HomeMy WebLinkAboutzT-3190SetIs
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PORTION N.W. 1/4, S.W. 1/4, SEC. 29, TWPo 23 N., RGE, 5 E., W.M.
tit►.• w -*s o
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EXISTING PROPOSED
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
ELECTRICAL SERVICE CABINET
PVC CONDUIT (SEE WIRING SCHEDULE)
8 ■ TYPE 1 JUNCTION BOX WITH CONCRETE PAD
QWIRE NOTE
OCONSTRUCTION NOTE
CONSTRUCTION NOTES
1 ROUTE CONDUIT TO EXISTING JUNCTION 80X. INSTALL CONDUCTORS PER WIRING SCHEDULE.
2 INSTALL CONDUCTORS PER HARING SCHEDULE AT EXISTING JUNCTION BOX. SPLICE NEW CONDUCTORS TO
EXISTING ILLUMINATION CIRCUIT.
POLE SCHEDULE
POLE
NO.
.16-
STREET
00
o�
LL z
E
WE
�
00
3E
MAST
ARM
CIRCUIT
NO.
1
6801 B
z,u
�- W
.0 W
a3 o:
U
0
M —C —III
c"
c°
cE
8'
1
2
mE
WELLS AVE. S. 1
E
22.5' RT.
100
M —C —III
v+
8'
c�
a�
0
lb
rO
a
PORTION N.W. 1/4, S.W. 1/4, SEC. 29, TWPo 23 N., RGE, 5 E., W.M.
tit►.• w -*s o
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TR
F;i
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FE
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kR
I.
EXISTING PROPOSED
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
ELECTRICAL SERVICE CABINET
PVC CONDUIT (SEE WIRING SCHEDULE)
8 ■ TYPE 1 JUNCTION BOX WITH CONCRETE PAD
QWIRE NOTE
OCONSTRUCTION NOTE
CONSTRUCTION NOTES
1 ROUTE CONDUIT TO EXISTING JUNCTION 80X. INSTALL CONDUCTORS PER WIRING SCHEDULE.
2 INSTALL CONDUCTORS PER HARING SCHEDULE AT EXISTING JUNCTION BOX. SPLICE NEW CONDUCTORS TO
EXISTING ILLUMINATION CIRCUIT.
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
1
6801 B
WELLS AVE. S.
86 +05
22.5' RT.
100
M —C —III
25
8'
1
2
6810B
WELLS AVE. S. 1
87 +55.5
22.5' RT.
100
M —C —III
25'
8'
1
3
6803B
WELLS AVE. S.
88 +90
22.5' RT.
100
M —C —III
25'
8'
1
4
6813B
WELLS AVE. S.
90 +42.5
22.5' RT.
100
M —C —III
25'
8'
1
5
6816B
S. 35TH ST.
1+69
20.5' LT.
100
M —C —III
25'
8'
1
6
6818B
S. 35TH ST.
3 +39
20.5' LT.
100
M —C —III
25'
8'
1
7
6820B
S. 35TH ST.
5 +44
26' RT.
1 00
M —C —III
25' 1
8'
1
WIRING SCHEDULE
I - 31900I
RUN
NO.
CONDUIT
CONDUCTORS
REMARKS
1
1.5" PVC (SCHEDULE 40)
2— , 1 — #8 GREEN
2
1.5" PVC (SCHEDULE 80)
2—#89 1—#8 GREEN
3
EXISTING 1.5"
12—#8, 1—#8 GREEN
RECOMMENDM FOR APPROVAL
By DATE 41W�,.�Q�
Byl DATE /A - 0!�
By DATE
H E HERMAN TRAFFIC ENGINEERING
�,� •^awe t�,�'
II -p-�Y
15324e 133rd Covet, Rmonk 980S9
°""n afam 425-277-1740 Id. 425- 277- S7lifax htNcpipust,not
1pi90 o 1 An Is AerS
0 9
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0.188 WALL BRACKET
ALUM. ALLOY 6063–T6
1/2" BNC LOCKBOLT
GR. 18-8 S.S.
FLUSH JOINT
4-1/2" O.D. f
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063–T6
SATIN GROUND FINISH
SIZE AS
REQUIRED ::;;iomlw 80
–1 /2" 2" N. P. S.
N,0. D. SLIPFI TTER
ADIUS
18'-3"
SHAFT
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8" 0. D.
BASE FLANGE ALLOY 356 –T6 WITH r-GROUND UG
BOLT COVERS do S.S. SCREWS 1' -6"
-•I I� -11 -1 /4" SQ.
