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223821
JP MORGAN SITE ID 42087
424 5TH AVE S
EDMONDS
Detail View
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
ENGINEERED FOR:
Metro-E
drill 322' to vault. PULL FIBER 279' TO INTERCEPT
AND CONTINUE THROUGH NEW
comcast
Casey Brown - (425) 754-0064
CableCom
BUILT UNDERGROUND RUN(38')
TO BUILDING.
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Existing PSE gas
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Proposed New drill
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Dig and intercept
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city water
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city sewer
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city storm
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223821
JP MORGAN SITE ID 42087
424 5TH AVE S
EDMONDS
SOW Detail Overview
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
ENGINEERED FOR:
Metro-E
drill 322' to vault. PULL FIBER 279' TO INTERCEPT AND CONTINUE THROUGH NEW
comcastw
Casey Brown - (425) 754-0064
CableCom
BUILT UNDERGROUND RUN(38') TO BUILDING.
5
Comcast OPE
SIGN SPACING - X (1)
RURAL ROADS d URBAN ARTERIALS 35140 MPH 35D !
RURAL ROADS URBAN ARTERIALS 251 30 MPH 200' : (2)
RESIDENTIAL 6 BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100 t 2
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSEC71ONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
48'
ROAD
WORK
AHEAD
46'
W20-1
MINIMUM SHOULDER TAPER LENGTH - U3 (feat)
SHOULDER
WIDTH
(")
Posted Speed (mph)
25
30
35
40
45
50
55
60
86
70
V
40
40
W
10'
40
60
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
SHOULDER
WORK
W21 S
CHANNELIZATION DEVICE
SPACING feet
MPH
TAPER
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
250
306
360
1 425
1 495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE - R
HOST VEHICLE WEIGHT
9.900 TO 22,000 IOs.
HOST VEHICLE WEIGHT
> 22 000 10S.
< 45 MPH
4555 MPH
> 55 MPH
< 45 MPH
45-55 MPH
55 MPH
1C0
123'
177
74
1W
150
PROTECTIVE VEHICLE (WORK VEHICLE)- R
NO SPECIFIED DISTANCE REOUIRED
LEGEND
Ia TEMPORARY SIGN LOCATION SHOULDER CLOSURE - LOW SPEED
NOTES:
CHANNEUZP+G DEVICES (40 MPH OR LESS)
lam: a 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (Fr).PROTECTIVE VEHICLE
NOT TO SCALE
2. ALL SIGNS ARE BLACK ON ORANGE.
71ME 1:26:58PM 'D0"" "•^ FEDJLpPROJ.NO
DATE tOf1U207i AS TC5
PLOTTED BY Eck.
DESIGNED BY
ENTERED BY Washington State •'^'
CHECKED BY oa....c•w, wu.n..a Department of Transportation
PROJ.ENGR. - - TRAFFIC CONTROL PLAN .�..•.
REGIONAL ADM. REVBION DATE BY -
223821 JP MORGAN SITE ID 42087 424 5TH AVE S EDMONDS Current Node Design
S Prepared By: Nick Dalton - (360) 214-2478
Rev Date
c:: Date: FROM CASE SP.WALY.0412 OVER LASH 12 CT. FIBER 20' to pole, riser down. Directional
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.
Comcast ope
BUFFER DATA
LONGIITUOI NAL BUFFER SPACE - B
SPEm IM'/11
2i
I Y)
I i5
1 •0
1 41.
1 •.0
SS I
W
1 61,
70
Lf GTM Iff ;'n
I%
2P0
m0
WSJ
V0
47S
40B
- Zn
bts
-
BUFFER VEHICLE ROLL ANlAD DISTANCE = R
TRANSFORTAaLA ATTEM•ATOR
R FEE- VM.
VIN WN most YtMKLE NEIOHT Is.000 Lot THE W^)IIVUY
TO
„S I:SHT SNALI Re N AcC'.ORDAws VAT" 'lt•
100 FEET MAX.
MA"ACTURERS RECONVENDAT/OM.
PROWCTIVE VEHICLE
No Sr IFTED
WAY RE A WCwc vBNCLA 97RA7E0ICALLY LOCATED TO MELD
5177ANCe
RLOt1/ cD
IMP VQbC ARPA.
SIGN SPACING = X (1)
RURAL Nq.bVgYO 40105 UP"
IWO
RLIRAL ROAD% 4% fUS UP"
I=&
RURI•L ROADS a URSAN ARTERIALS 36 t4o ta°N
3wt
IiJRAF ROAM UROAY ARTERMS. tS f 30 N"
IEUDENIV.L i YUUNESS DISTRICTS
ma (!J
UARNM NIRIFTC » MPH DR Lisa
1001 (21
It) ALL 6PACIMO VAY bli AD.+..b7ED TO ACGOM/OOAtE
NtW60G1IONL AND Dq V%%VAYC
14 THIS sPAC19OG VAr bE REOV^.EO IY VROAN AREAS TO FIF
ROAOVAY cO�f)I'IICNy
R x
489 439
ONE LANE .
NDAD
AHEAD
44• •S•
ROAD RE
WORK PREPARED
AHEAD To STOP
4S" 4a'
t 1 WI20.73
wa),78 10►TIONAL M
AS Wpm OR LEM
x I w r°
bw
tc to loon
6 DEVICE
R
V420.76 (dTKV"L IF
M 201304 OR LCaOI
49, 4a•
sE ROAD
/ I711rIWeo w0RK
to star0
/ �• W/l0.7a 49
1
/ E LANE' W2D•T �.
ROAD
AHEAD
411' 4S"
Sato +w W2$-7A W20-4
6 DEVICE
All 1 x 1 x x I x
F
SPACING EE7
VnI
TAPER
72! NT
L'K1
10 TO 20
aD
SW45
10 TO m
aD
2Y)O
1 10 TO 20
1 •O
NOTtlk
1. ML SIG•S ARF ItEACK ON ORANGE.
LEGENO
2 "It.%cINC TMt CtNNYI:FILIYO DtMCC 'AOtn ACROSS
ct LAGGING I TA EIOM
Sc+I)V.OER IS RECOVMENOEA
) NG►IT 1VCRK RCOURE3 AOCITIONA: ROIM7VVAY tl(IIITING AT
kl
TEtxoORA�v 9 ,+I LOCATIONOw
A*OT.0 STATIONS. Sift TI•E STANOAfO a►ECl4CAT10A15 &OR
ONE -LANE. TWO-WAY TRAFFIC CONTROL
ADOEnONALL 7CYAII&
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CHANLUIYCII ° DICEs
WITH FLAGGERS
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NOT TO SCA LE
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OMTa 71IUM4 r
PWTTTLD BY .+..c. Aa MAPTCt
otalONm Or
Rxn��o ov 'Naz.�lrg �n St)fr. A+•'
d9000 ov Loc.w A Department or Transportation
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TRAFFIC CONTROL PLAN
1"Q AL ADM F16VO011 oATfi or -' •«-