HomeMy WebLinkAbout20260327_Revised TCP TC P Completed By: T.Buttel
Completion Date: 12/8/2025 Address: 18725 SMOKEY POINT BLVD ARLINGTON WA 98223
Job Type: Forced Relocates Site Latitude: Tie-In Latitude:
Job Subtype: Reimbursable Site Longitude: Tie-In Longitude:
Survey Scope: Post-Sale Footages Entered On Right of Way,Private Exterior,and Private Interior tabs. Footages are
COMICAST Pr
oject Manager: summarized on Survey Rollup tab.
P2ID: JB0002376209 Are Additional Pages Needed: No
*IMPORTANT CONSIDERATIONS FOR ROUTE OVERVIEW COMPLETION*
CALL OUT IF IT IS COAX OR FIBER.
NEED TO KNOW WHAT ADJACENT STRUCTURE IS IMPACTED/REMOVED AND WHERE IT IS LOCATED.
NOTATE THE NUMBER AND SIZE OF THE NEW STRUCTURE(IE.;CONDUIT)
NOTE ALL FUTURE PEDESTAL/VAULT LOCATIONS
ENSURE YOU HAVE VERIFIED THE EXISTING COMCAST FACILITIES(COAX/FIBER/CASE LOCATIONS/SHEATHS PER CASE/SLACK LOCATIONS AND FOOTAGE/STRUCTURE)SHOWN ON THE FACILITY
SEARCH MAP WITHIN THE CONSTRUCTION AREA.
SHOW OVERALL ROUTE AND WHAT IS BEING RELOCATED FROM AERIAL TO UNDERGROUND OR UNDERGROUND TO AERIAL.
Legend Provide Clear Route Overview Construction Details
Route Starting with POLE 1,Tie in Splice,Overlash 260'to POLE 2,Move Power Supply here. From POLE 2, BORE and PULL 180'to new VAULT. From POLE 3,Overlash 572'to POLE 5.Continuing
Underground Route from POLE 2,Overlash 728'to POLE 10. Continue work In Private Property.Aerial Wreckout Per Design.
Aerial Route
Underground Overpull SIGN SPACING =X (1)
Aerial Overlash BUFFER DATA RURAL HI—ARTS aD!as MPH eDT:
RURAL ROADS .5!55 MPH 5,=s
LONGITUDINAL BUFFER SPACr = B .<Mv� JH LLSAi
Footages RWAL ROADS A UR94r.ARTERIATS is!a0 NPH 357s _
SPEED (MPH; 25 30 35 40 45 50 CO 65 70 a[SID[ROADS
S BUSINESS TE.W DISTRICT,
55!30 MPH ND�.121 / 4a Ad.
Aerial UG Footage 150' VRBAN STREETS 25 MPH OR LESS 1W.Pl
LENGI— .eeD 155 200 250 305 360 425 495 STO WS 730 eE ROAD
15O'OL (TI ALL SPACIVD MAY BE ADAS rED TO ACCOMMODATE PREPARED WORK
Aerial Overlash INTERSE.10.5 AND ORI!,�—..
TRANSPORTABLE ATTFNUATOR ROLL AHEAD DISTANCE = R .21 THIS IACINO MAY 1 R—11 IN ORDAN AREAS To FIT TO STOP AHEAD
ROADVNY CONDITIONS
1SO'OP HOSE VEHICLE WEIGFI HOS7 VEHICLE WEIGHT 4d"
OVerpUll Conduit 9.9CO TO 22,ODO be, >22.000 lee• LANfu' wzD•1 4S'150 IN <45 MPH 45-65 MPH >55 MPH 45 MPH 45.55 MPH >55 MPH W20 7E
Interior Footage � RonD
Conduit Tic / 100 123 -72 74 IOU 150' AHEAD
PROTECTIVE VEHICLE (WORK VEHICLE)= R 4,• u•
Support 6 WA100_ Sa°�VkE w2A -1 7A W2�
MIN.
❑ NO SPCCIrICD DISTANCE REQUIRED I I B MN x x
Pedestal
Vault V❑
WORK °
Manhole NN 000 ARE" I °
Hand Hole HH
Lockbox/Dmark
Telco/Cable Pole
Joint Use Pole
® 41' j 4a'
Joint Transformer Pole ONE LANE
Power Pole X ROAD CHANNELIZATION DEVICE
AHEAD /s� SPACING FEET
AS,440 4d' 188TH St N E MP11 TAPER 'AN GENT
Pole Tag PT-123 / .\ /,.--•\ \ / Sams +D TO W aD
tS �� 4C' W20.7A \H/ Tws +D TO 2D aD
Riser RDAD eE 2530 1 10 TO 20 1 .1
Power Supply Ps WORK PREPARED
AHEAD \STOP
Addresses "' 'y
MINI W2tL7B
Address Number 1234 —.711 wvnoNAE R
.o M►d OA �u1 NOTES
Vacant Lot VL
Fiber +.ALL SIGNS ARE BLACK ON ORANGE.
Splice Case LEGEND 2.EXTENDING THE CHANNEU2•NG DEVICE TAPER ACROS_
p SHOULDER IS RECOMMENDED.
Slack r r d4 FLAGGING STATION 3,NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
4-/� In TEMPORARY SIGN LOCATION ONE-LANE, TWO-WAY TRAFFIC CONTROL FOOR�ADDinowu DETAILLS,THE STANDARD, aPeclFwATIaNa
Callouts
GHANNE1121NG DEVICES WITH FLAGGERS
•.SEE SPECIAL PROVISIONS FOR WORN HOUR RESTRICTIONS,
Ca out Arrow ® -ROTFr.nvF vFl!laE
NOT 10 5CALL
i lrr Nw.e ',a5;• ^� -FEgAID•vnoJ,No,- .....
P_JTTED RY INdNI' AS ' ~TC1•
DEAI.MED!Y -�•
ENTERED Ilr WiShIRFII°n SLAT. "••'
Department Of Tra r Dporta ..
�rmow,i�w. RcvlslcN SATE er "' ^•• TRAFFIC CONTROL PLAN -••••