2021.0001 ROW Permit Issue 01.04.2021ROW Permit Date Issued:
01/04/2021
Permit #:
2021.0001.ST0001
Applied Date:01/04/2021 Issue Date:01/04/2021 Expiration Date 05/01/2021
Proposed Use:
Physical Address:Require Sprinklers:No
Parcel #:00000 Structures:Heating:
Subdivision:Stories:Roofing:
Zoning:Bedrooms:Bathrooms:
Load:Construction Type:
Use:Code Edition:
Occupancy:Service Location:
Applicant Contractor
HEATON SHANNON HEATON SHANNON
,,
Contact:Contact:
Phone:(253) 922-2787 EXT 258 Phone:(253) 922-2787 EXT
Fax:( ) -Fax:( ) -
Email:SHEATON@CANNONCONSTRUCTIONIN Bus Lic:
Cont Lic:
UBI:
Fees Qty Rate Amount Date Fully Paid Invoice #Amount
v Standard ROW Permit 1.00 250.00 250.00 01/04/2021 1754 250.00
v Street Cut Up To 50 Sq. Ft.1.00 200.00 200.00
v 02/11/2021 1762 200.00
450.00 450.00
Estimated Balance Due:
Conditions
Set By:DerekM Trench - Pavement Restoration shall
conform to specifications found in Chapter
2.10.140 of City of Yelm Development
Guidelines and Standard Details Dwg 2-10Resolved Date:Resolved By:
Set By:DerekM The contractor shall be responsible for all
traffic control in accordance with MUTCD.
No work shall commence until all approved
traffic control is in place.Resolved Date:Resolved By:
Set By:DerekM Temporary Street Patching shall conform to
specifications found in Chapter 2.10.130 of
City of Yelm Development GuidelinesResolved Date:Resolved By:
Initials ______Page 1
City of Yelm, Washington
106 2nd Street SE | Yelm, WA 98597
=
(360) 458-3244 | www.yelmwa.gov
All work will comply with terms as described in Chapter 15.72 YMC "Conditions for Use of Right-of-Way" and
Chapter 18.28 YMC : Engineering Specifications and Standard Details"
= =
The Underground Utilities Coordinating Council (1-800-424-5555) must be contacted two (2) working days
before proceeding with any excavation associated with this permit.
=
Notify the City of Yelm Inspection Hotline @ (360) 458-8410 at least 24 hours before work commences and to
coordinate final inspection.
=
1 - COVER SHEET
2 -LEGEND
3 -GENERAL NOTES
4 -DETAILS
5-6 -DESIGNTHIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES
96 CT FIBER: 1,005 FT + 20% STORAGE = 1,206 FT
24 CT FIBER: 615 FT + 20% STORAGE = 738 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.
1,005 FT.
10 FT.
580 FT.
25 FT.
1,620 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 =1,620 FT.
1. TIE INTO SPLICE CASE SP.WATF.0142 WITH (1) 96CT FIBER & LEAVE COIL
2. OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND
3. PLACE TRANSITION CASE AND TRANSITION INTO 24CT FIBER & LEAVE
COIL
4. OVERLASH (1) 24CT FIBER ON EXISTING AERIAL STRAND
5. PLACE (1) 4" RISER AND PULL (1) 24CT FIBER THROUGH
6. TRENCH (1) 4" CONDUIT AND PULL (1) 24CT FIBER TO GC PLACED
VAULT
7. PROOF & PULL (1) 24CT FIBER THROUGH GC PLACED 4" CONDUIT
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST Business/Job Contact
POC:ZACHARY MENDEL 360-870-9597
EMAIL: 'ZACHARY_MENDEL@YCS.WEDNET.EDU
Review _________________________
CANNON COMPANIES
Alex Gaunt - (206)-856-3583 - agaunt@cannonconstructioninc.com
COMCAST COMMUNICATION
Todd Zimny - (360)-507-0598 - Todd_Zimny@cable.comcast.com
401 COATES AVE NW
YELM, WA 98597
K20-YELM SD DC MOVE
JB#0000511111
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
EOP
P P
TS TS
C C
D D
DD DD DD DD DD DD
G G
W W
T T
ST ST
ROW
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UK
CB
CB
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V VV
WORK BEING DONE1LOCATION
PHOTO NOTE CALLOUT
#PHOTO LOCATOR SYMBOL
PROPOSED NEW TRENCH
PROPOSED NEW AERIAL STRAND
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
LEGEND 2 6
12/17/2020 AB AF
COMCAST
GENERAL NOTES
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
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
GENERAL NOTES 3 6
12/17/2020 AB AF
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
TRENCH - HARD SURFACE
STANDARD DETAIL4 WSDOT TRENCH CROSS SECTION
STANDARD DETAIL5
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
DETAILS 4 6
12/17/2020 AB AF
COMCAST
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OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
DESIGN 5 6
12/17/2020 AB AF
COMCAST
N
CONSTRUCTION NOTES
