ENG2021-0053 ROW PERMITOF WAY EUC PERMIT
PERMIT NUMBER
City of Edmonds
AveRIGHT
••01 11
www.cityofedmonds.gov
Description: PSE-RESTORATION ONLY FOR EXPIRED PERMIT ENG2019-0168
ISSUED: 06/30/2021
Address: 22019 HIGHWAY 99 EDMONDS WA 98020
EXPIRES: 12/30/2021
rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 27042900301900
i
NAME TYPE NAME ADDRESS PHONE
APPLICANT PSE/INFRASOURCE 1660 PARK LANE, BURLINGTON WA 98233 (425)457-6353
CONTRACTOR PSE/INFRASOURCE 1660 PARK LANE, BURLINGTON WA 98233 (425)457-6353
OWNER BEHAR EDMONDS VENTURES LLC 1000 SECOND AVE STE3330, SEATTLE WA 98104
FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT
$40.00 $0.00
ENGINEERING INSPECTION FEE
$220.00 $0.00
RIGHT OF WAY MINOR - EUC PERMIT FEE
$110.00 $0.00
•
REQUIREMENT TYPE
NOTES
TRAFFIC CONTROL 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 posession.
RESTORATION 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
WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final
inspection and acceptance of the work.
INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM
24 HR NOTICE REQUIRED
INDEMNITY
The Applicant has signed an application which states he/she holds 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 but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of
granting this permit.
THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW
J. majutv'al 06/30/2021
RELEASED BY DATE
Printed: Wednesday, June 30, 2021 12:40:06 PM 1 of 2
-KRWOF WAY EUC PERMIT
City of • • •
Ave•:• •ENG2021-0053
www.cityofedmonds. ov/425.771.0220
CONDITIONS
CONDITION TYPE
Easement and/or permission from adjacent property owner is required prior to entry or work within
ADJACENT PROPERTY
an adjacent property.
It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in
DAMAGE TO FRONTAGE
City right of Ways or Easements to City Standards caused by or occurring during the permitted
IMPROVEMENTS
project.
Alert affected residents and/or businesses prior to work start.
Verify clear bore crossings.
ENGINEERING OTHER
Restore landscape to like or better conditions.
Call for required inspections as noted.
ESC REQ
Maintain erosion and sedimentation control per City and SWMMW standard requirements.
Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to
indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and
agents from any and all claims for damages of whatever nature, arising directly or indirectly from the
HOLD HARMLESS
issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any
requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
Sound/Noise originating from temporary construction sites as a result of construction activity are
exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on
SOUND OR NOISE
weekdays and 10:OOam and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all
other times the noise originating from construction sites/activities must comply with the noise limits
of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
All utilities shall be located prior to any excavation. New locates shall be called for if at time of
UTILITY LOCATES
excavation, original locates are no longer identifiable.
INSPECTION TYPE
DATE
RESULT
NOTES
COMPLETE
A-1 JOB START
X-2 ENGINEERING FINAL"
E-7 TRAFFIC CTRL
E-7 RESTOR LIMITS
Printed: Wednesday, June 30, 2021 12:40:06 PM 2 of 2
0 \:L L?,11(7.
INC. 1 s`) u
RECEIVED
FEB 17 2021
ROW PERMIT NO.: ENG 2021-0053
CITY OF EDMONDS ISSUE DATE: 6/30/21
DEVELOPMENT
SERVICES DEPARTMENT
RIGHT-OF-WAY CONSTRUCTION
PERMIT APPLICATION
PROJECT NAME: 106353230
CONTRACTOR: PSE/Infrasource
Mailing Address: 1660 Park Lane, Burlington, WA 98233
State License #: INFRASL871 C2
City Business License #: N R-025677
CONTACT: Sue Sidick
Phone #: 425-457-6353
Fax #:
Email #: Susan.Sidick@pse.com
❑ Liability Insurance ❑ Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION: 22019 Highway 99
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT:
❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only)
❑ Multi -Family ❑iC Single Family ❑ Other
❑ EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit?
ANY ASSOCIATED PERMITS?
❑ Yes ® No
BLD# ENG#
DESCRIPTION OF PROPOSED WORK (Be Specific) : Work is for restoration only referencing
permit ENG2019-0168
WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑ Year: 1063
PAVEMENT CUT:
CONCRETE CUT:
❑ Yes ❑ No
® Yes ❑ No
If yes, indicate size of cut: _
If yes, indicate size of cut: 3
RIGHT-OF-WAY
CLOSURE
AREA
TOTAL
DURATION
(NUMBER OF MONTHS)
Sidewalk 48 Hrs + LF
X
LF
SF
Alley 72 Hrs + LF
X
LF
SF
Parking 72 Hrs + LF
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 requirements in order for the permit to be valid.
