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Pilchuck Contractors, Inc.
Job #107018937
2 Feb 04
Sheet 1 / 1
J. Buss
National Barricade Co
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Notes:
1. All signs and spacing shall conform
to the MUTCD and City of Edmonds specs.
2. Work zone is 303'n/o c/I 234 ST SW
& 13'w/o c/I 84 AVE W
3. Flaggers will control alternating
one-way traffic.
4. Alert affected residents
5. Channelizing devices are 28" cones.
6. Tapers will be 50'- 100' and must
contain at least 6 devices.
7. All signs are 48" x 48" B/O
unless otherwise specified.
Nore: 74'ts rkAr-ctc, c_ox4-rq,0j /3
'"PROVeD -NND 0614"1 GOOD "4
CITY 01: G.DMOP'�Cos R
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SCALE
CHANNELIZING DEVICE SPACING (FEET)
TAPER TANGENT
20 1 40
W20-7A
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AHEAD
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APPROVED AS NOTEU
BY ENGINEERING
Date: _'22�
I— LEGEND I
WORK AREA
28" TRAFFIC CONE
EXISTING TRAFFIC FLOW
MZ SIGN LOCATION
rr FLAGGING STATION
PROTECTIVE VEHICLE
�MB OR WORK VEHICLE
City of Edmonds Permit No 33
RIGHT-OF-WAY CONSTRUCTION PERMIT lisueDate:
A. Address or Vicinity of Construction:
B. Type of Work (be specific)::_-,Ta_4(�,\1 \-�o nx i -,t)' �'j L
4 _J,-4 -7 e 0,1 ( - 6 � F � (_1)' U e- L 6 A)r) (a'vvy-ox C>-) Y
1�d� r ArAo Oolz4 4aA_f Jr)-7^i RA 7K-7 I
C. Contractor:
Mailing Address:
State License #: Ail L.0- 14 C_ L. 10 1 V,),-1 V4
f
D. Building Permit # (if applicable):*
E. F-1 Commercial
Multi -Family
INSPECTOR:
F. PAVEMENT CUT:
CONCRETE CUT:
A
E] Subdivision
El Single Family
[] YES NO
F-1 YES NO
Contact: L�'IJQ Lr\-ce-
Phone: (x 0
Liability Insurance: Bond: $
Side Sewer Permit # (if applicable
EjtityProject EUC(PUD,VERIZON,PSE,AT&T,OVWD)
El Other I
G. SIZE OF CUT X
INDEMNITY. Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmless from
i . nj . u h . es, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any of its.departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIPAND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES W1LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT 97LL 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.
# Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PPJOR TO BEGINNING WORK
I)IA VE READ THE ABOVE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND A CKNO WLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES- FOR INSPECTIONS
Signature: Date: nr1_JG0_1)13�
(Contractor or Agent)
FYR CITY USE ONLY
U
Approved by--. �_Jy_m PTr'UA 2 "U14 Right-of-wgy Fee: A/� 4-Alb 1 0
Time AuthodzleA: Void Afty-' A4A -'t/
er 26404 Disruption Fee/Fund 111:
Special�&nditions: NQ-riF*f AirrRC_'T,&j)
('0" A4 V N -rq 7- 1Z A N S i r -,c rC- Total tee: 2 2 5.
eAt_t. 7W- 0)22(b 9r:/3,_-1t, BrFot2g; Lcoa,, Rec* eipt No:
TO aEOOF%�-r -/-AAFF'IC C01,47aCl- IN5PFC7-101
Issued by:,
/\-j 0 B rA Pl-2
0 PC 0, Aj .,c kDAl SNo i-% n" isi-& Cn. rr.A2
UPON COMPLETION OF PERMITTED WORK9 AN ENGINEERING FINAL
INSPECTION IS REQUIRED P * ER 'CHAPTER 18.00, OF THE EDMONDS
COMMUNITY DEVELOPMENT COD (PhoQe 215-771-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK.- DATE: r2
Inspector's Signakee
For inSDection reauirements see Enaineerine InSDection Information handi
DAMy Documents\Forms\Engmmg\ROWpermit—.doc
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EX. DEACT Z'STW 12'W
Cal
C6
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2" TRAM. FIT. Z' X 1 114" REDUCER CIO CIO
#10 CP TEST WIRE 303'N CL & 12"W CL C�I
Izo
-)N CL CK I
CP TEST LEAD BOX ( --- 1)w CL L
303'N CL & 12'W CL 00
--- IN CL & W CL — — — — — — — — — — — — — — — — — — — — —
— — --- — — — — — — — — — — — — — — — — — — — —
T T PROPOSED EOM
TIE—IN L F —PROP. 1 114" PE IP MAIN 1 114" PE CAP
2" S VC TEE 1O'ESMT 303'N CL 303'N CL & 227'E CL
303'N CL & 13'W CL --- IJIN CL (---)N CL
__')N CL & (—,)W CL I ')E CL
PROPOSED co
1 114" PE IP MAIN
EX. Z"STW MAIN- 303'N CL ca
13'W CL ( --- IN CL
EX. 16"STW HP MAIN
00
234 ST SW
2"STW—IP Fs—
-�A
1963 (J-"03)
60'
R/W
W SOIL
3'GRAVEL
SHOULDER
84 AVE W
GRAVEL
ASPHALT
CL
it, oil 1 1'PMED
I SHOULDER SOIL E
w
. &
PROP. 2* GAS7A A b A A
13'W CIL
EXIST 16* GAS 60' ROW
12'W CIL ROADWAY CROSS-SECTION
N.T.S.
