JB2099873_Yelm_Plans (24369)PROJECT FOOTAGES
NEW AERIAL: 110,
NEW UNDERGROUND: 0
EXISTING AERIAL/OVERLASH: 598'
EXISTING UNDERGROUND: 0
TOTAL FOOTAGE: 708'
OWNER / APPLICANT
COMCAST
CONTACT: BRIAN HOBACK; NETWORK PROJECT MANAGER
MOBILE: (253) 254-1366
EMAIL: BRIAN_HOBACK@COMCAST.COM
SHUR-KLEEN INC
PROJECT #: 2099873
511 YELM AVE W
YELM, WA 98597
DESIGN BY
K&B TECHNICAL SOLUTIONS
P.O. BOX 2529
CLACKAMAS, OR 97015
CONTACT: BRAD ROLLINS
MOBILE: (281) 923-8353
EMAIL: PERM ITS@KBMAIL.NET
UNIT CODES
FOR INTERNAL USE
SHEETINDEX
SHT
DESCRIPTION
CS
COVER SHEET/VICINITY MAP
1
RIGHT-OF-WAY PLAN
L
LEGEND & TYPICALS
ATTENTION:
WASHINGTON LAW REQUIRES AN EXCAVATOR TO PROVIDE
THE NOTICE TO A ONE -NUMBER LOCATOR SERVICE NOT
LESS THAN TWO BUSINESS DAYS AND NOT MORE THAN
TEN BUSINESS DAYS BEFORE THE SCHEDULED DATE FOR 7q
COMMENCEMENT OF EXCAVATION, UNLESS OTHERWISE
AGREED BY THE EXCAVATOR AND FACILITY OPERATORS. IF
AN EXCAVATOR INTENDS TO WORK AT MULTIPLE SITES OR
AT A LARGE PROJECT, THE EXCAVATOR MUST TAKE
REASONABLE STEPS TO CONFER WITH FACILITY
OPERATORS TO ENABLE THEM TO LOCATE UNDERGROUND K low whars below.
FACILITIES REASONABLY ADVANCE OF THE START OF Call before you dig
EXCAVATION FOR EACH PHASE OF THE WORK.
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SHEET
CS
PROJECTID
CMME-52063-24369
PSE9492-147273
Heig t Violation (Y/N) Make -Ready
34' 8" N N
34' 8"
N
N
p 34' 2"
I[e
N
N
27' 0"
Y
Y
and 26' 0"
Height
N
N
rlash 26' 0"
1 mr
i
EXIT RIGHT-OF-WAY TO PROPERTY.
�1. 511
YELM AVE
Pole Owner: PSE
Pole #4: 559485-147282
Current
Height
Violation
(Y/N) Make -Ready
]
Neutral
34' 0"
N
N
Pwr Sec Loop
33' 6"
N
N
Comcast
26' 6"
Y
Y
Wave Broadband
25' 6"
N
N
Proposed
I Height
Comcast-Overlash
26' 6"
l
STOP OVERLASH OF 48CT FIBER OPTIC CABLE
AT POLE 559492-147273.
START INSTALLATION OF 1/4" STRAND AND 48CT
FIBER OPTIC CABLE TO BUILDING EXTERIOR.
.0 t
1 y
Iffer: PSE
559472-147298
sh
26' 0"
25' 8"
25' 6"
24' 0"
23' 10"
22' 6"
21' 6"
Height
22' 6"
Pole Owner: PSE
Pole #2. 559465
Current
Neutral
Pwr Sec Loop
Wave Broadband
Y
N
1
ady
N
Y
N
Height Violation (Y/N)
25' 4" N
24' 4" N
22' 4" Y
21' 4" Y
20' 4" N
: PSE
59455-147317
24' 0"
33 `-0"
20' 4"
Ready
N
N
Y
Y
N
on (Y.
N
N
Y
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r • � � ��' START OVERLASH OF 48CT FIBER OPTIC CABLE C) C,.)
AT EXISTING SPLICE CASE SP.WATF.0142. co
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���/�1 ♦ . ti v .
` • t . 1 ` 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. `6
2. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SHEET
` " RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
� '�-• �~ " � ` ! \ir TTENTION: Washington law requires an excavator to provide the
notice to a one -number locator service not less than two business 3. IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO FIELD 1
days and not more than ten business days before the scheduled
�r4;; date for commencement ofexcavation, unless otherwise agreed LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
by the excavator and facility operators. if an excavator intends to COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT THE
WHEN WORKING OVER OR NEAR SIDEWALKS: PROVIDE SPOTTERS TO HOLD PEDESTRIAN TRAFFIC work at multiple sites or at a large project, theexcat. vatormusttake EXPENSE OF THE CONTRACTOR. PROJECTID
UNTIL CONSTRUCTION CAN BE PAUSED, OR IT IS SAFE TO PASS THROUGH THE WORK ZONE. reasonable undergrsteps toound
facconilities
reasonablyity in advanc eof the them to
locate underground facilities reasonably in advance of the start of CMME-52063-24369
excavation for each phase of the work.
