JB2019513_Yelm_Plans (22745)PROJECT FOOTAGES
NEW AERIAL:
0
NEW UNDERGROUND:
117'
EXISTING AERIAL/OVERLASH:
0
EXISTING UNDERGROUND:
0
TOTAL FOOTAGE:
117'
OWNER / APPLICANT
COMCAST
CONTACT: BRIAN HOBACK; NETWORK PROJECT MANAGER
MOBILE: (253) 254-1366
EMAIL: BRIAN_HOBACK@COMCAST.COM
PACIFIC STORAGE PARTNERS LLC
PROJECT #: 2019513
10013 D RAGT ST SE
YELM, WA 98597
0
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x
`Cea51 Wyndstone Apartments Q
981h Way Southeast SeJ
G �2a
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1¢rra View St SE
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1�
Duran) St S
We SE 95lh Ave SE c
7-1
991h Ave SE
Southeast O> Durant St SE
V n Arctic Paws Kennel Q m
A f-
99th Way Southeast
E
c Q Jessica Hills Photography + t
L _
Cols ARNP
E
1001h Ave SE
Ave SE e \ `w
icd Ln SE tOD9Dlir¢ St SF
N
o Lon
erase Q Space Bear Bags Longmire St SE
oDrrve Seuryeaat F `
1Y
°eeas
Basketball court 0 A
t a�OmaBpJtjVal
W+
Tahcma Poulevard Southeast E
Peel & Prep Catering Q S
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
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PROJECTID
CMEX-51107-22745
N
W E
S
0 10, 20'
SCALE: 1"=20'
14730
14712
Y
WHEN WORKING OVER OR NEAR SIDEWALKS: PROVIDE SPOTTERS TO HOLD PEDESTRIAN TRAFFIC
UNTIL CONSTRUCTION CAN BE PAUSED. OR IT IS SAFE TO PASS THROUGH THE WORK ZONE.
BORE TO PLACE (1)-2" CONDUIT MIN. 36" BELOW GRADE
PULL NEW CABLE THROUGH NEW CONDUIT
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.
ATTENTION: 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 ten 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 operatorsif 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.
,easonable steps to confer with facility operators to enable them to
locate underground facilities reasonably in advance of the start of
excavation for each nhace of the work.
DIG UP AND INTERCE
CONDUIT PLACED BY
EXIT RIGHT-OF-WAY TI
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PROJECTID
CMEX-51107-22745
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
® 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
0 POLE TAG
EXISTING CONDUIT RISER
PROPOSED CONDUIT RISER
(�
EXISTING PEDESTAL
EXISTING VAULT/HANDHOLE
❑V
EXISTING MANHOLE
MH
PROPOSED PEDESTAL
PROPOSED VAULT/HANDHOLE
V❑
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-51107-22745
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
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANE
Posted Speed (mph)
WIDTH
(feet)
25E�2'45'1
40
45
50
55
60
65
70
10
105
270
450
500
550
11
115
295
495
550
605
660
-
-
12
125
320
540
600
660
720
780
840
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feet)
25
1 30
35
40
45
50
55
60
65
70
81
40
40
60
90
120
130
150
1 160
170
1 190
10,
40
60
90
90
150
170
190
1 200
220
1 240
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
SIGN SPACING = X (1)
FREEWAYS & EXPRESSWAYS 55 /70 MPH
1500't
RURAL HIGHWAYS 60 /65 MPH
800't
RURAL ROADS 45 /55 MPH
500't
RURAL ROADS & URBAN ARTERIALS 35 /40 MPH
350't
RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200't (2)
URBAN STREETS 25 MPH OR LESS
100'! (2)
(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)
TAPER
TANGENT
480
IMPH
30
60
20
40
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155 1
200
1 250 1
305
360
425
495
1 570
1 645
1 730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HICLE WEIGHT
,000 lbs.
< 45 MPH
45-55 MPH
> 55 MPHL2T1.
55 MPH
> 55 MPH
100,
123'
172'
150'
PCMS
1 2
RIGHT 1 MILE
LANE AHEAD
CLOSURE
2.0 SEC 2.0 SEC
FIELD LOCATE 1 MILE i IN
ADVANCE OF LANE CLOSURE SIGNING.
9° NOTES
RIGHT LANE 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
CLOSED
LEGEND AHEAD 2. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER.
q TEMPORARY SIGN LOCATION
483. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE.
W20-51`11 4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'(FT)
® TRAFFIC SAFETY DRUM (RECOMMENDED).
�D SEQUENTIAL ARROW SIGN 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE
TRANSPORTABLE ATTENUATOR
SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS 20'(FT).
PCMS PORTABLE CHANGEABLE MESSAGE SIGN 6. ALL SIGNS ARE BLACK ON ORANGE.
NOT TO SCALE
FILE NAME S:1Desi n R P& SW-Standardsl2-Plan Sheet Libra 102-PSL Work in Pro ressTeml TC1-TC-17 Buffer Data table re IacementlTC-3.dgn Plot 1
TIME 8,18,31 AM —Tr FED.AID PROJ.NO. Amok
Rux Rv
DATE 1/312018 �
PLOTTED BY Ilddelf WAS �I/ TC3�
DESIGNED BY +oe x... eR
ENTERED BY Washington State ....
CHECKED BY coxTRnm x L-Anox Department of Transportation off
PROJ. ENGR. re DATE TRAFFIC CONTROL PLAN
REGIONAL ADM. REVISION DATE BY