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1. CONTACT. CITY OF RENTON PRIOR TO
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10230 NE Points Drive, Suite 400
Kirkland, VPashington 98033
Phane: 425 822 -4448
By: Date:
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By: Date:
30788.001.001.D5
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Project No. q
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CONSTRUCTION NOTES
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WARNING SIGN.
�RR CROSSING SYMBOL.
STOP BAR, SEE CDR DWG. NO. HR -D3.
5024" STOP BAR, SEE CDR DWG NO.
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010 TYPE 1Y RAISED PAVEMENT MARKER AT
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PAVEMENT MARKER AT CENTERLINE.
1. CONTACT. CITY: OF RENTON. PRIOR TO
CHANNELIZATION INSTALLATION FOR SIGN
INSTALLATION
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LIMIT = 25 MPH.
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19238 NE Points Drive, suite 400
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Project No.
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Date:
C7,11
Sheet N0.
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LUMINAIRE SCHEDULE
PORTION OF THE N.W. 1/4 OF SEC. 32, TWN 24 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
LUM.
NO.
POLE
ID. NO.
CIRCUIT
NO.
LOCATION
(STATION)
OFFSET
(FEET)
LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
1
7372B
A
28 +33
27.5' LT.
100
12'
25'
8
7373B
A
27 +11 26 -I-51
g
100
Z
25'
3
73758
A
24 +64
22.5' LT.
100
8'
25'
4
7377B
A
23 +20
22.5' LT.
J
Z
O
25'
5
73798
Q
21 +76
22.5' LT.
W
Z
25'
LUMINAIRE SCHEDULE
PORTION OF THE N.W. 1/4 OF SEC. 32, TWN 24 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
LUM.
NO.
POLE
ID. NO.
CIRCUIT
NO.
LOCATION
(STATION)
OFFSET
(FEET)
LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
1
7372B
A
28 +33
27.5' LT.
100
12'
25'
2
7373B
A
27 +11 26 -I-51
22.5' LT.
100
8'
25'
3
73758
A
24 +64
22.5' LT.
100
8'
25'
4
7377B
A
23 +20
22.5' LT.
100
8'
25'
5
73798
A
21 +76
22.5' LT.
100
8'
25'
6
7381B
A
20 +32
22.5' LT.
100
8'
25'
7
7383B
A
18 +77
22.5' LT.
100
8'
25'
8
7385B
A
27 +71
22.5' RT.
100
8'
25'
9
73748
A
26 +24
22.5' RT.
100
8'
25'
10
73768
A
24 +98
22.5' RT_
100
8'
25'
11
12
73786
73808
A
A
23 +36
21 +84
22.5' RT.
22.5' RT.
100
100
8'
8'
25'
13
73876
B
17 +37
22.5' RT.
100
8'
14
73896
B
15 +75
22.5' RT.
100
8'
g25'
15
73791
14
WIRING SCHEDULE
CONDUIT
RUN
0
CONDUIT
SIZE
CONDUCTORS
NOTES
1
1.5” PVC (SCHEDULE 40)
2 - #6, 1 - #6 GREEN
2
1.5 PVC SCHEDULE 80
2 - #6, 1 - #6 GREEN
3
1.5 PVC SCHEDULE 40
2 - #6, 1 - #6 GREEN
3 - #14 PHOTOCELL
4
2 RGS
2 - #6, 1 - #6 GREEN
BRIDGE
5
2 PVC SCHEDULE 80)
3 - #2 SERVICE
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JUNCTION BOX
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TYPE 1 JUN
PVC CONDUIT (SEE WIRING SCHEDULE
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CONSTRUCTION NOTES
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ROUTE SERVICE ENTRANCE CgNDUIT AND CONDUCTORS
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x i 64 `` FOR APPROVAL
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NSTALL ELECTRICAL SERVICE CABINET AND ':PAD BY
32 "`, 63 a / (SERVICE CABINET ID# 0120) AT APPROXIMATELY STA
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7 +62, 24' RT
- - -. x ^.0 `' S INSTALL STRUCTURE - MOUNTED ,CONDUIT WITH
"',\ R I S CHECKED FOR COMPLIANCE
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i INSTALLATION GUIDELINES,
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.1. r �` \ "� / `1 11, �`\ 59 11:11 Gam..:.• �.i�. DATE
CALJTION:
o L
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( /` 60 __,`�
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.1 1 „' ,< < <;� J' 1 ` ' \ 57 ` \` ` APPROXIMATE AND MAY NOT BE ACCURATE
34 ,:, I _ ' i , ,, `' �� .< 1 '` <\ 11 `; `,� 1 `''� OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
1
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35 1 s k UNDERGROUND UT/L/'TY' NOTE. In 2)1 55
YOU MUST CALL 7- 800 - 424 - 5555 :NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND
..__._ ._._.__._ _ ! i «;• • - \ / / 40 4 80 U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN TR�I FF >C EXPERT$ FS Fctsl EB��G
MATCH LINE SEE SHEET I LZ 0 0 BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE 77MES THE 10104 -111 th AVe. N'E., Kirkland, WA 98033 !ANAL
- COST OF REPAIRS TO THE SERVICE). B-6
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PORTION OF THE N.W. 1/4 OF SEC. 32, TWN 24 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
MATCH LINE SEE SHEET IL1
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CONSTRUCTION NOTES
O INSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX,
LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE,
O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD,
Q NOT USED.
