ENG20170422-APPLICATION.pdfR E C E I
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2017
ROW PERMIT NO.: ENG 0�_1/
ISSUE DATE:
RIGHT-OF-WAY CONSTRICTION
'A'C . I.39" PERMIT APPLICATION
PROJECT NAME: 107055059 CONTACT: Sue Sidick
CONTRACTOR: PSE/Infrasource
Mailing Address: 1660 Park Lane, Burlington, WA 98233
State License #: INFRASL871 C2
City Business License #: NR-023614
Phone #: 425-457-6353
Fax #:
Email #: Susan.Sidick@pse.com
❑ Liability Insurance ❑ Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION: 396 Sunset Ave N
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT:
Commercial Subdivision LJ City Project 0 Traffic Control (Only)
❑ Multi -Family ❑X Single Family ❑ Other
❑ EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit? ❑ Yes ❑*_ No
ANY ASSOCIATED PERMITS? I BLD# ENG#
DESCRIPTION OF PROPOSED WORK (Be Specific) : Work area see attached pre inspect for work area
cut locations to install main 4 asphalt cuts 1 grass/ dirt & 3 additional dirt cuts anticipated
WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES ❑ NO ❑ Yeai:1071N
PAVEMENT CUT: ❑ Yes ❑ No If yes, indicate size of cut: 3 x 5
CONCRETE CUT: 0 Yes ❑ No If yes, indicate size of cut: x
RIGHT-OF-WAY
CLOSURE AREA
TOTAL
DURATION
(NUMBER OF MONTHS)
Sidewalk 48 Hrs + LF
Alley 72 Hrs + LF
Parking 72 Hrs + LF
X
LF
LF
SF
X
SF
X
LF
SF
APPLICANT TO READ AND SIGN
*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 and Standards. All street -cut trench work shall be
patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS.
Indemnity: The Applicant has signed an application which states he/she hold the City of
Edmonds harmless from injuries, 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 defense costs and attorney fees by reason
of granting this permit.
I have read the above statements and understand the permit requirements and acknowledge that I must
follow all requiremCnt', in order for the pert 't to be valid.
SIGNATURE DATE 1 0/13/2017
Contractor ,r Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Puget Sound Energy Gas Pre -Inspect Form
Job #:
107055059
Date:
9/8/17
Address:
Jurisdiction:
Edmonds
City / Zip:
ROW Permit:
Yes
Customer:
Est. Start Date:
1/15/18
PM / Inspector:
Est. Duration:
3 Da vs
396 SUNSET AVE N
Edmonds, 98020
Chrystal Lanning 425-750-3592
Kevin Williams 425-398-6192
Job Description / Scope of Work
Per 500' Rule Connect 2" pe main(107050495) approximately 150' of 2" pe to 2" pe
New Construction:
Yes
main(107049079) and run new complete 1-1/8
pe service to
single family home(32' scat stub with
Construction Method
34' plat extension) set AL-425 OL @ Inches
Scat ROW / Plat Property
PLAT Map: 16ZO65
N
C4S�erS
Sj
CL W
/
/
PAL
/
Q
i
a / /
Q / /
C�?
1-1/8" PE
�(0
\
�ryv
A425 MSA
OS
gyp'
Cut Locations
19' E CL Sunset Ave N 427' S CL Caspers ST (grass/dirt)
ti
11' E CL Sunset Ave N 427' S CL Caspers ST (Asphalt)
11' E CL Sunset Ave N 457' S CL Caspers ST (Asphalt)
Fd
�0
11' E CL Sunset Ave N 484' S CL Caspers ST (Asphalt)
°ds
24' E CL Sunset Ave N 484' S CL Caspers ST (Asphalt)
St
24' E CL Sunset Ave N 515' S CL Caspers ST (dirt)
24' E CL Sunset Ave N 546' S CL Caspers ST (dirt)
24' E CL Sunset AVE N 929' N CL Edmonds ST (concrete)
Work Location
Size of Cut
Surface Type
Of CL
&
of CL
of CL
&
of CL
Of CL
&
of CL
Service Information
Street Information
Job Type
Diameter:
1-1/8" PE
Flaggers #:
Arterial:
New Residential Main & Svc
EFV:
1-1/8'' - 2600 - 9996743
Police #:
TCP:
Yes
vuGEr
SOUND
ENFRGV
Meter:
A425
Speed Limit:
25
No Parks #:
8
Meter Loc:
Trolley Lines:
Mtr Hoods #:
Del Press:
6" W.C.
