HomeMy WebLinkAboutT-3276038
8
a
y
0
le
•
0
J
a
W
CK
X
•
:5;
S - Z). .\'O. OR EQUAL
OX TYP
TYPE 1
TYPE 2
N
TYPICAL DESIGN "B"
A
Box Outside length
22"
22"
JUNCTION BOX
"
�O NAB
17"
Z
O
SPLICE KITS GROUND LUG
_
Box Inside Length
18"
19"
NOTES:
D
WAS
13"
�.
KITS ON ALL THRU 2" MIN. GROUT
WIRE
TOP OF CONCRETE
Lid Length
18"
.Q
All dimensions are minimum. Exact configurations vary among different manufacturers.
1920
Lid Width
13"
Z
4" CONCRETE BASE
FOUNDATION TO
°
12"
m
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
TOP OF SIDEWALK
Lid do Frame Depth
5/16"
[L.
5 ��
9
OR CURB.
Wall Thickness (Min.).
1 1 2"
EPDXY FILL EPDXY FILL
Boxes shall be 289 minimum of overall thickness.
be to the frame.
NORTHWEST
J
ar
W- 3
W- 2.5
W- 2.5
L
Le end
Lid support members shall welded
See Detail
o 3025, �` i
__ II= 1111�IIII
1
1920
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
TRAFFIC EXPERT
�FCISTER'10
20
2
GROUND WIRE 1�=
8
wire fabric welded to the frame.
2
S�ONAI ��
1920
LIGHTING D
LIGHTING C
1920
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
10104 -111th Ave. N. E. Kirkland, WA 9803
0_0 -0
9
10
20
INLINE SPLICE
extension boxes.
Men noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
Phone: 425.522.4118 Fax: 425.522.4311
-
ExPIRES: 9/15/06
20
2
11
12
WYE SPLICE
gage divider plate complete with fasteners.
56. HUBBELL SWITCH (CS1201-1) APPROVED BY:
(981ODPA32VO2UI)
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
(n
FUSE KITS
SPLICE KIT
Load Test.
.._J
QUICK DISCONNECT
A
10 AMP IN LINE FUSE
KIT TO LUMINAIRE
JUNCTION BOX DIMENSION TABLE C I
51 50 so ' � 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER
:5;
S - Z). .\'O. OR EQUAL
OX TYP
TYPE 1
TYPE 2
a p
�
TYPICAL DESIGN "B"
A
Box Outside length
22"
22"
JUNCTION BOX
"
Box Outside Width
17"
Z
O
SPLICE KITS GROUND LUG
1/4 MINIMUM
DRAIN HOLE
Box Inside Length
18"
19"
CLEAR EPDXY SPLICE
D
Box Inside Width
13"
�.
KITS ON ALL THRU 2" MIN. GROUT
WIRE
TOP OF CONCRETE
Lid Length
18"
.Q
RUNS UNDER POLE
1920
Lid Width
13"
Z
4" CONCRETE BASE
FOUNDATION TO
°
12"
m
PAD
TOP OF SIDEWALK
Lid do Frame Depth
5/16"
[L.
5 ��
9
OR CURB.
Wall Thickness (Min.).
1 1 2"
1 1/2"
1 1 2"
K
DIAMETER = 7/8"
W- 3
W- 2.5
W- 2.5
L
Le end
See Detail
See Detail
#8 BARE =1111 =I VIII •° .I�I =1�I;I I
__ II= 1111�IIII
1
1920
COPPER IIf =1111 -1111 =1111
1920
20
2
GROUND WIRE 1�=
8
20
2
I I
L FAPPROXIMATE TION:
cc 0
LL ON OF EXISTING UTILITIES SHOWN IS
AND MAY NOT BE ACCURATE
INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
PLAN HEW AND FIELD VERIFY LOCATION OF UTILITIES
4 PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
.y.
_ YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
1 1 11A $1 4-7/8 BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
1-#8 GREEN GROUND ELEVATION VIEW UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
CLAMP 4 LOAD LINE T P TO THREE TIMES THE
2- (SIZED AS REQ'D) 1/4 FUSE 1 /4"
LIGHTING SYSTEM PVC CONDUIT ��
WIRES TO CONTACTOR SYSTEM 1 /8 Fc�
_1 /g CONCRETE
5/8 x8' FOUNDATION 3, SQ CUTTING RIN
CL
W COPPER C �~-- ---�
ITEM
ITEM
OX TYP
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
Box Outside Width
17"
17-r-
22 1/2
C
Box Inside Length
18"
19"
28"
D
Box Inside Width
13"
14 to
17"
E
Lid Length
18"
18"
26 1/2"
1920
Lid Width
13"
13"
17"
G
Box Depth
12"
12"
12"
H
Lid do Frame Depth
5/16"
5/16
5/16
J
Wall Thickness (Min.).
1 1 2"
1 1/2"
1 1 2"
K
I Wire Reinforcement
W- 3
W- 2.5
W- 2.5
L
Le end
See Detail
See Detail
See Detail
I I
L FAPPROXIMATE TION:
cc 0
LL ON OF EXISTING UTILITIES SHOWN IS
AND MAY NOT BE ACCURATE
INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
PLAN HEW AND FIELD VERIFY LOCATION OF UTILITIES
4 PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
.y.
_ YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
1 1 11A $1 4-7/8 BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
1-#8 GREEN GROUND ELEVATION VIEW UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
CLAMP 4 LOAD LINE T P TO THREE TIMES THE
2- (SIZED AS REQ'D) 1/4 FUSE 1 /4"
LIGHTING SYSTEM PVC CONDUIT ��
WIRES TO CONTACTOR SYSTEM 1 /8 Fc�
_1 /g CONCRETE
5/8 x8' FOUNDATION 3, SQ CUTTING RIN
CL
W COPPER C �~-- ---�
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diomond Plate Steel - A786
Lid Support
1 8)Ain. Thick Sted C L a T. - A36
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
BEAR INCA SUBS TAN T /AL REPA /R COS S (U
COST OF REPAIRS TO THE SER VICE).
r �- a Comm" -� •
6" GRAVEL PAD
A COMPACTED
� - L D OR DIA.
cn DATE I GROUND ROD GALVANIZED STEEL
Y TYPICAL JUNCTION BOX INSTALLATION DETAILS
RECOMMENDED
0 0 0 FOR APPROVAL
3
v FUSE KIT LEGEND DETAIL (Mark L) r' w
m TYPE 'I' Box
BY
TYPICAL SIGNALS v u
TYPE '' Box BY
Ew
L) LIGHTING TS -LT LIGHTING '
HOK DETAILS PLAN SYMBOLS
UNDERGROUND TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND c2 "see "d) BY
ao SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE
N111 - TO CITY STANDARDS
cin
:A •' ADOPTED ADOPTED ADOPTED DATE
y c CITY OF RENTON CITY OF RENTON -Form Letters with 1 /8" Weld CITY OF RENTON
_D Bead. Grind off Diamond
a' Pattern before forming ,
DATE p lane Standard plane
letters.
Standard plans
-� LST DATE: 12/96 -� LSr DATE: 11/5/96 ILLUMINATION SYSTEM LEGEND LST DATE: 1 1/89 DATE
S
REVISION BY APPR DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: JO13 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: JO16
N
METER TO
BASE PHOTO CELL
W
MAIN 15A
TEST
SWITCH
50A
20A
SIGNAL
LIGHTING A
20A
20A LIGHTING D
N
LIGHTING B
Ok:
•
o .
BREAKER SCHEDULE
51 so
a
a
NOTES:
SERVICE VOLTAGE: 120 -240
MOUNTING:
BUS RATING: 250 AMP
BUS CONNECTION: 2 P 3 W
LOCATION
DRAWING /
CURCUIT
DESCRIPTION
VOLTAMPS
BREAKER
ICKT,
NO.
CONNECTION
A 8
CKT.
NO.
