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LOCATING ALL UTILITIES PRIOR TO EXCAVATION. SEE SHEET NO. E-5 FOR POLE & PULL BOX SCHEDULES
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1300 North Tmnstwh Way PH.(406)655-4550 PROJECT:
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1300 North Tmnstach Way PH.(406)655-4550 PROJECT:
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AWG NO.10 GROUND
GROUND NO.10(TYP)
,•: -
POLE BASE(TYP.) LUG RYP.1 � AWG NO.10(TYP.)
17 _—_— 18_
10
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DRAWN BY: KRH
19 18 17 16 15 14
REVIEWED BY. RRM
PULL BOX(TYP.) PROJECT ENGINEER: RPM
DESIGNED BY_ RRM
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WIRING DIAGRAM W
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1201240 VOLT
SERVICE
AWG NO.2 CIRCUIT BREAKER
100 AMP,2 POLE, O
�i SERVICE RATED ��SINGLE THROW
200 AMP METER
MAIN PHOTO-ELECTRIC CONTROL
L J 3 AWG NO.14 CABLE
BARE AWG NO.6
CIRCUIT BREAKER F'+✓-1
GROUND ROD-------- 20 AMP,2 POLE.
SINGLE THROW Cam' pp C
LIGHTNING ARRESTOR47'-
18
(TYPICAL) }--} AUTO-OFF-MANUAL -INDICATES NEW WATERTIGHT CONNECTOR,
SWITCH SEE DETAIL DRAWING ON SHEET EA q
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N.E.M.A. TYPE 3R I W
CABINET PROVIDE WATERTIGHT CONNECTORS IN PULL
20 AMP RELAY 2 POLE.SINGLE THROW BOXES WHEN SPLICING OF CONDUCTORS IS O N
W
AWG N0.6 I REQUIRED. ~J Q N N
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SUPPLY FUSED CONNECTORS THAT ARE MIDGET O x ,W
AWG NO.10 FERRULE TYPE RATED AT 6 AMPS FOR LUMINAIRES. W h
AWG NO.10 GROUND TO LUMINAIRES
"AS CONSTRUCTED"
S-2 SEPTEMBER, 2015
SINGLE TYPE "C" SERVICE WIRING DIAGRAM
SHEET
NOT TO SCALE
E-7 of 11
.AM Poh, MARVIN & ASSOCIATES FOUR POINTS
Traffic,Transportation & Civil Engineers DETAILS
1300 North Transtech Way PH:(406)655-0550 PROJECT:
Billings,Montana 59102 FAX:(406)665-4991 DATE: 3-27-15
N N
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WATERTIGHT CONNECTORS NO.8 CRIMPED HIGH CARBON STEEL
WIRE SPACED AS SHOWN.6 ONE WAY,
5 THE OTHER WAY. ¢Y Y
0
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TYPES I,6, 11 & 16 TYPES 2,7, 12 & 17 QW
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NON-FUSED BREAKAWAY FUSED BREAKAWAY � a
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IDENTITY DESCRIPTIVE
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SYMBOL & L " -•.