1.TIE INTO SPLICE CASE SP.WATF.0142 WITH (1) 96CT FIBER & LEAVE COIL
2.OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND
3.PLACE TRANSITION CASE AND TRANSITION INTO 24CT FIBER & LEAVE COIL
4.OVERLASH (1) 24CT FIBER ON EXISTING AERIAL STRAND
5.PLACE (1) 4" RISER AND PULL (1) 24CT FIBER THROUGH
6.TRENCH (1) 4" CONDUIT AND PULL (1) 24CT FIBER TO GC PLACED VAULT
7.PROOF & PULL (1) 24CT FIBER THROUGH GC PLACED 4" CONDUIT
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OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
DESIGN 6 6
12/17/2020 AB AF
COMCAST
N
CONSTRUCTION NOTES
1.TIE INTO SPLICE CASE SP.WATF.0142 WITH (1) 96CT FIBER & LEAVE COIL
2.OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND
3.PLACE TRANSITION CASE AND TRANSITION INTO 24CT FIBER & LEAVE COIL
4.OVERLASH (1) 24CT FIBER ON EXISTING AERIAL STRAND
5.PLACE (1) 4" RISER AND PULL (1) 24CT FIBER THROUGH
6.TRENCH (1) 4" CONDUIT AND PULL (1) 24CT FIBER TO GC PLACED VAULT
7.PROOF & PULL (1) 24CT FIBER THROUGH GC PLACED 4" CONDUIT
7
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THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M.U.T.C.D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF
THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 1 5
12/21/2020 AB AF
COMCAST
N
206
210
104
212
213
313
311
305
301
105
108
211
SW
W
A
S
H
I
N
G
T
O
N
A
V
E SW ED
WARDS ST
Y
E
L
M
A
V
E
S
E
/
S
R
5
1
0 NW ED
WARDS ST
E
O
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O
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O
W
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O
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R
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R
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L
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1
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1
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1
-
5
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1
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WILL NEED TO
COORDINATE WITH
INTERCITY TRANSIT TO
TEMPORARILY RELOCATE
BUS STOP
R2-1
R2-1
WORK AREAWT
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SHOULDER LANE CLOSURE 3-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M.U.T.C.D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF
THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 2 5
12/21/2020 AB AF
COMCAST
N
206
210
104
212
311
305
301
206
205
210
212
202
108
211
205
201
SW ED
WARDS ST
NW
J
E
F
F
E
R
S
O
N
A
V
E
V
A
N
T
R
U
M
P
S
T
S
E
Y
E
L
M
A
V
E
S
E
/
S
R
5
1
0 NW ED
WARDS ST
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EOP EOPEOP EOPEOP EOP EOPEOP EOPEOPEOPEOP EOPEOP EOP EOPEOP EOP EOPEOPEOPE
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O
P
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O
P
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O
P
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O
P
E
O
P
E
O
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O
W
R
O
W
R
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R
O
W
R
O
W
R
O
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O
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R
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ROW
ROW
ROW ROW ROW ROW ROW
ROW
ROW
ROW
ROW ROW
ROW ROW
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O
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WARDS ST
E
O
P
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O
P
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O
P
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O
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R
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W
R
O
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WT
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1
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0
-
7
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R
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4
W2
1
-
7
W
2
0
-
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3
-
4
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9
6
2
2
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R2-1
WORK AREA W2
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0
