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SEC. 15, P 2 N , 5 E.9 '
>- GENERAL NOTES
m
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PSE COORDINATION, INCLUDING
SUBMITTING APPLICATION FOR SERVICE CHANGE AND PAYING ANY APPLICABLE FEES
FOR PSE DESIGN AND CONSTRUCTION.
3. ANY OVERHEAD POWER LINES SHALL PROVIDE A MINIMUM OF 10' OF HORIZONTAL
o AND /OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES.
4. ALL NEW JUNCTION BOXES SHALL HAVE LOCKING LIDS PER DETAIL ON SHEET IL3.
I`
M • ■ SCHEDULE
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND TYPE 1 JUNCTION BOX
® WITH CONCRETE PAD
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
OEM ELECTRICAL SERVICE CABINET
- - ® ®® PVC CONDUIT (SEE WIRING SCHEDULE)
WIRE NOTE
OCONSTRUCTION NOTE
POLE
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SEC. 15, P 2 N , 5 E.9 '
>- GENERAL NOTES
m
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PSE COORDINATION, INCLUDING
SUBMITTING APPLICATION FOR SERVICE CHANGE AND PAYING ANY APPLICABLE FEES
FOR PSE DESIGN AND CONSTRUCTION.
3. ANY OVERHEAD POWER LINES SHALL PROVIDE A MINIMUM OF 10' OF HORIZONTAL
o AND /OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES.
4. ALL NEW JUNCTION BOXES SHALL HAVE LOCKING LIDS PER DETAIL ON SHEET IL3.
I`
M • ■ SCHEDULE
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND TYPE 1 JUNCTION BOX
® WITH CONCRETE PAD
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
OEM ELECTRICAL SERVICE CABINET
- - ® ®® PVC CONDUIT (SEE WIRING SCHEDULE)
WIRE NOTE
OCONSTRUCTION NOTE
POLE
POLE
POLE
POLE
LAMP
NO.
MOUNTING
MAST
CIRCUIT
N0.
w
z
$
Z
>
a
WATTAGE
DISTRIBUTION
HEIGHT
a
N0.
LLz�
1756H
N.E. 4TH ST.
a
44.5' RT.
400
M —C —III
40'
14'
A
2
1758H
^LL
LL
SEC. 15, P 2 N , 5 E.9 '
>- GENERAL NOTES
m
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PSE COORDINATION, INCLUDING
SUBMITTING APPLICATION FOR SERVICE CHANGE AND PAYING ANY APPLICABLE FEES
FOR PSE DESIGN AND CONSTRUCTION.
3. ANY OVERHEAD POWER LINES SHALL PROVIDE A MINIMUM OF 10' OF HORIZONTAL
o AND /OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES.
4. ALL NEW JUNCTION BOXES SHALL HAVE LOCKING LIDS PER DETAIL ON SHEET IL3.
I`
M • ■ SCHEDULE
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND TYPE 1 JUNCTION BOX
® WITH CONCRETE PAD
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
OEM ELECTRICAL SERVICE CABINET
- - ® ®® PVC CONDUIT (SEE WIRING SCHEDULE)
WIRE NOTE
OCONSTRUCTION NOTE
POLE
POLE
POLE
POLE
LAMP
NO.
MOUNTING
MAST
CIRCUIT
N0.
w
z
$
W
w
>
a
WATTAGE
DISTRIBUTION
HEIGHT
ARM
N0.
l^.l�
1756H
N.E. 4TH ST.
8 +29
44.5' RT.
400
M —C —III
40'
14'
A
2
1758H
^LL
LL
9 +34
44.5' RT.
400
M —C —III
40'
Q
A
W
Q
SEC. 15, P 2 N , 5 E.9 '
>- GENERAL NOTES
m
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PSE COORDINATION, INCLUDING
SUBMITTING APPLICATION FOR SERVICE CHANGE AND PAYING ANY APPLICABLE FEES
FOR PSE DESIGN AND CONSTRUCTION.
3. ANY OVERHEAD POWER LINES SHALL PROVIDE A MINIMUM OF 10' OF HORIZONTAL
o AND /OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES.
