ENG2020-0014RIGHT OF WAY EUC PERMIT
PERMIT NUMBER
City of Edmonds
-0014
www.cityofedmonds.gov
Description: COMCAST overlash cable on 228th st sw ISSUED: 03/30/2020
Address: 7927 228TH ST SW EDMONDS WA 98026-8443
EXPIRES: 09/30/2020
Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00527800001500
NAME TYPE NAME ADDRESS PHONE
APPLICANT COMCAST 1525 75TH ST SW, EVERETT WA 98203 (425)921-8201
CONTRACTOR Cablecom LLC 1316 Bonneville Ave, Snohomish WA 98290
OWNER KROM RYAN L 108 5TH AVENUE S UNIT 411, SEATTLE WA 98104
FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00
ENGINEERING INSPECTION FEE $110.00 $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.
RELEASED BY
THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW
3/30/20
DATE
Printed: Monday, March 30, 2020 8:26:12 AM 1 of 2
-1RRRTF WAY EUC PERMIT
City of • • •
.,
CONDITIONS
CONDITION TYPE
Easement and/or permission from adjacent property owner is required prior to entry or work within
ADJACENT PROPERTY
an adjacent property.
Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or
DAMAGE TO FRONTAGE
frontage improvements in city right of way per city standards that is caused by or occurs during the
IMPROVEMENTS
permitted 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 REQUIRED
Maintain erosion & sediment control per city standards.
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
HOLD HARMLESS
any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of
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 to 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.
UNDERGROUND UTILITY
Call for locates of underground utilities prior to any excavation.
LOCATES
• L
INSPECTION TYPE DATE RESULT NOTES
lip
COMPLETE
E-7 TRAFFIC CTRL
X-2 ENGINEERING FINAL"
Printed: Monday, March 30, 2020 8:26:12 AM 2 of 2
0 \:L L?,11(7.
INC. I sc) u
ROW PERMIT NO.: ENG 2020-0014
ISSUE DATE: 3/30/20
RIGHT-OF-WAY CONSTRUCTION
PERMIT APPLICATION
PROJECT NAME: ML05A NEW NODE WAM17RHO1800
CONTRACTOR: COMCAST - CABLE COM
Mailing Address: COMCAST-1525 75TH ST SW EVERETT, WA 98203
CABLE COM 20021 120TH AVE NE BOTHELL. WA 98001
State License #: CABLEL*971DP
City Business License #: NR - 021818
CONTACT: COMCAST- JOURDEN LAWRENCE
CABLE COM - SUNSHINE CRABBS
Phone #• JOURDEN LAWRENCE-425.921.8201
SUNSHINE CRABBS - 360.312.32559
Fax #:
Email #• COMCAST -JOURDEN_LAWRENCE@COMCAST.COM
CABLE COM - SNOHOMISH.PERM ITTING@CABLECOMLLC. NET
Liability Insurance Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION: 7920 228TH ST SW
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT:
❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only)
❑ Multi -Family ❑ Single Family
Sf EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit?
ANY ASSOCIATED PERMITS?
❑ Other
❑ Yes ❑ No
BLD# ENG#
DESCRIPTION OF PROPOSED WORK (Be Specific) : OVERLASH CABLE 1,955' FROM POLE #1 TO POLE #15
WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑ Year:
PAVEMENT CUT: ❑ Yes ® No If yes, indicate size of cut: x
CONCRETE CUT: ❑ Yes ® No If yes, indicate size of cut: X.
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.
SIGNATURE 9-0 DATE 1 /9/2020
Contractor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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.
Pedestrian Escort: Stop work, secure passable
ADA compliant pedestrian access on existing
sidewalk (4' min.). Clear zone must be free of
overhead hazards when pedestrians are moving
through the work zone.
END ROAD WORK
ROAD \
WORK
AH�
W20-1
CHANNELIZATION DEVICE
SPACING (FEET)
MPH TAPER TANGENT
50 40 80
35/45 30 60
25/30 20 40
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L FEET
POSTED SPEED MPH
25
1 30
1 35
1 40
45
50
10
105
150
205
270
450
500
11
115
1 165
225
1 295
495
550
12
125
1 180
245
1 320
540
600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS
SPEED (MPH) 125 30 35 140 1 45 1 50 155 1 60 1 65 70 PHASE OF WORK: OVERLASH
LENGTH (FEET) 1155 200 250 1305 1360 14251495 1570 1645 730
X. X�
W21.5
W20-1
228TH ST SW
22808-
22832
0
00
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS. INCLUDING "MOTORCYCLIST" SIGN
AN
7T11..M�.
PARKING
R7 - T39
36" x 24"
LEGEND
.
