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CONSTRUCTION NOTES LEGEND
GENERAL NOTES
01 ROUTE NEW CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX PER WIRING SCHEDULE. � TYPE M –C –III H.P.S. LUMINAIRE, ARM
1_ A PORTION OF THE BROOKEFIELD I STREET LIGHTING SYSTEM IS SHOWN ON THIS PLAN. AND ALUMINUM DAVIT STYLE POLE
NSTAW AND TERMINATE
NEW CONDUCTORS INSIDE AND SERVICE CABINET #0078 ON SPARE CIRCUIT N0. 2. THE LOCATIONS OF THE SYSTEM COMPONENTS SHOWN ARE DESIGN LOCATIONS FOR THE
c� SYSTEM WHICH HAS NOT YET BEEN CONSTRUCTED. THESE LOCATONS SHOULD BE
POLE SCHEDULE CONSIDERED APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. � LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
POLE
NO
ao
I POLE I LAMP
OFFSET WATTAGE
J
M
2
I
PORTION OF N.E. 1/4 OF N.W. 1/4 OF N.E. 1/4 OF SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
CONDUCTORS
2243E I HOQUTAM AVL_ N.E. j 7 =61
22' RT.
200
M –C –III
30'
8'
EX. 2
2
22248 j N.E. 11TH C -. 1 0 +55
2Q5' RT.
100
M –C –III
25'
8'
EX. 2
3
zz
20.5' RT.
N.E. 11TH CT.
M –C –II!
25'
8'
EX. 2
4
22301 N -E- 11TH Cl- 3 " 91
I
1 CO
M –C –III I
25'
8'
EX. 2
5 1
2234B N.E. 11TH CT. 5 +42
35.7' RT.
100
M –C –!II
25'
2,
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-I I I
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CONSTRUCTION NOTES LEGEND
GENERAL NOTES
01 ROUTE NEW CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX PER WIRING SCHEDULE. � TYPE M –C –III H.P.S. LUMINAIRE, ARM
1_ A PORTION OF THE BROOKEFIELD I STREET LIGHTING SYSTEM IS SHOWN ON THIS PLAN. AND ALUMINUM DAVIT STYLE POLE
NSTAW AND TERMINATE
NEW CONDUCTORS INSIDE AND SERVICE CABINET #0078 ON SPARE CIRCUIT N0. 2. THE LOCATIONS OF THE SYSTEM COMPONENTS SHOWN ARE DESIGN LOCATIONS FOR THE
c� SYSTEM WHICH HAS NOT YET BEEN CONSTRUCTED. THESE LOCATONS SHOULD BE
POLE SCHEDULE CONSIDERED APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. � LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
POLE
NO
POLE POLE
ID NO STREET LOCATOON
I POLE I LAMP
OFFSET WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
N0
CONDUCTORS
2243E I HOQUTAM AVL_ N.E. j 7 =61
22' RT.
200
M –C –III
30'
8'
EX. 2
2
22248 j N.E. 11TH C -. 1 0 +55
2Q5' RT.
100
M –C –III
25'
8'
EX. 2
3
2226B N.E. 11TH CT- i 2 +26
20.5' RT.
100
M –C –II!
25'
8'
EX. 2
4
22301 N -E- 11TH Cl- 3 " 91
20,5' R T.
1 CO
M –C –III I
25'
8'
EX. 2
5 1
2234B N.E. 11TH CT. 5 +42
35.7' RT.
100
M –C –!II
25'
8'
EX. 2
2. THE EXISTING TIMBER UTILITY POLE LOCATED WITHIN THE SITE ACCESS INTERSECTION IS
'
I
PROPOSED TO BE RELOCATED_ IF NECESSARY, THE POLE SHALL BE REPLACED WITH A
— — — —
PVC CONDUIT (SEE WIRING SCHEDULE)
LONGER POLE TO ENSURE A MINIMUM OF TEN FEET OF CLEARANCE FROM LIGHT STANDARD
CONDUCTORS
REMARKS
NO. 1 TO ANY POWER CONDUCTOR, INCLUDING THE NEUTRAL CONDUCTOR. LIGHT STANDARD
B
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
NO. 1 SHALL NOT BE INSTALLED UNTIL THE UTILITY POLE IS RELOCATED AND THE REQUIRED
1:5' PVC (SCHEDULE 40)
,
CLEARANCE CAN BE MET.
2
1.5” PVC (SCHEDULE 80)
SPARE FOR FUTURE, INSTALL PULL WIRE
WIRE NOTE
3. THE DRIVEWAYS FOR LOTS 7, 8, 10 AND 11 WILL BE ADJUSTED TO PROVIDE TEN FEET OF
0
0 10 20< 40
CLEARANCE FROM THE EDGE OF THE DRIVEWAY TO THE ADJACENT LIGHT STANDARD.