4. ALL NEW JUNCTION BOXES SHALL HAVE LOCKING LIDS PER DETAIL ON SHEET IL3.
I`
M • ■ SCHEDULE
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND TYPE 1 JUNCTION BOX
® WITH CONCRETE PAD
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
OEM ELECTRICAL SERVICE CABINET
- - ® ®® PVC CONDUIT (SEE WIRING SCHEDULE)
WIRE NOTE
OCONSTRUCTION NOTE
POLE
POLE
POLE
POLE
LAMP
NO.
MOUNTING
MAST
CIRCUIT
N0.
ID NO.
STREET
LOCATION
OFFSET
WATTAGE
DISTRIBUTION
HEIGHT
ARM
N0.
1
1756H
N.E. 4TH ST.
8 +29
44.5' RT.
400
M —C —III
40'
14'
A
2
1758H
N.E. 4TH ST.
9 +34
44.5' RT.
400
M —C —III
40'
14'
A
WIRING SCHEDUL-3
RUN
NO.
CONDUIT
CONDUCTORS
REMARKS
1
EX. 1.5"
PVC
3 — #2
REMOVE EX. CONDUCTORS
2
1.5" PVC (SCHEDULE 80)
3 — #2
INTERCEPT, EXTEND EX. CONDUIT
3
2" PVC
(SCHEDULE
40)
2 — #8, 1 — #8 GREEN, 3 — #12 PHOTOCELL
4
2" PVC
(SCHEDULE
40)
2 — #8, 1 — #8 GREEN
5
2" PVC
(SCHEDULE
80)
1
SPARE, INSTALL PULLCORD
OCONNECT PHOTOCELL ON EXISTING LUMINAIRE TO NEW PHOTOCELL CONDUCTORS FROM ELECTRICAL
SERVICE CABINET. REPLACE ANY EXISTING SOLID COPPER CONDUCTORS BETWEEN JUNCTION BOX
AND LUMINAIRE WITH NEW STRANDED CONDUCTORS PER STANDARD SPECIFICATIONS. REPLACE
EXISTING FUSE KITS PER DETAILS ON SHEETS I1-3 AND I1-4. BOND EXISTING JUNCTION BOX LID.
OCOORDINATE WITH PUGET SOUND ENERGY (PSE) FOR DISCONNECTION OF SERVICE AT EXISTING
UTILITY POLE. REMOVE EXISTING SERVICE CONDUCTORS. REROUTE SERVICE ENTRANCE CONDUIT
(UNINTERRUPTED) TO ELECTRICAL SERVICE CABINET. INSTALL NEW SERVICE ENTRANCE
CONDUCTORS PER PSE REQUIREMENTS, COORDINATE WITH PSE FOR SERVICE RECONNECTION.
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RECORD DOCUMENT
BY DATE
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NOTES:
�E
o +,
LIGHTING c
SERVICE VOLTAGE: 120 -240
MOUNTING:
BUS RATING: 250 AMP
BUS CONNECTION, 2 P 3 W
0
49,
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CKT
NO.
W
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z
B.M.I. EURTN
1-A-
11
10,50 -1 4,00
8,00 1,00
0 TYP 2,00
6.00 0,75x1,25 TYP
TYP 1600
13.004,00
CITY OF RENTON
. 1 1'
SUBMITTAL
NOTES:
49 225 AMP COPPER BUSSING 18 PLCS PANEL
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 (BAB1015)
55, MILBANK METER ENCLOSURE (MS- 24 —TB)
56 HUBBELL SWITCH (CS1201 —I)
57 GECI, RECEPTACLE 20 AMP (LEVITON 6898 —I)
58, SQUARE D LIGHTING CONTACTOR
(9810DPA32V❑2UI)
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
13 64, STAINLESS STEEL HANDLE
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
TO VERIFY METER
ARRANGEMENT
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
MENr
B.M.I. EURTN
METER
BASE
MAIN
20A
LIGHTING A
—4
20A
LIGHTING B
TO
PHOTO CELL
15A
TEST
B
SWITCH
50A
�L
SIGNAL
20A
fT�-] 1--
LIGHTING D
20A
CITY OF RENTON
SUBMITTAL
BREAKER SCHEDULE
NOTES:
LIGHTING c
SERVICE VOLTAGE: 120 -240
MOUNTING:
BUS RATING: 250 AMP
BUS CONNECTION, 2 P 3 W
49,
w
w
Z
Z
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Y
O
CKT
NO.
