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PORTION OF THE S.E. 1/4 OF SEC. 4, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
CIRCUIT
NO.
LAMP
WATTAGE
LAMP
TYPE
DISTRIBUTION
TYPE
MOUNTING
HEIGHT
MAST
ARM
REMARKS
1
2876B
3 +90
11' RT.
A
100
HPS
M —C —III
25'
10'
2
2878B
5 +48
11' RT.
A
100
HPS
M —C —III
25'
10'
3
2880B
7 +07
1 1' RT.
A
1 1001
HPS
M —C —III
25'
10'
NE 2'1 st
STREET
(SE 104th STREET)
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CONSTRUCTION NOTES
1
4 +00 2 5 +00
---------- - - - - -- .n.r - - - --
2
4
1 4
�
LOT 1
1O ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO PSE POINT
OF SERVICE. COORDINATE WITH PSE FOR ELECTRICAL SERVICE
CONNECTION.
OINSTALL ELECTRICAL SERVICE CABINET AND PAD (SERVICE CABINET IDS
0098) AT APPROXIMATELY STA 3 +37, 17' RT.
OINSTALL NEW TYPE 1 JUNCTION BOX.
4O INSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX AND LIGHT
STANDARD PER LUMINAIRE SCHEDULE AND DETAIL SHEET.
44
LOT 2
LOT 3
WIRING SCHEDULE
2
_ _.6 +00
LOT 4
2
LOT 5
RUN
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N0.
milli
CONDUCTORS
Q1.5"
PVC (SCHEDULE 40)
2 — #89 1 —#8 BARE, 3 — #14 PHOTOCELL
Q1.5"
PVC (SCHEDULE 40)
2 —j/8, 1 —#8 BARE
L
2" PVC (SCHEDULE 80)
3 —#2 SERVICE
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1.5" PVC (SCHEDULE 40)
PULLSTRING FOR FUTURE USE
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CONSTRUCTION NOTES
1
4 +00 2 5 +00
---------- - - - - -- .n.r - - - --
2
4
1 4
�
LOT 1
1O ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO PSE POINT
OF SERVICE. COORDINATE WITH PSE FOR ELECTRICAL SERVICE
CONNECTION.
OINSTALL ELECTRICAL SERVICE CABINET AND PAD (SERVICE CABINET IDS
0098) AT APPROXIMATELY STA 3 +37, 17' RT.
OINSTALL NEW TYPE 1 JUNCTION BOX.
4O INSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX AND LIGHT
STANDARD PER LUMINAIRE SCHEDULE AND DETAIL SHEET.
44
LOT 2
LOT 3
WIRING SCHEDULE
2
_ _.6 +00
LOT 4
2
LOT 5
RUN
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N0.
CONDUIT
CONDUCTORS
Q1.5"
PVC (SCHEDULE 40)
2 — #89 1 —#8 BARE, 3 — #14 PHOTOCELL
Q1.5"
PVC (SCHEDULE 40)
2 —j/8, 1 —#8 BARE
L
2" PVC (SCHEDULE 80)
3 —#2 SERVICE
zL
L _ I
1.5" PVC (SCHEDULE 40)
PULLSTRING FOR FUTURE USE
FtOLL 2 0 0
20' ROAD
DEDICATION
LOT 6
NO
as '
4 2
LOT 7
n
_ ( 3
T- 327<00/
CAUTIQN:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTIL111ES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1 -800- 424 - 5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA T/UN WHERE ANY UNDERGROUND
UT7LI TIES MA Y BE LOCH TED. FAILURE TO DO SO COULD MEAN
BEARING SUBS TAN T 1AL REPAIR COSTS (UP TO THREE TIMES THE_
COST AF REPAIRS TO w SfRwcr).
