1802BHDM.17_ROWI_EDM_0343__Site Plan (wTCP).pdfCAPITAL PROJECT #: 072443-003
19556 FREMONT AVE (SALTWATER PARK 16 PHASE IV)
MCI PERMIT NUMBER: 1802BHDM.17_ROWI_EDM_0343
PROJECT STATUS: PERMITTING
STATUS DATE: 02/12/2019
MCImetro
ACCESS TRANSMISSION SERVICES, LLC
OUTSIDE PLANT CONSTRUCTION
POLE ATTACHMENT
SITE CODE: 1802BHDM.17
ENGINEERING SERVICES
EDMONDS, WASHINGTON
MAKE READY ENGINEERING
02/12/2019
A-01
PROJECT LOCATION:
PERMITTING ENTITY:
PROJECT ID NUMBER:
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SHEET:
VERTICAL:
HORIZONTAL:
DRAWN BY:
ENGINEER:
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
REVISIONS
PROJECT:
EDMONDS
N/A
F. Colon
S. Dickson
DATE DESCRIPTION INITIAL
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19556 FREMONT AVE
EDMONDS, WA
1802BHDM.17_ROWI_EDM_0343
N/A
SHEET INDEX
GENERAL PROJECT INFORMATION (A-SERIES)
COVER SHEET
SHEET INDEX
CONTACT INFORMATION (B-SERIES)
CONTACT INFORMATION SHEET
CONSTRUCTION PLANS (C-SERIES)
KEY MAP SHEET
SITE PLAN SHEET(S)
ADDITIONAL INFORMATION (D,E-SERIES)
GENERAL AERIAL CONSTRUCTION DETAILS
TRAFFIC CONTROL PLAN DETAILS
A-00
A-01
B-01
C-00
C-01
D-01
E-01 - E-02
CONTACT INFORMATION
ONE CALL SYSTEM (UTILITY LOCATES)
MCI METRO INC.
UTILITIES
MCI UTILITY LOCATE
RAILROADS
FEDERAL GOVERNMENT
OTHER
COUNTY GOVERNMENT
STATE GOVERNMENT
1-800-624-9675
CITY GOVERNMENT
OUTSIDE PLANT ENGINEERING:
OUTSIDE PLANT CONSTRUCTION:
RIGHT-OF-WAY:
CONTRACTS:
OTHERS:
ENGINEERING CONTRACTOR:
CONSTRUCTION CONTRACTOR:
SENIOR PROJECT ENGINEER:
LOUISE POPELKA
PROJECT SUPERVISOR:
FIELD CONSTRUCTION SUPERINTENDENT:
MANAGER:
AGENT:
MANAGER:
NAME OF FIRM:
MASTEC
PROJECT MANAGER:
ERIKA YOUNG
PROJECT SUPERVISOR:
CASEY CHRISTLIEB
NAME OF FIRM:
FORESITE GROUP
PROJECT MANAGER:
LUKE RICKEL
PROJECT ENGINEER:
ARNALDO BLANCO
(210)722-6429
(787)349-2960
(267)969-0345
(509)823-0965
(425)240-0238
AT&T LONG DISTANCE: DANIEL MCGEOUGH
AT&T METRO: CLIFF ROBERTS
(425)896-9830
(425)896-9851
AT&T MOBILITY/SINGULAR (SOUTH OF I-90): GARY TOPORKE
AT&T MOBILITY/CINGULAR: BILL LACOUNT
(253)680-2403
(360)395-5425
CENTURY LINK: IVAN ESMERAL
COMCAST: JILL LOOK
(425)427-9903
(206)396-6032
COAL CREEK UTILITY DISTRICT: PATRICK MARTIN
ELI/INTEGRA: ERIC LAYTON
(206)255-1961
(425)970-7763
FRONTIER COMMUNICATIONS NW: JAY SCHWAB (425)263-4019
LEVEL 3 COMMUNICATIONS: KRISHNA MITCHELL
ONEFIBER COMMUNICATIONS: BILL BODIN
(720)387-3342
(916)765-2074
OLYMPIC PIPELINE CO.: TIMOTHY FEHR
PUDGET SOUND ENERGY: ANDY SWAYNE
