JB1870891_Yelm_Plans (21917)HBGF-TAHOMA TERRA COMMERCIAL - PH1 - CF ROW
PROJECT FOOTAGES
NEW AERIAL:
0
NEW UNDERGROUND:
0
EXISTING AERIAL/OVERLASH:
0
EXISTING UNDERGROUND:
2,923'
TOTAL FOOTAGE:
2.923'
OWNER / APPLICANT
COMCAST
CONTACT: JON HUMPHREYS; PROJECT MANAGER
MOBILE: (503) 302-0853
EMAIL: JONATHON_HUMPHREYS@CABLE.COMCAST.COM
PROJECT #: 1870891
10013 D RAGT ST SE
YELM, WA 98597 UNIT CODES
FOR INTERNAL USE
FarrelEi's Pizza
I
Yelm Q Medical Plaza ■
a
3
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a
Our Place To Grow 4
rn
Volley RdSF B4rryVa1.1pj,
Miss tees Cubcar Jvyncstone Apartments 9v,
4 RidgelineApaslments
T
Eti_ �-agan,LMP erra View St SE
Durant St SE
a
99th Ave SE
Serendipity Miniature
Apricot Poodles
99th Way Southeast
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y
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q` both Ave SE N off'
1 corn
PS
W E
C ��4rhirp St $f
L cng mire St SE Longmire St SIE
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
SHEETINDEX
SHT
DESCRIPTION
CS
COVER SHEET/VICINITY MAP
1-2
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
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 I[Ifow. Wt}'S below.
FACILITIES REASONABLY ADVANCE OF THE START OF Call before you dig
EXCAVATION FOR EACH PHASE OF THE WORK.
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SCALE: 1"=100' >� _
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EXISTING PEDESTAL CY) _
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FWHENTWORKING OVER OR NEAR SIDEWALKS: PROVIDE SPOTTERS TO HOLD PEDESTRIAN TRAFFIC oz CONSTRUCTION CAN BE PAUSED, OR IT IS SAFE TO PASS THROUGH THE WORK ZONE. _ CI
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(D 2. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SHEET
Q RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
ATTENTION Washington law requires an excavator to provide th I
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
W I date for commem, mentof 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. PROJECTID
reasonable steps to confer with facility operators to enable them to
locate underground facilities reasonably in advance of the start of CMHB-49683-21917
excavation for each phase of the work.
MATCH SHEET 1
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14832
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EXISTING PEDESTAL 9917 9923
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PROOF AND VERIFY EXISTING PATHWAY
PULL NEW CABLE THROUGH EXISTING CONDUIT
26& \ (TYPICAL) 1
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EXISTING PEDESTAL
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EXISTING PEDESTAL
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TAHOMA
14827
BLVD SE
Ii-_ 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION.
2. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
0- 0 50' 100' RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
ATTENTION: Washington law requires an excavator to provide the
SCALE: 1"=100' 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 operators. If an excavator intends to COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT TF
WHEN WORKING OVER OR NEAR SIDEWALKS: PROVIDE SPOTTERS TO HOLD PEDESTRIAN TRAFFIC work atmultiple sites oratalarge project, the excavatormust takereasonEXPENSE OF THE CONTRACTOR.
UNTIL CONSTRUCTION CAN BE PAUSED, OR IT IS SAFE TO PASS THROUGH THE WORK ZONE. locate ndble rgroundteps to conferwith
reasonably
ylyin operators enable the them to
locate underground facilities reasonably in advance of the start of
excavation for each phase of the work.
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SHEET
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C M H B-49683-21917
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 CAry
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
Q POLE TAG
EXISTING CONDUIT RISER
PROPOSED CONDUIT RISER
(�*
EXISTING PEDESTAL
Fl
EXISTING VAULT/HANDHOLE
❑V
EXISTING MANHOLE
MH
PROPOSED PEDESTAL
Fl
PROPOSED VAULT/HANDHOLE
❑V
PROPOSED MANHOLE
MH
INLET
❑®
VALVE
pQ
METER
QM
HYDRANT
i7
POWER TRANSFORMER
W
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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L
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