�FR +091
COS
D
LEGEND
TYPE M -C -III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTION BOX
SERVICE CABINET
PVC CONDUIT (SEE WIRING SCHEDULE)
TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
WIRE NOTE
v CONSTRUCTION NOTE
20 0 20 40
scaie feet
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RECOMMENDE
FOR APPROV L
BY
BY
BY
CHECKED FOR COMPLIANCE
T CITY STANDARDS
Aw-
oA
DATE - L
DATE
ra
NORTHWE57"
TRAFFIC EXPERT
10104 -111th Ave. N.E., Kirkland, WA 9803
Phone. 425.522.4118 Fax: 425.522.4311
Q A. r'4
30251 v ��
s I 1 ECG`
4NAL
[VMS 9/19/06
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25'
30'
35'
28'-3"
40'
33'-3
1' -2"
Ltly I tK ur
uLt
..:
.i;s
SHAFT
SIZE AS REQUIRED
2" N.P.S. SLIPFI T TER
\
N
18'-3"
C�
9 J
T
0.188
R /W LINE
0.219
0.219
w
8
g
N
TYP. CONC. PAD
0.188 WALL BRACKET
2
SIDEWALK
ALUM. ALLOY 6063 -T6
CURB
4 _ 1 w
O.D. 2 N.P.S.
f--
SLIPFI TTER
V
W
5' -9" RADIUS
2"
N
CROADWAY
10' UTILITY EASEMENT—\
1/2- BNC LOCKBOLT
i
BRACKET CABLE
>
GR. 18 -8 S.S.
I
Of
R W
FLUSH JOINT
M
CURB
4-1/2- O.D.
SIDEWALK
--�
R W LINE
11-2„
2„ BY 3/4„
10' MIN.
2' TO 4'
REDUCING WASHER
O
CLEARANCE FROM DRIVEWAY
OVERHANG
n
ALTERNATE
PLAN VIEW
'I..I' 8'
TAPERED ALUM. POLE
L
z
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH
25' -0"
1
FACErOF B TO I
1
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•�, ,»
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--1
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H
25'
30'
35'
28'-3"
40'
33'-3
1' -2"
Ltly I tK ur
uLt
..:
.i;s
SHAFT
��„
CONNECTOR
WITH LOCKNUT
SL
18'-3"
23'-S'
T
0.188
0.188
0.219
0.219
at
TAPERED ALUM. POLE
2' TO 4'
'T' WALL ALLOY 6063 -T6 OVERHANG SINGLE OR DOUBLE MAST
SATIN GROUND FINISH I STREET LIGHT CONDUIT ARM AS REQUIRED
HANDHOLE 4 " x6 " H TRENCH DEPTH 24
OPENING W /COVER 'SL' 151 HANDHOLE. 4 "x6" OPENING
& S.S. SCREWS. TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS 8" 0. D.
GROUND LUG FOUNDATION LOCATION
INSIDE POLE BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS & S.S. SCREWS „
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
Y ° ° 11-1/4" SO. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
Q C.) STREET LIGHT
E--� CONDUIT TRENCH DEPTH 24" 11" TO 12" DI A.
ARE ON SAME CIRCUIT
BOLT CIRCLE
ALTERNATE STREET CROSS SECTION F 1/2" OF BOLT ABOVE MAST ARM WIRING DETAIL
4" CONCRETE PAD FINISHED GRADE
:6 BAS (4) 1" BNC GALV. STEEL old
LIGHT E AN D JUNCTION BOX LOCATIONS
.5 ANCHOR BOLTS WITH - 4 STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL
\
NUTS AND WASHERS
Q, ADOPTED
c CITY OF RENTON 4 ADOPTED ADOPTED
CITY OF RENTON CITY OF RENTON
o Standard plans
a � LST DATE: 12/96 Standard plans Standard plans
LST DATE: 10/30/96 LST DATE: 10/30/96
• DATE I REVISION BY IAPPR01 DWG. NAME: JR -35 SP PAGE: J014
DATE REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION BY APPR DWG. NAME: JR -05 SP PAGE: J006
LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS
VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX
IN DRY WEATHER 50 OF CONCRETE PAD
N 7 OR ABOVE.