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7
a
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4
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9
6
2
2W2
1
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7 FLAGGER
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 3-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M.U.T.C.D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF
THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 3 5
12/21/2020 AB AF
COMCAST
N
302
310
204
206
206
205
210
212
202
108
210
NW
S
T
E
V
E
N
S
A
V
E
NW
J
E
F
F
E
R
S
O
N
A
V
E
NW
R
AIL
R
O
A
D
S
T
V
A
N
T
R
U
M
P
S
T
S
E
NW ED
WARDS STNW ED
WARDS STEOPEOP EOPEOPEOP EOPEOP EOP EOPEOP EOP EOP EOP EOP EOPEOP EOP EOPEOP EOP
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O
P
E
O
P
E
O
P
E
O
P
E
O
P
R
O
W ROW
ROW
ROW
ROW
ROW ROW ROW ROW
ROW ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW
VFL
F
L
F
L
F
L
F
LEOP
E
O
P
E
O
P
EOPEOPEOPEOPEOPEOPEOP EOPE
O
P
E
O
P
E
O
P
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WARDS ST
ROW ROW
R
OW
R
OW
R
OW
ROW
ROW
ROW
R
OW
R
O
W
R
O
W
R
O
W
R
O
W
R
OW
R
O
W
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W
R
O
W
R
O
W
R
O
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O
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R
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R
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O
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R
O
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O
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O
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O
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R
O
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WORK AREAV
W2
1
-
7 W2
1
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7W2
1
-
7
W
2
0
-
7
a W2
0
-
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a
W
2
0
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FLAGGERFLAGGERFLAGGERW3-
4W3-
4
W3-
4 W2
1
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7 FLAGGERR2-1
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL & UNDERGROUND WORK] CONTROL TYPE: SINGLE CLOSURE 2-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M.U.T.C.D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF
THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 4 5
12/21/2020 AB AF
COMCAST
N
404
404
502
210
402
C
O
NW
S
T
E
V
E
N
S
A
V
E
NW ED
WARDS STEOP
EOP EOPEOP EOP EOPEOPROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWF
L
F
L
F
L
F
L
F
L
FL
FL
FL
FL
F
LEOPEOPE
O
P
E
O
P
E
O
P
E
O
P
EOP EOP EOPEOPE
O
P
E
O
P
E
O
PEOPEOPEOPEOPEOPVROWROWROW
R
O
W
R
O
W
R
O
W
R
O
W
R
O
WROWROW
ROW ROW ROW ROWROWROWROWROWROWROWR
O
W
R
O
W
R
OW
R
O
W
R
OW
R
O
W
R
O
WEOPEOPEOPEO
P EOPEOPFLFL
FLFLFLFLFLFLFLFLFLFLFLFLFLNW EDWARDS STEOPEOPEOPEOPR2-1
WORK AREA
R2-1
WTW2
1
-
7
W21-7
W
2
0
-
7
a
W20-7a
FLAGGERFLAGGERW3-4
W
3
-
4 W2
1
-
7W2
0
-
7
a
W3-
4FLAGGER
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE SPECIFIC TRAFFIC CONTROL PLAN
[UNDERGROUND WORK] CONTROL TYPE: SINGLE CLOSURE 3-LANE ROAD
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. PLACE TEMP "NO PARKING" SIGNS AT LEAST
72 HOURS PRIOR TO WORK
3. SIDE WALKS TO REMAIN OPEN DURING
ROAD WORK, UNLESS NOTED OTHERWISE
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
***TRAFFIC CONTROL ADDITIONAL NOTES ***
- At aerial work, will be a moving traffic control setup
-Will coordinate with business that will be affected by construction.
-Will have Spotter on site to escort pedestrian through work zone.
- All work will stop while pedestrians are escorted through work zones.
-Will have no more than two work areas active at a time.
-Work Areas will have 2-3 Man Work Crews with line truck.
ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL
DEVICES (M.U.T.C.D)
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF
THE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND
ANY SPECIAL CONDITIONS EXIST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000511111K20-YELM SD DC MOVE
401 COATES AVE NW
YELM, WA 98597
TCP 5 5
12/21/2020 AB AF
COMCAST
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