HomeMy WebLinkAboutT-436005CD
(0
co
I
T
I
O
rr
I-
O
Z
Q
z
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
INSTALL DECAL NUMBERS/LETTERS VERTICALLY
DECAL NUMBERS/LETTERS, SEE NUMBERING
EXAMPLE, THIS SHEET. SHALL BE INSTALLED IN
DRY WEATHER, 50' F OR ABOVE-\
1
2
3
4
C
5
s
(3
z
7
MA>e91SW EXAWIE
A-PEDESTRIAN
SCALE
CURB DECAL
TRAFFIC
�- FL�w
WJ10RBRATIOM
FOR POLES SMW M ON atD PLAM 11L1
90• PEDESTRIAN SCALE
DECAL
PEDESTRIAN SCALE
CURB DECAL CURB
TRAFFIC TRAFFIC
~ FLOW OD
DECAL ORIENTATION
IN M= SHOWN ON STDIAI.AN1172
TRAFFIC
FLOW
YDllM1M NEKW DETAL DECAL O111111111IfAT10N
FOR POCES OH M11 ON SIO PLAN 117.1 i N7.1A
1-3/4' TO 2"
DI ae" I
N ;
ROADWAY SCAMI DECAL PEDES'11UAMi SCALE DECAL
DECAL NOTES;
1. DECALS SHALL BE REFLECTORIZED, GOTHIC FONT, COLD OR WHITE LEGEND ON
BLACK BACKGROUND
SCALE
CALE
o� LUMINAIRE STANDARD DECAL STD. PLAN - 121
!� PUBLIC WORKS NUMBERING SYSTEM APPROVED:
P DEPARTMENT M 1011;aswcha 7/27/2022 1
N T' DATE
DocuSign Envelope ID: 909BODA8-0385.4664-AE66-57BFF1561 D7F
ELECTRICAL SERVICE/BBS CABINET
CONTROLLER CABINET
SHIM TO PLUMB
SEE NOTE :
3 - /4 REINFORCING BAR (EQUAL SPACES)
SEE NOTE 5 -
NOTES
1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT
PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE
TOP AND SIDEWALK ABUT. MOUNT TOP SMALL BE FINISHED BY A
CONCRETE CONTRACTOR AND SHALL MEET THE REOUIREMENTS OF
SECTION 8-14 3 IN THE WSDOT STANDARD 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.
5 CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABINETS SHALL BE
INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2' SPARE CAPPED
OUT PAST THE FOUNDATION.
6. CONCRETE CLASS PER STO PLAN 135.
7. 2- CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE/BBS
CABINET TO THE CONTROLLER CABINET.
S. EACH CABINET SHALL HAVE A is DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS
10. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE
ALLOWS, A COMBINED FOUNDATION SHALL BE USED.
11. WOODEN SHIMS SHALL NOT BE USED
IZ GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3,
I& CONDUIT SIZES/QUANTITIES FOR ELECTRICAL SERVICE CABINETS SHALL
IB BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2- SPARE
CAPPED OUT PAST THE FOUNDATION,
-SHIM TO PLUMB
ES)
NOTE 3
- 2"
i-
FRONT VIEW
3/8' DIAMEIER PLASTIC DRAIN (ONE PER CABINET)
SEE NOTE 7
3/8' DIAMETER PLASTIC DRAIN
SEE NOTE 13
3 - H REINFORCING BAR
(EQUAL SPACES)
PLAN NEW
COMBINED CONTROLLER /ELECTRICAL GERM /BBS FOUNDATION
CABINET FOUNDATION
PUBLIC WORKS DETAILS
DEPARTMENT
NF=
HOPo20NTAL
COMBINED FOUNDATION
REINF. BAR DIAGRAM
6 PIECES
STD. PLAN - 126.2
APPROVED:
Maros4atuchs 7/27/2022
DATE
SE 1/4 SECTION 20y TOWNSHIP 23 N., RANGE 05 E.) W.M.
