1802BHDM.7_ROWI_EDM_0392__Site Plan (wTCP).pdfMCImetro
ACCESS TRANSMISSION SERVICES CORP
•:m,MasTec
OUTSIDE PLANT CONSTRUCTION
FORESIo E
ENGINEERING SERVICES
(SALTWATER.PARK6)
EDMONDS, WASHINGTON
POLE ATTACHMENT
MAKE READY ENGINEERING
MCI PERMIT NUMBER: 1802BHDM.7_ROWI_EDM_0392
SITE CODE: 1802BHDM.7
CAPITAL PROJECT #: 072443-001
PROJECT STATUS: PERMITTING
STATUS DATE: 02/17/2019
SHEET INDEX
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PROJECT:
1802BHDM.7 ROWI EDM 0392
EDMONDS
20336 3RD AVE NW
EDMONDS. WA
GENERAL PROJECT INFORMATION (A -SERIES)
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CONSTRUCTION PLANS (C-SERIES)
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SITE PLAN SHEET(S)
C-01
FORESITE
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3Cr Chavez Sto33488J 6064
Suite 400 f 1334.a87.6024
ADDITIONAL INFORMATION (D,E-SERIES)
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GENERAL AERIAL CONSTRUCTION DETAILS
D-01
TRAFFIC CONTROL PLAN DETAILS
E-01 - E-02
DATE: 02/17/2019
ENGINEER: F. Colon
DRAWN BY: S. Dickson
REVISIONS
DATE I DESCRIPTION INITIAL
SCALE
HORIZONTAL: N/A
VERTICAL: N/A
SHEET: A-01 I
CONTACT
INFORMATION
verizonl
PROJECT:
1802BHDM.7 ROWI EDM 0392
EDMONDS
MCI METRO INC.
RAILROADS
CITY GOVERNMENT
PRO- LOCATIO
20336 3RD AVE NW
CITY OF EDMONDS
EDMONDS, WA
OUTSIDE PLANT ENGINEERING:
DEVELOPMENT SERVICES DEPARTMENT (425)771-0220
SENIOR PROJECT ENGINEER:
LOU SE POPELKA (425)240-0238
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PROJECT ENGINEER:
BRAD LANDIS (425)229-3123
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PROJECT MANAGER:
CIARA MCDONNELL-RAY (425)606-7704
OUTSIDE PLANT CONSTRUCTION:
PROJECT SUPERVISOR:
FIELD CONSTRUCTION SUPERINTENDENT:
COUNTY GOVERNMENT
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MANAGER:
UTILITIES
STATE GOVERNMENT
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FwesE Group,Inc w www.fg-incnet
3000 ECesar Chavez SL o334.88].6064
MCI UTILITY LOCATE 1-800-624-9675
s l,e 400 4.88J.6834
A-i ,TX]8—
ONE CALL SYSTEM (UTILITY LOCATES)
AT&T LONG DISTANCE: DANIEL MCGEOUGH (425)896-9830
AT&T METRO: CLIFF ROBERTS (425)896-9851
AT&T MOBILITY/SINGULAR (SOUTH OF I-90): GARY TOPORKE (253)680-2403
OTHERS:
AT&T MOBILITY/CINGULAR: BILL LACOUNT (360)395-5425
CENTURY LINK: IVAN ESMERAL (425)427-9903
COMCAST: JILL LOOK (206)396-6032
COAL CREEK UTILITY DISTRICT: PATRICK MARTIN (206)255-1961
FEDERAL GOVERNMENT
ELI/INTEGRA: ERIC LAYTON (425)970-7763
ENGINEERING CONTRACTOR:
FRONTIER COMMUNICATIONS NW: JAY SCHWAB (425)263-4019
LEVEL 3 COMMUNICATIONS: KRISHNA MITCHELL (720)387-3342
DATE: 02/17/2019
ENGINEER: F. Colon
NAME OF FIRM:
FORESITE GROUP
ONEFIBER COMMUNICATIONS: BILL BODIN (916)765-2074
OLYMPIC PIPELINE CO.: TIMOTHY FEHR (425)427-9903
DRAWN BY: S. Dickson
REVISIONS
PROJECT MANAGER:
LUKE RICKEL (210)722-6429
PUDGET SOUND ENERGY: ANDY SWAYNE (425)462-3852
PUDGET SOUND ENERGY EMERGENCY DISPATCH (888)225-5773
DATE
DESCRIPTION
INITIAL
PROJECT ENGINEER:
ARNALDO BLANCO (787)349-2960
PSE/INFRASOURCE: AURELIE JOHANNSON (425)466-4771
CONSTRUCTION CONTRACTOR:
PSE/POTELCO: BOB CARLSEN (425)864-0496
SEATTLE PUBLIC UTILITIES: RICHARD COX (206)9004434
OTHER
T-MOBILE USA: NOTICE ADDRESS 1-877-373-0093
NAME OF FIRM:
MASTEC
VERIZON WIRELESS NW: LELAH VAGA (425)603-8275
PROJECT MANAGER:
XO COMM LINICATIONS/VERIZON WIRELESS: CHRISTOPHER MAPES (206)315-5014
ERIKAYOUNG (267)969-0345
ZAYO FIBER SOLUTIONS: JOSEPH MORTON (253)255-1917
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT
SPECC (CATIONOMMUNIIONSS SHALL REMAINTHE
