Table of Contents Index i
Category Descriptions Introduction Construction Specifications Ampacity Rating of Service Wire Calculation Chart NTUA Standard Conductor Sizes Maximum Line Angles: Information and Tables I-VII Angle Construction Guide-Crossarm to Vertical Construction-30° to 60° Angle Right of Way Clearing Diagram Right of Way Notes
A
Single-Phase Primary Pole Top Assembly Units Index A Single-Phased Primary Pole Top Construction Drawings
B
Two-Phase Primary Pole Top Assembly Units Index B Two-Phase Primary Pole Top Construction Drawings
C
Three-Phase Primary Pole Top Assembly Units Index C Three-Phase Primary Pole Top Construction Drawings
D
Overhead Shield Line with Distribution Neutral Index D Overhead Shield Line Construction Drawings
E
Grounding Assembly Units Index E Grounding Construction Drawings
F
Guying Assembly Units Index F Instructions for Guying Guying Construction Drawings
G
Anchor Assembly Units Index G Anchor Construction Drawings
H
Service Assembly Units Index H Service Entrance Specifications Service Construction Drawings
I
Transformer Assembly Units Index I Transformer Construction Drawings Two-, Three-Bank Transformer Schematic Drawings Materials for Transformer Secondary Connections
J
Voltage Regulator Assembly Units Index J Voltage Regulator Drawings
K
Oil Circuit Recloser and Sectionalizer Assembly Units Index K Oil Circuit Recloser Drawings Sectionalizer Drawings (Continue)
(Continue)
Table of Contents Index
Category Descriptions
L
Tying Guides Index L Tying Guide Drawings
M
Miscellaneous Assembly Units Index M Miscellaneous Drawings
N
Wood Poles, Crossarms, Braces Index N Pole and Crossarm Guides and Assembly Drawings
O
Stringing Sag Tables Index O Sag Tables 1-18
P
Streetlight Assembly Index P Streetlight Drawings
Q
Underground Riser Poles Index Q Riser Pole Drawings
Index i Introduction I.D. Assemblies
Drawing Title (Description) Specifications for Construction
AMPACITY
Ampacity Rating of Services
CALCHART
Wire Calculation Chart
CONDSIZE
NTUA Standard Conductor Sizes
Line Angle Info, Tables I-VII
Maximum Line Angles: Information and Tables I-VII
M21
Angle Construction Guide-Crossarm to Vertical Construction30° to 60° Angle
ROW
Right of Way Clearing Diagram
ROW
Right of Way Notes
SPECIFICATIONS FOR CONSTRUCTION 1.
GENERAL: All construction shall be done in a thorough and workmanship manner in accordance with the Staking Sheets, Plans, Specifications, and the Construction Drawings. The latest edition of the National Electrical Safety Code shall be followed except where local regulations are more stringent, in which case local regulations shall govern.
2.
DISTRIBUTING THE POLES: In distributing the poles, large, choice, close-grained poles shall be used for transformer, deadend, angle, and corner poles.
3.
POLE SETTING: The minimum depth for setting poles shall be as follows: Length of Pole (Feet) 30 35 40 45 50 55 60 A.
Setting in Soil (Feet) 5.5 6.0 6.0 6.5 7.0 7.5 8.0
Setting in All Solid Rock (Feet) 3.5 4.0 4.0 4.5 4.5 5.0 5.0
Pole Setting specifications shall apply: 1.
Where poles are to be set in soil.
2.
Where there is a layer of soil more than two (2) feet in depth, over solid rock.
3.
Where the hole in solid rock is not substantially vertical or the diameter of the hole at the surface of the rock exceeds approximately twice the diameter of the pole at the same level.
B.
C.
Pole Setting in Solid Rock specifications shall apply: 1.
Where poles are to be set in solid rock and where the hole is substantially vertical, approximately uniform in diameter and large enough to permit the use of tamping bars the full depth of the hole.
2.
Where there is a layer of soil two (2) feet or less in depth over solid rock, the depth of the hole shall include the depth of the soil in addition to the depth specified under “Pole Setting in Solid Rock”. However, that such depth shall not exceed the depth specified under “Pole Setting”.
Sloping Ground: On sloping ground, the depth of the hole shall always be measured from the low side of the hole.
D.
Pole Setting: Poles shall be set so that alternate crossarm gains face in opposite directions. Except at terminals and deadends, where the gains of the last two poles shall be on the side facing the terminal or deadend. On unusually long spans, the poles shall be set so that the crossarm comes to the side of the pole away from the long span. On lines that curve, corssarm shall be installed on the side of the pole, which faces the midpoint of the curve. On sloping terrain, crossarms shall be installed on the uphill side of the pole. The pole top bracket or pins shall be on the opposite side from the gain, with the flat side against the pole. Poles shall be set in alignment and plumb except at corners, terminals, angles, junctions, or other points of strain, where they shall be set and raked against the strain so that the conductors shall be in line. Poles shall be racked against the conductor strain not less than one inch nor more than two inches for each ten feet of pole length after conductors are installed at the required tension. Pole backfill must be thoroughly tamped the full depth. Excess dirt must be banked around the pole.
4.
GRADING OF LINE: When using taller poles to clear obstacles such as buildings, foreign wire crossings, railroads, etc. There shall be no lift on pin-type insulators in grading the line each way to the shorter poles.
5.
GUYS AND ANCHORS: Guys shall be placed before the conductors are strung and shall be attached to the pole as shown in the construction drawings. The grade of construction of the guys shall be the same as the structure or the highest grade required for any other conductors supported by the pole or structure. The grades of construction are based on the required strengths for safety. Where there are two or more conditions define the grade of construction required, the grade used shall be the highest one required by any of the conditions. There are three distinct sections under grades of construction. First, application of grades of construction to different situations. Second, grades of construction for conductors. Third, grades of construction for line supports. A. Application of Grades of Construction to Different Situations. 1. Supply Cords 2. Order of Grades 3. At Crossings 4. Conflicts B. Grades of Construction for Conductors 1. Constant-Current Circuit Conductors 2. Railway Feeder and Trolley-Contact Circuit Conductors 3. Communication Circuit Conductors Located in the Supply Space 4. Fire-Alarm Circuit Conductors 5. Neutral Conductors of Supply Circuits 6. Surge-Protection Wires C. Grades of Construction for Line Supports 1. Structures 2. Crossarms and Support Arms 3. Pins, Armless Construction Brackets, Insulators, and Conductor Fastenings. Deadend structure guys shall be installed in line with the pole of conductors as nearly as practical. Bisector guys at an angle structure shall be installed as nearly as practical to the true bisector of the line angle. A 1:1 slope for guy leads is recommended, especially on deadend structures. Minimum guy leads are not recommended. The applicable NESC safety factors must be applied to determine the “allowable guy wire tension” as noted in the design parameters of the guying assembly units.
All anchors and rods shall be in line with the strain and shall be installed that approximately six inches of the rod remain out of the ground. In cultivated fields or other locations, as deemed necessary, the projection of the anchor rod above earth may be increased to a maximum of 12 inches to prevent burial of the rod eye. The backfill of all anchor holes must be thoroughly tamped the full depth. The maximum load with overload factors transferred to the anchor should not exceed the designated maximum holding power given in the design parameters on the anchor assembly drawing. The rating is coordinated with the maximum holding power of average, class 5, soil conditions. When the anchor is used in poorer soils, the holding power of the anchor should be derated. A suggested guide is to derate by 25 percent in class 6 soils and by 50 percent in class 7 soils. For class 8 soils it is usually necessary to use swamp anchors or power driven screw anchors with which can penetrate the poor soil into firmer soil. Guy markers shall be installed as specified on staking sheets, plans, specifications, and the construction drawings. 6.
LOCKNUTS: A locknut shall be installed with each nut and eye nut, or other fasteners on all bolts or threaded hardware such as insulator pins, studs, upset bolts, double arming bolts, and machine bolts.
7.
CONDUCTORS: Conductors must be handled with care. Conductors shall not be tramped on or run over by vehicles. Each reel shall be examined and the wire shall be inspected for cuts, kinks, or other damages. Damage portions shall be cut out and the conductor spliced. If necessary, the conductors shall be pulled over suitable rollers or stringing blocks properly mounted on pole or crossarm, to prevent binding while stringing. The neutral conductor should be maintained on one side of the pole (preferably the roadside) for tangent structures and angle structures not exceeding 30°. With pin-type or post-type insulators. The conductor shall be tied in the top groove of the insulator on tangent poles and on the side of the insulator away from the strain at angles. Pin-type and post-type insulators shall be tight on the pins and bracket, and on tangent structures. The top groove must be in line with the conductor after tying in.
For neutral and secondary conductors on the poles, insulated brackets (rigid clevis material item “da”) may be substituted for single and double upset bolts on angles from 0° to 5°. Only in locations that are subject to considerable conductor vibration. Before splicing, or the installation of a connector or clamp, all conductors shall be cleared thoroughly by wire brushing. A suitable inhibitor shall be used before splicing or applying connectors over aluminum conductor. 8.
ARMOR RODS AND LINE GUARDS:
Armor Rods (either single or double support, as applicable) shall be installed over the conductor and neutral for running angles. Armor rod will reduce vibration and protect against chaffing and flashover at the point of support. Armor rods shall be installed in accordance with Drawings M40-17 and M40-10. Line Guards (Short Armor Rod) shall be installed whenever hot line clamps are attached to the conductor (M42-3). 9.
SPLICES AND DEADENDS: Conductors shall be spliced using tension/splicing sleeves in accordance with the manufacturer’s recommendation. The conductor shall be spliced or deadended as shown in the Construction Standards. There shall not be more than one splice per conductor in any span, and splicing sleeves shall be located at least ten feet from the conductor support. No splices shall be located in Grade B (highway crossing spans) and preferably not in the adjacent spans.
10.
TAPS AND JUMPERS: Jumpers and other leads connected on armor rods to line conductors shall have sufficient slack to allow free movement of the conductors. Where slack is not shown on the construction, it will be provided by at least two bends in a vertical plane, or one in a horizontal plane, or the equivalent. In areas where Aeolian vibration occurs, special measures to minimize the effects of jumper breaks will be used as specified. All leads on equipment such as transformers, reclosers, etc., shall be a minimum of #4 copper conductivity.
11.
CONNECTORS, HOT LINE CLAMPS, HOT LINE CONNECTORS: Hot line clamps shall be installed over armor rod (line guards) and are suitable connectors for transformers jumpers, surge arresters. On all hot line clamp installations. The clamp and jumper shall be so installed that they are permanently bonded to the load side of the line. Allowing the jumper to be deenergized when the clamp is disconnected. The hot line connector should not be confused with the hot line clamp (not approved for tap line connections). See Drawings VM5-1 (Hot Line Clamp) and VM5-22 (Hot Line Connector).
12.
SURGE ARRESTER GAP SETTING: The external gap electrodes of surge arresters, combination arrester-cutout units, and transformer-mounted arresters (when utilized) shall be adjusted to the manufacturer’s recommended spacing. Care shall be taken that the adjusted gap is not disturbed when the equipment is installed.
13.
CONDUCTOR TIES: Hand formed ties and factory formed ties shall be in accordance with construction drawings. Reference VM40-10, VM40-17, VL1.1G, and L3.1G.
14.
SAGGING OF CONDUCTORS: Conductors shall be sagged in accordance with the conductor manufacturer’s recommendation. All conductors shall be sagged evenly. The air temperature at the time and place of sagging shall be determined by a certified etched glass thermometer. Highway crossings minimum sag height is 20’. The sag of all conductors after stringing shall be in accordance with the conductor manufacturer’s recommendations, except that a maximum increase of three inches of the specified sag in any span will be acceptable, however, under no circumstances will a decrease in the specified sag be allowed.
15.
SECONDARY AND SERVICE DROPS: Secondary conductors may be bare or covered wires or multi-conductor service cable. The conductors shall be sagged in accordance with the manufacturer’s recommendations. Conductors for secondary under built on primary lines will normally be bare except in those instances where prevailing conditions may limit primary span lengths to the extent that covered wires or service cables may be used. Service drops shall be covered wire or service cable.
Secondary and service drops shall be so installed as not to obstruct climbing space. There shall not be more than one splice per conductor in any span, and splicing sleeves shall be located at least ten feet from the conductor support. Where the same covered conductors or service cables are to be used for the secondary and service drops. They may be installed in one continuous run. 16.
GROUNDS (OVERHEAD DISTRIBUTION): Ground rods shall be driven full length in undisturbed earth in accordance with the construction drawings. The top shall be at least 12 inches below the surface of the earth and installed in a minimum of two feet from the face of the pole. The ground wire shall be attached to the rod with a clamp and secured to the pole with staples. The staples on the ground wire shall be spaced two feet apart except for a distance of eight feet above the ground and eight feet down from the top of the pole where they shall be six inches apart. (H1.1A, H1.1B, H1.1C, H2.1 and P2.1) All equipment shall gave at least two connections from the frame, case or tank to the multi-grounded neutral conductor. The pole ground wire may be used for one or both of these connections. The equipment ground wire, neutral conductor, down guys, messenger wire, and surge protective equipment shall be interconnected and attached to common ground wire. The connection between the ground rod and the system neutral shall be made by one continuous piece of conductor (the pole ground wire), and installed in the shortest and most direct path according to the construction drawings. Such a splice shall only be installed a minimum of six inches above the ground line. The pole ground wire shall be connected to the system neutral using a compression type connector. All neutral conductors on the pole shall be connected directly to each other, and connected to the pole ground wire if present. Ground connections in addition to the ones required and specified herein are acceptable unless they add undo congestion on the structure.
17.
CLEARING RIGHT-OF-WAY In preparing the right-of-way, trees shall be removed, underbrush cleared, and trees trimmed so that the right-of-way shall be clear from the ground up and of the width required. However, low growing shrubs, which will not interfere with the operation or maintenance of the line, shall be left undisturbed if so directed by the owner. Slash may be chipped and blown on the right-or-way, if so specified. The landowner’s written permission shall be received prior to cutting trees outside of the right-of-way. Trees fronting each side of the right-of-way shall
be trimmed symmetrically unless otherwise specified. Dead trees beyond the right-of-way, which would strike the line in falling, shall be removed. Leaning trees beyond the right-of-way which would strike the line in falling and which would require topping if not removed shall either be removed or topped except that shade, fruit, or ornamental trees shall be trimmed and not removed except as otherwise authorized. 18.
HARDWARE: Pole line hardware shall be hot-dip galvanized. Suitable washers shall be installed under bolt heads and nuts on all wood surfaces. The diameter of the holes shall be the correct size for the bolts on which they are used. Washers for use under the head of carriage bolts and shall be the proper size to fit over the square shank of the bolt. Eye bolts, eye nuts, clevises and strain plates shall be used whenever required, to adequately support and protect the pole, crossarm, insulator, and guy wire. Through bolts shall be of proper length to extend a minimum of one-half inch (½”) and not more than two inches (2”) beyond the locknut after installation is complete. A three inch (minimum) square, curved washer, item “d”, shall be used abutting the pole when installing primary or neutral conductor deadend assemblies directly to the pole to mitigate the crushing of wood fibers and to facilitate the allowable longitudinal loading as given in the design parameters on the construction drawings.
VIP ACSR NEUTRAL MESSENGER - 90°C, ambient temperature of
40°C
TRIPLEX
Code Word
size AWG
AMPERES
Periwinkle VIP
#4
115
Conch VIP
#2
150
Neritina VIP
1/0
Zuzara VIP
Limpet VIP
205
4/0
315
336.4
420
QUADRUPLEX
Code Word
size AWG
Palomino VIP
#2
Costena VIP
135
1/0
Appaloosa VIP Bronco
COPPER
AMPERES
180
4/0
275
336.4
370
SERVICE-DROP
Code Word
CABLES
-
TYPE
THHN
size AWG
AMPERES
N/A
350
570
N/A
500
700
N/A
750
885
Ampacity is based on Southwire Catalogue (1995). TITLE:
AMPACITY RATINGS OF SERVICES DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
06/30/06
N.T.S. DATE:
DATE:
AMPACITY
WIRE
NTUA
TRADE
SAP
NAME
CALCULATION CHART ACSR BARE WIRE LBS.
SIZE
STRAND
NO.
PER MULT. NO. OF LBS.
1,000 FT.
-ING
BY
THIS
TO
GET
FACTOR OF
NO.
MULT. BY
FT. TO
NO.
GET
OF
OF
NO.
11614
SPARROW
#2
6/1
91.0
10.9
0.0910
11619
SWANATE
#4
7/1
67.1
14.9
0.0671
11630
RAVEN
1/0
6/1
145.2
6.88
0.1452
11641
PENGUIN
4/0
6/1
291.1
3.44
0.2911
11638
LINNET
336.4
26/7
463.0
2.16
0.4630
11901
HAWK
477
26/7
655.0
1.527
0.6550
11902
CARDINAL
954
54/7
1227.0
0.8150
1.227
TRIPLEX NTUA
TRADE
SAP
NAME
POLYETHYLENE LBS.
SIZE
STRAND -ING
NO.
LBS
INSULATION
PER MULT. NO. OF LBS.
1,000 FT.
FT
FACTOR
THIS
BY
THIS
TO
GET
FACTOR NO.
OF
FT.
MULT.
NO.
BY
THIS
TO
GET
OF
FT
FACTOR NO.
11662
PERIWINKLE
#4
7
180.0
5.55
0.180
11660
NERININA
1/0
7
483.0
2.32
0.483
11661
ZUZARA
4/0
19
792.0
1.263
0.792
OF
LBS
QUADRUPLEX NTUA
TRADE
SAP
NAME
LBS. SIZE
NO.
STRAND
PER MULT. NO. OF LBS.
1,000 FT.
-ING
BY
THIS
TO
GE
FACTOR
NO.
OF
FT.
MULT.
NO.
BY
THIS
TO
GET
OF
FT
FACTOR NO.
OF
11653
COSTENA
1/0
19
551.0
1.815
0.5510
11652
APPALOOSA
4/0
19
1042.0
0.9597
1.042
LBS
DUPLEX NTUA
TRADE
SAP
NAME
LBS. SIZE
TERRIER
#4
TITLE:
DRAWN
7
WIRE BY:
PER
MULT.
1,000 FT.
-ING
NO. 11650
STRAND
APPROVED
ENGINEERING
APPROVED
06/30/06
TO
GE
SAFETY
OF
LBS. MULT. NO. OF FT
FACTOR
NO.
8.77
OF
FT.
BY
THIS
TO
GET
FACTOR NO.
OF
LBS
0.1140
CHART APPROVED
DENNYH DATE:
THIS
114.0
CALCULATION
NO.
BY
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
CALCHART
NTUA
STANDARD
CONDUCTOR
SIZES
Aluminum Cable, Steel Reinforced (ACSR)
DISTRIBUTION SAP
Number
CMILS or AWG
Code Word
Rated Amps Stranding & Capacity Diameter, in. Strength, lb
11619
SWANATE
#4
130
7/1-0.257
2360
11614
SPARROW
#2
175
6/1-0.316
2850
11630
RAVEN
1/0
230
6/1-0.398
4380
11641
PENGUIN
4/0
350
6/1-0.563
8350
11638
LINNET
336.4
510
26/7-0.720
14100
11901
HAWK
477
640
26/7-0.858
19500
TRANSMISSION SAP
Number
Code
CMILS or AWG
Word
Rated Stranding & Amps Capacity Diameter, in. Strength, lb
11636
QUAIL
2/0
265
6/1-0.447
5310
11641
PENGUIN
4/0
350
6/1-0.563
8350
11638
LINNET
336.4
510
26/7-0.720
14100
11901
HAWK
477
640
26/7-0.858
19500
11902
CARDINAL
954
996
54/7-1.196
33800
TITLE:
DRAWN BY:
NTUA STANDARD APPROVED ENGINEERING
APPROVED SAFETY
CONDUCTOR SIZES APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
06/30/06
N.T.S. DATE:
DATE:
CONDSIZE
The calculated "maximum line angle" values in the tables are based on the "designated maximum" transverse loading on insulator pins as specified by RUS, and the application of the appropriate overload
factors
from
the
1997
edition
of
the
NESC.
"Allowable longitudinal (or transverse) loading" values in the design parameters were derived from known or designated maximum strengths of materials to which the appropriate NESC safety factors have already been applied.
