2021.0488.ST0052 Permit Issue Pckg 9.27.20219
WORK AREA
4
5
6
7
8
SCOPE OF WORK:
SHEET INDEX:
1 - COVER SHEET
2 -GENERAL NOTES
3 -LEGEND
4-9 -DESIGN
BILL OF MATERIALS*:
CONTACTS:
THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON CONSTRUCTION
PROJECT MAP:
-TIE INTO SPLICE CASE SP.WATF.0168. PLACE NEW STRAP OUT CASE. EXTEND 48CT.
-OVERLASH 48CT FIBER.
-EXTEND 48CT DOWN EXISTING RISER.
-PROOF AND PULL THROUGH CONDUIT TO FEED VAULT ON VANCIL RD SE.
-TRENCH (2) 2" CONDUITS DOWN VANCIL RD SE. EXTEND 48CT.
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (1)=
TOTAL FOOTAGE =
0 FT.
2,094 FT.
6 FT.
285 FT.
25 FT.
2,410 FT.
PROJECT DESCRIPTION - ROW*
48 CT FIBER: 2,410 FT + 20% STORAGE = 2,892 FT
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
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 =2,410 FT.
BUD BARN
Jeff Mahan - (360)-561-6364 - JeffMahan@hotmail.com
Review:COMCAST
10619 VANCIL RD SE
YELM, WA 98597
BUD BARN
JB0000751536 CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
CANNON COMPANIES
Jim Brassfield - (253)-307-9661 - jbrassfield@cannonconstructioninc.com
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.
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
YELM, WA 98597
9/24/21 LB JB
BUD BARN
10619 VANCIL RD SE
0000751536
GENERAL NOTES 2 9
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
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
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
YELM, WA 98597
9/24/21 LB JB
BUD BARN
10619 VANCIL RD SE
0000751536
LEGEND 3 9
412
502
403
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E
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9
5
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2
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
1 PSE
559278/147516
NEUTRAL 30 6 N/A
SECONDARY 29 11 N/A
COMCAST #1 26 5 N/A
COMM #1 25 4 N/A
D
N
N
N
N
MAKE READY:
LOWER COMCAST #1 FROM 26'-0" TO 25'-5"
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
2 PSE
559268/147528
NEUTRAL 29 10 N/A
SECONDARY 28 9 N/A
COMCAST #1 26 0 N/A
COMM #1 24 10 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
3 PSE
559257/147541
NEUTRAL 30 9 N/A
SECONDARY 29 9 N/A
COMCAST #1 25 9 N/A
COMM #1 24 6 N/A
D
N
N
N
N
MATCH LINE SEE SHEET 5
1
CONSTRUCTION NOTES:
TIE INTO SPLICE CASE SP.WATF.0168. PLACE NEW STRAP OUT CASE. EXTEND 48CT.
OVERLASH 48CT FIBER.
EXTEND 48CT DOWN EXISTING RISER.
PROOF AND PULL THROUGH CONDUIT TO FEED VAULT ON VANCIL RD SE.
TRENCH (2) 2" CONDUITS DOWN VANCIL RD SE. EXTEND 48CT.
1
2
3
4
5
1
2
2
'
2
1
8
2
'
2
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A
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D
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A
L
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A
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DRIVEWAY
DRIVEWAY
DRIVEWAY
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
YELM, WA 98597
9/24/21 LB JB
BUD BARN
10619 VANCIL RD SE
0000751536
DESIGN 4 9
N
SCALE: 1"=40'
0'20'40'80'
709
509
701
608
CLARK RD SEY
E
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S
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NE 103RD AVE
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6
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 6
(1
8
2
'
)
2
4
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
4 PSE
559246/147533
NEUTRAL 26 8 N/A
SECONDARY 24 8 N/A
STREET LIGHT 24 4 N/A
COMCAST #1 22 4 N/A
COMM #1 20 7 N/A
D
N
N
N
N
N
MAKE READY:
LOWER COMCAST #1 FROM 22'-4" TO 21'-4"
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:5 PSE
559240/147562
NEUTRAL 30 0 N/A
SECONDARY 29 5 N/A
COMCAST #1 25 11 N/A
COMM #1 24 9 N/A
D
N
N
N
N
CONSTRUCTION NOTES:
TIE INTO SPLICE CASE SP.WATF.0168. PLACE NEW STRAP OUT CASE. EXTEND 48CT.