rn
o
o
U
¢
A
B
AMP
POLE
AMP POLE
ry
1920
20
2
1
1P 50 AMP
2
n
1
1440
c 53,
LIGHTING CONTROL
1P 20 AMP
1920
n
2
3
4
50
1
55.
Q
SIGNAL
LIGHTING B
1920
SWITCH
20
W
5
6
20
1
1920
RECEPTICAL
Q
1920
20
2
7
8
20
2
1920
LIGHTING D
LIGHTING C
1920
i
20
2
9
10
20
2
1920
m
0
z
B.M.I. EURTN
1-A-
11
10,50 -1 4,00
8,00 1,00
0 TYP 2,00
6.00 0,75x1,25 TYP
TYP 1600
13.004,00
CITY OF RENTON
. 1 1'
SUBMITTAL
NOTES:
49 225 AMP COPPER BUSSING 18 PLCS PANEL
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 (BAB1015)
55, MILBANK METER ENCLOSURE (MS- 24 —TB)
56 HUBBELL SWITCH (CS1201 —I)
57 GECI, RECEPTACLE 20 AMP (LEVITON 6898 —I)
58, SQUARE D LIGHTING CONTACTOR
(9810DPA32V❑2UI)
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
13 64, STAINLESS STEEL HANDLE
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
TO VERIFY METER
ARRANGEMENT
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
MENr
B.M.I. EURTN
METER
BASE
MAIN
20A
LIGHTING A
—4
20A
LIGHTING B
TO
PHOTO CELL
15A
TEST
B
SWITCH
50A
�L
SIGNAL
20A
fT�-] 1--
LIGHTING D
20A
CITY OF RENTON
SUBMITTAL
BREAKER SCHEDULE
NOTES:
LIGHTING c
SERVICE VOLTAGE: 120 -240
MOUNTING:
BUS RATING: 250 AMP
BUS CONNECTION, 2 P 3 W
49,
LOCATION
DRAWING #
AMP COPPER
�Illlp
VOLTAMPS
BREAKER
CKT
NO.
CONNECTION
A B
CKT.
NO,
BREAKER
VOLTAMPS
A B
CURCUIT
DESCRIPTION
A
B
AMP
POLE
AMP POLE
LIGHTING A
1920
20
2
1
1P 50 AMP
2
15
1
1440
c 53,
LIGHTING CONTROL
0
z
B.M.I. EURTN
1-A-
11
10,50 -1 4,00
8,00 1,00
0 TYP 2,00
6.00 0,75x1,25 TYP
TYP 1600
13.004,00
CITY OF RENTON
. 1 1'
SUBMITTAL
NOTES:
49 225 AMP COPPER BUSSING 18 PLCS PANEL
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 (BAB1015)
55, MILBANK METER ENCLOSURE (MS- 24 —TB)
56 HUBBELL SWITCH (CS1201 —I)
57 GECI, RECEPTACLE 20 AMP (LEVITON 6898 —I)
58, SQUARE D LIGHTING CONTACTOR
(9810DPA32V❑2UI)
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
13 64, STAINLESS STEEL HANDLE
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
TO VERIFY METER
ARRANGEMENT
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
MENr
B.M.I. EURTN
METER
BASE
MAIN
20A
LIGHTING A
—4
20A
LIGHTING B
TO
PHOTO CELL
15A
TEST
B
SWITCH
50A
�L
SIGNAL
20A
fT�-] 1--
LIGHTING D
20A
CITY OF RENTON
SUBMITTAL
2oA
BREAKER SCHEDULE
NOTES:
LIGHTING c
SERVICE VOLTAGE: 120 -240
MOUNTING:
BUS RATING: 250 AMP
BUS CONNECTION, 2 P 3 W
49,
LOCATION
DRAWING #
AMP COPPER
CURCUIT
DESCRIPTIDN
VOLTAMPS
BREAKER
CKT
NO.