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LINETYPES SYMBOLS
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AERIAL CABLE UTILITY POLE/ENCLOSURE
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EXISTING SPLICE CASE
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PROPOSED SPLICE CASE
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SHEET
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PROJECTID
CMME-52063-24369
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
FletcCo
9/18/2014
1:26:06 PM
S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-12) Lane Shift - Three Lane Roadway\TC-12.dgn Plot 1
TC12
TRAFFIC CONTROL PLAN
WORK AREA
W20-1
48"
48"
AHEAD
WORK
ROAD
W1-4(L)
48"
48"
MPH
50/60
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
P
C
M
S
P
C
M
S
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH »¿350’
45 / 55 MPHRURAL ROADS »¿500
60 / 65 MPH »¿800RURAL HIGHWAYS
25 / 30 MPH »¿200’
URBAN STREETS 25 MPH OR LESS »¿100’
SIGN SPACING = X (1)
LONGITUDINAL BUFFER SPACE = B
25 30 35 40 45 50 55 60 65 70
250 305 360 425 495 570 645
BUFFER DATA
155 200
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
-
25 30 35 40 45 50 55
10
12
550
605
660
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
MINIMUM TAPER LENGTH = L (feet)
Posted Speed (mph)
-
780
-
--
-
-
660
720
T
MA
TRANSPORTABLE ATTENUATOR
SPEED (MPH)
LENGTH (feet)
PROTECTIVE VEHICLE
48"
48"
W4-2R
W20-5L
48"
48"
AHEAD
CLOSED
LEFT LANE
W20-1
48"
48"
AHEAD
WORK
ROAD
100 FEET MAX.
TO
30 FEET MIN.
REQUIRED
DISTANCE
NO SPECIFIED
RECOMMENDATION.
WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
THE WORK AREA.
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RESIDENTAL & BUSINESS DISTREICTS
RURAL ROADS & URBAN ARTERIALS
(feet)
WIDTH
LANE
SPACING (feet)
CHANNELIZATION DEVICE
1 2
AHEAD
1 MILE
2.0 SEC 2.0 SEC
PCMS #1
OF TEMPORARY SIGNS.
FIELD LOCATE IN ADVANCE
1 2
2.0 SEC 2.0 SEC
PCMS #2
OF TEMPORARY SIGNS.
FIELD LOCATE IN ADVANCE
CLOSURE
LANE
LEFT
LEFT
SHIFTS
LANE
AHEAD
1 MILE
LANE SHIFT - THREE LANE ROADWAY
NOT TO SCALE
1.
NOTES
2.
3.
4.
LEGEND
TEMPORARY SIGN LOCATION (5’ MOUNTING HEIGHT)
PORTABLE CHANGEABLE MESSAGE SIGN
TRANSPORTABLE ATTENUATOR
SEQUENTIAL ARROW SIGN
CHANNELIZING DEVICES
TEMPORARY SIGN LOCATION
T
M
A
PCMS
#
1
#
2
L B L/2XXX DEVICE SPACING 1/2 DISTANCE FOR
OPPOSING TRAFFIC DEVICES
L/3
KEEP
RIGHT
24"
30"
B/W
R4-7B
20’R B L/2 X X
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
RECOMMENDED EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.
FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4.
SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
Plot 1
TC14
TRAFFIC CONTROL PLAN
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
FletcCo
9/18/2014
1:27:17 PM
S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-14) Intersection Lane Closure - Three Lane Roadway\TC-14.dgn
OPTIONAL IF 40 MPH OR LESS
48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
W20-7A
48"
48"
W20-4
AHEAD
ROAD
ONE LANE
W20-1
48"
48"
AHEAD
WORK
ROAD
48"
48"
W20-7A
48"
48"
CENTER LANE
CLOSED
AHEAD
W20-5C
W20-1
48"
48"
AHEAD
WORK
ROAD
48"
48"
W20-7A
48"
48"
W20-7A48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
W20-4
AHEAD
ROAD
ONE LANE
W20-1
48"
48"
AHEAD
WORK
ROAD
48"
48"
TO STOP
PREPARED
BE
W20-7B
W1-4(L)
48"
48"
W20-1
48"
48"
AHEAD
WORK
ROAD
MPH
50/70
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH »¿350’
45 / 55 MPHRURAL ROADS »¿500
60 / 65 MPH »¿800RURAL HIGHWAYS
25 / 30 MPH »¿200’
URBAN STREETS 25 MPH OR LESS »¿100’
SIGN SPACING = X (1)
LONGITUDINAL BUFFER SPACE = B
TRANSPORTABLE ATTENUATOR
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645
BUFFER DATA
155 200
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
-
KEEP
RIGHT
24"
30"
B/W
R4-7B
1
1
1
25 30 35 40 45 50 55
10
12
550
605
660
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
MINIMUM TAPER LENGTH = L (feet)
Posted Speed (mph)
-
-
--
-
720
660
--
PROTECTIVE VEHICLE
100 FEET MAX.
TO
30 FEET MIN.
INTERSECTION LANE CLOSURE ~ THREE LANE ROADWAY
NOT TO SCALE
1.
NOTES
2.
3.
4.
5.
LEGEND
TEMPORARY SIGN LOCATION (5’ MOUNTING HEIGHT)
PROTECTIVE VEHICLE - RECOMMENDED
CHANNELIZING DEVICES
TEMPORARY SIGN LOCATION
FLAGGING STATION
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
(feet)
WIDTH
LANE
RECOMMENDATION.
WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
THE WORK AREA.
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
REQUIRED
DISTANCE
NO SPECIFIED SPACING (feet)
CHANNELIZATION DEVICE
AREA
WORK
X
X
X
X
1
1
X
X
X
X
L/2 X X
XX
L/2DEVICE SPACING 1/2 DISTANCE
FOR OPPOSING TRAFFIC DEVICES
L/2
XX
DEVICE SPACING 1/2 DISTANCE
FOR OPPOSING TRAFFIC DEVICES
L/2XX B
R
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS
SIGN W1-4.
FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF
OR TURNED OFF DURING FLAGGING OPERATIONS.
IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE"
RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.