JB0000606557 - Granite CalPortland - SOW1 - COVER SHEET
2 -LEGEND
3 -GENERAL NOTES
4 -DETAILS
5-10 -DESIGN
11 -DETAILED VIEW
THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES
96 CT FIBER: 3694 FT + 20% STORAGE = 4432 FT
24 CT FIBER: 75 FT + 20% STORAGE = 90 FT
CONTACTS:
PROJECT MAP:
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
SCOPE OF WORK:
SHEET INDEX:
BILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (1)=
TOTAL FOOTAGE =
0 FT.
3,694 FT.
50 FT.
0 FT.
25 FT.
3,769 FT.
PROJECT DESCRIPTION - ROW*
NEW BUILDING PATH WAY =
EXISTING BUILDING PATH WAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL FOOTAGE =
0 FT.
0 FT.
0 FT.
0 FT.
0 FT.
PROJECT DESCRIPTION -SITE*
TOTAL PROJECT FOOTAGE =3,769 FT.
- TIE IN TO EXISTING MUX CASE T109MX1.10A.1D
- SPLICE IN NEW STRAP OUT CASE
- OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND
- SPLICE IN (1) NEW TRANSITION CASE & TRANSITION FROM 96CT TO
24CT FIBER
- INSTALL (1) NEW 2" RISER & PULL (1) 24CT FIBER THROUGH
- TRENCH (2) 2" CONDUITS AND PULL (1) 24CT FIBER THROUGH
- BORE (2) 2" CONDUITS ACROSS ROADWAY & PULL (1) 24CT FIBER
THROUGH
- SET (1) NEW PEDESTAL
- TRENCH (1) 2" CONDUIT & PULL (1) 24CT FIBER THROUGH
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST Business/Job Contact
POC: Brad Kudrna - (971)-235-2518 - bkudrn@calportland.com
CANNON COMPANIES
Jim Brassfield - (253)-307-9661 - jbrassfield@cannonconstructioninc.com
COMCAST COMMUNICATION
Todd Zimny - (360)-507-0598 - Todd_Zimny@cable.comcast.com
705 NW Rhoton Rd
Yelm, WA 98597
Granite - CalPortland
JB#0000606557
EDGE OF PAVEMENT
FOGLINE
POWER
COMMUNICATION
SEWER
DRAIN
DRAINAGE DITCH
GAS
WATER
TRAFFIC SIGNAL
TELCOM
STEAM
UNKNOWN UTILITY
RIGHT OF WAY
TRAFFIC CONES
PROPOSED NEW BORE
STRAW WATTLES
P
LT
CW
R
UTILITY POLE
VAULT - SMALL
PEDESTAL
STREET LIGHT
CROSSWALK LIGHT
UTILITY RISER
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
CATCH BASIN
CATCH BASIN WITH SOCK
GLULAM UTILITY POLECENTER LINE
LANE LINE
FENCE
HIGH VISIBILITY FENCE
S SEWER MANHOLE
D DRAIN MANHOLE
W WATER MANHOLE
V UTILITY VALVE
SHRUBBERY
BORE PIT
VAULT - LARGE
VAULT - 25TA
C COMMUNICATION MANHOLE
FIRE HYDRANT
DISTANCE STATIONSTA 0+00
CONSTRUCTION NOTE CALLOUT#
X.X DISTANCE DIMENSION
ASPHALT SURFACE
CONCRETE SIDEWALK PANEL
CONCRETE ROADWAY PANEL
HF H-FRAME
VAULT - LARGE
C
C
CAB CABINET
LEGEND
LANE DIRECTION INDICATOR
PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES
A
7
LANDSCAPE
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION SHOWN ON PAGE
FL FL
P P
TS TS
C C
D D
DD DD DD DD DD DD
G G
W W
T T
ST ST
ROW
S
UK
CB
CB
P P
V V V
V VV
WORK BEING DONE1LOCATION
PHOTO NOTE CALLOUT
#PHOTO LOCATOR SYMBOL
PROPOSED NEW TRENCH
EXISTING UNDERGROUND PATHWAY
PROPOSED NEW AERIAL STRAND
EXISTING AERIAL PATHWAY
EXISTING SPLICE CASE
PROPOSED SPLICE CASE
EXISTING FIBER/COAX STORAGE
PROPOSED FIBER/COAX STORAGE
TREE
EOP
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
LEGEND 2 11
03/25/2021 TH JB
COMCAST
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 (1) 4" SCHEDULE 40 PVC, 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.