CONNECTION
A B
CKT.
NO,
BREAKER
VOLTAMPS
A B
CURCUIT
DESCRIPTION
A
B
AMP
POLE
AMP POLE
LIGHTING A
1920
20
2
1
1P 50 AMP
2
15
1
1440
c 53,
LIGHTING CONTROL
1P 20 AMP
1920
20
2
3
4
50
1
55.
4800
SIGNAL
LIGHTING B
1920
SWITCH
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
20
2
1920
1920
20
2
11
12
TOTAL
5760
5760
5280
6720
BUS A 11040
BUS B 12480
TOTAL LOAD 23520
COMMENTS
VA
VA
VA
MAIN BREAKER, 100 AMP
LOCATION TOP FEED
FEEDER SIZE:
SOURCE,
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)
51.
C.H.
2P 20 AMP
BREAKER (BAB2020)
'o
F 52,
C.H.
1P 50 AMP
BREAKER (BAB1050)
'°
c 53,
C,H,
1P 20 AMP
BREAKER (BAB1020)
TI 54,
C,H,
1P 15 AMP`
BREAKER (BAB1015)
55.
MILBANK METER
ENCLOSURE (MS- 24 —TB)
56.
HUBBELL
SWITCH
(CS1201 —I)
57
GECI
RECEPTACLE
20 AMP (LEVIT ❑N 6898 —I)
0 o 0
® 51 50 a
0 0
51 52
54
51 53
51
0 49 0
o
00000000007000070
° 66 °
0 57 56
e o 0 0 0 0
o
0 58 0
0 0
58, SQUARE D LIGHTING CONTACTOR
(9810DPA32VO2UI)
61, SOUTHC❑ DOOR S,S. HINGE (F6 -3 -1)
64, STAINLESS STEEL HANDLE
65, DEAD BOLT LOCK "BEST" (51-71RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70, 1 "X.25" GASKET
MATERIAL:
COATING TYPE
DRAWN BY: MEKKI AL -AZADI
HARDWARE QUANTITY;
FINISH:
COLOR.
DATE: OCT 24, 200d PAGE;
CONTRACTOR IS RESPONSIBLE
TO VERIFY METER
ARRANGEMENT
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
� Sta
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RECORD DOCUMENT
BY DATE
0 -P' 7- -3 If 790: -
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25'
30'
35'
0
T
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23'-3"
SIZE AS
,
33-3"
�
R/W LINE
-111 =1111 =III =
—
IIII= IIIIIIIII�II
_
T
0.188
x
0.219
0.219
I ==
REQUIRED
_
14" X 19" AND 17" X 28"
M
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TYP. CONC. PAD
Via'
a
W
T
--_
8
GALVANIZED HANDHOLE LID
SIDEWALK
a
N
0.188 WALL BRACKET
�`�
20
CURB
R/W
ALUM. ALLOY 6063 —T6
BACK OF S/W
4 -1 /2" _2" N.P.S.
w
0. D. SLIPFITTER
cn
ROADWAY
1/2" BNC LOCKBOLT
5' -9" RADIUS
>-
GR. 18-8 S.S.
1
3:
0
FLUSH JOINT
—�
1' -2"
CURB
4-1/2" O.D.
SIDEWALK
1' -2"
J
Q
R/W LINE
2' TO 4'
�j
10' MIN.
OVERHANG
J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE
IN
TAPERED ALUM. POLE
30'
-0"
CLEARANCE FROM DRIVEWAY
,H,
11.5'
5
z:
0.188 WALL ALLOY 6063 —T6
18'-3" 35'
2 3;
2 -3;;
-0"
ALTERNATE
PLAN VIEW
SL
SATIN GROUND FINISH
28 -3 40'
-0"
W
f--
Q
33' -3"
FACE OF CURB
CENTER 0
TO
POLE
3/8 °' X Z LONG PIN HEX
SECURITY SCREW S.S. (TYP.)