TRAFFIC CONES
®
TEMP SIGN LOCATION
•
UTILITY POLE
b
R7-T39 NO PARK
Applicant shall repair/replace all damage
to utilities or frontage improvements to
City right-of-way per city standards that is
caused or occurs during the permitted
project.
Owner/contractor is responsible for erosion
control and drainage.
5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10,
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
TARISSA LOCHMANN
CABLECOM
TARISSALOCHMANN@CABLECOMLLC.NET
JOB NUMBER: 192582
JOB NAME: ML05A NEW NODE WAMTTRHO1800
ADDRESS: 7920 228TH ST SW
DESCRIPTION: OVERLASH 1 SPAN EAST ON
THE SOUTH SIDE OF 228TH ST SW
RECEIVED 3/19/20
W20-1
7950
END ROAD WORK
ENGINEERING DIVISION
APPROVED AS NOTED:
NGRIGGS Date: 3/26/2020
C3:cahleCom Page 1 of 5
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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.
Pedestrian Escort: Stop work, secure passable
ADA compliant pedestrian access on existing
sidewalk (4' min.). Clear zone must be free of
overhead hazards when pedestrians are moving
through the work zone.
END ROAD WORK
CHANNELIZATION DEVICE
SPACING (FEET)
MPH TAPER TANGENT
50 40 80
35/45 30 60
25/30 20 40
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L FEET
POSTED SPEED MPH
25
1 30
1 35
1 40
45
50
10
105
150
205
270
450
500
11
115
1 165
225
295
495
550
12
125
1 180
245
320
540
600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS
SPEED (MPH) 125 30 35 140 1 45 1 50 155 1 60 1 65 70 PHASE OF WORK: OVERLASH
LENGTH (FEET) 1155 200 250 1305 1360 14251495 1570 1645 1 730
A
7921 I I 7915 I I 7901
10,
10'
228TH ST SW 0
0
50'�
7222808- X*
2832
X* X.
0<>
ONE LAN��� .lROADA AHEAD
W20-1 W20-4 W20-7
SPOTTER TO ASSIST VEHICLES
LEAVING DRIVEWAYS
7826
7829
7819
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS. INCLUDING "MOTORCYCLIST" SIGN
ROAD
W20-1 WORK ram'
AHEAD T
X
BE
W34 PREPARED
TO STOP
X
W20-7 ZS
lX
L
AN
re-S&
5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10,
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
22725
LEGEND
TRAFFIC CONES
®
TEMP SIGN LOCATION
•
UTILITY POLE
FLAGGING STATION
— 50'
TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
TARISSA LOCHMANN
CABLECOM
TARISSALOCHMANN@CABLECOMLLC.NET
JOB NUMBER: 192582
JOB NAME: ML05A NEW NODE WAMTTRHO1800
ADDRESS: 7920 228TH ST SW
DESCRIPTION: OVERLASH 2 SPANS EAST ON
THE SOUTH SIDE OF 228TH ST SW
IN20-7 IN20-4 IN20-1
ROAD
��I ONE LANEC<A.OEA1
A ROAD
AHEAD
50' X*_
X*�X*-1
C3cahleCom
END ROAD WORK
Page 2 of 5
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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.
Pedestrian Escort: Stop work, secure passable
ADA compliant pedestrian acce,9, on existing
sidewalk (4' min.). Clear zone must be free of
overhead hazards when pedestrians are moving
through the work zone. �J_
0
W20-1
�ZS W
Q M4-9B
X = 30" x 24"
DETOUR
1 � �
END ROAD WORK L
CHANNELIZATION DEVICE
SPACING (FEET)
MPH TAPER TANGENT
50 40 80
35/45 30 60
25/30 20 40
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L FEET
POSTED SPEED MPH
25
1 30
1 35
1 40
45
1 50
10
105
150
205
270
450
500
11
115
1 165
225
295
495
1 550
12
125
1 180
245
320
540
1 600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS
SPEED (MPH) 125 30 35 140 1 45 1 50 155 1 60 1 65 70 PHASE OF WORK: OVERLASH
LENGTH (FEET) 1155 200 250 1305 1360 14251495 1570 1645 1 730
CITY OF EDMONDS UPO REQUIRED.
*To request an officer, contact Jason
Shier at (206) 353-2987 a minimum of 10
days prior to start of work. (See attached
off duty detail information.)
7828
22740
AN
228TH ST SW 13' _
10,
• 22800
X* X*
�r WORK TRUCK TO PARK
V
PARTIALLY ON SIDEWALK
W20-7
END ROAD WORK
E
SIDEWALK
CLOSED
R9-9
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CO"' 4CTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STAI �TD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAG(y ; SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLN L) = LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
7. SIDEWAL )`RE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
i
LEGEND
TRAFFIC CONES
®
TEMP SIGN LOCATION
•
UTILITY POLE
UNIFORMED POLICE
OFFICER
W20-1
WORK
W3-4 *�
BE
PREPARE
TO STOP
W20-7
X k
iroiraaairaaaairaira
001- **CITY OF EDMONDS
UPO REQUIRED**
-t
UPO TO ASSIST WITH TRAFFIC
WHILE CABLE IS RAISED OVER
PACIFIC HWY
TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
TARISSA LOCHMANN
CABLECOM
TARISSALOCHMANN@CABLECOMLLC.NET
JOB NUMBER: 192582
JOB NAME: ML05A NEW NODE WAMTTRHO1800
ADDRESS: 7920 228TH ST SW
DESCRIPTION: OVERLASH 3 SPANS EAST ON
THE SOUTH SIDE OF 228TH ST SW
M4-9B
30" x 24"
DETOUR
\ I*— x-
END ROAD WORK
W20-7 W3-4 W20-1
BE ROAD PREPARED•� TO STOPWORK
AHEAD
�1014 X
a a a
— 11'
�- 8' --------- - - - - --
END ROAD WORK
4__,� W20-7
W3-4
W20-7 W20-1
C3:cahldom
Page 3 of 5
Q.
O�
�s
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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.
Pedestrian Escort: Stop work, secure passable
ADA compliant pedestrian access on existing
sidewalk (4' min.). Clear zone must be free of
overhead hazards when pedestrians are moving
through the work zone.
END ROAD WORK
W20-1
X.
CHANNELIZATION DEVICE
SPACING (FEET)
MPH TAPER TANGENT
50 40 80
35/45 30 60
25/30 20 40
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L FEET
POSTED SPEED MPH
25
1 30
1 35
1 40
45
50
10
105
150
205
270
450
500
11
115
1 165
225
295
495
550
12
125
1 180
245
320
540
600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS
SPEED (MPH) 125 30 35 140 1 45 1 50 155 1 60 1 65 70 PHASE OF WORK: OVERLASH
LENGTH (FEET) 1155 200 250 1305 1360 14251495 1570 1645 1 730
RA
X
65'
W20-5R
W4-1 B
W20-1
WORK Z�,
AHEAD IF
W
Q913
X 22727
2 300"" x 24"
)rii 111111111111111
ti I DES R
228TH ST SW - - - -
11'
200'
AN
12'
11'
5'
SIDEWALK
22807 CLOSED
R9-9
X
ROAD
Q ORK
HEAD
22815
W20-1
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
Y 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
v IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'
;IDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
—C
LEGEND
TRAFFIC CONES
®
TEMP SIGN LOCATION
•
UTILITY POLE
7533
7533 1 7503
WORK TRUCK TO PARK 22806 I�
PARTIALLY ON SIDEWALK
WAIT UNTIL CROSSWALK IS
SAFE TO CROSS TO RAISE W
CABLE OVER ROADS Q
LO
II*-
TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
TARISSA LOCHMANN
CABLECOM
TARISSALOCHMANN@CABLECOMLLC.NET
JOB NUMBER: 192582
JOB NAME: ML05A NEW NODE WAMTTRHO1800
ADDRESS: 7920 228TH ST SW
DESCRIPTION: OVERLASH 3 SPANS EAST ON
THE SOUTH SIDE OF 228TH ST SW
C3:CableCom
PLACE AT
CROSSWALK
APPROX. 520'
WEST
W20-1 M4 - 9B
30" x 24"
ROAD
WORK DETOUR
AHEAD
— X*
7422 �—N—
SIDEWALK SIDEWALK
CLOSED CLOSED
R9 - 9 AHEAD
R9-11
PLACE AT
CROSSWALK
APPROX. 520'
WEST
END ROAD WORK
Page 4 of 5
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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.
Pedestrian Escort: Stop work, secure passable
ADA compliant pedestrian access on existing
sidewalk (4' min.). Clear zone must be free of
overhead hazards when pedestrians are moving
through the work zone.
END ROAD WORK
SPEED
LIMIT
25
7533
X`
ROAD
WORK
AHEAD
W20-1
WIWIb7
CHANNELIZATION DEVICE
SPACING (FEET)
MPH TAPER TANGENT
50 40 80
35/45 30 60
25/30 20 40
LANE
WIDTH
(FEET)
MINIMUM TAPER LENGTH = L FEET
POSTED SPEED MPH
25
1 30
1 35
1 40
45
1 50
10
105
150
205
270
450
500
11
115
1 165
225
295
495
1 550
12
125
1 180
245
320
540
1 600
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS
SPEED (MPH) 125 1 30 1 35 140 1 45 1 50 155 1 60 1 65 70 PHASE OF WORK: OVERLASH
LENGTH (FEET) 11551200 1250 1305 13601425149515701645 730
X.
0
7422
W20-1
01 7414
AN
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10,
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB
LEGEND
TRAFFIC CONES
®
TEMP SIGN LOCATION
•
UTILITY POLE
b
R7-T39 NO PARK
7403
228TH ST SW
7410
TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
TARISSA LOCHMANN
CABLECOM
TARISSALOCHMANN@CABLECOMLLC.NET
JOB NUMBER: 192582
JOB NAME: ML05A NEW NODE WAMTTRHO1800
ADDRESS: 7920 228TH ST SW
DESCRIPTION: OVERLASH 1 SPAN EAST ON
THE SOUTH SIDE OF 228TH ST SW
7330
C3cahleCom
X.
W20-1
ROAD
WORK
13'
5'
8'
END ROAD WORK
Page 5 of 5
OFF DUTY DETAIL INFORMATION SHEET
EDMONDS POLICE OFFICERS ASSOCIATION
250 5T" AVE N, EDMONDS, WA 98020
The purpose of this sheet is to provide information regarding the requesting of; cost of; and
procedures for scheduling Police Officers for'off-duty' details within the City of Edmonds.
Point of Contact:
• Officer Jason Shier, EPOA Vice President:
o Email: vicepresident.epoa@gmaiI.com.
o Cellular phone: 206-353-2987
Requesting an officer: (Please request an officer with as much advance notice as possible!)
• To schedule an officer, please email Officer Jason Shier at
vicepresident.epoa@gmail.com. Please include your company name, Point of Contact
(name, phone number, and email), location of the detail, dates) and time(s) of detail,
and a brief description of what officer will be doing (i.e. directing traffic, closing a traffic
lane, providing security, etc).
• Additionally, if your Point of Contact is NOT the same person to whom the invoice is to
be sent, please include the 'Finance Person's': name, email address, and phone
number.
NOTE. Oficer Shier works a rotating schedule, so to insure that your detail request is
received and reviewed in a timely manner, it is recommended that you call his cell phone
in addition to sending the email.
Rate of Pay. (NOTE. Minimum of 4 hours will be paid to the officer)
• Requests made 7 or more days in advance: The rate of pay for an officer working an off -
duty detail will be $75 per hour.
• Requests made less than 7 days in advance: The rate of pay for an officer working and
off -duty detail will be $80 per hour.
1
Effective: May 24, 2018
OFF DUTY DETAIL INFORMATION SHEET
• Details that fall on a holiday will be paid at an additional $30 per hour ($105 per hour
with 7 or more days notice/$110 per hour if less than 7 days notice).
List of Holidays:
New Year's Day (January 1)
Washington's Birthday (Third Monday of February)
Independence Day (July 4)
Veteran's Day (November 11)
Friday following Thanksgiving Day
Christmas Day (December 25)
Martin Luther King Day (Third Monday of January)
Memorial Day (Last Monday of May)
Labor Day (First Monday of September)
Thanksgiving Day (Fourth Thursday of November)
Christmas Eve (December 24)
New Year's Eve (December 31)
Cancellations: (Note: date and time of cancellation will be based on the date and time of the
phone call, not email.)
• To cancel an officer, you MUST call Officer Shier at 206-353-2987. Additionally, please
follow up the phone call with an email to vicepresident.epoa@gmail.com requesting
the cancellation If you cancel an officer more than 24 hours before the start of the
detail, you will not be charged for the cancelled detail.
• If you cancel an officer less than 12 hours prior to the start of the detail, you will be
charged for the '4 hour minimum'.
• Administrative fees will still be charged for all details, regardless of when they are
cancelled.
Payment Deadlines:
• If you do not require an invoice, officers are to be paid via check or cash at the start of
the event. (check made payable directly to the individual officer(s).
• If you require an invoice, officers should be paid within two weeks of invoice being
emailed to your Point of Contact (or Finance if provided).
• Delays in paying officers may result in difficulty obtaining officers for future details.
2
Effective: May 24, 2018
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I ID#
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Prepared By:
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Prepared By:
Tarissa Lochmann
Rev.
Date
Footages
Sheet Number:
Date:
Open
ROW Aerial
Private Aerial
ENGINEERED FOR: ART NETTLES
Project Manager: THOMAS HALL
ROW Underground
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