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EXISTING LUMINAIRE �
250W, 35' MH
I
EXISTING 5' ROADWAY SLOPE: &
SIDEWALK EASEMENT
REC. N0. 6717926 (TO THE
CITY OF RENTON)
I
1.
C
C
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EXISTING LUMINAIRE
250W, 35' MH
L
EXISTING LUMINAIRE
250W, 35' MH I
NE 20th ST.
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PORTION OF THE S.E. 1/4 OF SEC. 4, WN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
POLE SCHEDULE
POLE
N0.
flit
POLE
LOCATION
I POLE
OFFSET
I CIRCUIT
N0.
LAMP
WATTAGE
I LAMP
TYPE
I DISTRIBUTION
TYPE
MOUNTING
HEIGHT
MAST
ARM
REMARKS
1
2882B
2 +24
22' RT.
W
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EXISTING LUMINAIRE �
250W, 35' MH
I
EXISTING 5' ROADWAY SLOPE: &
SIDEWALK EASEMENT
REC. N0. 6717926 (TO THE
CITY OF RENTON)
I
1.
C
C
/I
EXISTING LUMINAIRE
250W, 35' MH
L
EXISTING LUMINAIRE
250W, 35' MH I
NE 20th ST.
i
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i
PORTION OF THE S.E. 1/4 OF SEC. 4, WN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
POLE SCHEDULE
POLE
N0.
POLE
ID N0.
POLE
LOCATION
I POLE
OFFSET
I CIRCUIT
N0.
LAMP
WATTAGE
I LAMP
TYPE
I DISTRIBUTION
TYPE
MOUNTING
HEIGHT
MAST
ARM
REMARKS
1
2882B
2 +24
22' RT.
A
100
HPS
M -C -III
14'
NA
DECORATIVE POLE
2
2884B
4 +10
22' RT.
A
100
HPS
M -C -lil
14'
NA
DECORATIVE POLE
3
2886B
5 +67
22' RT.
A
100
HPS
M -C -III
14'
NA
DECORATIVE POLE
4
2888B
7 +29
22' RT.
A
100
HPS
M -C -III
14'
NA
DECORATIVE POLE
I
i
NE 20th ST.
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SMT
SMT
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I
CA L.JT/ON:
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 UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
BEFOIR£ BEGINNING EXCA VA TIOIN WHERE ANY UNDERGROUND
UT1LI TIES MA Y BE LOCA TED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
FtClLL�200 � F R�109
LEGEND
TYPE M-C -III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
�-( TYPE M -C -III H.P.S. LUMINAIRE,
AND DECORATIVE STYLE POLE
-- - - - - -- PVC CONDUIT (SEE WIRING SCHEDULE)
® TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
QWARE NOTE
O CONSTRUCTION NOTE
CONSTRUCTION NOTES
OROUTE 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 ID#
0099) AT APPROXIMATELY STA 7 +42, 23' RT.
OINSTALL NEW TYPE 1 JUNCTION BOX.
4O INSTALL CONCRETE FOUNDATION AND LUMEC P135A -14 POLE WITH
Z40- 100HPS- 3- AC- 240 -SFZ4 LUMINAIRE FIXTURE.
WIRING SCHEDULE
RUN
N0.
CONDUIT
CONDUCTORS
1
1.5" PVC (SCHEDULE 40)
2 — #8, 1-- #8 BARE, 3 - #14 PHOTOCELL
2
1.5" PVC (SCHEDULE 40)
2 - #8, 1 - #8 BARE
3
2" PVC (SCHEDULE 80)
3 - #2 SERVICE
T 32 750
x
E-�
O
Z
40 0 40 80
scare feet
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE /C- j2 — 4�5
DATE
ra
NORTHWEST
TRA rF-IC EXPERTS �
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
• M
A`
WAf
p 3025'
ANAL
.30•
11
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a
R/W LINE
SIDEWALK
CURB
CROADWAY
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
23' -3
35'
28' -3"
40'
33' --3"
SL
18'- -3
T
0.188
0.188
0.219
0.219
/-- TAPERED ALUM. POLE
T WALL ALLOY 6063 -T6
SATIN GROUND FINISH
HANDHOLE 4 "x6"
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1' -6"
,
OVERHANG
' H'
I STREET LIGHT
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
' SL'
DATE REVISION I BY IAPPRj
LIGHTING STANDARD & JUNCTION BOX
� 7
oOv D
op p D Ov p p o a D p Ov
4 v ° v o ° ° p° vD
4
eQ 0 0 aD ° e4 c� eQ
PLAN VIEW °° v ° Z D ° o 3 '
0 p 0 p = e
0 O 4 0 �_
ti o
toll
� 'J
0
p eD e
O� 0
pv o v �v D
O D
STREET LIGHT POLE VJUNCTION BOX
yyyo
V1
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O
0
W
U
aoC.
