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LEGEND
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TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE, EXCEPT AS NOTED
® LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
® ELECTRICAL SERVICE CABINET
PVC CONDUIT (SEE WIRING SCHEDULE)
8 TYPE 1 JUNCTION BOAC WITH CONCRETE PAD
12 (] PUGET SOUND ENERGY TRANSFORMER
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WIRE NOTE
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CONSTRUCTION NOTE
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PORTION OF N.E. 1/4 OF S.W. 1/4 OF SEC. 3, TWP. 23 N., RGE. 5 E., W.M.
-K9Z' Di IMI it
CONSTRUCTION NOTES
OINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT N.E. 18TH CIR., STA. 5 +46.5, 16' LT.
CABINET AS #0104.
LABEL
OROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO PUGET SOUND ENERGY (PSE) TRANSFORMER PER PSE
REQUIREMENTS. COORDINATE WITH PSE FOR SERVICE CONNECTION.
POLE SCHEDULE
POLE
NO.
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CL-4i
STREET
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MAST
ARM
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LEGEND
0 10 20 40
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE, EXCEPT AS NOTED
® LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
® ELECTRICAL SERVICE CABINET
PVC CONDUIT (SEE WIRING SCHEDULE)
8 TYPE 1 JUNCTION BOAC WITH CONCRETE PAD
12 (] PUGET SOUND ENERGY TRANSFORMER
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WIRE NOTE
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CONSTRUCTION NOTE
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PORTION OF N.E. 1/4 OF S.W. 1/4 OF SEC. 3, TWP. 23 N., RGE. 5 E., W.M.
-K9Z' Di IMI it
CONSTRUCTION NOTES
OINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT N.E. 18TH CIR., STA. 5 +46.5, 16' LT.
CABINET AS #0104.
LABEL
OROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO PUGET SOUND ENERGY (PSE) TRANSFORMER PER PSE
REQUIREMENTS. COORDINATE WITH PSE FOR SERVICE CONNECTION.
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
1
3562B
N.E 18TH CIRCLE
5 +55
16' LT.
100
M —C —III
25'
8'
A
WIRING SCHEDULE
RUN
NO.
CONDUIT
CONDUCTORS
REMARKS
1
1.5" PVC (SCHEDULE 40)
2" PVC (SCHEDULE 40)
2 — #8, 1-- #8 GREEN, 3 — #12 PHOTOCELL
2
3 — #2
SERVICE ENTRANCE
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FR 4;6 4
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ExPRES 01 /31/07
T 32970/
RECD MEND F R APPROVAL
BY � � DATE 2.3/ .o
BY & — DATE — 3
BY DATE
RECORD DOCUMENT
BY DATE
HIE HERMAN TRAFFIC ENGINEERING
15324 Southeast 133rd Court, Renton, Washington 98059
425 - 277.1740 tel. 425- 277 -5718 fax hte@comcast.net
ca � T: 3ZI70/
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SIZE AS
REQUIRED
0.188 WALL BRACKET —I 8 20
5• g"
1
OR CURB.
=1111 III=
ALUM. ALLOY 6063-T6
H
25'
30'
35'
4 -1 /2„ 2" N.P.S.
-
vc
CENTER OF ROLE
0. D. SLIPFITTER
112" BNC LOCKBOLT 5' -9" RADIUS
1$ _ 3
23 -- 3
,_
28 3
,_
33 3
GR. 18-8 S.S. -
T
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FLUSH JOINT
0.219
0.219
„�
4 -1 /2 ” O.D.
FUSE KITS
QUICK DISCONNECT
IX �l
- I1r1111 =1111
MP LINE FUSE TO LUMINAIRE
1' --2'�
C7 Q
SIN EC
KIDTS OR EQUAL
► ►�. w PAD
W M
5• g"
1
OR CURB.
=1111 III=
H
25'
30'
35'
R/W LINE
SIDEWALK
CURB
BACK OF
CROADWAY S/W R/W
6.5'
CURB
SIDEWALK
R LINE
_ TYPICAL DESIGN "B" 10' MIN.
