JB2103278_Yelm_Plans (23728)PROJECT FOOTAGES
NEW AERIAL: 314'
NEW UNDERGROUND: 0
EXISTING AERIAL/OVERLASH: 0
EXISTING UNDERGROUND: 1,314'
TOTAL FOOTAGE: 1,628'
OWNER / APPLICANT
COMCAST
CONTACT: BRIAN HOBACK; NETWORK PROJECT MANAGER
MOBILE: (253) 254-1366
EMAIL: BRIAN_HOBACK@COMCAST.COM
MICHAELS LANDING
PROJECT #: 2103278
16803 CANAL RD SE
YELM, WA 98597
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Q Baseball Field
Bathroom (D Longmire
Community
Park
N
WE
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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
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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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PROJECTID
CMEX-52133-23728
N
W E \
16713
S
0 50' 100'
SCALE: 1 "=100'
z -d' \
/ POLE #559538-147919
wner: PSE
2: 559538-147919
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Height
Violation
(Y/N)
Make -Ready
26' 1"
N
N
ary
26' 1"
N
N
c Loop
24' 0"
N
N
t
22. 3"
Y
Y
ed
Hpiaht-
16713
Pole Owner: PSE
Pole #1: 559563-147899
Current
Height
Violation
(Y/N)
Make -Ready
Secondary
25' 3"
N
N
Pwr Sec Loop
24' 4"
N
N
Comcast
21' 11"1
Y
I Y
Proposed
Height
Comcast-Over
lash
20' 7"
DEVELOPER TO PLACE (1)-2" CONDUIT IN OPEN TRENCH ON BEHALF OF COMCAST
COMCAST TO PULL NEW (1)-0.625 COAX CABLE THROUGH NEW CONDUIT
(TYPICAL)
/
PLACE NEW PEDESTAL IN PUBLIC UTILITY EASEMENT
\ (TYPICAL) 5
6
/
QJ� ^LL Co,
/ 7
1.
ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION.
2.
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
4TTENTION: 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
days and not more than [en business days before the scheduled
date for commencement of excavation, 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
work at multiple sites or at a large project, the excavator must take
EXPENSE OF THE CONTRACTOR.
reasonable steps to confer with facility operators to enable them to
locate underground facilities reasonably in advance of the start of
excavation for each phase of the work.
16722 ZZ
TIE-IN AT EXISTING
UTILITY POLE
A
POLE #559563-147699
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OVERLASH NEW (1)-0.625 COAX CABLE /
TO EXISTING CABLE/STRAND 106
P°
PLACE (1)-2" CONDUIT RISER ON EXISTING UTILITY POLE
PULL NEW (1)-0.625 COAX CABLE THROUGH NEW CONDUIT
106
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PROJECTID
CMEX-52133-23728
LINETYPES
AERIAL CABLE
EXISTING CONDUIT
NEW CONDUIT -------------------
RIGHT-OF-WAY ROW
EASEMENT ESMT
PUBLIC UTILITY EASEMENT PUE
PROPERTY LINE
CENTERLINE
FACE OF CURB FOC
EDGE OF PAVEMENT EOP
EDGE OF CONCRETE EOC
EDGE OF GRAVEL EOG
EDGE OF SIDEWALK S/W
EXCAVATION LIMITS -----------
SEWER S
STORM SD
WATER W
GAS G
POWER P
TELEPHONE T
FIBER OPTIC FO
CATV CAN
TRAFFIC SIGNAL TRS
STREET LIGHT SLT
FENCE LINE
GUARD RAIL El
RAILROAD TRACKS
BUILDING FOOTPRINT
SYMBOLS
JOINT USE POLE
S POLE TAG
JOINT USE POLE W/ TRANSFORMER
® POLE TAG
POWER POLE W/ TRANSFORMER
POLE TAG
POWER POLE
X POLE TAG
CABLE POLE
0 POLE TAG
TELEPHONE POLE
Q POLE TAG
EXISTING CONDUIT RISER
S
PROPOSED CONDUIT RISER
S*
EXISTING PEDESTAL
EXISTING VAULT/HANDHOLE
EXISTING MANHOLE
MH
PROPOSED PEDESTAL
PROPOSED VAULT/HANDHOLE
PROPOSED MANHOLE
MH
INLET
VALVE
X
METER
a]
HYDRANT
i7
POWER TRANSFORMER
❑0
STREET LIGHT POLE
TRAFFIC SIGNAL POLE
❑o
SIGNAL CONTROLLER
CROSS WALK SIGNAL
O
RAILROAD SIGNAL
�o
TREE
0
CULVERT
EXISTING SPLICE CASE
PROPOSED SPLICE CASE
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PROJECTID
CMEX-52133-23728
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
1:16:53 PM
S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-1) One Lane, Two Way Traffic Control with Flaggers\TC-1.dgn
Plot 1
TC1
TRAFFIC CONTROL PLAN
LEGEND
W20-1
48"
48"
AHEAD
WORK
ROAD
48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
W20-4
AHEAD
ROAD
ONE LANE
48"
48"
W20-7A
W20-1
48"
48"
AHEAD
WORK
ROAD
48"
48"
W20-4
AHEAD
ROAD
ONE LANE
48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
W20-7A
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
URBAN STREETS
35 / 40 MPH
25 / 30 MPH
45 / 55 MPH
60 / 65 MPH
48"
48"
W20-7A
W20-1
48"
48"
AHEAD
WORK
ROAD
48"
48"
W20-4
AHEAD
ROAD
ONE LANE
48"
48"
TO STOP
PREPARED
BE
W20-7B
LONGITUDINAL BUFFER SPACE = B
30 35 40 45 50 55 60 65 70
250 305 360 425 495 570
BUFFER DATA
200
THE WORK AREA.
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
-
50/65
TAPER TANGENT
10 TO 20
NOTES:
1.
100 FEET MAX.
TO
30 FEET MIN.
SPEED (MPH)25
155 645
TRANSPORTABLE ATTENUATOR
MANUFACTURERS RECOMMENDATION.
WEIGHT SHALL BE IN ACCORDANCE WITH THE
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
LENGTH (FEET)
PROTECTIVE VEHICLE
REQUIRED
DISTANCE
NO SPECIFIED
MPH
SPACING (FEET)
CHANNELIZATION DEVICE
35/45
25/30
10 TO 20
10 TO 20 40
60
80
SIGN SPACING = X (1)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
RURAL ROADS, URBAN ARTERIALS,
25 MPH OR LESS »¿100’
»¿200’
»¿350’
»¿500
»¿800
2.
3.
4.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
ADDITIONAL DETAILS.
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
SHOULDER IS RECOMMENDED.
EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
ALL SIGNS ARE BLACK ON ORANGE.
WITH FLAGGERS
ONE-LANE, TWO-WAY TRAFFIC CONTROL
NOT TO SCALE
IN
T
E
R
S
E
C
T
I
N
G
R
O
A
D
W
A
Y
40 MPH OR LESS)
W20-7B (OPTIONAL IF
40 MPH OR LESS)
W20-7B (OPTIONAL IF
40 MPH OR LESS)
W20-7B (OPTIONAL IF
PROTECTIVE VEHICLE
CHANNELIZING DEVICES
TEMPORARY SIGN LOCATION
FLAGGING STATION
300’
50’ TOX
AREA
WORK
XMIN.
6 DEVICE
50’ TO 100’
BRMIN.
6 DEVICE
50’ TO 100’
XXXX
X X X
X
X
X