DERIVATION
OF
MAXIMUM
PERMISSIBLE
LINE
ANGLES
FORMULA: SIN(0/2)=(P-(Fw Sw Ww))/2 Ft T *
*
*
*
(From RUS Bulletin 160-2, Section III-12-F) CONSTANTS:
Wind Overload Capacity Factor (Fw): (NOTE: Use 2.67 at crossings) Wire Tension Overload Capacity Factor (Ft):
2.00 1.33
(From 1997 NESC, TABLE 253-2, Grade C)
CONDUCTOR DATA:
(From RUS Bulletin 160-2, Table B-1) Maximum
Conductor
Size
4 ACSR (7/1) 2 ACSR (5/1) 2 ACSR (7/1) 1/0 ACSR (5/1) 123.3 AAC (7) 2/0 ACSR (6/1) 3/0 ACSR (6/1) 4/0 ACSR (6/1) 245.9 ACC (7) 336.4 ACSR (18/1) 336.4 ACSR (26/7)
Design
Tension(T)
Tension
Strength 2360
60%
1416
2850
60%
1710
3640
60%
2184
4380
60%
2628
4460
60%
2676
5310
50%
2655
6620
50%
3310
8350
40%
3340
8560
40%
3424
8680
40%
3472
14100
35%
4935
WIND LOAD (Ww) by Loading District
4 ACSR (7/1) 2 ACSR (6/1) 2 ACSR (7/1) 1/0 ACSR (6/1) 123.3 AAC (7) 2/0 ACSR (6/1) 3/0 ACSR (6/1) 4/0 ACSR (6/1) 245.9 ACC (7) 336.4 ACSR (18/1) 336.4 ACSR (26/7)
TITLE:
DRAWN
LIGHT
MEDIUM
HEAVY
0.1928
0.2523
0.4190
0.2370
0.2720
0.4387
0.2438
0.2750
0.4417
0.2985
0.2993
0.4660
0.2985
0.2993
0.4660
0.3353
0.3157
0.4843
0.3767
0.3340
0.5007
0.4223
0.3543
0.5210
0.4223
0.3543
0.5210
0.5130
0.3947
0.5613
0.5408
0.4070
0.5737
Derivation of Maximum Permissible Line Angles BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
Line Angle Info
TABLE
MAXIMUM
LINE
ANGLES
ON
PIN INSULATOR
I
ASSEMBLIES
Designated Maximum Transverse Load = 500 Lbs./Conductor WIND CONDUCTOR
SIZE
150
200 LIGHT
(feet) 300
250 LOADING
350
400
DISTRICT
4
ACSR
(7/1)
13
13
12
12
11
11
2
ACSR
(6/1)
11
10
10
9
8
8
2
ACSR
(7/1)
8
8
7
7
6
6
1/0
ACSR
(6/1)
7
6
6
5
5
4
(7)
7
6
6
5
5
4
123.3
AAAC
2/0
ACSR
(6/1)
6
6
5
5
4
4
3/0
ACSR
(6/1)
5
5
4
4
3
3
4/0
ACSR
(6/1)
5
4
4
3
3
2
(7)
5
4
4
3
3
2
(18/1)
4
4
3
2
2
1
(26/7)
3
2
2
2
1
1
246.9 336.4
AAAC
ACSR ACSR
336.4
MEDIUM
LOADING
DISTRICT
4
ACSR
(7/1)
13
12
11
11
10
9
2
ACSR
(6/1)
11
10
9
8
8
7
2
ACSR
(7/1)
8
8
7
7
6
6
1/0
ACSR
(6/1)
7
6
6
5
5
4
(7)
7
6
6
5
5
4
2/0
ACSR
(6/1)
7
6
6
5
5
4
3/0
ACSR
(6/1)
5
5
4
4
3
3
4/0
ACSR
(6/1)
5
5
4
4
3
3
(7)
5
5
4
4
3
3
(18/1)
5
4
4
3
3
2
(26/7)
3
3
3
2
2
2
123.3
246.9 336.4 336.4
AAAC
AAAC
ACSR ACSR
HEAVY
LOADING
DISTRICT
4
ACSR
(7/1)
11
10
9
8
6
5
2
ACSR
(6/1)
9
8
7
6
5
4
2
ACSR
(7/1)
7
6
6
5
4
3
1/0
ACSR
(6/1)
6
5
4
4
3
2
(7)
6
5
4
4
3
2
123.3
AAAC
2/0
ACSR
(6/1)
6
5
4
3
3
2
3/0
ACSR
(6/1)
5
4
3
3
2
1
4/0
ACSR
(6/1)
4
4
3
2
2
1
(7)
4
4
3
2
2
1
(18/1)
4
3
3
2
1
1
(26/7)
3
2
2
1
1
0
246.9 336.4 336.4
AAAC
ACSR ACSR
TITLE:
DRAWN
SPAN
Designated Transverse Load = 500 lbs/Conductor BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Table I
TABLE
MAXIMUM
LINE
ANGLES
ON
PIN
INSULATOR
II
ASSEMBLIES
Designated Maximum Transverse Load = 750 Lbs./Conductor WIND CONDUCTOR
SIZE
150
200 LIGHT
(feet)
250 LOADING
300
350
400
DISTRICT
4
ACSR
(7/1)
21
21
20
19
19
18
2
ACSR
(6/1)
17
17
16
15
15
14
2
ACSR
(7/1)
13
13
12
12
11
11
1/0
ACSR
(6/1)
11
10
10
9
9
8
(7)
11
10
10
9
9
8
123.3
AAAC
2/0
ACSR
(6/1)
11
10
9
9
8
8
3/0
ACSR
(6/1)
8
8
7
7
6
6
4/0
ACSR
(6/1)
8
8
7
6
6
5
(7)
8
7
7
6
6
5
(18/1)
7
7
6
5
5
4
(26/7)
5
5
4
4
3
3
246.9 336.4 336.4
AAAC
ACSR ACSR
MEDIUM
LOADING
DISTRICT
4
ACSR
(7/1)
21
20
19
18
18
17
2
ACSR
(6/1)
17
16
16
15
14
13
2
ACSR
(7/1)
13
13
12
12
11
10
1/0
ACSR
(6/1)
11
10
10
9
9
8
(7)
11
10
10
9
9
8
2/0
ACSR
(6/1)
11
10
10
9
9
8
3/0
ACSR
(6/1)
8
8
8
7
7
6
4/0
ACSR
(6/1)
8
8
7
7
6
6
123.3
246.9 336.4 336.4
AAAC
(7)
8
8
7
7
6
6
(18/1)
8
7
7
6
6
5
(26/7)
5
5
5
4
4
4
13
AAAC
ACSR ACSR
HEAVY
LOADING
DISTRICT
4
ACSR
(7/1)
19
18
17
15
14
2
ACSR
(6/1)
16
15
13
12
11
10
2
ACSR
(7/1)
12
11
10
10
9
8
1/0
ACSR
(6/1)
10
9
8
8
7
6
(7)
10
9
8
8
7
6
123.3
AAAC
2/0
ACSR
(6/1)
10
9
8
7
7
6
3/0
ACSR
(6/1)
8
7
7
6
5
5
4/0
ACSR
(6/1)
8
7
6
6
5
4
(7)
7
7
6
6
5
4
(18/1)
7
7
6
5
4
4
(26/7)
5
5
4
4
3
3
246.9 336.4 336.4
AAAC
ACSR ACSR
TITLE:
DRAWN
SPAN
Designated Transverse Load = 750 lbs/Conductor BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Table
II
TABLE
MAXIMUM
LINE
ANGLES
ON
PIN
INSULATOR
III
ASSEMBLIES
Designated Maximum Transverse Load = 1,000 Lbs./Conductor WIND CONDUCTOR
SIZE
150
200 LIGHT
(feet)
250 LOADING
300
350
400
26
DISTRICT
4
ACSR
(7/1)
29
28
28
27
27
2
ACSR
(6/1)
24
23
22
22
21
21
2
ACSR
(7/1)
18
18
17
17
16
16
1/0
ACSR
(6/1)
15
14
14
13
13
13
(7)
15
14
14
13
13
12 12
123.3
AAAC
2/0
ACSR
(6/1)
15
14
14
13
12
3/0
ACSR
(6/1)
12
11
11
10
10
9
4/0
ACSR
(6/1)
11
11
10
10
9
9
(7)
11
10
10
9
9
8
(18/1)
11
10
9
9
8
7
7
7
6
6
5
5
24
246.9 336.4 336.4
AAAC
ACSR ACSR
(26/7)
MEDIUM
LOADING
DISTRICT
4
ACSR
(7/1)
28
28
27
26
25
2
ACSR
(6/1)
23
23
22
21
21
20
2
ACSR
(7/1)
18
18
17
17
16
15
1/0
ACSR
(6/1)
15
14
14
13
13
12
(7)
15
14
14
13
13
12
123.3
AAAC
2/0
ACSR
(6/1)
15
14
14
13
13
12
3/0
ACSR
(6/1)
12
11
11
10
10
10
4/0
ACSR
(6/1)
12
11
11
10
10
9
(7)
11
11
10
10
9
9
(18/1)
11
10
10
9
9
8
8
7
7
7
6
6
246.9 336.4 336.4
AAAC
ACSR ACSR
(26/7)
HEAVY
LOADING
DISTRICT
4
ACSR
(7/1)
27
26
24
23
22
20
2
ACSR
(6/1)
22
21
20
19
18
16
2
ACSR
(7/1)
17
16
15
15
14
13
1/0
ACSR
(6/1)
14
13
13
12
11
10
(7)
14
13
12
12
11
10
123.3
AAAC
2/0
ACSR
(6/1)
14
13
12
12
11
10
3/0
ACSR
(6/1)
11
10
10
9
8
8
4/0
ACSR
(6/1)
11
10
10
9
8
8
(7)
11
10
9
9
8
7
(18/1)
10
10
9
8
8
7
7
7
6
6
5
5
246.9 336.4 336.4
AAAC
ACSR ACSR
(26/7)
TITLE:
DRAWN
SPAN
Designated Transverse Load = 1000 lbs/Conductor BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
Table
III
TABLE IV
MAXIMUM
LINE
ANGLES
ON
PIN INSULATOR
ASSEMBLIES
Designated Maximum Transverse Load = 1,500 Lbs./Conductor WIND CONDUCTOR
SIZE
150
250
200 LIGHT
LOADING
300 DISTRICT
ACSR (7/1)
45
44
44
43
42
42
ACSR (6/1)
37
36
35
35
34
33
2
ACSR (7/1)
28
28
27
27
26
26
1/0 ACSR (6/1)
23
23
22
22
21
21
(7)
23
22
22
21
21
20
2/0 ACSR (6/1)
23
22
22
21
21
20
3/0 ACSR (6/1)
18
18
17
17
16
16
4/0 ACSR (6/1)
336.4
AAAC
18
17
17
16
16
15
(7)
17
17
16
16
15
15
ACSR (18/1)
17
16
15
15
14
14
ACSR (26/7)
12
11
11
10
10
9
336.4
AAAC
MEDIUM
LOADING
DISTRICT
4
ACSR (7/1)
44
44
43
42
41
40
2
ACSR (6/1)
36
36
35
34
33
33
2
ACSR (7/1)
28
28
27
27
26
25
1/0 ACSR (6/1)
23
23
22
22
21
21
AAAC
(7)
23
22
22
21
21
20
2/0 ACSR (6/1)
23
22
22
21
21
20
3/0 ACSR (6/1)
18
18
17
17
17
16
123.3
18
18
17
17
16
16
(7)
18
17
17
16
16
15
ACSR (18/1)
17
17
16
16
15
15
ACSR (26/7)
12
12
11
11
11
10
4/0 ACSR (6/1) 246.9 336.4 336.4
AAAC
HEAVY
LOADING
DISTRICT
4
ACSR (7/1)
43
41
40
39
37
36
2
ACSR (6/1)
35
34
33
32
30
29
2
ACSR (7/1)
27
26
25
25
24
23
1/0 ACSR (6/1)
22
22
21
20
19
19
(7)
22
21
21
20
19
18
2/0 ACSR (6/1)
22
21
21
20
19
18
3/0 ACSR (6/1)
18
17
16
16
15
14
4/0 ACSR (6/1)
17
17
16
15
15
14
(7)
17
16
16
15
14
14
ACSR (18/1)
17
16
15
14
14
13
ACSR (26/7)
12
11
11
10
10
9
123.3
246.9 336.4 336.4
AAAC
AAAC
TITLE:
Designated Transverse Load = 1500 lbs/Conductor APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
DENNYH
06/30/06
400
2
246.9
DATE:
350
4
123.3
DRAWN BY:
SPAN (feet)
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING NO.
Table IV
TABLE
MAXIMUM
LINE
ANGLES
ON
PIN INSULATOR
V
ASSEMBLIES
Designated Maximum Transverse Load = 2000 Lbs./Conductor WIND CONDUCTOR
SIZE
150
200 LIGHT
(feet)
250 LOADING
300
350
400
DISTRICT
4
ACSR
(7/1)
60
60
60
60
59
59
2
ACSR
(6/1)
50
50
49
48
48
47
2
ACSR
(7/1)
39
38
38
37
37
36
1/0
ACSR
(6/1)
32
31
31
30
30
29
(7)
31
31
30
30
29
29
123.3
AAAC
2/0
ACSR
(6/1)
31
31
30
30
29
28
3/0
ACSR
(6/1)
25
24
24
23
23
22
4/0
ACSR
(6/1)
24
24
23
23
22
22
(7)
24
23
23
22
22
21
(18/1)
23
22
22
21
20
20
16
16
15
15
14
14
246.9 336.4 336.4
AAAC
ACSR ACSR
(26/7)
MEDIUM
LOADING
DISTRICT
4
ACSR
(7/1)
60
60
60
59
58
57
2
ACSR
(6/1)
50
49
48
48
47
46
2
ACSR
(7/1)
39
38
37
37
36
36
1/0
ACSR
(6/1)
32
31
31
30
30
29
(7)
31
31
30
30
29
29
123.3
AAAC
2/0
ACSR
(6/1)
31
31
30
30
29
29
3/0
ACSR
(6/1)
25
24
24
24
23
23
4/0
ACSR
(6/1)
25
24
24
23
23
22
(7)
24
24
23
23
22
22
(18/1)
24
23
23
22
22
21
16
16
16
15
15
15
246.9 336.4 336.4
AAAC
ACSR ACSR
(26/7)
HEAVY
LOADING
DISTRICT
4
ACSR
(7/1)
60
58
57
55
54
52
2
ACSR
(6/1)
49
47
46
45
44
43
2
ACSR
(7/1)
38
37
36
35
34
33
1/0
ACSR
(6/1)
31
30
29
28
28
27
(7)
30
30
29
28
27
26
123.3
AAAC
2/0
ACSR
(6/1)
30
30
29
28
27
26
3/0
ACSR
(6/1)
24
24
23
22
22
21
4/0
ACSR
(6/1)
24
23
23
22
21
21
(7)
23
23
22
21
21
20
(18/1)
23
22
21
21
20
19
16
16
15
14
14
13
246.9 336.4 336.4
AAAC
ACSR ACSR
(26/7)
TITLE:
DRAWN
SPAN
Designated Transverse Load = 2000 lbs/Conductor BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Table
V
TABLE
MAXIMUM
LINE
ANGLES
ON
SPOOL
INSULATOR
VI
ASSEMBLIES
(ANSI Class 53-2 Spool Insulator) Designated Maximum Transverse Load = 1,500 Lbs./Conductor WIND CONDUCTOR
SIZE
150
200 LIGHT
(feet) 300
250 LOADING
350
400
DISTRICT
4
ACSR
(7/1)
45
44
44
43
42
42
2
ACSR
(6/1)
37
36
35
35
34
33
2
ACSR
(7/1)
28
28
27
27
26
26
1/0
ACSR
(6/1)
23
23
22
22
21
21
(7)
23
22
22
21
21
20
123.3
AAAC
2/0
ACSR
(6/1)
23
22
22
21
21
20
3/0
ACSR
(6/1)
18
18
17
17
16
16
4/0
ACSR
(6/1)
18
17
17
16
16
15
(7)
17
17
16
16
15
15
(18/1)
17
16
15
15
14
14
(26/7)
12
11
11
10
10
9
246.9 336.4 336.4
AAAC
ACSR ACSR
MEDIUM
LOADING
DISTRICT
4
ACSR
(7/1)
44
44
43
42
41
40
2
ACSR
(6/1)
36
36
35
34
33
33
2
ACSR
(7/1)
28
28
27
27
26
25
1/0
ACSR
(6/1)
23
23
22
22
21
21
(7)
23
22
22
21
21
20
123.3
AAAC
2/0
ACSR
(6/1)
23
22
22
21
21
20
3/0
ACSR
(6/1)
18
18
17
17
17
16
4/0
ACSR
(6/1)
18
18
17
17
16
16
(7)
18
17
17
16
16
15
(18/1)
17
17
16
16
15
15
(26/7)
12
12
11
11
11
10
246.9 336.4 336.4
AAAC
ACSR ACSR
HEAVY
LOADING
DISTRICT
4
ACSR
(7/1)
43
41
40
39
37
36
2
ACSR
(6/1)
35
34
33
32
30
29
2
ACSR
(7/1)
27
26
25
25
24
23
1/0
ACSR
(6/1)
22
22
21
20
19
19
(7)
22
21
21
20
19
18
123.3
AAAC
2/0
ACSR
(6/1)
22
21
21
20
19
18
3/0
ACSR
(6/1)
18
17
16
16
15
14
4/0
ACSR
(6/1)
17
17
16
15
15
14
(7)
17
16
16
15
14
14
(18/1)
17
16
16
15
14
14
(26/7)
12
11
11
10
10
9
246.9 336.4 336.4
AAAC
ACSR ACSR
TITLE:
DRAWN
SPAN
Designated Transverse Load = 1,500 lbs/Conductor BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/05/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
Table
VI
TABLE VII
MAXIMUM
LINE
ANGLES
ON
SPOOL INSULATOR
ASSEMBLIES
(ANSI Class 53-4 Spool Insulator) Designated Maximum Transverse Load = 2,250 Lbs./Conductor WIND CONDUCTOR
SIZE
150
200 LIGHT
300
250 LOADING
DISTRICT
ACSR (7/1)
60
60
60
60
60
60
ACSR (6/1)
57
57
56
55
55
54
2
ACSR (7/1)
44
43
43
42
42
41
1/0 ACSR (6/1)
36
35
35
34
34
33
(7)
35
35
34
34
33
33
2/0 ACSR (6/1)
35
35
34
34
33
33
3/0 ACSR (6/1)
28
28
27
27
26
26
4/0 ACSR (6/1)
28
27
27
26
25
25
(7)
27
26
26
25
25
24
ACSR (18/1)
26
26
25
24
24
23
18
18
17
17
16
16
336.4 336.4
AAAC
AAAC
ACSR (26/7)
MEDIUM
LOADING
DISTRICT
4
ACSR (7/1)
60
60
60
60
60
60
2
ACSR (6/1)
57
56
55
55
54
53
2
ACSR (7/1)
44
43
43
42
41
41
1/0 ACSR (6/1)
36
35
35
34
34
33
(7)
35
35
34
34
33
33
2/0 ACSR (6/1)
36
35
34
34
33
33
3/0 ACSR (6/1)
28
28
27
27
26
26
4/0 ACSR (6/1)
28
27
27
27
26
26
(7)
27
27
26
26
25
25
ACSR (18/1)
27
26
26
25
25
24
19
18
18
18
17
17
123.3
246.9 336.4 336.4
AAAC
AAAC
ACSR (26/7)
HEAVY
LOADING
DISTRICT
4
ACSR (7/1)
60
60
60
60
60
60
2
ACSR (6/1)
56
54
53
52
51
49
2
ACSR (7/1)
43
42
41
40
39
38
1/0 ACSR (6/1)
35
34
34
33
32
31
(7)
34
34
33
32
31
31
2/0 ACSR (6/1)
35
34
33
32
31
31
3/0 ACSR (6/1)
28
27
26
26
25
24
4/0 ACSR (6/1)
27
27
26
25
25
24
(7)
27
26
25
25
24
23
ACSR (18/1)
26
25
25
24
23
22
18
18
17
17
16
16
123.3
246.9 336.4 336.4
AAAC
AAAC
ACSR (26/7)
TITLE:
Designated Transverse Load = 2,250 lbs/Conductor APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
N.T.S.
DENNYH
07/05/06
400
4
246.9
DATE:
350
2
123.3
DRAWN BY:
SPAN (feet)
Table VII
Notes:
1. For Angles in the opposite direction interchange the position of conductors 2 and 3 on the angle pole. 2. If used for transposition add on extension link to neutral support to locate
the
neutral
at
the
same
1
distance
from the pole as the phase conductors.
4'-0"
2
4'-0"
3
4'-0"
N
2
1 3
N
For 60° to 90° angles use similar conductor arrangement with pole top assembly unit C4-1 at angle pole.
TITLE:
Angle Construction Guide-Crossarm to Vertical Construction-30° To 60° Angle DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
M21
15' 30'-0"
NOTE: ELEVATION
EXCESS
BRANCHES
WITHIN
R.O.W.
MAY
BE
TRIMMED
C L OF ROW
15'
AFTER
15'
CLEARING UNDERBRUSH
BEFORE
CLEARING
TITLE:
RIGHT-OF-WAY CLEARING DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
GUIDE FOR
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
06/30/06
CONSTRUCTION
APPROVED MANAGEMENT
N.T.S. DATE:
DATE:
ROW
RUS
RIGHT-OF-WAY
CLEARING
SPECIFICATIONS:
THE RIGHT-OF-WAY SHALL BE PREPARED BY REMOVING TREES, CLEARING UNDERBRUSH, AND TRIMMING TREES SO THAT THE RIGHT-OF-WAY IS CLEARED CLOSE TO THE GROUND AND TO THE WIDTH SPECIFIED. HOWEVER, LOW GROWING SHRUBS, WHICH WILL NOT INTERFERE WITH THE OPERATION OR MAINTENANCE OF THE LINE, SHALL BE LEFT UNDISTURBED IF SO DIRECTED
BY
THE
RIGHT-OF-WAY THE
SO
LANDOWNER'S
CUTTING OF
OWNER.
IF
THE
TREES
LINE
WRITTEN
OUTSIDE
RIGHT-OF-WAY
SPECIFIED. IN
SLASH
MAY
CHIPPED
AND
BLOWN
ON
THE
SPECIFIED. PERMISSION
OF
THE
SHALL
BE
DEAD
TREES
BEYOND
FALLING
SHALL
BE
SHALL
BE
RIGHT-OF-WAY. TRIMMED THE
RECEIVED TREES
SYMMETRICALLY
RIGHT-OF-WAY
REMOVED.
LEANING
TO EACH
UNLESS
WHICH
TREES
PRIOR
FRONTING WOULD
BEYOND
SIDE
OTHERWISE STRIKE
THE
RIGHT-OF-WAY, WHICH WOULD REQUIRE TOPPING IF NOT REMOVED, SHALL EITHER BE REMOVED OR TOPPED, EXCEPT THAT SHADE, FRUIT, OR ORNAMENTAL TREES SHALL BE TRIMMED AND NOT REMOVED, UNLESS OTHERWISE AUTHORIZED.
NTUA THE
NAVAJO
TREE
RIGHT-OF-WAY
NATION
CUTTING
FORESTRY
CLEARING
GUIDELINES
SPECIFICATIONS:
DEPARTMENT
FOR
POWER
HAS
LINE
ISSUED
PROJECTS
THE
ATTACHED
WHICH
NTUA
WILL ADHERE TO. IN ADDITION, THE FOLLOWING GUIDELINES BY THE RIGHT-OF-WAY 1.
A
DEPARTMENT
TREE
CUTTING
CONSTRUCTION 2.
A
WILL
REQUEST
NATION
BE
PERMIT
ADHERED
IS
TO:
REQUIRED
PRIOR
TO
ANY
ACTIVITIES.
FOR
TREE
FORESTRY
CUTTING
PERMIT
TO
CAN
HANDLED
DEPARTMENT
BE
THE
NAVAJO AT
THE
DISTRICT, OR A REQUEST TO THE RIGHT-OF-WAY DEPARTMENT BE
FOR
REQUIRED
3.
TREE
4.
TREES MAY
SPECIES WILL
BE
ASSISTANCE
BY
THE
MUST
ROW
ONLY
BE
BE
NECESSARY
CUT
CUT
TO
(72
HOURS
NOTICE
WILL
DEPT). AT
CUT
WHEN
GROUND
LEVEL.
NECESSARY
WITHIN
THE
(NOT
ALL
TREES
RIGHT-OF-WAY
CORRIDOR). IN MOST CASES, TRIMMING MAY BE APPROPRIATE.
TITLE:
RIGHT-OF-WAY DRAWN
BY:
APPROVED
ENGINEERING
CLEARING APPROVED
SAFETY
SPECIFICATIONS APPROVED
DENNYH DATE:
06/30/06
FOR MANAGEMENT
CONSTRUCTION SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
ROW
Index A Single-Phase Primary Pole Top Assembly Units New RUS I.D. Assemblies VA1.1, VA1.2
Old RUS I.D. Assemblies VA1
Drawing Title (Description) Single Support
VA2.1
VA2
Double Support
VA3.2
VA3
Suspension Angle (30° to 60°)
VA4.1
VA4
Deadend Angle (60° to 90°)
VA5.1
VA5
Single Deadend
VA5.5G
VA5-1
Single Phase Tap
VA5.4
VA5-2
Single Phase Tap Off Three Phase Tangent
VA5.5G
VA5-3
Single Phase Tap
VA5.5G
VA5-4
Single Phase Single Phase Tap
VA6.2
VA6
Single Phase Vertical Deadend (Double)
VA6.2
VA6X-1
Single Phase Vertical Deadend (Double)
VA5.21
VA7
Single Phase Crossarm Construction Deadend (Single)
VA5.31
VA7-1
Single Phase Crossarm Construction Deadend
VA6.22G
VA8
Single Phase Crossarm Construction – Deadend (Double)
VA2.21
VA9-1
Single Phase Crossarm Construction (Single Arm)
VA1.11
VA9
Single Phase Crossarm Construction
VA9-XD
Single Phase Tangent Tap Off Deadend (VA5)
VA9-XT
Single Phase Tangent Tap Off Tangent Structure
Section
Gained side of pole
c
d,ek
b POLE
A-A
TOP
PIN
ASSEMBLY
ah
a
b 4" 8"
d,ek
c
1'-3"
Position of Guy (When Required)
2'-6"
A
A ah
cm
Neutral
bs
d,ek
d,ek cm
j Specify VA1.2 for offset neutral assembly Stock Number
Material
Item
Qty
Insulator, Pin Type, 14.4 kV Class 56-1 Pin, Offset Pole Top, 1-3/8" X 22" Wraplock, J Neck, #4 ACSR Wraplock, Neutral Tie, #4 ACSR
1
c
Bolt, Machine, 5/8" X 12" With Nut
2
11599
d
3
10946
ek
10155
bs
10884
cm
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Bolt, Single Upset, 5/8" X 10" Insulator, Spool, Porcelain 3"
10882
a
11083
b
11676
ah
11681
ah
10125
Alternate 11677
ah
11682
ah
Materials
for
1/0
-
6/1
1 1 1
3 1 1
ACSR
Wraplock, J Neck, 1/0 ACSR, Preformed Wraplock, Neutral Tie, 1/0 ACSR, Preformed
1 1
TITLE:
14.4/24.9 kV Primary Single Phase 0° to 5° Angle - Single Primary Support DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
VA1.1/VA1
Section
A-A Gained side of pole
POLE
TOP
PIN
ASSEMBLY
2"
Min.