Q JUNCTION BOX CLEARANCE FROM DRIVEWAY 2' TO 4'
TAPERED ALUM. POLE - SPLICE KITS GROUND LUG 1/4" MINIMUM OVERHANG
0.188 WALL ALLOY 6063-T6 CLEAR EPDXY SPLICE DRAIN HOLE ALTERNATE PLAN VIEW ,
� (� SATIN GROUND FINISH 25 -p KITS ON ALL THRU 2 MIN. GROUT
WIRE RUNS UNDER POLE ATOP OP OF CONCRETE H ' OUNDATION TO Q "� 18 -3 4" CONCRETE BASE E LEVEL WITH
< Z SHAFT PAD ---� i rfh OF SInFWAI K FACE OF CURB TO
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2 TO 4
ROUND WIRE .
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TAPERED ALUM. POLE
m 151 HANDHOLE. 4x6 OPENING GROUND T WALL ALLOY 6063 -T6
OVERHANG
W /COVER AND S.S. SCREWS 8" 0. D. CLAMP , SATIN GROUND FINISH ,
4 H STREET LIGHT CONDUIT
HANDHOLE 4 "x6" TRENCH DEPTH 24"
BASE FLANGE ALLOY 356 -T6 WITH r- GROUND UG 2- (SIZED AS REQ'D) PVC CONDUIT 'SL'
BOLT COVERS & S.S. SCREWS 1,_6„ LIGHTING SYSTEM SYSTEM OPENING W /COVER
WIRES TO CONTACTOR & S.S. SCREWS. TYPICAL STREET LIGHT
-..I I.• -11 -1 /4" SQ. CONCRETE GROUND LUG
11 " TO 12" DIA. „ , OU DAT ON INSIDE POLE FOUNDATION LOCATION
0 5/8 x8 3 SQ.
w o BOLT CIRCLE 4 1 �• COPPER -CLAD OR DIA. � 1 --6
/2 OF BOLT ABOVE GROUND ROD
4" CONCRETE PAD N.
�:_ FINISHED GRADE /
00 O E 4) 1 BNC GALV. STEEL
�< ANCHOR BOLTS WITH 4' STREET LIGHT
9 - NUTS AND WASHERS to • A CONDUIT TRENCH DEPTH 24"
Z .0 w 4
W :3°� ALTERNATE STREET CROSS SECTION
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(MODIFIED)
-v L - STANDARD 25 FOOT DAVIT POLE TYPICAL LIGHTING UNDERGROUND SYSTEM
3 LIGHT BASE AND JUNCTION BOX LOCATIONS
E
".E
°
'N ADOPTED ADOPTED
•� CITY OF RENTON CITY OF RENTON ADOPTED
C u: + + + ♦ ♦ CITY OF BECTON
Standard plans Standard lane
11- IM DATE: 12/96 Standard plans
LST DATE: 10/30/96 LST DATE: 12/96
r
E DATE REVISION I BY PAP PR DWG. NAME: JR -02 SP PAGE: J003 DATE REVISION BY APPR' DWG. NAME: JR -06 SP PAGE: J007 PATE REVISION BY APPR DWG. NAME: JR -35 SP PAGE: JO 14
2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS
o VERTICALLY. INSTALL
IN DRY WEATHER 50 P TYPICAL LIGHT BASE AND JUNCTION BOX
OR ABOVE. CONCRETE PAD
7' -0" VARIABLE 3 -0
f'1 _6 MIN.
UJO 2„ NUMBERING EXAMPLES
j9§ T BRA K 0 1,_6„ 0
2
BRACKET CABLE 1 P ,
2 5 1 1
3 6
o • .