O NOT USED,
OS INSTALL STRUCTURE - MOUNTED CONDUIT WITH
EXPANSION JOINT FIXTURES PER APPROVED WSDOT
INSTALLATION GUIDELINES.
LEGEND
EXISTING NEW
TYPE M -C -III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
CONCRETE PAD LIGHT BASE AND
/ ® TYPE 1 JUNCTION BOX
„x. -. ...____ -- -_ - - -- CONDUIT (SEE WIRING SCHEDULE)
TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
/ WIRE NOTE
/ O CONSTRUCTION NOTE
LUMINAIRE SCHEDULE
.` .-- „a��? a •; .mom
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LUM.
NO.
POLE
ID. NO.
CIRCUIT
NO.
LOCATION
(STATION)
OFFSET
(FEET)
LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
16..
7382B
B'
12 +67
22.5' LT.
` 100
8' =-
25'
17
7384B
B
10 +91
2.5' =RT
100
8'-
25'
18
7386B
B
9 +51
22!5' RT.
100
8''
25'
19 '
73936
1 8 `
32 +51
20.5' LT.4
100
8'
25'
20"
7388B
B `
14 +16 +4+1
- 28.5' LT.
100
81 '
25'
21
739OB
B
12 +78
22:5' LT.
100
8' -
25'
22'
73926
B
16 +17 15+ i19
22.5' LT.
100
8'
25'
23
73946
B'
17 +41
22:5' LT.
100
8'
25'
24 =
73966
B
19 +05
22.5' LT.
100
8' '
25'
WIRING SCHEDULE
CONDUIT
RUN
CONDUIT
SIZE
CONDUCTORS
NOTES
1
1.5” PVC (SCHEDULE ;40)
2 - #6, 1 #6 GREEN°
2
1.5" PVC SCHEDULE 80
2 - #6, 1 - #6 GREEN:
3
1.5 PVC SCHEDULE 47077#6,
1 - #6 GREEN
3-_#1 4 PHOTOCELL
4
2 RGS
2 - #6, 1-#6. GREEN
5
2 PVC SCHEDULE :80
3 - #2 SERVICE
RECOMMENDED
FOR APPROVAL
By
BY
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CURB 4 -1/2" OD f
SIDEWALK
R/W LINE 1' -2"
10' MIN. 2" BY 3/4"
REDUCING WASHER
OVERHANG
CLEARANCE FROM DRIVEWAY 2' 4'
R
ALTERNATE PLAN VIEW ,H, 8' TAPERED ALUM. POLE
SIZE AS REQUIRED 2" N.P.S. SLIPFITTER
R/W LINE 0.188 WALL BRACKET 8° I
z'
SIDEWALK ALUM. ALLOY 6063 -T6 �
CURB 4-1/2.
O.D. 2" N.P.S..
SLIPFITTER
5' -9" RADIUS
CROADWAY 10' UTILITY EASEMENT -� 1/2" BNC LOCKBOLT BRACKET CABLE
GR. 18 -8 S,s.
H 25' 1 30' 35' 40'
SL 18' -3" 23' -3" 128'-3-133--3-
T 0.188 1 0.188 0.219 1 0.219
r/_TAPERED ALUM. POLE
T' WALL ALLOY 6063 -T6
SATIN GROUND FINISH
HANDHOLE 4 "x6"
OPENING W /COVER
& S.S. SCREWS.
1' -6"
i
ESL' 0.188 WALL ALLOY 6063 -T6
/// SATIN GROUND FINISH 25' -0"
FACE OF CU B TO
CENTER OF OLE 3/4- ROMEX
I. SHAFT CONNECTOR
1' -2" WITH LOCKNUT
3/4°
00
STREETLIGHT CONDUIT SINGLE OR DOUBLE MAST
TRENCH DEPTH 24" ARM A$ REQUIRED
'SL' 151 HANDHOLE 4 "x6" OPENING
TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS a" O.D.
FOUNDATION LOCATION
BASE FLANGE ALLOY 356 -T6 WITH ,(- GROUND LUG -
BOLT COVERS & S.S. SCREWS
E FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
a! -►I 1--- 11 -1/4" SQ, BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
STREET LIGHT ARE ON SAME CIRCUIT
CONDUIT TRENCH DEPTH 24" 11" TO 12" DIA
BOLT CIRCLE a 1/2- OF BOLT ABOVE
ALTERNATE STREET CROSS SECTION 4" CONCRETE PAD FINISHED GRADE MAST ARM WIRING DETAIL
LIGHT BASE AND JUNCTION BOX 'LOCATIONS (4) 1" BNC GALV. STEEL
ANCHOR BOLTS NTH STRAIN RELIEF DETAIL
NUTS AND WASHERS <
4' STANDARD 25 FOOT DAVIT POLE
ADOPTED 4" . ADOPTED ADOPTED
CITY OF RENTON
CITY OF RENTON CITY OF REN1'ON
Standard plans + +
LST DATE: 12/96 Standard plans �.� Standard plans
O LST DATE: 10/30/96 t LST DATE: 10/30/96
DATE REVISION BY PR DWG:'NAME: JR -35 SP PAGE: J014 DWG. NAME: JR -01 SP PAGE:J002 DWG. NAME:::JR -05 SP PAGE: J006
DATE REVISION BY APPR' DATE REVISION BY APPR
LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS
po i- a 1z e v _O
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STREET LIGHT POLE
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VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX
IN DRY WEATHER 50OF
1. OR ABOVE. CONCRETE PAD
7' -0" VARIABLE 3' -0"
eD °oo v - MIN. -- °J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE
NUMBERING EXAMPLES
3 6
4"
T �I e 3/8" X 2" LONG PIN HEX
�T . I P
o _ LtJl —U 1/2" DIAM. HOLES SECURITY SCREW S.S. (TYP.)
•a =
LETTER LETTER COUNTERSUNK
JUNCTION BOX SUFFIXED PREFIXED
CITY PUGET POWER FRONT VIEW SIDE VIEW
INDIVIDUAL JUNCTION BOX
Ov O°
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OWNED OWNED
CITY OF RENTON
nDATE: plans
M
ADOPTED
CITY OF RENTON
;+
a
Mo
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GALVANIZED HANDHOLE LID
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LST 10 /30/96
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Standard plans
LST DATE: 12/96
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Standard plans
LST DATE: 11/7/96
0
EL
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TYP. CONC. PAD
F-
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rn
r
R W FLUSH JOINT _+ 1 -2"
CURB 4 -1/2" OD f
SIDEWALK
R/W LINE 1' -2"
10' MIN. 2" BY 3/4"
REDUCING WASHER
OVERHANG
CLEARANCE FROM DRIVEWAY 2' 4'
R
ALTERNATE PLAN VIEW ,H, 8' TAPERED ALUM. POLE
SIZE AS REQUIRED 2" N.P.S. SLIPFITTER
R/W LINE 0.188 WALL BRACKET 8° I
z'
SIDEWALK ALUM. ALLOY 6063 -T6 �
CURB 4-1/2.
O.D. 2" N.P.S..
SLIPFITTER
5' -9" RADIUS
CROADWAY 10' UTILITY EASEMENT -� 1/2" BNC LOCKBOLT BRACKET CABLE
GR. 18 -8 S,s.
H 25' 1 30' 35' 40'
SL 18' -3" 23' -3" 128'-3-133--3-
T 0.188 1 0.188 0.219 1 0.219
r/_TAPERED ALUM. POLE
T' WALL ALLOY 6063 -T6
SATIN GROUND FINISH
HANDHOLE 4 "x6"
OPENING W /COVER
& S.S. SCREWS.
1' -6"
i
ESL' 0.188 WALL ALLOY 6063 -T6
/// SATIN GROUND FINISH 25' -0"
FACE OF CU B TO
CENTER OF OLE 3/4- ROMEX
I. SHAFT CONNECTOR
1' -2" WITH LOCKNUT
3/4°
00
STREETLIGHT CONDUIT SINGLE OR DOUBLE MAST
TRENCH DEPTH 24" ARM A$ REQUIRED
'SL' 151 HANDHOLE 4 "x6" OPENING
TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS a" O.D.