ah,bv
a
b 4"
c,d
ek
8" c
d,ek
1'-3"
A
2'-6"
Position of Guy Note:
c,d,ek
Stock Number
III
Neutral
ah,bv
Material
Item a
11083
b
11645
ah
11240
bv
11241
bv
10126
c
10124
c
11599
d
10946 10334
ek da
10884
cm
11243
bv
11242
bv
11677
Qty
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Offset Pole Top, 1-3/8" X 22"
2
Wire, Aluminum, Bare Tie, #4 AWG
25'
Rod, Armor, #4 ACSR, Double Support Rod, Armor, #4 ACSR, Single Support
1
2
1
Bolt, Machine, 5/8" X 14" With Nut Bolt, Machine, 5/8" X 10" With Nut
2
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3"
3
Alternate
DRAWN
Table
da,cm
10882
TITLE:
See
A
Materials
for
1/0
-
6/1
2 4 1 1
ACSR 1
Rod, Armor, 1/0 ACSR, Single Support Rod, Armor, 1/0 ACSR, Double Support Wraplock, J Neck, 1/0 ACSR, Preformed
1 1
14.4/24.9 kV Primary - Single Phase Double Primary Supports BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
06/30/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
VA2.1/VA2
o,d,ek Alternative
Insulator
#
side
of pole
for "VA3.2", Use NTUA Item
Gained
10879
bo
k
k
cd
bo k cd
9"
1'-6"
bv
o,d,ek
Position of Guy
4'-0"
bv
c,d,ek
Stock Number
cm,da
k
10288
cd
11241
bv
11645
ah
10125
c
10153
o
11578
d
10946
ek
11295
bo
10334
da
10884
cm
11600
d
bv m
TITLE:
DRAWN BY:
p
Qty
06/30/06
1 2
Wire, Aluminum Bare Tie, #4 AWG Bolt, Machine, 5/8" X 12" With Nut
10'
Bolt, Shoulder Eye, 5/8" X 10" With Nut
1
Washer, Curve, 3-1/4" x 3-1/4" x 1/4",11/16 Hole
1
Locknut, 5/8" Sq. Galvanized Regular
2
Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Washer, Square, 3" Galvanized
1
Shackle
Anchor
with
Materials
5/8"
for
1
1
Pin
1/0
-
6/1
1 1
ACSR 2
Rod, Armor, 1/0 ACSR, Single Support Clamp, Angle Suspension, 1/0-4/0 ACSR
1
14.4/24.9 kV Primary - Single Phase 30° to 60° Angle APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
2
Insulator, Suspension, Clevis, 9" Clamp, Angle Suspension, #6-1/0 ACSR Rod, Armor, #4 ACSR, Single Support
Alternate 11243
ah
Material
Item
10888
10289
Neutral
DATE:
DATE:
VA3.2/VA3
Section
X-X
Plan o,d,ek l
Guys
k
k
p Alternative
Insulator
p
for "VA4.1", Use NTUA Item
#
10879
k
av-ACSR
o,d,ek
12"
l
p
Source
Load
3" l 1'-6"
l
k
6"
Position of Guys
4'-0"
X
X
by 6"
9"
c,d,ek
av-ACSR
p
Stock Number
cm,da
10888
k
10299
l
10486
p
10511
Material
Item
by
10153
o
10125
c
11578
d
10946
ek
10334
da
10884
cm
11600
d
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Crimpit, Compression, WR-259, 1/0-1/0 Deadend, Distribution Grip, #4 ACSR Bolt, Shoulder Eye, 5/8" X 10" With Nut
by
TITLE:
DRAWN BY:
06/30/06
2 2 2 2 2
Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Washer, Square, 3" Galvanized
4
Materials
for
1/0
-
6/1
3 2 2 1
ACSR
Deadend, Distribution Grip, 1/0 ACSR
2
14.4/24.9 kV Primary - Single Phase 60° to 90° Angle APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
4
Bolt, Machine, 5/8" X 12" With Nut Washer, Curve, 3-1/4" x 3-1/4" x 1/4",11/16" Hole
Alternate 10512
Qty
DATE:
DATE:
VA4.1/VA4
Plan Alternative
Insulator
for "VA5-1", Use NTUA Item
#
10879
Guy
o,d,ek
k
k
l
o,d,ek
Source
6"
k
1'-3"
l
3'-0"
Position of Guy by
12"
p
Neutral
cj
da,cm
c,d,ek p¹ Stock Number
Material
Item
10888
k
10299
l
10511
by
10153
o
10125
c
11578
d
10946
ek
10334
da
10884
cm
11600
d
Insulator, Suspension, Clevis, Clamp, DE Strain, #6-2/0 ACSR, Deadend, Distribution Grip, #4 Bolt, Shoulder Eye, 5/8" X 10"
10486
by p
TITLE:
DRAWN BY:
Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Washer, Square, 3" Galvanized Materials
for
1/0
06/30/06
-
6/1
2 1 1 4
2 1 1 1
ACSR
Deadend, Distribution Grip, 1/0 ACSR Crimpit, Compression, WR-259, 1/0-1/0
1 4
14.4/24.9 kV Primary - Single Phase Dead-End APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
9" Pistol Type ACSR With Nut
1 Bolt, Machine, 5/8" X 12" With Nut Washer, Curve, 3-1/4" x 3-1/4" x 1/4",11/16" Hole 1
Alternate 10512
Qty
DATE:
DATE:
VA5.1/VA5
Plan Alternative
Insulator
Guy
for "VA5-1", Use NTUA Item
#
o,d,ek
10879
k
k
p "or VM5-22" Source
l
av-ACSR
ap 6" l k
1'-3" 3'-0"
Position of Guy by
12"
c,d,ek
p
Neutral p
Neutral
cj da,cm
Stock Number 10888
k
10299
l
10511
by
10484
p
10153
o
10125
c
11578
d
10946
ek
10334
da
10884
cm
10392 10816
Material
Item
p ap
10486 10817
by p ap
2
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Deadend, Distribution Grip, #4 ACSR Crimpit, Compression, WR-159, #4-#4 Bolt, Shoulder Eye, 5/8" X 10" With Nut
1 1 4 1
Bolt, Machine, 5/8" X 12" With Nut Washer, Curve, 3-1/4" x 3-1/4" x 1/4",11/16" Hole
1
Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3"
2
Materials
for
1/0
-
6/1
2 1 1
Connector, Hotline, 1/0-1/0 Guard, Line, #4 ACSR, Preformed MG-0127 Alternate
10512
Qty
1 1
ACSR
Deadend, Distribution Grip, 1/0 ACSR Crimpit, Compression, WR-259, 1/0-1/0
1 4 1
Guard, Line, 1/0 ACSR, Preformed MG-0135
Note:
VA5-1 assembly may be used with the following drawings; TITLE:
DRAWN BY:
14.4/24.9 kV Primary - Single Phase Tap APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
VA1.1 and VA2.1
DATE:
DATE:
VA5.5G/VA5-1
Alternative
Plan
Insulator
for "VA5-2", Use NTUA Item
#
10879
k
p "or VM5-22"
18"
av-ACSR
30"
o,d,ek
eu
9"
bo
Position
l
k
of Guy 48"
45°
p
c,d,ek
by
6"
da,cm Stock Number
Item
10888
k
10299
l
10884
cm
10334
da
10124
c
11578
d
10153
o
10874
eu
10946
ek
11295
bo
10511
by
10484
Material
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Insulator, Spool, Porcelain 3" Clevis, Rigid, Less Insulator
2
Bolt, Shoulder Eye, 5/8" x 10" With Nut Insulator, 12", Clevis to Tongue Locknut, 5/8" Sq. Galvanized Regular Shackle Anchor with 5/8" pin Deadend, Distribution Grip, #4 ACSR Crimpit, Compression, WR-159, #4-#4
1
p
Alternate ap
10392
p
10486
1 1 1
1 Bolt, Machine, 5/8" X 10" With Nut Washer, Curve, 3-1/4" x 3-1/4" x 1/4",11/16" Hole 2
10817 10512
Qty
by p
Materials
for
1/0
-
6/1
1 3 1 1 3
ACSR
Guard, Line, 1/0 ACSR, Preformed #MG-0135 Connector, Hotline, 1/0-1/0
Deadend, Distribution Grip, 1/0 ACSR Crimpit, Compression, WR-259, 1/0-1/0
1 1 1 3
TITLE:
Single Phase Tap Off Three Phase Tangent Pole DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VA5.4/VA5-2
Plan
Alternative
Insulator
for "VA5-3", Use NTUA Item
#
10879
k
ah av-ACSR ah
aa,ek l
1'-6"
k
4'-0"
Position of Guy p Neutral
l p
Stock Number 10888
k
10299
l
10511
by
10483
Material
Item
p
11071
aa
10946
ek
10486
p
10334
da
10059
v
10884
cm
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Deadend, Distribution Grip, #4 ACSR Crimpit, Compression, WR-159, #4-#4 Nut, Oval Eye, Round 5/8" Locknut, 5/8" Sq. Galvanized Regular Alternate
Note:
Materials
for
1/0
06/30/06
6/1
2 1 4 2 2
ACSR
Crimpit, Compression, WR-259, 1/0-1/0 Clevis, Rigid, Less Insulator Band, Pole, 4-Way, Range 7"-12" Diameter Insualtor, Spool, Porcelain 3"
4 1 1 1
14.4/24.9 kV Primary - Single Phase Tap APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
-
2
VA5-3 assembly may be used with VA4.1, VA5.1, VB4.1, & VC4.1
TITLE:
DRAWN BY:
Qty
DATE:
DATE:
VA5.3/VA5-3
Plan
Alternative
Insulator
for "VA5-4", Use NTUA Item
av-ACSR
#
10879
k
p
c,d,ek ah p b
a c
9"
l
1'-6"
aa,ek
k
4'
Position of Guy
aa,ek
p Neutral
s
Stock Number
Material
Item
10882
a
11083
b
10888
k
10299
l
10484
p
10125
c
11599
d
10946 11071
ek aa
11676
ah
10335 10511
s
10884
cm
11677
ah
cc
p
10059
v
10945
ek
11276
j
1
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Offset, Pole Top, 1-3/8" x 22" Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Crimpit, Compression, WR-159, #4-#4
3
Bolt, Machine, 5/8" X 12" With Nut
2
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Nut, Oval Eye, Round 5/8" Wraplock, J - Neck, #4 ACSR Clevis, Swinging, Less Insulator Deadend Distribution Grip, #4 ACSR Insulator, Spool, Porcelain 3"
2
Alternate 10486
Qty
Materials
for
1/0
-
6/1
1 2 1
4 2 1 1 1 1
ACSR 1
Wraplock, J - Neck, 1/0 ACSR Preformed Crimpit, Compression, WR-259, 1/0-1/0 Band, Pole, 4-Way, Range 7"-12" Diameter Locknut, 3/4" Sq. Galvanized Regular Screw, Lag-Fetter, 1/2" x 4"
3 1 8 2
Note: VA5-4 assembly maybe used with VA3.2, VA5.1, VB3.1, VC3.1, & VC5.1 TITLE:
DRAWN BY:
14.4/24.9 kV Primary - Single Phase Single Phase Tap APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VA5.5G/ VA5-4
Plan o
Section
d,ek
o
Source
Load
X-X d,ek
aa,ek av-ACSR
Alternative
Insulator
for "VA6.2", Use NTUA Item
#
10879
k
ah p b
a
l
6"
9"
8" l
1'-6"
o
aa,d,ek(2) c,d,ek
4'-0"
4'-0"
Position of Guy
Position of
neutral
when
X
not
deadend
X cc
o
Neutral cm
s
s
p Stock Number
Material
Item
Qty
10888
k
10882
a
11083
b
10299
l
11676
ah
10125
c
Bolt, Machine, 5/8" X 12" With Nut
10153
o
11599
d
10946
ek
11071
aa
Bolt, Shoulder Eye, 5/8" X 10" With Nut Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Nut, Oval Eye, Round 5/8" Crimpit, Compression, WR-159, #4-#4 Deadend Distribution Grip, #4 ACSR Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3"
10484
p
10511
cc
10335
s
10884
cm
11677
ah
Alternate 10486
p
4
Insulator, Suspension, Clevis, 9" Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Offset, Pole Top, 1-3/8" x 22" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Wraplock, J Neck, #4 ACSR
Materials
for
1/0
-
6/1
1 1 2 1 2 2 2 4 2 2 2 2 2
ACSR 1
Wraplock, J Neck, 1/0 ACSR Preformed Crimpit, Compression, WR-259, 1/0-1/0
2
Note: VA6.2 may be used with drawings VR1.2, VS1.1 (T,C,S), VA1.01
TITLE:
DRAWN BY:
and
VM5-4
14.4/24.9 kV Primary - Single Phase Vertical Dead End (Double) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VA6.2/VA6
Plan
Section
av-ACSR
Source
ek
Load
o
X-X ek
d,ek
ek,aa Alternative
Insulator
for "VA6X-1", Use NTUA Item
#
10879
k
ah p b
a
l
9"
6" 8"
1'-6"
l
k
o
aa,d,ek(2) c,d,ek 4'-0"
Position of Guy X
X
j
v
Neutral
aa(2), l(2), ek(2) p Stock Number 10888
k
10882
a
11083
b
10299
l
11676
ah
11276
j
10059
Material
Item
Qty
v
10125
c
Bolt, Machine, 5/8" X 12" With Nut
10153
o
11599
d
Bolt, Shoulder Eye, 5/8" X 10" With Nut Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Locknut, 3/4" Sq. Galvanized Regular Nut, Oval Eye, Round 5/8" Nut, Oval Eye, Round 3/4" Crimpit, Compression, WR-159, #4-#4
10946
ek
10945
ek
11071
aa
11070
aa
10484
p
Alternate 11677
4
Insulator, Suspension, Clevis, 9" Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Offset, Pole Top, 1-3/8" x 22" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Wraplock, J Neck, #4 ACSR Screw, Lag-Fetter 1/2" X 4" Band, Pole, 4-Way, Range 7"-12" Diameter
Materials
for
1/0
-
6/1
1 1 4 1 2 1 2 1 2 4 8 1 2 2
ACSR 1
ah
Wraplock, J Neck, 1/0 ACSR Preformed p Crimpit, Compression, WR-259, 1/0-1/0 s 10335 Clevis, Swinging, Less Insulator Note: VA6X-1 may be used with drawings VR1.2, VS1.1 (T,C,S),
2
10486
2
VM5-4, and VA1.01.
TITLE:
DRAWN
14.4/24.9 kV Primary - Single Phase Vertical Dead End (Double) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VA6.2/VA6X-1
Plan
Alternative
Guy
Insulator
for "VA5.21", Use NTUA Item
#
10879
k
6"
3'-6"
A
1'-6"
Sections
6"
3'-6"
n,d,ek
B
g
A
-
A
CN
k
9"
A
B CU
Position of Guy
n,d,ek
aa,ek
l
n,d,ek
B
P2.1, Minimum 2"
Space from Hardware
-
B
Neutral
n,d,ek
cm s
Stock Number 10503
TITLE:
DRAWN
Material
Item
10189
g CU
In
az
House
10888
k
10299
l
11071
aa
11596
d
11599
d
10946
ek
10944
ek
10119
c
10114
n
10111
n
10335
s
10884
cm
10511
cc
Qty
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
2
Brace, Crossarm, 60" Span x 18" Drop
2 pr
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Nut, Oval Eye, Round 5/8"
2
Washer, Round, 1-3/8" OD 9/16"
4
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
12
Bolt, Machine, 1/2" X 6" With Nut
4
Bolt, Double Arming, 5/8" X 22" Bolt, Double Arming, 5/8" X 14" Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, #4 ACSR
3
Letters, 2 - "C", 2 - "N", with 1" nails
4 1 2
14 4
1 1 1 1
14.4/24.9 kV Primary - Single Phase Crossarm Construction Dead End (Single) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VA5.21/VA7
Plan
Alternative
Guy
Insulator
for "VA5.31", Use NTUA Item
#
10879
k
6"
3'-6"
A
3'-6"
1'-6"
n,d,ek
6"
Sections B
g
A
CN
9"
A
-
A k
B CU
n,d,ek
Position of Guy
n,d,ek
B
P2.1, Minimum 2"
Space from Hardware
-
s
10189
g CU
In
az
House
10888
k
10299
l
11071
aa
11596
d
11599
d
10946
ek
10944
ek
10119
c
10111
n
10116
n
10335
s
10884
cm
10511
cc
c
Note: TITLE:
DRAWN BY:
Qty
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
3
Brace, Crossarm, 60" Span x 18" Drop
2 pr
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Nut, Oval Eye, Round 5/8"
2
Letters, 2 - "C", 2 - "N", with 1" nails
06/30/06
1 2 4
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
10
Bolt, Machine, 1/2" X 6" With Nut
4
Bolt, Double Arming, 5/8" X 14" Bolt, Double Arming, 5/8" X 26" Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, #4 ACSR
1 1
Bolt, Machine, 5/8" X 10" With Nut
1
14 4
3 1 1
Materials
1. Use this structure for 1/0 - 6/1 ACSR or larger conductor.
14.4/24.9 kV Primary - Single Phase Crossarm Construction Dead End APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
4
Washer, Round, 1-3/8" OD 9/16"
Alternate 10124
n,d,ek
Material
Item
10503
B
Neutral
aa,ek Stock Number
l
aa,ek
DATE:
DATE:
VA5.31/VA7-1
6"
3'-6"
3'-6"
6"
a,f,ek
4"
Alternative
A
n,d,ek
1'-6"
B
g
Insulator
for "VA6.22G", Use NTUA Item
#
10879
k
CN 9"
A
B
Position of Guy P2.1
Minimum
from
CU
n,ek
2"
hardware
Plan
A-A
ah
av-ACSR p
Guy
l
aa,ek
k
n,d,ek
B-B
aa,ek s
Guy
cm
av-ACSR p
Stock Number
Material
Item g
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
2
10189
CU
11082
f
2 pr
10882
a
10888
k
10299
l
Brace, Crossarm, 60" Span x 18" Drop Pin, Crossarm, 1-3/8" THRD X 14" Long Insulator, Pin Type, 14.4 kV, Class 56-1 Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type
10119
c
Bolt, Machine, 1/2" X 6" With Nut
4
11599
d
Washer, Square, 2-1/4" Sq. 13/16" Hole
10
11596
d
Washer, Round, 1-3/8" OD 9/16"
4
10114
n
3
11071
aa
10946
ek
10944
ek
10484
p
10111
n
11676
ah
Bolt, Double Arming, 5/8" X 22" Nut, Oval Eye, Round 5/8" Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Crimpit, Compression, WR-159, #4-#4 Bolt, Double Arming, 5/8" x 14" Wraplock, J Neck, #4 ACSR
In
az
House
10335
s
10884
cm
10511
cc
11677 10486 TITLE:
ah p
1 1 4 4
4 14 4 2 1 1
Letters, 2 - "C", 2 - "N", with 1" nails
4
Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, #4 ACSR
2
Alternate
DRAWN
Qty
10503
Materials
for
1/0
-
6/1
2 2
ACSR
Wraplock, J Neck, 1/0 ACSR Preformed Crimpit, Compression, WR-259, 1/0-1/0
1 2
14.4/24.9 kV - Single Phase Crossarm Construction - Dead End (Double) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VA6.22G/VA8
Section
Plan
A-A
ah
c,d,ek p
4"
3'-8"
3'-8"
4"
a
A
az
1'-6"
f
g
CN 9"
A
ek
c,d,ek
Position of Guy
Note:
See
Table
CU
II
c,d,ek P2.1, Minimum 2"
Space from hardware Stock Number
Material
Item
Qty
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD X 14" Long
2
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
1
Brace, Crossarm, 60" Span x 18" Drop
1
c
Bolt, Machine, 5/8" X 12" With Nut
1
10126
c c
Bolt, Machine, 5/8" X 14" With Nut Bolt, Machine, 1/2" X 6" With Nut
1
10119 11599
d d
Washer, Square, 2-1/4" Sq. 13/16" Hole
3
11596
Washer, Round, 1-3/8" OD 9/16"
2
10946
ek ek
In
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
4
10944
az
Letters, 2"-"C", 2"-"N", with 1" nails
2
11676
ah
2
10484
p
Wraplock, J - Neck, #4 ACSR Crimpit, Compression, WR-159, #4-#4
10882
a
11082
f
10503 10189
g CU
10125
House
Alternate ah
11677 10486
p
Materials
for
1/0
-
6/1
2 PR.
2
2
1
ACSR 2 1
Wraplock, J - Neck, 1/0 ACSR Preformed Crimpit, Compression, WR-259, 1/0-1/0
Note:
1. Neutral to be further identified by jumper from pole ground to conductor.
TITLE:
DRAWN BY:
14.4/24.9 kV Primary - Single Phase Crossarm Construction (Single Arm) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VA1.11/VA9-1
Section
A-A
Plan
bv,ah
d,ek,n
4"
p
3'-8"
4"
3'-8"
A
a
1'-6"
f
az
g
CN 9"
A
d,ek
n,d,ek
Position of Guy
Note:
See
Table
c,d,ek
CU
IV
n,ek
P2.1, Minimum 2"
Space from hardware Stock Number
Material
Item
Qty
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD x 14" Long
4
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
2
Brace, Crossarm, 60" Span x 18" Drop Bolt, Machine, 1/2" X 6" With Nut
2
c
11599
d d
Washer, Square, 2-1/4" Sq. 13/16" Hole
10
11596
Washer, Round, 1-3/8" OD 9/16"
4
10946
ek ek
10111
n
In
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Bolt, Double Arming, 5/8" X 14"
12
10944
az
Rod, Armor, #4 ACSR, Double Support
2
10882
a
11082
f
10503 10189
g CU
10119
House
11240
bv
11645
ah
11903
p
10114
n
bv
10483
p
pr
4
4 3
Letters, 2"-"C", 2"-"N", with 1" nails
4
Wire, Aluminum, Bare Tie, #4 AWG Connector, Parallel Groove, LC-52-CXB
30'
Bolt, Double Arming, 5/8" x 22"
1
Alternate 11242
4
Materials
for
1/0
-
6/1
1
ACSR 2
Rod, Armor, 1/0 ACSR, Double Support Crimpit Compression #2 - 2 ACSR
1
Note:
1.Neutral to be further identified by jumper from pole ground to conductor. TITLE:
DRAWN BY:
14.4/24.9 kV Primary - Single Phase Crossarm Construction APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VA2.21/VA9
SECTION Dimensions
"X"
Value
A-A
Table
STRUCTURE
X
Values
VA9-X
(Rural)
X
=
42"
DVA9-X
(Urban)
X
=
66"
p "or VM5-22" 9"
X
1-6"
p
ah
A
A
Position of Guy
Top Hole of eq
a
c,d,ek eq
40"
Min.
p p
Neutral
6"
Stock Number
ah
c,d,ek
da,cm
Material
Item
Qty
Insulator, Pin Type, 14.4 kV, Class 56-1 Bracket, Standoff, 19" Fiberglass Wraplock, Neutral Tie, #4 ACSR Wraplock, J Neck, #4 ACSR
1
10882
a
10196 11681
eq ah
11676
ah
10125
c
Bolt, Machine, 5/8" X 12" With Nut
3
11599
d
3
10946
ek
10334
da
10884
cm
10483
p
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Crimpit, Compression, WR-159, #4-#4
11682
ah
11677
ah
10486
p
10817
ap
10392
p
Alternate
Note:
for
1/0
06/30/06
6/1
3 1 1 4
ACSR
Wraplock, Neutral Tie, 1/0 ACSR Preformed Wraplock, J Neck, 1/0 ACSR Preformed Crimpit, Compression, WR-259, 1/0-1/0 Guard, Line, 1/0 ACSR Preformed, #MG-0135 Connector, Hotline, 1/0-1/0
1 1 4 1 1
Single Phase Tangent Tap Off Deadend (VA5) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
-
1 1
A 5' Taller Pole Required to Maintain Clearance.
TITLE:
DRAWN BY:
Materials
1
DATE:
DATE:
VA9-XD
SECTION Dimension
"X"
Value
A-A
Table
Tap off VC1 Tap off VA1
STRUCTURE VA9-X
(Rural)
X
=
5'-3"
X
=
3'-6"
DVA9-X
(Urban)
X
=
6'-3"
X
=
6'-3"
X
p "or VM5-22"
p A
A
ah
Top Hole of eq.
a
c,d,ek eq
40"
Min.
p
p
Neutral
6" Stock Number
c,d,ek
ah
da,cm
Material
Item
Qty
Insulator, Pin Type, 14.4 kV, Class-56-1 Bracket, Standoff, 19" Fiberglass Wraplock, Neutral Tie, #4 ACSR Wraplock, J Neck, #4 ACSR
1
c
Bolt, Machine 5/8" X 12" With Nut
3
11599
d
3
10946
ek
10334
da
10884
cm
10484
p
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Crimpit, Compression, WR-159, #4-#4
10882
a
10196 11681
eq ah
11676
ah
10125
Alternate 11682
ah
11677
ah
10486
p
10817
ap
10392
p
Note:
Materials
for
1/0
-
6/1
1 1 1
3 1 1 4
ACSR
Wraplock, Neutral Tie, 1/0 ACSR Preformed Wraplock, J Neck, 1/0 ACSR Preformed Crimpit, Compression, WR-259, 1/0-1/0
1
Guard, Line, 1/0 ACSR, Preformed #MG-0135 Connector, Hotline, 1/0-1/0
1
1 4 1
A 5' Taller Pole Required to Maintain Clearance.
TITLE:
Single Phase Tangent Tap Off Tangent Sructure DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VA9-XT
Index B Two-Phase Primary Pole Top Assembly Units New RUS I.D. Assemblies VB1.11
Old RUS I.D. Assemblies VB1
VB2.21
VB2
VB2.21
VB2-R12
VB3.1
VB3
Two-Phase Vertical Construction - 30° to 60° Angle
VB4.1
VB4
Two-Phase Vertical Construction - 60° to 90° Angle
VB5.1
VB5
Two-Phase Vertical Construction – Deadend Single
VB5.21
VB7
Two-Phase Crossarm Construction – Deadend (Single)
VB5.31
VB7-1
Two-Phase Crossarm Construction – Deadend (Single)
VB6.21
VB8
Two-Phase Crossarm Construction – Deadend (Double)
Drawing Title (Description) Two-Phase Crossarm Construction (Single Primary Support) Two-Phase Crossarm Construction-Double Primary Support Two-Phase Crossarm Double Primary Support (5° to 30°)
4"
3'-8"
4"
3'-8"
ah
a
f
c,d,ek
1'-6"
g
9"
c,d,ek
ek
CU
d,ek
10882 11082
f
10503 10189
g CU
10155
bs
10125
c
10126
c
10119
c
11599
d
11596
d
10946
ek
10944
ek
11677
ah
11682
ah
10884
cm
ah
11681
ah
DRAWN BY:
Qty
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD X 14" Long
2
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
1
Brace, Crossarm, 60" Span x 18" Drop Bolt, Single Upset, 5/8" X 10"
1 pr
06/30/06
1
Bolt, Machine, 5/8" X 12" With Nut Bolt, Machine, 5/8" X 14" With Nut Bolt, Machine, 1/2" X 6" With Nut
1
Washer, Square, 2-1/4" Sq. 13/16" Hole
3
1 2 2 3
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Wraplock, J - Neck, 1/0 ACSR Preformed Wraplock, Neutral Tie, 1/0 ACSR Preformed Insulator, Spool, Porcelain 3" Materials
for
#4
-
6/1
2 2 1 1
ACSR 1
Wraplock, J Neck, #4 ACSR Wraplock, Neutral Tie, #4 ACSR
2
0° To 5° Angle Structure
14.4/24.9 kV, Two Phase Crossarm Construction (Single Primary Support) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
2
Washer, Round, 1-3/8" OD 9/16"
11676
TITLE:
ah
Material
Alternate
Note:
Neutral
bs,cm
Item a
c,d,ek
2'-0"
c,d,ek
Position of Guy
Stock Number
CU
N.T.S. DATE:
DATE:
VB1.11/VB1
Plan
4"
3'-8"
1'-6"
c,d,ek
f
9"
g
Position of Guy See
Table
CU
IV
a
11082
f
10503 10189
g CU
10884
cm
10334
da
10111
n
10119
c
10124
c
10125
c
10114
n
11599
d
11596
d
10946
ek
10944
ek
11243
bv
11242
bv
11645
ah
ah,bv
n,ek Neutral
Material
Item
10882
n,d,ek
da,cm
c,d,ek
Stock Number
n,d,ek
6"
2'-0" Note:
ah,bv
c,d,ek
6"
a
4"
3'-8"
Qty 4
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD X 14" Long
4
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
2
Brace, Crossarm, 60" Span x 18" Drop Insulator, Spool, Porcelain 3" Clevis, Rigid, Less Insulator Bolt, Double Arming, 5/8" x 14"
2 pr 1 1 1
Bolt, Machine, 1/2" X 6" With Nut Bolt, Machine, 5/8" X 10" With Nut Bolt, Machine, 5/8" X 12" With Nut
4
Bolt, Double Arming, 5/8" x 22" Washer, Square, 2-1/4" Sq. 13/16" Hole
3
Washer, Round, 1-3/8" OD 9/16"
4
Locknut, 5/8" Sq. Galvanized Locknut, 1/2" Sq. Galvanized Rod, Armor, 1/0 ACSR, Single Rod, Armor, 1/0 ACSR, Double
14
1 1 13
Regular Regular Support Support
4 1 2 50'
Wire, Aluminum, Bare Tie, #4 AWG Alternate
Materials
for
#4
ACSR
11241
bv bv
Rod, Armor, #4 ACSR, Single Support Rod, Armor, #4 ACSR, Double Support
1
11240 11578
d
Washer, Curve, 3-1/4" x 3-1/4" x 1/4", 11/16"
1
TITLE:
2
14.4/24.9 kV - Two Phase Crossarm Construction - Double Primary Support
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VB2.21/VB2
Neutral
Guy
4"
3'-8"
4"
3'-8"
ah,bv
a
n,d,ek
f
1'-6"
g 9"
ek
6"
c,d,ek
da
11082
f
10503
Qty 4 2
Brace, Crossarm, 60" Span x 18" Drop
2 pr 4
10189
g CU
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
10125
c
Bolt, Machine, 5/8" X 12" With Nut
10119
c
10114
Bolt, Machine, 1/2" X 6" With Nut
n
11599
d
11596
d
11578
d
10946
ek
10944
ek
10111
n
11645
ah
11240 11241
bv bv
10884 10334
cm
da
11242
bv
11243
bv
Note:
DRAWN BY:
ah,bv
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD X 14" Long
06/30/06
2
3
Washer, Round, 1-3/8" OD 9/16" Washer, Curve, 3-1/4" x 3-1/4" x 1/4", 11/16"
4
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Bolt, Double Arming 5/8" X 14"
13
Wire, Aluminum, Bare Tie, #4 AWG
40'
Rod, Armor, #4 ACSR, Double Support Rod, Armor, #4 ACSR, Single Support Insulator, Spool, Porcelain 3" Clevis, Rigid, Less Insulator
2 1
Materials
for
1/0
12 1 4 1
1 1
ACSR 2
Rod, Armor, 1/0 ACSR, Double Support Rod, Armor, 1/0 ACSR, Single Support
1
5° To 30° Max. Angle, Max. Transverse Loading 750 LBS/PIN
14.4/24.9 kV
Two Phase Crossarm, Double Primary Support
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
4
Bolt, Double Arming, 5/8" X 22" Washer, Square, 2-1/4" Sq. 13/16" Hole
Alternate
TITLE:
cm
Material
Item a
c,d,ek
Neutral
c,d,ek
10882
CU
n,ek
Position of Guy
Stock Number
2'-0"
CU
VB2.21/
VB2-R12
Plan k
o,d,ek
1'-6"
Guy
bo
m
bo
4'-0"
o,d,ek
bv
m
Position of Guy bv
X
X
Section
X-X
4'-0"
Position of Guy
2'-6"
ah,bv
Guy
Neutral
cm,da
c,d,ek
p Alternative
Insulator
for "VB3.1", Use NTUA Item
Stock Number
k
11243
bv
10289
m
11645
ah
10153
o
10125
c
11578
k
Insulator, Suspension, Clevis, 9" Rod, Armor, 1/0 ACSR, Single Support Clamp, Angle Suspension, 1/0-4/0 ACSR
Qty 4
3 2
Wire, Aluminum, Bare Tie, #4 AWG
7'
Bolt, Shoulder Eye, 5/8" X 10" With Nut
2 1
d
Bolt, Machine, 5/8" X 12" With Nut Washer Curve, 3-1/4" x 3-1/4" x 1/4",11/16"
10946
ek
3
11295
bo
Locknut, 5/8" Sq. Galvanized Regular
10334
da
1
10884
cm
Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3"
11903
p
Shackle
Anchor
10288
m
11241
bv
Note: TITLE:
with
5/8"
Pin
Materials
for
#4
3 2 1
Connector, Parallel Groove, LC-52-CXB Alternate
DRAWN
10879
Material
Item
10888
#
1
ACSR
Clamp, Angle Suspension, #6-1/0 ACSR Rod, Armor, #4 ACSR, Single Support
2 3
If future conversion is likely, allow space at top of pole for middle phase. Designate as VB3.1A for this construction.