N0. WIRE SIZES 2• �2-
I
2 � to PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- D Is ID 1a IDL ■' ab '`jir
RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL
8 IN THE GROUND OR INSTALLATION IN SUNLIGHT. I' REINFORCED CAGE fI .,a,��NAL
NO.16 GALVANIZED
3 10 THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDES r "MESH 'I I
e A WATERTIGHT SEAL AROUND THE CABLE AND A
8 WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT DRAWN BY: KRN
e FIRM
SUFFICIENT TYPES 3,8, 1 3 & 1$� THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITH REVIEWED BY: R
SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL PROJECT ENGINEER: PRIM
e 5 PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. ELECTRICAL DESIGNED BY: RRPRIM0
8 m COPPER OR EQUAL IFMETA BOND.NO.6 G
WHERE INDICATED, CRIMP A COPPER PIN AND A COPPER CONDUIT
0 PULL BOX-CONCRETE 3"~� CONCRETE SIDEWALK ORASPHALT
RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO
6 e 6
ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH MINIMUM DIMENSIONS �
FUSED BREAKAWAY THE USE OF A COPPER BERYLLIUM SPRING AND BE TYPE1 TYPE TYPE
7 EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN - x
IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD L = 11" L = 25" L = 33"
6 MATERIAL. THE CRIMPING PORTION IS TO BE FULLY w = 13" w = 16" w = 20" ~
10- ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED D = 12" D = 12" D = 12" v a A
- IDL = 14" IDL = 20" IDL = 28" STUB CONDUIT 4"TO 6" (�j
IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE ---Irl-I rrr
8 I D W - 8" I D W - 11" IDW = 15" ABOVE BOTTOM OF PULL BOX W
IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE
6 C L = 15" C L = 21" C L = 29" 23" O [�
9 e ARE TO LOCK TOGETHER SO THE CONNECTION IS Cw = s^ Cw = 12" Cw = 16"
MAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDS CONDUIT IN PLACE
6 TENSION IS APPLIED TO THE ATTACHED CABLES. AS REQUIRED ~-1
10 a NOTE: WHEN REPLACING AN EXISTING 00 O Z Z F"
TYPES 4,9, 14 & 19 PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR PULL BOX,ADJUST CONDUIT 60 O O
11 4 OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR STUB HEIGHT ACCORDINGLY. 00Con
GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 1"CLEAN STONE 1--1
0 THE CONTACTS MUST BE FULLY ANNEALED AND DRAINAGE NO HIGHER
12 BOTTOM OF PULL BOX [�
m ADAPTED TO BE CRIMPED TO THE CABLE. A W
a PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT
13 0
a NON-FUSED BREAKAWAY ELECTRICALBOND.NO.6AWG C/� 00
STUB CONDUIT 4"TO
COPPER OR EQUAL IF METAL
14 ABOVE BOTTOM OF PULL
CONDUIT
LL BOX O
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15 4 4 a
16 I IL
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17 TYPE 21, 22 & 23
TYPES 5, 10, 15 & 20
0 0 23" OO
I 0 0 CONDOR IN PLACE
I$ 10 � � AS REQUIRED
10 Icy O
19 10 10 0 0 O rhh^+TN+/,Mi R
10 00 0() , W
20 D NON-FUSED NON-BREAKAWAY NON-FUSED NON-BREAKAWAY O
O 1"CLEAN STONE
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DRAINAGE NO HIGHER
8 8 THAN 2"INSIDE
2 I BOTTOM OF PULL BOX Pq
6 a PULL BOX INSTALLED IN DIRT W
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"AS CONSTRUCTED"
PULL BOX- CONCRETE SEPTEMBER, 2015
WATER TIGHT CONNECTORS TYPE 1 , 2 & 3 SHEET
E-8 OF 11
NOT TO SCALE NOT TO SCALE �� MARVIN & ASSOCIATES FOURPOINTS
Traffic,Transportation & Civil Engineers DETAILS
1300 North Tmnstwh Way PH.(406)655-4550 PROJECT:
Billings Montana 59102 FAX.(406)655-4991 DATE: 3-27-15
N N
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TWISTLOCK TYPE CONTROL
PHOTO-ELECTRIC
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1/2" RIGID STEEL CONDUIT " -�oNwL:E�`