(425)427-9903
(425)462-3852
PUDGET SOUND ENERGY EMERGENCY DISPATCH
PSE/INFRASOURCE: AURELIE JOHANNSON
(888)225-5773
(425)466-4771
PSE/POTELCO: BOB CARLSEN
SEATTLE PUBLIC UTILITIES: RICHARD COX
(425)864-0496
(206)900-4434
T-MOBILE USA: NOTICE ADDRESS
VERIZON WIRELESS NW: LELAH VAGA
1-877-373-0093
(425)603-8275
XO COMMUNICATIONS/VERIZON WIRELESS: CHRISTOPHER MAPES
ZAYO FIBER SOLUTIONS: JOSEPH MORTON
(206)315-5014
(253)255-1917
PROJECT MANAGER:
CIARA MCDONNELL-RAY (425)606-7704
CITY OF EDMONDS
DEVELOPMENT SERVICES DEPARTMENT (425)771-0220
PROJECT ENGINEER:
BRAD LANDIS (425)229-3123
02/12/2019
B-01
PROJECT LOCATION:
PERMITTING ENTITY:
PROJECT ID NUMBER:
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SHEET:
VERTICAL:
HORIZONTAL:
DRAWN BY:
ENGINEER:
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
REVISIONS
PROJECT:
EDMONDS
N/A
F. Colon
S. Dickson
DATE DESCRIPTION INITIAL
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19556 FREMONT AVE
EDMONDS, WA
1802BHDM.17_ROWI_EDM_0343
N/A
C-01
02/12/2019
C-00
PROJECT LOCATION:
PERMITTING ENTITY:
PROJECT ID NUMBER:
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SHEET:
VERTICAL:
HORIZONTAL:
DRAWN BY:
ENGINEER:
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
REVISIONS
PROJECT:
EDMONDS
N/A
F. Colon
S. Dickson
DATE DESCRIPTION INITIAL
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19556 FREMONT AVE
EDMONDS, WA
1802BHDM.17_ROWI_EDM_0343
N/A
186 ft.161 ft.91 ft.61 ft.93 ft.
FOREIGN POLE
POLE FOR EVALUATION
SEPARATE PACKAGE
STRAND PROPOSED IN
SEPARATE PACKAGE
ANCHOR PROPOSED IN
PROPOSED ANCHOR
PARCELS
LEGEND:
PROPOSED STRAND
EDGE OF PAVEMENT (EOP)
RIGHT OF WAY (ROW)
02/12/2019
C-01
PROJECT LOCATION:
PERMITTING ENTITY:
PROJECT ID NUMBER:
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SHEET:
VERTICAL:
HORIZONTAL:
DRAWN BY:
ENGINEER:
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
REVISIONS
PROJECT:
NORTH
EDMONDS
N/A
F. Colon
S. Dickson
DATE DESCRIPTION INITIAL
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19556 FREMONT AVE
EDMONDS, WA
1802BHDM.17_ROWI_EDM_0343
1" = 100'
MCI CONSTRUCTION DETAILS/TYPICALS
GENERAL AERIAL CONSTRUCTION DETAILS
BUT NO LESS
LASHING WIRE GRIP AND CLAMP
TYPICAL DETAIL "H"
FROM POLE - 5 FEET OR MORE
SUSPENSION STRAND - PULL AWAY
TYPICAL DETAIL "E"
OR HANDHOLE LOCATION
POLE ARRANGEMENT FOR REPEATER
TYPICAL DETAIL "B"
18'' PREFERABLY
6'' MIN.
SHOULDER
BOLT
CURVED WASHER
AND STUD SHOULDER.
