JB0001801048 - CARING PLACES - CONSTRUCTION TCPR/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W
R/W
R/W R/W R/W R/W
R/W R/W
FOCFOCFOC
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
SWSWSWSW
EOPEOPEOPEOPFOC
SWSW
SWSW
EOP
EOP EOP EOP FOC
138'
←D
R
I
V
E
W
A
Y
→
313 STELLA CT NW,
YELM, WA 98597, USA
311 STELLA CT NW,
YELM, WA 98597, USA
202 CULLENS ST NW,
YELM, WA 98597, USA
203 CULLENS RD SE,
YELM, WA 98597, USA
608 W YELM AVE,
YELM, WA 98597, USA
704 W YELM AVE,
YELM, WA 98597, USA
STELLA CT NW
CULLENS ST NW
CULLENS ST NW
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
EO
P
NW
J
E
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F
E
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E
(
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)
VA
N
T
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(
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)
EO
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←D
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→
←D
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A
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→
←D
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←
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→
A A A A A A A A A A A A A APOLE-1 POLE-2 POLE-3118'76'
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
1
5
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
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 1
R
DIGALERT
CA
R
I
N
G
P
L
A
C
E
S
20
2
C
U
L
L
E
N
S
S
T
N
W
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
8
0
1
0
4
8
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:MDD
05/14/2024
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.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).
8.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 PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
WORK
ZONE
X X
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
XX
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
SP
O
T
T
E
R
FLAGGER
R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/W R/W R/W R/W
R/W R/W R/W R/W
R/
W
SW
SW
SW
FOCFOCFOCFOC
F
O
C
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
SWSWSWSWSWSW
EOPEOPEOPEOP
SWSWSWSW
SWSWSWSW
EOP
EOP EOP EOP FOC FOC
138'
←D
R
I
V
E
W
A
Y
→
317 STELLA CT NW,
YELM, WA 98597, USA
315 STELLA CT NW,
YELM, WA 98597, USA
313 STELLA CT NW,
YELM, WA 98597, USA
311 STELLA CT NW,
YELM, WA 98597, USA
202 CULLENS ST NW,
YELM, WA 98597, USA
203 CULLENS RD SE,
YELM, WA 98597, USA
STELLA CT NW
CULLENS ST NW
CULLENS ST NW
EO
P
EO
P
EO
P
EO
P
EO
P
NW
J
E
F
F
E
R
S
O
N
A
V
E
(
P
R
I
V
A
T
E
R
D
)
VA
N
T
R
U
M
P
S
T
N
W
(
P
R
I
V
A
T
E
R
D
)
EO
P
EO
P
←D
R
I
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E
W
A
Y
→
←D
R
I
V
E
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A
Y
→
←D
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I
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E
W
A
Y
→
←D
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I
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E
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A
Y
→
←D
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E
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A
Y
→
←D
R
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E
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A
Y
→
←
D
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I
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E
W
A
Y
→
A A A A A A A A A A A A A A A A A A A
POLE-1 POLE-2 POLE-3 POLE-4118'76'
197'
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
2
5
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
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 2
R
DIGALERT
CA
R
I
N
G
P
L
A
C
E
S
20
2
C
U
L
L
E
N
S
S
T
N
W
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
8
0
1
0
4
8
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:MDD
05/14/2024
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.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).
8.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 PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
WORK
ZONE
X X
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
XX
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
FLAGGER
NOTE:
AERIAL CROSSING TIME WILL BE
APPROXIMATE 5 MIN.
R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W
R/W R/W R/W R/W
R/W R/W R/W R/W
R/
W
SW
SW
SW
FOCFOCFOCFOC
F
O
C
FO
C
R/
W
R/
W
R/
W
R/W
R/W
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
SWSWSWSWSWSW
EOPEOP
FO
C
SWSWSWSWSWSWSWSWSW
SWSWSWSWSWSWSWSWSW
EOP EOP EOP FOC FOC FOC FOC FOC FOC
FOC FOC
138'
←D
R
I
V
E
W
A
Y
→
616 TRUMP AVE NW,
YELM, WA 98597, USA
TR
U
M
P
A
V
E
N
W
614 TRUMP AVE NW,
YELM, WA 98597, USA
612 TRUMP AVE NW,
YELM, WA 98597, USA
317 STELLA CT NW,
YELM, WA 98597, USA
315 STELLA CT NW,
YELM, WA 98597, USA
313 STELLA CT NW,
YELM, WA 98597, USA
311 STELLA CT NW,
YELM, WA 98597, USA
202 CULLENS ST NW,
YELM, WA 98597, USA
203 CULLENS RD SE,
YELM, WA 98597, USA
311 CULLENS RD SE,
YELM, WA 98597, USA
STELLA CT NW
CULLENS ST NWCULLENS ST NW
EO
P
VA
N
T
R
U
M
P
S
T
N
W
(
P
R
I
V
A
T
E
R
D
)
EO
P
EO
P
←D
R
I
V
E
W
A
Y
→
←D
R
I
V
E
W
A
Y
→
←D
R
I
V
E
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A
Y
→
←D
R
I
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E
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A
Y
→
←
D
R
I
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E
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A
Y
→
SWSWSW
SWSWSW
A A A A A A A A A A A A A A A A A A A A A A A
POLE-2 POLE-3 POLE-4
POLE-5
118'76'
197'
91'
38
'
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
3
5
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
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 3
R
DIGALERT
CA
R
I
N
G
P
L
A
C
E
S
20
2
C
U
L
L
E
N
S
S
T
N
W
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
8
0
1
0
4
8
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:MDD
05/14/2024
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.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).
