HomeMy WebLinkAboutT-3340041
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NOTES:
All dimensions are minimum. Exact configurations
vary among different manufacturers.
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The noted lid thickeners overall minimums.. The
Diamond Pattern for Type 1 or Type 2
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B
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EPDXY FILL EPDXY FILL
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
THWEST
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TRAFFAC EXPERTS
51 �vA'
IFS
4000PSI concrete is allowed if box reinforcement
consists of 6 X 6 - W3 X W3 welded
/ONAt.AF'aG\�
-
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type
3 Boxes shall be provided with 12" deep
10104 -111th Ave. N.E., Kirkland, WA 98033
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INLINE SPLICE
extension boxes.
Phone: 425.522.4118 Fax: 425.522.4311
EXPIRES 9/15/06 -�
When noted in the contract. Type 2 Boxes shall
be provided with a 10' X 27 1/2" 70
WYE SPLICE
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
SPLICE KIT
Load Test.
J
FUSE KITS
QUICK DISCONNEC I
10 AMP IN LINE FUSE TO
LUMINAIRE
JUNCTION BOX DIMENSION TABLE
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BOX TYPE
Q
KITS - S.E.C. OR EQUAL
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TYPICAL DESIGN "B"
ITEM
TYPE 2
CAUTION:
TYPE
ALTERNATE A
1
ALTERNATE B
Lil
JUNCTION BOX
SPLICE KITS GROUND LUG
1/4" MINIMUM
DRAIN HOLE
L
LOCATION OF EXISTING UTILITIES SHOWN IS
A Box Outside len th
22"
22"
33"
B Box Outside Width
17"
17"
22 1/2
U 0
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
_
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S `
C Box Inside Len th
18"
19"
28"
D Box Inside Width
13"
14"
17"
1 Q
=
WIRE RUNS UNDER POLE
TOP OF CONCRETE
FOUNDATION TO
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'-""' ®
RESPONSIBILITY TO POTHOLE AS REQUIRED
E Lid Length 18" 18" 26 1 2"
F Lid Width 13° 13" 17"
N Z
BASE
4" CONCRETE BE LEVEL WITH
AND FIELD VERIFY LOCATION OF UTILITIES
�
PAD
5" g"
TOP OF SIDEWALK
OR CURB.
G Box Depth 12" 12" 12"
PLAN VIEW
H
PRIOR TOKPROCEEDINGP WITH CONSTRUCTION.
-I
DIAMETER = 7/8"
H Lid & Frame Depth 5/16" 5/16" 5 16"
1 1/2" 1 1 2"
UNDERGROUND UT /CITY NOTE
IIIL=
#8 BARE =IIII= III =III °.- III - III =11=
COPPER III= IIII- IIII�IIII
= 1111 -1111-
-_ II -IIII -IIII
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-
I
J Wall Thickness Min. 1 1/2"
K Wire Reinforcement W -3 W -2.5 W -2.5y:
L Legend See Detail See Detail See Detail
;'.
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
GROUND WIRE IIII=
f� - 4_7/8 "�
BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND
TO DO SO COULD MEAN
1 - #8 GREEN GROUND
ELEVATION MEW
UTILITIES MAY BE LOCATED. FAILURE
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
CLAMP
=:J�
2- (SIZED AS REQ'D)
LIGHTING SYSTEM PVC CONDUIT
SYSTEM
WIRES TO CONTACTOR
CONCRETE
FOUNDATION
4'
LOAD LINE
FUSE /
1/4 " 1 4
1 /8" QO O 1 /8"
ITEM MATERIALS
Box 6000 PSI concrete See Notes
* Frame Diamond Plate Steel - A786
+Lid Su ort 1 8'Mn. Thick Sted C L or L - A36
s Lid Diamond Plate Steel - A786
Wire or
{eeeel Plate
a"
6` GRAVEL PAO
COMPAC ED
COST OF REPAIRS TO THE SERVICE)
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5 8 "x8' 3' SQ.
/
CUTTING RINGS
Reinforcement ASTM S
*GALVANIZED
ZDATE
COPPER -CLAD OR DIA.
GROUND ROD
STEEL
TYPICAL JUNCTION BOX INSTALLATON DETAILS
RECOMMENDED
FOR APPROVAL
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E„y
FUSE KIT
LEGEND DETAIL (Mork L) I'-� -I I' -tl°m;
m TYPE 'I' BOX
BOX
BY
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TYPICAL
SIGNALS T 5
LIGHTING
Q TYPE'II'
n oun.. ,,�.