AND BETWEEN THE SECOND WASHER
STRAND AND PLACE IT BELOW THE STUD
FORM THE LASHING WIRE AROUND THE
AROUND STRAND
FORMING LASHING WIRE
JOINING 045 LASHING WIRE
TYPICAL DETAIL "G"
.625''
FORMING WIRE OVER
WIRE OFF .75'' BEYOND THE END OF THE
CUT THE FREE END OF THE LASHING
THE STUD AND TIGHTEN THE NUT.
SHARPLY. THEN FORM THE WIRE OVER
WIRE AND TAPPING THE STRAND
WIRE BY MAINTAINING A PULL ON THE
REMOVE ANY SLACK IN THE LASHING
CLAMP.
STUD OF CLAMP
CABLE SUSPENSION
CLAMP
GUY
SPACER NUT
WIRE GRIP
C LASHING
SHOULD FOLLOW LAY
OF STRAND WIRES UNDER
GRIP.
LASHING WIRE
NOTE:
THREADED STUD
GROOVED PLATES
CLAMPING NUT
CABLE SUSPENSION
X 2'' ROUND.8125''
CORNER SUSPENSION
CLAMP
WASHER
CABLE SUSPENSION
BOLT
CURVED WASHER
POLE TOP
GROUND LEVEL
POLE TOP VIEW
CURVED WASHER
CONDUIT ADAPTER.
BELOW SURFACE TO
2. FOR CONDUIT PL. U-GUARD
BELOW GROUND LEVEL
1. EXTEND U-GUARD MIN. 6''
POLE ARRANGEMENT FOR
POLE - LESS THAN 5 FEET
SUSPENSION STRAND - PULL TOWARD
TYPICAL DETAIL "D"
TYPICAL DETAIL "A"
2'' GALV. STEEL
2 GUY HOOK
CABLE SUSPENSION
BOLT
8''
CONDUIT
U-GUARD
NOTES:
AERIAL TO BURIED
24''
2''
GUY
BLACK IN COLOR
FIBER OPTIC CABLE
CAUTION TAG
CABLE SUPPORT AND .50'' SPACER
STAINLESS STEEL LASHER
(36'' RADIUS)
OR REPEATER
CONDUIT TO HH
CABLE
CABLE CLAMP
U-GUARD
GROUND LEVEL
4'' PVC BENDMIN.
42''
X X 24''
X
WIRE CLAMP
CABLE LASHING 2''
X X
E/W 10" SCREW ANCHOR
.75" X 8' DEAD END
ANCHOR & DOWN GUY
TYPICAL DETAIL "I"
1ST LASHING WIRE
2ND LASHING WIRE
TERMINATING NUT
2ND WASHER
1ST WASHER
EX. GRADE
10'
TO CABLE REEL
GUY
SPACER NUT
2 GUY HOOK
THAN 10''
CABLE
GUY
SNAP
PULLING LINE
CABLE
GUY
BLACK IN COLOR
FIBER OPTIC CABLE
CAUTION TAG
INSTALLATION
TYPICAL CABLE & HARDWARE
CABLE LASHER AND CABLE GUIDE
TYPICAL ARRANGEMENT OF
TYPICAL DETAIL "F"
TYPICAL DETAIL "C"
MILE
AT STRAND TO SHEATH
CABLE LASHER
#6 INSULATED COPPER WIRE
POLE TOP VIEW
REPEATER OR SPLICE H.H.
ON POLE NEAREST
CONDUIT ON QUARTER
THE CABLE DIA.)
(X=MIN. OF 20 TIMES
POLE
CABLE GUIDE 4''
APPROX.