PT ESE ROSE lY DRAWINGSOF AND
OTF
PROJECT SUPERVISOR:
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B
REPRODUCED, COPIED, USED FOR ANY PURPOSE
CASEY CHRISTLIEB (509)823-0965
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
HORIZONTAL: N/A
VERTICAL: N/A
SHEET: B-01
Forest
Glen
Edmonds
Shoreline
238th Street Southwest
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PROJECT:
EDMONDS
M' ;Z AVE NW
EDMONDS, WA
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F—Is Group, Inc w I—1g-h-1
3000 E Cesar Ch.. St o 334.88J.6064
Sui[e 400 f 334.88J.6034
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201 st Strec
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DATE: 02/17/2019
North 200th Street <
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ENGINEER: F. Colon
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DRAWN BY: S. Dickson
REVISIONS
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DESCRIPTION
INITIAL
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
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North 195th Street
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PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOT
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B
REPRODUCED, COPIED, USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
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HORIZONTAL: N/A
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SHEET: C-00
AVENUE
EDMDNDS
9811
243RD
PLACE
9819 SOUTHWEST
243R EDMDNDS
PLACE
OUTHW ST
EDMON V
TH
24232
FIRDALE
AVENUE
EDMDNDS
9803 9725
2 3RD P
9719
243RD 243RD
243RD
PLACE PLACE
PLACE
SOUTHWES SOUTHWEST
SOUTHWEST
EDMDNDS EDMDNDS
EDMDNDS
4 L
9808
97
243RD
243
PLACE
PLA
SOUTHWEST
SOUTH
EDMDNDS
EDMO
511 NW 503 NW
20 TH 2O5TH
SrST
20313
512 W 5TH AVE
203 D I NW
I
510 N 20311
203R 5TH AVE
ST NW
203RD
_j ST
NW 203rd St
AVENUE
EDMDNDS 9715
AVENUE
EDMDNDS
9713
FIRDALE
AVENUE
EDMDNDS
9713
FIRDALE
AVENUE
EDMDNDS
Pole #
212351
POA
Existing
Hei ht
Proposed
Height
Secondary
31'4"
Down Guy
31' 1"
Proposed PDA
27' 11"
MIRE
Notes
293 ft.
NW 205th St
NORTH
AVENUE 9691
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EDMDNDS IR E
F IRD
FIRDALE
SOL
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AVEEDMO
AVENUE
El
DS
FIRDALE
PROJECT:
FB°,E°T I° Numae".
AVENUE
EDMDNDS 9649
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24320
FIRDALE
9L
AVENUE
EDMDNDS
131 ft.'
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355 NW 205TH Pole # 212258
ST POA Existing Proposed
Heil Height
Secondary 25' 1"
Proposed PDA 17' 6"
Proposed PDA 17' 2"
4 Overhead Guy 162"
Comcast 15' 5"
205TH
ST
20322 MRE Notes
5TH AVE 4TH AVE
NW NW
20310
5TH AVE 20309
W 4TH AVE
NW
4th Ave NW
L
20306
Proposed in Package:
4TH AV
LO
420 1802BHDM.16_ROWI_SHR_0375
NW
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ST ST
LTT- /
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NW 203rd St
FIRDALE
AVENU€-
EDMONDS
9639
FIRDALE
AVENUE
EDMDNDS
9611
9631
FIRDALE
FIRDALE
AVENUE
9429
244TH
STREET
19 94
SOUTHWEST
2419
EDMDNDS
STREE
OUTHWI
IEDMONI
Pole #
2568
POA
Existing
Hei ht
I Proposed
Hei ht
Secondary
33'
Street Light
27' 1"
Proposed PDA
24'4"
Comcast
23' 4"
Frontier
21' 2"
MIRE Notes
AVENUE EDMDNDS
EDMDNDS
9601
FIRDALE
AVENUE
EDMDNDS
Pole =#==I212255
POA
Existing
Height
Proposed
Hei ht
Secondary
23'11"
Street Light
22' 8"
Proposed PDA
20' 6"
Frontier
19' 6"
Comcast
192"
MRE Notes
324 NW
203RD
ST
rH
AVE
01 NW
SA405 NW 327
TH N 319 NW
NW 203RD dudKii 203RD dUJI<IJ I 203RD
ST ST ST ST ST
ft.
9515
FIRDALE
EDMDNDS
AVENUE
EDMDNDS
9523
FIRDALE
9507
AVENUE
FIRDALE
EDMDNDS
AVENUE
EDMDNDS
9529
951j7
244TH
FIRDALE
STREET
AVE
UE
SOUTHWE T
EDM
NDS
EDDMnOND
U
FIRDALE AVENUE
NW 20`"
20336
3RD AVE 137 NW
305 NW NW 205TH
205TH 155 NW ST
ST 205TH 145 NW
ST 205TH
ST
317
AVE
NW
20311
3RD AVE
NW
312 NW 302 NW
20 203RD
STT ST
203RD I 303 NW
ST 203RD
ST
20332
3RD AVE
NW
20316
3RD AVE
NW
240 NW 226 NW 216 NW 208 I
203RD 203RD 203RD 203R
ST ST
ST ST
241 NW --"V 213 N't
ST 203RD 203RD
ST ST
EDMDNDS
20336 3RD AVE NW
EDMDNDS, WA
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FWOE Group, Inc w w w.fg-incnet
3000 ECesar Chavez St o334.88].6064
S"ite 400 f334.88].6824
A-in,TX]8]02
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Call before you dig.
LEGEND:
PROPOSED STRAND
STRAND PROPOSED IN
SEPARATE PACKAGE
POLE FOR EVALUATION
FOREIGN POLE
®
PROPOSED ANCHOR
ANCHOR PROPOSED IN
SEPARATE PACKAGE
— — — RIGHT OF WAY (ROW)
EDGE OF PAVEMENT (EOP)
PARCELS
DATE: 02/17/2019
ENGINEER: F. Colon
DRAWN BY: S. Dickson
REVISIONS
DATE
DESCRIPTION
INITIAL
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOT
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B
REPRODUCED, COPIED, OR USED FOR ANY PURPOS
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
HORIZONTAL: 1" = 100'
VERTICAL: N/A
SHEET: C-01
MCI CONSTRUCTION DETAILS/TYPICALS
TYPICAL DETAIL "A"
POLE ARRANGEMENT FOR
AERIAL TO BURIED
2" �I I GUY
24"
2" GALV. STEELIL POLE TOP VIEW
U-GUARD
I+ � GROUND LEVEL
NOTES:
1. EXTEND U-GUARD MIN. 6"
CONDUIT
BELOW GROUND LEVEL
2. FOR CONDUIT PL. U-GUARD
BELOW SURFACE TO
CONDUIT ADAPTER.
TYPICAL DETAIL "D"
SUSPENSION STRAND - PULL TOWARD
POLE - LESS THAN 5 FEET
CURVED WASHER
CABLE SUSPENSION
BOLT
2 GUY HOOK
SPACER NUT
CABLE SUSPENSION
CLAMP
CURVED WASHER
.625" CABLE SUSPENSION
BOLT
TYPICAL DETAIL "G"
JOINING 045 LASHING WIRE
FORMING WIRE OVER
STUD OF CLAMP
REMOVE ANY SLACK IN THE LASHING
WIRE BY MAINTAINING A PULL ON THE
WIRE AND TAPPING THE STRAND
SHARPLY. THEN FORM THE WIRE OVER
THE STUD AND TIGHTEN THE NUT.
CUT THE FREE END OF THE LASHING
WIRE OFF .75" BEYOND THE END OF THE
CLAMP.
FORMING LASHING WIRE
AROUND STRAND
FORM THE LASHING WIRE AROUND THE
STRAND AND PLACE IT BELOW THE STUD
AND BETWEEN THE SECOND WASHER
AND STUD SHOULDER.