By
I-i a
r ,
LIGHTING
TS -LT
`oo_D_4 PLAN SYMBOLS
BY
UNDERGROUND
TELEMETRY TRAFFlC SIGNAL SYSTEM LEGF#D
CHECKED FOR COMPLIANCE
SYSTEM
FUSE KIT & SPLICE KIT DETAILS
JUNCTION BOX DETAILS
TO CITY STANDARDS
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ADOPTED
CITY OF RENTON
ADOPTED
C31'Y OF RENTON
I
-Fenn Letters ith 1 /e' Weld L T
Bead. rind off
I
ADOPTED
CfY OF RENTON
DATE /2 0
DATE < �t
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J` 9tanderd plane
forming
letters.
+
Standard plans
Standard
.( LST
REVISION BY APPR' DWG. NAME: JR -O6
plans
DATE: 12/96
SP PAGE: J007
LST DATE: 11/5/96
DATE REVISION BY APPR DWG. NAME: JR -12 SP PAGE:
JO 13
ILLUMINATION SYSTEM LEGEND
DAB REVISION BY APPR
T LST DATE: 1 1 /89
DWG. NAME: JR -36 SP PAGE: J016
DATE
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BREAKER SCFEDI
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NOT S:
49. 225 AMP COPPER BUSSING 18 PLCS °ANNEL
50, C,H, 2P 100 AMP MAIN (BAB2100)
51, C.H. 2P 20 AMP BREAKER (BAB2020)
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52. C.H. 1P 50 AMP BREAKER (BAB1050)
53, C.H. 1P 20 AMP BREAKER (BAB1020)
svrn71 uart� a
6011 L1ai1fIG 6
C 54. C.H. 1P 15 AMP BREAKER (BAB1015)
TWA
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
ILUi1Te�G
313ft
56. HUBBELL SWITCH (CS1201 -I)
57. GFCL RECEPTACLE 20 AMP (LEVITON 6898 -I)
Q
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OM ANAL
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58, SQUARE D LIGHTING CONTACTOR
(9810DPA32VO2UI)
61. SOUTHCO DOOR S.S, HINGE (F6 -3 -1)
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Lumn i C
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49. 20 ANP CPPER BILSSM 18 PLC PAN EL
30. C.FL 2P 100 ANP MAIN (BABP.100) CONTRACTOR IS RESPONSIBLE
G 5L C�FL 2P 20 AW BREAKER CBABEDEO) TO VERFY METER
F SE. C.H. 1P 30 AW BREAKER (BAB1030) ARRANGEMENT
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o 64. STAINLESS STEEL HANDLE
o W 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
METER
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GIQi® ]OAR r • • •
_ 53. yw+u,4 u W AW BREAKER �OW
• • • 54. C L 1P 15 AW BREAKER �Ol�
556. HEM ENCLOSURE ads -24 M MEETS EUSERC REQUIREMENTS
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TO VERIFY
ARRANGEMENT
MEETS EUSERC REQUIREMENTS
`57. 17M RECEPTACLE 20 AW CLEVITW 6896 -
APPRO PUGET
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5& S D L�D CGNTACM TACOMA �
SOUND ENERGY
TACOMA POWER
•
6L SWTHCO 913113t S.& HNISE CF6 -3 -U
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64. STARLESS STEEL HANDLE
°
91
65. DEAD BILT LOCK 'BEST' C5L7RL2 -626)
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66. SQUARE B TERlQNAL BL.CiLiC
21.00
16.00
N_
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67. SQUARE D END CAP
70.1'X.25' GASKET
JOB NAME. CITY OF RENTON
• • • •
• • '� •
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10.50 -&j 4. 0
8.00 1.00j
TYP 200
0.75x1.25 TYP
6,00 TYP
DISTRIBUTION,
CONTRACTOR-
PURCHASE ORDER,
PURCHASE
MATERIAL .125 5052 -H32 ALUM.
DRAWN BYE MEKKI AL -AZADI
T ®�� COATING TYPE
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lag
1600
HARDWARE- QUANTITY,
FINISH, MILL
O•
13.00 -T4.0
COLORi
DATE, OCT 24, EUUie PAGES OFD
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