Traffic Signal:
Bus Stop:
Bollards:
2.5" #1 4" #
ADA Ramps #:I
Route #'s:
Puget Sound Energy Gas Pre -Inspect Form
Job #:
107055059
Date:
9/8/17
Address:
Jurisdiction:
Edmonds
City / Zip:
ROW Permit:
Yes
Customer:
Est. Start Date:
1116118
PM / Inspector
Est. Duration:
3 Days
396 SUNSET AVE N
Edmonds, 98020
Chrystal Lanning 425-750-3592
Kevin Williams 425-398-6192
Job Description / Scope of Work
Per 500' Rule Connect 2" pe main(107050495) approximately 150' of 2" pe to 2" pe
New Construction:
yes
main(107049079) and run new complete 1-1/8
pe service to
single family home(32' scat stub with
Construction Method
34' plat extension) set AL-425 OL @ Inches
Scat ROW I Plat Property
PLAT Map: 162.065
t
N
CJspe's
ST
CL
/
P/L
141
/
NQ
i
� /
O
Q i /
2 / /
ti
PE
o
/ V
A425 MSA
1%
i
Cut Locations
19' E CL Sunset Ave N 427' S CL Caspers ST (grass/dirt)
ti
11' E CL Sunset Ave N 427' S CL Caspers ST (Asphalt)
11' E CL Sunset Ave N 45T S CL Caspers ST (Asphalt)
Ey
mo
11' E CL Sunset Ave N 484' S CL Caspers ST (Asphalt)
nds ST
24' E CL Sunset Ave N 484' S CL Caspers ST (Asphalt)
24' E CL Sunset Ave N 515' S CL Caspers ST (dirt)
24' E CL Sunset Ave N 546' S CL Caspers ST (dirt)
24' E CL Sunset AVE N 929' N CL Edmonds ST (concrete)
Work Location
Size of Cut
Surface Type
of CL
&
of CL
of CL
&
of CL
of CL
&
of CL
Service Information
Street Information
Job Type
Diameter:
1-1/8" PE
Flaggers #:
Arterial:
New Residential Main & Svc
EFV:
1-1/8" - 2600 - 9996743
Police #:
TCP:
Yes
® PUGE7
SOUND
ENERGY
Meter:
A425 T
Speed Limit:
25
No Parks #:
8
Meter Loc:
Trolley Lines:
Mtr Hoods #:
Del Press:
6" W.C.
Traffic Signal:
Bus Stop:
Bollards:
2.5" # 4" #
ADA Ramps #:I
Route #'s:
Polk
4- t
1
I
Is
Puget Sound Energy P UGET
Traffic Control Supervisor: All SOUND
Stephen R Gadke
Card No. 007599
Card Exp.513112017 ENERGY
staphen.gadke@pse.com
(425)424.6431 Job#107055059
396 Sunset AV N Edmonds, WA
September 18, 2017
Sheet 1 of 1 stephen.gadke@pse.com
(425)424-6431
�'
a• • : �'
Typical dual bore pit configuration
SPOTTER TO
114 (launch pit & receiving pit)
ASSIST PEDESTRIANS
progressing North every 35.40'.
S
Keep Driveways open whenever possible.
Q
Resident(s) will be Informed
of any possible driveway closure.
Flagger and signs will be shifted as
bore pits proceed North.
a
LEGEND
® 29'TRAFFIC CONE
BORE PIT
TRAFFIC FLOW
I n FLAGGER
WORK VEHICLE
SIGN LOCATION
WARNINGFLAG
FLAGGER TO ASSIST WITH
CONSTRUCTION VEHICLE
MOVEMENT INIOUT OF
WORK AREA
CI IANNELIZATION
DEVICE SPACING
MPH
TAPER
TANGENT
55170
40
80
35145
35
so
25130
20
40
Notes:
1. All signs and spacing to conform to the MUTCD
and City of Edmonds 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 I I' 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 approx. 19' E of CIL of
Sunset AV N & 929-1077' N of CIL of Edmonds St.
