24228 FIRDALE AVE.PDF11312
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Pilchuck Contractors, Inc.
Job #107015192
21. Dec 02
Sheet 1 / 1
J. Buss
National Barricade Co
Notes:
1. All signs and spacing to conform to
the MUTCD & City of Edmonds specs.
2. Work zone is 15'w/o c/I Firdale AVE
& 11' n/o dI of 242 PL SW, running the
to the end of 242 PIL SW. Cuts in
242 PL SW every 20'(7 cuts + 1 tie-in)
3. Alert affected businesses.& residents.
4. All signs are 48" x 48' B/O
unless stated otherwise.
5. Flagger to control alternating one-way
traffic on 242 PL SW
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ORK
CHANNELIZING DEVICE SPACING (FEET)
—TAPER
TANGENT
30
60
20-7A
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�7/W 9 - 3
20-1
LEGEND
WORK AREA
28" TRAFFIC CONE
--0- EXISTING TRAFFIC FLOW
'SZ SIGN LOCATION
41 FLAGGING STATION
PROTECTIVE VEHICLE
E�m OR WORK VEHICLE
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City of Edmonds -
InEW
Flip6mitNo: 0014Q,
RIGHT -OF -WAY CONSTRUCTIONTERMIT
Issue Date:
A. Address or Vicinit�of Construction:
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B. Type of Work (be specific
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C. Contractor: Pz) v t &L" Contact: 3u, &IcLlcr,
Mailing Address: Phone:omj
State License#: JLL IAO _L 6) Liability Insurance: Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if a:pplicable):
E. M Co I mmercial El Subdivision Ej City Project El EUC (PUD,,VERIZON, PSE, AT& T, OVWD)
M Multi -Family El Single Family F] Other
INSPECTOR:
F. PAVEMENT CUT: El YES El NO G. SIZE 0 . F CUT 4>7 X
CONCRETE CUT: El YES M NO
241 SIR F-021
INDEMNITY. Applicant'understands by his/her signature to this application helshe holds -the City of Edmonds harmless -from,
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen,'. that may be made againsIt"'the City of
Edmonds or any of its departments or employees, including,but not limited to the defense of an legal proceedings including defense
y
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINA L
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET. PATCH IS.
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT ff7LL 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-cui trench work shall be patched with asphalt or City -
approved material,prior to the end of the workday - NO EXCEPTIONS.
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* Three sets of cofisfiuction 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 TII MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: Date:' C-I;L
(Contractor or Agent)
FOR CITY USE ONL
Approved by:.
Time Authorized: Void After 'A
Special Conditions�: WtRCT OVWSD TM "INM
Right-of-w Fee: +
Ay
Disruption�FedFund 111:
Restoration Fee:
Total Fee�
,Receipt No""."',
'Issued
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTIONJS REQUIRED PER CHAPTER,,, 18.00 OF ITHE EDMONDS
COMMUNITY DEVELOPMENT'CODE (Phone 425-7714220, Ext. 1326)
FINAL APPROVAL OF PERMITTED . WORK.- P1,_ &4c, -?en. it ls L24ek_ DATE: fo/vd 7
n ni
Inspector's Signature aS cd �6/2,S/og J Collins
For inspection requirem4hts 'see Engineering Inspection Information handout.
D:\MyDocuments\Forms\Engmmg\ROWpermiI doc
STANDARD NCC CAS
CONSTRUCTION NOTES:
TIE—IN
1-114" SERVICE TEE H-17
ff ON CL & f5tw CL
(--')N CL & (--')W CL
1-114" TRANS. FIT. & TEST LEAD
WN CL & 16"W CL
(—')N CL & (__ ')W CL
2'x4' CUT. EVERY 20' (7 TYP.)
PROPOSED 120'
1-114" PE IP MAIN
WN CL
(--')N CL
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7.
N.
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2" PE CAP V1J
WN CL & 135'W CL
(---')N CL
(—_,--)W CL
1. FIELD LOCATE ALL UNDERGROUND UTILITIES. CALL "ONE— CALL" TWO WORKING
DAYS PRIOR TO CONSTRUCTION. 1-800-424-5555.
2. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS
AND GAS STANDARDS PROCEDURES MANUAL.
3. INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE.
4. ANY CHANGE IN ROUTE, TIE—IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE
APPROVED BY PROJECT MANAGER.