OVERLASH 48CT FIBER.
EXTEND 48CT DOWN EXISTING RISER.
PROOF AND PULL THROUGH CONDUIT TO FEED VAULT ON VANCIL RD SE.
TRENCH (2) 2" CONDUITS DOWN VANCIL RD SE. EXTEND 48CT.
1
2
3
4
5
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
6 PSE
559225/147580
NEUTRAL 31 4 N/A
SECONDARY 30 0 N/A
COMCAST #1 25 8 N/A
COMM #1 24 5 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
7 PSE
559213/147597
NEUTRAL 31 4 N/A
SECONDARY 30 8 N/A
COMCAST #1 27 3 N/A
COMM #1 26 2 N/A
D
N
N
N
N
1
2
5
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2
2
3
7
'
2
2
1
3
'
2
2
4
1
'
2
SI
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A
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D
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DRIVEWAY
DRIVEWAY
DRIVEWAY
OF
DATE REVISION BY QC
CANNON COMPANIES
YELM, WA 98597
9/24/21 LB JB
BUD BARN
10619 VANCIL RD SE
0000751536
DESIGN 5 5 9
COMCAST
N
SCALE: 1"=40'
0'20'40'80'
706
210
717
715
902
711
806
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10 EOPEOPEOPMATCH LINE SEE SHEET 5
MATCH LINE SEE SHEET 7
CONSTRUCTION NOTES:
TIE INTO SPLICE CASE SP.WATF.0168. PLACE NEW STRAP OUT CASE. EXTEND 48CT.
OVERLASH 48CT FIBER.
EXTEND 48CT DOWN EXISTING RISER.
PROOF AND PULL THROUGH CONDUIT TO FEED VAULT ON VANCIL RD SE.
TRENCH (2) 2" CONDUITS DOWN VANCIL RD SE. EXTEND 48CT.
1
2
3
4
5
2
(2
4
1
'
)
2
7
5
'
2
2
6
7
'
2
1
9
1
'
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
9 PSE
559184/147631
NEUTRAL 30 0 N/A
SECONDARY 28 7 N/A
COMCAST #1 26 1 N/A
COMM #1 24 8 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
10 PSE
559170/147642
NEUTRAL 30 9 N/A
COMCAST #1 26 8 N/A
COMM #1 25 2 N/A
D
N
N
N
MAKE READY:
LOWER COMCAST #1 FROM 26'-1" TO 25'-3"
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:8 PSE
559188/147626
NEUTRAL 29 0 N/A
COMCAST #1 25 1 N/A
COMM #1 23 11 N/A
D
N
N
N
S
I
D
EW
A
L
K
S
I
D
EW
A
L
K
SI
D
EW
A
L
K
SI
D
EW
A
L
K
DRIVEWAY
DRIVEWAY
OF
DATE REVISION BY QC
CANNON COMPANIES
YELM, WA 98597
9/24/21 LB JB
BUD BARN
10619 VANCIL RD SE
0000751536
DESIGN 6 6 9
COMCAST
N
SCALE: 1"=40'
0'20'40'80'
909
811
1002
Y
E
L
M
A
V
E
S
E
/
S
R
5
0
7
Y
E
L
M
A
V
E
S
E
/
S
R
5
0
7
R
O
W
R
OW
R
O
W
R
OW
R
OW
R
O
W
R
OW
R
OW
R
OW
R
OW
R
O
W
R
O
WROWROWR
O
W
R
OW
R
OW
R
OW
R
O
W
R
OW
R
OW
R
O
W
ROWROWROWROWROWROWROWROWROWROWROWR
O
W
R
OW
R
O
W
R
OW
R
O
W
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EO
P
EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE
O
P
E
O
P
EOPEOPEOPEOPEOPE
O
P
E
O
P
E
O
P
E
O
PFLEOPE
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLF
L
F
L
FL
FL
F
L
F
L
FL
F
L
F
L
F
L
F
L
VANCIL RD SE11
MATCH LINE SEE SHEET 6
MATCH LINE SEE SHEET 8
CONSTRUCTION NOTES:
TIE INTO SPLICE CASE SP.WATF.0168. PLACE NEW STRAP OUT CASE. EXTEND 48CT.