IN
STANDARD GAS CONSTRUCTION NOTES:
1. FIELD LOCATE ALL UNDERGROUND UTILITIES. CALL "ONE -CALL" TWO WORKING DAYS PRIOR TO CONSTRUCTION, IN
V.!ESTERN WASHINGTON CALL: 1-800-424-5555., IN KITTITAS COUNTY CALL: 1-800-553�4344
2. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING,�TAWARDS AND GAS FIELD PROCEDURES.
3. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE .,STAND,
i �RD PRAC110E 0150.3200 TECHNIQUES FOR TEMPORARY
EROSION AND SEDIMENT CONTROL AND ANY ADDITIQ!Ml� LOCA JQRISDICTION REQUIREMENTS.
4. NO-RFY PROPERTY OWNERS ADJACENT TO PROPQSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TP PJsTRibum'FLYFERS IF JOB IS LARGE, OTHERWISE HAND
Di -LIVER FLYERS BE SURE TO INCLUDE THE LIST�OF,'.'rREOUEWO ASKED QUESTIONS AND INFORMATION ABOUT
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE MEN �.MEIR SERVICE IS INSTALLED OR REPLACED
P�'.-__R GAS OPERATING STANDARD 2550.1600. ALLOVADIEQU� I
11ME FOR CUSTOMER DECISION AND RESPONSE.
5. ANY CHANGE IN ROUTE, TIE-IN METHOD OR ADDITIONAL MAIN"FOOTAGE MUST BE APPROVED BY PSE GAS ENGINEERING
SLRVICES.
6. COMPLETE "PIPE CONDITION REPORT* ON ALL EXPO$ED EXISTING PSE FACILITIES. CHECK BOX ON.REPORT FOR WIRE
BOX (TEST LEAD) INSTALLATION.
7. ACTIVE SERVICES DENOTED BY:
8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED ffil)i RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
9. VALVE MARKERS, $HALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD
2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT REDILY "ACCESSIBLE, AND FOR ALL.Y4�4YES WERE
PERSISTANt SNOWFALL MAY OBSCURE THE VALVE BOX
10. TO PREVENt.`A61CIDENTAL OVERPRESSURE OF AD I JOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT A$
SHOWN ON THIS DESIGN UNLESS APPROVED BY PSE GAS ENGINEERING SERVICES.
11. SYSTEM MAOP DENOTED BY. I SYSTEM MAOP = -4.5- PSIG I
12. R17STORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
1
13. GAUGE AND MONITOR USE OF ALL STOPPERS AND SQUEEZES TO ENSURE ADEQUATE FEED. (USE MANOMETER FOR
Lf" SYSTEMS)
14. PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3400, AND 2525.1200.
15. COORDINATE INSTALLATION NTH CORROSION CONTROL- ED VOOGT — PHONE 206-396-g799
GAS MAIN INSTALLATION11IMMIREMENT
Type/Work
Pipe Size
Type
Estimated
Length
Actual
Length
Manufacturer
INSTALL
I 11V
PIE
24W
GAS MAIN PRESSURE & TESTING
TYPE TEST
PRESSURE
TESTED BY
DATE ON
TIME ON
DA I* E OFF
TIME OFF
TYPE TEST
PRESSURE
TESTED BY
DATE ON
TIME ON
I
DATE OFF
TIME OFF
Design Press 60---fS'
YS MACIP 45
1
PROJECT PHASE
NOTIF#
ORDER#
SAP Superior
Service/Meter
Service/Meter
Service/Meter
Service/Meter
Ind. Service
Ind. MSA
Dis. Reg. / FT
HP Svc/MSA
Relocate
Retirement
X891926367
107018937
X229142272
106122568
�Con'tractor: CONSTRUCTION COST CODES:
031,103.1 1 1 1 1
Project Manager Contact Information:
PATTI NESS
CELL: 425-327-2783
Winity Map
WORK SiTE
Owner/ Developer Contact Info
DIXIE ALISLUND
23309 84 AVE W.
EDMONDS, WA 980�6
ATTN: 425-672-8106 office
CALL (800) 555
424.5�
2 BUSINESS DAYS BEFORE YOU I IG
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES I