HomeMy WebLinkAboutT-432622DocuSign Envelope ID: FFA9ADCA-D050-445F-B750-15F9271 FC791
W16-7p (LEFT OR RIGHT)
4 DOWNWARD DIAGONAL
ARROW PLAQUE, SEE NOTE 4
14'-0" POLE, SEE NOTE 5
W11-501(12" x 12") CROSS
TRAFFIC MAY NOT STOP USE
CAUTION WHEN CROSSING
SIGN. MATCH PUSH BUTTON
ORIENTATION.
SEE DETAIL, THIS SHEET
PEDESTRIAN PUSH
BUTTON AND SIGN
ASSEMBLY, SEE NOTE 2
SQUARE BASE ASSEMBLY, SEE NOTE
POLE CAP, SEE NOTE 5
W11-2 PEDESTRIAN SIGN
SHOWN. FOR SCHOOL
CROSSWALKS USE S1-1
SCHOOL SIGN, SEE NOTE 4
-RECTANGULAR RAPID
FLASHING BEACON LIGHT
0 0 BAR WITH PEDESTRIAN
CONFIRMATION LIGHT(S),
} SEE NOTE 1
POLE MOUNTED
CONTROLLER CABINET,
SEE NOTE 1
SEE NOTE 3
ELEVATION VIEW
CROSS TRAFFIC
MAY NOT STOP
USE CAUTION
WHEN CROSSING
W11-501
(12" x 12")
PEDESTRIAN SYMBOL HEIGHT - 4" (IN)
BICYCLE SYMBOL HEIGHT - 3" (IN)
LETTERS -1" C SERIES
LEGEND - BLACK
BACKGROUND - FLUORESCENT YELLOW -GREEN
NOTES:
1. RECTANGULAR RAPID FLASH BEACON (RRFB) LIGHT BARS, CABINETS, AND CONTROLLER EQUIPMENT SHALL BE MODEL SC315-G, BY CARMANAH OR APPROVED EQUAL. SEE
MANUFACTURER'S INSTALLATION GUIDE FOR INSTALLATION DETAILS.
2. PEDESTRIAN PUSH BUTTON LOCATION AND ORIENTATION SHALL FOLLOW PROWAG ADA GUIDELINES. BULLDOG PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY SHALL BE
BY POLARA OR APPROVED EQUAL. PUSH BUTTONS SHALL BE BDSP-0I4-Y, YELLOW CIRCULAR BODY. PUSH BUTTON FRAME SHALL BE PBF2C YELLOW HOUSING WITH R10-25
(9" x 12") SIGN, SEE MANUFACTURER'S INSTALLATION GUIDE FOR INSTALLATION DETAILS.
3. SEE STD PLANS 141.2,141.3, $141.5 FOR FOUNDATION DETAILS. FOUNDATIONS SHALL BE POURED AGAINST UNDISTURBED EARTH, SONOTUBES ARE PROHIBITED. ANCHOR
BOLTS SHALL BE BY PELCO OR APPROVED EQUAL. ANCHOR BOLTS SHALL BE AP-1095-GLV, ANCHOR BOLT CAGE WITH HARDWARE, 3/4"-10 x 18" BOLTS, 36" REBAR, 13" BOLT
CIRCLE, AND GALVANIZED.
4. WARNING SIGNS SHALL HAVE FLUORESCENT YELLOW -GREEN BACKGROUND WITH BLACK LEGEND, SIGN SIZES SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
5. SEE STD PLAN 141.4 FOR BASE ASSEMBLY DETAILS. BASE ASSEMBLY, POLE, AND POLE CAP SHALL BE BY PELCO OR APPROVED EQUAL. POLE BASE SHALL BE PB-5334,
13-3/4" x 13-3/4" x 15" ALUMINUM SQUARE BASE ASSEMBLY, WITH ALUMINUM DOOR, NO LOGO,1 HEX BOLT, GROUNDING LUG, 12"MINIMUM TO 14.5" MAXIMUM BOLT CIRCLE,
AND PROCESS NO COLOR. POLE SHALL BE PB-5102, 4" 8 NPT SCHEDULE 80, SPUN ALUMINUM,14' LENGTH, AND PROCESS NO COLOR. POLE CAP SHALL BE PB-5401 ACORN
TYPE, ALUMINUM, 4-1/2" O.D. WITH STAINLESS STEEL FASTENERS.