BREAKER
VOLTAMPS
A B
CURCUIT
DESCRIPTION
A
AMP
POLE
AMP POLE
LIGHTING
A
1920
0
20
2
1
2
15
1 1
1440
LIGHTING CONTROL
1920
20
2
3
4
50
1
N
4800
SIGNAL
LIGHTING B
1920
53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1 P 15 AMP BREAKER (BAB1015)
2
5
6
p � 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT
1
1920
REC PTICAL
1920
20
2
7
8
20
2
56. HUBBELL SWITCH (CS1201-11)
1920
LIGHTING D
LIGHTING C
1920
20
2
9
10
20
2
1920
1920
20
2
11
12
56. HUBBELL SWITCH (CS1201-1) APPROVED BY:
(981ODPA32VO2UI)
o ° 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) PUGET SOUND ENERGY
51 50 so ' � 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER
(981 ODPA32VO2UI)
TOTAL
1
5760
1 5760
1
51
61. SOUTHCO DOOR S; S. HINGE (F6 -3 -1)
5280
6720
BUS A
BUS B
TOTAL LOAD
COMMENTS
11040
12480
23520
VA
VA
VA
MAIN BREAKER: 100 AMP
LOCATION TOP FEED
FEEDER SIZE:
SOURCE:
Z
LINE AMPS: 100 AMP
PHASING SINGLE
KVA DEMAND:
•
o .
51 so
a
a
NOTES:
Ln 01
0
.I
49. 225 AMP COPPER BUSSING 18 PLCS PANNEL
�
LIGHTING C 49. 225 AMP COPPER BUSSING 18 PLC PANNEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
0
50. C.H. 2P 100 AMP MAIN (BAB21 00) CONTRACTOR IS RESPONSIBLE
51. C.H. 2P 20 AMP BREAKER (BAB2020)
G 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER
52. C.H. 1 P 50 AMP BREAKER (BAB1050)
N
53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1 P 15 AMP BREAKER (BAB1015)
M
p � 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
1 53. C.H. 1P 20 AMP BREAKER (BAB1020)
GROUND BAR o 0 0 6 0 0 o a o 54. C.H. 1 P 15 AMP BREAKER (BAB1015)
56. HUBBELL SWITCH (CS1201-11)
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS
58. SQUARE D LIGHTING CONTACTOR
56. HUBBELL SWITCH (CS1201-1) APPROVED BY:
(981ODPA32VO2UI)
•
o .
51 so
a
a
20a NOTES:
Ln 01
0
.I
�
LIGHTING C 49. 225 AMP COPPER BUSSING 18 PLC PANNEL
0
50. C.H. 2P 100 AMP MAIN (BAB21 00) CONTRACTOR IS RESPONSIBLE
G 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER
M
p � 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT
1 53. C.H. 1P 20 AMP BREAKER (BAB1020)
GROUND BAR o 0 0 6 0 0 o a o 54. C.H. 1 P 15 AMP BREAKER (BAB1015)
�
55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS
56. HUBBELL SWITCH (CS1201-1) APPROVED BY:
o ° 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) PUGET SOUND ENERGY
51 50 so ' � 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER
(981 ODPA32VO2UI)
51
61. SOUTHCO DOOR S; S. HINGE (F6 -3 -1)
Z
S�
•
o .
51 so
Ln 01
0
.I
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
o 64. STAINLESS STEEL HANDLE
0
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1 "X.25" GASKET CONTRACTOR IS RESPONSIBLE
v, TO VERIFY METER
0D ARRANGEMENT
0
O
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
0
0
0 51 64. STAINLESS STEEL HANDLE
(n 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 21 16
cc 49 66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP JOB NAME: CITY OF RENTON
o ; ; 0 70. 1 "X.25" GASKET
0.50---&j 4. CONTRACTOR:
O57 56
0 B. 1 PURCHASE ORDER:
1 1
MATERIAL: �
• ' • 0 TYP 2.00 MATERIAL: .125 5052 -H32 ALUM.
o Q COATING TYPE: 0.750.25 1.25 TYP COATING TYPE:
DRAWN BY: MEKKI AL -AZADI 6' TYP 1600 DRAWN 8Y: MEKKI AL -AZADI
O O 0 HARDWARE: QUANTITY: HARDWARE: I QUANTITY:
0 o FINISH: 13. FROSH: MILL
$ COLOR: COLOR:
DATE: OCT 246 20021 PAGE: OF: DATE: OCT 24 2002 PAGE: OF:
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