T
V
FUSE TIE-IN ,V \ // \
929-N CA & 27-E CA 24' �•/
__ N CA & ___'E CA t4,
L
4
j qF
R s � �� �. •4/SHo
A,
CASPERS ST
U
105'
o
10 1
�N N^o-
o_ z z aC
T
ram,/e,
4
TIE-IN
ELBOW 2"X90' MPE
ir', _z1,,,, 427-S CA & 19-E CA
\ —ELBOW 2"X90' MPE
484'S CA & 27'E CA
4 'S CA & ___'E CA
y
Qy
4y,
PROPOSED 4y l
PIPE 1-1/8" MPE IF SVC
CA E
R W R/W
25'
' GAS
A ROADWAY CROSS SECTION
Scale: NONE
HOLE HOG TABLE
CALLOUT
LOCATION
DEPTH
LENGTH
BPI
START
BP2
END
BP3
START
BP4
END
BP5
START
BP6
END
BP7
START
BPB
END
BP9
START
BP10
END
BP71
START
BP12
END
BP13
START
BP14
END
BP15
START
BP16
END
BP17
START
BP1B
END
BP19
START
BP20
END
STANDARD GAS CONSTRUCTION
1 FIELD LOCATE ALL UNDERGROUND UTILITIES EXCAVATOR TO CALL "ONECALL"TW
TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1E00-424-5555 OR CALL NATO
2 NOTIFYAPPROPRIATE PERMITTINGAGENCYPRIORTOJOBSTARTISEEPERMITRE
3 ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GA
4 EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 01M0
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION RE(
5 NOTIFV PROPERTY OWNERS AWACENTTO PROPOSED CONSTRUCTION ACTIVITIES
PRIOR TO BEGINNING CONSTRUCTION USE iSl TO DISTRIBUTE FLYERS IF JOB IS LAI
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED OUESTIOI
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE I
PER GAS OPERATING STANDARD 25W 1S00 ALLOW ADEQUATE TIME FOR CUSTOME
e ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOO
THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE
7 COMPLETE "PIPE CONDITION REPORT' ON ALL METALLIC PSE FACILITIES CHECK B(
BOX (TEST LEAD) INSTALLATION.
B PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY
OPERATING STANDARD 2525 2500
9 INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE VALVE MARKERS SHALL
THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525 2600 FOR ALL HP VAL
NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTENT SNOWFALL I
10 TO PREVENT ACCIDENTAL OVERPRESSURE OFADJOINING SYSTEMS, NO TWOMAIN
SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR I
11 SYSTEM MAOP DENOTED Of TEM WOP• PSIQ
12 GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED
13 RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDI
14 PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING:
15 MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING S'
16 IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH.
PHONE ---
17 NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS -BUILT
FOOTAGE BETWEEN FITTINGS.
1S EXCESSFLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PERT
INFORMATION ON D-4 CARD)
EX. UTILITIES —
PER PLAN
(LOCATION VARIE'
PER PLAN)
'T
MINIMUM CLEARANCE
FROM OTHER UTILITIES:
PROP, OAS
HORIZONTAL: 5'
(LOCATION VARIES
VERTICAL: 1'
PER PLAN)
TYP. UTIL. CROS:
Vicinity Map
N/A
WC
SIT
0
-i
Service/Meter
ServicelMeter
Be ativ eter
Service/Meter
Ind Service
Ind MSA
DiS Reg /FT
HP Svc/MSA
Relocate
Retirement
X45SM460
1
Owner/D
CHRYSTAL LAf
396 SUNSET At
EDMONDS, WA
ATTN CHRYST
Project Manager Contact Information: Fw conwcA Wlo'Y
Manager KEVIN WILLIAMS CALL 811 AT LEA
Cell Phone: 425-398-6192
E-Mail: Kevin wIlllam&-com twS a•Rorrgt lot
"Locales Required" Yes ❑ No ❑ REAL ESTATOU
"Flagging Required" Yes ❑ No ❑
REVM1
DATE
I BY
1DESCRtPTION
FUNCTION
PROJECT MGR
ENGR - GAS
ORAVM BY
CHECKED BY
COUNTY
SNOHOMISH
Erna Sect
5
GAS NM CTR
CSPBTGPM
APPROVED BY
CP APPROVAL
USE STAPLES OR WIRE
RINGS TO ATTACH
FILTER FABRIC TO
WIRE FENCING.
GRATE
CB
FILTER SOCK WITH
OVER FLOW HOLES
�. CATCH BASIN
V _ THIS APPLICATION SHALL BE
••// MAINTAINED AT ALL TIMES DURING
CONSTRUCTION PERIOD.
SEDIMENT SHALL BE REMOVED ON
A REGULAR BASIS TO MAINTAIN
FILTRATION EFFECTIVENESS.
FILTER FABRIC MATERIAL,
MIRAFI IOOX OR EQUAL.