6. AC POWERED RRFBS SHALL BE EQUIPPED POLE CAPS. SOLAR POWERED RRFBS SHALL OMIT POLE CAPS AND SHALL BE EQUIPPED WITH POST TOP SOLAR PANEL. SOLAR
PANELS SHALL BE SIZED FOR LOCATION AND ORIENTED SOUTH. FOUNDATIONS FOR SOLAR POWERED RRFBS SHALL BE SIZED TO SUPPORT SOLAR PANEL.
7. ALL POLES, INCLUDING POLES LOCATED IN THE MEDIAN, SHALL BE EQUIPPED WITH W11-2 (S1-1), W16-7p WARNING SIGNS, AND LIGHT BARS ON BOTH SIDES OF THE POLE,
DOUBLE SIDED. HOWEVER, ON ROADS WITH POLES LOCATED IN THE MEDIAN, POLES OUTSIDE OF THE MEDIAN ISLAND MAY BE EQUIPPED WITH W11-2 (S1-1), W16-7p
WARNING SIGNS, AND LIGHT BARS ON ONE SIDE, SINGLE SIDED.
8. SIGNS SHALL BE INSTALLED ON METAL POLE WITH BANDING PER STD PLAN 129.
*N1
RECTANGULAR RAPID FLASHING STD. PLAN- 141.1
PUBLIC WORKS BEACON (RRFB) DETAILSAPPROVED:
DEPARTMENT os
_ MP4/4/2024
DATE
1 4:2
1TV]
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561 D7F
ACORN TYPE
O
ALUMINUM POLE CAP
NOTES:
TOP OF POLE
1.
NUTS SHALL BE TIGHTENED TO 50 FT-LBS MAX. TORQUE.
O3 #4 (8) REQ'D
2.
SUPPLEMENTAL GROUNDING CONDUCTOR SHALL BE
ti
NON -INSULATED #4 AWG STRANDED COPPER AND SHALL BE
CLAMPED TO VERTICAL REBAR WITH A CONNECTOR SUITABLE FOR
q�
USE IN CONCRETE: PROVIDE T-0" MIN SLACK. ATTACH TO POLE
/ \
GROUNDING STUD WITH A FULL CIRCLE CRIMP -ON CONNECTOR
(CRIMPED WITH A MANUFACTURER RECOMMENDED CRIMPER).
ELECTRICAL l N
3.
JUNCTION BOX SERVING THE STANDARD SHALL PREFERABLY BE
CONDUIT
LOCATED 5'-0" (10'-0" MAX) FROM THE STANDARD, AND INSTALLED
° ° /
PER STANDARD DETAIL 120.
CENTER ANCHOR BOLT
4.
CONCRETE SHALL BE CLASS 4000P.
ASSEMBLY IN FOUNDATION ��%
'�
5.
ANCHOR RODS: CONFORM TO ASTM F1554 GRADE 55.
(NOT SHOWN TO SCALE)
6.
NUTS: CONFORM TO ASTM A-563 GRADE DH.
aQo
7.
SQUARE PLATE WASHERS: CONFORM TO ASTM A572 GRADE 50.
SECTION
Z
8.
ANCHOR BOLTS, NUTS, AND WASHERS SHALL BE HOT DIPPED
A
GALVANIZED PER ASTM F2329.
NOT TO SCALE
Lu
9.
BOLT CIRCLE/HOLDER/FLAT CIRCULAR WASHER: CONFORM TO ASTM
m
A36 AND GALVANIZED PER ASTM A123.
a
0
10.
REBAR: CONFORM TO ASTM A706 GRADE 60.
a
11.
SEE FOUNDATION ARRANGEMENT DETAIL ON 141.5 FOR ADDITIONAL
z
INFORMATION.
i!S
12.
BOLT CIRCLE NOT SHOWN TO SCALE.
U-
13,
DO NOT USE THIS DETAIL FOR SITES WHERE SOIL CONSISTS OF SOFT
CLAY, PEAT OR ANY OTHER SOIL WHERE A SMALL DIAMETER REBAR
LOCKING COLLAR
0
(#5 OR SMALLER) OR METAL PROBE PENETRATES EASILY TO 6" OR
SEE PEDESTAL
I 4" PIPE =
MORE OF DEPTH WHEN THE FULL WEIGHT OF A PERSON IS APPLIED,
MOUNTING DETAIL
PROVIDE A CUSTOM FOUNDATION SEALED BY A WASHINGTON STATE
ON STD PLAN 141,4
_
14.
LICENSED CIVIL OR STRUCTURAL ENGINEER.
MAX COMBINED WIND AREA OF SIGNS, SOLAR PANEL, AND BEACONS
ANCHOR BOLT
SHALL NOT EXCEED 16 SQUARE FEET PER POLE.
GROUT
1 #4 (3) REQ'D
3/4" (IN) CHAMFER, TYP
UNPAVED SURFACE
PAVED SURFACE
A
f
1
O3 #4, TYP
ELECTRICAL CONDUIT
SEE CONTRACT PLAN
ANCHOR ROD ASSEMBLY -
SEE ANCHOR ROD TEMPLATE
DETAIL ON 141.5 FOR CIRCLE DIAM
ANCHOR ROD TEMPLATE-
(2) REQ'D PER ASSEMBLY
ANCHOR ROD -
(4) f�IEQ'D PERNASSEMBLYFULL �D-
3/4"(IN) DIAM STEEL
HEA HEX NUTS-
(4) REQ'D PER ANCHOR ROD
FLAT WASHERS-
REQ'D PER ANCHOR ROD
$$ E NOTE 9 ELEVATION
ROUND CONCRETE FOUNDATION DETAIL
#4 (5) REQ'D
21 /2"
N
N
(SEE 141.3 FOR SQUARE FOUNDATION OPTION)
Y o RECTANGULAR RAPID FLASHING STD. PLAN- 141.2
o + PUBLIC WORKS BEACON (RRFB) DETAILS t�PROVED:
d
s,o DEPARTMENT Martin Pastucha 7/27/2022 1
N1
DATE
REVISION
iN 97-&
SURVEYED:
DESIGNED:
NS
DRAWN:
NS
CHECKED:
BP
AP P R APPROVED:
BP
SCALE:
NONF
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
5:44
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561 D7F
�#4
2112" CLR i °..�
TYP ill ° �� Al ad r:
al 111 �I a?
I Iml P �
ELECTRICAL °
CONDUIT
CENTER ANCHOR BOLT
ASSEMBLY IN FOUNDATION 3 #4 (8)
(NOT SHOWN TO SCALE) REQUIRED
SECTION
NOT TO SCALE
LOCKING COLLAR
SEE PEDESTAL
MOUNTING DETAIL
ON STD PLAN 141.4
ANCHOR BOLT
3/4" (IN) CHAMFER, TYP
UNPAVED SURFACE
ACORN TYPE
ALUMINUM POLE CAP
TOP OF POLE
4
zo
>
m
a
0
0
0
x
0
PIPE _
NOTES:
1. NUTS SHALL BE TIGHTENED TO 50 FT-LBS MAX. TORQUE.
2. SUPPLEMENTAL GROUNDING CONDUCTOR SHALL BE
NON -INSULATED #4 AWG STRANDED COPPER AND SHALL BE
CLAMPED TO VERTICAL REBAR WITH A CONNECTOR SUITABLE FOR
USE IN CONCRETE: PROVIDE T-0" MIN SLACK. ATTACH TO POLE
GROUNDING STUD WITH A FULL CIRCLE CRIMP -ON CONNECTOR
(CRIMPED WITH A MANUFACTURER RECOMMENDED CRIMPER).
