23721 96TH PL SW.PDFiiiiiiiiii lill
15554
23721 96TH PL SW
1 0
Z
)
NOT TO
SCALE
a -VI . A
-%"o
.-�' )Ot
N
0
�t-7
%D
0%
Notes:
1. All signs and spacing shall conform
to the MUTCD and City of Edmonds specs
2. Alert affected residents & businesses
3. Channelizing devices are 28"
traffic cones.
4. Maintain 2 10' lanes for vehicles.
5. All signs are 48" x 48" B/O
unless otherwise specified.
6. Work zone is 23'w/o c/I 96 PL W
& 76's/o c/1 237 PL SW
CHANNELIZING DEVICE SPACING (FEET)
TAPER
TANGENT
20
20
9-98
9nLq
/WEI .,?Z X 119C
MIR
36" x 24" B/W
SZ-1
R5-8
Pilchuck Contractors, Inc.
Job #109013478
25 Jan 03
Sheet 1 / I
J. Buss
National Barricade Co
I LEGEND I
WORK AREA
28" TRAFFIC CONE
-0- EXISTING TRAFFIC FLOW
'SZ SIGN LOCATION
PROTECTIVE VEHICLE
=3 ORWORKVEHICLE
0
M3- LO
City of Edmondstf, Permit No:.
STREf E
PE
RIGHT-OF-WAY CONSTRUCTION Issue Date: =2-1 q* o3
A. Address or Vicinity of Construction: ?) PL L4J
B. Type of Work (be
C. Contractor:
-:1; V'7
(Leci � k Contact:%."J1 a r), ""'i A, C_v
Mailing Address: �_:)+G cLp (-A. u M'
State License L-(�_ 10-1-1
C
S-7 / -6) G (,v - 4// 0
Liability Insurance: - Bond:$
D. Building Permit # (if applicable): A Side Sewer Permit # (if applicable):
E. F-1 Commercial Subdivision City P roject EUC(PUD,VERIZON,PSE,AT&T,OVWD)
F-1 Multi -Family. E] Sin a t —Other-, -
2
INSPECTOR:
F. PAVEMENT CUT: JD YES �i,4 G. SIZE OF CUT
15YEg' El NO
CONCRETE CUT:
Al'I'LICANT TO IZEAI) ANI) SICN
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edm6nds harmless ftom
injuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
'de
EdniondA or any of its departments or employees, including but not limited to the fense of any legal proceedings includink defense
costs anJ attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Traffic control and public'safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained. as required. by (WAC) 296-155-305 -and must have certification verifying completion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
* JThree sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature:
Or
Approved by:'
Time Authorized: Voia.:After.
Special Conditions:
Date: r) I
[)r or Agent)
FOR CITY USE ONLY
Right-of-way Fee: t V
IM3 Disruption Fee/Fund 11 1:
T 6yyysb Im Restoration Fee: _j
a r1eAW,5 - --rofiwc- Total Fee: :1 71
Receipt No:
Issued by:4:��,
MOALS
UPON OMPLETION OF PERMITTED WORK, AN ENGINEERIN G FINAL'
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326)
FINAL APPROVAL OFPERMITTED WORK. t4lml;�6 4 DATE: 1,01-?6,10 7
irispector's Signature
For inspection requirements see Engineering Inspection Information handout.
DAMy Documents\Forms\Engn'rng\ROWpermit—.doc
I
I .:
FUSE TIE-IN
359'E, 23'S CIL
<
0
CDCO NCO,
7)
T T 11 /4"MPEI A 23' to
+14,S 0MIMM M0 em wn RM
*rl:
I' F
wuj�d 109006369-99
PI'm .0
r". 0
on I- K)
n �Jn
EX. 2- ST IP
23's.
M ME 00 1M
10;mmt�
sm loom 1M
W
0
C-4
C)
C:)
moo
C*4
to
cr
Cr
1.
9066
9b
P,
J-7i
-ft
0
9
i9l�. , _1�
�1"
DEACT. EX. 2" ST IP 23'S
INSERT * 1" 114 " MPE IP MAIN
61 be
DEACTIVATE. EX. 2" ST IP 23'W T T
INSERT 1�114" MPE 1P MAIN
97?,9
DEACTIVATE'EX. 2" ST IP 23'S
INS)ERT 1-114" MPE 1P MAIN 7
ROPES
ro fops
06
M 2" X 1-114" MPE RED UCER
S IP 2
T 114." X 900 MPE ELL.
j-957 9 VS, 2 PS CIL
Itr 371-
-FUSE TIE-IN 0S
99'S, 2 PS CIL
fill- 11
OD
M
0eq
V�
kD
\ID
1111,u � I .4r
LA N 0 9.70,
-F7
766 70/3
217
PLOT PLAN
SCALE: I"=750'
KEY
+ => EX. SERVICE IS EXCESSIVELY OFFSET
- RUN NEW SERVICE FROM METER TO
MAIN TIE IN AND TEST
C&C => INACTIVE SERVICE
-CUT AND CAP AT MAIN IF PRACTICAL,
OTHERWISE @ LP
T&T => EX. SERVICE IS ADEQUATE
-TIE OVER AND TEST
=> ACTIVE CAS CUSTOMER, EX. SVC TO
-BE REPLACED
Kos
lab
2"BIO STOPPER
TEST LEAD &
2 " MPE TRANSITION FITTIA
30'S, 23'E CIL
5/13"257'S 'c*43
2000
2" X 1-114" MPE REDUCER
33'S, 23'E. CIL
00.�
N
C�
1qq
J99
DEACT. EX. 2" ST IP 23'E
INSERT 1-114" MPE IP M-A
1.
gig
C)C) Z A/
FITTER (CHECK 13OX IF COMPLETE)
Work area left In Clean & Safe pandition.