SHAFT
1/2" DIAM. HOLES
H
25'
30'
35'
40'
T
=111 =IIII
11 =IIII =1111
3/4„
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....
15 FEET
SL
18'-3"
23'-3"
28'-3"
,
33-3"
�
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0.188
0.219
0.219
I ==
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0
_
14" X 19" AND 17" X 28"
M
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DOCUMENT
T
....
GALVANIZED HANDHOLE LID
Q
° =1111 IIII -1111
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°
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DOCUMENT
IV
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ITEM
BOX TYPE
LLJ
TYPE 2
ALTERNATE A
ALTERNATE B
A
0—
22"
22"
33"
LLJ
Box Outside Width
17"
17"
22 1/2"
C
Box Inside Length
J
19"
J
IV
mmr\
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside length
22"
22"
33"
B
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 Depth
12"
12"
12"
H
Lid & 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
1 W -2.5
L
Le end
I See Detail
See Detail
ISee Detail
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel — A786
Lid Support
1 8 °Min. Thick Steel C, L or T. - A36
Lid
Diamond Plate Steel — A786
Anchors
I Steel Wire or Tee Plate
Reinforcement
I ASTM A -82 Steel
I I
L
TYPICAL JUNCTION BOX "B"
E CONCRETE PAD
1
O e a ..O D Oa D O O. °. D o O
PLAN VIEW d 4 DEEP 4 „ oaoa0
SIDE VIEW p D D
�D
° > °A A ° D A
v.._..._ = 0 ° D D
° 0 FRONT VIEW SIDE VIEW
ss D A A A A
ELEVA11ON VIEW
— ° vAo TYPICAL JUNCTION BOX "C”
ito ° CONCRETE PAD
" `� BELL ENDS � 3"
Mkt AX. ON CONDUIT MAX
T1P.
JUNCTION 4' — o S-0" °
6 GRAVEL PAD INDIVIDUAL B O X ryoOo ... D oaeat COMPACTED O °o D
6
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F-:
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NWg�LA NW114 SEC. 15
TWR 23 Xf RGE. 5 E, W M.
............ ...........
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......... .
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. . .. ........
............ .. . . . . . . . .......... ..........
-STA ..... 4--74-7-9j---61,T-- MI-A INSIDE'
.... .
............
. ..............
FILLED wl..411 COMPACTED DEPTH
MATCH EXISTING TYPE DEPTH
....
............... ............
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. . . . . . . . . . . ..
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BEGIN DOUBLE YELLOW CENTERLINE
RPM'S To SOUTH PER COR S7D, PLAN
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RPM S° To SOUTH PER COR 57D. PLAN
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STA. 9*18, 25P
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UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
1-800-424-5555
CHANNELIZA 7701V PLAN C7.11
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EX. POLE #4034H /
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CNRICORDED
rax LOT# s52100639
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11
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SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
WE
0 ..
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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PSE COORDINATION, INCLUDING
SUBMITTING APPLICATION FOR SERVICE CHANGE AND PAYING ANY APPLICABLE FEES
FOR PSE DESIGN AND CONSTRUCTION,
3. ANY OVERHEAD POWER LINES SHALL PROVIDE A MINIMUM OF 10' OF HORIZONTAL
AND /OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES.
4. ALL NEW JUNCTION BOXES SHALL HAVE LOCKING LIDS PER DETAIL ON SHEET IL3.
co
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RE d 10.1 H""' LAWI di SNf55
16:
AROM NO
—EX. POLE #17248
100W, 30' M.H. TO
REMAIN I
ASSUMED POUTING
1 OI" EXISTING SERVICE
ENTRANCE ACTUAL
ROUTING MAY BE
3) DIFFERENT
- I
�— EX. UTILITY' POLE,
POINT OF SERVICE
EX. POLE #2756B
100W, 25' M.H. TO
REMAIN
POLE SCHEDULE
LEGEND
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
® LIGHT BASE AND TYPE 1 JUNCTION BOX
WITH CONCRETE PAD
® TYPE 1 JUNCTION BOX WITH CONCRETE PAD
® ELECTRICAL SERVICE CABINET
- - - -- PVC CONDUIT (SEE WIRING SCHEDULE)
AWIRE NOTE
OCONSTRUCTION NOTE
POLE
NO.
a�
STREET
�o
o..