3. JUNCTION BOX SERVING THE STANDARD SHALL PREFERABLY BE
LOCATED 5'-0" (10'-0" MAX) FROM THE STANDARD, AND INSTALLED
PER STANDARD DETAIL 120.
4. CONCRETE SHALL BE CLASS 4000P.
5. ANCHOR RODS: CONFORM TO ASTM F1554 GRADE 55.
6. NUTS: CONFORM TO ASTM A-563 GRADE DH.
7. SQUARE PLATE WASHERS: CONFORM TO ASTM A572 GRADE 50.
8. ANCHOR BOLTS, NUTS, AND WASHERS SHALL BE HOT DIPPED
GALVANIZED PER ASTM F2329.
9. BOLT CIRCLE/HOLDER/FLAT CIRCULAR WASHER: CONFORM TO ASTM
A36 AND GALVANIZED PER ASTM A123.
10. REBAR: CONFORM TO ASTM A706 GRADE 60.
11. SEE FOUNDATION ARRANGEMENT DETAIL ON 141.5 FOR ADDITIONAL
INFORMATION.
12. BOLT CIRCLE NOT SHOWN TO SCALE.
13. DO NOT USE THIS DETAIL FOR SITES WHERE SOIL CONSISTS OF SOFT
CLAY, PEAT OR ANY OTHER SOIL WHERE A SMALL DIAMETER REBAR
(#5 OR SMALLER) OR METAL PROBE PENETRATES EASILY TO 6" OR
MORE OF DEPTH WHEN THE FULL WEIGHT OF A PERSON IS APPLIED,
PROVIDE A CUSTOM FOUNDATION DESIGN SEALED BY A
WASHINGTON STATE LICENSED CIVIL OR STRUCTURAL ENGINEER.
14. MAX COMBINED WIND AREA OF SIGNS, SOLAR PANELS, AND
BEACONS SHALL NOT EXCEED 16 SQUARE FEET PER POLE.
#4 (3) REQ'D
-PAVED SURFACE
\I
O3 #4, TYP
ELECTRICAL CONDUIT -
SEE CONTRACT FOR DIAMETER
ANCHOR ROD ASSEMBLY -
SEE ANCHOR ROD TEMPLATE
DETAIL ON 141.5 FOR CIRCLE DIAM
ANCHOR ROD TEMPLATE-
(2) REQ'D PER ASSEMBLY
ANCHOR ROD -
314"(IN x 30"..IN) FULL THREAD-
(4) E 'D PE ASSEMBLY
314" IN DIAM STEEL
21/2"
2,-0"
3UARE nI
HEAVY HEX NUTS- ELEVATION
(4) REQ'D PER ANCHOR ROD
FLAT WASHERS- SQUARE CONCRETE FOUNDATION DETAIL
((4 REQ'D PER ANCHOR ROD (SEE 141.2 FOR ROUND FOUNDATION OPTION)
$�E NOTE 9
\ Y a RECTANGULAR RAPID FLASHING STD. PLAN- 141.3
' PUBLIC WORKS BEACON (RRFB) DETAILS APPROVED:
DEPARTMENT g° ly 7/27/2022 1
Martin Pastucha
F N asa, ,Fora" .90
DATE
CITY OF
RENTON
Planning/Building/Public Works Dept.
:44
T-432622
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
HAZEN HIGH SCHOOL MODERNIZATION
ELECTRICAL DETAILS
DATE:
07.11.25
PAGE:
E904
SHEET. OF:
75 OF 76
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