HomeMy WebLinkAboutT-215202SIZE AS REQUIRED
0.188 WALL BRACKET r 2"
ALUM. ALLOY 6063 -T6 4-i /2' �_Y N.P.S.
O.D. SUPFITrER
11:r BNC LOCKBOLT
GR. 18 -8 S.S. i 1 - - -�- RADIU
FLUSH JOINT S
,�
4 -1 12- O.D. - �1
I
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH
SHAFT
151 HANDHOLE. 47x6' OPENING I
W /COVER AND S.S. SCREWS 8" 0.q.
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS 8c S.S. SCREWS ;--11-1/47 1 -
SQ. '
11' TO 12" DUL 4 11Z- OF BOLT ABOVE
BOLT CIRCLE __a FINISHED GRADE
4 CONCRETE PAD
(4) 1" BNC GALV. STEEL �4
ANCHOR BOLTS WITH 4"
NUTS AND WASHERS
STANDARD 25 FOOT DAVIT POLE 1/_1�
N.T.S. \J6 U7
2" N.P.S. SUPFITTER
BRACKET CABL 2
2" BY 3/4" REDUCING WASHER
3/4" ROMEX CONNECTOR
WITH LOCKNUT
SINGLE OR DOUBLE MAST
ARM AS REQUIRED 3/4
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL 2
N.T.S. 16 7
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE I TO LUMINAIRE
KITS - S.E C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE KITS GROUND LUG 1/4" MINIMUM
CLEAR EPDXY SPLICE E DRAIN HOLE
KITS ON ALL THRU �' MIN. GROUT
WIRE RUNS UNDER POLE TOP OF CONCRET
4" CONCRETE BAS UNDATION TO
PAD � LEVEL WITH
1(oP OppSIDEWALN
#8 BARE COPPER 1
.-f,
1� 111 -II!HI ���
II II
GROUND WIRE
CONCRETE PAD
TYPICAL LIGHT BASE
II II
� —O "-- -3' -0"
HEIGHT CURB
15 FEET
GROUND
II I I
2 " -2 �29-,r
T�4 OF,
G P
47T t 1
Tee.
2- (SIZED AS REQ'D)
II
II 11 II
PVC CONDUIT
LIGHTING SYSTEM
WIRES TO CONTACTOR
SYSTEM
_______L-
OR WHITE LEGEND
CONCRETE
ON BLACK
BACKGROUND
5/8"x8'
COPPER -CLAD
FOUNDATION
3
GROUND ROD
FRONT VIEW SIDE VIEW
SQ. OR DIA.
LIGHTING STANDARD & JUNCTION BOX
c:o °�o xo ° o ° °oo ° ° o °�•o O T I > I.. I I i� " "° e-
i' .
>•
b 4" DEEP cr I 3' O
STREET LIGHT POLE JUNCTION BOX ° =. °
PLAN VIEW SIDE VIEW
INDIVIDUAL JUNCTION BOX
Ao
0 0�
0
NOTE CLASS 'B' CONCRETE a >
00
TO BE USED IN
CONSTRUCTION OF PAD
1'
PLAN VIEW
CONCRETE PAD DETAILS (4 )1
N.T.S. lj6 T 7
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50' F
OR ABOVE.
NUMBERING EXAMPLES
LETTER
LETTER
SUFFIXED PREFIXED
CITY
OWNED
PUGET POWER
OWNED
CONCRETE PAD
TYPICAL LIGHT BASE
MOUNTING
� —O "-- -3' -0"
HEIGHT CURB
15 FEET
T
+
2 " -2 �29-,r
T�4 OF,
FRONT VIEW SIDE VIEW
47T t 1
Tee.
DECAL:
PLAN VIEW
RELECTORIZED
E Lid Length
GOTHIC GOLD
_______L-
OR WHITE LEGEND
F Lid Width
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM 5
N.T.S.
1617
BRANCH BREAKERS
zo /zao VOLT
TEST LE
SWITCH -� Ts Po
TERMINAL
BLOCK
WIRING COLOR CODE
A. WHITE JACKET (NEUTRAL)
B. BLACK JACKET (LINE)
C. GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
2' TO 4'
TAPERED ALUM. POLE OVERHANG
, YiYP. CONC. PAD
T' WALL ALLOY INISH 6
�\SATIN GROUND FINISH - - - - R/W LINE
` -- - - - - -- - ---------- SIDEWALK ag 3' -6'
HANDHOLE 44x6" 1'-2" CURB CURB OF
OPENING W/COVER 'H' - -
& S.S. SCRRRREWS. 'SL' ' OF OLF
GROUND LUG ROADWAY CENTER
INSIDE POLE N
CURB
- _______ __ __ __ _ _ - SIDEWALK ¢ DEWALK
of STREET LIGHT CONDUIT c� TRENCH DE PTH 24" 10' MIN. EET LIGHT CONDUIT
CLEARANCE FROM DRIVEWAY PIANTER STRIP) TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION ALTERNATE PLAN VIEW TYPICAL STREET LIGHT
FOUNDATION LOCATION / \
H 25' 30' 35' 40' 11!7
SL 18' -3
T 0.188 0.188 0.219 0.219
LOCATIONS (TYPICAL LOCATION)_
N.T.S. 1617
JUNCTION BOX DIMENSION TABLE
M
R ITEM
1 K
BOX TYPE
TYPE 1
AUIRNAIE A ALTERNATE B
TYPICAL JUNCTION BOX "B
JAI Box Outside len th
1 22"
CONCRETE PAD
TYPICAL LIGHT BASE
AND JUNCTION BOX
� —O "-- -3' -0"
CONCRETE
PAD
4T3'
T
1,-
VARIABLE 3' -O"
0
FRONT VIEW SIDE VIEW
47T t 1
Tee.
