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TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
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� CONCRETE PAD LIGHT BASE AND
J y TYPE 1 JUNCTION BOX
--- - - - --- PVC CONDUIT (SEE WIRING SCHEDULE)
® TYPE 1 JUNCTION BOX WITH
9 J3 _o CONCRETE PAD
WIRE NOTE
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CONSTRUCTION NOTE
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WIRING SCHEDULE
RUN
POLE
ID NO.
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
1,
1.5" PVC (SCHEDULE 40)
2 — #8
PAD ELEVATION
1.5" PVC (SCHEDULE 40)
2 — #8, 1 — #8 BARE
1
EXISTING 1.5" PVC (SCHEDULE 80)
1 2 — #8
CONSTRUCTION NOTES
OROUTE CONDUIT INTO JUNCTION BOX INSTALLED BY OTHERS AND SPLICE
TO ILLUMINATION CIRCUIT INSTALLED BY OTHERS.
20 INSTALL INDIVIDUAL JUNCTION BOX AT END OF EXISTING ROAD CROSSING CONDUIT.
II
40 0 40 80
sccle feet
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
CIRCUIT
NO.
LAMP
WATTAGE
LAMP DISTRIBUTION
TYPE TYPE
MOUNTING
HEIGHT
MAST
ARM
PAD ELEVATION
J —BOX END
(NORTH)
LUMINAIRE END
(SOUTH)
1
2545F
6 +81
28.5' LT.
*
250
HPS
M —C —III
35'
8'
138.0
138 O___
2
1 2543F
8 +36
28.5' LT.
*
250
HPS
M —C —III
35'
8'
136.0
135.9
3
2541F
9 +89
285 LT.
*
250
HPS
M —C —III
35'
8'
133.7
133.6
4
9539F
11 +42
28.5' LT.
*
250
HPS
M —C —III
35'
8'
131.2
131.0
5
2537F
12 +95
28.5' LT.
*
250
HPS
M —C —III
35'
8'
122.5
1 122.3
6
2535E
1 1 +25
23' RT.
*
250
HPS
M —C —III
35'
8'
i 111.2 EAST
110.1 (WESTI
* CIRCUIT IS AN EXTENSION OF EXISTING CIRCUIT TO BE CONSTRUCTED BY THE
PROPERTY TO THE NORTH ON THE EAST SIDE OF TALBOT RD.
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TRANSPORTATION PLANNING
& ENGINEERING, INC.
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A PORTION OF THE SW 1/4 OF THE SE 4 OF SECTION 31 TOWNSHIP 23 NORTH RANGE 5 EAST
-BEGIN FULL 2 WAY TURN STRIPING
STA 3 +22.36
-BAKE MARKERS
-TURN MARKERS
-t u M IUKN u L CONTINUE TURN LANE TAPER
-BEGIN TURN LANE TAPER
1.1
MARKERS
MARKERS
-BEGIN CENTER STRIPING
STA 5+42.36
o -END BIKE LANE STRIPING �a ��
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EXPIRES: MAY 6, 1999
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TALBOT ROAD S. N PROJECT NO.
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TLR
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ui ISSUE DATE
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REVISION
RENSIONS: XX -XX -XX o PACIFIC E I�GINEERING DESIGN INC.' C!V!L ENGINEERING AND
PLANNING CONSULTANTS
SCANNED SEP 13 2002
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REVISIONS : XX -XX -XX
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A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST
O TALBOT ROAD S.
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T - ?7 ?303
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EXPIRES: MAY 6, 195
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97 -18
PRO.IFr.T NO.
DRAWN BY
02 -03 -99
ISSUE DATE
SHEET REVISION
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PACIFIcENGINEERING DESIGN INC. CIVIL ENGINEERING AND
PLANNING CONSULTANTS
SCANNED SEP 13 2002
4 77 V R 44's
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GENERAL NOTES
a_ 1. ALL PAVEMENT MARKING WORK AND MATERIAL SHALL CONFORM TO THE
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION (SEC. 8 -22 & 9 -21),
a LASTEST EDITION, EXCEPT AS NOTED.
0
2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
m AS ADOPTED BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION ( WSDOT).
3. FOR STRIPING DETAILS AND RAISED PAVEMENT MARKER (RPM) PLACEMENT,
REFER TO WSDOT STANDARD PLANS H -3 & H3A SHEETS 1 & 2.
4, FOR CROSSWALK LAYOUT & DETAILS REFERENCE THE CURRENT MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SECTION 38 -15,
FIGURE 3 -14.
5, FOR TRAFFIC ARROW PLACEMENT AND DETAILS REFER TO WSDOT STANDARD
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PLANS H -3A AND H -5C.
O S. ALL STRIPE SHALL BE PAINT, EXCEPT AS NOTED.
_D
T 7. ALL STATIONS AND OFFSETS REFERENCES THE ROAD CONSTRUCTION CENTERLINE.
B. REMOVE EXISTING PAVEMENT MARKINGS FROM STA. 126 +44.69 TO STA, 141 +75.
„eo. (t, -,7.-#
REVISIONS : XX -XX -XX
4" WIDE PAINT STRIPE (WHITE)
4" WHITE TYPE 'I' LINE MARKERS
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
LANE LINE
8" (0.67) 8" WIDE PAINT STRIPE (WHITE)
�I I 4" WHITE TYPE T LINE MARKERS
3.0'
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
24.0'
kr
SPEED LIMIT 25 MPH 200' O.C.
SPEED I= 30 -35 MPH — 25W O.C.
SPEED LIMIT 40 -45 MPH — 300' O.C.
NUMBER OF 2 - WAY LEFT TURN ARROWS
APPROACH LINE LENGTH ARROW LOCATIONS
50'-125' 2 ARROWS (20" BACK & END OF APPROACH LINE)
NUMBER AND LOCATIONS OF ARROWS
RO.25'
R0.50'
2.50' R0.33'
O
3.00'
CYCLE SYMBOL
WHITE
24"
STOP LINE
4" WIDE PAINT STRIPE (YELLOW)
4" WIDE PAINT STRIPE (YELLOW)
4" (0.17') .-Ir
I
yellow and red
(� 15.0`
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4.00
4" WIDE PAINT STRIPE (YELLOW)
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STA. # 4" WIDE PAINT STRIPE (YELLOW)
4" YELLOW TYPE 'd' LINE MARKERS
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4" YELLOW TYPE 'lid' LINE MARKERS
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(REEL)
0
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TWO -WAY LEFT TURN LANE
GENERAL NOTES
a_ 1. ALL PAVEMENT MARKING WORK AND MATERIAL SHALL CONFORM TO THE
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION (SEC. 8 -22 & 9 -21),
a LASTEST EDITION, EXCEPT AS NOTED.
0
2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
m AS ADOPTED BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION ( WSDOT).
3. FOR STRIPING DETAILS AND RAISED PAVEMENT MARKER (RPM) PLACEMENT,
REFER TO WSDOT STANDARD PLANS H -3 & H3A SHEETS 1 & 2.
4, FOR CROSSWALK LAYOUT & DETAILS REFERENCE THE CURRENT MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SECTION 38 -15,
FIGURE 3 -14.
5, FOR TRAFFIC ARROW PLACEMENT AND DETAILS REFER TO WSDOT STANDARD
z
PLANS H -3A AND H -5C.
O S. ALL STRIPE SHALL BE PAINT, EXCEPT AS NOTED.
_D
T 7. ALL STATIONS AND OFFSETS REFERENCES THE ROAD CONSTRUCTION CENTERLINE.
B. REMOVE EXISTING PAVEMENT MARKINGS FROM STA. 126 +44.69 TO STA, 141 +75.
„eo. (t, -,7.-#
REVISIONS : XX -XX -XX
4" WIDE PAINT STRIPE (WHITE)
4" WHITE TYPE 'I' LINE MARKERS
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
LANE LINE
8" (0.67) 8" WIDE PAINT STRIPE (WHITE)
�I I 4" WHITE TYPE T LINE MARKERS
3.0'
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
24.0'
kr
SPEED LIMIT 25 MPH 200' O.C.
SPEED I= 30 -35 MPH — 25W O.C.
SPEED LIMIT 40 -45 MPH — 300' O.C.