Susan-1 1 - sp.d by P,1111 02/17/2021
I d I cK DN at=Susan Sidi[k o=Pen@in DepaNnUS ou=Muniapal
SIGNATURE Re1a��nn=emn��-=��=an=d�0700 �nm�-�s DATE
Dena: 2019.0405.5922-0�00'
Contractor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31 /2021
stephen.gadke@pse.com
(425) 424-6431
RESTORATION TRAFFIC CONTROL PLAN
Notes:
1. All signs and spacing to conform to the
MUTCD and Lynnwood standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 30" x 30" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be 162' SCL of 220th St SW &
20-38' WCL of SR 99.
WSDOT NOTES PAGE 4
Dtl3HV
IQ�IaoM
DVOH
X
NOTIFY WSDOT 48-72
HOURS PRIOR TO START OF
WORK. CONTACT BONIE NAU
AT 206-440-4471
PUGET
to SOUND
ENERGY
JOB# 106354276
22019 SR 99 Edmonds
(Rev-3) 3/18/2021
stephen.gadke@pse.com
425-424-6431
SHEET 1 of 4
WORK HOURS - OFF PEAK ONLY •�
M-F 9 AM TO 3 PM
NO FEDERAL HOLIDAYS.
RESTORATION REQUIREMENTS
TO MEET WSDOT STANDARDS
(SEE LAST PAGE OF PERMIT)
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
FEET OF WORK AREA
x
ROAD
i WORK
�1
AHEAD N
�
--------------------------' ---------------------
-
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
---
----------------------------
-— - -- — -- - -- — - — -- - — - — -
-- — -- - -- — -- - -- — - — - — - — - — - — - — - b- — - — - b
----
3 -----
b Q 50' 350' ------------------------------
Dom-. �••
LEGEND
9
28" TRAFFIC CONE
®
WORK PIT
TRAFFIC FLOW
UNIFORMED
Po�E
POLICE OFFICER
FLAGGER
WORK VEHICLE/
FLASHING LIGHTS
SIGN LOCATION
RIGHT OF WAY
ROW
CHEVRON
ARROW BOARD
---------------350' F� 350
i....... a ... .....' ... .... ..
d
® _----- b N C-CURB
N
220TH ST SW
W20-1
W20-5R
r
c74
.>
ENGINEERING DIVISION
APPROVED AS NOTED
%7at 06/29/2021
RESUB
Jun 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31 /2021
stephen.gadke@pse.com
(425) 424-6431
RESTORATION TRAFFIC CONTROL PLAN
Notes:
1. All signs and spacing to conform to the
MUTCD and Lynnwood standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 30" x 30" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be 162' SCL of 220th St SW &
the CL to 11' ECL of SR 99.
I
bQ
2 J� -------
------------------
.I/ a -P
-- 0 °
------------------ �' ---- �'
— - = -
V u
LEGEND
* 28" TRAFFIC CONE
® WORK PIT
TRAFFIC FLOW
UNIFORMED
00
po,CE
n POLICE OFFICER
FLAGGER
ti
WORK VEHICLE/
oFs<qN
gyFq Fp h
FLASHING LIGHTS
SIGN LOCATION
ay�Ok �ti
RIGHTOFWAY
RESUB
CHEVRON
Jun 14 2021
ARROW BOARD
•
CITY OF EDMONDS
'
DEVELOPMENT SERVICES
'
DEPARTMENT
PUGET
SOUND
ENERGY
JOB# 106354276
22019 SR 99 Edmonds
(Rev-4) 4/19/2021
stephen.gadke@pse.com
425-424-6431
' SHEET 2 of 4
. . :°gym,• .
WSDOT NOTES PAGE 4
C-
-----------
.... .......a .,. .. ---
----- b ti C-CURB
--------------------- 2207H ST SW
SET UP PCMS AT LEAST 48-72 HOURS PRIOR TO
START OF WORK TO NOTIFY REPEAT DRIVERS.
DETOUR FOR 220TH ST SW - WB LEFT TURN LANE CLOSURE
220TH ST SW
DETOUR
LEFT TURN LANE
CLOSED AT
220TH ST SW
PLACE PCMS BOARDS 1 MILE
BEFORE WORK AREA.