FOUNDATION LOCATION
BASE FLANGE ALLOY 356 -T6 WITH ,(- GROUND LUG -
BOLT COVERS & S.S. SCREWS
E FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
a! -►I 1--- 11 -1/4" SQ, BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
STREET LIGHT ARE ON SAME CIRCUIT
CONDUIT TRENCH DEPTH 24" 11" TO 12" DIA
BOLT CIRCLE a 1/2- OF BOLT ABOVE
ALTERNATE STREET CROSS SECTION 4" CONCRETE PAD FINISHED GRADE MAST ARM WIRING DETAIL
LIGHT BASE AND JUNCTION BOX 'LOCATIONS (4) 1" BNC GALV. STEEL
ANCHOR BOLTS NTH STRAIN RELIEF DETAIL
NUTS AND WASHERS <
4' STANDARD 25 FOOT DAVIT POLE
ADOPTED 4" . ADOPTED ADOPTED
CITY OF RENTON
CITY OF RENTON CITY OF REN1'ON
Standard plans + +
LST DATE: 12/96 Standard plans �.� Standard plans
O LST DATE: 10/30/96 t LST DATE: 10/30/96
DATE REVISION BY PR DWG:'NAME: JR -35 SP PAGE: J014 DWG. NAME: JR -01 SP PAGE:J002 DWG. NAME:::JR -05 SP PAGE: J006
DATE REVISION BY APPR' DATE REVISION BY APPR
LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS
po i- a 1z e v _O
/ ° D \0. O
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STREET LIGHT POLE
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VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX
IN DRY WEATHER 50OF
1. OR ABOVE. CONCRETE PAD
7' -0" VARIABLE 3' -0"
eD °oo v - MIN. -- °J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE
NUMBERING EXAMPLES
3 6
4"
T �I e 3/8" X 2" LONG PIN HEX
�T . I P
o _ LtJl —U 1/2" DIAM. HOLES SECURITY SCREW S.S. (TYP.)
•a =
LETTER LETTER COUNTERSUNK
JUNCTION BOX SUFFIXED PREFIXED
CITY PUGET POWER FRONT VIEW SIDE VIEW
INDIVIDUAL JUNCTION BOX
Ov O°
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NOTE _ - - .- -- DATE CLASS 'B' CONCRETE ON BLACK
TO BE USED IN BACKGROUND FRONT VIEW SIDE VIEW DATE?
CONSTRUCTION OF PAD
TYPICAL CONCRETE PAD- DETAILS ONALp
CONCRETE PAD DETAILS STREET LIGHT STANDARD ��oR NASy
DECAL NUMBERING SYSTEM
OWNED OWNED
CITY OF RENTON
nDATE: plans
ADOPTED
CITY OF RENTON
;+
14" X 19" AND 17" X 28"
+•+
ADOPTED
CITY OF RENTON
/ M ®RTHINEeST
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LST 10 /30/96
Standard plans
LST DATE: 12/96
Standard plans
LST DATE: 11/7/96
TYPICAL JUNCTION BOX "B"
e-
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DATE REVISION BY PPR DWG. NAME: JR -07 SP PAGE: J00
I
DATE I REVISION p
CURB
DATE RE ION y
CONCRETE PAD
Phone: 425.522.4118 FAX: 425.522.4311
DRILL THREAD FOR 3/8' DIAM. BOLTS T GALVANIZED STEEL BAR
1" WIDE, 1/2" THICK
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HEIGHT
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450
L _ _ _ J L---J
FRONT VIEW SIDE VIEW
RECOMMENDED
TRAFFIC
FOR APPROVAL
FLOW
13/ <'-2"
TYPICAL JUNCTION BOX »C"
By
BY
PLAN VIEW I ~�°
CONCRETE' PAD
BY
It4' -0 1- - -3' -O �I
CHECKED FOR COMPLIANCE
DECAL:
4"
TO CITY STANDARDS
RELECTORIZED
GOTHIC 'GOLD 2' -2 /z 2 % -3"
OR WHITE LEGEND
T
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L J- L J
- ,/ti.G? � DATE t /6r•,
--
NOTE _ - - .- -- DATE CLASS 'B' CONCRETE ON BLACK
TO BE USED IN BACKGROUND FRONT VIEW SIDE VIEW DATE?