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
O
z ® :o
� � UWO O(IOa
z
0
Ao -f
Ui
-
�xxw 'jw0H
ZZ(�Q> JHE-Z
ppqq UI I �
a�ivE"S >(6UQ
Uw=aC] OQ�U
a waw Lu
F--Z�jH ll�w00II--
LL�- w O
ZJI-w w xJLL
Ow~�m
jZO
of
",'Qf2 Q-�
cnnCEL fn`ri
OZca g LL zF
ECUwx wZ 0LL=0
LLw0z
wj=� ww00
xzaC9 �Zw
w w W zI�--. x= w
w 0 " W
az
gxw0
dam
PUBLIC WORKS
p, tom DEPARTMENT
0
oB tau zt
LLU Fin
a ¢ zJa
Wm r J 8< w
0 aLLu,
U
C
SERVICE CABINET
CV
04
z
> a
H
N IY
a
0
z Q
0.
0 a
LL (n
w
I-
O
z
X
w
CC
th
L6
a
x
a
w
z
U)
0
N
0
DocuSign Envelope ID: 894DBTZE-3255-4A63-AOF1-3BA20AAF74CA
GENERAL NOTES:
1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL
GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES,
LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE
CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT
CONSTRUCTION LIMITS SHALL MEET CURRENT PROWAG ADA STANDARDS (I.E. JUNCTION BOXES
SHALL HAVE NON-SKID LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED
AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
6. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
7. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS
SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK
SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST
2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS
OTHERWISE APPROVED.
9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, ALL DETECTION SHALL BE MAINTAINED AND REMAIN
FUNCTIONAL FOR ALL SIGNAL PHASES. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL
BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING DETECTION.
10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION
MAINTENANCE PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH
THE TRANSPORTATION MAINTENANCE MANAGER OR OTHER TRANSPORTATION REPRESENTATIVE.
11. NEW PTZ CAMERA SHALL BE REQUIRED WHEN A NEW TRAFFIC SIGNAL SYSTEM IS INSTALLED,
WHEN LANE CONFIGURATION IS MODIFIED WITH NEW SIGNAL PHASING, AND/OR WHEN EXISTING
PTZ CAMERA(S) REQUIRE RELOCATION.
12. ARROW BOARDS SHALL BE REQUIRED TEMPORARY TRAFFIC CONTROL WHEN CLOSING A TRAVEL
LANE AND SHALL BE MUTCD COMPLIANT.
_ - TRANSPORTATION NOTES
* PUBLIC WORKS
DEPARTMENT
REVISION
STD. PLAN - 135
AF-UOVED: 5/2/2024 1 4
`Marlin Pastueha
DATE
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
IL OMPU,NF N 1 St HEDU11.
lO METERBASE: 200 AMP. 4 JAW, MANUAL BYPASS. B-LINE U264
W/ 51N JAW AT 9:00 POSITION
O PANF.LBOARD: 120/240 VAC, 125 AMP COPPER HITS. I PHASE, 3 N IRE. IN c K 1, I0K AIC
MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200
BOLT -ON BRANCH BREAKERS, EATON TYPE BAB:
2 - 2012 ILLUMINATION A, B
I - 20/1 ITS
1 - 20/1 GROUND FAULT RECEPTACLE
I -40/1 SIGNAL (IF PRESENT)
1 - 4011 AUXILLIARY SIGNAL (IF PRESENT)
2 - 60/2 SMALL CELL BRANCH
1 - IS/ CONTROL
3 - 20/1 SPARE
30 CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL,
SQD 891 ODPA34VO2 - 1 REQUIRED
CTRIC CELL: 18M WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL
0 PHOTO ELE
MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW
50 PHOTO -CELL BYPASS SWITCH:
SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK)
O GROUND FAULT RECEPTACLE: 20 AMP, 125 VAC, DUPLEX
CABINET:
CONSTRUCTION:
NEMA TYPE 3R, OUTDOOR PADMOUNT, 1/8" 5052-H32 ALUMINUM CONSTRUCTION, OPEN BOTTOM
FRAMED WITH 2" ANGLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT
MOUNTING PAN, CABINET GROUND WITII MINIMUM BONDING WIRE TO NEUTRAL
DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYPE),STAINLESS STEEL VAULT HANDLES WITH
ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSED CELL NEOPRENE GASKET,
"BEST' LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER,
PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW
DEADFRONT: FANGED AND SECURED WITH QUARTER -TURN FASTENERS
FINISH: MILL FINISH ALUMINUM
I - REQUIRED
UL LISTED PER STANDARD #508A
"SUITABLE FOR USE AS SERVICE ENTRANCE"
NOTE:
1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE
PUBLIC WORKS
DEPARTMENT
NS
SURVEYED:
OTHERS
DESIGNED:
D 149
DRAWN:
D 149
CHECKED:
SSO TD,
BY DATE AP P R APPROVED:
OT9
SERVICE CABINET NOTES
DIAMETER = 7/8"
4-7/8"
1 /4" LOAD LINE 1 /4"
FUSE
CUTTING RINGS
EPDXY FILL
III I i
I.