OVERLASH 48CT FIBER.
EXTEND 48CT DOWN EXISTING RISER.
PROOF AND PULL THROUGH CONDUIT TO FEED VAULT ON VANCIL RD SE.
TRENCH (2) 2" CONDUITS DOWN VANCIL RD SE. EXTEND 48CT.
1
2
3
4
5
2
(1
9
1
'
)
2
2
4
6
'
12
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
11 PSE
559159/147658
SECONDARY 36 0 N/A
COMCAST #1 25 2 N/A
COMM #1 24 3 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
12 PSE
559145/147658
SECONDARY 30 3 N/A
COMCAST #1 (METAL ARM)29 9 N/A
COMM #1 (METAL ARM)28 0 N/A
D
N
N
N
R 25'
3
4 285'SIDEWALKSI
D
EW
A
L
K
SI
D
EW
A
L
K
DRIVEWAY
DRIVEWAY
WWWOF
DATE REVISION BY QC
CANNON COMPANIES
YELM, WA 98597
9/24/21 LB JB
BUD BARN
10619 VANCIL RD SE
0000751536
DESIGN 7 7 9
COMCAST
N
SCALE: 1"=40'
0'20'40'80'
CB1001
10619
1101VANCIL RD SER
OW
ROWROWROW ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWR
O
W
R
O
W
R
O
W
R
OW
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE
O
PC
CCCCCCCCCCCPPPPPF
L
F
L
MATCH LINE SEE SHEET 7
CONSTRUCTION NOTES:
TIE INTO SPLICE CASE SP.WATF.0168. PLACE NEW STRAP OUT CASE. EXTEND 48CT.
OVERLASH 48CT FIBER.
EXTEND 48CT DOWN EXISTING RISER.
PROOF AND PULL THROUGH CONDUIT TO FEED VAULT ON VANCIL RD SE.
TRENCH (2) 2" CONDUITS DOWN VANCIL RD SE. EXTEND 48CT.
1
2
3
4
5
4
5
10619
V
SIDEWALK
DRIVEWAY DRIVEWAY
SIDEWALKSIDEWALKDRIVEWAY
SEE SHEET 9
STA 11+50
STA 12+00
STA 12+50
STA 13+00
STA 13+50
STA 14+00
STA 14+50
STA 15
+
0
0DDD
DDDWWWWWW6
'WWWWWWSTA 15
+
5
0
WWWWWLANDSCAPELANDSCAPE
(
2
8
5
'
)
STA 1
5
+
3
1
STA 1
5
+
3
3
STA 1
5
+
2
5
OF
DATE REVISION BY QC
CANNON COMPANIES
YELM, WA 98597
9/24/21 LB JB
BUD BARN
10619 VANCIL RD SE
0000751536
DESIGN 8 8 9
COMCAST
N
SCALE: 1"=40'
0'20'40'80'
ROWROW ROW
ROWROWROWROWROWROWEOPEOPEOPEOPEOPCCCCCCCCCCCPPPPPSTA 1
5
+
3
1
STA 1
5
+
3
3
V
SIDEWALK
SEE SHEET 9
STA 14+50
STA 15
+
0
0DD
DDDWWWWWWWWWWWWWWLANDSCAPELANDSCAPE
6'
1'
1'
2'
1
1RTRENCH 6
'
STA 1
5
+
2
5
OF
DATE REVISION BY QC
CANNON COMPANIES
YELM, WA 98597
9/24/21 LB JB
BUD BARN
10619 VANCIL RD SE
0000751536
DESIGN 9 9 9
COMCAST
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
FILED 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
SCALE: 1"=10'
0'5'10'20'
STATION START
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF PRAIRIE HEIGHTS ST SE & VANCIL RD SE
POTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION POTHOLE DISCLAIMER
CSWPP LEGEND
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCKCB
RESTORATION LEGEND:
= ASPHALT
= CONCRETE
= GRASS
=LANDSCAPE
RESTORATION NOTES:
RESTORE LANDSCAPE PER THURSTON
COUNTY SPECIFICATIONS.