-2% 2% 14 GA. WELDED
WIRE FENCING OR EQUAL
V-1 6"
6 6 8
B"2 _6_
I 48"0F
2"x4" DOUGLAS FIR
NO. 1 GRADE OR EQUAL
ELEVATION
SILT FENCE DETAIL
NO SCALE
NEWLY GRADED
OR DISTURBED
SIDE SLOPE
It
r20 GA.
WIRE TIE 12"
BACK MIN.
�3/WASHED" MIN.
'+I WASHED
/ III GRAVEL
GROUND
U BURY FILTER FABRIC IN A
8" x B" GRAVEL -FILLED
TRENCH
8"
SECTION
GENERAL R/W USE RESTORATION REOUIREMENTS (8-040)
1. AT THE ENGINEER'S DISCRETION, PRIOR TO COMMENCING ANY CONSTRUCTION,
PHOTOGRAPHS DEPICTING PRE-EXISTING ROADWAY CONDITIONS WILL BE REQUIRED EVERY
50 FEET IN PAVED AREAS OR ANY OTHER LOCATION AS SPECIFIED BY THE ENGINEER.
2. SIGNING, FLAGGING AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THESE
STANDARDS, THE WSDOT TRAFFIC MANUAL AND THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES.
3. ONE LANE OF TRAFFIC SHALL REMAIN OPEN AT ALL TIMES, ATTENDED BY FLAGMEN
AND APPROPRIATE CONSTRUCTION SIGNING PROVIDED. THE ROAD SHALL BE RESTORED
TO TWO-WAY TRAFFIC AT THE END OF EACH WORKING DAY. APPLICATIONS FOR TOTAL
ROAD CLOSURES MUST BE FILED WITH THE CITY OF EDMONDS FOR REVIEW AND
APPROVAL.
4. EXISTING DRAINAGE DITCHES, CULVERTS, ETC., SHALL BE KEPT CLEAN AT ALL TIMES.
TEMPORARY DIVERSION OF ANY DRAINAGE SYSTEM WILL NOT BE PERMITTED WITHOUT THE
CONSENT OF THE CITY OF EDMONDS ENGINEER. ANY DRAINAGE CULVERT, CATCHBASIN,
MANHOLE OR OTHER DRAINAGE STRUCTURE DISTURBED BY EXCAVATION SHALL BE
REPLACED WITH NEW MATERIAL OR REPAIRED TO THE SATISFACTION OF THE CITY OF
EDMONDS ENGINEER. TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES SHALL
BE EMPLOYED TO PROTECT ADJACENT PROPERTY AND STORM DRAINAGE FACILITIES.
5. GRAVEL SHOULDERS DISTURBED BY EXCAVATION SHALL BE SHAPED TO CITY
STANDARDS AND PROVIDED WITH A MINIMUM OF 6 INCHES COMPACTED CRUSHED
SURFACING TOP COURSE.
6. IF IN THE OPINION OF THE ENGINEER, WEATHER CONDITIONS DETERIORATE TO THE
POINT WHERE THE TRAVELED ROADWAYS ARE UNSAFE FOR THE PUBLIC OR DETRIMENTAL
TO THE RESTORATION OF THE ROADWAY, EXCAVATION SHALL CEASE IMMEDIATELY AND
CLEANUP SHALL BE PROMPTLY ACCOMPLISHED.
7. ALL PIPE OR OTHER MATERIAL STORED ALONG COUNTY RIGHT-OF-WAY MUST BE
PLACED AT A SAFE DISTANCE FROM THE TRAVELED ROADWAY IN SUCH A MANNER AS TO
AVOID FALLING ONTO THE ROADWAY.
8, NO EXCESS OR UNSUITABLE MATERIAL SHALL BE WASTED ON CITY RIGHT-OF-WAY.
ANY SUCH MATERIAL DUMPED ON PRIVATE PROPERTY MAY REQUIRE A GRADING PERMIT.
VERIFICATION WITH CITY OF EDMONDS PLANNING & DEVELOPMENT SERVICES IS REQUIRED.
9. STREET SURFACES SHALL BE CLEANED AT THE END OF EACH DAY'S OPERATION WITH
A POWER BROOM OR OTHER APPROVED MEANS.
10. NO OPEN CUT CROSSING OF CITY ROADS OR STREETS SHALL BE MADE WITHOUT
THE APPROVAL OF THE ENGINEER & CITY OF EDMONDS.