CONSTRUCTION OF PAD
TYPICAL CONCRETE PAD- DETAILS ONALp
CONCRETE PAD DETAILS STREET LIGHT STANDARD ��oR NASy
DECAL NUMBERING SYSTEM
1
PLAN VIEW �O♦
CITY OF RENTON
nDATE: plans
ADOPTED
CITY OF RENTON
;+
T03
+•+
ADOPTED
CITY OF RENTON
/ M ®RTHINEeST
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LST 10 /30/96
Standard plans
LST DATE: 12/96
Standard plans
LST DATE: 11/7/96
10104- 111th Ave. N.E., Kirkland, WA 98033
e-
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DATE REVISION BY PPR DWG. NAME: JR -07 SP PAGE: J00
I
DATE I REVISION p
DWG. NAME: JR -09A SP PAGE: J009
DATE RE ION y
DWG. NAME: JR -36A SP PAGE: J015
Phone: 425.522.4118 FAX: 425.522.4311
EXPIRES: 9/15/08
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FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN "B" 117
EPDXY •e
INLINE SPLICE
,y0i
WYE SPLICE
SPLICE KIT
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
8
o
g
DRAINHOE MINIMUM
TOP OF CONCRETE
cn
J_
j`
'
BASE
_�
W
Q
N
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
17"
22 1/2"
J
18"
19"
28"
_j Z
� Q
13"
14"
17"
W Q
18"
18"
26 1/2-
M Z
13"
�
17"
m �
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12"
a
12"
Ud. &Frame D th.
5 16"
5 16"
5 16"
Wall Th idmess NaI.
1 1 2"
1 1 2"
1 1 2"
)
M
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W -2.5
I W -2.5
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ISee Detail
ISee Detail
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FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN "B" 117
EPDXY •e
INLINE SPLICE
,y0i
WYE SPLICE
SPLICE KIT
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
BOX TYPE
TYPE 1
AUEMATE A ALTERNATE 6
DRAINHOE MINIMUM
TOP OF CONCRETE
A Box Outside length
j`
4" CONCRETE
PAD —%
BASE
_�
Box Outside Width
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
17"
22 1/2"
#8 BARE=""
COPPER
GROUND WIRE
1 - #8 GREEN -
2- (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8 "x8'
I COPPER -CLAD
DATE i GROUND ROD-
" I OR CURB.
II'' -1111= 1111 =_ — ��DIAMETER - 7/8"
IIIIl �� I 'I 11- 1111 =1111 -
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 a 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.
JUNCTION BOX DIMENSION TABLE I c I
ITEM
BOX TYPE
TYPE 1
AUEMATE A ALTERNATE 6
1 TYPE 2
A Box Outside length
22"
22"
33"
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"
Ud. &Frame D th.
5 16"
5 16"
5 16"
Wall Th idmess NaI.
1 1 2"
1 1 2"
1 1 2"
K Wire Reinforcement
I W -3
W -2.5
I W -2.5
Legend
ISee Detail
ISee Detail
ISee Detail
CA UTI O N:
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
PLAN NEW HIVU rICLU VLRIr I- Lv !!v v
PRIOR TO PROCEEDING WITH CONSTRUCTION.
1 14
fl UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
! 4 -7/8" P BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND
ROUND ELEVARON VIEW UTILITIES MAY BE LOCATED.- FAILURE TO DO SO COULD MEAN
AMP II (I LOAD LINE BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
4' ITEM MATERIALS
I�
1/4" FUSE 1/4" Box 6000 PSI cdncrete See Notes COST OF REPAIRS TO THE SERVICE). Rmwww
CONDUIT * Frame Diamond Plate Steel -A786 -
r a
=M L J 1 /8" QO : ` O 1/8" *Lid Support 1 m: Thick Sted G L ar T. - A36
tETE * Lid Diamond Plate Steel A786
)A N/ Anchors Steel Wire or Tee Plate 6cO�AaACTEDDAD
3' SQ. CUTTING RINGS Reinforcement ASTM A -82 Steel
OR DIA. *GALVANIZED STEEL
TYPICAL •UNCTION BOX. INSrALLATION DETAIL RECOMMENDED
FUSE KIT FOR APPROVAL
LEGEND DETAIL N-k L) i—� F' --"�i m TYPE'!'. Box
TYPICAL BY SIGNALS T I7 TYPE Box
LIGHTING LIGHTING i a� BY
UNDERGROUND IS -LT TRAfI-lC SIGNAL SYSTEM LEGEND HOOK DETAIL PLAN SYMBOLS BY
TELEMETRY : tr ,s m
SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE
ADOPTED
TO CITY STANDARDS
CITY OF RENTON \ CITY OF RENTON ADOPT RENTON
-Balm Lett 'D 1 /8' weld DATE
Bead.. Grid f fomiond CITY +O* Standnrd piano SteadeTd pleas ettes belare r °aDm9� '7� ` Standard plans DATE
-I. ISl' DATE: 12/96 -` :ISr DATE: 11/5/96 - ILLUMINATION SYSTEM LEGEND T LST..DATE: 1.1/89. DATE
IPW DWG. NAME: JR -06 SP .PAGE: J007 DATE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013 DATE - REVISION BY APPR DWG.. NAME: JR 36 SP PAGE: J016
BREAKER SCHEDULE
METER TD SERVICE VOLTAGE. 120 -240 BUS RATING! 250 AMP LOCATION NOTES!
