JB0000820588 - SOW (2)WORK AREA
4
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Client:
COMCAST CABLE
COMMUNICATION LLC
410 Valley Ave NW Puyallup, WA 98371
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
NISQUALLY LANDING
T17N R2E S29
17021 103RD AVE SE, YELM, WA 98597
JB0000820588
--------
DA TH 7/5/23
COVER SHEET
DA TH TH
1 4
410 Valley Ave NW
Puyallup, WA 98371
CONTACT: Todd Zimny
PHONE: (360) 507-0598
EMAIL: Todd_Zimny@cable.comcast.com
COMCAST CABLE COMMUNICATION LLC
CLIENT
VICINITY MAP
406 Porter Way
Milton, WA 98354
CANNON COMPANIES
CONTACT: Dani Allison
PHONE: (360) 304-1150
EMAIL: dallison@teamcannon.com
MDU
1 -COVER SHEET
2 -GENERAL NOTES
3 -LEGEND
4 -CONSTRUCTION PLAN
NO
SCALE
SITE ADDRESS
17021 103RD AVE SE
YELM, WA 98597
SCOPE OF WORK
- TIE IN TO SPLICE CASE SP.WATG.0052 - T10+MX1.10A.1D
- OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND
- TIE IN TO SPLICE CASE SP.WATF.0054 - T109MX1.10A.2D.1A
N
S
EW
POLE COUNT =
TRANSMISSION =
DISTRIBUTION =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
POLE INFORMATION
6
0
6
6
0
BILL OF MATERIALS *ALL FOOTAGES AND
MATERIALS ARE ESTIMATED
OVER-LASH =FT
NEW AERIAL =FT
PROOF & PULL =FT
NEW UNDERGROUND =FT
RISER =FT
TOTAL ROW FOOTAGE =FT
RIGHT OF WAY FOOTAGES*:
=FT
=FT+ 20% STORAGE
MATERIAL FOOTAGES*
746
0
0
0
(0)0
746
48CT 746
896
SHEET INDEX
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Client:
COMCAST CABLE
COMMUNICATION LLC
410 Valley Ave NW Puyallup, WA 98371
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
NISQUALLY LANDING
T17N R2E S29
17021 103RD AVE SE, YELM, WA 98597
JB0000820588
--------
DA TH 7/5/23
GENERAL NOTES
DA TH TH
2 4
NO
SCALE
STANDARD
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS
NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT
THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE
NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.
THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND
IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE
IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH
MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,
ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE
OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES
TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES
AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO
PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR
WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT
PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS
OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE
ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A
SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING
NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES
AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE
EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE
MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL
BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX
351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN
TRAFFIC-BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.
UTILITY DUCT
1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36"
WITH A MINIMUM SLOPE OF 1/2 % TO VAULT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED,
PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP
CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL
ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE
SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL
ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.
CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD
SPECIFICATIONS OF EACH JURISDICTION.
ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT
CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.
GRAVEL AREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN
ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.
SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED
PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED
AND WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED
PRIOR TO CONSTRUCTION.
WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF
WASHINGTON'S WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
DIRECTIONAL BORING
1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING
UTILITIES.
FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE
REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.
AERIAL INSTALLATION
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO
POWER MAIN WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND
REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS
IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Client:
COMCAST CABLE
COMMUNICATION LLC
410 Valley Ave NW Puyallup, WA 98371
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
NISQUALLY LANDING
T17N R2E S29
17021 103RD AVE SE, YELM, WA 98597
JB0000820588
--------
DA TH 7/5/23
LEGEND
DA TH TH
3 4
NO
SCALE
LINE TYPES
FL FL
EOP EOP