1R
1
CONSTRUCTION NOTES:
TRENCH (2) 2" CONDUITS DOWN VANCIL RD SE.
EXTEND 48CT.
Y
E
L
M
A
V
E
S
E
/
S
R
5
0
7
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLY
E
L
M
A
V
E
S
E
/
S
R
5
0
7
SI
D
EW
A
L
K
WORK AREA WT
SI
D
EW
A
L
K
SI
D
EW
A
L
K
S
I
D
EW
A
L
K
LIMIT
SPEED
R2-1
W20-1
W20-5R
W1-4L
K-9622
W20-1
W20-5
K-9622
TEMPORARY BIKE LANE
N
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000751536BUD BARN
10619 VANCIL RD SE
YELM, WA 98597
TCP 1 1 5
9/24/21 LB JB
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 3-LANE ROAD
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
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform
to the specifications stated in the federal Manual on Uniform 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 verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians 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
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
TPC TO BE USED AT MULTIPLE LOCATIONS
ALONG YELM AVE SE/SR 507
407
415
505
509
110
608
210
CLARK RD SEY
E
L
M
A
V
E
S
E
/
S
R
5
0
7
Y
E
L
M
A
V
E
S
E
/
S
R
5
0
7
ROWROWROWROWROWR
OW
R
OW
R
OW
R
OW
R
OW
R
OW
R
O
W
R
O
W
R
O
W ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWE
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EOPEOPEOPEOPEOPE
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EO
P
EOP EOP EOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLCLARK RD SEY
E
L
M
A
V
E
S
E
/
S
R
5
0
7
SI
D
EW
A
L
K
SI
D
E
W
A
L
K
SI
D
EW
A
L
K
SI
D
EW
A
L
K
SI
D
EW
A
L
K
SI
D
EW
A
L
K
SI
D
EW
A
L
K
SI
D
E
W
A
L
K
SI
D
EW
A
L
K
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
WT
WORK AREA
POLICE
OFFICER
W20-1
W3-4
W20-7a
W4-2R
W20-5R
WT
WORK
AREA
K-9622
SPOTTERK-9622
W20-1
W3-4
W20-7a
W20-5L
K-9622
TEMPORARY BIKE LANE
TEMPORARY BIKE LANE
TEMPORARY BIKE LANE
W20-7a
W3-4
W20-1
K-9622
W20-7a
W3-4
W20-1
LIMIT
SPEEDR2-1
LIMIT
SPEED
R2-1
LIMIT
SPEEDR2-1
LIMIT
SPEED
R2-1
W4-2LFASN
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000751536BUD BARN
10619 VANCIL RD SE
YELM, WA 98597
TCP 2 2 5
9/24/21 LB JB
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: FLAGGING 3-LANE INTERSECTION
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
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform
to the specifications stated in the federal Manual on Uniform 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 verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians 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
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
706
709
711
701
Y
E
L
M
A
V
E
S
E
/
S
R
5
0
7
NE 103RD AVE
ROWROWROWROWROWROWROWROWROWROWR
OW
R
OW
R
OW
R
O
W
R
OW
R
OW
R
OW
R
OW
R
OW
R
OW
R
O
W
R
O
W
R
OW
R
O
W
R
O
W
R
OW
R
OW
R
OW
R
O
W
R
O
W
R
O
W
R
O
W ROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EOP EOPEOPEOP
EOP
EOP
EOP
EOP
FLFLFLFLFLFLFLFL FL FL FL FL FL
FLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL
Y
E
L
M
A
V
E
S
E
/
S
R
5
0
7
SI
D
EW
A
L
K
SI
D
E
W
A
L
K
SI
D
EW
A
L
K
SI
D
EW
A
L
K
SI
D
EW
A
L
K
DRIVEWAY
WORK AREA WT
LIMIT
SPEED
R2-1
K-9622
K-9622
TEMPORARY BIKE LANE
SPOTTERDRIVEWAY
K-9622
W20-1
W4-2R
W20-5R
W20-1
K-9622
SPOTTERLIMIT
SPEED
R2-1
W20-1
W20-5
TEMPORARY
BIKE LANE
LIMIT
SPEED
R2-1
N
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000751536BUD BARN
10619 VANCIL RD SE
YELM, WA 98597
TCP 3 3 5
9/24/21 LB JB
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 3-LANE INTERSECTION
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
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform
to the specifications stated in the federal Manual on Uniform 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 verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians 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
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
1008
1001
909
811
1002
Y
E
L
M
A
V
E
S
E
/
S
R
5
0
7
R
O
W
R
OW
R
O
W
R
O
W
R
OW
R
O
W
R
O
W
R
O
W
R
OW
R
O
W
R
O
W
R
O
W
R
O
W
R
OW
R
O
W
R
OW
R
OW
R
O
W
R
OW