INLWE SPLICE
rnnvv nr I
VYT� JF'LIVC
- 122.2
SPLICE KIT FUSE KIT & SPLICE KIT DETAILS
PUBLIC WORKS
p, tom DEPARTMENT
0
oB tau zt
LLU Fin
a ¢ zJa
Wm r J 8< w
0 aLLu,
U
C
SERVICE CABINET
CV
04
z
> a
H
N IY
a
0
z Q
0.
0 a
LL (n
w
I-
O
z
X
w
CC
th
L6
a
x
a
w
z
U)
0
N
0
DocuSign Envelope ID: 894DBTZE-3255-4A63-AOF1-3BA20AAF74CA
GENERAL NOTES:
1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL
GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES,
LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE
CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT
CONSTRUCTION LIMITS SHALL MEET CURRENT PROWAG ADA STANDARDS (I.E. JUNCTION BOXES
SHALL HAVE NON-SKID LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED
AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
6. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
7. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS
SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK
SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST
2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS
OTHERWISE APPROVED.
9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, ALL DETECTION SHALL BE MAINTAINED AND REMAIN
FUNCTIONAL FOR ALL SIGNAL PHASES. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL
BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING DETECTION.
10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION
MAINTENANCE PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH
THE TRANSPORTATION MAINTENANCE MANAGER OR OTHER TRANSPORTATION REPRESENTATIVE.
11. NEW PTZ CAMERA SHALL BE REQUIRED WHEN A NEW TRAFFIC SIGNAL SYSTEM IS INSTALLED,
WHEN LANE CONFIGURATION IS MODIFIED WITH NEW SIGNAL PHASING, AND/OR WHEN EXISTING
PTZ CAMERA(S) REQUIRE RELOCATION.
12. ARROW BOARDS SHALL BE REQUIRED TEMPORARY TRAFFIC CONTROL WHEN CLOSING A TRAVEL
LANE AND SHALL BE MUTCD COMPLIANT.
_ - TRANSPORTATION NOTES
* PUBLIC WORKS
DEPARTMENT
REVISION
STD. PLAN - 135
AF-UOVED: 5/2/2024 1 4
`Marlin Pastueha
DATE
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
IL OMPU,NF N 1 St HEDU11.