Qi
TWO -SECOND SEQUENCE
3-LINE, 8 CHARACTER
MESSAGES WILL READ:
� 1) LEFT LANE �
� CLOSED AT
220TH ST
2) DAY(S)
TIME(S)
3) FOLLOW
DETOUR AT
224TH ST SW
lib-6W
224TH ST SW
DE��
v
BFF ��F
Ow �Fq
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31 /2021
stephen.gadke@pse.com
(425) 424-6431
RESTORATION TRAFFIC CONTROL PLAN
Notes:
1. All signs and spacing to conform to the
MUTCD and Lynnwood standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 30" x 30" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
8. Work area will be 162' SCL of 220th St SW &
32 - 50'ECL of SR 99.
WSDOT NOTES PAGE 4
I�
� I
b '
I
11 I
---------------------------------------
--------------
------------- -- ----------
-------- -_-_
------------------------------------------------------
PUGET
SOUND
ENERGY
JOB# 106354276
22019 SR 99 Edmonds
(Rev-3) 3/18/2021
stephen.gadke@pse.com
425-424-6431
SHEET 3 of 4
P
' SPOTTER TO ASSIST
PEDESTRIANS
_____________
... .... .. ... .... .�. .. .. ... • ... . ... ... ...
C-CURB
---------- _______________________ _
220TH ST SW ----------- ----------------------
d4
DRIVEWAY CLOSED - USE DRIVEWAY TO
THE NORTHEAST OFF OF 220TH ST SW
LEGEND
®
2811 TRAFFIC CONE
®
WORK PIT
TRAFFIC FLOW
PonE
UNIFORMED
POLICE OFFICER
FLAGGER
WORK VEHICLE/
FLASHING LIGHTS
SIGN LOCATION
RIGHT OF WAY
ROW
CHEVRON
ARROW BOARD
RESUB
Jun 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No.010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
CHANNELIZING DEVICE SPACING (FEET O.C.)
MPH
TAPER
TANGENT
55/70
40
80
35/45
30
60
25/30
20
40
ONE -LANE. TWO—WAY/FLAGGER TAPER
APPROXIMATELY 20 FEET O.C.
DOWNSTREAM OR TERMINATION TAPER
APPROXIMATELY 20 FEET O.C.
RESTORATION TRAFFIC CONTROL PLAN
BUFFER DATA
BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
1 60
65
70
LENGTH (FEET)
155'
200'
250'
305'
360'
425'
495'
570'
645'
730'
TMA ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
> 22,000 LEIS.
< 45 MPH
45-55 MPHI
> 55 MPH
< 45 MPH
45-55 MPHI
> 55 MPH
100'
1 123'
1 172'
74' 1
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
SIGN SPACING = X (FEET)
DISTANCE BETWEEN
ROAD TYPE
SPEED
SIGNS
FREEWAYS & EXPRESSWAYS
55/70 MPH
1500+-
(OR AS PER MUTCD)
RURAL HIGHWAYS
60/65 MPH
800+-
RURAL ROADS
45/55 MPH
500+-
RURAL ROADS & URBAN ARTERIALS
35/40 MPH
350+-
RURAL ROADS, URBAN ARTERIALS
25/30 MPH
2O0+-(2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
125 MPH OR LESS
1 100+-(2)
ALL SIGNS ARE 48"X48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
(1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS. AT -GRADE
INTERSECTIONS AND DRIVEWAYS.
(2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
TAPER/CHANNELIZING DEVICE TABLE
LANE
WIDTH
10 FEET
11 FEET
12 FEET
SHOULDER TAPERS
ASSUMES 10- SHOULDERS
L
1/2 L
L
1/2 L
L
1/2 L
•1/3 L
MPH
MERGING
DEVICES
SHIFTING
DEVICES
MERGING
DEVICES
SHIFTING
DEVICES
MERGING
DEVICES
SHIFTING
DEVICES
MPH
L(EFT)
NGT20
DEVICE
70'
5
35'
3
75'
5
40'
3
80'
5
40'
3
20
25'
3
25
105'
6
55'
4
115'
7
60,
4
125'
7
65'
4
25
35'
3
30
150'
8
75'
5
165'
9
85'
5
180,
10
90'
5
30
50'
3
35
20V
8
105'
5
22V
9
11V
5
245'
9
12V
5
35
70'
4
40
270'
10
135'
6
295'
11
150'
6
320'
12
160'
6
40
90'
4
45
450'
16
225'
9
495'
18
250'
9
540'
19
27V
10
45
150'
6
50
500'
14
250'
8
550'
15
275'
8
600'
16
300'
9
50
170'
6
55
550'
15
275'
8
605'
16
305'
9
660'
18
33V
9
55
185'
1 6
60
600'
16
300,
9
660'
18
330'
9
720'
19
360'
10
60
200'
6
65
650'
17
325'
9
715'
19
370'
10
1 780
21
390'
11
65
220'
7
70
700'
19
350'
10
770'
20
385
11
840'
22
420
12
70
235'
7
4 FOR SHOULDER TAPER
EQUALS SHOULDER WIDTH X
SPEED. FIGURES SHOWNARE
FIM A 10' SHOULDER
PUGET
SOUND
ENERGY
JOB# 106354276
22019 SR 99 Edmonds
(Rev-3) 3/18/2021
stephen.gadke@pse.com
425-424-6431
SHEET 4 of 4
NOTES:
1. NOTIFY WSDOT AT LEAST 5 DAYS PRIOR TO
STARTING WORK.