ROWROWROWROWROWROWROWROWR
O
W
R
O
W
R
OW
R
O
W
R
O
W
R
O
W
R
OW
R
O
W
E
O
P
E
O
P
EO
P
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE
O
P
E
O
P
EOP
E
O
P
E
O
PEOPEOPEOPEOPE
O
P
E
O
P
E
O
P
E
O
P
EOPE
O
P
E
O
P
E
O
P
E
O
P
EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLF
L
F
L
FL
F
L
FL
F
L
F
L
F
L
F
L
FL
F
L
FL
F
L
F
L
VANCIL RD SESIDEWALKSI
D
EW
A
L
K
DRIVEWAY
DRIVEWAY
DRIVEWAY
WORK AREA WT
W20-1
W20-5R
W20-1
W20-1
W20-1
LIMIT
SPEED
R2-1
LIMIT
SPEED
R2-1
LIMIT
SPEED
R2-1 (PRIVATE)N
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000751536BUD BARN
10619 VANCIL RD SE
YELM, WA 98597
TCP 4 4 5
9/24/21 LB JB
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE CLOSURE 4-LANE INTERSECTION
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
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform
to the specifications stated in the federal Manual on Uniform 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 verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians 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
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
1008
1001
805
909
10619
811
1002
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S
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5
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7
VANCIL RD SER
O
W
R
OW
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R
OW
R
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W
R
OW
R
O
W
R
O
W
R
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W
R
O
W
R
OW
R
O
W
R
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W
R
O
W
R
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W
R
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W
R
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W
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W
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ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWR
OW
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O
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OW
R
O
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OW
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E
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EOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE
O
P
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EOP
E
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PEOPEOPEOPEOPE
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EOP
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EOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
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VANCIL RD SE10619 SIDEWALK
DRIVEWAY DRIVEWAY
SIDEWALKSIDEWALKSIDEWALKSI
D
EW
A
L
K
DRIVEWAY
DRIVEWAY
WORK AREA WTW20-1
W3-4
W20-7a
FLAGGERSPOTTERLIMIT
SPEED
R2-1
W20-1
W20-1
W20-1
W3-4
W20-7a
FLAGGERLIMIT
SPEED
R2-1
LIMIT
SPEED
R2-1
(PRIVATE)LIMIT
SPEED
R2-1
N
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000751536BUD BARN
10619 VANCIL RD SE
YELM, WA 98597
TCP 5 5 5
9/24/21 LB JB
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN
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
DISCLAIMER
All traffic control setups, sign spacing, and procedures will conform
to the specifications stated in the federal Manual on Uniform 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 verify if any
special conditions exist.
TRAFFIC CONTROL ADDITIONAL NOTES
-For aerial work, there will be a moving traffic control setup
-Will coordinate with businesses that will be affected by
construction
-Will have spotter on site to escort pedestrians 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
SITE NOTES
-Maintain driveway access at all times
-Place temporary "NO PARKING" signs at least
72 hours prior to work
-Sidewalks to remain open during road work
unless noted otherwise
FLAGGERSPOTTERWT
LEGEND
Work Vehicle Work Area
Flagger Spotter
[UNDERGROUND WORK] CONTROL TYPE: FLAGGING - SINGLE CLOSURE 2-LANE ROAD
1MGLEIP7 (MKMXEPP]WMKRIHF]1MGLEIP7 *PIQMRK *PIQMRK (EXI (EXI