3' -0" �
00 a 0 ve v 0 v D ° 0 v Q 7' -0" VARIABLE MIN. 32 7(a0Z
n N 0 1> 00 e 00 �1 -6
I ° ° vo 0 v ,v oD NUMBERING EXAMPLES
e 4 a ed e d
o
� PAN VIEW °° O e v° Z � p 1 P O O
ti o o e0 3 2 5 1 1
O 01 4 0 0 4 "
o a n 0 J 3 6 •: CAUT/0N:
0
p o 0 0 0 ' +� LOCATION OF EXISTING UTILITIES SHOWN IS
pp Da v e v eD 0 4 7 ;o •° •, APPROXIMATE AND MAY NOT BE ACCURATE
C 8 ° = b' OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
LETTER LETTER RESPONSIBILITY TO POTHOLE AS REQUIRED
STREET LIGHT POLE JUNCTION BOX SUFFIXED PREFIXED FRONT VIEW SIDE VIEW AND FIELD VERIFY LOCATION OF UTILITIES
CITY PUGET POWER PRIOR TO PROCEEDING WITH CONSTRUCTION.
OWNED OWNED
UNDERGROUND UTILITY NOTE:
N W TYPICAL JUNCTION BOX B
g ' CURB YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
1 CONCRETE N C R E TE PAD BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
a O� - - UTILI TIES MA Y BE LOCH TED. FAILURE TO DO SO COULD MEAN
a SIDE VIEW o v o v v ° o 0 4" DEEP �'9� �-- 3' 0 " --+� I- - -3' 0 " --♦-i BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
4„ ' °• •4- - °' P. We'* • -' °' COST OF REPAIRS TO THE SERVICE).
w 0 oe e° o MOUNTING �- ��
Q o b HEIGHT F
0 v 0 0 o v 15 FEET 450
>_ o0 o e0 Oe e FRONT VIEW SIDE VIEW RECOMMENDED
m
e e AIFFIC
FLOW FOR APPROVAL
0 v BY
0e o 134 —2" TYPICAL JUNCTION BOX "C" BY
PLAN VIEW CONCRETE PAD eY
INDIVIDUAL JUNCTION BOX in -49-0" Imo— 3' -0"-I CHECKED FOR COMPLIANCE
DECAL: „-�-
4 r. � •• o "e ► °• TO CITY STANDARDS
o v 010 0 0 No o v 0 RELECTORIZED 2 "- 2!q 2V-3" T
DATE
o ► o N OR WHITE LEGEND DATE
0 0 °4 NOTE: CLASS B CONCRETE _ ON BLACK FRONT VIEW SIDE VIEW
cn ► i TO BE USED IN BACKGROUND LATE
46 �,0 CONSTRUCTION OF PAD
4 00
o ° � ► , TYPICAL CONCRETE PAD DETAILS ANNA
O ► o ►v v v 1, ll � CONCRETE PAD DETAILS STREET LIGHT STANDARD � -� c sy.
DECAL NUMBERING SYSTEM
Q
-�
1 ADOPTED
PLAN VIEW NOR ADOPTED ADOPTED TH WE-S T
♦� cr" or 1111011101 � CM Or M011 ON 3o2s �
Standard plans . . ♦ . TRA FF /C AEXPER T , � � �•�,�
S. E
LST DATE: 10/30/96 Standard plans Standard plans O N�L 0
LST DATE: 12/96 LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 9803 o -ll-
2
A I REVISON I By 6pg� DWG. NAME: JR -07 SP PAGE: J
Phone: 425.522.4118 Fax: 425.522.4311 ["E* 91'$A*
vim DWG. NAME: JR -0911 SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015
c� r' 3 2;%P02
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8
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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)
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51 so
a
a
20a NOTES:
Ln 01
0
.I
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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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