14.4/24.9 kV - Two Phase Vertical Construction - 30° to 60 Angle BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VB3.1/VB3
Section Alternative
Guy
X-X
cm,da
c,d,ek
Insulator
Guy
Plan o,d,ek
l
for "VB4.1", Use NTUA Item
#
10879
Guy
Guy
k
p
cm,da eu
p
k
av-ACSR l k
o,d,ek 12"
6"
12"
l 1'-6"
p
6"
Position of Guys
4'-0"
k
o,d,ek
6" eu
l
12"
1'-6" p
6"
Position of Guys
4'-0"
cm,da
X
cc
X
Neutral
6"
9"
p Stock Number
Material
Item
10888
k
10299
l
10874
eu
10153
o
10154
o
10125
c
11578
d
10486 10946
p ek
10334
da cm
10512
cc
11600
d
TITLE:
DRAWN
4 2 2 2 2 7 5
Crimpit, Compression, WR-259, 1/0-1/0 Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, 1/0 ACSR Washer, Square, 3" Galvanized
Alternate p
8
Bolt, Machine, 5/8" X 12" With Nut Washer Curve, 3-1/4" x 3-1/4" x 1/4",11/16"
10884
10484
Qty
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Insulator, 12", Clevis to Tongue Bolt, Shoulder Eye, 5/8" X 10" With Nut Bolt, Shoulder Eye, 5/8" X 12"
Materials
for
#4
6 2 2 2 1
ACSR 5
Crimpit, Compression, WR-159, #4-#4
14.4/24.9 KV Primary - Two Phase Vertical Construction - 60° to 90° Angle BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VB4.1/VB4
Alternative
Insulator
for "VB5.1", Use NTUA Item
#
10879
o,d,ek
Guy
eu
k
Gained
side
of pole
o,d,ek
l
k
k
9"
l
1'-6"
Position of Guy
4'-0"
3'-0"
Min. k
eu
1'-6"
4'-0"
l
Position of Guy cm,da Neutral
cc
c,d,ek
Stock Number
Material
Item
Qty
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Insulator, 12", Clevis to Tongue Bolt, Shoulder Eye, 5/8" X 10" With Nut Bolt, Shoulder Eye, 5/8" X 12"
4
c
Bolt, Machine, 5/8" X 12" With Nut
1
11578
d
Washer Curve, 3-1/4" x 3-1/4" x 1/4",11/16"
2
10946
ek da
Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, #4 ACSR Washer, Square, 3" Galvanized
3
10334
10888
k
10299
l
10874
eu
10153
o
10154
o
10125
10884
cm
10511
cc
11600
d
TITLE:
2 1 1 1
1 1 1 1
14.4/24.9 kV Primary - Two Phase Vertical Construction - Dead End Single
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VB5.1/VB5
Plan Alternative
Guy
Insulator
for "VB5.21", Use NTUA Item
#
10879
k
6"
3'-6"
3'-6"
A
Sections
6"
A
n,d,ek 1'-6"
g
-
A k
9"
A c,d,ek
n,d,ek
CU
Position of Guy
l
aa,ek
4'-0"
n,ek
B
B
-
B
cc
B cm,da Stock Number 10189
g CU
10888
k
10299
l
11071
aa
11596
d
11578
d
11599
d
10946
ek
10944
ek
10125
c
10114
n
10111
n
10119
c
10334
da
10884
cm
10511
cc
TITLE:
DRAWN
Material
Item
10503
c,d,ek
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
Qty 2
Brace, Crossarm, 60" Span x 18" Drop Insulator, Suspension, Clevis, 9" Clamp, DE Strain #6-2/0 ACSR, Pistol Type Nut, Oval Eye, Round 5/8"
2 pr
Washer, Round, 1-3/8" OD 9/16" Washer Curve, 3-1/4" x 3-1/4" x 1/4",11/16"
4
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
10
Bolt, Machine, 5/8" X 12" With Nut
1
Bolt, Double Arming, 5/8" X 22" Bolt, Double Arming, 5/8" X 14"
3
Bolt, Machine, 1/2" x 6" With Nut
4
Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, #4 ACSR
1
4 2 2
1 14 4
1
1 1
14.4/24.9 kV Two Phase Crossarm Construction - Deadend (Single) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VB5.21/VB7
Guy
Plan
Alternative
Insulator
for "VB5.31", Use NTUA Item
#
10879
k
6"
3'-6"
3'-6"
A
6"
Sections
n,d,ek 1'-6"
A
g
-
A k
9"
A c,d,ek
CU
Position of Guy
n,d,ek
aa,ek
4'
l
n,ek
B
B
-
B
cc
B cm,da Stock Number
Material
Item
10503 10189
g CU
10888
k
10299
l
11071
aa
11596
d
11578
d
11599
d
10946
ek
10944
ek
10125
c
10111
n
10116
n
10119
c
10334
da
10884
cm
10511
cc
gj
12001
DRAWN BY:
06/30/06
3
Brace, Crossarm, 60" Span x 18" Drop Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Nut, Oval Eye, Round 5/8"
2 pr
Washer, Round, 1-3/8" OD 9/16" Washer Curve, 3-1/4" x 3-1/4"x 1/4",11/16"
4
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
10
Bolt, Machine, 5/8" X 12" With Nut
1
Bolt, Double Arming, 5/8" X 14" Bolt, Double Arming, 5/8" X 26"
1
Bolt, Machine, 1/2" x 6" With Nut
4
Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, #4 ACSR
1
Crossarm Assembly, Hughes #2892-A, 8 FT.
1
4 2 2 1
14 4
3
1 1
Materials
14.4/24.9 kV Two Phase Crossarm Construction - Deadend (Single) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
Qty
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
Alternative
TITLE:
c,d,ek
DATE:
DATE:
VB5.31/VB7-1
6"
3'-6"
6"
3'-6"
Alternative
Insulator
for "VB6.21G", Use NTUA Item
4"
#
10879
k
a,f,ek n,d,ek
A
1'-6"
g
Plan
9"
A
c,d,ek
Position of Guy
CU 3'-3"
B
n,ek
d,ek,n
d,ek,n
B
A-A
av-ACSR
ah
p
aa.ek
B-B
l
k
aa,d,ek
aa,ek
s
o
cm
cc
av-ACSR
p
Stock Number 10503
Material
Item
2
Brace, Crossarm, 60" Span x 18" Drop Pin, Crossarm, 1-3/8" THRD X 14" Long Insulator, Pin Type, 14.4 kV, Class 56-1 Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type
2 pr
10189 11082
f
10882
a
10888
k
10299
l
10119
c
Bolt, Machine, 1/2" X 6" With Nut
4
11599
d
10
11578
d
Washer, Square, 2-1/4" Sq. 13/16" Hole
11596
d
10114
n
10154
o
11071
aa
10946
ek
10944
ek
10111
n
10483 11676
p ah
10335
s
10884
cm
10511
cc
10484
p
11276 10059
TITLE:
2 2 8 4
Washer Curve, 3-1/4" x 3-1/4" x 1/4",11/16" Washer, Round, 1-3/8" OD 9/16"
1 4
Bolt, Double Arming, 5/8" X 22" Bolt, Shoulder Eye, 5/8" X 12" Nut, Oval Eye, Round 5/8" Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Bolt, Double Arming, 5/8" X 14" Crimpit, Compression, WR-189 #2-#2 Wraplock, J Neck, #4 ACSR Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, #4 ACSR Alternate
DRAWN
Qty
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
g CU
j v
Materials
for
#4
-
6/1
3 1 5 18 4 2 3 2 2 2 2
ACSR
Crimpit, Compression, WR-159, #4-#4 Screw, Lag-Fetter, 1/2" X 4" Band, Pole, 4-Way, Range 7"-12" Diameter
3 2 1
14.4/24.9 kV - Two Phase Crossarm Construction - Deadend (Double) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VB6.21G/VB8
Index C Three Phase Primary Pole Top Assembly Units New RUS I.D. Assemblies VC1.11
Old RUS I.D. Assemblies VC1
Drawing Title (Description) Three-Phase Crossarm Construction - 0° to 5° Angle
VC1-1E
Three-Phase Crossarm Construction – Double Primary Support, 0° to 5°
VC1.11P
VC1-2P
Three-Phase Crossarm Construction – Large Conductor
VC1.41P
VC1-3P
Three-Phase Crossarm Construction – Single Line Arm – Large Crossarm
VC1E-M(1)
Three-Phase Crossarm Construction – With Tap, 0° to 5° Angle
VC1E-M(2X)
Three-Phase Crossarm Construction – With Tap, 0° to 5° Angle
VC1E-M(3)
Three-Phase Crossarm Construction – Double Primary Support Max. Transverse Loading 5,000 lbs./Pin with Tap
VC1-NP
Three-Phase Tangent Structure – Narrow Profile
VC2.21
VC2
Three-Phase Crossarm Construction – Double Primary Support
VC2.52
VC2-1
Three-Phase Crossarm Construction – Double Primary Support
VC2-1E
Three-Phase Crossarm Construction – Double Primary Support, 0° to 5° Angle
VC2.21P
VC2-1P
Three-Phase Crossarm Construction – Large Conductor
VC2.51P
VC2-3P
Three-Phase Crossarm Construction – Double Line Arm – Large Conductor
VC3.1
VC3
Three-Phase Vertical Construction - 30° to 60° Angle
VC3.2L
VC3-1
Three-Phase Vertical Construction - 10° to 30° Angle (Large Conductor)
VC3L
Three-Phase Vertical Construction - 30° to 60° Angle
VC4.1
VC4-1
Three-Phase Vertical Construction - 60° to 90° Angle
VC4.2L
VC4-2L
Three-Phase Vertical Construction - 60° to
90°Angle (Large Conductors) (Continue)
(Continue) New RUS I.D. Assemblies VC5.1
Old RUS I.D. Assemblies VC5-1
Drawing Title (Description) Three-Phase Vertical Construction – Dead End Single
VC5.2L
VC5-2L
Three-Phase Vertical Construction – Single Dead End – Large Conductor
VC5.21
VC7
Three-Phase Crossarm Construction – Dead End (Single)
DM29-2
Crossarm Spacing on Corner Structure
DM29-3
Vertical Spacing on Corner Structure
VC5.31
VC7-1
Three-Phase Crossarm Construction – Dead End Single
VC5.71AL
VC7-AL
Three-Phase Crossarm Construction – Dead End – Large Conductor
VC5.71H
VC7-H
Three-Phase Crossarm Construction – Dead End – Large Conductor
VC6.21G
VC8
Three Phase Crossarm Construction – Dead End (Double)
VC8E
Three Phase Crossarm Construction – Dead End (Double)
VC8E(M)
Three Phase Crossarm Construction – Dead End (Double) Material Listing
VC8E-M
Three-Phase Crossarm Construction – Dead End (Double)
VC8E
VC8E-M1
Three-Phase Crossarm Construction – Dead End (Double) Material Listing
VC6.21XG
VC8X-1
Three-Phase Crossarm Construction – Dead End (Double)
VC2.51L
VC9
Three-Phase Crossarm Construction – Double Line Arm
VC1.41L
VC9-1
Three-Phase Crossarm Construction – Single Line Arm
TP-25
TP25
Modified TP-25 w/ VC5-1 Tap (Special Structure)
DVC1.11
DVC1
Tangent Structure – Neutral Conductor is always to be located on alley or street side of pole
DVC2.21
DVC2
Three Phase Double Arm Structure
DVC5.21
DVC7
Dead End Structure
TH-7M
3 Phase Two Pole Double Deadend – Long Span Application – MAX. 6° Angle
Plan
ah 4"
3'-8"
3'-8"
4"
a
b
ah
a
c,d,ek
1'-6"
f
9"
g
c,d,ek
2'-0"
Position of Guy when required
CU
Neutral ah
cm,bs
d,ek
Stock Number
Material
Item
10882
a
11083
b
11082
f
10503 10189
g CU
10884
cm
10125 10119
c
10126
c
10124
c
11599
d
11596
d
10946
ek
10944
ek
10156
bs
11682
ah
11677
ah
c
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Offset, Pole Top, 1-3/8" X 22" Pin, Crossarm, 1-3/8" THRD X 14" Long
3
Brace, Crossarm, 60" Span x 18" Drop Insulator, Spool, Porcelain 3"
1 pr
ah
11681
ah
TITLE:
DRAWN
1 2 1
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
Bolt, Bolt, Bolt, Bolt,
Machine, Machine, Machine, Machine,
5/8" 1/2" 5/8" 5/8"
x X X x
1 1 2
12" With Nut 6" With Nut 14" With Nut 10" With Nut
1 2
Washer, Square, 2-1/4" Sq. 13/16" Hole
6
Washer, Round, 1-3/8" OD 9/16"
2
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Bolt, Single Upset, 5/8" X 12" Wraplock, Neutral Tie, 1/0 ACSR, Preformed Wraplock, J Neck, 1/0 ACSR, Preformed
5
Alternate 11676
Qty
Materials
for
#4
2 1 1 3
ACSR 1
Wraplock, J Neck, #4 ACSR Wraplock, Neutral Tie, #4 ACSR
3
14.4/24.9 kV - Three Phase Crossarm Construction - 0° to 5° Angle BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VC1.11/VC1
4"
3'-8"
4"
3'-8"
ah
a
b
4" 6" c,d,ek
3'-9"
a
n,d,ek
f
9" 6"
c
g
n,d,ek
CU
3'-7" n,d,ek
Position of Guy When Required
c,d,ek d-ek
cm,da
ec
j Specify VC1B for offset neutral assembly Stock Number
Item
10882
a
11083
b
10125
c
11599
d
11082
f
10503
g CU
10189
Material
2 1
Brace, Crossarm, 60" Span x 18" Drop
1 pr
Locknuts, 5/8" Sq. Galvanized Regular Bolt, Double Arming, 5/8"x 22" Bolt, Double Arming, 5/8"x 14"
4
Wire, Aluminum, Bare Tie, #4 AWG
70'
Rod, Armor, 1/0 ACSR, Double Support Rod, Armor, 1/0 ACSR, Single Support
1 3
Bolt, Machine, 1/2" x 6" With Nut
ek
10114
n
10111
n
11645
ah
11242
bv
11243
bv
10124
c
11598
d
10944
ek
10334
da
10884
cm
2 1 1
1
Bolt, Machine, 5/8" x 10" With Nut Washer, Round, Bronze, 1/2"
j j ec
2 2
Locknut, 1/2" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Alternate
TITLE:
12
Crossarm, 3-3/4" x 4-3/4" x 8' Dist.
10946
10193
2 3
Washer, Square, 2-1/4" Sq. 13/16" Hole Pin, Crossarm, 1-3/8" THRD X 14" Long
c
11276
4
Bolt, Machine, 5/8"x 12" With Nut
10119
11276
Qty
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Offset, Pole Top, 1-3/8" X 22"
1 1
Materials 2
Screw, Lag-Fetter, 1/2"x4" (VC1-1 Only) Screw, Lag-Fetter, 1/2"x4" (VC1-1A Only) Bracket, Offset, Neutral (VC1-1A Only)
4 1
14.4/24.9 kV-Three Phase Cross Arm Construction-Double Primary Support, 0° to 5° Angle
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC1-1E
Plan 4"
4" 3'-8"
ah
3'-8"
ea
eb
ah
ea
4" ea
1'-6"
c,d,ek
8" 6" 9"
ea,ek
2'-0"
c,d,ek
Position of Guy
Note:
See
Table
CU
CU
II
Neutral ah
d,ek
cm,bs Note:
This construction required for all conductors having a breaking strength of more than 4500 pounds. Stock Number
ea
10195
eb
10161
ea
10505 10190
g CU
10884
cm
10123
c
10119
c
10135
c
10122
c
11576
d
11596
d
10945
ek
10944
ek
10156
bs
11685
ah
11674
ah
TITLE:
DRAWN BY:
Material
Item
10883
Qty
06/30/06
1 2
Bolt, Stud, Crossarm, 5/8" X 7-1/16" L/Post Crossarm, 4-5/8" X 5-5/8" X 8' Trans.
1
1 pr
Brace, Crossarm, 60" Span x 30" Drop Insulator, Spool, Porcelain, 3" Bolt, Bolt, Bolt, Bolt,
Machine, Machine, Machine, Machine,
3/4" 1/2" 3/4" 3/4"
X X X x
1 1
12" 6" With Nut 14" 10"
4 1 2
Washer, Square, 4" x 4" x 3/16", 13/16" Hole
7
Washer, Round,1-3/8" OD 9/16"
8
Locknut, 3/4" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Bolt, Single Upset, 5/8" X 12" Wraplock, Neutral Tie, 4/0 ACSR Wraplock, F Neck, 4/0 ACSR
4 4 1 1 3
14.4/24.9 kV - Three Phase Crossarm Construction - Large Conductor APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
3
Insulator, Line Post Type, 14.4/24.9 Kv Bracket, Pole Top/Post Type Insulator
N.T.S. DATE:
DATE:
VC1.11P/VC1-2P
Neutral
p-Compression Connector 4"
1'-7"
4"
1'-7"
3'-1"
3'-1" ah
c,d,ek
ea
12"
CN 9" g
ea,ek
cd,ek
CU
c,d,ek
CU
Position of Guy
Note:
See
Table
II
c,d,ek
Note:
This construction required for all conductors having a breaking strength of more than 4500 pounds. Stock Number
ea
10161
ea
10502 10190
g CU
10122
c
10123
c
10119
c
10135
c
11599
d
11596
d
10946
ek
10944
ek
11674
ah az
TITLE:
Material
Item
10883
Qty
Insulator, Line Post Type, 14.4/24.9 kV
4
Bolt, Stud, Crossarm, 5/8" x 7-1/16" L/Post Crossarm, 3-3/4" X 4-3/4" X 10' Dist.
4
Brace, Crossarm, 60" Span x 30" Drop
1 pr.
Bolt, Machine, 3/4" X 10" Bolt, Machine, 3/4" X 12"
1 1
1
Bolt, Machine, 1/2" X 6" With Nut Bolt, Machine, 3/4" X 14"
6
Washer, Square, 2-1/4" Sq. 13/16" Hole
5
Washer, Round, 1-3/8" OD 9/16"
10
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Wraplock, F-Neck, 4/0 ACSR
3
Letters, 2 - "C", 2 - "N", with 1" Nails
1
6 4 2
14.4/24.9 kV Three Phase Crossarm Construction - Single Line Arm - Large Conductor
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC1.41P/VC1-3P
3'-8"
4"
3'-8"
4"
8"
3'-9"
Insulated Jumper 5'-0"
2'-6"
Insulated
Phase
Conductor
9"
6'-6"
Position of Guy
4'-0"
Multi-Grounded
Neutral
NOTE:
TITLE:
1.
VC1E
2. 3.
See VA5-2 for material listing Position source and tap-off neutral in same support
structure
with
8'
crossarm
14.4/24.9 kV Primary - Three Phase Crossarm Construction - With Tap, 0° to 5° Angle
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
06/30/06
N.T.S. DATE:
DATE:
VC1E-M(1)
3'-8"
4"
3'-8"
4"
8"
3'-9"
Insulated Jumper 5'-0"
2'-6"
Insulated
Phase
Conductor
9"
6'-6"
Position of Guy
4'-0"
Multi-Grounded
Neutral
NOTE: 1.
VC1E
structure
with
8'
crossarm
2. See VA5-2 for material listing 3. Position source and tap-off neutral in same support
TITLE:
14.4/24.9 KV Primary - Three Phase Crossarm Construction - With Tap, 0° to 5° Angle DRAWN
V.
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
LONG
DATE:
03/30/99
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
VC1E-M(2X)
4"
3'-8"
3'-8"
4"
Insulated Jumper
4'
CN
Insulated Jumper
4'
NOTE:
1. 2. TITLE:
5' taller pole should should be considered in this matter See VA9 or VA9-1 for material listing
14.4/24.9 kV Primary-Three Phase Crossarm ConstructionDouble Primary Support.
DRAWN
BY:
APPROVED
ENGINEERING
Max. Transverse Loading 5,000 lbs./Pin with Tap APPROVED
SAFETY
APPROVED
DENNYH DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
VC1E-M(3)
TOP
VIEW
ah a
4"
b
8"
d,ek
c
40"
ah
8"
eq
40"
8"
c,d,ek 40" ah
cm
NOTE: Stock Number
Note: VM2-12 up to neutral only.
bs
d,ek
a
11083
b
11681
ah
11676
ah
10196
eq
Pole
Minimum
for
this
Installation.
Material
Item
10882
45'
Qty 3
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Offset, Pole Top, 1-3/8" x 22" Wraplock, Neutral Tie, #4 ACSR Wraplock, J-Neck, #4 ACSR Bracket, Standoff, 19" Fiberglass
1 3 1 2
c
Bolt, Machine, 5/8" X 12" With Nut
6
11599
d ek
10156
bs
10884
cm
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Bolt, Single Upset, 5/8" X 12" Insulator, Spool, Porcelain 3"
7
10946
10125
Alternate 11677
ah
11682
ah
TITLE:
DRAWN BY:
06/30/06
1 1
Material 3
Wraplock, J-Neck, 1/0 ACSR Preformed Wraplock, Neutral Tie, 1/0 ACSR Preformed
1
14.4/24.9 kV Primary - Three Phase Tangent Structure - Narrow Profile APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
7
DATE:
DATE:
VC1-NP
Plan
ah,bv
4"
4" 3'-8"
3'-8"
a
b
a
1'-6"
c,ek
8"
f
c,d,ek
n,d,ek
9"
6"
g
n,d,ek
2'-0"
Position of Guy Note:
See
Table
III
a
11083
b
11082
f
10503 10189
g CU
10884
cm
10334
da
10111
n
10119
c
10124
c
10114
n
11599
d
11596
d
10946
ek
10944
ek
10125
da,cm
DRAWN
Qty
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Offset, Pole Top, 1-3/8" x 22" Pin, Crossarm, 1-3/8" THRD x 14" Long
6
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
2
Brace, Crossarm, 60" Span x 18" Drop Insulator, Spool, Porcelain 3" Clevis, Rigid, Less Insulator Bolt, Double Arming, 5/8" x 14"
2 pr
2 4
1
1 1
Bolt, Machine, 1/2" X 6" With Nut Bolt, Machine, 5/8" X 10" With Nut
4
Bolt, Double Arming, 5/8" x 22" Washer, Square, 2-1/4" Sq. 13/16" Hole
3
Washer, Round, 1-3/8" OD 9/16"
4
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
16
c
Bolt, Machine, 5/8" X 12" With Nut
2
11243
bv bv
11645
ah
Rod, Armor, 1/0 ACSR, Single Support Rod, Armor, 1/0 ACSR, Double Support
1
11242
11241
bv
11240
bv
1 13
4
3 70'
Wire, Aluminum, Bare Tie #4 AWG Alternate
TITLE:
n,ek Neutral
Material
Item
10882
ah,bv
CU
c,d,ek
Stock Number
ah,bv
c,d,ek
4"
Materials
for
#4
ACSR 1
Rod, Armor, #4 ACSR, Single Support Rod, Armor, #4 ACSR, Double Support
3
14.4/24.9 kV - Three Phase Crossarm Construction - Double Primary Support BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VC2.21/VC2
Neutral
Guy
4"
3'-1"
f
1'-7"
c,d,ek
a
4"
4'-8"
ah,bv
12"
n,d,ek
9" ek
c,d,ek
Position of Guy Note:
See
Table
CU
6"
g
CU 3'-9"
IV
n,d,ek
Neutral cm,da
c,d,ek
ah,bv
Notes:
1.
Center phase wire or neutral wire may be located on the opposite side of the pole where necessary to avoid crossing of wires in midspan. Stock Number
Material
Item
10882
a
11082
f
10502
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD x 14" Long
6 2
Brace, Crossarm, 60" Span x 18" Drop
2 pr
DRAWN
6
10189
g CU
Crossarm, 3-3/4" X 4-3/4" X 10' Dist.
10125
c
10124
c
Bolt, Machine, 5/8" X 12" With Nut Bolt, Machine, 5/8" X 10" With Nut
1
10119
c
Bolt, Machine, 1/2" X 6" With Nut
4
10114
n
11599
d
11596
d
10946
ek
10944
ek
10111
n
11645
ah
11242
bv
11243
bv
10884
cm
10334
da
11241
bv
11240
bv
1
Bolt, Double Arming, 5/8" X 22" Washer, Square, 2-1/4" Sq. 13/16" Hole
3
Washer, Round, 1-3/8" OD 9/16"
4
Locknut, 5/8" Sq Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Bolt, Double Arming, 5/8" X 14"
12
Wire, Aluminum, Bare Tie, #4 AWG
70'
Rod, Armor, 1/0 ACSR, Double Support Rod, Armor, 1/0 ACSR, Single Support Insulator, Spool, Porcelain 3" Clevis, Rigid, Less Insulator
3
Alternate
TITLE:
Qty
Materials
for
#4
13
4 1
1 1 1
ACSR 1
Rod, Armor, #4 ACSR, Single Support Rod, Armor, #4 ACSR, Double Support
3
14.4/24.9 kV - Three Phase Crossarm Construction - Double Primary Support BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VC2.52/VC2-1
4"
3'-8"
4"
3'-8"
ah
a
b
4" 6" c
3'-9" a
n,d,ek
f
9"
g
6"
c
n,d,ek
CU
3'-7" n,d,ek
Position of Guy When Required
cm,da d-ek
ec
c,d,ek
j Specify VC1B for offset neutral assembly
Stock Number
Item
10882
a
11083
b
10125
c
11599
d
11082
f
10503
g CU
10189
Material
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Offset, Pole Top, 1-3/8" X 22" Bolt, Machine, 5/8"x 12" With Nut
Washer, Square, 2-1/4" Sq. 13/16" Hole Pin, Crossarm, 1-3/8" THRD X 14" Long Crossarm, 3-3/4" x 4-3/4" x 8' Dist.
6 2
3 20 4 2
Brace, Crossarm, 60" Span x 18" Drop
4
10119
c
4
10946
Bolt, Machine, 1/2" x 6" With Nut
ek
12
10115
n
10111
n
1
11645
ah
Locknuts, 5/8" Sq. Galvanized Regular Bolt, Double Arming, 5/8"x 24" Bolt, Double Arming, 5/8"x 14" Wire, Aluminum, Bare Tie, #4 AWG
70'
11242
bv
11243
bv
3 1
10124
Rod, Armor, 1/0 ACSR, Double Support Rod, Armor, 1/0 ACSR, Single Support
c
11598
d
10944
ek
10334
da
10884
cm
Bolt, Machine, 5/8" x 10" With Nut Washer, Round, Bronze, 1/2"
Locknut, 1/2" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Alternate
11276
j j
11276 10193 TITLE:
Qty
ec
3
1 4 4 1 1
Materials
Screw, Lag-Fetter, 1/2"x4" (VC1-1 Only) Screw, Lag-Fetter, 1/2"x4" (VC1-1A Only) Bracket, Offset, Neutral (VC1-1A Only)
2 4 1
14.4/24.9 KV Primary - Three Phase, Cross Arm Construction Double Primary Support, 0° to 5° Angle
DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VC2-1E
ah,bv
Plan 4"
3'-8"
3'-8"
ea
ah,bv
4"
eb
c,ek 4" ea
c,d,ek
8"
1'-6"
n,d,ek
5"
n,d,ek CU
9" 2'-0"
6"
ea,ek
Position of Guy Note:
See
Table
c,d,ek CU
IV
Neutral
ah,bv da,cm
d,ek
Note:
Stock Number
Material
Item
10883
ea
10195
eb
10161
ea
10505 10190
g CU
10884
cm
10121
c
10123
c
10122
c
11599
d
11596
d
10946
ek
10944
ek
10945
ek
10334
da
11645
ah
11249
bv
11248
bv
10108
n
10111
n
TITLE:
DRAWN
This construction required for all conductors having a breaking strength of more than 4500 pounds. Qty
Insulator, Line Post Type, 14.4/24.9 Kv Bracket, Pole Top/Post Type Insulator
6
Brace, Crossarm, 60" Span x 30" Drop Insulator, Spool, Porcelain 3"
2 pr
2 4
Bolt, Stud, Crossarm, 5/8" X 7-1/16" L/Post Crossarm, 4-5/8" X 5-5/8" X 8' Trans.
2 1
Bolt, Machine, 1/2" X 8" Bolt, Machine, 3/4" X 12" Bolt, Machine, 3/4" x 10"
4
Washer, Square, 2-1/4" Sq. 13/16" Hole
13
Washer, Round, 1-3/8" OD 9/16"
4
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Locknut, 3/4" Sq. Galvanized Regular Clevis, Rigid, Less Insulator
2
3 1
4 14 1
Wire, Aluminum, Bare Tie, #4 AWG
80'
Rod, Armor, 4/0 ACSR, Single Support Rod, Armor, 4/0 ACSR, Double Support Bolt, Double Arming, 3/4" X 24" Bolt, Double Arming, 5/8" X 14"
1 3 3 1
14.4/24.9 kV - Three Phase Crossarm Construction - Large Conductor BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VC2.21P/VC2-1P
Neutral
Use
Parallel
Groove 1'-7" 4"
Connector
1'-7"
3'-1"
4"
3'-1"
ea
c,d,ek
ah,bv
c,d,ek 12"
CN 9" CU
Position of Guy Note:
6"
n,d,ek
g
ea,ek
See
Table
n,d,ek CU
n,ek IV
3'-1"
3'-1" 1'-5" 1'-5"
6"
Note:
Stock Number
This construction required for all conductors having a breaking strength of more than 4500 pounds. Material
Item
10883
ea
10504
8
Insulator, Line Post Type, 14.4/24.9 kV
2
10190 10124
g CU
Crossarm, 4-5/8" X 5-5/8" X 10' Trans.
c
Bolt, Machine, 5/8" X 10" With Nut
1
10121
c
Bolt, Machine, 1/2" X 8"
4
10111 10114
n n
10161 11599 11596
d
10946
ek
10944
ek
11645
ah
11248
bv
2 pr
Brace, Crossarm, 60" Span x 30" Drop
Bolt, Double Arming, 5/8" X 14" Bolt, Double Arming, 5/8" X 22"
1 5
ea
Bolt, Stud, Crossarm, 5/8" X 7-1/16" L/Post
8
d
Washer, Square, 2-1/4" Sq. 13/16" Hole
20
Washer, Round, 1-3/8" OD 9/16"
4
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
20
Wire, Aluminum, Bare Tie, #4 AWG
80'
Rod, Armor, 4/0 ACSR, Double Support
4 2
4
az
Letters, 2 - "C", 2 - "N", with 1" Nails
10123
c
Bolt, Machine, 3/4" X 12"
1
10945
ek
Locknut, 3/4" Sq. Galvanized Regular
1
Alternate
TITLE:
Qty
Materials
14.4/24.9 kV Three Phase Crossarm Construction - Double Line Arm
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
- Large Conductors
APPROVED MANAGEMENT
DATE:
DATE:
VC2.51P/VC2-3P
Alternative
Insulator
for "VC3.1", Use NTUA Item
#
10879
o,d,ek
Guy
Gained
k
side
bo
k
of pole k
bo
9"
1'-6"
4'-0"
m
bv
m
o,d,ek
Position of Guy
4'-0"
Position of Guy
4'-0" 2'-6"
cm,da
ah,bv
c,d,ek Stock Number
k
11243
bv
11645
ah
10125
c
10153
o
10154
o
11578
d
10946
ek
11295
bo
10334
da
10884
cm
11903
p
10289
m
TITLE:
bv
10288
m
Qty 6
Insulator, Suspension, Clevis, 9" Rod, Armor, 1/0 ACSR, Single Support
4
Wire, Aluminum, Bare Tie #4 AWG Bolt, Machine, 5/8" X 12 With Nut
7'
Bolt, Shoulder Eye, 5/8" X 10" With Nut Bolt, Shoulder Eye, 5/8" X 12"
1
Washer Curve, 3-1/4" x 3-1/4" x 1/4",11/16"
4
Locknut, 5/8" Sq. Galvanized Regular
4
Shackle, Anchor With 5/8" Pin
3
Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3"
1
1 2
1
Connector, Parallel Groove, LC-52-CXB
1
Clamp, Angle Suspension, 1/0-4/0 ACSR
3
Alternate 11241
p
Material
Item
10888
ah,ba
Neutral
Materials
for
#4
ACSR 4
Rod, Armor, #4 ACSR, Single Support Clamp, Angle Suspension, #6-1/0 ACSR
3
14.4/24.9 kV Primary - Three Phase Vertical Construction - 30° to 60° Angle
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC3.1/VC3
d,ek
ef
d,ek
Guy
9"
cr
cr m
1'
k
Gained
2'
side
ef
of pole
bo
bo
m
bv
4'-0" Position
of Guy
Section
X
-
X
1' 2' Neutral
4'-0" Position
m
of Guy bo 1'
Alternative Item
#
10879
Position
2'
X
Insulator
for "VC3.2L", Use NTUA
4'-0"
of Guy
1'
k
X
bo m
bv 18" Offset
from
Centerline - Right Stock Number
Material
Item
Qty 6
10888
k
10289
m
11249
bv
10191
cr
12631
ef
12461
d
Bolt, Clevis, 3/4" X 12" Galv. Washer, Curve, 4" x 4" x 1/4",15/16" Hole
8
10945
ek bo
Locknut, 3/4" Sq. Galvanized Regular
8
11295
Insulator, Suspension, Clevis, 9" Clamp, Angle Suspension, 1/0-4/0 ACSR Rod, Armor, 4/0 ACSR, Single Support Bracket, Angle, CHANCE #5728, 69 KV
Shackle
Anchor
With
5/8"
4 4 4 8 4
Pin
TITLE:
14.4/24.9 kV Primary - Three Phase Vertical Construction - 10° to 30° Angle (Large Conductor) DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC3.2L/VC3-1
o,d,ek
Guy
Gainded
side
bo
of pole o,d,ek
m
k
k
bo
bv
9" 6" Alternative
m
Insulator
for "VC3L", Use NTUA Item
Position of Guy
#
10879
4'-0" eu
k
eu
6"
Position of Guy
4'-0"
6"
Position of Guy
4'-0"
m
Neutral
o,d,ek
Stock Number
Material
Item
10888
k
11249
bv
11645
ah
10874
eu
10150
o
10151
o
12461
d
10945
ek
11294
bo
10289
m
TITLE:
DRAWN
bv,ah
Qty
Insulator, Suspension, Clevis, 9" Rod, Armor, 4/0 ACSR, Single Support Wire, Aluminum, Bare Tie, #4 AWG
8 4 7' 4
Insulator, 12", Clevis to Tongue Bolt, Shoulder Eye, 3/4" X 12" Bolt, Shoulder Eye, 3/4" X 14"
1
Washer, Curve, 4" X 4" X 1/4", 15/16" Hole
4
Locknut, 3/4" Sq. Galvanized Regular
4
Clamp, Angle Suspension, 1/0-4/0 ACSR
4
Shackle
Anchor
With
3/4"
Pin
3
4
14.4/24.9 kV Primary - Three Phase Vertical Construction - 30° to 60° Angle BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
06/30/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
VC3L
Alternative
Section
Insulator
for "VC4.1", Use NTUA Item
#
X-X
l
Guy
by
p eu
o,d,ek
da,cm
10879
Guy
Plan
k p
k
av-ACSR l k
o,d,ek 12"
l
3"
12" 1'-6" 6"
p
Position of Guys
4'-0"
k
o,d,ek 6"
4'-0"
12"
l
eu
p
6" 12"
eu
1'-6" 6"
4'-0"
p
Position of Guys da,cm
X
Neutral
6"
X
9"
p Stock Number
Material
Item
10888
k
10299
l
10874
eu
10154
o
10125
c
11578
d
10486 10946
p ek
10334
da
10884
cm
10512
by
10494
p
Insulator, Suspension, Clevis, 9" Clamp DE Strain, #6-2/0 ACSR, Pistol Type Insulator, 12", Clevis to Tongue Bolt, Shoulder Eye, 5/8" X 12"
12
Bolt, Machine, 5/8" X 12" With Nut Washer, Curved, 3-1/4" x 3-1/4" x 1/4", 11/16"
2
Crimpit, Compression, WR-259, 1/0-1/0 Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, 1/0 ACSR
4
Alternate
TITLE:
Qty
Materials
for
#4
6 4 6 8 8 2 2 2
ACSR
Crimpit, Copper, #6 C-Type, Burndy #YC4C6
4
14.4/24.9 kV Primary - Three Phase Vertical Construction - 60° to 90° Angle
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC4.1/VC4-1
Section
X-X l
12"
6" p
12"
6"
by
6" p
Position of Guy
4'-0"
Plan 6" eu
6"
12"
l
Guy
6"
o,d,ek
p
4'-0"
Position of Guy Guy 6" 6"
12"
p
6"
p
4'-0"
Position of Guy
l
av-ACSR
Neutral
6" l
60°-90°
by Alternative
Insulator
for "VC4.2L", Use NTUA Item
eu
Stock Number
k
10299
l
10874
eu
10150
o
10151
o
12461
d
10491
p
10512
by
10945
ek
10879
k
Material
Item
10888
#
Qty
Insulator, Suspension, Clevis, 9" Clamp DE Strain, #6-2/0 ACSR, Pistol Type Insulator, 12", Clevis to Tongue Bolt, Shoulder Eye, 3/4" X 12" Bolt, Shoulder Eye, 3/4" X 14"
12
Washer, Curve, 4" x 4" x 1/4", 15/16" Hole
8
Crimpit, Compression, 4/0-4/0 ACSR Deadend Distribution Grip-1/0 ACSR Locknut, 3/4" Sq. Galvanized Regular
4
8 4 4 4
2 8
TITLE:
14.4/24.9 kV Primary - Three Phase Vertical Construction - 60° to 90° Angle Large Conductors DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC4.2L/VC4-2L
Alternative
Insulator
for "VC5.1", Use NTUA Item
#
10879
o,d,ek
Guy
eu
Gained
k
side
of pole
l
k
k 9"
1'-6"
l
o,d,ek
Position of Guy
4'-0"
3'-0"
Min. k
eu
l 4'-0"
Position of Guy
4'-0" 2'-6"
cm,da Neutral
by
c,d,ek Stock Number 10888
k
10299
l
10874
eu
10153
o
10154
o
11578
d
11600
d
10334
da
10884
cm
10125
c
10512
by
10946 TITLE:
DRAWN
Material
Item
ek
Qty
Insulator, Suspension, Clevis, 9" Clamp DE Strain, #6-2/0 ACSR, Pistol Type Insulator, 12", Clevis to Tongue Bolt, Shoulder Eye, 5/8" X 10" With Nut Bolt, Shoulder Eye, 5/8" X 12"
6
Washer, Curved, 3-1/4" x 3-1/4" x 1/4", 11/16"
3
Washer, Square, 3" Galvanized Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3"
1
Bolt, Machine, 5/8" X 12" With Nut
1
Deadend Distribution Grip, 1/0 ACSR Locknut, 5/8" Sq. Galvanized Regular
1
3 2 1 2
1 1
4
14.4/24.9 kV Primary - Three Phase Vertical Construction - Dead End Single BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VC5.1/VC5-1
Alternative
Insulator
for "VC5.2L", Use NTUA Item
#
10879
o,d,ek
Guy
eu
Gained
k
side
of pole
l
k
9" 6"
4'-0"
eu
6"
4'-0"
6"
4'-0" l Neutral
o,d,ek
Stock Number
Material
Item
10888
k
10300
l
10874
eu
10150
o
10151
o
11578
d
10945
ek
11600
d
Qty
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, 1/0-4/0 ACSR, Pistol Type Insulator, 12", Clevis to Tongue Bolt, Shoulder Eye, 3/4" X 12" Bolt, Shoulder Eye, 3/4" X 14"
6
Washer, Curved, 3-1/4" x 3-1/4" x 1/4", 11/16"
3
Locknut, 3/4" Sq. Galvanized Regular Washer, Square, 3" Galvanized
4
4 3 1 3
1
TITLE:
14.4/24.9 kV Primary-Three Phase Vertical Construction - Single Dead End - Large Conductor
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC5.2L/VC5-2L
Plan
Guy
n,d,ek
n,d,ek
n,d,ek Alternative
Insulator
for "VC5.21", Use NTUA Item
#
aa,ek
10879
k
k l
6"
3'-6"
3'-6"
Sections
6"
A
A
g 9"
-
A k
9"
A c,d,ek
CU
Position of Guy
n,d,ek aa,ek
4'-0"
l
n,ek
B
B
-
B
cm,da
B
Neutral
by Stock Number 10189
g CU
10888
k
10299
l
11071
aa
11596
d
11599
d
10946
ek
10944
ek
10119
c
10114
n
10111
n
11578
d
10334
da
10884
cm
10125 10511 TITLE:
DRAWN BY:
Material
Item
10503
Qty
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
2
Brace, Crossarm, 60" Span X 18" Drop Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Nut, Oval Eye, Round 5/8"
2 pr
06/30/06
6 3 3
Washer, Round, 1-3/8" OD 9/16"
4
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
12
Bolt, Machine, 1/2" X 6" With Nut
4
Bolt, Double Arming, 5/8" X 22" Bolt, Double Arming, 5/8" X 14"
3
13 4
1
Washer, Curved 3-1/4"x 3-1/4"x 1/4", 11/16"
1
Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3"
1
c
Bolt, Machine, 5/8" X 12" With Nut
1
by
Deadend Distribution Grip, #4 ACSR
1
1
14.4/24.9 kV Three Phase Crossarm Construction - Dead End (Single) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
c,d,ek
DATE:
DATE:
VC5.21/VC7
6"
Wraplock Tie
Rake
Note:A 9"Should at
5'
Taller
Be
Considered
these
Pole
structure
locations. 45"
70"
on
Urban/Street
Crossing Pole
Use long 10' guy strain insulator on this guy only.
48"
on
Rural
6"
BUCKARM
ASSEMBLY
(VC6.91G)
45"
10'
45"
Crossarm
70" on Urban/Street Crossing Pole
48"
on
Rural
6" FOUR
WAY
STRUCTURE
(VC
26)
CORNER
STRUCTURE
BUCKARM
ONE
WAY
(VC5.82G)
TITLE:
Crossarm Spacing on Corner Structures DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
06/30/06
N.T.S. DATE:
DATE:
DM29-2
Wraplock Tie
9" 9"
45"
10'
Crossarm
Note: A 5' taller pole should for
be
this
considered
70"
VC6.91GA
Urban/Street
Street Crossing
48"
structure.
Multi-Grounded
on on
Rural
Neutral 9"
Position for Neutral Guy
1'-6"
2'-6" Note:
See
VA5-2
9" 6'-5"
on
Urban
45'
Street
Crossing Pole
61"
on
Urban
40'
48"
on
Rural
5'
Pole
Taller
Than
Tangent Pole Multi-Grounded
TITLE:
DRAWN BY:
Vertical Spacing on Corner Structures APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
06/30/06
Neutral
N.T.S. DATE:
DATE:
DM29-3
Plan
Guy
n,d,ek
n,d,ek
n,d,ek Alternative
Insulator
for "VC5.31", Use NTUA Item
#
aa,ek
10879
k
k
6"
3'-6"
3'-6"
l
Sections
6"
A
A
g
9"
-
A
k
9"
A c,d,ek
CU
Position of Guy n,ek
n,d,ek
aa,ek
l
4'-0"
B
B
-
B
cm,da Neutral
B
by Stock Number 10189
g CU
10888
k
10299
l
11071
aa
11596
d
11599
d
10946
ek
10944
ek
10119
c
10116
n
10111
n
11578
d
10334
da
10884
cm
10125 10512 TITLE:
DRAWN BY:
Material
Item
10503
Qty
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
3
Brace, Crossarm, 60" Span X 18" Drop Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Nut, Oval Eye, Round 5/8"
2 pr
06/30/06
6 3 3
Washer, Round, 1-3/8" OD 9/16"
4
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
12
Bolt, Machine, 1/2" X 6" With Nut
4
Bolt, Double Arming, 5/8" X 26" Bolt, Double Arming, 5/8" X 14"
3
13 4
1
Washer Curved,3-1/4" X 3-1/4" X 1/4", 11/16"
1
Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3"
1
c
Bolt, Machine, 5/8" X 12" With Nut
1
by
Deadend Distribution Grip, 1/0 ACSR
1
1
14.4/24.9 kV Three Phase Crossarm Construction - Dead End (Single) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
c,d,ek
DATE:
DATE:
VC5.31/VC7-1
Plan
Alternative
Insulator
Guy
aa
for "VC5.71AL", Use NTUA Item
#
10879
k k l
6"
Sections
6" 3'-6"
3'-6"
A gj
A
1'
9"
-
A c,d,ek,aa
l
A
k 4'-0"
Position of Guy
c,d,ek
B
B
-
B
9"
B
l
o,d,ek
Position of Guy
Stock Number
TITLE:
Material
Item
12002
gj
10888
k
10299
l
11071
aa
11578
d
10946
ek
10154
o
10125
c
Qty
Crossarm, DE Assembly, HD 8 FT. Apitong Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Nut, Oval Eye, Round 5/8"
1 6 4 1
Washer, Curved, 3-1/4" x 3-1/4" x 1/4", 11/16"
3
Locknut, 5/8" Sq. Galvanized Regular Bolt, Shoulder Eye, 5/8" X 12"
3 1
Bolt, Machine, 5/8" X 12" With Nut
4
14.4/24.9 kV Three Phase Crossarm Construction - Dead End - Large Conductor
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC5.71AL/VC7-AL
Plan
Alternative
Guy
Insulator
for "VC5.71H", Use NTUA Item
#
10879
c,d,ek,aa
k k l
6"
Sections
6" 3'-6"
3'-6"
A
gj
A
-
A aa
1'
9"
CU
Position of Guy
4'-0"
c,d,ek
B
B
9"
gj k
10299
l
11070
aa
11578
d
10946
ek
10154
o
10125
c
10334
da
10884
cm
10512
by
10299
l
c,d,ek
Qty
Crossarm Assembly, Hughes #2892-A, 8 FT. Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Nut, Oval Eye, Round 3/4"
1
Washer, Curved, 3-1/4" x 3-1/4" x 1/4", 11/16"
1
Locknut, 5/8" Sq. Galvanized Regular Bolt, Shoulder Eye, 5/8" X 12"
1
Bolt, Machine, 5/8" X 12" With Nut
1
Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, 1/0 ACSR
1
Alternate
TITLE:
by
Material
Item
10888
B
cm,da
Position of Guy
12001
-
Neutral
B
Stock Number
l
k
A
6 3 1
1
1 1
Materials
Clamp, DE Strain, #6-2/0 ACSR, Pistol Type
for
Deadend
1
Neutral
14.4/24.9 kV Three Phase Crossarm Construction - Dead End - Large Conductor
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC5.71H/VC7-H
6"
3'-6"
Alternative
6"
3'-6"
4"
Insulator
for "VC6.21G", Use NTUA Item
4"
#
10879
k
A g 9" 9"
A
Plan
c,d,ek
CU
Position
n,ek
3'-3"
of Guy
n,d,ek
B n,d,ek
n,d,ek aa,ek
B
Sections A
-
l
k
A
p
B
-
s,cm
B
o,aa,d
l k
n,d,ek
aa,ek Stock Number 10503
Material
Item
2
Brace, Crossarm, 60" Span X 18" Drop Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD X 14" Long Nut, Oval Eye, Round 5/8"
2 pr
10189 10888
k
10299
l
10882
a
11082
f
11071
aa
11596
d
Washer, Round, 1-3/8" OD 9/16"
4
11599
d ek
10946
ek
10111
n
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 1/2" Sq. Galvanized Regular Locknut, 5/8" Sq. Galvanized Regular Bolt, Double Arming, 5/8" X 14"
13
10944
1
10119
c
Bolt, Machine, 1/2" X 6" With Nut
4
10114
n
3
10486
p
Bolt, Double Arming, 5/8" X 22" Crimpit, Compression, WR-259, 1/0-1/0
11578
d
Washer, Curved, 3-1/4" x 3-1/4" x 1/4", 11/16"
1
11677
ah
10335
s
10884
cm
10154
o
10512
by
Wraplock, J-Neck, 1/0 ACSR Preformed Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3" Bolt, Shoulder Eye, 5/8" X 12" Deadend Distribution Grip,1/0 ACSR
11681
ah
Alternate
TITLE:
DRAWN
Qty
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
g CU
Materials
for
#4
12 6 3 3 7
4 14
4
3 2 2 1 2
ACSR
Wraplock, Neutral Tie, #4 ACSR
1
14.4/24.9 kV Three Phase Crossarm Construction - Dead End (Double) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
06/30/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
VC6.21G/VC8
Note: Pole is set sideways Alternative Insulator
6"
3'-6"
6"
3'-6"
4"
for "VC8E", Use NTUA
Item # 10879
k
6" 8"
c,d,ek 3'-9"
L,aa
n,d,ek c,d,ek
g
9" aq
3'-6"
SECTION
X-X
cu
Position
of Guy
insulated jumpers
n,ek X
X L
k
v,j,ek eu
aa,d,ek
g
aa
n,d,ek
k
k
L
o
min.