ROW ROW
S/W S/W
D/W D/W
X X
U U U U U U U U
P P
PARCEL LINE
BUILDING OUTLINE
LANE LINE
CENTERLINE / STATION LINE
FOG LINE
EDGE OF PAVEMENT (EOP)
RIGHT OF WAY (ROW)
SIDEWALK (S/W)
DRIVEWAY (D/W)
FENCE
GUARDRAIL
CROSSWALK
RAILROAD
POWER
TS TS TRAFFIC SIGNAL
F/O F/O FIBER OPTIC
T T TELECOMMUNICATION
S S SEWER MAIN
SS SS SIDE SEWER
D D DRAIN MAIN
DD DD DRAINAGE DITCH
G G GAS
OIL OIL OIL
STM STM STEAM
W W WATER
UNK UNK UNKNOWN UTILITY
TRAFFIC CONES
STRAW WATTLE
A A EXISTING AERIAL
A A NEW AERIAL
C C EXISTING/PROOF & PULL CONDUIT
PROPOSED CONDUIT
SYMBOLS
HATCH PATTERNS
CONCRETE ASPHALT
CONCRETE PANELS
LANDSCAPELIMITS OF RESTORATION
GRAVEL
BRICK/COBBLE
ROWIP ALLEY / TRAVEL LANE WZ
ROWIP PARKING / BIKE LANE WZ
ROWIP SIDEWALK WZ
OH OH OVERHEAD UTILITIES
NEW
DH DH
NEW
#17X30 VAULT
(EXIST / NEW)
NE
W
NEW
NEW
NEW
NEW
NEW
NEW
NEW
MH
NEW
MH
24X36 VAULT
(EXIST / NEW)
36X48 VAULT
(EXIST / NEW)
4X4 VAULT
(EXIST / NEW)
25-TA VAULT
(EXIST / NEW)
35-TA VAULT
(EXIST / NEW)
253-TA VAULT
(EXIST / NEW)
233-LA VAULT
(EXIST / NEW)
444-LA VAULT
(EXIST / NEW)
MANHOLE
(EXIST / NEW)
TH TH
NEW
CAB
NEW
CAB
P P
NEW
DOGHOUSE
(EXIST / NEW)
TIGERHOUSE
(EXIST / NEW)
NODE CABINET
(EXIST / NEW)
PEDESTAL
(EXIST / NEW)
R R
UTILITY POLE
(EXIST / NEW)
UTILITY RISER
(EXIST / NEW)
200'
EXISTING SPLICE CASE
NEW SPLICE CASE
NEW MAT. STORAGE
NEW COAX TAP
UTILITY POTHOLE
POLE ANCHOR
/ DOWN GUY
CB CATCH BASIN
CB CATCH BASIN
W/ SOCK
CW CROSSWALK SIGNAL
SL STREET LIGHT
FH
FIRE HYDRANT
M WATER METER
V UTILITY VALVE
TREE
SHRUBBERY
N
S
EW
STREET SIGN
MAP COMPASS
339'FOOTAGE NOTE
LANE DIRECTION INDICATOR
BUS STOP LOCATION
MARK-UP NOTATIONS
#
#
PHOTO LOCATOR/ORIENTATION
CALLOUT
POLE # CALLOUT
CONSTRUCTION NOTE CALLOUT
STA 0+00 DISTANCE STATION
A
#
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION SHEET #
#WORK
LOCATION PHOTO NOTE CALLOUT
#DISTANCE DIMENSION
ADA RAMP
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
105
103
101
107
105
106
108
106
104
102
203
202
113
109
107
105
103
1ST
S
T
S
SE
S
E
C
O
N
D
A
V
E
S
E
SW
R
A
I
L
R
O
A
D
S
T
E
Y
E
L
M
A
V
E
S
E
W
A
S
H
I
N
G
T
O
N
A
V
E
E
Y
E
L
M
A
V
E
ROW
ROW
R
O
W
R
O
W
ROW
ROW
ROW
ROW
ROW
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
ROW
ROW
ROW
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
ROW
ROW
ROW
ROW
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
ROW
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
ROW
ROW
ROW
ROW R
O
W
R
O
W
ROW
R
O
W
ROW
ROW
ROW
ROW
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W ROW
ROW
ROW
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EO
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
E
O
P
E
O
P
EOP
EOP
EOP
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EOP
EOP
EOP
EOP
EOP
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
FL
FL
F
L
F
L
F
L
F
L
F
L
F
L
F
L
F
L
F
L
F
L
F
L
F
L
F
L
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
A
A
A
A
A
A
A
A
A
A
A
A
A
A
FL
FL
FL
FL
FL
FL
FL
F
L
F
L
F
L
F
L
F
L
F
L
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SIDE
W
A
L
K
SIDE
W
A
L
K
SIDE
W
A
L
K
SIDE
W
A
L
K
SIDE
W
A
L
K
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
190'
200
'
38'
1
7
6
'
1
4
2
'
EOP
EOP
EOP
EOP
EOP
1ST
S
T
S
1ST
S
T
S
EO
P
EO
P
EO
P
EOP
EOP
EOP
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EO
P
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
6 PSE
559380-147397
NUETRAL 33 9 N/A
SECONDARY 33 9 N/A
STREET LIGHT 27 8 N/A
COMCAST #1 25 11 N/A
COMM #1 24 11 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:5 PSE
559376-147402
NEUTRAL 38 5 N/A
SECONDARY 37 7 N/A
COMCAST #1 28 1 N/A
STREET LIGHT 27 1 N/A
STREET LIGHT DRIP 26 1 N/A
COMM #1 24 2 N/A
D
N
N
N
N
Y
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
4 PSE
559363-147418
NUETRAL 35 6 N/A
SECONDARY 35 6 N/A
PRIMARY RISER 35 0 N/A
COMCAST #1 28 0 N/A
COMM #1 24 6 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
2 PSE
559349-147396
NUETRAL 30 6 N/A
SECONDARY 29 7 N/A
STREET LIGHT 27 0 N/A
COMCAST #1 (F.A.)24 0 N/A
COMM #1 (F.A.)22 2 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
1 PSE
559336-147381
NEUTRAL 27 0 N/A
SECONDARY 26 0 N/A
COMCAST #1 (F.A.)21 4 N/A
COMM #1 (F.A.)21 4 N/A
D
N
N
N
N OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
3 PSE
559363-147414
NEUTRAL 39 0 N/A
COMCAST #1 (ARM)25 8 N/A
COMM #1 24 2 N/A
D
N
N
N
3
2
2
1
COMCAST ATTACHED VIA
STRAND. ATTACH TO POLE
1
CONSTRUCTION NOTES:
TIE IN TO SPLICE CASE
SP.WATG.0052 T10+MX1.10A.1D
OVERLASH (1) 48CT FIBER ON
EXISTING AERIAL STRAND
TIE IN TO SPLICE CASE SP.WATF.0054
- T109MX1.10A.2D.1A
2
3
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Client:
COMCAST CABLE
COMMUNICATION LLC
410 Valley Ave NW Puyallup, WA 98371
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
NISQUALLY LANDING
T17N R2E S29
17021 103RD AVE SE, YELM, WA 98597
JB0000820588
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DA TH 7/5/23
CONSTRUCTION PLAN
DA TH TH
4 4
0'25'50'
N
S
EW