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THE CITY
AND
ODOODOO CIPAL
\�� O NUAL FOR
FILTER SOCK WITH
OVER FLOW HOLES 'ER TO CITY
.ICTION AND
—5555) AT
DRAWNBY D.DAO
DJECT SITE
R
CHECKED BY 7MO55
f
CATCH BASIN
'F RECORD
GAS WK CTR APPROVED BY A.BAUNSGARD 425-4954465
MIRAFI 1001 OR EQUAL.
NS ON A
5
2"x 2"x 14 GA. WELDED
TO FIELD
)NS ON ONE
WIRE FENCING OR EQUAL.
PLAT MAP
RINGS TO ATTACH
JECT
FILTER FABRIC TO
162.086 MAPPING
EMITTED TO
WIRE FENCING.
ITS THEREOF
NCY/FINAL
I6"
3�'-Iy-6"
11L�-L.
THIS APPLICATION SHALL BE
CATION.
UTILITIES
MAINTAINED AT ALL TIMES DURING
DIUM
CONTACTI
MARY MCAUUSTER I JOHN WARRICK RONANDERSON
CONSTRUCTION PERIOD.
'.N HAVE
GRADE
SEDIMENT SHALL BE REMOVED ON
'- RECORDS
ECHELBARGER - 4 LOTS SHORT PLAT
2" MPE IP MAIN EXTENSION (JIT 4 LOTS)
301 GASPERS ST, EDMONDS, WA 98020
2"x4" DOUGLAS FIR
A REGULAR BASIS TO MAINTAIN
SSARILY
NO. 1 GRADE OR EQUAL
FILTRATION EFFECTIVENESS.
IDENTLY
ELEVATION
,TURES.
)ISCOVER
TIGHTENED
1TED BY
NO SCALE
)EPTH, SIZE,
G POINTS
ITY FOR
LINES
TEMPORARY SEDIMENT
TRAP FOR CATCH BASINS
'OF
.ICTION AND
—5555) AT
16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION
PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE
ENGINEER.
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER
EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS
NOTED OTHERWISE.
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENT INDICATED ON THESE DRAWINGS.
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE
RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN
ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON-SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
APPROVAL.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND
IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR
SPOT ELEVATIONS SHOWN.
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE
FOR A MINIMUM DISTANCE OF 10 FEET.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS,
STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND
EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET
CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR
ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE
MARSHAL.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS
AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE
UTILITY COMPANIES, CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH
ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES.
28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION
WORK SHALL BE REPAIRED AT CONTRACTORS EXPENSE AND INSPECTED AND ACCEPTED
BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO
DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD
ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY.
30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE
POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
31, SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE
UTILITIES WITHIN THE BUILDING.
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
WORK.
33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN.
Far contacts below dial 1888 -CALL PSE (2255773)
N. -t Manager Contact Information:
Og pager ANDREW BAUNSGARD CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
12' IPha- 4254951485
tail: and,e baunsgard®Pse.com
cafes Required" Yes ❑ No ❑ REAL ESTATE/EASEMENT�u PC7PERMIT of
rgging Required" Yes E Na ❑ ftEOUIRED EDMONDS
D REV# DATE BY DESCRIPTION IFUNCTION I CONTACT PHONE NO GATE
(0
DRAWNBY D.DAO
DJECT SITE
�IUNTY
CHECKED BY 7MO55
f
FILTER FABRIC MATERIAL,
GAS WK CTR APPROVED BY A.BAUNSGARD 425-4954465
MIRAFI 1001 OR EQUAL.
5
2"x 2"x 14 GA. WELDED
TO FIELD
USE STAPLES OR WIRE
WIRE FENCING OR EQUAL.
PLAT MAP
RINGS TO ATTACH
NW 24-274)3
FILTER FABRIC TO
162.086 MAPPING
IERE
WIRE FENCING.
ITS THEREOF
I6"
3�'-Iy-6"
11L�-L.
JOINT FACILITIES ARRANGEMENTS
6'16"
UTILITIES
8'
DIUM
CONTACTI
MARY MCAUUSTER I JOHN WARRICK RONANDERSON
OIL IS
PHONENI
GRADE
48"O.C.(TYP)
PUGET
SOUND
ENERGY
ECHELBARGER - 4 LOTS SHORT PLAT
2" MPE IP MAIN EXTENSION (JIT 4 LOTS)
301 GASPERS ST, EDMONDS, WA 98020
2"x4" DOUGLAS FIR
_SIGNED BY PSE
NO. 1 GRADE OR EQUAL
(TIONS OF
ELEVATION
,TURES.
SILT FENCEDUNDATION
TIGHTENED
NO SCALE
16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION
PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE
ENGINEER.