GENERAL AERIAL CONSTRUCTION DETAILS
TYPICAL DETAIL "B°
POLE ARRANGEMENT FOR REPEATER
OR HANDHOLE LOCATION
CABLE LASHING
WIRE CLAMP
STAINLESS STEEL LASHER
CABLE SUPPORT AND .50" SPACER
CAUTION TAG
FIBER OPTIC CABLE CABLE CLAMP
BLACK IN COLOR CABLE
U-GUARD
GROUND LEVEL
C LASF
WIRE G
42"
MIN. 4" PVC BEND
1 (36" RADIUS)
CONDUIT TO HH
OR REPEATER
(X=MIN. OF 20 TIMES
THE CABLE DIA.)
- POLE
POLE TOP VIEW
6" MIN.
CONDUIT ON QUARTER
NE
ON POLE NEAREST
REPEATER OR SPLICE H.H.
TYPICAL DETAIL "E°
SUSPENSION STRAND - PULL AWAY
FROM POLE - 5 FEET OR MORE
POLE TOP
1/ 8" PREFERABLY
BUT NO LESS
THANI 10"
CABLE SUSPENSION
1
BOLT
/
CURVED WASHER
2 GUY HOOK
SPACER NUT
.8125" X 2" ROUND
WASHER
GUY
CORNER SUSPENSION
CLAMP
TYPICAL
DETAIL "H"
LASHING WIRE GRIP AND CLAMP
1ST LASHING WIRE
SHOULDER 2ND LASHING WIRE
CLAMPING NUT TERMINATING NUT
THREADED STUD 1ST WASHER
NOTE: GROOVED PLATES 2ND WASHER
LASHING WIRE
SHOULD FOLLOW LAY
OF STRAND WIRES UNDER
GRIP.
TYPICAL DETAIL "CF
TYPICAL CABLE & HARDWARE
INSTALLATION
� —12" 12"
i 11 0" 1 10" f I
GROUND WIRE CLAMP
CABLE LASHING
WIRE CLAMP
STAINLESS STEEL LASHER
CABLE SUPPORT AND CAUTION TAG
.50" SPACER FIBER OPTIC CABLE
#6 INSULATED COPPER WIRE BLACK IN COLOR
AND 10'X.75" COPPER CLAD POLE
GROUND ROD GROUND LEVEL
GROUNDEVERY .25MILE
AT STRAND TO SHEATH
BOND LOCATION
TYPICAL DETAIL "F"
TYPICAL ARRANGEMENT OF
CABLE LASHER AND CABLE GUIDE
CABLE GUIDE APPROX.� CABLE LASHER
a"
GUY
TO CABLE REEL CABLE
CABLE
TYPICAL DETAIL "I"
ANCHOR & DOWN GUY
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1 PROJECT: 1
EDMONDS
20336 3RD AVE NW
EDMONDS. WA
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F.—II Group, Inc. w 1—.fg-inc.net
30D0 E Cesar Chavez St. o33488J 6064
Suite 400 f 334.as7.6024
Austin, TX 78702
DATE: 02/17/2019
ENGINEER: F. Colon
DRAWN BY: S. Dickson
REVISIONS
DATE I DESCRIPTION INITIAL
XCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT
'HESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TH
'ROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOT
SING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B
tEPRODUCED, COPIED, OR USED FOR ANY PURPOS
VITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
HORIZONTAL: N/A
VERTICAL: N/A
SHEET: D-01 I
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET
333 NW
205TH
ST
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
LENGTH (feet)
155
200
250
305
360
425
495
570
645
F7730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 Ibs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150,
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
\ G20-2a
END
\ \ ROAD WORK
325 NW
205TH
ST
PARKING LOT
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N
Legend
Barrel
U Utility Truck
Work Area
BARRELS WILL BE ADJUSTED TO
ALLOW ACCESS TO DRIVEWAYS &
PARKING LOTS DURING WORK ACTIVITY
W21-7
7
-L/3 X�
~ FIRDALE AVE _ _ _ _ _ _
SPEED LIMIT 35 MPH
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z I 20336
> g 3RD AVE
319 NW 311 NW 305 NW -n I NW
205TH 2O5TH 2O5TH I M z
ST ST ST Z
END I UTILITY
ROAD WORK -'------- WORK
______._.__ AHEAD
G20-2a
W21-7
SHOULDER WORK ALONG FIRDALE AVE
CHANNELIZATION DEVICE
SPACING (feet)
MPH
TAPER
TANGENT
35140
30
60
25/30
20
40
SIGN SPACING = X (1)
RURAL ROADS & URBAN ARTERIALS 35140 MPH
350,
RURAL ROADS, URBAN ARTERIALS, 25130 MPH
200' +/- (2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS
100' +/- (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feet)
25
30
35
40
45
50
55
60
65
70
8'
40
40
60
90
-
-
-
-
-
-
10'
40
60
90
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
END
ROAD W
G20-2a
155 NW
205TH 145 NW
ST 205TH
ST
GENERAL NOTES:
1. EACH SHEET REPRESENTS A COMPLETE WORK EFFORT.
PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE
CONTINUATION ON SHEET
2. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK
ACTIVITY
3. SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS
TO BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK
ACTIVITY
4. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,
UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE
OTHERWISE
5. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE
UNLESS OTHERWISE NOTED
6. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR
MORE THAN 5 MINUTES
7. IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE
WORK ZONE
8. WORK AREA TO INCLUDE STAGING AREA
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PR0YzCTIoNDMBER. PROJECT:
1802BHDM.7 ROWI EDM 0392
EDMONDS
20336 3RD AVE NW
EDMONDS. WA
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F—,!i Gr Pjnc w I—1g-incne1
3000 E Cesar Ch.—SL o 334.88].6064
SZitstie—T 2 f 334.8fiJ.6024
Aun,T%JBJ0
DATE: 02/17/2019
ENGINEER: F. Colon
DRAWN BY: S. Dickson
REVISIONS
DATE I DESCRIPTION INITIAL
:XCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT
'HESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
'ROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTF
IEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
tFFRODUCED, COPIED, OR USED FOR ANY PURPOSE
VITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
HORIZONTAL: N/A
VERTICAL: N/A
SHEET: E-01 I
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET
9808
9728
243RD
243RD
PLACE
PLACE
SOUTHWEST
SOUTHWEST
EDMONDS
EDMONDS
G20-2a
END
ROAD WORK
Eli[
4
9720
243RD
PLACE
SOUTHWEST
EDMONDS
244TH ST SW
SPEED LIMIT 30 MPH
-------------
5 0 3 NW
z
55 NW
3205TH
205TH
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ST
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ST
Z I
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ROAD WORK
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WORK
AHEAD
G20-2a
W21-7
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22,000 Ibs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150,
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
9 710 W21-7 WORK \
243RD
PLACE
SOUTHWESTITY
EDMONDS nwZLRK
W21-]
341 NW
205TH
ST
G20-2a
END
ROAD WORK
333 NW
205TH 325 NW
ST 205TH
ST
SHOULDER WORK ALONG 224TH ST SW
CHANNELIZATION DEVICE
SPACING (feet)
MPH
TAPER
TANGENT
35140
30
60
25/30
20
40
SIGN SPACING = X (1)
RURAL ROADS & URBAN ARTERIALS 35140 MPH
350,
RURAL ROADS, URBAN ARTERIALS, 25130 MPH
200' +/- (2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS
100' +/- (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feet)
25
30
35
40
45
50
55
60
65
70
8'
40
40
60
90
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-
-
-
-
-
10'
40
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so
so
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FORESIIrErr�lTE
F—Is Group,Inc w 1—.fg-inc.net
3000ED—Chavez St. o 3SO —
Suite 400 f "4.88].6024
All#,I, TA 78702
DATE: 02/17/2019
ENGINEER: F. Colon
DRAWN BY: S. Dickson
REVISIONS
DATE I DESCRIPTION I INITIAL
GENERAL NOTES:
1. EACH SHEET REPRESENTS A COMPLETE WORK EFFORT.
PROGRESSIVE WORK IS SPECIFIED BY MATCH LINE
CONTINUATION ON SHEET
2. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING WORK
ACTIVITY
3. SEPARATION DEVICES WILL BE ADJUSTED TO MAINTAIN ACCESS
EXC ITT AS MAY RE OTHERWISE PROVIDED BY CONTRACT
TO- BUSINESS AND RESIDENTIAL PROPERTIES DURING WORK
ACTIVITY
THESE GRA
PROPERTY OF"MCI COMMUNICATIONS AND "SERV CES, I C REMAINS SHALL SO
4. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,
REP"ODUCED ISSUED INSTRICTOR USED FOR SHA"ROTE[
REPRODUCED, COPIED, OR USED FOR ANY L NOT El
UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE
WITHOUT SPECIFIC WRITTEN PERMISSION.
OTHERWISE
5. ALL SIGNS ARE 48"X48" BLACK ON FLUORESCENT ORANGE
SCALE
HORIZONTAL: N/A
UNLESS OTHERWISE NOTED
6. TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR
MORE THAN 5 MINUTES
VERTICAL: N/A
7. IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE
WORK ZONE
SHEET: E-02
8. WORK AREA TO INCLUDE STAGING AREA