HomeMy WebLinkAboutzT-3521Set0
0
PHASE DIAGRAM
III
m
m
m
DISPLAY NOTES
PEDESTRIAN MOVEMENT
VEHICULAR THROUGH AND
LEFT TURN MOVEMENT
RECORD DRAWING
° w INFORMATION SHOWN ON RECORD DRAWINGS FOR
n _ LOCATIONS AND ELEVATIONS OF FEATURES WERE
o N CD ' ® PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AND
W
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE
TRAFFIC SIGNAL NOTES ACCURACY OF THIS INFORMATION
WIRE SCHEDULE
1.
ALL MAST ARM VEHICLE HEADS SHALL BE
7C
5C
YELLOW POLYCARBONATE WITH 12" LENS,
3CS
2CS
BACKPLATES (PAINTED BLACK ON FRONT
105
#6
AND YELLOW ON BACK) AND TYPE M
/
2"
MOUNTS, PER WSDOT STD. PLAN J -6g.
NAME SIGN, ONE PEDESTRIAN SIGNAL HEAD, AND ONE, 240 VOLT, 250 WATT, TYPE TR20, HP5
2.
ALL PEDESTRIAN HEADS SHALL HAVE TYPE
166
ON POLE
E MOUNTS, PER WSDOT STD. PLAN J -6f.
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J- 28.30 -00. PROVIDE DECORATIVE LUMINAIRI...
3.
ALL PEDESTRIAN HEADS SHALL PROVIDE A
1
2"
COUNTDOWN DURING PEDESTRIAN CLEARANCE
107
Oa
INTERVALS.
4.
ALL VEHICLE HEAD INDICATIONS AND
3
6.
PEDESTRIAN INDICATIONS SHALL BE LIGHT
2
EX.
EMITTING DIODE (LED).
,�B
2„
CONSTRUCT COMBINED CONTROLLER /BBS /CONTACTOR FOUNDATION PER DETAIL ON SHEET
w
1
EXISTING SIGNS TO THE ENGINEER
PEDESTRIAN MOVEMENT
VEHICULAR THROUGH AND
LEFT TURN MOVEMENT
RECORD DRAWING
° w INFORMATION SHOWN ON RECORD DRAWINGS FOR
n _ LOCATIONS AND ELEVATIONS OF FEATURES WERE
o N CD ' ® PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AND
W
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE
TRAFFIC SIGNAL NOTES ACCURACY OF THIS INFORMATION
WIRE SCHEDULE
PROJECT ENGINEER:
DESIGNED BY: KJP
DRAWN BY: KJP
CHECKED BY: JJGU
n.w ccnm n, 07/20/10
I
IUD
T- 352101
7 -7 -10 (RECORD DRAWINGS
DATE I REVISIONS
APPRVD.
1 r
--I
12
W
Q
U
Q
W
U
D
H
Q
C0
1101
o
CONDUIT
LOOP
7C
5C
2C
3CS
2CS
#10
#8
#6
#2
/
2"
SEE SHEET RD01 FOR ROADWAY AND CHANNELIZATION NOTES.
NAME SIGN, ONE PEDESTRIAN SIGNAL HEAD, AND ONE, 240 VOLT, 250 WATT, TYPE TR20, HP5
2
1
1
ON POLE
O3
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J- 28.30 -00. PROVIDE DECORATIVE LUMINAIRI...
1 13
POLE WITH TWO PEDESTRIAN SIGNAL HEADS AND 'ONE, 240 VOLT, 250 WATT, TYPE TR20, HPS'
1
2"
_ss
TWO BANNER SAVER BRACKETS AND RODS.
Oa
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -7a. PROVIDE TYPE SD SIGNAL POLE WITH
TWO MAST ARMS. PROVIDE ONE 30 FOOT MAST ARM WITH TWO VEHICLE SIGNAL HEADS, ONE
GENERALNOTES
3
6.
VEHICLE SIGNAL HEADS, ONE EVP DETECTOR, AND ONE STREET NAME SIGN. PROVIDE ONE
2
EX.
SPARE
DECORATIVE LUMINAIRE ARM. INSTALL NEW R6 -1R 36 "X12" "ONE WAY" SIGN ON POLE
I
2„
CONSTRUCT COMBINED CONTROLLER /BBS /CONTACTOR FOUNDATION PER DETAIL ON SHEET
w
1
EXISTING SIGNS TO THE ENGINEER
TERMINATE ALL FIELD WIRING. SEE SPECIAL PROVISIONS AND WIRING DIAGRAM.
I
— O
PROVIDE BATTERY BACKUP SYSTEM (BBS) /CONTACTOR CABINET AND APPURTENANCES PER
DETAIL ON SHEET TS05.
CONTRACTOR TO COORDINATE WITH THE ENGINEER ON THE USE OF EXISTING CONDUIT PRIOR TO INSTALLATION.
3
2"
SIGNAL AND LIGHTING POLES SHALL HAVE BLACK POWDER COAT PAINT OVER GALVANIZING.
3
3A
2"
1
EX. 1.5"
2
4
EX. 2"
3
2"
3
2
2
5
2"
3
3"
6
2
2
6
3"
3
7
2'
2
8
NOT USED
9
2"
3
4"
11
3
3
10
2 "
3
3"
SPARE
11
2"
1
3
2"
3
1 1
1
12
3"
SPARE
13
EX. 4"
14
3"
I SPARE
PROJECT ENGINEER:
DESIGNED BY: KJP
DRAWN BY: KJP
CHECKED BY: JJGU
n.w ccnm n, 07/20/10
I
IUD
T- 352101
7 -7 -10 (RECORD DRAWINGS
DATE I REVISIONS
APPRVD.
1 r
--I
12
W
Q
U
Q
W
U
D
H
Q
C0
1101
o
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J- 28.30 -00. PROVIDE DECORATIVE LUMINAIRE]]
EXISTING SIGNAL SYSTEM TO BE MAINTAINED IN OPERATION UNTIL NEW SYSTEM IS READY FOR TURN —ON.
00
IL
LUMINAIRE. INSTALL NEW R6 -1L 36 "X12" "ONE WAY" SIGN AND RELOCATE EXISTING " RENTON
O
TRAIN DEPOT" SIGN ON POLE. PROVIDE AND INSTALL TWO BANNER SAVER BRACKETS AND
w
RODS.
0
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -7a. PROVIDE TYPE III SIGNAL POLE WITH
N
I
M9
Ira
14
tI
O
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J- 28.30 -00. PROVIDE DECORATIVE LUMINAIRE]]
EXISTING SIGNAL SYSTEM TO BE MAINTAINED IN OPERATION UNTIL NEW SYSTEM IS READY FOR TURN —ON.
POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE, 240 VOLT, 250 WATT, TYPE TR20, HPS
4' ST
LUMINAIRE. INSTALL NEW R6 -1L 36 "X12" "ONE WAY" SIGN AND RELOCATE EXISTING " RENTON
O
TRAIN DEPOT" SIGN ON POLE. PROVIDE AND INSTALL TWO BANNER SAVER BRACKETS AND
IO
RODS.
O2
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -7a. PROVIDE TYPE III SIGNAL POLE WITH
/
ONE 19 FOOT MAST ARM, TWO VEHICLE SIGNAL HEADS, ONE EVP DETECTOR, ONE STREET
SEE SHEET RD01 FOR ROADWAY AND CHANNELIZATION NOTES.
NAME SIGN, ONE PEDESTRIAN SIGNAL HEAD, AND ONE, 240 VOLT, 250 WATT, TYPE TR20, HP5
»
LUMINAIRE ON A DECORATIVE LUMINAIRE ARM. INSTALL NEW R6 -1L 36 "X12" "ONE WAY" SIGN
t2
ON POLE
O3
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J- 28.30 -00. PROVIDE DECORATIVE LUMINAIRI...
1 13
POLE WITH TWO PEDESTRIAN SIGNAL HEADS AND 'ONE, 240 VOLT, 250 WATT, TYPE TR20, HPS'
14
LUMINAIRE. INSTALL NEW R6 -1R 36 "X12" "ONE WAY" SIGN ON POLE. PROVIDE AND INSTALL
_ss
TWO BANNER SAVER BRACKETS AND RODS.
Oa
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J -7a. PROVIDE TYPE SD SIGNAL POLE WITH
TWO MAST ARMS. PROVIDE ONE 30 FOOT MAST ARM WITH TWO VEHICLE SIGNAL HEADS, ONE
GENERALNOTES
EVP DETECTOR, AND ONE STREET NAME SIGN. PROVIDE ONE 31 FOOT MAST ARM WITH TWO
6.
VEHICLE SIGNAL HEADS, ONE EVP DETECTOR, AND ONE STREET NAME SIGN. PROVIDE ONE
PEDESTRIAN SIGNAL HEAD, AND ONE, 240 VOLT, 250 WATT, TYPE TR20, HPS LUMINAIRE ON AI,
DECORATIVE LUMINAIRE ARM. INSTALL NEW R6 -1R 36 "X12" "ONE WAY" SIGN ON POLE
I
O5
CONSTRUCT COMBINED CONTROLLER /BBS /CONTACTOR FOUNDATION PER DETAIL ON SHEET
w
TS05 AND PROVIDE ONE TYPE P CONTROLLER CABINET, CONTROLLER, AND APPURTENANCES.
EXISTING SIGNS TO THE ENGINEER
TERMINATE ALL FIELD WIRING. SEE SPECIAL PROVISIONS AND WIRING DIAGRAM.
I
— O
PROVIDE BATTERY BACKUP SYSTEM (BBS) /CONTACTOR CABINET AND APPURTENANCES PER
DETAIL ON SHEET TS05.
S. 3rd ST. SR 90 0) O PROVIDE JUNCTION BOX PER WSDOT STD. PLAN J -11c
O
REMOVE EXISTING LUMINAIRE POLE, TRAFFIC SIGNAL HEADS, LUMINAIRE AND POLE FOUNDATION(
EXISTING SIGNAL SYSTEM TO BE MAINTAINED IN OPERATION UNTIL NEW SYSTEM IS READY FOR TURN —ON.
TO A DEPTH OF 2 FEET BELOW FINISHED GRADE.'-
4' ST
O
PULL NEW WIRE THROUGH EXISTING JUNCTION BOX AND CONDUITS.
IO
SALVAGE THE EXISTING TRAFFIC SIGNAL CONTROL CABINET AND CONTENTS MOUNTED ON
EXISTING POLE AND DELIVER THE CABINET AND CONTENTS UNDAMAGED TO THE CITY AS
/
DIRECTED BY THE ENGINEER.
SEE SHEET RD01 FOR ROADWAY AND CHANNELIZATION NOTES.
»
ADJUST EXISTING JUNCTION BOX TO GRADE.
t2
COORDINATE NEW POWER SOURCE CONNECTION THROUGH NEW KNOCKOUT IN EXISTING VAULT
i,\ 1
WITH PSE
1 13
REMOVE EXISTING JUNCTION BOX. PULL NEW WIRE THROUGH EXISTING CONDUITS.
14
CONSTRUCT FOUNDATION PER WSDOT STD. PLAN rJ -7a. PROVIDE TYPE I SIGNAL POLE WITH
ONE PEDESTRIAN SIGNAL HEAD.
15
CONSTRUCT FOUNDATION IN ACCORDANCE WITH DETAIL ON SHEET TS05. PROVIDE TYPE I
SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD.
GENERALNOTES
/
j
1.
EXISTING SIGNAL SYSTEM TO BE MAINTAINED IN OPERATION UNTIL NEW SYSTEM IS READY FOR TURN —ON.
j
2.
SEE SHEET LGO1 FOR LEGEND.
/
/
3.
SEE SHEET RD01 FOR ROADWAY AND CHANNELIZATION NOTES.
4.
SEE SHEET TS02 FOR WIRING DIAGRAM.
5.
SEE SHEET TS03 FOR SIGNAL POLE SPECIFICATIONS.
/
6.
SEE SHEET TSO4 FOR ILLUMINATION POLE FOUNDATION REINFORCEMENT DETAIL.
7,
STREET SIGNS PER C.O.R. STD DWG G011. SEE SHEET TSO4 FOR SIGN SPECIFICATIONS. SALVAGE AND PROVIDE
/
/
EXISTING SIGNS TO THE ENGINEER
8.
SEE SHEET TS05 FOR CABINET PAD ORIENTATION DETAIL.
9.
CONTRACTOR TO COORDINATE WITH THE ENGINEER ON THE USE OF EXISTING CONDUIT PRIOR TO INSTALLATION.
10.
SIGNAL AND LIGHTING POLES SHALL HAVE BLACK POWDER COAT PAINT OVER GALVANIZING.
PLANS PREPARED BY:
City of Renton DAVID EVANS
Department of Public Works o a AND ASSOC IATES INc.
1055 S. Grady Way O aft Arm SE
8elewe xw* 4 ton .6505 3518
Renton, Washington 98057
SOUTH 3RD ST. AND SHATTUCK AVE SOUTH
INTERSECTION SAFETY IMPROVEMENTS
TRAFFIC SIGNAL PLAIN
SHEET TS01
iii
X
O
Lq!ff SEWN tj
PROJECT ENGINEER: KAHA
DESIGNED BY:
KIP
DRAWN BY:
KIP
CHECKED BY:
JJGU
DATE PLOTTED:
07/20/10
FILE:
08TTTS02RI
410
�a 2 - #8
5C
-AKER
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7 -7 -10 (RECORD DRAWINGS
DATE I REVISIONS
POLE
NO.3
5C
0 POLE
NO.2
N U
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Ita];ill7
5C --T--T-T-T-)
w O O 3 CO
w o o
z Q O
BBS /SERVICE 3
CABINET 0
SPEAKER
9
:ONTROLLER POLE
CABINET NOAA
SPEAKER
U
N
J N
zw
gz
Of
Uj
I- ¢
U
POY
SOU(
I I
I I
I I
L J
5C
5C
D EVP
m3
EVP orJ
CONFIRMATORY l l 3CS
INDICATOR LIGHT
2C
m 3 EVP
CONFIRMATORY
INDICATOR LIGHT
S 3RD ST.
.1
0
I
N
POLE
NOAA
5C
• ] �-
INFORMATION SHOWN ON RECORD DRAWINGS
LOCATIONS AND ELEVATIONS OF FEATURES W
PROVIDED BY THE CITY OF RENTON AND /OR
CONSTRUCTION CONTRACTOR. DAVID EVANS
ASSOCIATES INC. ASSUMES NO LIABILITY FOR
ACCURACY OF THIS INFORMATION
00
SPEAKER
t
0
t
5C
POLE
NOA
M
11
SC
EVP
CONFIRMATORY
INDICATOR LIGHT
B�W
PLANS PREPARED BY:
City of Renton
Department of Public Works DAVID ASSOCIATES � Q AND INC.
40 -118th Avenue 8E
1055 S. Grady Way n 0 wa, 425.5 X0°5 ��
Renton, Washington 98057 axssl�.s5oo
UrU
�oc�m
N
T- 352102
SOUTH 3RD ST. AND SHATTUCK, AVE SOUTH
INTERSECTION SAFETY IMPROVEMENTS
WIRING DIAGRAMi'
SHEET TS02
¢r
131LU
Z W z
of m
¢
EVP
CONFIRMATORY
INDICATOR LIGHT
B�W
PLANS PREPARED BY:
City of Renton
Department of Public Works DAVID ASSOCIATES � Q AND INC.
40 -118th Avenue 8E
1055 S. Grady Way n 0 wa, 425.5 X0°5 ��
Renton, Washington 98057 axssl�.s5oo
UrU
�oc�m
N
T- 352102
SOUTH 3RD ST. AND SHATTUCK, AVE SOUTH
INTERSECTION SAFETY IMPROVEMENTS
WIRING DIAGRAMi'
SHEET TS02
a
0
FOUNDATION DEPTH TABLE
40'
45'
XYZ (CUBIC FEET)
ALLOWABLE LATERAL
MOUNTING
HEIGHT(FT)
MIN,
BEARING PRESSURE
FOUNDATION
TYPE 11,111 AND SD MAST ARM STANDARDS
(PSO
TYPE
600
1 900
1,200
1 1,500
1 1,900
2,300
19.2'
3' ROUND
10'
10'
11'
11'
13'
15'
1,000
3' SQUARE
8'
8'
9'
9'
10'
11'
17,0'
4' ROUND
8'
8'
9'
9'
10'
11'
0
3' ROUND
8'
8'
9'
ll'
13'
15'
1,500
3' SQUARE
7'
7'
7'
8'
8'
9'
1916'
4' ROUND
7'
7'
7'
8'
8'
9'
180
3' ROUND
6'
6'
7'
11'
2,500
3' SQUARE
6'
6'
6'
6'
T
T
1
4' ROUND
6'
1 6'
6'
THIS TABLE BASED ON A / O/ALUE OF 26. FOR DOUBLE MAST ARM STANDARDS
WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION
DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE
ARM STANDARDS IF THE ANGLE IS NOT 90'.
3/4" CHAMFER
1
I
UNPAVEC
SURFACE
CLASS 3000
CONCRETE
8 NO. 8 BARS
EQUALLY SPACED
E ORIENTATION
Poi E2 �F
�o
�
,9a'
C
O O
180°
U
W *90I-
C9
z 90° 270'
Q
r
z E1 Gy
O
0 0°
Y1-
"may O O
ANCHOR BOLT PLATE
tiv
b
b
���SN ROpS
ATTACHMENT
POINT
ALL HANDHOLES
AT 180° FROM E1
SPECIAL DESIGN POLE
TION STATION
3/8 " DIA. PLASTIC DRAIN TUBE �W POLE ORIENTATION ANGLE (P.O.A.)
POLE ORIENTATION DEGREES CLOCKWISE FROM OFFSET
LINE TO POLE ORIENTATION LINE
GROUT PAD THICKNESS= LINE (SETS ANCHOR BOLT ORIENTATION)
0 NUT HT. +1" MAX PAVED POLE ORIENTATION AND
InL SURFACE ATTACHMENT POINT DETAIL
- 2 1/2 CL
#4 HOOPS, RD. OR SQ.
AT 1' -0" APPROX. CTRS.
3' SQ. OR RD., OR 4' RD.
FOUNDATION DETAIL
T -351 103
H
Lit
U p
z
0 o
N
z
0
0
NInTCC
i
O
T
0
1
0
TYPE 1
LEGEND
a. Vehicle Display
b. Sign
c. Street Name Sign
d. Pre -Empt Detector
and Confirmation Light
e. Deleted (10/22/90)
f. Luminaire
g. Pedestrian Display
h. Cabinet
i. PPB -M
j. Handhole
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
EXAMPLE
STD. NO. XX SIGNAL STANDARD NO.
SRXXX, MP XXX.XX STATE ROUTE AND
MANUFACTURER MILE POST NO.
APPROVED DWG. XXXXXX APPROVED DRAWING N0,
FAB. X /XX /XXXX FABRICATION DATE
NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2)
0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6"
ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED
WITHIN 6" OF THE POLE SHAFT CONNECTION POINT, TEXT SHALL
BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED.
U MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART.
O FIELD INSTALLED.
B1
BZ
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB12345
FAB. 6/14/2002
B3 B4
b
D
POWDER BLACK FINISH
B6 /
137
b �---
a
SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE
TYPE II
MAST ARM
SIGNAL STANDARD
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
ROADWAY
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
TYPE IV
STRAIN POLE
STANDARD
B9 B10
0. ( a
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AND
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE
ACCURACY OF THIS INFORMATION
I]
/ Ir a r
or
b
H h H
G9 gG
0
H hH N
CID �+
z r1 r
TYPE V
COMBINATION LIGHTING
AND STRAIN
POLE STANDARD
cu
Q
3 OR EDGE OF SHOULDER
TYPE SD
SPECIAL DESIGN STANDARD
SIGNAL STANDARD DETAIL CHART
40'
45'
50'
1 53' -150'
MOUNTING
HEIGHT(FT)
MIN,
MAX.
MIN,
MAX.
MIN.
MAX,
MIN.
MAX.
3 SECTIDN 12'
16.5
17.5'
16.5
19.2'
16,5
20.9'
16.5
22.0'
B3
B4
B5
B6
B9
B11
B1
B2
B3
4 SECTION 12'
16.5
17,0'
16.5
1810'
165
193'
16.5
20.8'
X
0
LUM
NA
35
5 SECTION 12'
16.5
17.0'
16.5
17.5'
16.5
18.5'
16.5
1916'
3' -7 1/2"
0
180
270
TYPE II
MAST ARM
SIGNAL STANDARD
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
ROADWAY
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
TYPE IV
STRAIN POLE
STANDARD
B9 B10
0. ( a
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AND
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE
ACCURACY OF THIS INFORMATION
I]
/ Ir a r
or
b
H h H
G9 gG
0
H hH N
CID �+
z r1 r
TYPE V
COMBINATION LIGHTING
AND STRAIN
POLE STANDARD
cu
Q
3 OR EDGE OF SHOULDER
TYPE SD
SPECIAL DESIGN STANDARD
SIGNAL STANDARD DETAIL CHART
STD.
No.
®
ALIGNMENT LOCATION
FIELD LOCATION
-TYPE
MOUNTING
HEIGHT(FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM(FT)
C
POLE ATTACHMENT POINT ANGLES (deg)
D E1 E2 F G1 G2 H 1 11 12
FOUNDATION
DEPTHS(FT)
3' RD. 3' SO. 4' RD.
REMARKS
OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT)
WINDLOAD AREAS (FT)2 (X)(Y)
(X)(Y)(Z)
STATION
OFFSET
LT.
RT.
P.O.A.
At
A2
B1
B2
B3
B4
B5
B6
B9
B11
B1
B2
B3
B4
B9
B11
TOTAL(FT
1
S. 3RD ST.
16 +32
23.0'
X
0
LUM
NA
35
3' -7 1/2"
0
180
270
LUMINAIRE POLE, DECORATIVE
LUM. AND ARM
1A
S. 3RD ST.
16 +16.5
38'
X
1
0
180
270
2
S. 3RD ST.
15 +73.5
40'
X
0
III
18.0
35
19
11
15
6
8.7
8.7
6.3
299
8
90
90
180
270
180
10
8
DECORATIVE LUM. AND ARM
2A
S. 3RD ST.
15 +65
23.5'
X
I
3
S. 3RD ST.
15 +72
25.5'
X
0
LUM
NA
35
3' -7 1/2"
0
90
180
LUMINAIRE POLE, DECORATIVE
LUM. AND ARM
4
S. 3RD ST.
1
16 +32
24'
X
0
SD
18.0
35
31
23
27
12
8.7
8.7
6.3
545
16
90
90
180
270
180
DUAL MAST ARMS,
DECORATIVE LUM. AND ARM
18.0
30
18
24
12
1 8.7
8.7
11.9
613
1
1
0
10
8
4A
S. 3RD ST.
16 +20
40'
X
I
PROJECT ENGINEER: KAHA
DESIGNED BY:
KJP
DRAWN BY:
KJP
CHECKED BY:
JJGU
DATE PLATTED:
07/20/10
FILE:
09TTTS03RI
7 -7 -10 1RECORD DRAWINGS IKAHA
DATE I REVISIONS I APPRVD.
PLANS PREPARED BY:
City of Renton
Department of Public Works DAVID EVANS
� Q AnoASSOCiATES Inc.
415 - IM Avenue SE
1055 S. Grady Way Q Sdevue Waft4on 98005 -3518
Phone,, 42.6500
Renton, Washington 98057 e 5.519
SOUTH 3RD ST. AND SHATTUCK AVE SOUTH
INTERSECTION SAFETY IMPROVEMENTS
SIGNAL POLE SPECIFICA1110NS
SHEET TS03
CONDUIT
rn
J
O
a
0_
0
y
( ANCHOR BOLT STRAP TEMPLATE (TYP.)
L SEE ANCHOR BOLT ASSEMBLY DETAIL
STD. PLAN J -lb
x
II II
IL I
4 11
1 lid III I
II 11��
II II
II � II
II �I
II
r
- 4 4
SLOPE DRESSING
X / AS REQUIRED
a
2
I MAX. GROUND SLOPE
ANCHOR BOLT
8 -17 BARS
EVENLY SPACED
94 HOOPS AT
1 " -0 " CENTERS
- .
,.
L L A
3' -0" ROUND
FOUNDATION REINFORCEMENT DETAIL
CONCRETE CAST DIRECTLY AGAINST UNDISTURBED SOIL
ALTERNATE # 1
N.T.S.
PROJECT ENGINEER: KAHA 7 -7 -10 RECORD DRAWINGS KAHA
DESIGNED BY: KJP
DRAWN BY: KJP
DATE PLOTTED: 07/20/10
FILE: IOTTTSO4RENT00000009.dwg
G7Fr�f;4SVL5t,7tG9
APPRVD.
M
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BED SOIL
LIMITS OF STRUCTURE j I
EXCAVATION
IF
OTEMPORARY SLOPE OR SHORE AS REQUIRED
OANY EXPOSED TOP PORTION (]'-6" MAX.) OF THE FOUNDATION
SHALL BE FORMED TO CREATE A SMOOTH CONCRETE SURFACE.
ALL FORMING SHALL BE REMOVED UPON COMPLETION OF
FOUNDATION CONSTRUCTION.
OVER- EXCAVATED AREA SHALL BE BACKFILLED
WITH CONTROLLED- DENSITY- FILL(CDF), OR WITH
SOIL IN ACCORDANCE WITH STD. SPEC. 8- 20.3(2)
ANCHOR BOLT STRAP TEMPLATE (TYP.)
L SEE ANCHOR BOLT ASSEMBLY DETAIL
STD. PLAN J -lb
x
a
� v �
j F
L II I'I III
T
I I!-�I{
II I1�
1
F _jr a
-4
L I �
-0 " A- 3'-0" ROUND
OSLOPE DRESSING
AS REQUIRED
2
I MAX. GROUND SLOPE
f ANCHOR BOLT
8- °7 BARS
EVENLY SPACED
94 HOOPS AT
/1 " -0 " CENTERS
2 " CLR.
(TYP.)
UNDISTURBED SOIL
FOUNDATION REINFORCEMENT AND BACKFILL DETAIL
CONCRETE CAST INSIDE CORRUGATED METAL PIPE STAY- IN-PLACE FORM.
PAPER OR CARDBOARD FORM SHALL NOT BE USED BENEATH THE GROUND SURFACE. O
ALTERNATE # 2
N.T.S.
18'"
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AND
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE
ACCURACY OF THIS INFORMATION
NOTES
1. See Standard Plan J -lb for anchor bolt, slip Bose, fixed
base, and anchor bolt orientation details not shown.
2. Strap templates shall be held in place by nuts and a
4 "X %" square washer, 6 " from the top of the 'foundation
and 3 " from the bottom of the anchor bolts. The square
washer shall be placed between the bottom nut and the
strap template. 12 nuts and 6 washers required per fdn.
3. These foundations ore designed for a minimum of 1,500 PSF
allowable lateral bearing pressure for the Sol 1. A
special foundation shall be required for soil' - with lower
ollowable lateral bearing pressure than 1,500 U. PSF.
4. These foundations are designed for instal lotion on level
ground, or on sloping ground not to exceed 2:1. Slopes
steeper than 2 ;1 require O special design.
5. Slip bases are not required on poles outside of the
Design Clear Zone, nor on poles installed behl'nd traffic
barrier at on offset which exceeds the deflecl.?ion
distance of the barrier system.
6. Light standard pole height shall not exceed 50
7. Installation of 50" pole with double most ormH on a slip
base is not allowed.
8. For installation of a 50" pole with 12 "-0 " max. double
most arms on a fixed base, the foundation shall be 8 "-0 "
deep; for anchor bolts see Standard Plan J -Ib,
9. For foundations within the Design Clear Zone, the slip
base sholI be within 4" above the ground surface.
10. See Std. Pion C -8b for base plate and foundotlion require-
ments when light standards ore mounted on Conc. borr ier.
11. Foundation constructed within Ecology Embankments sholI
be increased in depth by the depth of the Ecology
Embankment.
SIGN SPECIFICATIONS (SEE SHEET TS01)
7�
SHATTUCK AVES III
PLANS PREPARED BY:
City of Renton
Department of Public Works ANCDAVID ASSOCIATES
� Q ATES INC.
�c Grady -118th Avenue SE
1055 S. GraCi�/ Way " O Bdevue Washington 98005 -3516
Phaw. 425.519.6500
Renton, Washington 98057
S1
(SIGNAL POLE NO. 4)
4"
�i 5 3RO5T �� =� T- 352104
S2
(SIGNAL POLES NO. 2 & 4)
NOTE:
STREET NAME LETTERS ARE 8" — SERIES "E"
STREET DESIGNATION LETTERS ARE 4" — SERIES "E "
SIGNS ARE 0.080 GUAGE ALUMINUM
SOUTH 3RD ST. AND SHATt'UCK NAVE SOUTH
INTERSECTION SAFETY IMPROVEMENTS
TRAFFIC SIGNAL DET,
% 36 04f
SHEET TSO4
10 OF 11
WAByi
E01
M
x
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34603
Ar�e80IST68�
g
C'�e +oxAL �
0
( ANCHOR BOLT STRAP TEMPLATE (TYP.)
L SEE ANCHOR BOLT ASSEMBLY DETAIL
STD. PLAN J -lb
x
II II
IL I
4 11
1 lid III I
II 11��
II II
II � II
II �I
II
r
- 4 4
SLOPE DRESSING
X / AS REQUIRED
a
2
I MAX. GROUND SLOPE
ANCHOR BOLT
8 -17 BARS
EVENLY SPACED
94 HOOPS AT
1 " -0 " CENTERS
- .
,.
L L A
3' -0" ROUND
FOUNDATION REINFORCEMENT DETAIL
CONCRETE CAST DIRECTLY AGAINST UNDISTURBED SOIL
ALTERNATE # 1
N.T.S.
PROJECT ENGINEER: KAHA 7 -7 -10 RECORD DRAWINGS KAHA
DESIGNED BY: KJP
DRAWN BY: KJP
DATE PLOTTED: 07/20/10
FILE: IOTTTSO4RENT00000009.dwg
G7Fr�f;4SVL5t,7tG9
APPRVD.
M
w
Z JO
g a
O lY
s o
io
I
i7
BED SOIL
LIMITS OF STRUCTURE j I
EXCAVATION
IF
OTEMPORARY SLOPE OR SHORE AS REQUIRED
OANY EXPOSED TOP PORTION (]'-6" MAX.) OF THE FOUNDATION
SHALL BE FORMED TO CREATE A SMOOTH CONCRETE SURFACE.
ALL FORMING SHALL BE REMOVED UPON COMPLETION OF
FOUNDATION CONSTRUCTION.
OVER- EXCAVATED AREA SHALL BE BACKFILLED
WITH CONTROLLED- DENSITY- FILL(CDF), OR WITH
SOIL IN ACCORDANCE WITH STD. SPEC. 8- 20.3(2)
ANCHOR BOLT STRAP TEMPLATE (TYP.)
L SEE ANCHOR BOLT ASSEMBLY DETAIL
STD. PLAN J -lb
x
a
� v �
j F
L II I'I III
T
I I!-�I{
II I1�
1
F _jr a
-4
L I �
-0 " A- 3'-0" ROUND
OSLOPE DRESSING
AS REQUIRED
2
I MAX. GROUND SLOPE
f ANCHOR BOLT
8- °7 BARS
EVENLY SPACED
94 HOOPS AT
/1 " -0 " CENTERS
2 " CLR.
(TYP.)
UNDISTURBED SOIL
FOUNDATION REINFORCEMENT AND BACKFILL DETAIL
CONCRETE CAST INSIDE CORRUGATED METAL PIPE STAY- IN-PLACE FORM.
PAPER OR CARDBOARD FORM SHALL NOT BE USED BENEATH THE GROUND SURFACE. O
ALTERNATE # 2
N.T.S.
18'"
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AND
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE
ACCURACY OF THIS INFORMATION
NOTES
1. See Standard Plan J -lb for anchor bolt, slip Bose, fixed
base, and anchor bolt orientation details not shown.
2. Strap templates shall be held in place by nuts and a
4 "X %" square washer, 6 " from the top of the 'foundation
and 3 " from the bottom of the anchor bolts. The square
washer shall be placed between the bottom nut and the
strap template. 12 nuts and 6 washers required per fdn.
3. These foundations ore designed for a minimum of 1,500 PSF
allowable lateral bearing pressure for the Sol 1. A
special foundation shall be required for soil' - with lower
ollowable lateral bearing pressure than 1,500 U. PSF.
4. These foundations are designed for instal lotion on level
ground, or on sloping ground not to exceed 2:1. Slopes
steeper than 2 ;1 require O special design.
5. Slip bases are not required on poles outside of the
Design Clear Zone, nor on poles installed behl'nd traffic
barrier at on offset which exceeds the deflecl.?ion
distance of the barrier system.
6. Light standard pole height shall not exceed 50
7. Installation of 50" pole with double most ormH on a slip
base is not allowed.
8. For installation of a 50" pole with 12 "-0 " max. double
most arms on a fixed base, the foundation shall be 8 "-0 "
deep; for anchor bolts see Standard Plan J -Ib,
9. For foundations within the Design Clear Zone, the slip
base sholI be within 4" above the ground surface.
10. See Std. Pion C -8b for base plate and foundotlion require-
ments when light standards ore mounted on Conc. borr ier.
11. Foundation constructed within Ecology Embankments sholI
be increased in depth by the depth of the Ecology
Embankment.
SIGN SPECIFICATIONS (SEE SHEET TS01)
7�
SHATTUCK AVES III
PLANS PREPARED BY:
City of Renton
Department of Public Works ANCDAVID ASSOCIATES
� Q ATES INC.
�c Grady -118th Avenue SE
1055 S. GraCi�/ Way " O Bdevue Washington 98005 -3516
Phaw. 425.519.6500
Renton, Washington 98057
S1
(SIGNAL POLE NO. 4)
4"
�i 5 3RO5T �� =� T- 352104
S2
(SIGNAL POLES NO. 2 & 4)
NOTE:
STREET NAME LETTERS ARE 8" — SERIES "E"
STREET DESIGNATION LETTERS ARE 4" — SERIES "E "
SIGNS ARE 0.080 GUAGE ALUMINUM
SOUTH 3RD ST. AND SHATt'UCK NAVE SOUTH
INTERSECTION SAFETY IMPROVEMENTS
TRAFFIC SIGNAL DET,
% 36 04f
SHEET TSO4
10 OF 11
3 — #
0
PLAN VIEW
COMBINED CONTROLLER BBS /CON TACTOR FOUNDATION
PROJECT ENGINEER
DESIGNED BY: KJP
DRAWN BY: KJP
CHECKED BY: JJGU
DATE PLATTED: 07/20/10
FILE: IITTTS05RE
7 -7 -10 1RECORD DRAWINGS I KAHA
DATE I REVISIONS I APPRVD.
NOTES
1.
Where foundation pad is located within a sidewalk, construct pad
--r
I
I
I
top flush with sidewalk grade, omitting chamfer where top and
---�
I I
I I
I I
sidewalk abut. Make pad flush with back edge of sidewalk. Mount
top shall be finished by a concrete contractor and shall meet the
I I I I I
I I I 1 I
I I I
-- -- F - -0_1 -- - - -,
requirements of section 8 -14.3 in the WSDOT Standard
24
Specifications.
2.
Pad mount design is typical.
3.
Place a silicone seal between the foundation and cabinet.
4.
Anchor bolts and their spacing to be supplied by cabinet
manufacturer and submitted to the engineer for approval.
Sidewalk 5.
Conduit sizes /quantities for the controller and contactor cabinets
shall be installed per the contract plans, plus one 2" spare capped
__ __ _ - -J
i I I
out past the foundation.
6.
Concrete shall be Class 3000.
7.
2" conduit shall be placed from the combined BBS /contactor to
the controller cabinet.
8.
Each cabinet shall have a %" diameter plastic drain pipe.
9.
Locate conduits centrally within the cabinets.
I I I I I
I
o i
Mastic drain
I
o
> I
- - - - - --
Horizontal
COMBINED FOUNDATION
REINF. BAR DIAGRAM
6 Pieces
CONC. CL.
u I I n
u I I n
18"
u n
2 Yz"
EXISTING CONDUIT
NOTE: SEE WSDOT STD. PLAN
J -7A FOR ADDITIONAL DETAILS
24"
\—#6 BAR, 8 %"
O.C. EACH WAY
48"
LUMEC LUMINAIRE TR20 -250
HPS —SG3- 240 -400 OR APPROVED
EQUAL
U ROADWAY
^.,®-•
LUMEC ---/
BRACKET
UN -1A OR
APPROVED
EQUAL
35'
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
POLE 2A FOUNDATION DETAIL
PLANS PREPARED BY:
City of Renton
Department of Public Works AND ASSOCIATES � Q ATES INC.
4% - IM Avenue SE
1055 S. Grady Way Q eelevue Waftoon OW05 -3ft
w, 425.50.6500
Renton, Washington 98057 Pho
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AN[
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THI'I
ACCURACY OF THIS INFORMATION
3' -7.5"
li
22'
•-
i I �LUMEC POLE 85V- 38 —BKTX
8' OR APPROVED EQUAL
ll BOTTOM BANNER SAVER
BRACKET ARM
ANCHOR BOLT FI BOLT
VARIES — {{I / PATTERN SPECIFICATION
SHALL CONFORM TO
MANUFACTURER
TYPICAL STREET LIGHT
FOUNDATION PER WSDOT STD.
PLAN J- 28.30 -00
T- 352105
0 z.s s
SOUTH 3RD ST. AND SHATTUCK AVE SOUTH SHEET TS05
INTERSECTION SAFETY IMPROVEMENTS M
11 OF 11
TRAFFIC SIGNAL PLAN
7-- U.5aWL 10
r -
I
I
I
--r
I
I
I
-- -r- -� - --
I I
I I
I I
---�
I I
I I
I I
I
I
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F -
I I I I I
I I I 1 I
I I I
-- -- F - -0_1 -- - - -,
}
24
I
„
g
I
L___
L__J
1
i
__ __ _ - -J
i I I
I
I 1 I I I
I
I I I I I
I
I I I I I
\—#6 BAR, 8 %"
O.C. EACH WAY
48"
LUMEC LUMINAIRE TR20 -250
HPS —SG3- 240 -400 OR APPROVED
EQUAL
U ROADWAY
^.,®-•
LUMEC ---/
BRACKET
UN -1A OR
APPROVED
EQUAL
35'
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
POLE 2A FOUNDATION DETAIL
PLANS PREPARED BY:
City of Renton
Department of Public Works AND ASSOCIATES � Q ATES INC.
4% - IM Avenue SE
1055 S. Grady Way Q eelevue Waftoon OW05 -3ft
w, 425.50.6500
Renton, Washington 98057 Pho
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AN[
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THI'I
ACCURACY OF THIS INFORMATION
3' -7.5"
li
22'
•-
i I �LUMEC POLE 85V- 38 —BKTX
8' OR APPROVED EQUAL
ll BOTTOM BANNER SAVER
BRACKET ARM
ANCHOR BOLT FI BOLT
VARIES — {{I / PATTERN SPECIFICATION
SHALL CONFORM TO
MANUFACTURER
TYPICAL STREET LIGHT
FOUNDATION PER WSDOT STD.
PLAN J- 28.30 -00
T- 352105
0 z.s s
SOUTH 3RD ST. AND SHATTUCK AVE SOUTH SHEET TS05
INTERSECTION SAFETY IMPROVEMENTS M
11 OF 11
TRAFFIC SIGNAL PLAN
7-- U.5aWL 10