Q
w
a
0
SIDE VIEW
INDIVIDUAL JUNCTION BOX
ov Oo 0 0 be0v O
o D v
O o e 0 O ev4
cn ° i D
� e D e O
4 cr3 5 o O
4 0
0 ► 0 wv v v
tow -004
1'
PLAN VIEW
0
z
4" DEEP
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
CONSTRUCTION OF PAD
�' CONCRETE PAD DETAILS
ADOPTED
crrlr or mmom
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -07 SP PAGE: J(
10' UTILITY EASEMENT --\
I
1'--2"
2' TO 4'
OVERHANG
GOP
,H, 8.
1
(FACE OF CU B TO
CENTER OF ROLE
'SL'
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
Standard plans
-c LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50OF
fl OR ABOVE.
MOUNTING
HEIGHT
15 FEET
NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY
OWNED
IDI A nl ail r'\AI
DECAL:
RELECTORI ZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
LETTER
PREFIXED
PUGET POWER
OWNED
13/47-2 „
2 "_21 � 2V -3"
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
My or
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7, - 0„
1' -6'
0 ,
4„ ;IeL 4911 • 16014c lr�
to
ni
o '
•
�o
.° o
FRONT VIEW
VARIABLE --
3' - 0"
MIN.
SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4'• . o. .�.... ; .
FRONT VIEW
1 —3' - 0 " - --�
SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
4 .�� ... .... ...
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
. ROLL200 FR 11 !0
ADOPTED
a" or m 1m
Standard plans
LST DATE: 11/7/96
DING. NAME: JR -36A SP PAGE: JO 15
70:43275 02
CAUTION:
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 UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS ?-
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
U TILI TIES MA Y BE LOCH TED. FAIL URE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED
FOR APPROVAL
er
By
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
ra
NORTHWEST
TRAFF14C EXPERTS �
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
ca -7'= 327602
• 4
A L
WAS
Ul
30251
sict
14
V
N
1 -
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1 C a
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:1
0
8
8
6
0
0
0
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Q O
O Q
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Z
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W �
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S
r
FUSE KITS
MiN
ITEM
BOX TYPE
TYPE 1
TYPE 2
QUICK DISCONNECT
ALTERNATE 8
A
Box Outside lea th
22"
10 AMP
IN LINE FUSE
Reinforcement
Box Outside Width
17"
TO LUMINAIRE
KITS -
S.E.C. OR EQUAL
Box Inside Length
18"
19"
28"
TYPICAL DESIGN
"B"
13"
14"
17"
E
JUNCTION BOX
18"
18"
26 1/2"
F
Lid Width
13"
13"
17"
G
Box De th
1/4 MINIMUM
SPLICE KITS
GROUND LUG
H
Lid do Frame Depth
5 16"
DRAIN HOLE
CLEAR EPDXY SPLICE
J
Wall Thickness Min.
1 1/2"
1 1/2"
1 1 2"
KITS ON ALL THRU
2" MIN. GROUT
W-3
W- 2.5
W- 2.5
L
WIRE RUNS
UNDER POLE
See Detail
See Detail
5
TOP OF CONCRETE
CRETE
BASE
1920
RECEPTICAL
FOUNDATION TO
BE LEVEL WITH
P'Ap ON
„
5
7
8
20
2
1920
TOP OF SIDEWALK
LIGHTING C
9"
20
2
9
OR CURB.
192o
1920
1
2
11
12
=III IIII
_
#8 BARE °1� =1 =111
°•I
I =III it I =
_
= I1 IIII IIII
COPPER
�I%"1�= IIII =1111
GROUND WIRE
oo
TOTAL
5760
5760
1 - #8 GREEN
GROUND
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:
CLAMP
LINE AMPS: 100 AMP
PHASING SINGLE
KVA DEMAND:
4,
2- (SIZED AS REQ'D)
PVC CONDUIT
LIGHTING SYSTEM
SYSTEM
WIRES TO CONTACTOR
CONCRETE
5/8 "x8'
FOUNDATION
�'
3' SQ.
COPPER -CLAD
OR DIA.
DATE
I GROUND ROD
LIGHTING A
W
Y
w
LIGHTING B
Q_
Q_
,1 X
METER
BASE
MAIN
20A
20A
rnnvv r�� �
SPLICE KIT
ro1����■ r M_
WYE SPLICE
//� �� / / / / / / /// /IIII. ....1������\\\���, \ \ \ \\ •
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.