LLN_
z
`� e
00
y
I—
3
—
756H
W
a' a
44.5' RT.
400
M —C —III
�a
c E
14'
A
z
0
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w
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— . .......... — _ —
6 +00 7 +00!
EX. POLE #4034H /
40OW, 40' M.H. TO
REMAIN
I
I
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MARN ACRE TRACTS
CNRICORDED
rax LOT# s52100639
i
N.E. 4TH ST.
11
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9 +00
4\
1.
1
SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
WE
0 ..
1 y I. I
I - W
Uj
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PSE COORDINATION, INCLUDING
SUBMITTING APPLICATION FOR SERVICE CHANGE AND PAYING ANY APPLICABLE FEES
FOR PSE DESIGN AND CONSTRUCTION,
3. ANY OVERHEAD POWER LINES SHALL PROVIDE A MINIMUM OF 10' OF HORIZONTAL
AND /OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES.
4. ALL NEW JUNCTION BOXES SHALL HAVE LOCKING LIDS PER DETAIL ON SHEET IL3.
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16:
AROM NO
—EX. POLE #17248
100W, 30' M.H. TO
REMAIN I
ASSUMED POUTING
1 OI" EXISTING SERVICE
ENTRANCE ACTUAL
ROUTING MAY BE
3) DIFFERENT
- I
�— EX. UTILITY' POLE,
POINT OF SERVICE
EX. POLE #2756B
100W, 25' M.H. TO
REMAIN
POLE SCHEDULE
LEGEND
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
® LIGHT BASE AND TYPE 1 JUNCTION BOX
WITH CONCRETE PAD
® TYPE 1 JUNCTION BOX WITH CONCRETE PAD
® ELECTRICAL SERVICE CABINET
- - - -- PVC CONDUIT (SEE WIRING SCHEDULE)
AWIRE NOTE
OCONSTRUCTION NOTE
POLE
NO.
m
STREET
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POLE
OFFSET
c_ N
DISTRIBUTION
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MAST
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756H
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EX. POLE #4034H /
40OW, 40' M.H. TO
REMAIN
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MARN ACRE TRACTS
CNRICORDED
rax LOT# s52100639
i
N.E. 4TH ST.
11
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9 +00
4\
1.
1
SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
WE
0 ..
1 y I. I
I - W
Uj
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PSE COORDINATION, INCLUDING
SUBMITTING APPLICATION FOR SERVICE CHANGE AND PAYING ANY APPLICABLE FEES
FOR PSE DESIGN AND CONSTRUCTION,
3. ANY OVERHEAD POWER LINES SHALL PROVIDE A MINIMUM OF 10' OF HORIZONTAL
AND /OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES.
4. ALL NEW JUNCTION BOXES SHALL HAVE LOCKING LIDS PER DETAIL ON SHEET IL3.
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16:
AROM NO
—EX. POLE #17248
100W, 30' M.H. TO
REMAIN I
ASSUMED POUTING
1 OI" EXISTING SERVICE
ENTRANCE ACTUAL
ROUTING MAY BE
3) DIFFERENT
- I
�— EX. UTILITY' POLE,
POINT OF SERVICE
EX. POLE #2756B
100W, 25' M.H. TO
REMAIN
POLE SCHEDULE
LEGEND
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
® LIGHT BASE AND TYPE 1 JUNCTION BOX
WITH CONCRETE PAD
® TYPE 1 JUNCTION BOX WITH CONCRETE PAD
® ELECTRICAL SERVICE CABINET
- - - -- PVC CONDUIT (SEE WIRING SCHEDULE)
AWIRE NOTE
OCONSTRUCTION NOTE
POLE
NO.
POLE
ID NO.
STREET
NERM
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
f MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
1
756H
N.E. 4TH ST.
8 +29
44.5' RT.
400
M —C —III
40'
14'
A
2
1758H
N.E. 4TH ST.
9 +34
44.5' RT.