O
CONSTRUCTION NOTE
WIRING SCHEDULE �T►y
RECOMMENDED FOR APPROVAL �-
$GANNED.NIIR 29 --9
19 31,
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NO.
CONDUIT
CONDUCTORS
REMARKS
BY�� DATE ws
BY DATE
BY DATE
� - EHERMAN -
H
,� „� TRAFFIC ENGINEERING
Po�Rec STE0.Ea \24.�
ru
SS1oLEN� If-16-03 15324 Southeast 133rd Court, Renton, Washington 98059
EXPIRES 01/31/0 425-277-1740
425- 277- 1740te1. 425-277-5718 fax hte @comcast.net
1
1:5' PVC (SCHEDULE 40)
2 – #8, 1 – #8 GREEN
2
1.5” PVC (SCHEDULE 80)
SPARE FOR FUTURE, INSTALL PULL WIRE
0
3
EX_ 1.5" PVC
2 – #8, 1 – #8 GREEN
EX. 3 – #8, 3 – #12 REMAIN
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N.E. 11TH CT.
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CONSTRUCTION NOTES
OROUTE NEW CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX PER WIRING SCHEDULE.
OINSTALL AND TERMINATE NEW CONDUCTORS INSIDE EXISTING �ERVICE CABINET #0078 ON SPARE CIRCUIT N0. 2.
POLE SCHEDULE '7.s1, .e' Rf,
POLE
NO.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
N0.
1
2243E
HOQUTAM AVE. N.E.
- �--F,r�-
_ _
_' .
200
M -C -III
30'
8'
EX. 2
2
2224B
N.E. 11 T CT.
0 +55
20.5' RT.
100
M -C -III
25'
8'
EX. 2
3
2226B
�1
zi +i
20.5' RT.
100
M -C -III
25'
8'
EX. 2
4
2230B
2
3
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A
4
W
0
W
ir
i
W
Z
W
Q
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N.E. 11TH CT.
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4
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BROOKEFIELD I PLAT 631.48
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CONSTRUCTION NOTES
OROUTE NEW CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX PER WIRING SCHEDULE.
OINSTALL AND TERMINATE NEW CONDUCTORS INSIDE EXISTING �ERVICE CABINET #0078 ON SPARE CIRCUIT N0. 2.
POLE SCHEDULE '7.s1, .e' Rf,
POLE
NO.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
N0.
1
2243E
HOQUTAM AVE. N.E.
- �--F,r�-
_ _
_' .
200
M -C -III
30'
8'
EX. 2
2
2224B
N.E. 11 T CT.
0 +55
20.5' RT.
100
M -C -III
25'
8'
EX. 2
3
2226B
N.E. 11 TH CT. 2+ 34
zi +i
20.5' RT.
100
M -C -III
25'
8'
EX. 2
4
2230B
N.E. 11TH CT. 3 +41
:3 "-
20.5' RT.
100
M -C -III
25'
8'
EX. 2
5
22.34B
N.E. 11TH CT.
5 +42
35.7' RT.
100
M -C -III
25'
8'
EX. 2
WIRING SCHEDULE
RUN
T------
N0.