L
3'-0"
aa
L
3'-9"
TITLE:
DRAWN BY:
14.4/24.9 kV - 3-Phase Crossarm Construction - Deadend (Double) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
DATE:
DATE:
VC8E
Stock Number 10503
g
10189
cu
10153
o
10888
k
10882
a
11071
aa
11599
d
11596
d
10946
ek
10114
n
10119
c
10486
p l
10059
v
10945
ek
10124
c
10111
v
10874
eu
j aa
11083
b
10944
ek
11677
ah
TITLE:
Crossarm, 3-3/4" x 4-3/4" x 8' Dist.
2
Brace, Crossarm, 60" Span X 18" Drop Bolt, Shoulder Eye, 5/8" x 10" With Nut Insulator, Suspension, Clevis, 9" Insulator, Pin Type, 14.4 kV, Class 56-1 Nut, Oval Eye, Round 5/8" Washer, Square 2-1/4" Sq. 13/16" Hole
2 pr. 1
12 1 5 13
Locknut, 5/8" Sq. Galvanized Regular Bolt, Double Arming, 5/8" x 22"
4 20 3
Bolt, Machine, 1/2" x 6" With Nut
10299
11070
Qty
Washer, Round 1-3/8" OD 9/16"
aq
11276
Material
Item
Crimpit Compression, WR-259, 1/0-1/0 Jumpers and leads, as required (insulated) Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Band, Pole, 4-way, Range 7"-12" Diameter Locknut, 3/4" Sq. Galvanized Regular
4 8 30' 6 1 8
Bolt, Machine, 5/8" x 10" With Nut
2
Bolt, Double Arming, 5/8" x 14" Inslulator, 12", Clevis to Tongue Screw, Lag-Fetter 1/2" x 4" Nut, Oval Eye, Round 3/4" Pin, Offset, Pole Top, 1-3/8" X 22" Locknut, 1/2" Sq. Galvanized Regular Wraplock, J Neck, 1/0 ACSR Preformed
1 2 2 2 1 4 1
14.4/24.9 kV, 3-Phase Crossarm Construction - Deadend (Double) Material Listing
DRAWN BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
06/30/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
VC8E(M)
6"
4'-6"
6"
4'-6"
Alternative
Insulator
for "VC8E-M", Use NTUA
Item # 10879
4"
2'-6"
k
6" 8"
c,d,ek
c,d,ek
n,d
g
L,aa 9" aq
2'-10"
n,ek
Position
of Guy
cu
SECTION
X
v,j,ek
X-X
insulated
X
jumpers k
L
eu
g
aa,d,ek
aa
n,d,ek
k
k
L
o
min.
L
3'-0"
aa
L
TITLE:
DRAWN
14.4/24.9 kV, 3-Phase Crossarm Construction - Deadend (Double) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
06/30/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
VC8E-M
Stock Number 10504 10190
g cu
10153
o
10888
k
11071
aa
11599
d
11596
d
10946
ek
10114
n
10119
c
10486
p
Qty
Crossarm, 4-5/8" X 5-5/8" X 10' Trans.
2
Brace, Crossarm, 60" Span X 30" Drop Bolt, Shoulder Eye, 5/8" x 10" With Nut Insulator, Suspension, Clevis, 9" Nut, Oval Eye, Round 5/8" Washer, Square, 2-1/4" Sq. 13/16" Hole
2 pr. 1
12 5 13
Washer, Round 1-3/8" OD 9/16"
4 20
Locknut, 5/8" Sq. Galvanized Regular Bolt, Double Arming, 5/8" x 22"
3
Bolt, Machine, 1/2" x 6" With Nut
aq 10299
L
10059
v
10945
ek
10125
c
10111
n
10874
eu
11276
j
11070
Material
Item
aa
4
Crimpit Compression, WR-259, 1/0-1/0 Jumpers and leads, as required (insulated) Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Band, Pole, 4-way, Range 7"-12" Diameter Locknut, 3/4" Sq. Galvanized Regular
8 30' 6 1 8
Bolt, Machine, 5/8" x 12" With Nut
2
Bolt, Double Arming, 5/8" x 14" Insulator, 12", Clevis to Tongue Screw, Lag-Fetter, 1/2" x 4" Nut, Oval Eye, Round 3/4" Pin, Offset, Pole Top, 1-3/8" x 22" Insulator, Pin Type, 14.4 kV, Class 56-1 Locknut, 1/2" Sq. Galvanized Regular Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3"
1 2 4 2
11083
b
10882
a
10944
ek
10335
s
10884
cm
11294
bo
Shackle, Anchor With 3/4" Pin
2
11677
ah
Wraplock, J Neck, 1/0 ACSR Preformed
1
TITLE:
1 1 4 2 2
14.4/24.9 kV, 3-Phase Crossarm Construction - Deadend (Double) Material Listing
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
06/30/06
VC8E-M/VC8E-M1
6"
3'-6" 4"
A
Alternative
6"
3'-6"
Insulator
for "VC6.21XG", Use NTUA
4"
Item
#
10879
k
g
9" 9"
A
Position
Plan
CU
c,d,ek 3'-3"
of Guy
n,ek
j
B
n,d,ek
v
n,d,ek
n,d,ek
B aa,ek
Sections A - A ah
l k p
B
B
s,cm
l
n,d,ek
-
k
aa,ek
aa
Stock Number 10503 10189
Material
Item g CU
10059
v
10888
k
10299
l
10882
a
11082
f
11071
aa
11070
aa
11596
d
11599
d
10944
ek
10946
ek
10945
ek
10111
n
10119
c
10114
n
11276
j
11677
ah
10486
p
10335
s
10884
cm
10512
by
2
Brace, Crossarm, 60" Span X 18" Drop Band, Pole, 4-Way, Range 7"-12" Diameter Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD X 14" Long Nut, Oval Eye, Round 5/8" Nut, Oval Eye, Round 3/4"
2 pr
Washer, Round, 1-3/8" OD 9/16"
4
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 1/2" Sq. Galvanized Regular Locknut, 5/8" Sq. Galvanized Regular Locknut, 3/4" Sq. Galvanized Regular Bolt, Double Arming, 5/8" X 14"
10
11681
ah l
TITLE:
DRAWN BY:
06/30/06
12 6 3 3 6 2
4 18 8 1 4
Bolt, Double Arming, 5/8" X 22" Screw, Lag-Fetter, 1/2" X 4" Wraplock, J-Neck, 1/0 ACSR, Preformed Crimpit, Compression, WR-259, 1/0-1/0 Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3" Deadend Distribution Grip, 1/0 ACSR
3
Materials
for
#4
2 3 4 2 2 2
ACSR 1
Wraplock, Neutral Tie, #4 ACSR Clamp, DE Strain, #6-2/0 ACSR, Pistol Type (Neutral)
2
14.4/24.9 kV Three Phase Crossarm Construction - Dead End (Double) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
1
Bolt, Machine, 1/2" X 6" With Nut
Alternate
10299
Qty
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
DATE:
DATE:
VC6.21XG/VC8X-1
Neutral
Use
Parallel
Groove
Connector
4"
4" 3'-1"
1'-7"
4'-8"
ah,bv
c,d,ek
a
f
n,d,ek
ek
g
c,d,ek
Position of Guy See
Table
12"
CN
9"
Note:
#11903
6"
CU
IV
n,d,ek
n,ek
Notes:
1.
Center phase wire or neutral wire may be located on the opposite side of the pole to avoid crossing of wires in midspan. Stock Number
Material
Item
10882
a
11082
f
10502 10190
g CU
10111
n
10124
c
10119
c
10114
n
11599
d
11596
d
10944
ek
11645
ah
11242
bv az
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD x 14" Long
8
Crossarm, 3-3/4" X 4-3/4" X 10' Dist.
2
Brace, Crossarm, 60" Span x 30" Drop Bolt, Double Arming, 5/8" X 14"
2 pr
11240
TITLE:
DRAWN BY:
06/30/06
1
1
Bolt, Machine, 1/2" X 6" With Nut
4
Bolt, Double Arming, 5/8" X 22" Washer, Square, 2-1/4" Sq. 13/16" Hole
3
Washer, Round, 1-3/8" OD 9/16"
4
Locknut, 1/2" Sq. Galvanized Regular
4
12
80'
Wire, Aluminum, Bare Tie, #4 AWG
4
Rod, Armor, 1/0 ACSR, Double Support
4
Letters, 2 - "C", 2 - "N", with 1" Nails Materials
for
#4
ACSR 4
Rod, Armor, #4 ACSR, Double Support
14.4/24.9 kV Three Phase Crossarm Construction - Double Line Arm APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
8
Bolt, Machine, 5/8" X 10" With Nut
Alternate bv
Qty
DATE:
DATE:
VC2.51/VC9
Neutral
Use Compression Connector
4"
1'-7"
4"
3'-1"
4'-8"
ah,bv
c,d,ek f
d
a
12"
CN
9"
c,d,ek
g
ek
c,d,ek
6"
CU
Position of Guy
Note:
See
Table
Stock Number
II
Material
Item
10882
a
11082
f
10502
c,d,ek
Qty
Insulator, Pin Type, 14.4 kV, Class 56-1 Pin, Crossarm, 1-3/8" THRD x 14" Long
4 1
Brace, Crossarm, 60" Span x 18" Drop
1 pr.
4
10189
g CU
Crossarm, 3-3/4" X 4-3/4" X 10' Dist.
10124
c
Bolt, Machine, 5/8" x 10" With Nut
10125
c
Bolt, Machine, 5/8" X 12" With Nut
1
Bolt, Machine, 1/2" X 6" With Nut Bolt, Machine, 5/8" X 14" With Nut
2
Washer, Square, 2-1/4" Sq. 13/16" Hole
5
Washer, Round, 1-3/8" OD 9/16"
2
Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular Wraplock, J - Neck, 1/0 ACSR Preformed
3
10119
c
10126
c
11599
d
11596
d
10946
ek
10944
ek
11677
ah az
Materials
for
#4
06/30/06
4 2
ACSR 4
14.4/24.9 kV Three Phase Crossarm Construction - Single Line Arm APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
2
Wraplock, Neutral Tie, #4 ACSR
11681
DRAWN BY:
1
Letters, 2 - "C", 2 - "N", with 1" Nails Alternate
TITLE:
1
DATE:
DATE:
VC1.41L/VC9-1
eq a
18"
l
k
4'
6'-0"
Note:
fi,bv
See
Guy Section
4'
ek,j,v
6'-0"
c,d,ek
eu s
4'-0"
da,cm Note:
See
Guy Section
6"
Stock Number 10196 10125
eq c
11599 10946
d ek
10126
c
10334
da
10884
cm
10300
l
10888
k
10882
a
10059
v
10874
eu
10825
s
10937
s
11276
j
10945
Material
Item
ek
3
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular
7 7
Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3" Clamp, DE Strain,1/0-4/0 ASCR, Pistol Type Insulator, Suspension, Clevis 9" Insulator, Pin Type, 14.4 kV, Class 56-1 Band, Pole, 4-Way, Range 7"-12" Diameter Insulator, 12", Clevis to Tongue Guy Attachment, w/ Roller, SF-CLR-6 Links Connecting, 1/4" X 1-3/4" X 9-1/2" Screw, Lag-Fetter, 1/2" x 4" Locknut, 3/4" Sq. Galvanized Regular
1
Bolt, Machine, 5/8"x12" With Nut
Bolt, Machine, 5/8"x 14" With Nut
Alternate 10392 10817 TITLE:
DRAWN
p ap
Qty
Bracket, Standoff, 19" Fiberglass
5
2 1 3 6 3 4 3 3 3 16 32
Material
Connector, Hotline, 1/0-1/0 Guard, Line, 1/0 ACSR Preformed, #MG-0135
3 3
Modified TP-25 w/ VC5-1 Tap (Special Structure) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
06/30/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
TP-25/TP25
Primary Conductor
1'-6"
Note:transformer
This varies,
location top hanger.
see figures 1, 2, & 3.
Back 43"
Face
of
of
Pole
Pole
Neutral
Note: Secondary Conductor See
Back
of
DM42-4
&
DM42-5
Pole
1'-6"
1'-6"
1'-6"
2'-0" 4'-10" 6'-10"
Figure 1
Urban
Figure 2
Street Crossing Pole
Urban
Figure 3
Rural
Alley Pole
TITLE:
Tangent Structure - Neutral Conductor is Always to be Located on Alley or Street SIde of Pole DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
06/30/06
N.T.S. DATE:
DATE:
DVC1.11/DVC1
1'-6"
9" Position
2
of
(8'-0")
Crossarms
Guy, (When Required)
This varies,
Note:transformer
see figures
location top hanger.
1, 2, & 3.
43"
Neutral
Note:Secondary Conductor See
DM42-4
&
DM42-5
1'-6"
1'-6"
1'-6"
2'-0" 4'-10" 6'-10"
Figure 1
Urban
Figure 2
Street Crossing Pole
Urban
Figure 3
Rural
Alley Pole
TITLE:
Three Phase Double Arm Structure DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
06/30/06
N.T.S. DATE:
DATE:
DVC2.21/DVC2
For jumpers at outer ends of arms, install with 2" bow above insulator groove.
9" 6" 9" 2'-3" 3'-6"
1'-3"
This varies,
See figures 1, 2, & 3. 3'-6"
6"
9"
9"
9"
4'-0" 5'-7" 8'-7"
Figure 1
Urban
Figure 2
Street Crossing Pole
Urban
Figure 3
Rural
Alley Pole
NOTES:
1. 2.
For a double dead end structure, complete as shown by the dashed line. If there is radio interference on an existing structure with flat wood braces, the tapped flange washer which is on the pin next to the brace, may be replaced with a washer nut.
TITLE:
Dead DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
End
Structure APPROVED
DENNYH DATE:
06/30/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
DVC5.21/DVC7
aa,bo n,d,ek
k
c,d,ek
c,d,ek
l
Plan
View
Section
A-A
v
3'-0"
7'-0"
7'-0"
9"
9"
3'-0" 9"
3"
g
3"
aa
l p
I Position
Position of Guy
of
Guy
5'-0"
A
j
A
C L
14'-6"
Stock Number
Material
Item
10888
k
10299
l
11070
aa
Qty
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Nut, Oval Eye, Round 3/4"
12
2
8 8
10506
g
Crossarm, 5-1/2" X 7-1/2" X 22' Trans.
10059
v
j
Band, Pole, 4-Way, Range 7"-12" Diameter Screw, Lag-Fetter 1/2" X 4"
1
11276
Shackle, Anchor with 3/4" Pin
6
10945
ek
26
11596
d
Locknut, 3/4" Sq. Galvanized Regular
Washer, Round, 1-3/8" OD 9/16"
12
11576
d ek
10121
Washer, Sq, 4" x 4" x 3/16", 13/16" Hole Locknut, 1/2" Sq. Galvanized Regular
26
10944
c
10138
c
10108
n
10491
p
11294
11124
bo
I
2
6
Bolt, Machine, 1/2" X 8" Bolt, Machine, 3/4" X 20"
6
Bolt, Double Arming, 3/4" X 24" Crimpit, Compression, 4/0-4/0 ACSR
6
2 5
Plate, Reinforce X-ARM 6x8x3/16
4
TITLE:
14.4/24.9 kV - 3 Phase Two Pole Double Deadend - Long Span Application - Max. 6° Angle DRAWN
BY:
APPROVED ENGINEERING
APPROVED
SAFETY
APPROVED MANAGEMENT
N.T.S.
DENNYH DATE:
07/03/06
SCALE
DATE:
DATE:
DATE:
DRAWING
NO.
TH-7M
Index D Overhead Shield Line with Distribution Neutral RUS I.D. Assemblies OC1
Drawing Title (Description) Overhead Neutral (Shield Line) with Distribution Neutral
OC2
Overhead Neutral (Shield Line) with Distribution Neutral – Double Support
OC3
Overhead Neutral (Shield Line) with Distribution Neutral - 10° to 30° Angle
OC4
Overhead Neutral (Shield Line) with Distribution Neutral - 60° to 90° Angle
OC7
Overhead Neutral (Shield Line) Single Deadend Structure
OC7-1
Overhead Neutral (Shield Line) Single Deadend Structure
OC8
Overhead Neutral (Shield Line) Double Deadend Structure
OC8(M)
Materials for Overhead (Shield Line) Double Deadend Structure
OC26
Four Way Tangent Structure with Overhead Neutral (Large Structure)
OC27
Overhead Neutral (Shield Line) Corner Structure – Large Conductor
OC250
Shield Line Take-Off Structure – Large Conductor
Wood Moulding
Static Wire
p
ea
eb Pole Section
Ground
c,d,ek
A-A
A
A
6'-6" Wood Moulding
10'-0" 4"
56"
19"
4"
37"
ea
g 8'
ea,ek
c,d,ek
f(1)
c,d,ek 4'-0"
cu
c,d,ek
Wood Moulding
Neutral
cm
bs
Stock Number
Material
Item
Qty 4
10883
ea
10195
eb
10161
f(1)Bolt,
3
10188
g CU
10884
1 pr
cm
10135
c
10123
c
10121
c
11599
d
10944
ek
10945
ek
10156
bs
11685
ah
11674
ah
11596
d
10491
p
10504
TITLE:
DRAWN
p
d,ek
Insulator, Line Post Type, 14.4/24.9 kV Bracket, Pole Top/Post Type Insulator
1
Stud, Crossarm, 5/8" x 7-1/16" L/Post Crossarm, 4-5/8" X 5-5/8" X 10' Trans.
1
Brace, Crossarm, Wood , 110" Span, 30" Drop Insulator, Spool, Porcelain 3"
1 1
Bolt, Machine, 3/4" X 14" Bolt, Machine, 3/4" x 12" Bolt, Machine, 1/2" x 8"
3 2 6
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 1/2" Sq. Galvanized Regular Locknut, 3/4" Sq. Galvanized Regular Bolt, Single Upset, 5/8" X 12" Wraplock, Neutral Tie, 4/0 ACSR Wraplock, F-Neck, 4/0 ACSR
2 5 1 1 4
Washer, Round, 1-3/8" OD 9/16"
4
Crimpit Compression, 4/0-4/0 ACSR
2
Overhead Neutral (Shield Line) with Distribution Neutral BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
OC1
Note: This ea
Wood Moulding
structure is
used
Static Wire
on existing system.
p
eb Pole
Ground
Section
c,d,ek
c,ek
A-A
A
A
6'-6"
10'-0"
Wood Moulding
4"
4"
56"
19"
37"
ea
g 8'
n,d,ek
f(1)
4'-0"
cu
n,d,ek da,cm
Neutral
da,cm
d,ek
p
Stock Number
Material
Item
10883
ea
10195
eb
10161
f(1)
10504 10188
g CU
10884
cm
10111
n
10135
c
10123
c
11599
d
11645
ah
10946
ek
10334
da
11249
bv
11248
bv
10115
n
10483 10945
p ek
10121
Qty
Insulator, Line Post Type, 14.4/24.9 Kv Bracket, Pole Top/Post Type Insulator(w/locknut)
8 2
Bolt, Stud, Crossarm, 5/8" x 7-1/16" L-Post Crossarm, 4-5/8" X 5-5/8" X 10'
6
Brace, Crossarm, Wood - 110" Span, 30" Drop Insulator, Spool, Porcelain 3" Bolt, Double Arming, 5/8" x 14"
2 pr
Bolt, Machine, 3/4" X 14" Bolt, Machine, 3/4" x 12"
2 1 1 2 2
Washer, Square, 2-1/4" Sq. 13/16" Hole
10
Wire, Aluminum Bare Tie, #4 AWG
90'
Locknut, 5/8" Sq. Galvanized Regular Clevis, Rigid, Less Insulator Rod, Armor, 4/0 ACSR, Single Support Rod, Armor, 4/0 ASCR, Double Support Bolt, Double Arming, 5/8" x 24" Crimpit Compression, WR-189, #2-#2 Locknut, 3/4" Sq. Galvanized Regular
12
c
Bolt, Machine, 1/2" X 8"
2
11576
d
4
12461
d
Washer, Square, 4" X 4" X 3/16", 13/16 Hole
TITLE:
DRAWN BY:
Washer, Curved, 4" X 4" X 1/4", 15/16" Hole
07/03/06
1 4 3 2 4
4
Overhead Neutral (Shield Line) with Distribution Neutral - Double Support APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
1
DATE:
DATE:
OC2
X
X ef
9" 1'
d,ek
Guy
cr
cr m
bo
2'
Gained
m
4'-0"
side
ef
bo
of pole
bv
Position
of Guy
1' 2' 4'-0"
Section
18"
X
-
X
Neutral
Position
of Guy 1'
18" m
2' bo
4'-0"
Position
of Guy 1'
18"
k
Alternative
Insulator
for "OC3", Use NTUA Item
bo
4'-0"
10879
m
2' Position
k
bv
of Guy
1'
Stock Number
#
Qty
Material
Item
10888
k
10289
m
11249
bv
10191
cr
10101
ef
12631
ef
11578
d
Bolt, Clevis, 3/4" X 14" Bolt, Clevis, 3/4" X 12" Washer Curved, 3-1/4" x 3-1/4" x 1/4", 11/16"
10945
ek
11295
bo
Locknut, 3/4" Sq. Galvanized Regular
TITLE:
DRAWN BY:
Shackle
Anchor
With
5/8"
07/03/06
5 5 5 4 6 10 10 5
Pin
Overhead Neutral (Shield Line) w/ Distribution Neutral - 10° to 30° Angle APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
6
Insulator, Suspension, Clevis, 9" Clamp, Angle Suspension, 1/0-4/0 ACSR Rod, Armor, 4/0 ACSR, Single Support Bracket, Angle, CHANCE #5728, 69 kV
DATE:
DATE:
OC3
Plan
l 3"
12"
Static
Wire
Guy
9"
6" 6"
o,d,ek
p
Position of Guys
4'-0"
o,d,ek
l
Guy p
k
l
6"
Section
6"
eu
12"
l
6"
Guy
p
Position of Guys
4'-0"
o,d,ek
6" 6"
X-X
p
12"
6"
Guy 60°-90°
Position of Guys 4'-0" 6"
p p
6"
12"
av-ACSR
6" l
Position of Guys
4'-0"
Alternative
Insulator
for "OC4", Use NTUA
3"
Item
Neutral
#
10879
9"
6" 6" p
eu
k
Position of Guys Stock Number 10888
k
10300
l
10874
eu
10151
o
10150
o
11578
d
10945
ek
10491
p
TITLE:
DRAWN
Material
Item
Qty
Insulator, Suspension, Clevis, 9" Clamp, DE Strain - 1/0-4/0 ACSR, Pistol Type Insulator, 12", Clevis to Tongue Bolt, Shoulder Eye, 3/4" X 14" Bolt, Shoulder Eye, 3/4" X 12"
12
Washer, Curved, 3-1/4" x 3-1/4" x 1/4", 11/16"
10
Locknut, 3/4" Galvanized Regular Crimpit Compression, 4/0-4/0 ACSR
10
10 6 4 6
4
Overhead Neutral (Shield Line) w/ Distrubution Neutral - 60° to 90° Angle BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
OC4
NOTE: "WARNING" Do not extend pole ground to Overhead Neutral on this structure.
If Line is extended, install source k
and load phase "off-center" as depicted on OC8 Structure.
l
l s
6"
Static
Wire
fv
position of guy
6'-6" 55"
55"
gj
9"
k 48"
position of guy s
c,d,ek
l
Neutral
fv
Stock Number
k
10300
l
12001
gj
11071
aa
11599
d
10937
s
10946
ek
10059
fv
10945
ek
11276
j
TITLE:
DRAWN BY:
Material
Item
10888
Qty
07/03/06
5 1 3 2 2 2 3 16 8
Overhead Neutral (Shield Line) Single Deadend Structure APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
6
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, 1/0-4/0 ACSR, Pistol Type Crossarm Assembly, Hughes #2892-A, 8 FT. Nut, Oval Eye, Round, 5/8" Washer, Square, 2-1/4" Sq. 13/16" Hole Links, Connecting, 1/4" X 1-3/4" X 9-1/2" Locknut, 5/8" Sq. Galvanized Regular Band, Pole, 4 Way, Range 7"-12" Diameter Locknut, 3/4" Sq. Galvanized Regular Screw, Lag-Fetter 1/2" x 4"
DATE:
DATE:
OC7
NOTE: "WARNING" Do not extend pole ground to Overhead Neutral on this structure.