NUMBER OF 2 - WAY LEFT TURN ARROWS
APPROACH LINE LENGTH ARROW LOCATIONS
50'-125' 2 ARROWS (20" BACK & END OF APPROACH LINE)
NUMBER AND LOCATIONS OF ARROWS
RO.25'
R0.50'
2.50' R0.33'
O
3.00'
CYCLE SYMBOL
WHITE
24"
STOP LINE
4" WIDE PAINT STRIPE (YELLOW)
WHITE - 4"
�I
4" (0.17') .-Ir
I
yellow and red
—
I 4" YELLOW TYPE 'I' LINE MARKERS
4" YELLOW TYPE 'lid' LINE MARKERS (REEL.)
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4.00
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DOUBLE YELLOW CENTER LINE
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4" WIDE PAINT STRIPE (YELLOW)
4" YELLOW TYPE 'd' LINE MARKERS
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4" YELLOW TYPE 'lid' LINE MARKERS (REFL)
II
NUMBER OF 2 - WAY LEFT TURN ARROWS LOCATION
GENERAL NOTES
a_ 1. ALL PAVEMENT MARKING WORK AND MATERIAL SHALL CONFORM TO THE
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION (SEC. 8 -22 & 9 -21),
a LASTEST EDITION, EXCEPT AS NOTED.
0
2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
m AS ADOPTED BY THE WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION ( WSDOT).
3. FOR STRIPING DETAILS AND RAISED PAVEMENT MARKER (RPM) PLACEMENT,
REFER TO WSDOT STANDARD PLANS H -3 & H3A SHEETS 1 & 2.
4, FOR CROSSWALK LAYOUT & DETAILS REFERENCE THE CURRENT MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SECTION 38 -15,
FIGURE 3 -14.
5, FOR TRAFFIC ARROW PLACEMENT AND DETAILS REFER TO WSDOT STANDARD
z
PLANS H -3A AND H -5C.
O S. ALL STRIPE SHALL BE PAINT, EXCEPT AS NOTED.
_D
T 7. ALL STATIONS AND OFFSETS REFERENCES THE ROAD CONSTRUCTION CENTERLINE.
B. REMOVE EXISTING PAVEMENT MARKINGS FROM STA. 126 +44.69 TO STA, 141 +75.
„eo. (t, -,7.-#
REVISIONS : XX -XX -XX
4" WIDE PAINT STRIPE (WHITE)
4" WHITE TYPE 'I' LINE MARKERS
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
LANE LINE
8" (0.67) 8" WIDE PAINT STRIPE (WHITE)
�I I 4" WHITE TYPE T LINE MARKERS
3.0'
4" WHITE TYPE 'Ile LINE MARKERS (REEL)
24.0'
kr
SPEED LIMIT 25 MPH 200' O.C.
SPEED I= 30 -35 MPH — 25W O.C.
SPEED LIMIT 40 -45 MPH — 300' O.C.
NUMBER OF 2 - WAY LEFT TURN ARROWS
APPROACH LINE LENGTH ARROW LOCATIONS
50'-125' 2 ARROWS (20" BACK & END OF APPROACH LINE)
NUMBER AND LOCATIONS OF ARROWS
RO.25'
R0.50'
2.50' R0.33'
O
3.00'
CYCLE SYMBOL
WHITE
24"
STOP LINE
TYPE 2a
WHITE - 4"
�I
TYPE 2c
yellow and red
EDGE OF ROAD LINE
yellow and yellow
A + + A
B B
TYPE 1
4.00
TYPE 2
0.7' I— 0.08, 0.7' r 0.08'
20.00'
J4.00'L 4.00'L
RAISED PAVEMENT MARKERS (RPM)
RPM TYPE 2
RAISED FACE COLORS
TYPE 2a
wite and red
TYPE 2c
yellow and red
TYPE 2d
yellow and yellow
TYPE 2e
white one side only
TYPE 2f
yellow one side only
3.00' \.50' L_
M N
M
R =2.25 I
3.17'
1.00'
T -?7 ?304
(EXPIRES: MAY 6, 1999 1 1
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97 -18
PROJECT NO.
TLR
DRAWN BY
02 -03 -99
ISSUE DATE
SHEET REVISION
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C 0 ; T- a 2= ? °A SCANNED SEP 13 2002
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