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
GENERAL NOTES 3 11
03/25/2021 TH JB
COMCAST
UTILITY POLE RISER -
STANDARD DETAIL
(1) 10' PVC CONDUIT
SECTIONS
15" HDG POLE BRACKET W/
PIPE CLAMP (B2017 BY
POWER-STRUT OR EQUAL)
4" MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUIT
SECTIONS
EXISTING SURFACE24' (TYP)PROPOSED CABLE
EXISTING AERIAL
POWER
EXISTING UTILITY POLEVARIES
2 #RISER PLACEMENT
STANDARD DETAIL
LOCATION
1
CONDUIT
UP TO 2 CONDUITS
STANDOFF BRACKET
15" MIN LENGTH
℄
℄
DIRECTION OF VEHICULAR TRAFFIC
PLAN VIEW
LOCATION
2
LOCATION
4
LOCATION
3
CONDUIT CLAMP
5" MIN
1 TRENCH - SOFT SURFACE
STANDARD DETAIL3
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
GENERAL NOTES 4 11
03/25/2021 TH JB
COMCAST
N
101
107
105
106
108
106
104
102
203
207
202
109
111
206
107
106
113
109
107
105
103
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/
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R
5
0
7
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R 5
0
7
ROWROWROWR
O
W
R
O
W
R
O
W
R
O
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R
OW
R
O
W
R
O
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R
O
W
R
O
W
R
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ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWR
O
W
R
O
W
R
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O
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ROW
ROW
R
O
W
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OW
R
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ROWROWROWROW
ROW
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ROW
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ROW
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ROW
ROW
ROW
ROW
ROW
ROW
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ROW
ROW
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O
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W
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ROWROWROWROWROWROWROWROWROWROWROWR
O
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O
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L
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L
FL
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FL
FL
FL
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FLFLFLFLFLFLFLFLFL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLE
O
P
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EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLF
L
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L
F
L
FL
F
L
F
L
F
L
FL
FLEOPEOPE
O
P
E
O
P
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FIRS
T
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R 5
0
7
FIRS
T
S
T
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S
R
5
0
7
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S
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R
5
0
7
FIRS
T
S
T
S
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S
R 5
0
7
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
1 PSE
559330-147371
NEUTRAL 27 5 N/A
SECONDARY 27 0 N/A
STREET LIGHT 23 10 N/A
COMCAST #1 23 5 N/A
COMM #1 22 5 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:2 PSE
559336-147381
NEUTRAL 27 2 N/A
SECONDARY 26 0 N/A
COMCAST #1 21 10 N/A
COMM #1 21 3 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
3 PSE
559349-147396
NEUTRAL 30 7 N/A
SECONDARY 29 3 N/A
STREET LIGHT 25 9 N/A
COMCAST #1 23 9 N/A
COMM #1 21 10 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:4 PSE
559363-147414
NEUTRAL 39 3 N/A
COMCAST #1 28 10 N/A
COMM #1 24 2 N/A
D
N
N
N
MATCHLINE SHEET 6
SCALE: 1"=50'
0'25'50'100'
170'
190'
200'
1
2
3
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
DESIGN 5 11
03/25/2021 TH JB
COMCAST
3
2
1
CONSTRUCTION NOTES:
TIE IN TO EXISTING MUX CASE T109MX1.10A.1D
SPLICE IN NEW STRAP OUT CASE
OVERLASH (1) 96CT FIBER ON EXISTING AERIAL
STRAND
107
103
110
204
306
103