If Line is extended, install source
and load phase "off-center" as depicted on OC8 Structure.
eu
k l
s
6"
l Static
Wire
v
Position of Guy
6'-6"
55"
55"
g
9"
v
48"
Position of Guy s
l
v
Stock Number
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, 1/0-4/0 ACSR, Pistol Type
6
g
Crossarm, 4-5/8" X 5-5/8" X 10' Trans.
3
10188
cu
11070 11599
d
10937
s
10946
ek
10059
v
10945
ek
11276
j
Brace, Crossarm, Wood, 110" Span x 30" Drop Nut, Oval Eye, Round, 3/4" Washer, Square, 2-1/4" Sq. 13/16" Hole Links, Connecting, 1/4" X 1-3/4" X 9-1/2" Locknut, 5/8" Sq. Galvanized Regular Band, Pole, 4 Way, Range 7"-12" Diameter Locknut, 3/4" Sq. Galvanized Regular Screw, Lag-Fetter 1/2" x 4" Bolts, Double Arming, 3/4" X 30" Washer, Square, 4" X 4" X 3/16", 13/16" Hole Bolt, Double Arming, 5/8" X 14" Insulator, 12", Clevis to Tongue
2 pr
aa
k
10300
l
10504
10110
n
11576
d
10111
n
10874
eu
TITLE:
DRAWN
Qty
Material
Item
10888
5
3 2 2 4 3
22 8 3 3 1 1
Overhead Neutral (Shield Line) Single Deadend Structure BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
OC7-1
"WARNING"
Do
not
extend
pole ground to Overhead Neutral on
this
2.
Field
structure. drill
the
holes
for
the
A
l
k
on Top
1:
Static Wire
NOTE
insulators.
aa
A
g
PLAN
l Static
6" Wire
6"
6" s
Position of Guy
Position of Guy
6'-6"
2"
54"
19"
2"
35"
4"
4"
ea,f(1)
9"
o,aa,ek
48"
Position of Guy aa,l,fv,ek
c,d,ek
Neutral
j fv
SECTION
TITLE:
DRAWN
A
-
ELEVATION
A
Overhead Neutral (Shield Line) Double Deadend Structure BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
OC8
Stock Number 10883
ea
10161
f(1)
10888
k
10299
l
10147
o
11071
aa
10504 10188
g CU
10059
v
11276
j
11070 11295
aa
bo
Qty
Insulator, Line Post Type, 14.4/24.9 kV
3
Bolt, Stud, Crossarm, 5/8" X 7-1/16", L/Post
3
Insulator, Suspension, Clevis, 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Bolt, Oval Eye, 5/8" X 12" Nut, Oval Eye, Round 5/8"
12
Brace, Crossarm, Wood, 110" Span x 30" Drop Band, Pole, 4-Way, Range 7"-12" Diameter Screw, Lag-Fetter 1/2" X 4" Nut, Oval Eye, Round 3/4"
1 pr
Locknut, 3/4" Sq. Galvanized Regular Guy Attachment With Roller #SF-CLR-6 Links, Connecting, 1/4" X 1-3/4" X 9-1/2"
16
10 2 2 2
Crossarm, 4-5/8" X 5-5/8" X 10' Trans.
2 8 2 2
Shackle, Anchor with 5/8" Pin
10945
ek
10825
s
10937
s
11596
d
Washer, Round, 1-3/8" OD 9/16"
4
11599
d
12
10946
ek
10944
ek
10119
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Locknut, 1/2" Sq. Galvanized Regular
c
10115
n
10111
n
11578
d
11674
ah
10491
p
10512
by
TITLE:
DRAWN
Material
Item
2 2
13 4
Bolt, Machine, 1/2" X 6" With Nut
4
Bolt, Double Arming, 5/8" X 24" Bolt, Double Arming, 5/8" X 14"
3
Washer, Curved, 3-1/4" X 3-1/4" X 1/4", 11/16"
1
Wraplock, F-Neck, 4/0 ACSR Crimpit, Compression, 4/0-4/0 ACSR Deadend Distribution Grip, 1/0 ACSR
3
1
5 8
Materials for Overhead Neutral (Shield Line) Double Deadend Structure BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
OC8(M)
OHN SOURCE
OHN
TOP Note
1
VIEW
6'-6"
45"
48"
ea,ek
Wood Moulding
NOTES: 4"
1. The distance from the pole top to the tap primary arm may be reduced from 6'-6" to 4'-6" where the span lengths are limited to 170' and universal sag is used. 2. The crossarms should be put on the same side of the pole as the middle phase of the other
circuit.
3. When necessary to climb past the arms, it seems advisable to use side of pole opposite the middle phase conductors. TITLE:
DRAWN
Four Way Tangent Structure with Overhead Neutral (Large Conductor) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
OC26
6"
O.H.
Neutral
6"
6'-6"
Note
TOP
1
VIEW
Insulated Guy Link
2
)
9"
(
Position 45"
O
E
1
-
1
.
1
of Guy
9"
Insulated Guy Link
)
48"
D
E
1
-
2
.
3
(
2
c,ek,d
6" NOTES:
1. at
The shield wire down-guy should be
least
22"
from
this
conductor.
A
45° guy will generally provide this clearance.
2. If the line is extended with a slack span, or with 4 smaller conductors, install middle phases off center to clear down guy. TITLE:
DRAWN
Overhead Neutral (Shield Line) Corner Structure - Large Conductor BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
OC27
Wood Moulding
Pole
Ground
O.H.
8"
Neutral
0E1-1.1
6'-6"
Min.
22"
45"
Note:
Use
11"
Hughes Bro. X-Arm for 4/0 ACSR & Larger. Use
std
smaller
X-Arm
for
48"
conductors.
4"
D
E
1
-
2
.
3
Neutral
TITLE:
Shield Line Take - Off Structure - Large Conductor DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
OC25.0/OC250
Index E Grounding Assembly Units New RUS I.D. Assemblies H1.1C
Old RUS I.D. Assemblies VM2-11.1
Drawing Title (Description) Supplemental Pole Ground Assembly – Ground Rod
H1.1A
VM2-11
Grounding Assembly – Ground Rod Type – (As Supplement to P2.1)
H1.1B
VM2-11A
Grounding Assembly – Ground Rod Type – (As Supplement to P2.1)
P2.1
VM2-12
Pole Protection Assembly Plate Type
OM2-12
OM212
Pole Ground with Butt Plate for OC Structure
H4.1
M2-15
Grounding Assembly – Platform Type for Sectionalizing Air Break Switch
Section
A
FOR
p 2
A
To grounding loop for pole mounted line equipment
EXISTING
STRUCTURE
and
ONLY
transformers.
al
p 1
Crimp #6 within
A-A
this
structure
to
the
#4
cj
6"
aj
2'-0"
dh
Stock Number 11251 10307 11325 11651
10494 10484
p1 p2
p
Crimpit, Copper, #6 C-Type, Burndy #YC4C6 Crimpit, Compression, WR-159, #4-#4 Alternate
Qty 1 1 1
lb
45'
3 1
Material
Crimpit, Compression, WR-189, #2-#2 Crimpit, Compression, 1/0-#4 ACSR
1 1
14.4/24.9 kV Supplemental Pole Ground Assembly - Ground Rod APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH
07/03/06
Min.
Rod, Ground, Copperweld, 5/8" x 8 Ft. aj Clamp, Ground Rod, Copperweld, 5/8" al Staples, Sq. Shank, Copper, Joslyn #J7682 cj Wire, Copper, #6 Bare Solid Soft Drawn Note:Poles with guy bonding assembly, add 4' more of ground wire and one (1) copper connector.
10488
DATE:
8'-0"
ai
p
DRAWN BY:
ai
Min.
Material
Item
10483
TITLE:
Min.
12"
DATE:
DATE:
H1.1/VM2-11.1
Pole ground wire
45°
A
Section
A
A-A
p
cj
al
Compression
Connector
p 6"
aj
2'-0"
12'-0"
Min.
ai
Min.
8'-0"
Min.
Per NESC requirements, this assembly should be specified at intervals not exceeding 1320 feet.
Stock Number 11251
ai
10307
aj al
11325
cj
11651 10494
TITLE:
DRAWN
Material
Item
p
Qty 1
Rod, Ground, Coppperweld, 5/8" x 8 Ft. Clamp, Ground Rod, Copperweld, 5/8" Staples, Sq. Shank, Copper, Joslyn #J7682 Wire, Copper, #6 Bare Solid Soft Drawn Crimpit, Copper #6 C-Type, Burndy #YC4C6
1
As Req. 5' 1
Grounding Assembly - Ground Rod Type - (As Supplement to P2.1) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
H1.1A/VM2-11
Optional: Horizontal Ground
Rod
Burial
p
cj
al
30"
p
aj 6" ai
6" 6"
10'-0"
15°
NOTES:
1. Ground rod to be driven as close to the pole as possible.
Stock Number
Material
Item
11250
ai
10308
aj al
11325
cj
11651 10494
p
Qty 1
Rod, Gound, Copperweld, 3/4" x 10 Ft. Clamp, Ground Rod, 3/4" Size Staples, Sq. Shank, Copper, Joslyn #J7682 Wire, Copper, #6 Bare Solid Soft Drawn Crimpit, Copper #6 C-Type, Burndy #YC4C6
1
As Reqd 2' 1
This assembly shall be installed when it is not possible to reach the depth requirements of the H1.1A assembly as it pertains to the depth of the ground rod and placement. TITLE:
DRAWN
Grounding Assembly - Ground Rod Type - (As Supplement to P2.1) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
H1.1B/VM2-11A
Section
A-A 45°
Pole
Ground
Wire NOTES: 1.
Ground on
wire
same
to
side
be
as
located
neutral
conductor and in quadrant opposite climbing space 2.
Staples on ground wire shall be 2'-0" apart except for a distance
A
p
of
8'-0"
above
ground and 8'-0" from top of pole where they shall be 6" apart.
A
al
cj
PLAN
of
TYPE
PLATE
GROUND
dh Stock Number
Material
Item dh
1
al
1
Plate, Grounding, Pole, Butt - 7-1/2" Copper Staples, Sq. Shank, Copper, Joslyn #J7682 cj Wire, Copper, #6 Bare Solid Soft Drawn Note: Poles with guy bonding assembly, add 4' more of ground wire and one (1) copper connector. p Crimpit, Copper, #6 C-Type, Burndy #YC4C6
11122 11325 11651
10494
Alternate 10376
p
TITLE:
DRAWN
Qty
Material
-
1/0
ACSR
lb
50'
1
Conductor 1
Crimpit, Compression, 4/0-#6, YHD250
14.4/24.9 kV Pole Protection Assembly Plate Type BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
P2.1/VM2-12
Static
Wire
Wood Moulding Gain
Pole Section
Side
p
Ground
A-A
A
6"
A
6" Spacing Staples
Ground Wire Moulding
8'
Wood Moulding
Neutral
cj
al
NOTES:
1.
Ground Wire Moulding and staples are required.
2.
Staples on ground wire shall be 2'-0" apart except for a distance
PLAN
of
TYPE
PLATE
dh
GROUND
3. Stock Number
dh
11325
al
11651
cj
11905 11906 10376
gwm al p
Pole BY:
APPROVED
ENGINEERING
Ground
Qty
with
APPROVED
SAFETY
Butt
Plate
for APPROVED
07/03/06
OC
1 1
lb
50' 1 12
ea.
1
Structure
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
above
Install #4 B.S.D. ground wire if pole will have a transformer.
Plate, Grounding, Pole Butt - 7-1/2" Copper Staples Sq. Shank, Copper Joslyn #J7682 Wire, Copper, #6 Bare Solid Soft Drawn Moulding, Ground Wire, 1" x 7/8" X 8' Moulding Staples, Galvanized 1" X 3" Crimpit, Compression, 4/0-#6-YHD250
TITLE:
DRAWN
8'-0"
Material
Item
11122
of
ground and 12'-0" from top of pole where they shall be 6" apart.
DATE:
DATE:
DATE:
DRAWING
NO.
OM2-12/OM212
NOTE:
SECTION
Distance between platform & pole depends on the type of handle.
X
-
X
8'-0"
3'-0" 12"
4'-
0"
4'-0"
Switching Platform
4'-0"
Copper
p
1/0 Stranded Copper
1
A
Cadweld A
p1 al
c,d,ek X sp
P2
X
12" 18"
Clamp and
aj
12"x6"conc.
braid
to
cj
with
ai
controls.
DETAIL
Stock Number
ai
10307
aj al
11648
cj
10376
p1 p2
10863 11324 10168
sp c
11068
ek
11580
d
11598
d
OF
SECTION
"
A
Material
Item
11251 11325
be
furnished
-
A"
Qty 4
Rod, Ground, Copperweld, 5/8" x 8' Clamp, Ground Rod, Copperweld, 5/8" Staples, Sq. Shank Copper, Joslyn #J7682 Wire, Copper, 1/0 Bare Stranded MHD Crimpit, Compression, 4/0 - #6, YHD250 Hylug, Copper, 1/0 Strand, 2 Hole
4 1
lb.
50' 1 2 1
Stand, Switch, 36" X 48", Subst. Bolt, Bronze, 1/2" x 2" Nut, Hex, Bronze, 1/2" Washer, Lock, Bronze, 1/2" Washer, Round, Bronze, 1/2"
4 4 4 8
TITLE:
Grounding Assembly-Platform Type for Sectionalizing Air Break Switch DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
N.T.S.
DENNYH DATE:
07/03/06
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
H4.1/M2-15
Index F Guying Assembly Units New RUS I.D. Assemblies
Old RUS I.D. Assemblies DE1-0.1
Drawing Title (Description) General Instructions and Information on Guying
DE1-0.2
General Instructions and Information on Guying
DE1-0.3
General Instructions and Information on Guying
DE1-0.4
General Instructions and Information on Guying
DE1-0.6
DE1-06
Pole Band Adjustments, 10M and 16M
DE1-0.6A
DE1-06A
Pole Band For Offsetting Neutral – 4 Way
DE1-0.7
DE1-07
Sidewalk Guy
DE1-0.8
DE1-08
Single Side Guy For Tangent Pole – Urban Short Span (Maximum 170’)
DE1-0.9
DE1-09
Double Side Guy For Tangent D, A Assemblies – Rural and Urban
E2.1
DE1-1.0
10M Down Guy, Hook, Insulated Assembly
E2.12
DE1-1.1
10M Down Guy, Pole Band Assembly, Insulated Guy Strain
E2.13
DE1-2.2
16M Down Guy, Pole Band Assembly
E2.14
DE1-2.3
16M Down Guy, Pole Assembly, Insulated Guy Strain
E1.01, E2.01
DE4-1
Secondary 10M and 16M Overhead Guys
DE4-1A
Primary 10M and 16M Overhead Guys
OE1-1.1
16M Down Guy, Pole Band Assembly – Overhead Neutral
E1.01W, E2.01W
14. GUY ASSEMBLIES AND POLE ATTACHMENTS for various sizes and types of down guys are shown on drawings in this section which should be referred to for proper installation. The drawings show arrangement of materials in each assembly and complete reference lists of materials required. Such assemblies should be made up on the pole before the pole is set whenever possible.
15. SET POLE WITH 6" RAKE. FINAL PROCEDURE after the anchor and pole have
been set is important. Set the guy assembly by pulling against it with a winch line fastened at the pole top and coffing hoist between the lower end of the guy wire and anchor rod. Pull hard enough to remove all slack from
all attachments, keeping the 6" rake in pole by simultaneous operation of the winch line and hoist.
Make up lower guy performed with no slack between
hoist wire grip and rod eye. Where two or more guys are used (primary and secondary) leave guy pullers on all guys to equalize the tension, while pulling against the tension of the winch line fastened to the top of the pole. This takes out the creep and stretching of guy strand loops, preformed grid loops, etc.
16. WHEN SAGGING IN CONDUCTORS against new guying, do not dead end any conductor until all conductors primary and secondary, have been properly sagged. This is accomplished by catching off each conductor, as sagged by slings and come-alongs. All conductors shall again be checked for proper sagging and evened up if necessary. All guys should be checked for even tension, the pole
checked for natural 6" rake, then the conductors to be dead ended.
Many times
one or more guys must be equalized after the conductor has been sagged; for this reason the conductor dead ending should be last.
17. GALVANIZED STEEL GUY GRIPS, 3/8", 7/16".
Guy-grips have color marks
indicating cross-over points for different size insulators.
18. INSTALLATION (Not Under Tension) (A) Apply one or two wraps of tape around end of guy strand to keep wires in place.
Avoid excessive taping.
(B) Hold taped end of strand firmly inside one leg of the preformed Guy-Grip by thumb pressure just inside of color marking.
(C) Rotate first leg of Guy-Grip around strand while pulling away form strand with enough force to permit easy application. leg two or three turns.
Wrap on first
(D) Start second leg in open space (match cross-over points) and rotate. (E) Finish rotating, one leg in each hand, pulling around and away from strand. (If legs are split a pinch or two from the ends it is easier to snap in the final pinch.
TITLE:
General Instructions and Information on Guying DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
DE1-0.3
19. INSTALLATION (Guy Under Tension) (A) Apply pulling grip on guy strand a short distance above guy-grip terminating point.
(B) Apply grip, shackle or pulling eye around anchor rod. (C) Using hoist, rake pole slightly to compensate for hand tension. Normally two or three clicks of the hoist is sufficient.
(D) Place guy-grip parallel to the strand.
Hold together and bring
down the end of loop in contact with anchor rod eye to measure the approximate starting point of the guy-grip deadend.
(E) Tape guy strand 3 inches above the end of the anchor rod and cut.
(F) Pull the strand and guy-grip away from the hoist and partially apply one leg.
(G) Insert the free leg through the anchor eye and using the free end as a handle, pull up until the cross-over marks match. apply the free leg.
Partially
(H) Stop wrapping at 3/4 total length, release tension and check.
If guy
needs further tightening, unwrap, take up more tension and reapply guy grip.
20. REMOVING
(A) Intall hoist and grips to relieve strain. slacks.
Take up on hoist until guy
(B) Remove wires of longer leg, one at a time or in groups of two or three, unwind about 1 pinch.
After all wires are removed the same
distance, and no wires are crossed-over one another, reform the
wires as they were originally then grasp the leg and completely unwind form the strand.
(C) After the first leg has been removed to the cross-over marks, follow the same procedure for the other leg.
TITLE:
General Instructions and Information on Guying DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
DE1-0.4
This drawing shows how to adjust the pole band for different sizes of poles. With
With Guy Roller
Insulator
j
j
ek
ek
ek
ek
j
Fig. 1
Fig. 4
j
Fig. 2
ek
Fig. 5
j ek
Fig. 3 Fig. 6 Stock Number
Item
10059
fv
10945
ek
11276
j
Material
Qty Band, Pole, 4-Way, Range 7" to 12" Dia. 1 8 Locknut, 3/4" Sq. Galvanized Regular 4 Screw, Lag-Fetter, 1/2" x 4"
NOTES:
1. 2.
For intermediate sizes of poles, add just enough nuts so that band will fit pole snugly. If additional links are required for other conductors or guys, install
them
in
a
similar
manner.
TITLE:
POLE BAND ADJUSTMENTS, 10M AND 16M DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
DE1-0.6/DE1-06
This drawing shows how to offset the neutral with a pole band.
ek
ek
l
ek,aa
Stock
Qty
Number
Item
Material
10058
fv ek
Band, Pole, 4-Way, 90 , 8"-12" Dia. Range
1
10945
Nut, Lock, 3/4"
6
11276
j
Screw, Lag Nut, Oval Eye, Round 3/4" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type
2
11070
aa
10299
l
10335
s
Alternate
2 2
Materials
Clevis, Swinging, Less Insulator
2
NOTES:
1. 2.
For intermediate sizes of poles, add just enough nuts so that band will fit pole snugly. If additional links are required for other conductors or guys, install
them
in
a
similar
manner.
TITLE:
POLE DRAWN
BY:
APPROVED
ENGINEERING
BAND
FOR APPROVED
OFFSETTING SAFETY
NEUTRAL APPROVED
07/03/06
4
WAY SCALE
N.T.S.
DENNYH DATE:
-
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
DE1-0.6A/DE1-06A
v
NOTES: 1.
2.
3.
Anchor
must
be
Note
rock
loaded and thoroughly back-tamped (preferably with air tamps). Pole
to
be
raked
c,d,ek
3
O
H
12"
toward guy to allow for compaction under pole and uplift of anchor. Position of guy strain insulator if required.
2" galvanized
c,d,ek
steel conduit,
length as required.
L APPLICATION:
10'-0"
Maximum
To be used only where space is not available for straight guy. DESIGN GUYS ON
FOR
SIDEWALK
MUST
THE
BE
LAID
OUT
CONSTRUCTION
DRAWING
BY
X
ENGINEERING
THE
10'-0" Min.
DEPARTMENT
Sidewalk
Area
or
Driveway to Residence
Stock Number
Item
10364
7'-6"
for
8'-0"
rod
8'-6"
for
9'-0"
rod
6'-0" (On
35'or
40' pole)
Material
Qty 2" Galvanized Steel Conduit (length by Eng. Dept) 10' 1 Guy Attachment, Malleable Type 1 Washer, Square, 2-1/4" Sq. 13/16" Hole
10821
v
11599
d
10124
c
Bolt, Machine, 5/8" X 10" With Nut
1
10946
ek
2
10823
W2
10827
Y
10886
O
10125
Locknut, 5/8" Sq. Galvanized Regular Grip, Preformed Guy - 3/8" Wire, Guy, 3/8" Insulator, Guy Porcelain Strain
c
Bolt, Machine, 5/8" X 12" With Nut
1
11276
j
Screw, Lag-Fetter, 1/2" x 4"
2
Pole, End Plate, Sidewalk
1
End Clamp, Sidewalk
1
11123 10826
Alternate 10822
W2
10828
Y
10059
fv
Materials
-
4 30' 1
7/16"
Grip, Preformed Guy - 7/16" Wire, Guy, 7/16" Band, Pole, 4 Way, 90 , 7-1/2" - 12"
4
As Req'd 1
TITLE:
SIDEWALK DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
GUY APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
DE1-0.7/DE1-07
1'-6"
1'-6"
2'-0" 3'-6" 4'-10" 7'-10"
Fig. 1. Urban 40' Street Crossing Pole Single Crossarm
SIDE
GUY
ATTACHMENT
FOR
USE
WITH
COLUMN
Primary Conductor Size
Fig. 2. Urban 40' Alley Pole Single Crossarm
LOCATION
UNIVERSAL
ONE
COLUMN
SAG
TWO
Maximum Line Angle Maximum Line Angle with 10M Guy for Un-guyed Pole
COLUMN
THREE
Minimum Guy Lead for 10M Guy
4/0
1°
4°
10
feet
1/0
1.3°
5°
11
feet
2
1.6°
7°
12
feet
4
1.7°
10°
15
feet
NOTES:
1. 2. 3. 4.
5. 6.
Refer to proper standard for guy assembly to be used. Maximum line angle in Col. 2 is limited by breaking strength of pole above guy attachment with 3 primary conductors. Minimum guy lead in COL. 3 is based on pull of 3 primary conductors and 4-1/0 AS secondary conductors. Maximum line angle for the un-guyed pole in Col. 1 is limited to the side pull of 3 primary conductors and 4-1/0 AS secondary conductors, based on a street crossing pole and with a grade B construction safety factor. Key the pole against the strain. Use down guys, as in Fig. 1 and 2, on all poles whose line angles are greater than those shown in Col. 1. For line angles greater than those shown in Col. 2 for a specific primary conductor, use 2 crossarms and refer to DE1-0.9.
MAXIMUM TITLE:
SPAN
-
170
FEET
SINGLE SIDE GUY FOR TANGENT POLE - URBAN SHORT SPAN (MAXIMUM 170')
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
DE1-0.8/DE1-08
1'-6"
1'-6"
8"
9"
4'-10" 7'-10"
Note
4
Note
Fig. 1. Urban 40-4 Street Crossing Pole Double Arm Assembly
REFER LINE
ANGLES
TO FOR
PROPER DOUBLE
ARM
4
Fig. 2. Urban 40-4 Alley Pole Double Arm Assembly
STANDARD
FOR
GUY
ASSEMBLIES-RECOMMENDED
MAXIMUM
Primary
COLUMN
Size
ONE
COLUMN
TWO
Minimum
Maximum
Line Angle
Line Angle
SEE
SEE
Recommended NOTE
2.
COLUMN
NOTE
COLUMN
Primary and IOM Primary Guy
1-4
336.4
4 5
AS
*
AS
Phase
4
11
5
9
1/0
5
16
2
6
11
4/0
*
2 4
*
4
7
20
10
20
10
31
^
Sec.
Cond.
SEE
NOTE
6.
Sec.Cond.
16M Secondary Guy
15'
15'
15'
15'
15'
15'
15'
15'
16'
28'
15' 15' 16'
^
AS
Phase
15'
15' ^
3
15'
15' ^
with
Sec.Cond. 4-1/0
AS
15'
5°
1/0 *
^
9
4/0
FOUR
Primary and IOM Primary Guy
3
IOM Sec. Guy 16M Sec. Guy
AS
310'
Minimum Guy Lead
5. 3-1/0
DEGREES
THREE
=
Minimum Guy Lead with
Allowed
DEGREES
*
SPAN
Use Two Down Guys as Shown in Fig. 1. or Fig. 2.
Conductor
336.4
ASSEMBLY
15' 32'
NOTES:
1. 2. 3. 4. 5.
* Indicate line angles suitable for urban short span construction only, 170' maximum. Other values are suitable for urban or rural line angles. For line angles less than those shown in Col. 1, use 10M guys. Maximum line angles in Col. 2 are limited by the maximum of 500# side load on each side of two 5/8" steel crossarm pins. Primary and secondary guy attach to common anchor. Use DA-DE and attach guy as shown in Fig. 1 and Fig. 2., where primary line angles exceed the values shown in Col. 2, for conductor used. Adequate guy strength shall be calculated for all angles greater than those
6.
shown
in
Col.