2. AT TIME OF WORK, CALL WSDOT RADIO (PER
REGION AS INSTRUCTED IN PERMIT) AT THE TIME THE
LANE IS CLOSED (OR INTERSECTION FLAGGED); AND
AGAIN WHEN THE LANE/INTERSECTION IS OPENED.
LEAVE A CONTACT NAME AND CELL PHONE NUMBER
WITH RADIO.
3. FLAGGERS SHALL BE IN RADIO CONTACT WITH
EACH OTHER AT ALL TIMES; FLAGGER STATIONS
SHALL BE ILLUMINATED DURING HOURS OF DARKNESS
WITH MINIMUM 150W LIGHT.
4. ONLY ESSENTIAL EQUIPMENT OR MATERIALS SHALL
BE ON WSDOT R/W DURING NON —WORKING HOURS.
5. ALL CHANNELIZING DEVICES SHALL BE TRAFFIC
SAFETY DRUMS UNLESS OTHERWISE NOTED. ANY
CHANNELIZING DEVICES USED DURING HOURS OF
DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS.
6. DURING NON —WORKING HOURS, WORK AREA SHALL
MEET CRITERIA IN WSDOT STD. SPECS. 1-07.23;
INCLUDING, BUT NOT LIMITED TO, 'DROP OFF
PROTECTION.
SIGNS ARE TO BE 48" X 48" RETRO REFLECTIVE AND
SIGNS AND STANDS NEED TO MEET THE (NCHRP) 350
CRASH WORTHY REQUIREMENTS. SEE STD. SPEC
1-10.2(3) (CONFORMANCE TO ESTABLISHED
STANDARDS) PAGE 1-108 IN THE 2012 STANDARD
SPECIFICATIONS MANUAL.
0 ALL PERSONNEL SHALL WEAR HIGH —VISIBILITY
APPAREL MEETING THE ANSI/ISEA 107-2004 CLASS 2
OR 3 STANDARD. DURING HOURS OF DARKNESS,
FLAGGING STATIONS SHALL BE ILLUMINATED. (SEE STD.
SPEC 1-10.3(1)A (FLAGGERS AND SPOTTERS) PAGE
1-110 IN THE 2012 STANDARD SPECIFICATIONS
MANUAL. THE CONTRACTOR SHALL PROVIDE PORTABLE
LIGHTING EQUIPMENT CAPABLE OF SUFFICIENTLY
ILLUMINATING A FLAGGER AND THEIR STATION
WITHOUT CREATING GLARE FOR ONCOMING MOTORISTS,
YET WILL MEET THE MOBILITY REQUIREMENTS OF THE
OPERATION. THE LIGHTING STATIONS SHALL BE
LOCATED ON THE SAME SIDE OF THE ROADWAY AS
THE FLAGGER AND AIMED EITHER PARALLEL OF
PERPENDICULAR TO THE TRAVELED LANES TO MINIMIZE
GLARE. THE LIGHTING DEVICES SHALL BE LOCATED 5
TO 10 FEET FROM THE EDGE OF TRAVEL LANE WITH A
MOUNTING HEIGHT OF 15 25 FEET ABOVE THE
GROUND. THE FLAGGER SHOULD BE VISIBLE AND
DISCERNABLE AS A FLAGGER FROM A DISTANCE OF
1,000 FEET.
RESUB
Jun 14 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Machuga, Jen
From: Sidick, Susan <Susan.Sidick@pse.com> RESUB
Sent: Tuesday, June 29, 2021 12:54 PM
To: Griggs, Natalie
Subject: FW: PSE Permit App for Restoration Only at 22019 Hwy 99 - ENG2021-0053
Categories: Green category
Hi Natalie see answers below in Red.
