24208 FIRDALE AVE.PDFiiiiiiii iiiiii
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24208 FIRDALE AVE
V
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
so
35/45
30
60
25/30
20
40
co Ch
0 - k o p Co
c6 e I
CNI
>C
cc
242 S7- SW ft _16bb..
Pilchuck
Job #107012522
6 Feb 02
Sheet 1 / 1
J. Buss
National Barricade Co
U
P_
NO
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IQ a
10
Notes:
1. All signs and spacing shall conform
to the MUTCD and City of Edmonds specs.
2. Work zone is 25'w/o Firdale AVE &
11' n/o c/l 242 ST SW
3. Flaggers will control alternating
one-way traffic on 242 ST SW only.
4. Ale'rt.affected residents.
5. Channelizing devices are 28" cones.
6. All signs are 48" x 48" B/O
unless otherwise specified.
jr�,) -
0
ROAD)
WORK 0
AHEAD Z
W , 20-1 T
NOT TO
SCALE
RIGHT -OF
City of Edmonds? Permit No:
WAY CONSTRUCTION PERMIT IssueDate: 00'
A. Address or Vicinity of Construction: 0
B;_ specific): e-
,�)ype of Work (be.
Li � F_xAe_yx & o e-w
In- -_7� 75 '
V.
CL, t�v C�0
(2.14- &P
4+
C. Contractor:\Dt�Pi�d�iuo_L 60yx� Contact:
Mailing'Address: Phone:,:W9` 44�1 41�)9
0-i-H wcx_ q �6_
State License #: 101 —IrR 6-
A: i.le
6; 1 aFiIii371iNurdrice: Bond:
D. Building Permit # �if applicable): Side Sewer Permit # (if applicable):
E. F� Commercial' Subdivision City Project E] EUC (PUD,-GTE; PSE, CHAMBERS, OVWD)
Multi -Family E] Single Family F] Other
fNSPECTOR-
F. PAVEMENT: YES F� NO G. SIZE OF CUT x H. Charge: $
CONCRETE CUT: F-1 YES F� NO
,Its
IDEMNITY.- Applicant understands by hislher signature�l is application helshe holds the City of Edmonds harmless`ftzon� inj'uries','
damages or claims of an . y kind or description wha tsbever, foreseen or unforeseen, that may be made against the City ;. ofjEd?�-onds or
dny of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and
attorneyfqes by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLEFOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL'—o'
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT.
Traffic control and public safety shall be in accordance with City regulations as required by the City Prigineer. 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.
I RA VE READ THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENE-V AND ACKNO WLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: Date: _0
(Contractor or Agent)
CALL DIAL -A -DIG (1-800'424-5555) PRIOR TO BEGINNING WORK
'FOR ClTrUW ONLY
A'Oproved by -a Right;-of-wayFee:.
"it.- 'fter Disruption,'Fee/Fund I It;
!Time AuthorizedP V7t-oil 6A,
1$pecia1ConditioRs,-_ jw-IA-itj 51 Restoration Fee:
�eP63F_ A I- TotalFee:-
hA_-Ter,_ �-gon!�miz�s. If Str,��m)AL4 S96T(ook Receipt No
Y,
-doe: F-mAign, rr4myr" W jrUti 4jbk�.5, VP��9;61ssued b
0-1 01`trl� g4dtodgLL Juwc retaw4-
V
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAI
INSPE'CTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMpT CC
tDE
W A
FINAL APPROVAL OF PERMITTED WORK.-- I I % A a I A
INSP&,,*ORW61�iTURE DATE: /111,21 ffv
For inspection requirements see Engineering Information Handout. V
SCALE - I" - 50'
EOM
150V, +/-467q
LOC
A
PROP 2" PE EP MAIN \NIV
I 50V
LOC PROP 2" PE IP MAIN
A45
LOC
2"X 90 ELL
150V, I I'N
LOC
STANDARD NCC GAS CONSTRUCTION NOTES:
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 CONDITION 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 WIRES 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 AND 6.17.
11. CUSTOMER TO PROVIDE ALL TRENCHES ON PRIVATE PROPERTY PER 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 BY SYSTEM MAOP 45 — PSIG.
15. COORDINATE INSTALLATION WITH CORROSION CONTROL _E2 _VOQ9_T__!9_6_=:_3.26=Z!QL-
2" SVC TEE
+/-I 1'N, 25V
LOC
VICINITY MAP CONSTRUCTION
FITTER (CHECK BOX IF COMPLETE)
Work area left in Clean & Safe condition
Complete all Pipe Tables and Gas Pressure Stamp El
Field changes Red —Lined on as —built ID
Material verified and Changes noted on paperwork
All Valve & Tie—in Locations noted on as —built
Note beginning of Main, EOM & Line of Main locations
Show Rope Locations & Cul—de—sac Radius
Foreman's Signature
Company
Employee ID#
GAS MAIN INSTALLATION RETIREMENT
I R
SIZE
PROP.FT-
ACTUAL FT.
TYPE
MANUFACTURER
2"
160'
PE
PROJECT PHASE
NOTIF #
ORDER #
GAS MAIN
107012522
X073144529
SERVICE
1106079792
1 xq71q7c*t?-
I
I
'
CNAIZ� �/!A[N-FIRLE�S-`�Jjl
- I
TYPE TEST:,
PRESSURE;
TESTED BY:
DATE ON:
TIME ON:
DATE OFF:
TIME OFF:
DESIGN: 60 PSIG
MAOP: 45
COST CODES:
-CONSTRUCTION
011 —' 103-1
Terry Wagner
24208 Firdale AV
Edmonds, WA 98020
206-542-3559
CALL 1-800-424-5555
2 BUSINESS DAYS BEFORE YOU DIG
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES
5
REAL ESTATE/EASEMENT
Req'd
PERMIT
EDMONDS
4
3
FUNCTION
NAME
PHONE NO
DATE
2
PROJECT MGR:
DOUG USITALO
(206) 418-4236
01/31/02
1
ENGINEER:
REV#
DATE
BY
DESCRIPTION
DRAWN BY:
PEGGYSHULL
(206) 418-4253
01/31/02
COUNTY
SNO
EMER SEC
5
Work Center
MCNS EG
CHECKED BY:
DOUG USITALO
(206) 418-4236
APPROVED BY:
DOUG USITALO
(206) 418-4236
1/4 SEC
SE-36-27-3
OP MAP
1 164.062
PLAT MAP
1 167.067
MAPPING:
1
1(
JOINT FACILITIES ARRANGEMENTS
UTILITIES
CONTACT
PHONE
<@>PUCET
SOUND
ENMW
DESIGNED BY PILCHUCK COWRXM, INC.,
Terry Wagner
2" PE IP MAIN EXTN
24208 Firdale AV
Edmonds, WA 98020
107012522 1
SCALE: 1* - 50