CONDUIT
CONDUCTORS
REMARKS
1
1.5 PVC (SCHEDULE 40)
2-#8, 1-#8 GREEN
2
1.5 PVC (SCHEDULE 80)
SPARE FOR FUTURE, INSTALL PULL WIRE
3
FX. 1.5" PVC
2 - #89 1-#8 GREEN
EX. 3 - #8, 3 - #12 REMAIN
ROLL 1'9�.�
I-RWORD EMUMENT I
----------
RECOMMENDED FOR APPROVAL
BY DATE
BY DATE
BY DATE
■
■
HIE HERMAN TRAFFIC ENGINEERING
�3 1 S324 Southeast 133rd Court, Renton, Washington 98059
425 -277 -1740 tel. 425- 277 -S718 fax hte*comcast.net
omw 99
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X
I
LEGEND
GENERAL NOTES
0
TYPE
M -C -III H.P.S. LUMINAIRE, ARM
_
1. A PORTION OF THE BROOKEFIELD I STREET LIGHTING SYSTEM IS SHOWN ON THIS PLAN.
�
THE LOCATIONS OF THE SYSTEM COMPONENTS SHOWN ARE DESIGN LOCATIONS FOR THE
AND
ALUMINUM DAVIT STYLE POLE
SYSTEM WHICH HAS NOT YET BEEN CONSTRUCTED. THESE LOCATIONS SHOULD BE
CONSIDERED APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
KE3
LIGHT BASE AND JUNCTION BOX
WITH
CONCRETE PAD
�
2. THE EXISTING TIMBER UTILITY POLE LOCATED WITHIN THE SITE ACCESS INTERSECTION IS
PROPOSED TO BE RELOCATED. IF NECESSARY, THE POLE SHALL BE REPLACED WITH A
— — — —
PVC
CONDUIT (SEE WIRING SCHEDULE)
LONGER POLE TO ENSURE A MINIMUM OF TEN FEET OF CLEARANCE FROM LIGHT STANDARD
N0. 1 TO ANY POWER CONDUCTOR, INCLUDING THE NEUTRAL CONDUCTOR. LIGHT STANDARD
B
TYPE
1 JUNCTION BOX WITH CONCRETE PAD
N0. 1 SHALL NOT BE INSTALLED UNTIL THE UTILITY POLE IS RELOCATED AND THE REQUIRED
CLEARANCE CAN BE MET.
WIRE
NOTE
3. THE DRIVEWAYS FOR LOTS 79 89 10 AND 11 WILL BE ADJUSTED TO PROVIDE TEN FEET OF
CLEARANCE FROM THE EDGE OF THE DRIVEWAY TO THE ADJACENT LIGHT STANDARD.
O
o 10
r--
CONSTRUCTION NOTE
zo .o
RECOMMENDED FOR APPROVAL
BY DATE
BY DATE
BY DATE
■
■
HIE HERMAN TRAFFIC ENGINEERING
�3 1 S324 Southeast 133rd Court, Renton, Washington 98059
425 -277 -1740 tel. 425- 277 -S718 fax hte*comcast.net
omw 99
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0.188 WALL BRACKET �"1 20
ALUM. ALLOY 6063-T6
4 -1 /2" 2" N.P.S.
0. D. SLI PFI TTER
112" BNC LOCKBOLT 5' -9" RADIUS
GR. 18 -8 S.S.
FLUSH JOINT 1' -2"
FUSE KITS
(J7 4 -1 /2 " O.D. QUICK DISCONNECT
~ J 10 AMP IN LINE FUSE TO LUMINAIRE
_`1 . � KITS S E C OR EQUAL
TYP. CON AD
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- 1111 =IIII�
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25'
30'
35'
K/ W LIfVt
10' UTILITY EASEMENT
SIDEWALK 8
CURB
R W
BROADWAY
' 1 -2�
CURB 2' TO 4' � I
SIDEWALK OVERHANG
R/W LINE H 71
a
L I TYPICAL DESIGN °B" V `vv \ I I I 10' MIN. I .S�'
JUNCTION BOX I CLEARANCE FROM DRIVEWAY FACE OF CURB TO
TAPERED ALUM. POLE 1/4 MINIMUM CENTER OF OLE SI EWA�- NE's
p Z 0.188 WALL ALLOY 6063 -T6 SPLICE KITS GROUND LUG DRAIN HOLE
J SATIN CLEAR EPDXY SPLICE ALTERNATE PLAN VIEW
W Q S N GROUND FINISH 25 _0 KITS ON ALL THRU 2" MIN. GROUT J� NG No�V�AN�t
WIRE RUNS UNDER POLE TOP OF CONCRETE
Ld ~ 18' -3" BASE FOUNDATION TO ; • .r ;;•
YZ 4" CONCRETE BE LEVEL WITH •\ ;r�:
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25'
30'
35'
40'
PANTCA iW>rALCED STREET LIGHT CONDUIT
1' -2" TRENCH DEPTH 24"
-� /�LON& HOO V 1 q Sul
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18 -3
23'- 3
28'- 3
33 -3
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0.219
0.219
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• OVERHANG TYPICAL STREET LIGHT
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W /COVER AND S.S. SCREWS -8 O.D. CLAMP SATIN GROUND FINISH
4' ,H, FOUNDATION LOCATION
BASE FLANGE ALLOY 356 -T6 WITH GROUND UG 2- (SIZED AS REQ D) HANDHOLE 4 x6 SL
BOLT COVERS & S.S. SCREWS 1,_6„ LIGHTING SYSTEM SYSTEM L J OPENING W /COVER
WIRES TO CONTACTOR
& S.S. SCREWS.
I --11 -1 /4" SQ. CONCRETE GROUND LUG
y o 11" TO 12" DIA. 5 /8 „x8, FOUNDATION 3, SQ INSIDES POLE
o BOLT CIRCLE 4 1 •� COPPER -CLAD OR DIA. 1'- 6
° N 4” CONCRETE PAD FINISHED OF BOLT GRADE ABOVE GROUND ROD .. .