4 7 v •
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do
2" BY 3/4 LETTER LETTER
SUFFIXED PREFIXED FRONT VIEW SIDE VIEW
REDUCING WASHER CITY PUGET POWER
_ = OWNED OWNED
TYPICAL JUNCTION BOX B
ctf CURB CONCRETE PAD RECOMMENDED FOR APPROVAL
o
3 4" R 0 M E X �� „ �— 3' - 0 "�� I--- -- 3, -- D "---I BY DATE
I
CONNECTOR MOUNTING -� 9�, BY DATE
W LOCKNUT HEIGHT F
3/4" 15 FEET 45o BY DATE
FRONT VIEW SIDE VIEW
m TRAFFIC
SINGLE OR DOUBLE MAST FLOW RECORD DOCUMENT
ARM AS REQUIRED
134 -2" TYPICAL JUNCTION BOX "C" BY DATE
P LA N VIEW CONCRETE PAD
DECAL. � . a• '� ' •. ;' =: . o:`.d
RELECTORIZED 2"- 2'/" � 11 'ms's
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2% 3 z
o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES OR WHITE LEGEND
"' ARE ON SAME CIRCUIT ON BLACK FRONT VIEW SIDE VIEW �o X730 o �•
W BACKGROUND �F �GISTE10-
SNG
MAST ARM WIRING DETAIL /0 AL E 3-2,14A
EXPIRES 0,,3,,07
STREET LIGHT STANDARD TYPICAL CONCRETE PAD DETAILS
STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM
ADOPTED ADOPTED ADOPTED
HERMAN TRAFFIC ENGINEERING
�
CITY OF BECTON CITY OF BECTON CITY OF BECTON
+ * + + 15324 Southeast 133rd Court, Renton, Washington 98059
Standard lane � � 9
P Standard plans Standard plans
o LST DATE: 10/30/96 LST DATE: 12/96 LST DATE: 10/30/96 425-277-1740 tel. 425-277-5718 fax htec comcast. net
1 DATE z
13 y DWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: JO15
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OR CURB.
=1111 III=
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25'
30'
35'
40'
-
CENTER OF ROLE
SL
1$ _ 3
23 -- 3
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28 3
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33 3
T
0.188
0.188
0.219
0.219
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2 TO 4
ROUND WIRE .
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TAPERED ALUM. POLE
m 151 HANDHOLE. 4x6 OPENING GROUND T WALL ALLOY 6063 -T6
OVERHANG
W /COVER AND S.S. SCREWS 8" 0. D. CLAMP , SATIN GROUND FINISH ,
4 H STREET LIGHT CONDUIT
HANDHOLE 4 "x6" TRENCH DEPTH 24"
BASE FLANGE ALLOY 356 -T6 WITH r- GROUND UG 2- (SIZED AS REQ'D) PVC CONDUIT 'SL'
BOLT COVERS & S.S. SCREWS 1,_6„ LIGHTING SYSTEM SYSTEM OPENING W /COVER
WIRES TO CONTACTOR & S.S. SCREWS. TYPICAL STREET LIGHT
-..I I.• -11 -1 /4" SQ. CONCRETE GROUND LUG
11 " TO 12" DIA. „ , OU DAT ON INSIDE POLE FOUNDATION LOCATION
0 5/8 x8 3 SQ.
w o BOLT CIRCLE 4 1 �• COPPER -CLAD OR DIA. � 1 --6
/2 OF BOLT ABOVE GROUND ROD
4" CONCRETE PAD N.
�:_ FINISHED GRADE /
00 O E 4) 1 BNC GALV. STEEL
�< ANCHOR BOLTS WITH 4' STREET LIGHT
9 - NUTS AND WASHERS to • A CONDUIT TRENCH DEPTH 24"
Z .0 w 4
W :3°� ALTERNATE STREET CROSS SECTION
�
o
(MODIFIED)
-v L - STANDARD 25 FOOT DAVIT POLE TYPICAL LIGHTING UNDERGROUND SYSTEM
3 LIGHT BASE AND JUNCTION BOX LOCATIONS
E
".E
°
'N ADOPTED ADOPTED
•� CITY OF RENTON CITY OF RENTON ADOPTED
C u: + + + ♦ ♦ CITY OF BECTON
Standard plans Standard lane
11- IM DATE: 12/96 Standard plans
LST DATE: 10/30/96 LST DATE: 12/96
r
E DATE REVISION I BY PAP PR DWG. NAME: JR -02 SP PAGE: J003 DATE REVISION BY APPR' DWG. NAME: JR -06 SP PAGE: J007 PATE REVISION BY APPR DWG. NAME: JR -35 SP PAGE: JO 14
2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS
o VERTICALLY. INSTALL
IN DRY WEATHER 50 P TYPICAL LIGHT BASE AND JUNCTION BOX
OR ABOVE. CONCRETE PAD
7' -0" VARIABLE 3 -0
f'1 _6 MIN.