11" TO 12" D I A
20
' -0"
25
0 o BOLT CIRCLE 4 1 2" OF BOLT ABOVE
E 4" CONCRETE PAD FINI ED GRADE
LL_ Z 'E (4) 1 " BNC GALV. STEEL
to
O 3 ANCHOR BOLTS WITH 4'
}- z� NUTS AND WASHERS too f.
L LJ
a'. a:
30'
U
P
SL
18 –3
DID
.cE
28'- 3
33 –3
5
0.188
0.188
mg
6
gill
c
c 0.1
c
a`
=
8
DATE I
REWSIC
SUFFIXED
PREFIXED
CITY
0
2 N.P.S. SLIPFITTER
lb
.Ti
INNNI
0
ar
STANDARD 25 FOOT DAVIT POLE
ADOPTED
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -01 SP PAGE: J002
SINGLE OR DOUBLE MAST
ARM AS Rcni 16ocn
3 14,
2" BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
. 3R DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
2"
STRAIN RELIEF DETAIL
ADOP7'SD
an a
Standard
• L9
.w• �I T DA9'�: P10/30/96
DWO. NAME: JR —OS SP PAGE: J000
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS – S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KIT ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
4" CONCRETE BASE
PAD —� 5"�
1111 �`
G8GREEN
ROUND WIRE
2— (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8 "x8'
COPPER–CLAD
GROUND ROD -
MOUNTING
HEIGHT
15 FEET
TO LUMINAIRE
8ROUN�P°
4'
-PVC CON SYSTEM DUIT
CONCRETE
FOUNDATION
30 SQ.
OR DI A.
1/4n MINIMUM
-DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
�lll.IlAw
11=�t1= -111
TYPICAL LIGHTING UNDERGROUND SYSTEM
ADOPTED
cr" or �on+oct
st..wwa Pima
L9T Um I V96
1 1 (ii)
BY APPA DWG. NAME: JR -06 SP PAGE: JO07
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 P
OR ABOVE.
i�
NUMBERING EXAMPLES
1
30'
35'
P
SL
18 –3
2
28'- 3
33 –3
5
0.188
0.188
3
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
0
ar
STANDARD 25 FOOT DAVIT POLE
ADOPTED
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -01 SP PAGE: J002
SINGLE OR DOUBLE MAST
ARM AS Rcni 16ocn
3 14,
2" BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
. 3R DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
2"
STRAIN RELIEF DETAIL
ADOP7'SD
an a
Standard
• L9
.w• �I T DA9'�: P10/30/96
DWO. NAME: JR —OS SP PAGE: J000
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS – S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KIT ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
4" CONCRETE BASE
PAD —� 5"�
1111 �`
G8GREEN
ROUND WIRE
2— (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8 "x8'
COPPER–CLAD
GROUND ROD -
MOUNTING
HEIGHT
15 FEET
TO LUMINAIRE
8ROUN�P°
4'
-PVC CON SYSTEM DUIT
CONCRETE
FOUNDATION
30 SQ.
OR DI A.
1/4n MINIMUM
-DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
�lll.IlAw
11=�t1= -111
TYPICAL LIGHTING UNDERGROUND SYSTEM
ADOPTED
cr" or �on+oct
st..wwa Pima
L9T Um I V96
1 1 (ii)
BY APPA DWG. NAME: JR -06 SP PAGE: JO07
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 P
OR ABOVE.
i�
NUMBERING EXAMPLES
CURB
45"
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED 2 "- 21 _ w
GOTHIC GOLD 21 3
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
a" w
Standard plans
LST DATIC: 12/96
DWO. NAME: JR -09A SP PAGE: JO09
UW
N
0
R/W LINE
SIDEWALK
CURB
C ROADWAY
cr
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
1
30'
35'
P
SL
18 –3
2
28'- 3
33 –3
5
0.188
0.188
3
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
CURB
45"
TRAFFIC
FLOW
PLAN VIEW
DECAL:
RELECTORIZED 2 "- 21 _ w
GOTHIC GOLD 21 3
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
a" w
Standard plans
LST DATIC: 12/96
DWO. NAME: JR -09A SP PAGE: JO09
UW
N
0
R/W LINE
SIDEWALK
CURB
C ROADWAY
cr
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18 –3
23 –3
28'- 3
33 –3
T
0.188
0.188
10.219
0.219 19-2"
TAPERED ALUM. POLE 6VETROH 4*
T' WALL ALLOY 6063 –T6
SATIN GROUND FINISH ,H,
HANDHOLE 4 "x6"
OPENING W /COVER
do S.S. SCREWS.
GROUND LUG
INSIDE POLE
1. -6w
STREET LIGHT
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
-}
10 _ MIN.
1' -6"
4"
T P4 �I
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
9
4" i ZA dam M
T
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
4 • IF own m
T
FRONT VIEW SIDE VIEW
r
�Y
V
11 ^ }
M ,
TYPICAL CONCRETE PAD DETAILS
ADOPTED
Standard plans
LMIT DATE: 10/30/96
DWO. NAME: JR -36A SP PAGE: JO 15
10' UTILITY EASEMENT
cr
1,_sr
6VERHANG
TO 4'
'H .5
' 6
'Sl'
FACE OF CURB TO
CENTER OF ROLE
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
(MODIFIED)
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
crnr ore+oN
1i) Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
T- 3I9�002
RECOMMENDED FOR APPROVAL
BY DATE
BY DATE
BY D ATE
ss=i :1 1�`�►
�awL
HERMAN TRAFFIC ENGINEERING
HIE
15324 SoutMast 133rd Comet, MMon.1INpINn0pi11 99059
s�
AM X X Ast
0
O►
s
h
a
0
ITI
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e
ITEM
.L-
Box
60
o�
Ll- z
NOTES:
00
3E
F--
Diamond Plate Steel - A786
k
u .
All dimensions are
minimum. Exact configurations vory among different manufacturers.
U
'
....
Cp
c°
�E
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
�.
�E
' �1
Boxes shill be 28X minimum of overall thickness.
vo
o.�
Lid support members shall be welded to the frame.
4000PSI 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 on H -20
Load Test.
J
JUNCTION BOX
DIMENSION TABLE
I c
~
ITEM
QQX TYPE
-
T 1
tfi
TYPE
(L
2
W
Ll
A
Box Outside len th
22
22
33
Z
Box Outside Width
17
17w
22 1Z2
Box Inside Length
18
19
28
~
Box Inside Width
13
14
17
_
W
Lid Length
18
18
26 1/2
Ce
_
Lid Width
13
13
17
PLAN ve•
W
Box Depth
12w
12
12
_
Lid & Frame Depth
5 16
5/16w
5 16
U
Wall Thi knm Min.
1 1 2
1 1 2
1 1 2
We Reinforcement
W-3
W-2.5
W-2.5
_
Legend
See Detoil
See Detail
ISn Dotal
-'
ELEVATION VEw
s
h
a
0
ITI
e
e
ITEM
.L-
Box
60
o�
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:_
00
3E
F--
Diamond Plate Steel - A786
�z
u .
F— Ll
zW
a'. a.
U
C
Cp
c°
�E
mE
�E
' �1
�` °'
c
vo
o.�
s
h
a
0
ITI
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e
ITEM
MATERIALS
Box
6000 PSI =x:mte See Notes
Frame
Diamond Plate Steel - A786
Lid Su art
1 Thick StMI C, L w T. - AN
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
*GALVANIZED STEEL
LEGEND DETAIL (Mark W
SIGNALS
LIGHTING
•
TS -LT
TELEMETRY 7RAFnC
SIGNAL SYSTEM LEGEND
For►n Letters with 1/8* Wald
Bead. Grind off Diamond
Pattern before forming
letter.
L IT-A.
r-am.
1LLk*MATION SYSTEM LEGEND
EPDXY FILL
INLINE SPLICE
Le i
C GRAbEL PAD
COWAVED
'T1t7IC01 ASNCIM eac NSTALLATION DETAILS
�' ■ TYPE Y sac
0 TYPE 01' sac
HOOK DETAL FILM SybdKIS
a M..... w
JUNCTION BOX DETAILS
ADOPTED
affor■IMI
Standard plans
IST DATE: 11 /89
DWG. NAME: JR -36 SP PAGE: J016
r-r,,nvv r-11 a
WYE SPLICE
SPLICE KIT
a �
a.