11 z
O o E (4) 1 " BNC GALV. STEEL ;,s, o o
�Q ANCHOR BOLTS WITH 4' '''• STREET LIGHT •1�'
}- Z y 7 NUTS AND WASHERS „ •° T CONDUIT TRENCH DEPTH 24"
4
I-�- -� D 0. ALTERNATE STREET CROSS SECTION
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C STANDARD 25 FOOT DAVIT POLE TYPICAL LIGHTING UNDERGROUND SYSTEM LIGHT BASE AND JUNCTION BOX LOCATIONS
:3E
mE
ADOPTED ADOPTED
CITY OF RENTON CITY OF RENTON \ Y CITY OF RENTON
ADOPTED
�I c: ♦ +
0 (u Standard plans Standard rd to dlane
S n plans
I n DATE: 12/96 LST DATE: 19
2 6
CL P
LST DATE: 10/30/9 6 -� � /
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DATE REVISION BY APPR' DWG. NAME: JR -01 SP PAGE: JO02 DATE REVISION BY APPR DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION BY APPR DWG. NAME: JR -35 SP PAGE: JO 14
,.,q
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D INSTALL DECAL NUMBERS
o VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX
SIZE AS IN DRY WEATHER 50 P CONCRETE PAD
OR ABOVE.
Z REQUIRED 7' -0" VARIABLE
3' -0"
0.188 WALL BRACKET -'1 8 20 I'-1' -6" MIN.
W ALUM. ALLOY 6063 -T6 NUMBERING EXAMPLES ,r
1' -6"
Wt 4 -1/2„ 2„ N.P.S. 0 0
o O.D. SLI PFI TTER 1 P ,
1 /2" BNC LOCKBOLT 5' -9" RADIUS 2 5 1 1
4"
• ♦ �, . - y
uj GR. 18 -8 S.S. �- 3 6 •o1 I,: •, ;
FLUSH JOINT ---*- 1' -2" 4 s o<<�° :. •
4-112 10 0. D. LE TT ER LETTER • . EMT
SUFFIXED PREFIXED FRONT VIE
CITY PUGET POWER W SIDE VIEW
�•
61 Q OWNED OWNED r�
W W W
TAPERED ALUM. POLE
D _ 0.188 WALL ALLOY 6063-T6 TYPICAL JUNCTION BOX B
SATIN GROUND FINISH 30' -0" CURB CONCRETE PAD
a2 3, _ 3„ 0. <
a �9� f 3'- 0 " - -�-I I.6 3' - 0 "--- o
SHAFT4 °. °.. ,,...° pp I. a lo, 0 . °. .... °..
4 L.Li MOUNTING
HEIGHT F I I I I
15 FEET 450 � �
RECOMMENDED FOR APPROVAL
LJ __
FRONT VIEW SIDE VIEW BY DATE
m
TRAFFIC
151 HANDHOLE. 4 "x6" OPENING FLOW BY DATE
W /COVER AND S.S. SCREWS 8" 0. D.
13/4 " -2" TYPICAL JUNCTION BOX "C" BY DATE
BASE FLANGE ALLOY 356-T6 WITH �GROUND UG CONCRETE PAD
BOLT COVERS & S.S. SCREWS 1 -6 PLAN VIEW
�1 �w- 1 1 - 1 /4" SQ. IN 4 , - O„ 1.* 3, - 011 � 1�
11 TO 12" DIA.
DECAL: 4„ 1.9 0.1 • O.O . • °• 1 °• ► t WASy�
RELECTORIZED �
BOLT CIRCLE 4 112 OF BOLT ABOVE GOTHIC GOLD 2 - 2 r 238 3" I I I
Z 4" CONCRETE PAD FINISHED GRADE OR WHITE LEGEND L _ _ _ _ _ _ L
0 4 1 " BNC GALV. STEEL ON BLACK �;A RE x,30 10
V > ( } BACKGROUND FRONT VIEW SIDE VIEW GISTEaE
Z ANCHOR BOLTS WITH 4 FSSIONAL 01
cr
3 NUTS AND WASHERS 4„
E OMIK S 01/31/05
Q TYPICAL CONCRETE PAD DETAILS
p STREET LIGHT STANDARD
44 STANDARD 30 FOOT DAVIT POLE DECAL NUMBERING SYSTEM
�C
s
ADOPTED ADOPTED HERMAN TRAFFIC ENGINEERING
W � �
CITY OF RENTON CITY OF RENTON ADOPTED
CITY OF RENTON
• •
Standard plans • 4V Standard • • 15324 Southeast 133rd Coun, Renton, Washington 980S9
plans Standard plans
0 'T� .«�`Jwje LST DATE: 10/30/96 LST DATE: 12/96 LST DATE: 10/30/96 425- 277.1740 tel. 425- 277 -5718 fax hteftomcast.net
DATE I _-REVISION 113Y w
2
DWG. NAME: JR -02 SP PAGE: J003 R VISIQ DWG. NAME: JR -09A SP PAGE: J009 1AP DWG. NAME: JR -36A SP PAGE: J015
iit'�ANNEO APR ,� T• �.. , �' T_ c I,Jv 3
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