UJO 2„ NUMBERING EXAMPLES
j9§ T BRA K 0 1,_6„ 0
2
BRACKET CABLE 1 P ,
2 5 1 1
3 6
o • .
4 7 v •
� �
f 0 � ►
C 10 0 0 •
do
2" BY 3/4 LETTER LETTER
SUFFIXED PREFIXED FRONT VIEW SIDE VIEW
REDUCING WASHER CITY PUGET POWER
_ = OWNED OWNED
TYPICAL JUNCTION BOX B
ctf CURB CONCRETE PAD RECOMMENDED FOR APPROVAL
o
3 4" R 0 M E X �� „ �— 3' - 0 "�� I--- -- 3, -- D "---I BY DATE
I
CONNECTOR MOUNTING -� 9�, BY DATE
W LOCKNUT HEIGHT F
3/4" 15 FEET 45o BY DATE
FRONT VIEW SIDE VIEW
m TRAFFIC
SINGLE OR DOUBLE MAST FLOW RECORD DOCUMENT
ARM AS REQUIRED
134 -2" TYPICAL JUNCTION BOX "C" BY DATE
P LA N VIEW CONCRETE PAD
DECAL. � . a• '� ' •. ;' =: . o:`.d
RELECTORIZED 2"- 2'/" � 11 'ms's
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2% 3 z
o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES OR WHITE LEGEND
"' ARE ON SAME CIRCUIT ON BLACK FRONT VIEW SIDE VIEW �o X730 o �•
W BACKGROUND �F �GISTE10-
SNG
MAST ARM WIRING DETAIL /0 AL E 3-2,14A
EXPIRES 0,,3,,07
STREET LIGHT STANDARD TYPICAL CONCRETE PAD DETAILS
STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM
ADOPTED ADOPTED ADOPTED
HERMAN TRAFFIC ENGINEERING
�
CITY OF BECTON CITY OF BECTON CITY OF BECTON
+ * + + 15324 Southeast 133rd Court, Renton, Washington 98059
Standard lane � � 9
P Standard plans Standard plans
o LST DATE: 10/30/96 LST DATE: 12/96 LST DATE: 10/30/96 425-277-1740 tel. 425-277-5718 fax htec comcast. net
1 DATE z
13 y DWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: JO15
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III
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers_
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 -- W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 112" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include on H -20
Load Test.
A
JUNCTION BOX DIMENSION TABLE_ C
Qo
BOX TYPE
0 a
o4_j
LL ?
U)
tn 'c
ALTERNATE B
Y.
Box Outside length
¢
22"
U
s� w
B
°-
17"
17"
22 11_2
CP
C
E
Box Inside Length
E
19"
,,E
D
IC
cpiV
C_
44 1I
��
C
17"
_O q�
tl �
9
18"
18"
26 11j?
F
:2
N
0
III
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers_
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 -- W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 112" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include on H -20
Load Test.
A
JUNCTION BOX DIMENSION TABLE_ C
•
•
•
ITEM
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
18ox Outside Width
17"
17"
22 11_2
Form Letters 1
Box Inside Length
18"
19"
28"
D
IC
Box Inside Width
13"
14"
17"
E
IlLid Length
18"
18"
26 11j?
F
Lid Width
13"
13"
17"
G
Box De th
12"
12"
12"
H
Lid & Frame Depth
0
0
5 16"
5/16
J
-Coll Thidkness Min.
_5/16
1 1/2"
1 112"
1 1/2
K
Wire Reinforcement
W-3
W- 2.5
W-2.5
L
Le end
See Detail
See Detail
See Detail
•
•
•
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel - A786
Lid Support
1 8*ft. Thick Sted C. L or T. - A36
Lid
Diamond Plate Steel - A786
Anchors
I Steel Wire or Tee Plate
Reinforcement
I ASTM A -82 Steel
*GALVANIZED
STEEL
NOTES:
LEGEND DETAIL (Marls L)I� ---` -I
(-L
SIGNALS
MATERIAL: .125 5052 -H32 ALUM.