11
Complete all.Pipe Tables and Gas P. ure Stamp
0
Field changes Red -Lined on as -built
0
Material verified and Changes oted on paperwork
11
All Valve & Tite-in Locations oted on as -built
0
Note beginning of Main. EOM & Line of Main locations
11
Show Rdpe Locaridris & CUI-de-soc Radius
11
Foreman's Signature
Company Employee ID#
GAS MAIN INSTALLATIONIRETIREMENT
Tyi)e/Work,
Pipe Size
Type
Estimated
Length
Actual
Length
Manufacturer
INSTALL
1-114"
MPE
1000,
RETIRE
2"
ST
1000,
GAS MAIN PRESSURE & TESTING
TYPE TEST
PRESSURE
TESTED BY
DATE ON
TIME ON
DATE.OFF
TIME OFF
TYPETEST+
PRESSURE
TESTED BY
DATE ON
TIME ON
DATE OFF
ITIMEOFF.
Desi. n Press 60
1 SYS MAOP 45 PSIC9
STANDARD IP & LP GAS
REPLACEMENT CONSTRUCTION NOTES:
1. FIELD LOCATE ALL UNDERGROUND UTILITIES. CALL "ONE -CALL" TWO WORKING DAYS PRIOR TO CONSTRUCTION,
WESTERN WASHINGTON - 1-800-424-5555. KITTITAS COUNTY - 1-800-553-4344
2. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
3. 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.
4. NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION- ACTIVITIES A MINIMUM OF 24 HOURS
PRIOR TO BEGINNING CONSTRUCTION. USE i2i TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE
HAND DELIVER FLYERS.
5. NOTIFY IN WRITING, USING THE APPROPRIATE FORM LETTER AND THE LIST OF FREQUENTLY ASKED QUESTIONS,
ALL SINGLE FAMILY RESIDENTIAL CUSTOMERS OF THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN
THEIR SERVICE IS INSTALLED OR REPLACED, PER GAS OPERATING STANDARD 9,12. ALLOW ADEQUATE TIME FOR
cusroMER DECISION AND RESPONSE.
6. ANY CHANGE IN ROUTE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY PROJECT
MANAGER.
7. COMPLETE "PIPE CONDITION REPORT" ON ALL EXPOSED EXISTING PSE FACILITIES. CHECK BOX ON REPORT
FOR WIRE BOX (TEST LEAD) INSTALLATION.
8. ACTIVE SERVICES DENOTED BY FX-X-X X]
9. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE
GAS OPERATING STANDARD 6.36.
10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NG TWO MAINS SHALL BE CONNECTED EXCEPT
AS SHOWN ON THIS DESIGN UNLESS APPROVED 13Y A PSE REPRESENTATIVE.
11. SYSTEM MAOP DENOTED BY ISYSTEM MAOP = 45 PSIG 1
12. NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF 48 HOURS PRIOR TO A PLANNED
OUTAGE.
13. INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE.
14. GAUGE (USE MANOMETER FOR LP*SYSTEMS) AND -MONITOR USE OF ALL STOPPERS AND SQUEEZES TO ENSURE
ADEQUATE FEED.
15. INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WRES
PER PSE GAS OPERATING. STANDARD 14.5.
16. 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 10.3.
17. INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES P0201 AND
P0303 AND. PSE GAS OPERATING STANDARD 10.2. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION
FITTINGS.
18. INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON EXISTING
1-1/8" PE SERVICES PER PSE GAS OPERATING STANDARD 9.12.
19. REFER TO PSE GAS OPERATING STANDARD 6.8 FOR MAIN AND SERVICE COVER REQUIREMENTS,
20. PURGE POINTS AND PRESSURE TAPS SHALL BE INSTALLED PER PSE GAS OPERATING STANDARDS 6.17 AND
14.2.
21. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 6.14, 6.17 AND
14.2 AND PSE GAS FIELD PROCEDURE P0816.
22. PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION.
23. INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 6.22 FOR INSERTIONS AND 6.23 FOR
ABANDONMENT OR DEACTIVATION.
24. PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANOF WITH PSF GAS OPERATING
STANDARDS 6.22 AND 6.23.
25. REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED.
26. INSIDE METER SETS SHALL BE.MOVED OUTSIDE WHERE POSSIBLE OR SETREGULATORS AND VENTS OUTSIDE
PER PSE GAS OPERATING STANDARDS 7.12 AND 9.11.
27. REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 6.22 AND 7.12.
28. REPLACE ALL "NO RECORD" SERVICES AND 1-1/8 " PE SERVICES INSTALLED PRIOR TO 1985.
29. COORDINATE INSTALLATION WITH CORROSION CONTROL ED VOOGT 206-
VIdnity Map
PROJECT
PHASE
NOTIF#
ORDER#,
SAP Superior
Service/Meter
Service/Meter
Service/Meter
Service/Meter
Ind. Service
Ind. MSA
Dis. Reg. / FT
HP SvcIMSA
Relocate
Retirement
10486829
109013478
108516486
ctor CONSTRUCTION COST CODES:
Project Manager Contact Information:
JIM SNYDER
206-423-8085 CELL PHONE
206-418-4220 OFFICE
COUNTY
SNOHOMISH
c� r m, ry
Ownerl Developer Contact lnfb
NIA
ATTN" office
CALL (800) 424-SSSS
2 BUSINESS DAYS BEFORE YOU DIG
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES