Resub Recd 5-17-19.pdfFrom: Preheim, Erika
To: Edmonds Enaineerina Permits; DG-CCI-SnohomishPerm ittina; Lawrence, Jourden
Subject: REVISION FOR ENG20190102 - #305154
Date: Friday, May 17, 2019 2:55:40 PM
Attachments: 305154 APPLICATION-REV.pdf
305154 TCP-REV.pdf
305154 JOB PACKET-REV.pdf
Please see attached revised Application, Job Packet and TCPs for ENG20190102 - #305154.
Previously there was concern of us bringing service into City Hall, there was some confusion
and we have determined the permit is for Right Of Way only.
If you have any questions, please let me know.
Thank you.
n
Erika Preheim
Permit Coordinatorl Certified TCS
1316 Bonneville Ave
Snohomish, WA 98290
Office: 36o-863-2628 Ext: 215
Email: erika.nreheimacablecomllc.net
This email message, and any documents which may accompany it, contain information which is intended for use
only by the intended recipient(s), and may contain information that is privileged and/or confidential. If you are not
the intended recipient of this message you are hereby notified that any review, disclosure, dissemination,
distribution, copy or other use of this message or its attachments is strictly prohibited. If you have received this
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0 \:L L?,11(7.
ROW PERMIT NO.: ENG
ISSUE DATE:
RIGHT-OF-WAY CONSTRUCTION
.NC. 13c)u PERMIT APPLICATION
Comcast - Jourden Lawrence
PROJECT NAME: CONTACT: Cablecom LLC - Sunshine Crabbs
CONTRACTOR: Comcast / Cablecom LLC Phone #: dourden Lawrence: 425-921-8201
Sunshine Crabbs: 360-863-2628 EX: 215
Mailing Address: Comcast- 1525 75th St SW Everett, WA 98203 Fax #•
Cablecom- 20021 120th Ave NE Bothell, WA 98001
State License #: CABLEL*971 DP Email #: omcas - J our en_ awren cegocomcast. com
Cablecom LLC - Snohomish.permitting@cablecomIIc.net
City Business License #: NR-021818 Liability Insurance V Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION: 301 3RD AVE N
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 1695' TO EXISTING. PROOF AND PULL CABLE 321' THROUGH EXISTING.
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
DURATION
AREA
TOTAL
CLOSURE
(NUMBER OF MONTHS)
Sidewalk 48 Hrs + 0 LF
X
LF
0 SF
NA
Alley 72 Hrs + 0 LF
X
0 LF
0 SF
NA
Parking 72 Hrs + 0 LF
X
0 LF
0 SF
NA
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 c DATE 5/17/2019
Cont actor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
ENGINEERED FOR:
omcast,.,
* tip
52
< �' - - �17.
FE EDMONDS DT,
:• � .=
305154
-.-.,
IL`•� : `s -Q�'
3013rd Ave N
Edmonds
."fib' ,.
j �"' '`�` -. - -�:. �.;.=
ks,'-
CONTACT PERSON:
CableCom LLC Comcast
Supervisor Matt Rich - (360)
co';_ '� ;t Q
A �
Michelle Acuff - 865-3490
(360) 926-6634
', ,. '+ Q-
1316 Bonneville Ave 1525 75 St. SW #200
Snohomish, WA 98290 Everett, Washington 982030
-, /Lj• i -
SHEET INDEX:
MT
1 - COVER SHEET/PROJECT LOCATION
�� ; - r. '"�`� -
2 - LEGEND
, t' ■ 1 ,, H- ;
Uj
3 8 -PLAN VIEW &STANDARD DETAIL
LA4
PROJECT LOCATION
Ccomcast
JT # 305154
FILE NAME: FE EDMONDS DT
ce
SHEET
AS B U I L D
1 O F 8
DATE: 5/15/2019
NUMBER:
CableCom
THIS IS PROPRIETARY INFORMATION- NOT FOR DISTRIBUTION
Call box��]
• Pole
Potential hard surface restoration location
out
(layer is transparent can go over the top of
other labels)
000' Footage call out
New Bullet Ped
New Strand/Coax
Existing Bullet Ped
Dig and intercept location
(layer is transparent can go over the
top of other labels)
[_7riash to existing
strand
New Riser
Existing Riser
New Doghouse \
I Cathouse
Existing Doghouse
\ Cathouse
•
Utility Pothole
5' x 3' Bore Pit
GAS
New ROW
r
Existing ROW
New Vault
°
WATER
PHONE
I U/G I
New Private
Existing Vault
FIBER
Existing
Private U/G
Lock Box
[:NewBuilding
ELECTRIC
exterior
Existing Building
exterior
Junction Box
New Building
interior
Core drill
J
• • • • • • •
• • • • • SEWER
Lng Building
nterior
r Firewall
� penetration
e ee e e
e e e a STORM DRAIN
305154
FE EDMONDS DT
301 3rd Ave N
Edmonds
Legend for SOW (1)
Job Walked By
Kenneth Thomas
Rev
::1
Date
SOW Created By
Kenneth Thomas
(3:
Date:
V
W+
ENGINEERED FOR:
S001 Pace Region
comcast
Matt Rich (360) 865-3490
CableCom
S
Comcast OPE
200 105
200 3
• 4*
200204
200
103
200 200 3 013A
202 200
zoo 101 302 '7%
28
228
4 AOL300
2H 300 43-83'k
l0 ;316
201 103
201 210
.315
01 208,
201 201 102
-'K
301
41
52
--M,"
524
222
4
— — - If r
AMR
46 Aft
310
30'7
5
AOKI"
A
A
31
AqqW-S�pR,
04
AiV
4C;,
�LJ
�200 201 213 201 20
00 3 01 201 319, 201 10
A
201 211 201 Alf
201 318 El L Q /2%
201r,105 218 /r :r r:
221-10
22
FMENT,'
8
305154 FE EDMONDS DT 301 3rd Ave N Edmonds ROW (1) Design (1)
Job Walked By Kenneth Thomas
SOW Created By Kenneth Thomas Rev Date
Date:
ENGINEERED FOR: S001 Pace Region ROW(l) OVERLASH 955'
CableCom Matt Rich - (360) 865-3490
comcast®
Comcast OPE I I
305154 FE EDMONDS DT 301 3rd Ave N Edmonds ROW (1) Design (2)
rA m
7,,4�7 4 47ml 1- C3
E\A 1A YZ CableCom.
Job Walked By Kenneth Thomas
SOW Created By Kenneth Thomas
Date:
ENGINEERED FOR:
(6omcast,
Rev Date
S001 Pace Region
Matt Rich - (360) 865-3490
Comcast OPE
ROW(1) OVERLASH 955'
IVII PD r-A ",w
• ~{ •
52
2
•
1 . Nk, N 1
.. �z _ _ �`1�28 202 1►28 204
w oil •r r 128 304 ,
Q i 1.28..BLDG BLD14
r 12 8 2 01 -
128 203
150 D . 15�0 .t
-202 •1.50 co "
1
150 BLDG
%.
1 50 B;
150 201
155-
14
150 101
15 0 `A _
t6L
Job Walked By Kenneth Thomas
SOW Created By Kenneth Thomas Rev Date
C3: Date:
ENGINEERED FOR: S001 Pace Region
CableCom comcast® Matt Rich - (360) 865-3490
Comcast OPE
ROW(2) OVERLASH 416'
305154 FE EDMONDS DT 301 3rd Ave N Edmonds ROW (2) Design (2)
Job Walked By Kenneth Thomas
SOW Created By Kenneth Thomas Rev Date
Date:
ir C3: wi ENGINEERED FOR: S001 Pace Region ROW(2) OVERLASH 416'
CableCom CO m ca st w, Matt Rich - (360) 865-3490
Comcast OPE
305154 FE EDMONDS DT 301 3rd Ave N Edmonds
ROW (3) Design (1)
R1 kmas C3:
E\A uju CableCom.
Job Walked By Kenneth Thomas
SOW Created By Kenneth Thomas
Date:
ENGINEERED FOR:
(6omcast,
Rev Date
S001 Pace Region
Matt Rich - (360) 865-3490
Comcast OPE
ROW(3) OVERLASH 163' WITH PROOF AND PULL 280'
305154 FE EDMONDS DT 301 3rd Ave N Edmonds ROW (3) Design (2)
C3:
CableCom
Job Walked By Kenneth Thomas
SOW Created By Kenneth Thomas
Date:
ENGINEERED FOR:
(c'omcast,
Rev Date
S001 Pace Region
Matt Rich - (360) 865-3490
Comcast OPE
ROW(3) OVERLASH 163' WITH PROOF AND PULL 280'
Sign Spacing = X
Rural Roads 45/55 mph 50(Lt
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.
W20-1
30" - 48"
ZS
z
N
Q
co
Channelization device
spacing feet
mph taper tangent
50 40 80
35/45 30 60
25/30 20 40
Lane
(feet)
Minimum Taper Length = L feet
i d t 1 i Posted Speed (mph)
25
30
35
40
45
50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
125
180
245
320
540
600
Buffer Data
Longitudinal Buffer Space = B Type of TCP: Work Hours
Speed (Mph) 1 25 1 30 1 35 1 40 1 45 1 50 55 1 60 1 65 1 70 Phase of Work: Overlash
Length (feet) 1155 1200 1250 1305 1 360 1425 1495 1570 1645 1730
* Contractor to wait for clear
signal to raise cable over road
X
VV20-1
30" - 48"
ROAD
WORK
AHEAD
7
I
2
3
• 3
3
8' •
N otes:
1. X, I, and B distances are not to scale
2, Contractor shall always provide access to driveways
3, Standard Advance Warning Signs shall be used for plates or rough road during after-hours, including "motorcyclist" sign
4, Flaggers shall be used in accordance with WAC 468-95-302. UPO will be required if a traffic signal could be countermanded
5, 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'
6, 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
Work Vehicle
®
Utility Pole
Traffic Control Plan
Hours of TCP: 9AM-3PM
24 hr Contact:
Michelle Acuff
CableCom
360.926.6634
Michelle.Acuff @cablecomllc.net
Job Number: 305154
Job Name: FE Edmonds DT
Address: 3013rd Ave N
W20-1 Description: Overlash 1 span across 3rd
30" - 48" Ave N
ROAD
WORK
r
X
C3cahleCom
Page 1 of 6
Sign Spacing = X
Rural Roads 45/55 mph
50(Lt
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.
X
ROAD
W
W20-1
30"-48"
W20-1
30" .48"
BE
PREPARED
TO STOP
IN3-4
30" - 48"
233
II
N
Q
L
M
X
W20-7 -
30" - 48"
Channelization device
spacing feet
mph taper tangent
50 40 80
35/45 30 60
25/30 20 40
Lane
(feet)
Minimum Taper Length = L feet
i d t 1 i Posted Speed (mph)
25
30
35
40
45
50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
125
180
245
320
540
600
Buffer Data
Longitudinal Buffer Space = B Type of TCP: Work Hours
Speed (Mph) 1 25 1 30 1 35 1 40 1 45 1 50 55 1 60 1 65 1 70 Phase of Work: Overlash
Length (feet) 1155 1200 1250 1305 1 360 1425 1495 1570 1645 1730
931
* Contractor to wait for clear
signal to raise cable over road
x
W20-1
30" - 48"
Legend
• • •
Traffic Cones
Temp Sign Location
Work Vehicle
®
Utility Pole
4 20 50 4 X
303
• 31
315
rs to stop traffic before Edmonds St
is raised over road
N otes:
1. X, I, and B distances are not to scale
2, Contractor shall always provide access to driveways
3, Standard Advance Warning Signs shall be used for plates or rough road during after-hours, including "motorcyclist" sign
4, Flaggers shall be used in accordance with WAC 468-95-302. UPO will be required if a traffic signal could be countermanded
5, 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'
6, 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: 9AM-3PM
24 hr Contact:
Michelle Acuff
CableCom
360.926.6634
Michelle.Acuff @cablecomllc.net
Job Number: 305154
Job Name: FE Edmonds DT
Address: 3013rd Ave N
Description: Overlash from North of
Edmonds St to pole in alley on South side
W20-1 of Edmonds St
30" - 48"
C3C&eCom
X
Page 2 of 6
Sign Spacing = X
Rural Roads 45/55 mph
50(Lt
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.
W20-1
30" - 48"
X
ROAD
z
ORK
HEAD
��PIRDEPARENW
Q
W20-1
W3-4
30" - 48"
30" - 48co
Channelization device
spacing feet
mph taper tangent
50 40 80
35/45 30 60
25/30 20 40
Lane
(feet)
Minimum Taper Length = L feet
i d t" Posted Speed (mph)
25
30
35
40
45
50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
125
180
245
320
540
600
Buffer Data
Longitudinal Buffer Space = B Type of TCP: Work Hours
Speed (Mph) 1 25 1 30 1 35 1 40 1 45 1 50 55 1 60 1 65 1 70 Phase of Work: Overlash
Length (feet) 1155 1200 1250 1305 1 360 1425 1495 1570 1645 1730
8'
•
•
40'
•
X 50'
x
20-7
` 37 - 48"
I ROAD
SZ WORK
AHEAD
W20-1
30" - 48"
B
20'
L/3
*Flaggers to stop traffic before
cable is raised over road
N otes:
1. X, I, and B distances are not to scale
2, Contractor shall always provide access to driveways
3, Standard Advance Warning Signs shall be used for plates or rough road during after-hours, including "motorcyclist" sign
4, Flaggers shall be used in accordance with WAC 468-95-302. UPO will be required if a traffic signal could be countermanded
5, 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'
6, 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
Work Vehicle
®
Utility Pole
Bell St
X
301
VV20-1
30" - 48''
W20-7 ROAD
3' -�48" zS� WORK
AHEAD
x
X—
IIIIIIIII
li
Traffic Control Plan
Hours of TCP: 9AM-3PM
24 hr Contact:
Michelle Acuff
CableCom
360.926.6634
Michelle.Acuff (g?cablecomllc.net
Job Number: 305154
Job Name: FE Edmonds DT
Address: 301 3rd Ave N
Description: Raise cable over Bell St
L_
W3-4 W20-1
30" - 48" 30" .48"
i BE ROAD
PREPARED WORK
,TO STOP AHEAD
W20-1
30" .48"
C3cahiecom
X
Page 3 of 6
Sign Spacing = X
Rural Roads 45/55 mph 5001
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.
ROAD
WORK
,0 L W
W20-1 C
30" - 48" O
I I II M
�ld
�IIIIIIIIIIIIIII�
IIIIIIIIIIIIII
X
I
I
ROAD
WORK
AHEAD I
I
W20-1 W4-119L
30" - 48" , 30" - 48"
1
I 1 Q
12'
Channelization device
spacing feet
mph taper tangent
50 40 80
35/45 30 60
25/30 20 40
Lane
(feet)
Minimum Taper Length = L feet
i d t 1 i Posted Speed (mph)
25
30
35
40
45
50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
125
180
245
320
540
600
Buffer Data
Longitudinal Buffer Space = B Type of TCP: Work Hours
Speed (Mph) 1 25 1 30 1 35 1 40 1 45 1 50 55 1 60 1 65 1 70 Phase of Work: Overlash
Length (feet) 1155 1200 1250 1305 1 360 1425 1495 1570 1645 1730
4�
200 200
3rd Ave S
155 11145 � 123 � 123
x L/3
80,
X
W20-1
30" - 48"
ROAD
WORK zS
AHEAD �.
U)
1
W20-1 (n
30" - 48" (D
x E I
ca I
I
I
N otes:
1. X, I, and B distances are not to scale
2, Contractor shall always provide access to driveways
3, Standard Advance Warning Signs shall be used for plates or rough road during after-hours, including "motorcyclist" sign
4, Flaggers shall be used in accordance with WAC 468-95-302. UPO will be required if a traffic signal could be countermanded
5, 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'
6, 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
221
126
s PARKING
FROM 0
TO 0
TOW AWAVAREA
R7 - T39
36" x 24"
Legend
• .
Traffic Cones
Temp Sign Location
Work Vehicle
•
Utility Pole
b
R7 - T39 No Park
Traffic Control Plan
Hours of TCP: 9AM-3PM
24 hr Contact:
Michelle Acuff
CableCom
360.926.6634
Michelle.Acuff @cablecomllc.net
Job Number: 305154
Job Name: FE Edmonds DT
Address: 3013rd Ave N
Description: Overlash for 3 spans
C3cahlecom Page 4 of 6
Sign Spacing = X
Rural Roads 45/55 mph
50(Lt
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.
R5-13
24" x 3 "
Channelization device
spacing feet
mph taper tangent
50 40 80
35/45 30 60
25/30 20 40
Lane
(feet)
Minimum Taper Length = L feet
i d t 1 i Posted Speed (mph)
25
30
35
40
45
50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
125
180
245
320
540
600
Buffer Data
Longitudinal Buffer Space = B Type of TCP: Work Hours
Speed (Mph) 1 25 1 30 1 35 1 40 1 45 1 50 55 1 60 1 65 1 70 Phase of Work: Overlash/pull
Length (feet) 1155 1200 1250 1305 1 360 1425 1495 1570 1645 1730
130
127
STREET •
CLOSED
R11-2
36" x 24"
N otes:
1. X, I, and B distances are not to scale
2, Contractor shall always provide access to driveways
3, Standard Advance Warning Signs shall be used for plates or rough road during after-hours, including "motorcyclist" sign
4, Flaggers shall be used in accordance with WAC 468-95-302. UPO will be required if a traffic signal could be countermanded
5, 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'
6, 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
Work Vehicle
®
Utility Pole
Traffic Control Plan
Hours of TCP: 9AM-3PM
24 hr Contact:
Michelle Acuff
CableCom
360.926.6634
Michelle.Acuff @cablecomllc.net
Job Number: 305154
Job Name: FE Edmonds DT
Address: 3013rd Ave N
Description: Overlash 1 span, proof and
pull under Main St
R5-133
24" x 36"
STREET
CLOSED
/ R11-2i
36" x 24"
C3cabiecom
Page 5 of 6
Sign Spacing = X
Rural Roads 45/55 mph
5001
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.
Channelization device
spacing feet
mph taper tangent
50 40 80
35/45 30 60
25/30 20 40
Lane
(feet)
Minimum Taper Length = L feet
i d t 1 i Posted Speed (mph)
25
30
35
40
45
50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
125
180
245
320
540
600
Buffer Data
Longitudinal Buffer Space = B Type of TCP: Work Hours
Speed (Mph) 1 25 1 30 1 35 1 40 1 45 1 50 55 1 60 1 65 1 70 Phase of Work: Overlash
Length (feet) 1155 1200 1250 1305 1 360 1425 1495 1570 1645 1730
3
N otes:
1. X, I, and B distances are not to scale
2, Contractor shall always provide access to driveways
3, Standard Advance Warning Signs shall be used for plates or rough road during after-hours, including "motorcyclist" sign
4, Flaggers shall be used in accordance with WAC 468-95-302. UPO will be required if a traffic signal could be countermanded
5, 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'
6, 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
Work Vehicle
®
Utility Pole
11
NiSTREET
CLOSED
R11 -2
36" x 24"
Traffic Control Plan
Hours of TCP: 9AM-3PM
24 hr Contact:
Michelle Acuff
CableCom
360.926.6634
Michelle.Acuff (g?cablecomllc.net
Job Number: 305154
Job Name: FE Edmonds DT
Address: 3013rd Ave N
Description: Overlash 2 spans, proof and
pull under Main St
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