lO METERBASE: 200 AMP. 4 JAW, MANUAL BYPASS. B-LINE U264
W/ 51N JAW AT 9:00 POSITION
O PANF.LBOARD: 120/240 VAC, 125 AMP COPPER HITS. I PHASE, 3 N IRE. IN c K 1, I0K AIC
MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200
BOLT -ON BRANCH BREAKERS, EATON TYPE BAB:
2 - 2012 ILLUMINATION A, B
I - 20/1 ITS
1 - 20/1 GROUND FAULT RECEPTACLE
I -40/1 SIGNAL (IF PRESENT)
1 - 4011 AUXILLIARY SIGNAL (IF PRESENT)
2 - 60/2 SMALL CELL BRANCH
1 - IS/ CONTROL
3 - 20/1 SPARE
30 CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL,
SQD 891 ODPA34VO2 - 1 REQUIRED
CTRIC CELL: 18M WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL
0 PHOTO ELE
MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW
50 PHOTO -CELL BYPASS SWITCH:
SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK)
O GROUND FAULT RECEPTACLE: 20 AMP, 125 VAC, DUPLEX
CABINET:
CONSTRUCTION:
NEMA TYPE 3R, OUTDOOR PADMOUNT, 1/8" 5052-H32 ALUMINUM CONSTRUCTION, OPEN BOTTOM
FRAMED WITH 2" ANGLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT
MOUNTING PAN, CABINET GROUND WITII MINIMUM BONDING WIRE TO NEUTRAL
DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYPE),STAINLESS STEEL VAULT HANDLES WITH
ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSED CELL NEOPRENE GASKET,
"BEST' LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER,
PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW
DEADFRONT: FANGED AND SECURED WITH QUARTER -TURN FASTENERS
FINISH: MILL FINISH ALUMINUM
I - REQUIRED
UL LISTED PER STANDARD #508A
"SUITABLE FOR USE AS SERVICE ENTRANCE"
NOTE:
1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE
PUBLIC WORKS
DEPARTMENT
NS
SURVEYED:
OTHERS
DESIGNED:
D 149
DRAWN:
D 149
CHECKED:
SSO TD,
BY DATE AP P R APPROVED:
OT9
SERVICE CABINET NOTES
DIAMETER = 7/8"
4-7/8"
1 /4" LOAD LINE 1 /4"
FUSE
CUTTING RINGS
EPDXY FILL
III I i
I.
INLWE SPLICE
rnnvv nr I
VYT� JF'LIVC
- 122.2
SPLICE KIT FUSE KIT & SPLICE KIT DETAILS
AT]OPTED
CITY OF RENTON
STANDARD PLANS
LET DATE: 04/04
_.. .___. nwr. NAAAF• .InlI
CP Par: -In1'.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
T-436005
C TY OF
RENTON
VASOF
Plan ning/Building/Public Works Dept.
DocuSign Envelope ID: 9D9BODAB-0385-4664-AE66.57BFF1561D7F
CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 126.2
SEE STD PLAN 126.2 FOR ADDITIONAL NOTES
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINETCABINET
6" 6" 1'-0" 1'-0"
"' -GRADE LEVEL
FRONT VIEW SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
SEE STD PLAN 126.2 FOR ADDITIONAL NOTES
El
SHIM TO PLUMB
T SEE NOTE 3
o 4 HOOPS
!A 4 BAR EACV CORNER
`6" MIN - - - 1 TO 2"
3/8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET QEPTH
1'-6" + 2 1'-6"
- - - - #4 BAR EACH
}
z + i I #4 CORNER
m _ _ _ A _HOOPS
" 10 III !
PLAN VIEW CONDUIT ENTRANCE AREA,
SEE NOTE 5, STD PLAN 126.2
CONTROLLER CABINET FOUNDATION
CABINET FOUNDATION STD. PLAN - 126.1
PUBLIC WORKS DETAILS APPROVED:
p DEPARTMENT ManlnPastucha 7/27/2022 1
N DATE
PROJECT NO. TENW 2025-053
5�d?\ T Bi
��•�oF1Wgsti •%17� w
A.�
i.
Fs �.,c/STV_'w.•v�A EN
S16NAL•t� 520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033
STELLA OH I STELLA@TENW.COM 1 206-412-6743
07-30 2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ri
DEVELOPMENT ENGINEERING l
HBray 02/10/2026
HARMONYRIDGE
RENTON, WA 98058
ILL UM/NA T/ON DETAILS
DATE:
FIE0 D7130125
PAGE:
IL-05
SHEET: c OF: C
1
LJ
co
Q
J
0
(D
C)
L'J
MMI
N