106
104
103
105
109202
205
204
108
202
204
203
N 1S
T
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N
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P FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
N 1S
T
S
T
N 1S
T
S
T
N 1S
T
S
T
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
5 PSE
559375-147430
NEUTRAL 35 0 N/A
SECONDARY 32 9 N/A
STREET LIGHT 30 11 N/A
COMCAST #1 22 11 N/A
COMM #1 22 3 N/A
COMM #2 21 9 N/A
D
N
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
6 PSE
559382-147440
STREET LIGHT 26 11 N/A
SECONDARY 26 10 N/A
COMCAST #1 21 2 N/A
COMM #1 20 3 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
7 PSE
559393-147451
NEUTRAL 25 0 N/A
SECONDARY 24 0 N/A
STREET LIGHT 22 4 N/A
COMCAST #1 20 8 N/A
COMM #1 19 8 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
8 PSE
-147460
SECONDARY 29 4 N/A
COMM #1 27 0 N/A
COMCAST #1 25 8 N/A
COMM #2 24 8 N/A
T
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
9 PSE
559409-147472
COMM #1 29 7 N/A
COMCAST #1 27 11 N/A
COMM #2 26 10 N/A
T
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:10 PSE
559413-147478
SECONDARY 31 0 N/A
COMM #1 26 0 N/A
COMCAST #1 24 8 N/A
COMM #2 23 10 N/A
D
N
N
N
N
MATCHLINE SHEET 5
MATCHLINE SHEET 7
N
201
SCALE: 1"=50'
0'25'50'100'
230'
108'
185'
103'
170'
73'
218'
1
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
DESIGN 6 11
03/25/2021 TH JB
COMCAST
1
CONSTRUCTION NOTES:
OVERLASH (1) 96CT FIBER ON EXISTING AERIAL
STRAND
3 .99 ROW559
COMM MAKE READY:
- LOWER COMM #1 TO 26'-0"
- LOWER COMCAST #1 TO 24'-8"
- LOWER COMM #2 TO 23'-8"
104
455
202
106
N 1S
T
S
T
NW
S
T
E
V
E
N
S
A
V
E
ROWR
OW
R
OW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROWROWROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWR
O
W
R
O
W
EOP EOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
E
O
P
E
O
P
E
O
P
E
O
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
FL
FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FLFLFLFLFLFLFLFLFLF
L
FL
N 1S
T
S
T
N 1S
T
S
T
N 1S
T
S
T
N 1S
T
S
T
N 1S
T
S
T
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:11 PSE
559428-147494
SECONDARY 29 2 N/A
STREET LIGHT 28 8 N/A
COMM #1 25 8 N/A
COMCAST #1 24 6 N/A
COMM #2 23 3 N/A
T
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
12 PSE
559440-147510
COMM #1 25 9 N/A
COMCAST #1 23 7 N/A
COMM #2 22 5 N/A
T
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:13 PSE
559456-147531
NEUTRAL 32 10 N/A
COMM #1 27 3 N/A
COMCAST #1 25 7 N/A
COMM #2 24 4 N/A
T
N
N
N
N
MATCHLINE SHEET 6
MATCHLINE SHEET 8
N
SCALE: 1"=50'
0'25'50'100'
204'
242'
365'
1
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
DESIGN 7 11
03/25/2021 TH JB
COMCAST
1
CONSTRUCTION NOTES:
OVERLASH (1) 96CT FIBER ON EXISTING AERIAL
STRAND
509
RAILWAY RD SENW RHOTON RDROW
ROW
ROW
ROW
ROW
ROW
ROW ROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW
ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP
EOP EOP EOPEOPEOPEOPEOPEOPEOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOP
EOP
EOP
EOP EOPEOPEOPEOP
EOP
EOPEOPEOP
EOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPFLFLFL
FL
FLFLFLFLFLFLFLFLFLFL
FL
FL
FL
FL
FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFL
FL FLFLFLFL FL
FL FLFLFLN 1ST STN 1S
T
S
T
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
15 PSE
559489-147558
NEUTRAL 26 2 N/A
COMCAST #1 21 5 N/A
COMM #1 20 7 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
16 PSE
559494-147557
COMM #1 25 11 N/A
COMCAST #1 24 7 N/A
T
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:17 PSE
559506-147559
SECONDARY 25 10 N/A
STREET LIGHT 22 0 N/A
COMM #1 21 5 N/A
COMCAST #1 20 4 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
18 PSE
559512-
NEUTRAL 30 2 N/A
SECONDARY 27 4 N/A
STREET LIGHT 26 2 N/A
COMM #1 23 11 N/A
COMM #2 22 6 N/A
COMCAST #1 22 4 N/A
T
N
N
N
N
N
N
RAILWAY RD SE RAILWAY RD SE RAILWAY RD SE