4000PS1 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 o 10' X 27 1/2" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
A
JUNCTION BOX DIMENSION TABLE I c
ITEM
MiN
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE 8
A
Box Outside lea th
22"
22"
33"
Reinforcement
Box Outside Width
17"
17"
22 1/2"
C
Box Inside Length
18"
19"
28"
D
Box Inside Width
13"
14"
17"
E
Lid Length
18"
18"
26 1/2"
F
Lid Width
13"
13"
17"
G
Box De th
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
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
Lia Support
1 8'Min. Thick Sted C L or T. - A36
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
*GALVANIZED STEEL
FUSE KIT
LEGEND DETAIL (Mark L) -� LEGEND
SIGNALS
LIGHTING LIGHTING •
TS- LT
UNDERGROUND TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
SYSTEM FUSE KIT & SPLICE KIT DETAILS
ADOPTED ADOPTED
Y OF RENTON CITY OF RENTON -Form Letters with 1/8* Weld
CIT
♦ � ♦ ♦ ♦ Bead. Grind off Diamond 1,• �,,, I
Standard Inns Pattern before forming
P Standard plans letters.
-� tSr DATE: 12/96 -,� LST DATE: 11/5/96 ILLUMINATION SYSTEM LEGEND
PR DWG. NAME: JR -06 SP PAGE: J007 DATE_ _ _ __ _ ____- REVISION BY APPR DWG. NAME: JR -12 SP PAGE: JO13 I DATE I REVISION I BY IAPPR
TO
PHOTO CELL
15A
TEST
SWITCH
50A
�1
SIGNAL
20A
LIGHTING D
20A
Q 20A NOTES:
W LIGHTING C 49. 225 AMP COPPER BUSSING 18 PLC PANNEL
0 50. C.H. 2P 100 AMP MAIN (BAB2100)
G 51. C.H. 2P 20 AMP BREAKER (BAB2020)
M p F 52. C.H. 1P 50 AMP BREAKER (BAB1050)
z
0
W
Cr
O
Z
1 53.
GROUND BAR 1 0 0 0 6 o o 0 0 0 54.
55.
56.
57.
58.
61.
64.
65.
66.
67.
70.
C.H. 1P 20 AMP BREAKER (BAB1020)
C.H. 1P 15 AMP BREAKER (BAB1015)
MILBANK METER ENCLOSURE (MS- 24 -TB)
HUBBELL SWITCH (CS1201-1)
GFCI. RECEPTACLE 20 AMP (LEVITON 6898
SQUARE D LIGHTING CONTACTOR
(981 ODPA32VO2UI)
SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
STAINLESS STEEL HANDLE
DEAD BOLT LOCK "BEST" (5L7RL2-626)
SQUARE D TERMINAL BLOCK
SQUARE D END CAP
1 "X.25" GASKET
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: r QUANTITY:
FINISH:
COLOR:
DATE: OCT 24, 20o PAGE: OF:
ROLL200
16.
4
tiG
ELEVATION VIEW
r � �oa�ouT
WL
M.
7 6' GRAVEL PAD
COMPACTED
TYPICAL ,111NCTION BOX INSTALLATION DETAILS
ud M TYPE T BOX
G1 TYPE 'u' Box
L1a OAQ. flog
HOOK DETAIL PLAN SYMBOLS
(2 H••r. v LW)
JUNCTION BOX DETAILS
ADOPTED
CITY OF RENTON
Standard plans
-� LST DATE: 1 1 /89
DWG. NAME: JR -36 SP PAGE: J016
ra
NORTHWEST
TRA A =F w/ III c E XPERTS
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax. 425.522.4311
�'.'
Fst d
30251 �v
ASS
G1 STE TO
TONAL
EXPIRES: 9/15/06
CAUTION:
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 UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
U RLI TIES MA Y BE LOCH TED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
NOTES:
49. 225 AMP COPPER BUSSING 18 PLCS PANNEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C.H. 1P 50 AMP BREAKER (BAB1050)
53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1P 15 AMP BREAKER (BAE31015)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
56. HUBBELL SWITCH (CS1201-1)
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
58. SQUARE D LIGHTING CONTACTOR
(981 ODPA32VO2UI)
0 0 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
w 64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARED TERMINAL BLOCK
67. SQUARE D END CAP
70. 1 tvX.25 9� GASKET CONTRACTOR IS RESPONSIBLE
TO VERIFY METER
ARRANGEMENT
T -3Z 7s03
FR 111
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
JOB NAME: CITY OF RENTON
DIISTRIBUTION:
CONTRACTOR:
PURCMASE ORDER:
MATERIAL: .125 5052 -M32 ALUM.