11. MAXIMUM AMOUNT OF OPEN TRENCH IN ROADS SHALL BE 400 LINEAL FEET. AT THE
END OF EACH DAY, ALL DITCHES MUST BE BACKFILLED OR COVERED WITH STEEL PLATES
AND BARRICADED WITH FLASHING WARNING LIGHTS TO PREVENT PEOPLE OR ANIMALS
FROM FALLING INTO THE TRENCH.
12. FINAL CLEANUP INCLUDING COMPLETE RESTORATION OF SHOULDERS, CLEANING OF
DITCHES, CULVERTS AND CATCHBASINS, AND REMOVAL OF LOOSE MATERIAL FROM BACK
SLOPES OF DITCHES SHALL NOT EXCEED 1500 L.F. BEHIND EXCAVATING OPERATIONS OR
AS REQUIRED BY THE ENGINEER.
TRENCH NOTES:
1. LONGITUDINAL TRENCH - PER CITY STANDARD DETAIL E2.3.
2. EXISTING PAVEMENT.
3. NATIVE MATERIAL, BANK RUN GRAVEL, CSTC MAY BE REQUIRED BY THE ENGINEER.
4. NEAT LINE CUT, CLEAN, HEAT & TACK EDGES WITH SEALER CSS-1 & SEAL WITH HOT
ASPHALT CEMENT.
5. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE
ACCOMPLISHED BY USING COLD MIX, ATB, OR STEEL PLATES.
6. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTING PAVEMENT AND SHALL BE
PLACED PER SECTION 5-04 OF THE WSDOT/APWA SPECIFICATIONS.
7. COVER DEPTH OVER UNDERGROUND UTILITIES SHALL CONFORM TO FEDERAL AND
STATE REGULATIONS.
8. TRENCHES IN CONCRETE PAVEMENT SHALL BE RESTORED USING TIE BARS OR DOWEL
GENERAL NOTES:
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY
OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND
CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES,
RULES AND REGULATIONS:
-CURRENT INTERNATIONAL BUILDING CODE (IBC)
-2012 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION.
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR
THE PUGET SOUND BASIN (CURRENT EDITION).
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY
OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE.
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD
AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A
SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE
SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT
COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO
THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL
PROJECT APPROVAL
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE
BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY
COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY
VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY
THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE,
TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS
BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR
THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES
PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF
CONFLICTS THAT ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND
SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT
LEAST 48 HOURS PRIOR TO CONSTRUCTION.
16. ALL REQUIRED STORMWATER FACILITIES MUST BE 0
PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHI
ENGINEER.
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS
EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM
NOTED OTHERWISE.
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PEF
INSTALLATION OF ALL SITE IMPROVEMENT INDICATED ON '
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREA
RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCI
ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND ST,
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SIT
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROI
GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS
SWEEPING. WASHING OF THESE STREETS WILL NOT BE
APPROVAL
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PF
IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BE
SPOT ELEVATIONS SHOWN.
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDIP
FOR A MINIMUM DISTANCE OF 10 FEET.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SF
SHORING AND BRACING AS NECESSARY TO PROTECT WOF
STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING ANC
EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMI
SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORIN
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, I
CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRAC'
EUMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRT
MARSHAL
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNI
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE
AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED 0'
BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY
UTILITY COMPANIES, CONNECTIONS TO EXISTING UTILITIES
DISCREPANCIES.
ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVEI
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD
28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAI
CONDITIONS.
WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE
BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PI
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE
APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF
ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE
(RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM
DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS
DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE
ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER
GEOGRAPHICAL REPORT.
14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF
BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES.
15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION
DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED
TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS.
APPROVED FOR CONSTRUCTION
rITY nF FnMnNn4
29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN B'
DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED
ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REFIRE!
30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW U
POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN 1
31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) I
UTILITIES WITHIN THE BUILDING.
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) F
WORK,
33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) F
CITY INSPECTION REQUIRED ON ALL EF
MEASURES BEFORE WORK CAN BEGIN.
Project Manager Contact Information:
For contacts below
Manager KEVIN WILLIAMS
CALL 611 AT LEL
Cell Phone: 425-39B-6192
E-Mail: xevinvnlliams@psecom
THIS SKI-H NOT TO I
"Locales Required" Yes 0 No ❑
REAL ESTATEEL
"Flagging Required" Yes ❑ No ❑
REV#
DATE
BV
DESCRIPTION
FUNCTION
PROJECT MON
ENGR-GAS
DRAWN BY
CHECKED BY
COUHIv
Errwr Sect
GAS WKCTR
APPROVED BY
SNOHOMISH
5
CSPBTGPM
CP APPROVAL