5. COMPLETE "PIPE CONDIT10N REPORT' ON ALL EXPOSED EXISTING PSE
FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST LEAD)
INSTALLATION.
6. INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL
ANODE AND TEST LEAD WIRES PER PSE GAS OPERATING STANDARDS 14.2 AND
14.5.
7. 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 STANDARDS 10.3
8. INSTALL ANODES AND TEST LEAD VVIRES AS REQUIRED PER PSE GAS
STANDARDS PROCEDURES P0201 AND P0303 AND PSE GAS OPERATING STANDARD
10.2. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS.
9. REFER TO PSE GAS OPERATING STANDARD 6.8 FOR MAIN AND SERVICE COVER
REQUIREMENTS.
10. 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
P081 6.
11. CUSTOMER PROVIDED TRENCHES ON PRIVATE PROPERTY SHALL CONFORM TO PSE
STANDARDS.
12. 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.
13. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEM. NO Two MAINS
SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY
A PSE REPRESENTATIVE.
14. SYSTEM MAOP DENOTED BI SYSTEM MAO'P = 45 PSIG,
15. COORDINATE INSTALLATION WITH CORROSION CONTROL- ED VOOGT, 206-396-2799-6313
GAS MAIN INSTALLATIONIRE71REMENT
TypetWork
Pipe Size
Type
Estimated
Length
Actual
Length
Manufacturer
INSTALL
1-1/4"
PE
120'
GAS MAIN PRIESSURE & TEST04G
TYPE TEST
PRESSURE
TESTED BY
DATE ON
TIME ON
DATE OFF
TIME OFF
TYPE TEST
PRESSURE
TESTED BY
DATE ON
TIME ON
DATE OFF
TIME OFF
P2Asin Press 60
SYS MAOP 45
PROJECT PHASE
NOTIF#
ORDER#
SAP Superior
ServioetMeter
Service/Meter
Service/Meter
Service/Meter
Ind. Service
Ind. MSA
Dis. Reg. I FT
HIP Svc1MSA
Relocate
Ret rement
X372768199
_X155803491
107015192
106098497
I Contractor: CONSTRUCTION COST CODES:
[_021-103-1 1 1 1
Project Manager Contact Information:
PATTI NESS
CELL: 425-327-2783
REV# DATE BY DESCRIPTION
3
2
FITTER (CHECK BOX IF COMPLETE)
COUNTY
Work area left in Clean & Safe condition SNOHOMISH
Complete all Pipe Tables and Gas Pressure Stomp 1/4 SEC
Field changes Red —Lined on as —built SE 36-27-03
Material verified and Changes oted on paperwork
All Valve & Tie—in locations oted on as —built 0 UTILITIES
Note beginning of Main, EOM & Line of Main locations E] CONTACT -
Show Rope Locations & Cul—de—sac Radius PHONE#
141:111N, -OTT"
Foreman's Signature
Company
=_R SECT
5
MAP
164.062
Vicinity Map
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WORK SITE
E St
104 Ist It
Holy
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Owner/ Developer Contact Info
JULIA CANNON
IL
24228 FIRDALE AV
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EDMONDS, WA 98020
ATTN: JULIA CANNON 206-546-9317 office
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2
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CALL (800) 424-5555
C-1
2 BUSINESS
DAYS BEFORE YOU DIG
THIS SKETCH NOT TO BE RELIED UPON FOR EMCT LOCATION OF FACILITIES
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REAL ESTATE/EASEMENT
PERMIT
N/A
CITY OF EDMONDS
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FUNCTION
CONTACT
PHONE
DATE
PROJECT MGR
PATTI NESS
206-418-4237
12/6/02
ENGR-GAS
DRAWN BY
JOHN MOSS
206-418-4253
12/19/02
CHECKED BY
PATTI NESS
206-418-4237
GAS WK CTR APPROVED BY PATTI NESS 206-418-4237 1 C 9;,)' " �' ;;
MCNSEG 0
FITTER #1 0
PLAT MAP FITTER #2 z
167.067
MAPPING
in
JOINT FACILITIES ARRANGEMENTS t11%
52
SAP Superior Order =3
�.j 107015192
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SOUND JULIA CANNON
Drawing Number
ENEIRGY 1-1/41' PE IP MAIN EXTENSION N/A W
Employee ID# U)
24228 FIRDALE ", EDMONDS, WA 98020 SCALE: PAGE: EL
DESIGNED BY PILCHIUCK CONTRACTORS INC.
50' 1 1/1
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