Nbr
C. FUNG 253.437.6760
C. PAK 253.395.6988
C. PAK 253.395.6988
C. PAK 253.395.6988
N/A RENTON
RENTON HILL WATER MAIN RPL
PUBLIC IMPROVEMENT
626 RENTON AVE S, RENTON 98057
109100368
N/A
1"=30'2/3
KING 29 CSPSKGPM
SW 17-23-05
208.08
209.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NW 20-23-05 210.082
W. JOHNSON 206.571.8519
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
RENTON AVE SS 9TH ST
GRANT AVE SHIGH AVE S1405816
900IP GAS FLOWIP GAS FLOWHP GAS FLOWIP GAS FLOWIP GAS FLOW
IP GAS FLOWIP GAS FLOWHIGH AVE S10051012100910061017PLOT PLAN
SCALE: 1" = 30'-0"
(____')(____')END OF MAIN
CAP 2" MPE
523'S C/L & 3'W C/L
____'S C/L & ____'W C/L
CP TEST LEAD BOX COMPLETE
(BRING WIRE UP IN BOX)
____'S C/L & ____'W C/L
PLOT PLAN
SCALE: 1" = 30'-0"
(____')(____')(____')(____')TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
16'S C/L & 12'E C/L
____'S C/L & ____'E C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
35'N C/L & 20'E C/L
____'N C/L & ____'E C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
15'S C/L & 40'E C/L
____'S C/L & ____'E C/L TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
15'S C/L & 60'E C/L
____'S C/L & ____'E C/L
ELBOW 2"X90° WELD
35'N C/L & 7'W C/L
___'N C/L & ___'W C/L
ELBOW 2"X90° WELD
16'S C/L & 7'W C/L
___'S C/L & ___'W C/L
ELBOW 2"X90° WELD
8'S C/L & 60'E C/L
___'S C/L & ___'E C/L
ELBOW 2"X90° WELD
8'S C/L & 40'E C/L
___'S C/L & ___'E C/L
PROPOSED PIPE 2" STW IP MAIN
35'N C/L, ____'N C/L
PROPOSED PIPE 2" STW IP MAIN
7'W C/L, ____'W C/L
PROPOSED PIPE 2" MPE IP WELD
16'S C/L, ____'S C/L
PROPOSED PIPE 2" STW IP MAIN
60'E C/L, ____'E C/L
PROPOSED PIPE 2" STW IP MAIN
8'S C/L, ____'S C/L
PROPOSED PIPE 2" MPE IP WELD
40'E C/L, ____'E C/L
CUT & CAP
CAP 2" WELD
15'S C/L & 59'E C/L
____'S C/L & ____'E C/L
CUT & CAP
CAP 2" WELD
15'S C/L & 41'E C/L
____'S C/L & ____'E C/L
DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
(____')(____')(____')TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
14'S C/L & 10'E C/L
____'S C/L & ____'E C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
14'S C/L & 30'E C/L
____'S C/L & ____'E C/L
ELBOW 2"X90° WELD
8'S C/L & 30'E C/L
___'S C/L & ___'E C/L
ELBOW 2"X90° WELD
8'S C/L & 10'E C/L
___'S C/L & ___'E C/L PROPOSED PIPE 2" STW IP MAIN
30'E C/L, ____'E C/L
PROPOSED PIPE 2" STW IP MAIN
8'S C/L, ____'S C/L
PROPOSED PIPE 2" MPE IP WELD
10'E C/L, ____'E C/L
CUT & CAP
CAP 2" WELD
14'S C/L & 29'E C/L
____'S C/L & ____'E C/L
CUT & CAP
CAP 2" WELD
14'S C/L & 11'E C/L
____'S C/L & ____'E C/L
DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
PROPOSED PIPE 2" STW IP MAIN
10'E C/L, ____'W C/L
TIE IN
STOPPER 2"X150 B/O &
ELBOW 2"X90° WELD
323'S C/L & 3'W C/L
____'S C/L & ____'W C/L
4
5
6
Scale: NTS
TIE-IN DETAIL4
Scale: NTS
TIE-IN DETAIL5
Scale: NTS
TIE-IN DETAIL6
CUT & CAP
CAP 2" MPE
34'N C/L & 20'E C/L
____'N C/L & ____'E C/L
CUT & CAP
CAP 2" MPE
17'S C/L & 20'E C/L
____'N C/L & ____'E C/L
CUT & CAP
CAP 2" MPE
323'S C/L & 2'W C/L
____'S C/L & ____'E C/L
DEACTIVATE IN PLACE
EXISTING 2" STW IP MAIN
DESIGNED BY PUGET SOUND ENERGY
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
Drawing Number
SAP Sup Order Nbr
C. FUNG 253.437.6760
C. PAK 253.395.6988
C. PAK 253.395.6988
C. PAK 253.395.6988
N/A RENTON
RENTON HILL WATER MAIN RPL
PUBLIC IMPROVEMENT
626 RENTON AVE S, RENTON 98057
109100368
N/A
1"=30'3/3
KING 29 CSPSKGPM
SW 17-23-05
208.08
209.082
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NW 20-23-05 210.082
W. JOHNSON 206.571.8519
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'N C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
TEE TAP 2"X5/8" MPE
(GAUGE TEE)
____'S C/L & ____'E C/L
STOP
FLAGGER
STOP
FLAGGER Cedar Ave SS 5th St
S 4th St
1313R9-9SIDEWALK
CLOSEDR9-9SIDEWALKCLOSEDFLAGGERS WILL ASSIST
PEDESTRIANS TO CROSS
A WORKING ZONE
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
PLACE SIGNS ON
BOTH SIDES OF
WORKING AREA ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
PSE PUGET
SOUND
ENERGY
Job#109100368
626 Renton Ave S Renton, WA
March 23rd, 2017
Sheet 1 of 8 mitchell.peterson@pse.com
425-398-6071
Notes:
1. All signs and spacing to conform to the MUTCD
and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
4. Sign size can be a minimum of 48" x 48" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m.
8. Work area will be 7' & 13' W of C/L of Cedar Ave S
& 236' & 256' N of C/L of S 5th St.
BORE PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
WORK VEHICLE
SIGN LOCATION
WARNING FLAG
FLAGGER
STOP
Cedar Ave SS 5th St
1313 ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'STOP
FLAGGER
STOP
FLAGGER
FLAGGERS WILL ASSIST
PEDESTRIANS TO CROSS
A WORKING ZONE
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
PLACE SIGNS ON
BOTH SIDES OF
WORKING AREA
R9-9SIDEWALK
CLOSEDR9-9SIDEWALKCLOSEDCHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
PSE PUGET
SOUND
ENERGY
Job#109100368
626 Renton Ave S Renton, WA
March 23rd, 2017
Sheet 2 of 8 mitchell.peterson@pse.com
425-398-6071
Notes:
1. All signs and spacing to conform to the MUTCD
and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
4. Sign size can be a minimum of 48" x 48" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m.
8. Work area will be 7' & 13' W of C/L of Cedar Ave S
& 309' & 329' S of C/L of S 5th St.
BORE PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
WORK VEHICLE
SIGN LOCATION
WARNING FLAG
FLAGGER
STOP
Renton Ave SB
e
a
c
o
n
W
a
y
S
STOP
FLAGGER
STOP
FLAGGERONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'FLAGGERS WILL ASSIST
PEDESTRIANS TO CROSS
A WORKING ZONE
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
PLACE SIGNS ON
BOTH SIDES OF
WORKING AREA
1313R9-9SIDEWALK
CLOSEDR9-9SIDEWALKCLOSEDCHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
PSE PUGET
SOUND
ENERGY
Job#109100368
626 Renton Ave S Renton, WA
March 23rd, 2017
Sheet 3 of 8 mitchell.peterson@pse.com
425-398-6071
Notes:
1. All signs and spacing to conform to the MUTCD
and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
4. Sign size can be a minimum of 48" x 48" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m.
8. Work area will be 7' & 15' W of C/L of Renton Ave S
& 119' & 139' N of C/L of Beacon Way S.
BORE PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
WORK VEHICLE
SIGN LOCATION
WARNING FLAG
FLAGGER
STOP
S 9th StRenton Ave S1111 1515STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGERONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'BEPREPAREDTOSTOPW3-4ROADWORKAHEADW20-1W20-7A100'100'100'
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
PLACE SIGNS ON
BOTH SIDES OF
WORKING AREA
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
PSE PUGET
SOUND
ENERGY
Job#109100368
626 Renton Ave S Renton, WA
March 23rd, 2017
Sheet 4 of 8 mitchell.peterson@pse.com
425-398-6071
Notes:
1. All signs and spacing to conform to the MUTCD
and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
4. Sign size can be a minimum of 48" x 48" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m.
8. Work area will be 7' W of C/L of Renton Ave S
& 16' S & 35' N of C/L of S 9th St.
BORE PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
WORK VEHICLE
SIGN LOCATION
WARNING FLAG
FLAGGER
STOP
S 9th StRenton Ave S1111 1515STOP
FLAGGERONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
PLACE SIGNS ON
BOTH SIDES OF
WORKING AREA
STOP
FLAGGER
STOP
FLAGGER
ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
PSE PUGET
SOUND
ENERGY
Job#109100368
626 Renton Ave S Renton, WA
March 23rd, 2017
Sheet 5 of 8 mitchell.peterson@pse.com
425-398-6071
Notes:
1. All signs and spacing to conform to the MUTCD
and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
4. Sign size can be a minimum of 48" x 48" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m.
8. Work area will be 20' E of C/L of Renton Ave S
& 16' S & 35' N of C/L of S 9th St.
BORE PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
WORK VEHICLE
SIGN LOCATION
WARNING FLAG
FLAGGER
STOP
S 9th StRenton Ave SS 9th StGrant Ave S11111515
161615151111RESIDENT(S) WILL BE INFORMEDOF POSSIBLE TEMPORARYDRIVEWAY CLOSUREFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PAR
K PLACE SIGNS ONBOTH SIDES OFWORKING AREASTOPFLAGG
ER
STOPFLAGG
ERSTOPFLAGG
ER STOPFLAGG
ER
ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1 W20-7A 100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYJob#109100368626 Renton Ave S Renton, WAMarch 23rd, 2017Sheet 6 of 8 mitchell.peterson@pse.com425-398-6071Notes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 40' & 60' E of C/L of Grant Ave S& 8' & 15' S of C/L of S 9th St.BORE PIT28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOP
S 9th StS 9th StHigh Ave SGrant Ave S16161515
1515191913131111RESIDENT(S) WILL BE INFORMEDOF POSSIBLE TEMPORARYDRIVEWAY CLOSUREFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PAR
K PLACE SIGNS ONBOTH SIDES OFWORKING AREASTOPFLAGG
ERSTOPFLAGGE
R STOPFLAG
GE
R
STOPFLAGGE
R
ONE LANE
ROAD
AHEAD W20-4ROAD
WORK
AHEAD W20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1 W20-7A 100'100'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYJob#109100368626 Renton Ave S Renton, WAMarch 23rd, 2017Sheet 7 of 8 mitchell.peterson@pse.com425-398-6071BORE PIT28" TRAFFIC CONELEGENDTRAFFIC FLOWWORK VEHICLESIGN LOCATIONWARNING FLAGFLAGGERSTOPNotes:1. All signs and spacing to conform to the MUTCDand City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.4. Sign size can be a minimum of 48" x 48" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.m.8. Work area will be 10' & 30' E of C/L of High Ave S& 8' & 15' S of C/L of S 9th St.
S 9th St
S 9th St
High Ave S151515151313
RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
FROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
PLACE SIGNS ON
BOTH SIDES OF
WORKING AREA
DEAD END
STOP
FLAGGER
STOP
FLAGGERONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7A100'100'100'CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
N
PSE PUGET
SOUND
ENERGY
Job#109100368
626 Renton Ave S Renton, WA
March 23rd, 2017
Sheet 8 of 8 mitchell.peterson@pse.com
425-398-6071
Notes:
1. All signs and spacing to conform to the MUTCD
and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
4. Sign size can be a minimum of 48" x 48" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m.
8. Work area will be 3' W of C/L of High Ave S & 323' &
523' S of C/L of S 9th St.
BORE PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
WORK VEHICLE
SIGN LOCATION
WARNING FLAG
FLAGGER
STOP