THIS DRAINING IS THE PROPERTY OF BROWNFIELD
MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT
GRANT THE RIGHT TO MAKE USE. OR SELL WHAT IS
REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN
CONSENT OF BROWNFIELD MANUFACTURING INC.
LIGHTING
DRAWN BY= MEKKI AL -AZADI
•
-
TS- LT
51. C.H. 2P 20 AMP BREAKER (BAB2020)
COLOR:
TELEMETRY
TRAFFIC SIGNAL SYSTEM LEGEND
PAG
DATE= OCT 24, 200 E: OF:
Form Letters 1
53. C.H. 1P 20 AMP BREAKER (BAB1020)
ITAI�
with /8" Weld
54. C.H. 1P 15 AMP BREAKER (BAB1015)
LIGHTING A
two
F 52,
Bead. Grind off Diamond
• N
2
Pattern before forming
C.N. 1P 20 AMP BREAKER (BAB1020)
1440
letters.
C.H. 1P 15 AMP BREAKER (BAB1015)
IM
(9810DPA32VO2UI)
ILLUMINATION SYSTEM LEGEND
3
61. SOUTHC❑ DOOR S.S. HINGE (F6 -3 -1)
50
7013
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK ''BEST' (5L7RL2 -626)
0
0
ATE
REVISION
I
BY
IAPPF
I �
L
rn
PLAN VIEW
U L 4
�• •
r CONOW
B" GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
Ud
® TYPE T BOX
D TYPE 'n' Box
yQOK DEJAIL N SYMBOLS
k: H800 r• UQ
JUNCTION BOX DETAILS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 1 1/89
DWG. NAME: JR -36 SP PAGE: JO 16 DA
r-nnvv r-II I
SPLICE KIT
WYE SPLICE
3 �
60 A
Of
a a
Q DIAMETER = 7/8"
0
4- 7/8'
LOAD LINE
1/4 FUSE 1/4
1 /8" - o _-*_1 -1 /8
lFrUTTING RINGS
Z
0
U) FUSE KIT
Ckf
O
z
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
iR CITY OF RENTON
Standard plans
LST DATE: 11/5/96
DWG. NAME: JR -12 SP PAGE: JO 13
LIGHTING STANDARD 8c JUNCTION BOX
7'
O Ov 0 Ov ° cov 0
d0 4 p ov b 0 0 A b 0 0
d O o v ov D
e °4 o v '� ° 4 av4
0 0 O s p ° ca
PLAN VIEW °° o D° o b e e0 3'
0 040
0
Op° DO o �► ° D e
A b e
O pv ° v pv b
STREET LIGHT POLE JUNCTION BOX
SIDE VIEW
INDIVIDUAL JUNCTION BOX
r~
4" DEEP
A e fq 0 ° oe °d NOTE: CLASS 'B' CONCRETE
d z d TO BE USED IN
o = pe0 CONSTRUCTION OF PAD
d J O D
4 o
A D CONCRETE PAD DETAILS
O D O Pv v v p
1 ' ADOPTED
PLAN VIEW C" OF RENTON
REVISION
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR--07 SP PAGE: J008
GENERAL_ NOTES
1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE TURNED INWARD) ON ALL SIDES
2. 4-1/2 ;;X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS
3. 4-1/4 TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES
4 -1/2 "X16 "GALVANIZED
ANCHOR BOLTS
CONDUIT ENTR,
AREA
-G.L
V p a 16 V
CU
D
(U 0 0 •
A tl D
SIZE To rr SIZE To' PLAN VIEW
FIT CABINET FIT CABINET
FRONT VIEW SIDE VIEW
ROLL
CABINET FOUNDATION
STREET LIGHT CONTACTOR CABINET
AND CABINET FOUNDATION
ADOPTED
CITY OF RENTON
♦
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09 SP PAGE: JO 10
B.M.I. EURTN
10.50 -� 4. 0
3.30 1.00
TYP 2.00
6.00 0.75x1.25 TYP
TYP 16 00
13.004.00
B.M.I. EURTN
METER
BASE
MAIN
0 20A LIGHTING A
20A
LIGHTING B
15A
50A
SIGNAL
20A 17-
20A
TO
PHOTO CELL
LIGHTING D
TEST
SWITCH
CITY OF RENTON
16.0
SUBMITTAL
CONTRACTOR IS RESPONSIBLE
TO VERIFY METER
ARRANGEMENT
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
0
R O WN F I E LD
MANUFACTURING. INC.