400
M —C —III
40'
1 14'
1 A
(SCHEDULE
80)
1
1 SPARE, INSTALL PULLCORD
z
0
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6 +00 7 +00!
EX. POLE #4034H /
40OW, 40' M.H. TO
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CNRICORDED
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4\
1.
1
SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
WE
0 ..
1 y I. I
I - W
Uj
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PSE COORDINATION, INCLUDING
SUBMITTING APPLICATION FOR SERVICE CHANGE AND PAYING ANY APPLICABLE FEES
FOR PSE DESIGN AND CONSTRUCTION,
3. ANY OVERHEAD POWER LINES SHALL PROVIDE A MINIMUM OF 10' OF HORIZONTAL
AND /OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES.
4. ALL NEW JUNCTION BOXES SHALL HAVE LOCKING LIDS PER DETAIL ON SHEET IL3.
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RE d 10.1 H""' LAWI di SNf55
16:
AROM NO
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ASSUMED POUTING
1 OI" EXISTING SERVICE
ENTRANCE ACTUAL
ROUTING MAY BE
3) DIFFERENT
- I
�— EX. UTILITY' POLE,
POINT OF SERVICE
EX. POLE #2756B
100W, 25' M.H. TO
REMAIN
POLE SCHEDULE
LEGEND
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
® LIGHT BASE AND TYPE 1 JUNCTION BOX
WITH CONCRETE PAD
® TYPE 1 JUNCTION BOX WITH CONCRETE PAD
® ELECTRICAL SERVICE CABINET
- - - -- PVC CONDUIT (SEE WIRING SCHEDULE)
AWIRE NOTE
OCONSTRUCTION NOTE
POLE
NO.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
f MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
1
756H
N.E. 4TH ST.
8 +29
44.5' RT.
400
M —C —III
40'
14'
A
2
1758H
N.E. 4TH ST.
9 +34
44.5' RT.
400
M —C —III
40'
1 14'
1 A
WIRING SCHEDULE
RUN
NO.
CONDUIT
CONDUCTORS
REMARKS
1
EX. 1.5"
PVC
3 — #2
REMOVE EX. CONDUCTORS
2
1.5" PVC (SCHEDULE 80)
3 — #2
INTERCEPT, EXTEND EX. CONDUIT
3
2" PVC
(SCHEDULE
40)
2 — #8, 1 — #8 GREEN, 3 — #12 PHOTOCELL
4
2" PVC
(SCHEDULE
40)
2 — #8, 1 — #8 GREEN
5
2" PVC
(SCHEDULE
80)
1
1 SPARE, INSTALL PULLCORD
CON_ STRUCTION NOTES
36
O INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT BREMERTON AVE. N.E., STA. 8 +33, 24'
LT. LABEL CABINET AS #0130. vv .�
OCONNECT PHOTOCELL ON EXISTING LUMINAIRE TO NEW PHOTOCELL CONDUCTORS FROM ELECTRICAL
SERVICE CABINET. REPLACE ANY EXISTING SOLID COPPER CONDUCTORS BETWEEN JUNCTION BOX
AND LUMINAIRE WITH NEW STRANDED CONDUCTORS PER STANDARD SPECIFICATIONS. REPLACE
EXISTING FUSE KITS PER DETAILS ON SHEETS IL3 AND IL4. BOND EXISTING JUNCTION BOX LID,
30 COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR DISCONNECTION OF SERVICE AT EXISTING
UTILITY POLE. REMOVE EXISTING SERVICE CONDUCTORS. REROUTE SERVICE ENTRANCE CONDUIT
(UNINTERRUPTED) TO ELECTRICAL SERVICE CABINET. INSTALL NEW SERVICE ENTRANCE
CONDUCTORS PER PSE REQUIREMENTS. COORDINATE WITH PSE FOR SERVICE RECONNECTION.
RECORD DOCUMENT
DATE
RECOMMENDED O. APPROVAL
13Y 4 J i
1�, DATE
13Y _J, DATE tZz 6
BY DATE
H I EHERIVIAN TRAFFIC ENGINEERI
15324 Southeast 133rd Court, Renton, Washington 98059
425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net
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