1 IS'
TYPICAL JUNCTION BOX "C'
;(1' -�
E Lid Length
CONCRETE PAD
_______L-
126 1/271
F Lid Width
FRONT VIEW
SIDE VIEW
4^
G Box Depth
12"
FRONT VIEW SIDE VIEW
12"
TYPICAL CONCRETE PAD DETAILS 10
5 16"
5 16"
N.T.S. 1617
JUNCTION BOX DIMENSION TABLE
M
R ITEM
1 K
BOX TYPE
TYPE 1
AUIRNAIE A ALTERNATE B
TYPE 2
JAI Box Outside len th
1 22"
1 22"
33"
B Box Outside Width
1 17"
17"
22 1/2-
C Box Inside Length
8' 1
19"
28"
D I Box Inside Width
1 IS'
j 14
1 17'
E Lid Length
1 18'
18"
126 1/271
F Lid Width
13"
13"
17"
G Box Depth
12"
12"
12"
H Lid & Frame De th
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, Legend
See Detail
See Detail
ISee Detail
ITEM MATERIALS
Box 600WPSI concrete See Notes
Frame Diamond Plate Steel - A786
* Lid Support 1 6'Min. Thick Steel C, L or L - A36
Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate
Reinforcement ASTM A -82 Steel
*GALVANIZED STEEL
IRCUIT WIRES TO LIGHTING RUNS 4
TO GROUND
PHOTO -CELL ROD
MOUNTED ON
NEAREST
LUMINAIRE
STREET LIGHTING CONTRACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 120/240 VOLT
N.T.S. 1617
//// WARNER ENGINEERING
5122 Olympic Dr. NW Office 206 -858 -8577
Suite 8204 Fax 206 - 858 -8579
Gig Harbor, WA 98335
Form Letters with 1/8" Weld TD:
Bead. Grind off Diamond ....��
Pattern before forming
letters. 1 "Nom. 1 "Nom.
ILLUMINATION SYSTEM LEGEND
I -cam
Ti- L�l L = K
IE ELEVATION VIEW
BELL ENDS
3" ON CONDUIT 6" MIN.
MAX. 3" g' MAX.
2" { MAX_
MIN_ 6" GRAVEL PAD
TYP. COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
RI TYPE 'I' BOX
0 TYPE 'u' Box
PLAN SYMBOLS
Lid
L L1x1x3 /16, 1 "Long
HOOK DETAIL
(2 Hooks per Lid)
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.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
wie fabric welded to the frame.
Men noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
ension 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 DETAILS 11 7-Z15
N.T.S. 16 7
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
P e,_,1k4T 7-5 -75° SATURN AUTOMOBILE DEALERSHIP
LIGHTING DETAILS A&D NOTES
DEIGNED: GEW DATE 5/31/94 FllE NAME
DR "- ELR DRAFTING
CHECKED: sc>LE:AS SHOWN FlEa) BOOK PAGE
REVISION BY APPR. DATE APPROVED' SHEET: 17 OF 20
1I Nome 1I Nomi
UTILITY
LEGEND DETAIL (Mark
r)
T
PLUG (GFI)
SIGNALS
LIGHTING
1
!! �Z
STREET LIGHTING
TS -LT
CONTACTORS
TELEMETRY
TRAFFIC SIGNAL SYSTEM LEGEND
IRCUIT WIRES TO LIGHTING RUNS 4
TO GROUND
PHOTO -CELL ROD
MOUNTED ON
NEAREST
LUMINAIRE
STREET LIGHTING CONTRACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 120/240 VOLT
N.T.S. 1617
//// WARNER ENGINEERING
5122 Olympic Dr. NW Office 206 -858 -8577
Suite 8204 Fax 206 - 858 -8579
Gig Harbor, WA 98335
Form Letters with 1/8" Weld TD:
Bead. Grind off Diamond ....��
Pattern before forming
letters. 1 "Nom. 1 "Nom.
ILLUMINATION SYSTEM LEGEND
I -cam
Ti- L�l L = K
IE ELEVATION VIEW
BELL ENDS
3" ON CONDUIT 6" MIN.
MAX. 3" g' MAX.
2" { MAX_
MIN_ 6" GRAVEL PAD
TYP. COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
RI TYPE 'I' BOX
0 TYPE 'u' Box
PLAN SYMBOLS
Lid
L L1x1x3 /16, 1 "Long
HOOK DETAIL
(2 Hooks per Lid)
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.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
wie fabric welded to the frame.
Men noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
ension 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 DETAILS 11 7-Z15
N.T.S. 16 7
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
P e,_,1k4T 7-5 -75° SATURN AUTOMOBILE DEALERSHIP
LIGHTING DETAILS A&D NOTES
DEIGNED: GEW DATE 5/31/94 FllE NAME
DR "- ELR DRAFTING
CHECKED: sc>LE:AS SHOWN FlEa) BOOK PAGE
REVISION BY APPR. DATE APPROVED' SHEET: 17 OF 20