8.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 PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
WORK
ZONE
X X
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
XX
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
SP
O
T
T
E
R
NOTE:
AERIAL CROSSING TIME WILL BE
APPROXIMATE 5 MIN.
X
X
ONE
LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
X
LIMIT
SPEED R2-1
25
FLAGGER
R/W
R/W R/W R/W R/W R/W R/W
R/W
R/
W
R
/
W
R/W
R/W R/W R/W R/W
R/
W
R/W
SW
SW
SW
FOCFOCFOCFOC
F
O
C
FO
C
R/
W
R/
W
R/
W
R/
W
R/W
R/W
R/W R/W R/W R/W
FLFLFLFLFLFLFLFLFLFLFLFLFL
SWSWSWSWSWSW
FO
C
SW
SW
SW
S
W
S
W
SW
S
W
SW
SW
SW
SWSWSWSWSWSWSWSWSWSW
S
W
S
W
SW
SW
SW
SW
SWSWSWSWSWSWSWSWSWSW
EOP FOC FOC FOC FOC FOC FOC FOC FOC
FOC
FO
C
F
O
C
F
O
C
FOC FOC FOC FOC
←D
R
I
V
E
W
A
Y
→
616 TRUMP AVE NW,
YELM, WA 98597, USA
TR
U
M
P
A
V
E
N
W
614 TRUMP AVE NW,
YELM, WA 98597, USA
612 TRUMP AVE NW,
YELM, WA 98597, USA
317 STELLA CT NW,
YELM, WA 98597, USA
315 STELLA CT NW,
YELM, WA 98597, USA
313 STELLA CT NW,
YELM, WA 98597, USA
311 STELLA CT NW,
YELM, WA 98597, USA
STELLA CT NW
CULLENS ST NW
CULLENS ST NW
EO
P
VA
N
T
R
U
M
P
S
T
N
W
(
P
R
I
V
A
T
E
R
D
)
EO
P
EO
P
←D
R
I
V
E
W
A
Y
→
←D
R
I
V
E
W
A
Y
→
←D
R
I
V
E
W
A
Y
→
←D
R
I
V
E
W
A
Y
→
←
D
R
I
V
E
W
A
Y
→
→
SWSWSW
SWSWSW
A A A A A A A A A A A A A A A A
POLE-3 POLE-4
POLE-5
118'76'
197'
91'
38
'
R
DIGALERT
CA
R
I
N
G
P
L
A
C
E
S
20
2
C
U
L
L
E
N
S
S
T
N
W
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
8
0
1
0
4
8
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:MDD
05/14/2024
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
4
5
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
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 4
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.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).
8.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 PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
WORK
ZONE
X X
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
XX
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
SP
O
T
T
E
R
X
X
ONE
LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
X
LIMIT
SPEED R2-1
25
FLAGGER
R/W R/W R/W R/W R/W R/W
R/W
R/
W
R
/
W
R
/
W
R
/
W
R
/
W
R/W R/W R/W R/W
R/
W
SW
SW
SW
FOCFOCFOCFOC
F
O
C
FO
C
R/
W
R/
W
R/W
R/W
R/W R/W R/W R/W R/W
R/
W
R/
W
FLFLFLFLFLFLFLFLFLFLFL
SWSWSWSWSW
S
W
SW
SW
SW
S
W
SW
S
W
S
W
S
W
S
W
SW
S
W
SW
SW
SW
SWSWSWSWSWSWSWSWSWSW
S
W
S
W
S
W
S
W
SW
SW
SW
SW
SWSWSWSWSWSWSWSWSWSW
FOC FOC FOC FOC FOC FOC FOC FOC
FOC
FO
C
F
O
C
F
O
C
F
O
C
F
O
C
F
L
F
L
F
L
F
L
FL
F
O
C
FOC FOC FOC FOC
FOC
←D
R
I
V
E
W
A
Y
→
616 TRUMP AVE NW,
YELM, WA 98597, USA
TR
U
M
P
A
V
E
N
W
614 TRUMP AVE NW,
YELM, WA 98597, USA317 STELLA CT NW,
YELM, WA 98597, USA
315 STELLA CT NW,
YELM, WA 98597, USA313 STELLA CT NW,
YELM, WA 98597, USA
311 STELLA CT NW,
YELM, WA 98597, USA
311 CULLENS RD SE,
YELM, WA 98597, USA
CULLENS ST NW
C
O
A
T
E
S
A
V
E
N
W
←D
R
I
V
E
W
A
Y
→
←D
R
I
V
E
W
A
Y
→
←D
R
I
V
E
W
A
Y
→
←D
R
I
V
E
W
A
Y
→
←
D
R
I
V
E
W
A
Y
SWSWSW
SWSWSW
A A A A A A A A A A A A A
POLE-3 POLE-4
POLE-5
76'
197'
91'
38
'
R
DIGALERT
CA
R
I
N
G
P
L
A
C
E
S
20
2
C
U
L
L
E
N
S
S
T
N
W
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
8
0
1
0
4
8
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:MDD
05/14/2024
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
5
5
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
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 5
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.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).
8.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 PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X XO
N
E
L
A
N
E
R
O
A
D
A
H
E
A
D
R
O
A
D
W
O
R
K
A
H
E
A
D
X
L
I
M
I
T
S
P
E
E
D
R
2
-
1
2
5
F
L
A
G
G
E
R
XX
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
X
X
ONE
LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
X
LIMIT
SPEED R2-1
25
FLAGGER
SP
O
T
T
E
R