BASE PHDTD. CELL MOUNTING BUS CONNECTION 2 P 3 V ➢RAVING M
CURCUIT VOLTAMPS- BREAKER.CKT CONNECTION T BREAKER VOLTAMPS 49, C.H. 25 `AMP COPPER BUSSING 18 PLCS PANNEL
DESCRIPTION A B•'. AMP POLE NO. A H NO. AMP'. POLE A B nESCRrPTImI 50. C 2P 100 -AMP MAIN (BAB2100)
1920 20 z `` '2 so I '�+° SIGNAL CONTROL 51. C H. 2P 20 AMP BREAKER (BAB2020)
MAIN 1sA LIGHTING A 192x '2° 2 "3 4 2D 1 4� RECEPL 52 C.H. 1P 50 AMP BREAKER CBAB1050)
-. TEST 1920 - `za 2 s G za'- 1 1920 RECEPTICAL � _
-- -- LIGHTING B . , 1920 20 z 7 e 20' '2 - 1920 O
SWITCH 192° ° 2 9 1D 2° 2 192°, LIGHTING D 53', C.H. 1P 20 AMP BREAKER CBABIG?0)
soA LIGHTING c 1920 20 2 'n1 2 ° 54, C.H. 1P 15 AMP-BREAKER '(BAB1015)
2oA SIGNAL W 55, MILBANK METER ENCL ❑SURE CMS- 24 -TB)
LIGHTING A
56, HUBBELL SWITCH {CS1201 -D
TOTAL 57so sTBO s2B° 6720 57, GFCL RECEPTACLE 20 AMP (LEVIT ❑N 6898 -I)
2DA BUS A 11040 VA MAIN BREAKER 100 AMP LINE AMPS 100 AMP.
2UA BUS H 12460 4 VA LOCATION TOP FEED'' PHASING SINGLE.: 581 SQUARE D LIGHTING CONTACTOR
LIGHTING D TOTAL LOAD 23520 VA FEEDER SIZE- KVA DEMAND.
LIGHTING B SOURCE, <9810DPA32V❑2UD'
COMMENTS 61. SOUTHCO DOOR S.S. HINGE (F6-3-1)
20A 0 64 STAINLESS STEEL HANDLE
20A NOTES: w 65 DEAD B ❑LT ;L ❑CK 'BEST (5L7RL2 -626)
LIGHTING C 49, 225 AMP COPPER BUSSING 18 PLC PANNEL : ; u 66. D TERMINAL BLOCK
50. C.H. 2P 100 AMP MAIN `(BAB2100) :� F;�; 67, SQUARE D END CAP
G 51: C.H. 2P 20 AMP BREAKER (BAB2020) CONTRACTOR IS RESPONSIBLE TO " : 70; 1 "X 25" GASKET
F 52. C,H, 1P 50 AMP BREAKER (BAB1050) - VERIFY METER ARRANGEMENT
Q .0 53.' CHI 1P 20 AMP BREAKER (BAB1020)
I CONTRACTOR 15 RESPONSIBLE TO
W
54. C.H. 1P 15 AMP BREAKER (BAB1015) p VERIFY METER ARRANGEMENT
m
GROUND BAR o o.0 0 0 0. o o - - • 'o -
55. MILBANK METER ENCLOSURE (MS-24-TB) MEETS EUSERC REQUIREMENTS " 0 M
56. HUBBELL SWITCH (CS1201 -D "
57. GFCL RECEPTACLE 20 °AMID (LEVIT ❑N 6898 -I )APPROVED BY: ® MEETS EUSERC REQUIREMENTS
58. SQUARE D LIGHTING CONTACTOR - PUGET SOUND ENERGY APPROVED BY:
TACOMA POWER PUGET SOUND ENERGY
(9810DPA32V02UI) TACOMA POWER
61, SOUTHC❑ DOOR' S.S. HINGE (F6 -3 -1) o
64. STAINLESS STEEL HANDLE
65. DEAD 'BOLT LOCK 'BEST` (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67, SQUARE D END CAP 21.00 16.00
70. 1'X.25' GASKET
JOB NAME: CITY OF RENTON
DISTRIBUTION,
10,50---a,J 4. 0 CONTRACTOR!