1820 BICKFORD AVE. S:VOHOMISH WA
QW368 0572 Fax (360,568 0577
NOTES:
DISTRIBUTION=
CONTRACTOR=
49. 225 AMP COPPER BUSSING 18 PLCS PANEL
MATERIAL: .125 5052 -H32 ALUM.
THIS DRAINING IS THE PROPERTY OF BROWNFIELD
MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT
GRANT THE RIGHT TO MAKE USE. OR SELL WHAT IS
REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN
CONSENT OF BROWNFIELD MANUFACTURING INC.
50. C.H. 2P 100 AMP MAIN (BAB2100)
DRAWN BY= MEKKI AL -AZADI
HARDWARE= GUANTITY:
FINISH: MILL
51. C.H. 2P 20 AMP BREAKER (BAB2020)
COLOR:
ALL DIMENSIONS
INCHEscI
52. C.H. 1P 50 AMP BREAKER (BAB1050)
PAG
DATE= OCT 24, 200 E: OF:
A
53. C.H. 1P 20 AMP BREAKER (BAB1020)
AMP
I POLE
54. C.H. 1P 15 AMP BREAKER (BAB1015)
LIGHTING A
two
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
F 52,
C.H. 1P 50 AMP BREAKER (BAB1050)
56. HUBBELL SWITCH (CS1201 -I)
2
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
C.N. 1P 20 AMP BREAKER (BAB1020)
1440
58. SQUARE D LIGHTING CONTACTOR
C.H. 1P 15 AMP BREAKER (BAB1015)
IM
(9810DPA32VO2UI)
,� a
55.
3
61. SOUTHC❑ DOOR S.S. HINGE (F6 -3 -1)
50
7013
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK ''BEST' (5L7RL2 -626)
0
0
E�
LIGHTING B
66. SQUARE D TERMINAL BLOCK
SQUARE D LIGHTING CONTACTOR
67. SQUARE D END CAP
70. 1 "X.25' GASKET
CONTRACTOR IS RESPONSIBLE
TO VERIFY METER
ARRANGEMENT
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
0
CITY OF RENTON
SUBMITTAL
R O WN F I E LD
MANUFACTURING. INC.
1820 BICKFORD AVE. S:VOHOMISH WA
QW368 0572 Fax (360,568 0577
JOB NAME: CITY OF RENTON
DISTRIBUTION=
CONTRACTOR=
PURCHASE ORDER=
MATERIAL: .125 5052 -H32 ALUM.
THIS DRAINING IS THE PROPERTY OF BROWNFIELD
MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT
GRANT THE RIGHT TO MAKE USE. OR SELL WHAT IS
REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN
CONSENT OF BROWNFIELD MANUFACTURING INC.
COATING TYPE=
DRAWN BY= MEKKI AL -AZADI
HARDWARE= GUANTITY:
FINISH: MILL
SCXE a NONE I 50F91% W
COLOR:
ALL DIMENSIONS
INCHEscI
WWVX IPAWMS HULL
THESE
PAG
DATE= OCT 24, 200 E: OF:
A
AMP
CITY OF RENTON
SUBMITTAL
2oA
BREAKER SCHEDULE
NOTES:
SERVICE VOLTAGE, 11!D-E40 NUS RATING CLAW
MOUNTING• NIS COWECTIONo 2 P 3 W
LOCATION
DRAWM o
CUROAT
DESCRIPTION
VOLTAMPS
WEAKER
ICKT.