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER
EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS
NOTED OTHERWISE.
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENT INDICATED ON THESE DRAWINGS.
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE
RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN
ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON-SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
APPROVAL.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND
IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR
SPOT ELEVATIONS SHOWN.
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE
FOR A MINIMUM DISTANCE OF 10 FEET.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS,
STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND
EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET
CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR
ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE
MARSHAL.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS
AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE
UTILITY COMPANIES, CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH
ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES.
28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION
WORK SHALL BE REPAIRED AT CONTRACTORS EXPENSE AND INSPECTED AND ACCEPTED
BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO
DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD
ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY.
30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE
POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
31, SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE
UTILITIES WITHIN THE BUILDING.
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
WORK.
33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN.
Far contacts below dial 1888 -CALL PSE (2255773)
N. -t Manager Contact Information:
Og pager ANDREW BAUNSGARD CALL 811 AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG
12' IPha- 4254951485
tail: and,e baunsgard®Pse.com
cafes Required" Yes ❑ No ❑ REAL ESTATE/EASEMENT�u PC7PERMIT of
rgging Required" Yes E Na ❑ ftEOUIRED EDMONDS
D REV# DATE BY DESCRIPTION IFUNCTION I CONTACT PHONE NO GATE
(0
DRAWNBY D.DAO
425A24-6426 715/16
�IUNTY
CHECKED BY 7MO55
4254485345 7/15116
Emer Sect
GAS WK CTR APPROVED BY A.BAUNSGARD 425-4954465
SNOHOMISH
5
CSPBTGPM CP APPROVAL K.ANSON
425-7661307
SEC
OP MAP
PLAT MAP
NW 24-274)3
160.062
162.086 MAPPING
JOINT FACILITIES ARRANGEMENTS
UTILITIES
PUD COMCAST FRONTIER
PSE
CONTACTI
MARY MCAUUSTER I JOHN WARRICK RONANDERSON
ANDREW BAUNSGARD
PHONENI
4254i703216 425-263-5326 425308-7235
4254954465
PUGET
SOUND
ENERGY
ECHELBARGER - 4 LOTS SHORT PLAT
2" MPE IP MAIN EXTENSION (JIT 4 LOTS)
301 GASPERS ST, EDMONDS, WA 98020
SAP Sup Order Nbr
187052115
Drawing Number
SCALE PAGE
_SIGNED BY PSE
V=20' 313
(5 " �'o
livc. gl� L,
R, (DEOVE?
JUL 2 9 2016'
ROW PERMIT NO.: ENG_(_..)1
ISSUE DATE:
RIGHT-OF-WAY CONSTRUCTION
PERMIT APPLICATION
PROJECT NAME: 107052115
CONTRACTOR: PSE/Infrasource
Mailing Address: 1660 Park Lane, Burlington, WA 98233
AUG 0 2 20jr
I
CONTACT: Sue Sidick
P11olle 4: 425-457-6353
Fax ft:
State License#: INFRASL871C2 Email#: Susan.Sidick@pse.com
City Business License #: NR -019840 Liability histj ra lice F] Bowled
ADDRESS OR INTERSECTION OF CONSTRUCTION- 301 Caspers St
AS�SOCjXryl) WITH THE FOLLOWING TYPE OF PROJECT:
--- -- -------
Cominct-ciall D Subdivisiol, El city Ptroject (Only)
[:] Mitilti-Faiuily [X:1 Single Family [A Other
[I ELIC (PUD, VERIZON, PSE,
COMCAST, OVWSD): —1 Ye,
s
Is this permit part of a blanket permit1.? No
ENG#__
DESCRIPTION OF PROPOSED WORK (Be Specific) : 4 lot short plat with a Short -Side tie,
it will require on 3X5 asphalt cut and 1 3X5 sidewalk cut customer will provide trench in plat. 15' of 2" main in the R/ .. VV.
Work area is approx 59' E c/l of 3rd AVE N & 15' n c/l of Caspers St.
PAVE,MENT CUT: Yes ❑ No If yes, iii(ficate size of cut: -3 _. x 5
CONCRETE CUT: ❑ Yes ❑ No if yes, indicate size of ctit: __X....
APPLICANT TO READ AND SIGN
*J'raffic control and public safety shall be in accordance with City regulations as required by the City
Engineer. Every flagger nitist 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 staten-ients and understand the permit requirements and acknowledge that I n1USt
follow all requirements in order for the Perin t to be valid.
"'1 07/29/2016
1'5,
,
SIG NATURE AV Q DATE
Contractor or Agent
NO WORK SHALL BEGIN VRIOR'ro PERMIT ISSUANCE