DIAMETER = 7/8"
Nunn wnmww�
4- 7/8 "�I
LOAD LINE
1/4" FUSE ��4"
1/8" 0 1 /8"
CUTTING RINGS
Z
O
ft 4waft*ft
1 9 141
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
air w ■nw
� i "
M. JR -12 SP PAGE: JO 13
LIGHTING STANDARD & JUNCTION BOX
7'
ov O ov oov O
•o s ov, oo ��� oov
`oil , o o O Q o v ►v ,V
0
e
PLAN VIEW '° v b ' '
O � � ,0 3
. s e o �
4 �
►o ►0 r o � o �► �
O V o v lov ► p�
STREET LIGHT POLE VJUNCTION BOX
SIDE VIEW
INDIVIDUAL JUNCTION BOX
ov 00 0 0 b�'q 0 V
V, Oiv
►♦ ♦ ♦�
►�� ♦��i�
1'
PLAN VIEW
1'
400 1
4" DEEP
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
CONSTRUCTION OF PAD
CONCRETE PAD DETAILS
ADOPTED
Ciff or ■tro
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -07 SP PAGE: J008
FFt 0�,t ,
T- 3/Q003
RECOMMENDED FOR APPROVAL
BY DATE
BY DATE
8Y DATE
HIE HERMAN TRAFFIC ENGINEERING
15324 500h.s:e 133rd eon, Re"M wMI101198011 cos'
42S•277•1740 tell. 425- 277 -571 i fu hq@cofflcast.n"
w� w
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W
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qc_
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CD
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W
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PORTION N.W. 1/4, S.W. 1/4, SEC. 29, TWP-a 23 N., RGE, 5 E., W.M.
mrie.- w —Jr9 e
4
�L
1
J
i
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\R
LEGEND
EXISTING
L-
a�
cu v
LL
�'
00
x._
CL
Ir—
.o
a
AND
'U w
�-- J
a
u
WATTAGE
DISTRIBUTION
c °
:o E
ARM
—v
:3E
\E
°nN
qc_
c�� .c rn
c
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CD
zi
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W
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PORTION N.W. 1/4, S.W. 1/4, SEC. 29, TWP-a 23 N., RGE, 5 E., W.M.
mrie.- w —Jr9 e
4
�L
1
J
i
i
\R
LEGEND
EXISTING
PROPOSED
POLE
POLE
LAMP
TYPE
M —C —III H.P.S. LUMINAIRE, ARM
�`•'�
���
AND
ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND JUNCTION BOX
® WITH CONCRETE PAD
ELECTRICAL SERVICE CABINET
--- -- PVC CONDUIT (SEE WIRING SCHEDULE)
e TYPE 1 JUNCTION BOX WITH CONCRETE PAD
WIRE NOTE
CONSTRUCTION NOTE
CONSTRUCTION NOTES
O1 ROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE.
O2 INSTALL CONDUCTORS PER WIRING SCHEDULE AT EXISTING JUNCTION BOX. SPLICE NEW CONDUCTORS TO
EXISTING ILLUMINATION CIRCUIT.
POLE SCHEDULE
i
� SSaBo
POLE
POLE
POLE
POLE
LAMP
CONDUCTORS
MOUNTING
MAST
CIRCUIT
N0.
ID NO.
STREET
LOCATION
OFFSET
WATTAGE
DISTRIBUTION
HEIGHT
ARM
NO.
1
6801 B
WELLS AVE. S.
-86 � §--
22.5' RT.
100
M —C -111
25'
8'
1
2
6810B
WELLS AVE. S.
87 +5�.�.57
22.5' RT.
100
M— C--III
25
8 '
1
3
6803B
WELLS AVE. S.
88 +947
J22.5 RT.
100
M —C —III
25'
8'
1
4
6813B
WELLS AVE. S.
90 +42.5
22.5' RT.
100
M —C —III
25'
8'
1
5
6816B
S. 35TH ST.
1+69.5
20.5 LT.
100
M —C -111
25'
8'
1
6
6818B
S. 35TH ST.
3 +3440
20.5' LT.
100
M —C —III
25
8'
1
7
6820B
S. 35TH ST.
5 +44 L
A _
26' RT.
100
M —C —III
T 25'
8'
1
WIRING SCHEDULE
RUN
NO.
CONDUIT
CONDUCTORS
REMARKS
1
1.5" PVC (SCHEDULE 40)
2 — #8, 1 — #8 GREEN
2 " 2
' j PVC (SCHEDULE 80)
2—#8, 1 — #8 GREEN
3
EXISTING 1.5
2 — #8, 1 — #8 GREEN
ROLL 20 F IR 5�0 3.
A 7"' *a /9 0 04
RECORD WXtWENT
BY:— opt��- M,
t� -rl -oL
RECOMMENDED FOR APPROVAL
BY DATE. t/&) lez., 0 �vl I
L', r
.
DATE
HIE HERMAN TRAFFIC ENGINEERING
15324 Southeast 133rd Court, Renton, Washington 98059
425- 277 -1740 tel. 42 5 -2 77- 5 718 fax hte@comcast.net
.' 'a� �► SCArMEO MAY 1 12006 043 3/970040
SCANNED APR 2 2
s