6" x 6" PRESSURE TREATED I/2" RIGID STEEL CONDUIT 1/2" RIGID STEEL
WOOD POST 10' IN LENGTH. CONDUIT
CONDUIT STRAP (TYP. I DRAWN BY: KRH
8' MIN. REVIEWED BY: RRM
PROJECT ENGINEER: RRM
I/2" CONDUIT N.E.M.A. TYPE 3R DESIGNED BY: RRM
BODY CABINET
O SERVICE RATED Ir,
200 AMP METER N.E.M.A. TYPE 3R
MAIN CABINET
1/2" CONDUIT BODY E' a
2" CONDUIT BODY
2" RIGID STEEL CONDUIT a W
5' MIN. 2" RIGID STEEL CONDUIT A
6' MAX. WIRING AS REQUIRED W
-'q" SCHED. 80 CONDUIT & WIRING
PLASTIC CONDUIT AS REQUIRED
I BARE NO.6 AWG
C
Con
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120/240 VOLT 3" Min. '' Q
UNDERGROUND ^ W
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1n
6'Min. 00
spa^ x 8' F"
COPPERWELD
GROUND ROD
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"AS CONSTRUCTED"
00
SEPTEMBER, 2015
SHEET
E-9 of 11
.A"Ak MARVIN & ASSOCIATES FOURPOINTS
Traffic,Transportation & Civil Engineers DETAILS
1300 North Tmnstwh Way PH.(406)655-4550 PROJECT:
Billings Montana 59102 FAX.(406)655-4991 DATE: 3-27-15
N N
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ANCHOR BOLT
(4 TYPICAL) ° ANCHOR BOLT CIRCLE
DRAWN BY: KRH
2-1/2" CLEARANCE REVIEWED BY: RRM
SECTION A-A PROJECT ENGINEER: RRM
DESIGNED BY: RRM
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CONDUIT SHALL PROTRUDE FROM
FOUNDATION AT LEAST 3" �-'
38'
GROUNDING LUG 2 3
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NO. 6 AWG BARE GROUND WIRE ="I�'�r ° � :
IOR PIGTAIL EXTENSION I 4
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NO. 6 AWG BARE GROUND WIRE OR o
PIGTAIL EXTENSION. o
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NOTE-MAKE THE TOP OF THE CONCRETE FOUNDATION IS
NO HIGHER THAN 6" ABOVE THE GROUND LINE. �I..-�I vQ'i '6
PROVIDE A HANDHOLE DETAIL AND A I/Z" NUT ti "
° HOLDER DETAIL (FOR GROUNDING) . ZI
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"AS CONSTRUCTED"
TYPE A POLE SEPTEMBER, 2015
SHEET
E-10 of 11
TYPE A L U M I N A I R E STANDARD DETAIL �.w MARVIN & ASSOCIATES FOURPOINTS
Traffic,Transportation & Civil Engineers DETAILS
N 0 T TO SCALE 1300 North Tmnstwh Way PH:(406)655-4550 PROJECT:
Billings Montana 59102 FAX:(406)655-4991 DATE: 3-27-15
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AP #6 BARS 14'-1' LONG) '+d��NAL�"• ,`
(8 TYPICAL 1
!•� #4 HOOPS AT DRAWN BY: KRH
I'-0" CENTERS
REVIEWED BY: RRM
ANCHOR BOLT ° f PROJECT ENGINEER: RRM
(4 TYPICAL) ANCHOR BOLT CIRCLE DESIGNED BY: RRM
2-1/2" CLEARANCE �7
SECTION A-A
GROUNDING LUG
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PROTRUDE CONDUIT FROM FOUNDATION a A
NO. 6 AWG BARE GROUND WIRE NOT MORE THAN 3" U`
IOR PIGTAIL EXTENSION L7WL7]] �.
2
II II II`° ° II . ILII a
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'..��.�I. COPPER GROUNDING STRAP BETWEEN I 111 ° O O
I� I ANCHOR BOLT• CONDUIT (IF METAL) & I ° 2'-0'
a l NO. 6 AWG BARE GROUND WIRE OR N A 7 A
I PIGTAIL EXTENSION.
_
HAND HOLE & COVER
II II II ' - II 11'll A W
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CLASS "DD" F"
3' MIN.—I CONCRETE
FOUNDATION O
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NOTE-MAKE THE TOP OF THE CONCRETE FOUNDATION IS
NO HIGHER THAN 6" ABOVE THE GROUND LINE.
PROVIDE A HANDHOLE DETAIL AND A I/Z" NUT
Ian/ N
HOLDER DETAIL (FOR GROUNDING) W W
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TYPE B POLE00
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"AS CONSTRUCTED"
SEPTEMBER, 2015
SHEET
E-11 of 11
TYPE B EUMINAIRE STANDARD DETAIL �.�TMARVINo & ASSrtation & /OCIATES FOUR vil Engineers DETAILS
NOT TO SCALE 1300 North Tianstech Way PH:(406)655 1550 PROJECT:
Billings,Montana 59102 FAX:(406)655 1991 DATE: 3-27-15