Susan Sidick
1660 Park Lane
Burlington Wa 98233
425-457-6353
SR Permit Specialist
From: Cooper, Jordan <Jordan.Cooper@pse.com>
Sent: Tuesday, June 29, 2021 11:09 AM
To: Sidick, Susan <Susan.Sidick@pse.com>
Subject: RE: PSE Permit App for Restoration Only at 22019 Hwy 99 - ENG2021-0053
See in red below
From: Sidick, Susan <Susan.Sidick@pse.com>
Sent: Tuesday, June 29, 2021 10:37 AM
To: Cooper, Jordan <Jordan.Cooper@pse.com>
Subject: FW: PSE Permit App for Restoration Only at 22019 Hwy 99 - ENG2021-0053
Hi Jordan see email below and advise Thanks
Susan Sidick
1660 Park Lane
Burlington Wa 98233
425-457-6353
SR Permit Specialist
From: Edmonds Engineering Permits<EngineeringPermits@edmondswa.gov>
Sent: Tuesday, June 29, 2021 10:25 AM
To: Sidick, Susan <Susan.Sidick@pse.com>
Subject: RE: PSE Permit App for Restoration Only at 22019 Hwy 99 - ENG2021-0053
CAUTION - EXTERNAL EMAIL
Phishing? Click the PhishAlarm "Report Phish" button.
For mobile - forward to --m
Hi Sue,
Jun 29 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I have reviewed the revised TCP with the detour with our Transportation Engineer, and I have the following
comments/questions:
Where does PSE intend to put the VMS/PCMS sign? There is only V of ROW behind the sidewalk in most of this
stretch of Highway 99, so putting it on there or on the sidewalk would not be a good option as it would obstruct
the sidewalk and would require the sidewalk to be closed. Can PSE put the VMS/PCMS sign at the intersection of
76th and Highway 99 (circled below)? There is a vegetated/bark area off the sidewalk that could potentially work
for the sign. Please confirm that this sign placement could work for line of sight for northbound traffic on Hwy
99. 1 don't see an issue with the placement _
V
.Q
Icc
a�;UJ
W�
Approximately how many days does PSE anticipate the work to take? for AA 2 days work
The City will want PSE to provide at least 48-72 hours' notice prior to start of work (up to 1 week would be
preferred). This would include putting up the VMS/PCMS ahead of time to notify traffic of the upcoming detour.
Info For AA will contact
Let me know if you have any questions.
Thanks,
Natalie
City of Edmonds, Engineering Division Permitting
EngineeringPermits@edmondswa.gov
Natalie Griggs (she/her), Engineering Technician
(425) 771-0220 ext. 1353
CITY HALL IS CURRENTLY CLOSED TO GENERAL PUBLIC ACCESS. APPOINTMENTS MAY BE
CONSIDERED FOR SPECIAL CIRCUMSTANCES.
Development services will continue to be provided by email or the web and by phone.
Please visit www.edmondswa.gov for up-to-date information on City services.
For engineering permit inquiries, please email: enaineeringpermits(aa-)edmondswa.gov
For all other inquiries please email: devserv.admin(c�edmondswa.gov
Web Map: www.maps.edmondswa.gov
WSDOT RESTORATION REQUIREMENTS
a. Cut in unpaved area outside of shoulder
i. Backfill with native material, compact (no loose material left behind), restore to
pre -construction
b. Cut in unpaved shoulder
i. Backfill with gravel or select borrow, compact using method "C", place shoulder
dressing
c. Potholing(Paved) (maximum 12" dimension)
i. Backfill with CDF, match existing HMA or concrete depth.
ii. 5' minimum distance from other potholes
d. Potholing(Soft Shoulder ditch and outside) (maximum 12" dimension)
i. Backfill with Native Material, 12" topsoil min below ground.
e. Jacking pit or Bore Pit
i. Repave with HMA Class '2" PG 5SH-22.
ii. Pave full lane or shoulder width five feet (5') on either side of the pit
longitudinally matching existing HMA depth.
iii. CDF backfill should be used only where compaction is hard to reach (such as an
open cut where trench width is less than 40"), gravel borrow or select borrow is
normally the preferred back fill to have free draining material.
iv. Maximum trench width needs to be outside casing pipe width plus one foot on
either side.
v. The top lift paving minimum width needs to be 40" plus 6" minimum on both
sides.
vi. CSBC thickness should specify 4" minimum or match existing depth whichever is
greater.
vii. Pavement to be replaced to the centerline or lane line on lane of open cut".
f. Cutting Concrete Roadway
i. Replace full panel, match existing depth or 0.75' whichever is higher. Match
existing underlayment material and depth.
g. Asphalt over concrete
No less than % of PCCP panel can be left. Replace removed PCCP portion with
HMA, match existing HMA depth over concrete panel.
h. Concrete sidewalk
i. Full panel replacement to the nearest joint.
Please let me know if you have any questions.
Thanks,
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