223821-Job Packet revised.pdfENGINEERED FOR:
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JP MORGAN SITE ID 42087
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223821
424 STH AVE S
EDMONDS
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CONTACT PERSON:
CableCom LLC Comcast
Supervisor Casey Brown - (425)
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Nick Dalton - (360) 754-0064
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214-2478 1525 75 St. SW #200 f
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8602 Maltby Rd
Woodinville, Wa 98072 Everett, Washington 98203
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SHEET INDEX:
NO
I - COVER SHEET/PROJECT LOCATION
2 - ROW DESIGN
L
UJI
3 - SITE DESIGN
4 - DETAILS
5 - TCP
PROJECT LOCATION
comcast,
JT# 223821
FILE NAMEJP MORGAN SITE ID 42087
C3:
SHEET
ASBUILD
1 OF 5
DATE: 1/16/2018
NUMBER:
CableCom
THIS IS PROPRIETARY INFORMATION- NOT FOR DISTRIBUTION
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EXISTING VAULT
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12ct fiber
279' Proof and
mill 322' directional drill,
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223821 JP MORGAN SITE ID 42087 424 5TH AVE S EDMONDS ROW Design
Prepared By: Nick Dalton - (360) 214-2478 Rev Date
Date: FROM CASE SP.WALY.0412 OVER LASH 12 CT. FIBER 20'to pole, riser down. Directional
C3: ENGINEERED FOR: Metro-E drill 322'to vault. PULL FIBER 279'TO INTERCEPT AND CONTINUE THROUGH NEW
CableCom Casey Brown - (425) 754-0064 BUILT UNDERGROUND RUN(38') TO BUILDING.
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223821 JP MORGAN SITE ID 42087
424 5TH AVE S
EDMONDS
Site Design
Prepared By: Nick Dalton - (360) 214-2478
I
Rev
I
Date
I
r,c) Date:
FROM CASE SP.WALY.0412 OVER LASH 12 CT. FIBER 20'to pole, riser down. Directional
Metro-E
ENGINEERED FOR:
drill 322'to vault. PULL FIBER 279'TO INTERCEPT
AND CONTINUE THROUGH NEW
Casey Brown -
(425) 754-0064
CableCom Ccomcast
BUILT UNDERGROUND RUN(38')
TO BUILDING.
I
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223821 JP MORGAN SITE ID 42087 424 5TH AVE S EDMONDS Detail View
repared By: Nick Dalton - (360) 214-2478 Date
Date: Rev I I FROM CASE SP.WALY.0412 OVER LASH 12 CT. FIBER 20'to pole, riser down. Directional
W* C3: ENGINEERED FOR: Metro-E drill 322'to vault. PULL FIBER 279'TO INTERCEPT AND CONTINUE THROUGH NEW BUILT
CableCom Ccomcast Casey Brown - (425) 754-0064 UNDERGROUND RUN(38') TO BUILDING.
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SIGN SPACING - X (1)
RURAL ROADS & URBAN ARTERIALS 35140 FWPH 35(7 &
RURAL ROADS URBAN ARTERIAL$ 25 J 30 MPH 2OOr & (2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS loor L (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSEC71ONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
IS
RO=AY CONDITIONS. I
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ROAD
WORK
AH
<1 EAD >
4'8'
W20-1
MINIMUM SHOULDER TAPER LENGTH - L/3 (feet)
SHOULDER
WIDTH
(")
Posted Speed (mph)
25
30
35
40
45
50
55
60
65
70
V
40
-0
W
10*
4.
1-
90
I
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
<SHI ULDER
OU
WO>RK
W21-5
CHANNELIZATION DEVICE
SPACING (feet)
MPH
T�PER
TANGENT
35.'40
30
60
2V30
20
40
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25 1
30
35
40
45
1 50
1 55
W
65
70
LENGTH (t")
155 1
200
2-50
306
3W
1 425
1 495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE - R
MOST VEHICLE WEIGHT
9 900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
22 000 IDS.
1 45 MPH
I A5-55 MPH
55 MPH
45 MPH
45-55 MPH
55 MPH
1co 1
123'
177
74
1W
15c,
PROTECTIVE VEHICLE (WORK VEHICLE) - R
140 SPECIFIED DISTANCE REOUIRED
LEGEND
Ia TEMPORARY SIGN LOCATION SHOULDER CLOSURE - LOW SPEED
NOTES:
CHANNEUZPJC; DEVICES (40 MPH OR LESS) 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 2OF (Fr).
PROTECTIVE VEHICLE
NOT TO SCALE
2. ALL SIGNS ARE BLACK ON ORANGE.
71ME 1:26:U PM FED.AID, PROJ.NO6
DATE TC5
PLOTTED BY -6ck . . .... w7AP
DESIGNED BY WashIngton State
ENTERED BY
CHECKED BY Department of TransportatIon
PROJ.ENGR. TRAFFIC CONTROL PLAN
REGIONAL ADM. REVOON DATE By
223821 JP MORGAN SITE ID 42087 424 5TH AVE S EDMONDS Current Node Design
Prepared By: Nick Dalton - (360) 214-2478 Rev Date
Date: I FROM CASE SP.WALY.0412 OVER LASH 12 CT. FIBER 20'to pole, riser down. Directional
c:: ENGINEERED FOR: Metro-E drill 322'to vault. PULL FIBER 279'TO INTERCEPT AND CONTINUE THROUGH NEW
CableCom Ccomcast Casey Brown - (425) 754-0064 BUILT UNDERGROUND RUN(38') TO BUILDING.
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