8. 1.00 PURCHASE ORDER!
MATERIAL! 0 TYP MATERIAL, .125:,5052 -H32'. ALUM.
COATING TYPEi 2.00
00 T COATING TYPE,
DRAWN BY: MEKKI AL -AZADI 6AO 0•7TYP1.25 TYP 1600, DRAWN BY! MEKKI AL -AZADI
HARDWARE! :
QUANTITY- ` HARDWARE, QUANTITY!
FINISH! 13.00-----TCo FINISH! MILL
COLOR: I COLOR!
'DATE! OCT 24, 200 PAGE, 0F, I DATE- OCT 24, 200d PAGEL OFD: -- -
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9
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Ti4A FMC EXPGR/ S
°FS iGTV 10 �2
10104 -111th Ave. N.E., Kirkland, WA 98033_
OIS
Phone: 425.522.4118 Fax: 425.522.4311
EXPW_S= 9/15/08
CA UTI O N:
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
PLAN NEW HIVU rICLU VLRIr I- Lv !!v v
PRIOR TO PROCEEDING WITH CONSTRUCTION.
1 14
fl UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
! 4 -7/8" P BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND
ROUND ELEVARON VIEW UTILITIES MAY BE LOCATED.- FAILURE TO DO SO COULD MEAN
AMP II (I LOAD LINE BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
4' ITEM MATERIALS
I�
1/4" FUSE 1/4" Box 6000 PSI cdncrete See Notes COST OF REPAIRS TO THE SERVICE). Rmwww
CONDUIT * Frame Diamond Plate Steel -A786 -
r a
=M L J 1 /8" QO : ` O 1/8" *Lid Support 1 m: Thick Sted G L ar T. - A36
tETE * Lid Diamond Plate Steel A786
)A N/ Anchors Steel Wire or Tee Plate 6cO�AaACTEDDAD
3' SQ. CUTTING RINGS Reinforcement ASTM A -82 Steel
OR DIA. *GALVANIZED STEEL
TYPICAL •UNCTION BOX. INSrALLATION DETAIL RECOMMENDED
FUSE KIT FOR APPROVAL
LEGEND DETAIL N-k L) i—� F' --"�i m TYPE'!'. Box
TYPICAL BY SIGNALS T I7 TYPE Box
LIGHTING LIGHTING i a� BY
UNDERGROUND IS -LT TRAfI-lC SIGNAL SYSTEM LEGEND HOOK DETAIL PLAN SYMBOLS BY
TELEMETRY : tr ,s m
SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE
ADOPTED
TO CITY STANDARDS
CITY OF RENTON \ CITY OF RENTON ADOPT RENTON
-Balm Lett 'D 1 /8' weld DATE
Bead.. Grid f fomiond CITY +O* Standnrd piano SteadeTd pleas ettes belare r °aDm9� '7� ` Standard plans DATE
-I. ISl' DATE: 12/96 -` :ISr DATE: 11/5/96 - ILLUMINATION SYSTEM LEGEND T LST..DATE: 1.1/89. DATE
IPW DWG. NAME: JR -06 SP .PAGE: J007 DATE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013 DATE - REVISION BY APPR DWG.. NAME: JR 36 SP PAGE: J016
BREAKER SCHEDULE
METER TD SERVICE VOLTAGE. 120 -240 BUS RATING! 250 AMP LOCATION NOTES!