.50'' SPACER
CABLE SUPPORT AND
STAINLESS STEEL LASHER
GROUND ROD
AND 10'X.75'' COPPER CLAD
BOND LOCATION
GROUND EVERY .25
2''GROUND WIRE CLAMP
10''
12''
10''
12''
GROUND LEVEL
POLE
WIRE CLAMP
CABLE LASHING
02/12/2019
D-01
PROJECT LOCATION:
PERMITTING ENTITY:
PROJECT ID NUMBER:
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SHEET:
VERTICAL:
HORIZONTAL:
DRAWN BY:
ENGINEER:
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
REVISIONS
PROJECT:
EDMONDS
N/A
F. Colon
S. Dickson
DATE DESCRIPTION INITIAL
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19556 FREMONT AVE
EDMONDS, WA
1802BHDM.17_ROWI_EDM_0343
N/A
02/12/2019
E-01
PROJECT LOCATION:
PERMITTING ENTITY:
PROJECT ID NUMBER:
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SHEET:
VERTICAL:
HORIZONTAL:
DRAWN BY:
ENGINEER:
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
REVISIONS
PROJECT:
EDMONDS
N/A
F. Colon
S. Dickson
DATE DESCRIPTION INITIAL
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19556 FREMONT AVE
EDMONDS, WA
1802BHDM.17_ROWI_EDM_0343
N/A
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET
RURAL ROADS & URBAN ARTERIALS
URBAN STREETS 25 MPH OR LESS 100' +/- (2)
200' +/- (2)
35 / 40 MPH
25 / 30 MPH
350'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
SIGN SPACING = X (1)
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70
SHOULDER
WIDTH
(feet)
10'
8'40 -
--
--
-
-
-
-
-
-
-40
40
60
60
90
90
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
MPH
35/40
25/30
TAPER TANGENT
30
20
60
40
CHANNELIZATION DEVICE
SPACING (feet)
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
PROTECTIVE VEHICLE (WORK VEHICLE) = R
WORK BEHIND CURB ALONG LAKE BALLINGER WAY
GENERAL NOTES:
1.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,
UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE
OTHERWISE
2.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE
UNLESS OTHERWISE NOTED
3.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR
MORE THAN 5 MINUTES
4.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE
WORK ZONE
5.MAINTAIN LOCAL ACCESS TO BUSINESS AND RESIDENTIAL
PROPERTIES
6.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING OF WORK
7.WORK AREA TO INCLUDE STAGING AREA
02/12/2019
E-02
PROJECT LOCATION:
PERMITTING ENTITY:
PROJECT ID NUMBER:
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I
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SHEET:
VERTICAL:
HORIZONTAL:
DRAWN BY:
ENGINEER:
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE
REVISIONS
PROJECT:
EDMONDS
N/A
F. Colon
S. Dickson
DATE DESCRIPTION INITIAL
SA
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1
6
P
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19556 FREMONT AVE
EDMONDS, WA
1802BHDM.17_ROWI_EDM_0343
N/A
TRAFFIC CONTROL PLAN
SHORT TERM STATIONARY WORK ZONE FOR NEW AERIAL REFERENCE PLAN SET
RURAL ROADS & URBAN ARTERIALS
URBAN STREETS 25 MPH OR LESS 100' +/- (2)
200' +/- (2)
35 / 40 MPH
25 / 30 MPH
350'
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
SIGN SPACING = X (1)
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS 25 30 35 40 45 50 55 60 65 70
SHOULDER
WIDTH
(feet)
10'
8'40 -
--
--
-
-
-
-
-
-
-40
40
60
60
90
90
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
MPH
35/40
25/30
TAPER TANGENT
30
20
60
40
CHANNELIZATION DEVICE
SPACING (feet)
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
> 22,000 lbs.
PROTECTIVE VEHICLE (WORK VEHICLE) = R
WORK BEHIND CURB ALONG LAKE BALLINGER WAY
GENERAL NOTES:
1.ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,
UNLESS TRAFFIC VOLUMES OR MUNICIPALITY DICTATE
OTHERWISE
2.ALL SIGNS ARE 48”X48” BLACK ON FLUORESCENT ORANGE
UNLESS OTHERWISE NOTED
3.TRAFFIC SHALL NOT BE STOPPED IN ANYONE DIRECTION FOR
MORE THAN 5 MINUTES
4.IF NEED PEDESTRIAN WILL BE ACCOMMODATED THROUGH THE
WORK ZONE
5.MAINTAIN LOCAL ACCESS TO BUSINESS AND RESIDENTIAL
PROPERTIES
6.ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING OF WORK
7.WORK AREA TO INCLUDE STAGING AREA