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:14 PSE
559473-147553
NEUTRAL 31 10 N/A
COMM #2 28 3 N/A
COMM #1 27 7 N/A
COMCAST #2 27 0 N/A
COMCAST #1 26 6 N/A
COMM #4 25 9 N/A
COMM #3 25 5 N/A
T
N
N
N
N
N
N
N
MATCHLINE SHEET 7
MATCHLINE SHEET 9
SCALE: 1"=50'
0'25'50'100'
NOR
T
H
E
R
N
P
A
CI
FI
C
R
D
S
E
88'108'142'42'114'1
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
DESIGN 8 11
03/25/2021 TH JB
COMCAST
N
1
CONSTRUCTION NOTES:
OVERLASH (1) 96CT FIBER ON EXISTING AERIAL
STRAND
COMM MAKE READY:
- LOWER COMM #4 TO 24'-9"
3
#4
1
2
COMM MAKE READY:
- LOWER COMCAST #1 TO 21'-6"
147560
607
557
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWEOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FLNW RHOTON RDNW RHOTON RDNW RHOTON RDOWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:19 PSE
559518-147560
NEUTRAL 26 1 N/A
COMCAST #1 23 2 N/A
COMCAST #2 22 7 N/A
T
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:20 PSE
559524-147564
NEUTRAL 23 8 N/A
COMCAST #2 22 9 N/A
COMCAST #1 20 0 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:21 PSE
559559-147565
NEUTRAL 26 4 N/A
SECONDARY 25 5 N/A
STREET LIGHT 24 7 N/A
COMCAST #1 22 4 N/A
D
N
N
N
N
MATCHLINE SHEET 8
MATCHLINE SHEET 10
SCALE: 1"=50'
0'25'50'100'
NOR
T
H
E
R
N
P
A
CI
FI
C
R
D
S
E
NOR
T
H
E
R
N
P
A
CI
FI
C
R
D
S
E
32'362'1
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
DESIGN 9 11
03/25/2021 TH JB
COMCAST
N
1
CONSTRUCTION NOTES:
OVERLASH (1) 96CT FIBER ON EXISTING AERIAL
STRAND
COMM MAKE READY:
- LOWER COMCAST #1 TO 22'-7"
- LOWER COMCAST #2 TO 21-'7"
COMM MAKE READY:
- LOWER COMCAST #1 TO 20'-0"
- LOWER COMCAST #2 TO 19'-'0"
COMM MAKE READY:
- LOWER COMCAST #1 TO 21'-10"
348'705
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNW RHOTON RDNW RHOTON RDNW RHOTON RDBOREPIT
MATCHLINE SHEET 9
SCALE: 1"=50'
0'25'50'100'
P
R
25'348' COMM MAKE READY: LOWER COMCAST #1 TO 21'-3"
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
22 PSE
559593 -147566
NEUTRAL 26 1 N/A
SECONDARY 24 7 N/A
COMCAST #1 22 4 N/A
D
N
N
N
SEE SHEET 11 FOR
MORE DETAILS
1
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
DESIGN 10 11
03/25/2021 TH JB
COMCAST
N
1
CONSTRUCTION NOTES:
OVERLASH (1) 96CT FIBER ON EXISTING AERIAL
STRAND
348'ROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNW RHOTON RDBOREPITWWWW
WWWWWWWWWDDDDDDDDDDDDDP
PPPPPPPPPPP1
STA 17+00
STA 18+00
STA 16+50
STA 17+50
STA 17+96
STA 18+05 R
25'
2
3
9'31'
10'
5
4
7
8
6
OF
DATE REVISION BY QC
CANNON COMPANIES
0000606557Granite
705 NW RHOTON RD
Yelm, WA 98597
DETAILED VIEW 11 11
03/25/2021 TH JB
COMCAST
SCALE: 1"=20'
0'10'20'40'
N
PROPOSED PATH DISCLAIMERS
1.PROPOSED PATH MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS
AND INSPECTOR REQUIREMENTS
2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN
FIELD DURING TIME OF CONSTRUCTION
UTILITY DISCLAIMER
ALL LOCATIONS OF UTILITIES SHOWN ARE
APPROXIMATE. LOCATION OF ALL UTILITIES TO BE
VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY
UNDERGROUND LOCATION CENTER AT
1-800-424-5555
POTHOLE IN SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION POTHOLE DISCLAIMER
STATION START
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF WOLLOCHET DR. & FILLMORE DR. NW
*UTILITY NOTE*
WHEN CROSSING EXISTING SIDE SEWER,
STORM MAIN, AND WATER UTILITIES, PROPOSED
CONDUIT MUST MAINTAIN A MINIMUM OF 12"
VERTICAL CLEARANCE (MEASURED FROM
OUTSIDE EDGE TO OUTSIDE EDGE)
3
2
1
CONSTRUCTION NOTES:
OVERLASH (1) 96CT FIBER ON EXISTING AERIAL
STRAND
SPLICE IN (1) NEW TRANSITION CASE & TRANSITION
FROM 96CT TO 24CT FIBER
INSTALL (1) NEW 2" RISER & PULL (1) 24CT FIBER
THROUGH PER DETAIL #'S 1&2 ON SHEET 4
TRENCH (2) 2" CONDUITS AND PULL (1) 24CT FIBER
THROUGH PER DETAIL # 3 ON SHEET 4
BORE (2) 2" CONDUITS ACROSS ROADWAY & PULL (1)
24CT FIBER THROUGH
SET (1) NEW PEDESTAL
TRENCH (1) 2" CONDUIT & PULL (1) 24CT FIBER
THROUGH PER DETAIL # 3 ON SHEET 4
EXIT RIGHT OF WAY
4
5
6
7
8