BASE PHDTD. CELL MOUNTING BUS CONNECTION 2 P 3 V ➢RAVING M
CURCUIT VOLTAMPS- BREAKER.CKT CONNECTION T BREAKER VOLTAMPS 49, C.H. 25 `AMP COPPER BUSSING 18 PLCS PANNEL
DESCRIPTION A B•'. AMP POLE NO. A H NO. AMP'. POLE A B nESCRrPTImI 50. C 2P 100 -AMP MAIN (BAB2100)
1920 20 z `` '2 so I '�+° SIGNAL CONTROL 51. C H. 2P 20 AMP BREAKER (BAB2020)
MAIN 1sA LIGHTING A 192x '2° 2 "3 4 2D 1 4� RECEPL 52 C.H. 1P 50 AMP BREAKER CBAB1050)
-. TEST 1920 - `za 2 s G za'- 1 1920 RECEPTICAL � _
-- -- LIGHTING B . , 1920 20 z 7 e 20' '2 - 1920 O
SWITCH 192° ° 2 9 1D 2° 2 192°, LIGHTING D 53', C.H. 1P 20 AMP BREAKER CBABIG?0)
soA LIGHTING c 1920 20 2 'n1 2 ° 54, C.H. 1P 15 AMP-BREAKER '(BAB1015)
2oA SIGNAL W 55, MILBANK METER ENCL ❑SURE CMS- 24 -TB)
LIGHTING A
56, HUBBELL SWITCH {CS1201 -D
TOTAL 57so sTBO s2B° 6720 57, GFCL RECEPTACLE 20 AMP (LEVIT ❑N 6898 -I)
2DA BUS A 11040 VA MAIN BREAKER 100 AMP LINE AMPS 100 AMP.
2UA BUS H 12460 4 VA LOCATION TOP FEED'' PHASING SINGLE.: 581 SQUARE D LIGHTING CONTACTOR
LIGHTING D TOTAL LOAD 23520 VA FEEDER SIZE- KVA DEMAND.
LIGHTING B SOURCE, <9810DPA32V❑2UD'
COMMENTS 61. SOUTHCO DOOR S.S. HINGE (F6-3-1)
20A 0 64 STAINLESS STEEL HANDLE
20A NOTES: w 65 DEAD B ❑LT ;L ❑CK 'BEST (5L7RL2 -626)
LIGHTING C 49, 225 AMP COPPER BUSSING 18 PLC PANNEL : ; u 66. D TERMINAL BLOCK
50. C.H. 2P 100 AMP MAIN `(BAB2100) :� F;�; 67, SQUARE D END CAP
G 51: C.H. 2P 20 AMP BREAKER (BAB2020) CONTRACTOR IS RESPONSIBLE TO " : 70; 1 "X 25" GASKET
F 52. C,H, 1P 50 AMP BREAKER (BAB1050) - VERIFY METER ARRANGEMENT
Q .0 53.' CHI 1P 20 AMP BREAKER (BAB1020)
I CONTRACTOR 15 RESPONSIBLE TO
W
54. C.H. 1P 15 AMP BREAKER (BAB1015) p VERIFY METER ARRANGEMENT
m
GROUND BAR o o.0 0 0 0. o o - - • 'o -
55. MILBANK METER ENCLOSURE (MS-24-TB) MEETS EUSERC REQUIREMENTS " 0 M
56. HUBBELL SWITCH (CS1201 -D "
57. GFCL RECEPTACLE 20 °AMID (LEVIT ❑N 6898 -I )APPROVED BY: ® MEETS EUSERC REQUIREMENTS
58. SQUARE D LIGHTING CONTACTOR - PUGET SOUND ENERGY APPROVED BY:
TACOMA POWER PUGET SOUND ENERGY
(9810DPA32V02UI) TACOMA POWER
61, SOUTHC❑ DOOR' S.S. HINGE (F6 -3 -1) o
64. STAINLESS STEEL HANDLE
65. DEAD 'BOLT LOCK 'BEST` (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67, SQUARE D END CAP 21.00 16.00
70. 1'X.25' GASKET
JOB NAME: CITY OF RENTON
DISTRIBUTION,
10,50---a,J 4. 0 CONTRACTOR!
8. 1.00 PURCHASE ORDER!
MATERIAL! 0 TYP MATERIAL, .125:,5052 -H32'. ALUM.
COATING TYPEi 2.00
00 T COATING TYPE,
DRAWN BY: MEKKI AL -AZADI 6AO 0•7TYP1.25 TYP 1600, DRAWN BY! MEKKI AL -AZADI
HARDWARE! :
QUANTITY- ` HARDWARE, QUANTITY!
FINISH! 13.00-----TCo FINISH! MILL
COLOR: I COLOR!
'DATE! OCT 24, 200 PAGE, 0F, I DATE- OCT 24, 200d PAGEL OFD: -- -
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