NO.
CM ECTION
A H
CKT,
MM
WREAKER
VOLTAMPS
A
CURCUIT
DESCRIPTION
A
AMP
I POLE
AMP POLE
LIGHTING A
two
F 52,
C.H. 1P 50 AMP BREAKER (BAB1050)
2
I 53.
C.N. 1P 20 AMP BREAKER (BAB1020)
1440
LLGHTING CONTROL
C.H. 1P 15 AMP BREAKER (BAB1015)
IM
�, o
,� a
55.
3
4
50
1 1
GFCI. RECEPTACLE 20 AMP (LEVITON 689E
4900
SIGNAL
LIGHTING B
58.
SQUARE D LIGHTING CONTACTOR
51
50
19"
(9810DPA32V02UI)
a
1920
LIGHTING D
LIGHTING C
1920
61.
SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
10
•
19ea
1920
u
12
'
51
s1
'
65.
DEAD BOLT LOCK 'BEST' (5L7RL2 -626)
•
66.
SQUARE D TERMINAL BLOCK
° 4s
67.
SQUARE D END CAP
H.
H.
70.
1'X.25' GASKET
TOTAL
3i6D
3760
S8's0
6Ta'D
IM A II040
Itw y 12490
TOTAL LOAD 23320
COMMENTS
VA
VA
VA
MAIN WEAKER, 100 AMP
LOCATION TOP FEED
FEEDER SIZE,
>.
LINE AMPS, 100 AMP
PHASING SINGLE
KVA DEMAND-
2oA
NOTES:
LIGHTING C
49.
225 AMP COPPER BUSSING 18 PLC PANNEL
50.
C.H. 2P 100 AMP MAIN (BAB2100)
G 51.
C.H. 2P 20 AMP BREAKER (BAB2020)
F 52,
C.H. 1P 50 AMP BREAKER (BAB1050)
I 53.
C.N. 1P 20 AMP BREAKER (BAB1020)
54.
C.H. 1P 15 AMP BREAKER (BAB1015)
GROUND BAR o 0 0
�, o
,� a
55.
MILBANK METER ENCLOSURE (MS- 24 -TB)
56.
HUBBELL SWITCH (CS1201 -I)
57.
GFCI. RECEPTACLE 20 AMP (LEVITON 689E
58.
SQUARE D LIGHTING CONTACTOR
51
50
(9810DPA32V02UI)
•
61.
SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
•
51
64.
STAINLESS STEEL HANDLE
'
51
s1
'
65.
DEAD BOLT LOCK 'BEST' (5L7RL2 -626)
•
66.
SQUARE D TERMINAL BLOCK
° 4s
67.
SQUARE D END CAP
H.
H.
70.
1'X.25' GASKET
RECORD DOCUMENT
8Y DATE
CONTRACTOR IS RESPONSIBLE
TO VERIFY METER
ARRANGEMENT
MEETS EUSERC REQUIREMENTS
[ APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
MATERIAL:
COATING TYPE:
DRAWN BY: MEKKI AL -AZADI
HARDWARE: QUANTITY:
FINISH:
COLOR+
DATE: OCT 24, -2004 PAGE: OF
RO WNFIELD
MANUFACTURING, INC.
1920 BICKFORD AVE. SNOHONIISH %A
060 ;56* f572 Fdx iJ(?(7;56f! -0577
THIS DRAWING IS THE PROPERTY OF BROMFIELD
MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT
GRANT THE RIGHT TO MAKE USE, OR SELL WHAT IS
REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN
CONSENT OF BROWNFIELD MANUFACTURING INC.
SCALE a NONE DRAVING NO.I
ALL DIMENSIONS WORKING DRAWINGS BUILD
ARE IN DECIMAL
INCHES TO THESE
CITY OF RENTON ELECTRICAL SERVICE CABINET
9703
4a
HERMAN TRAFFIC ENGINEERING
HIE I
15324 Southeast 133rd Court, Renton, Washington 98059
425 -277 -1740 tel. 425- 277 -5718 fax hte @comcast.net
cz -- 3r 'V a MAY • I �nn�
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