COATING TYPE:
DRAWN BY: MEKKI AL -AZADI
HARDWARE: I QUANTITY:
FINISH: MILL
COLOR:
DATE: OCT 24, 20021 PAGE: OF:
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
3 2 7�5c0
• i
BREAKER SCHEDULE
SERVICE VOLTAGE: 120 -240
MOUNTING:
BUS RATING: 250 AMP
BUS CONNECTION: 2 P 3 W
LOCATION
DRAWING
CURCUIT
DESCRIPTION
VOLTAMPS
BREAKER
CKT
NO.
CONNECTION
A B
T.
NO.
BREAKER
VOLTAMPS
A B
CURCUIT
DESCRIPTION
A
AMP
POLE
AMP POLE
LIGHTING
A
1920
20
2
1
2
15
1
1440
LIGHTING CONTROL
1920
20
2
3
4
50
1
4800
SIGNAL
LIGHTING B
1920
1
20
2
5
6
20
1
1920
RECEPTICAL
1920
20
2
7
8
20
2
1920
LIGHTING D
LIGHTING C
1920
20
2
9
10
192o
1920
20
2
11
12
TOTAL
5760
5760
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:
LINE AMPS: 100 AMP
PHASING SINGLE
KVA DEMAND:
Q 20A NOTES:
W LIGHTING C 49. 225 AMP COPPER BUSSING 18 PLC PANNEL
0 50. C.H. 2P 100 AMP MAIN (BAB2100)
G 51. C.H. 2P 20 AMP BREAKER (BAB2020)
M p F 52. C.H. 1P 50 AMP BREAKER (BAB1050)
z
0
W
Cr
O
Z
1 53.
GROUND BAR 1 0 0 0 6 o o 0 0 0 54.
55.
56.
57.
58.
61.
64.
65.
66.
67.
70.
C.H. 1P 20 AMP BREAKER (BAB1020)
C.H. 1P 15 AMP BREAKER (BAB1015)
MILBANK METER ENCLOSURE (MS- 24 -TB)
HUBBELL SWITCH (CS1201-1)
GFCI. RECEPTACLE 20 AMP (LEVITON 6898
SQUARE D LIGHTING CONTACTOR
(981 ODPA32VO2UI)
SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
STAINLESS STEEL HANDLE
DEAD BOLT LOCK "BEST" (5L7RL2-626)
SQUARE D TERMINAL BLOCK
SQUARE D END CAP
1 "X.25" GASKET
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: r QUANTITY:
FINISH:
COLOR:
DATE: OCT 24, 20o PAGE: OF:
ROLL200
16.
4
tiG
ELEVATION VIEW
r � �oa�ouT
WL
M.
7 6' GRAVEL PAD
COMPACTED
TYPICAL ,111NCTION BOX INSTALLATION DETAILS
ud M TYPE T BOX
G1 TYPE 'u' Box
L1a OAQ. flog
HOOK DETAIL PLAN SYMBOLS
(2 H••r. v LW)
JUNCTION BOX DETAILS
ADOPTED
CITY OF RENTON
Standard plans
-� LST DATE: 1 1 /89
DWG. NAME: JR -36 SP PAGE: J016
ra
NORTHWEST
TRA A =F w/ III c E XPERTS
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax. 425.522.4311
�'.'
Fst d
30251 �v
ASS
G1 STE TO
TONAL
EXPIRES: 9/15/06
CAUTION:
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 UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
U RLI TIES MA Y BE LOCH TED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
NOTES:
49. 225 AMP COPPER BUSSING 18 PLCS PANNEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C.H. 1P 50 AMP BREAKER (BAB1050)
53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1P 15 AMP BREAKER (BAE31015)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
56. HUBBELL SWITCH (CS1201-1)
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
58. SQUARE D LIGHTING CONTACTOR
(981 ODPA32VO2UI)
0 0 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
w 64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARED TERMINAL BLOCK
67. SQUARE D END CAP
70. 1 tvX.25 9� GASKET CONTRACTOR IS RESPONSIBLE
TO VERIFY METER
ARRANGEMENT
T -3Z 7s03
FR 111
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
JOB NAME: CITY OF RENTON
DIISTRIBUTION:
CONTRACTOR:
PURCMASE ORDER:
MATERIAL: .125 5052 -M32 ALUM.
COATING TYPE:
DRAWN BY: MEKKI AL -AZADI
HARDWARE: I QUANTITY:
FINISH: MILL
COLOR:
DATE: OCT 24, 20021 PAGE: OF:
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
3 2 7�5c0
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