2.
^Guy leads given for rural line angles in Col. 3 are for primary conductor only, and for maximum spans shown on engineering drawing. Where secondary conductors are used with long span construction, treat as a special case.
TITLE:
DOUBLE DRAWN
BY:
SIDE GUY FOR
APPROVED
ENGINEERING
TANGENT APPROVED
SAFETY
D.
A.
ASSEMBLIES APPROVED
07/03/06
RURAL AND
URBAN SCALE
N.T.S.
DENNYH DATE:
-
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
DE1-0.9/DE1-09
v
8'-0" max.length above
c.d.ek
insulator
j y
p
u
Neutral
O
o
45 Minimum
for
10M Guy Load.
Note:
Pole
with
transformer
mounted
30" above telephone for primary guys.
installed
guy bonding assembly on opposite side.
Stock Number 10821
v
10125
c
10886
O
10946
ek
11276
j
11578
Material
Item
d
10823
u
10827
y
Qty
Guy attachment, Malleable Type
1
Bolt, Machine, 5/8" x 12" With Nut
1
Insulator, guy, porcelain strain Locknut, 5/8" Sq. Galvanized Regular Screw, Lag-Fetter, 1/2"x 4"
1
1 1
Washer, Curved, 3-1/4" x 3-1/4" x 1/4", 11/16"
1
Guy, Grip, Deadend, 3/8" Preformed Guy, Wire, 3/8", Utility Grade B, 10M
4 50'
TITLE:
10M DOWN GUY, HOOK , INSULATED, ASSEMBLIES DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
E2.1/DE1-1.0
ek du
fv, ek
j
w
u
y
Stock Number 10059
fv
10880
w
10937
du
10945
ek
11276 10827 10823
Material
Item
j Y u
Qty
Band, Pole, 4-way, Range, 7" - 12" Diameter Insulator, Guy Strain, Fiberglass 10 ft. Link, Connecting, 1/4" x 1-3/4" x 9-1/2" Locknut, 3/4" Sq. Galvanized Regular Screw, Lag-Fetter, 1/2" x 4" Guy, Wire, 3/8", Utility Grade B, 10M Guy, Grip, Deadend, 3/8" Preformed
1 1 2 8 4 40' 2
TITLE:
10M DOWN GUY, POLE BAND ASSEMBLY, INSULATED GUY STRAIN DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
E2.12/DE1-1.1
ek s
fv
8'-0"Max. Length Above Insulator
du
j
u
Neutral
y
o
30" above Telephone for primary guys. Note:
Pole
with
transformer
mounted
installed
guy bonding assembly on opposite side.
Stock Number
fv
10880
O
10945
ek
10937
du
10825
S
11276
j
10828 10822
Material
Item
10059
Y u
u
Qty
Band, Pole, 4-way, Range, 7" - 12" Diameter Insulator, Guy Strain, Fiberglass 10 FT. Locknut, 3/4" Sq. Galvanized Regular Links Connecting, 1/4" x 1-3/4" x 9-1/2" Guy Attachment w/ Roller, #SF-CLR-6 Screw, Lag-Fetter, 1/2" x 4" Guy, Wire, 7/16", Utility Grade B, 18M Guy, Grip, Deadend, 7/16"
1 1 8 1 1 4 50' 4
TITLE:
16M DOWN GUY, POLE BAND ASSEMBLY DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
E2.13/DE1-2.2
ek du
fv,ek
j
w
u
y
Stock Number 10059
fv
10880
w
10937
du
10945
ek
11276
j
10828 10822
Material
Item
Y u
Qty
Band, Pole, 4-way, Range, 7" - 12" Diameter Insulator, Guy Strain, Fiberglass, 10 ft. Link, Connecting, 1/4" x 1-3/4" x 9-1/2" Locknut, 3/4" Sq. Galvanized Regular Screw, Lag-Fetter, 1/2" x 4" Guy, Wire, 7/16" Utility, Grade B, 18M Guy, Grip, Deadend, 7/16"
1 1 2 8 4 40' 2
TITLE:
16M DOWN GUY, POLE ASSEMBLY, INSULATED GUY STRAIN DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
E2.14/DE1-2.3
GENERAL NOTE: Guy wire must have an 18" minimum clearance from any phase conductor. Use 10' glass strain insulators (see E1.01W and E2.01W) where this
condition
cannot
be
met
10M
with
insulators
OVERHEAD
GUY
shown
below.
(E1.01) ab
ab
Fill in extra space with standard
nuts
or
lock
nuts
9"
if required. y 8'-0"
u
u
h
16M
OVERHEAD
GUY
(E2.01)
j ek
s
9" 9"
fv du
u
s
y
u
9"
ek
h 10M Stock Number
ab
10823
u
10827
y
10125
c
11578 10946
Thimble eye nut, 5/8" Guy Grip, Deadend, 3/8" Preformed Guy, Wire, 3/8", Utility Grade B, 10M
Qty 2 1 2 75'
d
Bolt Machine, 5/8" x 12" With Nut Washer Curve, 3-1/4" x 3-1/4" x 1/4", 11/16"
ek
Locknut, 5/8" Sq. Galvanized Regular
2
16M Stock Number
GUY
Material
Item
11454
OVERHEAD
S
10937
du
11276
j
10059
fv
10822
u
10828
Y
10945
ek
GUY
Material
Item
10825
OVERHEAD
1
Guy Attachment w/ Roller #SF-CLR-6 Links Connecting, 1/4" x 1-3/4" x 9-1/2" Screw, Lag-Fetter, 1/2" x 4" Band, Pole, 4-way, Range, 7" - 12" Diameter Guy, Grip, Deadend, 7/16" Guy, Wire, 7/16", Utility, Grade B, 18M Locknut, 3/4" Sq. Galvanized Regular
Qty 2 2 8 2
st
2 75' 1 16
TITLE:
Secondary 10M and 16M Overhead Guys DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
E1.01, E2.01/DE4-1
10M
OVERHEAD
GUY
(E1.01W)
ab 9"
9" y u
d,ek
dy
u
w
Fill
in
extra
space with standard or
lock
nuts
nuts
h
if required.
16M
OVERHEAD
GUY
y
9"
fv
j
ek
(E2.01W)
u
u
w
s
9"
ek
du
h 10M Stock Number 11454 10153 10880
dy w
10946
ek
11578
d
10823
u
10827
2
Guy Grip, Deadend, 3/8" Preformed Guy, Wire, 3/8", Utility Grade B, 10M
75'
10880
w
10059
fv
10945
ek S
j
10937
du
10822
u
10828
y
OVERHEAD
1 1 2
GUY
Material
Item
10825
1 1
Washer Curve, 3-1/4" x 3-1/4" x 1/4", 11/16"
y
11296
Qty
Thimble eye nut, 5/8" Bolt, shoulder eye, 5/8" x 10" Insulator, Guy Strain, Fiberglass 10FT. Locknut, 5/8" Sq. Galvanized Regular
16M Stock Number
GUY
Material
Item ab
OVERHEAD
Qty
Insulator, Guy Strain, Fiberglass 10FT. Band, Pole, 4-way, Range, 7" - 12" Diameter Locknut, 3/4" Sq. Galvanized Regular Guy Attachment w/ Roller #SF-CLR-6 Screw, Lag-Fetter, 1/2" x 4" Link, Connecting, 1/4" x 1-3/4" x 9-1/2" Guy Grip, Deadend, 7/16" Guy Wire, 7/16", Utility Grade B, 18M
1 2
st
16 2 8 4 2 75'
TITLE:
Primary 10M and 16M Overhead Guys DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
E1.01W, E2.01W/DE4-1A
Index G Anchor Assembly Units New RUS I.D. Assemblies
Old RUS I.D. Assemblies E3-10
Drawing Title (Description) Guy Marker
F1.10
F1-2
Line Anchor Assemblies – Distribution
F3.10
F1-2P
Line Anchor Assemblies – Distribution (10M & 16M)
F3.16
F1-3P
16M Cross Plate Anchor Assembly
F6.10
F1-3S
Screw Anchor Assembly
F5.3
F5-3
Rock Anchor Assemblies
F3.25
TA-3
24M Cross Plate Anchor Assembly
NOTES:
1.
2.
Guy markers are installed for public safety. Guy markers should be
installed
wherever
vehicular or pedestrian traffic is anticipated.
Stock Number
Material
Item at
10824
Guy, Guard, Yellow Plastic, 8 FT.
TITLE:
DRAWN BY:
Qty
Guy Marker APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
1
DATE:
DATE:
E3-10
Note: is
Anchor Eye
field
staked.
Approx. 65" for 8'-0" rod
6"
SIDE VIEW
45°
Install unexpanded anchor cone with rod into
the drilled hole, once the anchor is set inside
the hole expand the anchor cone. The anchor cone's all eight blades will wedge into the undisturbed earth. Expanding and Tamping bar
-
tool
is
TOP
used
in
this
installation.
VIEW
Dig a 9" hole to install anchor assembly Stock Number
Material
Item
11117
Z
11234
X
10290
ck
11237
x
10311
ck
Quan
Anchor Expanding, 10M Rod, Anchor, 5/8" x 8' Single Eye Clamp, one eye, anchor bonding Alternate
1 1 1
Material
Rod, Anchor, 5/8" x 8' Twin Eye Clamp, twin eye, anchor bonding
1 1
TITLE:
Line Anchor Assemblies - Distribution DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/03/06
N.T.S. DATE:
DATE:
F1.10/F1-2
Hole
Approx. 61" for 8'-0" rod
diameter
Note: is
Anchor Eye
field
staked.
18"
Approx. 65" for 8'-0" rod
6"
SIDE VIEW
45°
x
z
Allow
soil
bottom
tamped fill
two
from
rod
feet
of
trench anchor
to
fall
hole.
into
Hold
rod in place so that anchor is against firm earth at correct depth and side of hole while soil is being well tamped below and around the anchor. Tamp well, all soil in hole and trench.
TOP
VIEW
Dig a trench for rod so that rod slopes toward guy attachment on pole. Stock Number
Material
Item
11117
Z
Plate, Cross, Anchor, 16 M, 5/8 - 3/4 Rod
1
11234
X
1
10290
ck
Rod, Anchor, Single Eye, 5/8" x 8' Clamp, Bonding, Anchor, One eye
11237
x
10311
ck
Alternate
TITLE:
DRAWN
Qty
1
Material
Rod, Anchor, Twin Eye, 5/8" x 8' Clamp, Guy, Bonding, 5/8" Twin eye
1 1
Line Anchor Assemblies - Distribution (10M & 16M) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
F3.10/F1-2P
*
Approx. 61" for 8'-0" rod 18"
Approximate after
Diameter
strain
is applied.
6"
/// |||
///
///
|||
45°
///
|||
X
///
|||
///
|||
|||
///
///
|||
L e
|||
g
///
n
Z
|||
h
///
t
///
f
o
|||
///
|||
d
o
R
///
///
|||
|||
///
///
|||
///
///
|||
|||
///
|||
TOP
Fill and tamp well after
strain
is
applied. F1-3P PLATE
|||
|||
*
Hole
Tamped Backfill
VIEW
Dig a trench for rod so that rod slopes toward guy attachment on pole. Apply tension to anchor eye while backfilling.
NOTE:
Projection of anchor rod above earth may be increased to a maximum 12" in cultivated fields or other locations where necessary to prevent burying the rod eye. Stock Number
Material
Item
Qty
11117
Z
Plate, Cross, Anchor, 16M, 5/8 - 3/4 Rod
1
11236
X
1
10311
ck
Rod, Anchor, 3/4" x 8' Twin Eye Clamp, Guy, Bonding, 5/8" Twin eye
1
TITLE:
16M Cross Plate Anchor Assembly DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
F3.16/F1-3P
Approximate after
Normally 45°
strain
is applied.
6"
X
n
e
L h
t
g
Z
f
o d
o
R F1-3S SCREW
Double Eye Nut
Rod with coupling
NOTE:
Projection of anchor rod above earth may be increased to a maximum 12" in cultivated fields or other locations where necessary to prevent burying the rod eye.
Stock Number
Catalog
Material
Item
Number
Quan
Rods with Eye Nuts/Couplings D-753
1 /2
C
X
D-6562-A
X
D-75-D
X
D-184-8
X
D-1104-8
X
D-2464-8
X
D-244-8
X
1
3/4" X 42" Extension Rod with Coupling 3/4" or 1" Double Eye Nut 3/4" X 7' Rod with Double Eye Nut
1 1
Helix Assembly 1 8" Helix Assembly, tapped for 3/4" Rod 1 10" Helix Assembly, Tapped for 3/4" Rod 4" & 6" X 2'-4" Twin Helix Assy for 3/4" Rod 1 4" & 4" X 2'-4", Twin Helix Assy for 3/4" Rod1
Alternate ck
10311
Materials 1
Clamp, double eye, anchor bonding
TITLE:
Screw Anchor Assembly DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
F6.10/F1-3S
45° 6"
APPLY
GROUT
WHEN
SPECIFIED
X 18"
EARTH
SOLID
Min.
ROCK
NOTES:
1. Only one guy shall be attached to a rock anchor. Where more than one guy is required space anchors 2 ft. minimum and where practical they shall be in direct line with pole. 2. Do not anchor to any boulder measuring less than 5 ft. in two directions at right angles to each other. 3. Length of rod may vary depending upon depth where solid rock
is
encountered.
4. A grout mixture may be applied to enhance holding power when longer anchor rods are installed. Ready Mix Concrete
Stock Number
Material
Item
11233
X
10310
ck
Qty 1
Rod, Anchor, Rock, 3-Eye, 3/4" x 60" Clamp, Guy, Bonding, 3/4" 3-Eye
1
TITLE:
Rock Anchor Assemblies DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
F5.3/F5-3
Note: Anchor Eye is
field
staked.
Approx. 61" for 8'-0" rod
*
2'-0"
Approximate after
Diameter
strain
is applied.
6"
/// |||
///
///
|||
45°
///
|||
X
///
|||
///
|||
|||
///
///
|||
|||
///
g
n
e
L
Z
|||
h
///
t
///
f
o
|||
|||
d
o
///
R
///
///
|||
|||
///
///
|||
///
///
|||
|||
///
|||
TOP
Fill and tamp well after
strain
is
applied. F1-3P PLATE
|||
|||
*
Hole
Tamped Backfill
VIEW
Dig a trench for rod so that rod slopes toward guy attachment on pole. Apply tension to anchor eye while backfilling.
NOTE:
Projection of anchor rod above earth may be increased to a maximum 12" in cultivated fields or other locations where necessary to prevent burying the rod eye. Stock Number
Material
Item
Qty
11118
Z
Plate, Cross, Anchor, Trans. 24"
1
11236
X
1
10311
ck
Rod, Anchor, Twin Eye, 3/4" x 8' Clamp, Guy, Bonding, 5/8" Twin eye
N.I.S.
z
1
Material 1
Rod, Anchor, Twin Eye, 1" x 8'
TITLE:
24M Cross Plate Anchor Assembly DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
F3.25/TA-3
Index H Service Assembly Units New RUS I.D. Assemblies
Old RUS I.D. Assemblies K4
K4
Drawing Title (Description) Service Entrance Requirements (M8-1/K4.2G, M8-2/K4.2G, and M8-3/K4.3G, Page 1 of 2) Service Entrance Requirements (M8-1/K4.2G, M8-2/K4.2G, and M8-3/K4.3G, Page 2 of 2)
K4_LR
Mast Type Service Entrance Requirements (K4.2G, Page 1 of 2)
K4_LR
Mast Type Service Entrance Requirements (K4.2G, Page 2 of 2)
K4_PM
Pole Type Service Entrance Requirements (K4.3G, Page 1 of 2)
K4_PM
Pole Type Service Entrance Requirements (K4.3G, Page 2 of 2)
K4.2G
M8-1
Service Entrance Requirements – Meter Loop on House with a Low Roof
K4.2GA
M8-2
Service Entrance Requirements – Meter Loop on House with a High Roof
K4.3G
M8-3
Service Entrance Requirements – Pole Mounted Meter Loop – 100 Amps
K4.3G
M8-3
Service Entrance Requirements – Pole Mounted Meter Loop – 100 Amps
K4.3G
M8-3
Service Entrance Requirements – Pole Mounted Meter Loop- 200 Amps
K4.3G
M8-3
Service Entrance Requirements – Pole Mounted Meter Loop – 200 Amps
M8-3(M)
Materials for a 100 Amp Meter Loop
M8-4
Electrical Service Requirements – Meter Locations
M8-5
Service Entrance Requirements – Mast Riser Information
SERVICE
1.
ENTRANCE
REQUIREMENTS
Service attachment height shall be in accordance with the latest
edition of the National Electrical Code (ANSI-C1). Ariticle 230.24, the
National Electrical Safety Code (ANSI-C2), Section 232, and the Navajo Tribal Utility Authority Requirements (12 feet above final grade minimum). with 1A.
Service no
1B.
The location
of
the
service
entrance
shall be
shall be
no less
than 18" above
coordinated
NTUA. attachment
more
than
48" above
roof level and
roof level.
If Mast riser is used for support of the service drop conductors it shall be of adequate strength; or be supported by braces; or guys to withstand safely the strain imposed by the service drop (NEC Article 230.28) Lag screws are not allowed to secure anchoring devices.
1C.
If the building is used to support the service drop conductors, the anchoring bolt or device shall be of adequate strength to withstand the strain imposed by the service drop. House knobs or lags screws are not allowed as anchoring devices.
1D.
Poles used to support the service drop conductor shall meet AWPA/ WQC and RUS specifications for framing and perservative treatment. Poles must be of adequate strength to withstand safely the strain imposed by service drop. NTUA will supply the rack deadend assembly to be mounted on the pole. No green poles. Birthmarks required.
2.
Conductor leads
shall extend
at least 18" from
the
weatherhead.
Neutral conductor shall be the same size as phase conductors and properly identified per NEC Article 310.12. Conductors shall be sized in accordance with NEC Tables 310.16 through 310.19 and exception note 310.15(B)(6) for residential applications. All leads will be copper and insulation temparature rating is no less than 75°C. 3.
Mast riser shall be of approved material (See NEC Articles 342, 344, 352, and 358). Minimum size recommended: 2" for 100 amp service on wall, 1-1/4" for pole mounted meter loops. Conduits 2" and larger will require a stand-off bracket to support the conduit 6" away from the pole. Joint couplings, condulets, or pull boxes are not permitted between service entrance weatherhead and meter socket, except for pole mounted meterloops, where only joint couplings are permitted.
4.
Meter socket shall be raintight equipment, rated at 100 amp minimum and socket jaws shall be free of foreign material (paint, plaster,
etc.)
The
center
of
the
meter
socket
shall be
at
5'-6" above
final
grade. Service entrance conductors shall have a 3' clearance from all openings (NEC Article 230.9(A),(B),(C)). 5.
Grounding bushings shall be installed to bond the meter socket and service disconnecting means to the grounding system per NEC Article
250.70. TITLE:
Service Entrance Requirements (M8-1/K4.2G, M8-2/K4.2GA, and M8-3/K4.3G, Page 1 of 2) DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
K4
SERVICE
6.
REQUIREMENTS
The service disconnecting means shall be installed outside the building at a readily accessible location nearest the point of entrance of the service
7.
ENTRANCE
conductors
(NEC
Article
230.70(A)).
The bonding of the neutral conductors and grounding system
conductors the
neutral
shall
be in
accordance
conductors.
Make
it
with
a
NEC
Article
continous
250.90.
Don't
cut
run.
8.
All metallic conduits or raceways connected to the meter socket and service disconnecting means shall be bonded per NEC Article 250.92.
9.
The grounding electrode conductor shall be minimum of #6 solid copper for 100 amp, and #4 solid copper for 200 amp, and installed on the load The grounding electrode conductor shall be stapled six center side. inches apart.
10.
The grounding electrode conductor shall be visible and not hidden in If the the wall or under plaster or exterior siding, and stapled. grounding electrode is subject to damage, it can be installed in approved PVC or properly bonded GRC, or IMC conduit.
11.
The grounding electrode shall be installed in accordance with NEC Articles 250.50, 52(A), 52(A)(3).
NTUA recommends the installation of a
copperclad 5/8" X 8' ground rod with a U.L. approved electrical ground "Concrete encased" or Ufer grounds can be used only with rod clamp. Grounding resistance shall be less than prior approval and inspection. 25
ohms.
12.
NOTE:
13.
Mobile home service equipment must be rated not less than 100 amps at 120/240 volts. (NEC Article 550.32) They have to be hardwired
of
the
into
All references to the NEC are based upon the latest edition National
the
meter
Electrical Code.
base
(Permanent).
14.
NOTE: Service pole installation shall be coordinated to insure the location is precise for the mobile home power-supply cord attachment to the meter loop assembly.
15.
Service disconnecting means for ungrounded service conductors should have a manually or power switch or circuit breaker equipped with a (NEC Article 230.76) handle in a event of power failure.
16
Electrical nameplates should be placed near the feeder assembly for connection
information. (NEC
Article
550.11(D))
TITLE:
Service Entrance Requirements (M8-1/K4.2G, M8-2/K4.2GA, and M8-3/K4.3G, Page 2 of 2) DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
K4
NO.
Service Entrance Requirements Meter Loop on House with Low Roof NTUA Drawing No. K4.2G 1.
Service attachment height shall be in accordance with the Navajo Tribal Utility Authority requirements (low point of service cable sag shall not be less than 12 feet above final grade). the riser shall not
extend shall
4
be
feet
above
the
coordinated
roof.
with
The
location
of
the
service
entrance
NTUA.
1a. If a mast riser is used for the support of the service drop conductors, it shall be of adequate strength; or be supported by braces; or guys to withstand safely the strain imposed by the service Lag screws are not allowed to secure drop (NEC Article 230.28). NOTE: Mast riser anchor is required if distance anchoring devices. exceeds
2.
36
inches
Conductor
leads
from
shall
the
roof
extend
at
to
the
least
18
mast
riser
inches
wireholder.
from
the
weather-
head. Neutral conductor shall be of same size as phase conductors Conductors shall be and properly identified per NEC Article 310.12(C). sized
in
accordance
shall be copper. 3.
with
NEC
Tables
310.16
thru
310.19.
Conductors
Insulation temperature rating is no less than 75°C.
Mast riser shall be of approved materials (see NEC Article 342, 344,
352, and 358).
Minimum size recommended 2" GRC/IMC.
Mast
riser shall be strapped to the building with two 2-hole straps. Joint coupling, condulet, or pull boxes are not permitted between service
4.
grade.
8.
meter
socket.
The
center
of
the
meter
socket
shall
be
at
5'-6"
above
final
3' clearance from all openings (NEC Article 230.9(A)(B)(C)).
250.70.
The service disconnecting means shall be installed outside the building at a readily accessible location nearest the point of entrance of
the
7.
and
Grounding bushings shall be installed to bond the meter socket and service disconnecting means to the grounding system pursuant to NEC
Article
6.
weatherhead
Meter socket shall be raintight equipment rated at 100 amp minimum and socket jaws shall be free of foreign material (paint, plaster,
etc.).
5.
entrance
service
conductors
(NEC
Article
230.70(A)).
The bonding of the neutral conductors and grounding system
conductors
shall
be
in
accordance
with
NEC
Article
250.90.
All metallic conduits or raceways connected to the meter socket and service disconnecting means shall be bonded pursuant to NEC Article
250.92.
9.
The grounding electrode conductor shall be minimum of #6 solid copper for 100 amp, and #4 solid copper for 200 amp, and installed on the load center side. The grounding electrode conductor shall be stapled six inches apart.
TITLE:
DRAWN
Mast Type Service Entrance Requirements (K4.2G, Page 1 of 2) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
K4_LR
10.
The grounding electrode conductor shall be visible and not hidden in If the the wall or under plaster or exterior siding, and stapled. grounding electrode is subject to damage, it can be installed in approved PVC or properly bonded GRC, or IMC conduit.
11.
The ground electrode shall be installed in accordance with NEC NTUA recommends the installation of a copperArticle 250.53(C). clad 5/8" x 8' ground rod with a U.L. approved electrical ground rod clamp. Ufer (concrete encased) grounds can be used only with prior approval and an NTUA inspector on-site to monitor and accept installation.
12.
Service disconnecting means for ungrounded service conductors should have a manually or power or circuit breaker equipped with a handle in a event of power failure. (NEC Article 230.76)
13.
Electrical nameplates should be placed near the feeder assembly for connection
information. (NEC
Article
550.11(D))
NOTE: all reference to the NEC are based upon the 2005 Edition of
TITLE:
DRAWN
the
National
Electrical Code.
Mast Type Service Entrance Requirements (K4.2G, Page 2 of 2) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
K4_LR
Service Entrance Requirements Pole Mounted Meter Loop NTUA Drawing No. K4.3G 1. Service attachment height shall be in accordance with the Navajo Tribal Utility Authority requirements (low point of service cable sag shall not be less than 18 feet above final grade minimum.) Point of attachment
to
weatherhead
entrance
service
shall be
24 inches
maximum. The location
coordinated
with
of
the
NTUA.
1A. Poles used to support the mast riser shall meet AWPA and RUS specifications for framing and perservative treatment. Poles must be of adequate strength to withstand safely the strain imposed by the service drop. NTUA will supply the rack dead-end assembly to be mounted on the pole. No green poles. Birthmarks required. 2.
Conductor leads
shall extend
at least 18 inches
from
the
weather-
head. Neutral conductor shall be of same size as phase conductors and properly identified per NEC Article 310.12(C). Conductors shall be sized in
accordance
with
NEC
Tables
310.16
thru
310.19.
Conductors
shall be copper. Note: No other conductors shall be installed in the same riser. Installation temperature rating is no less than 75°C. 3.
Mast riser shall be of approved materials (see NEC Article 342, 344,
352, and 358).
Minimum sized recommended 1-1/4 inch EMT or GRC
secured with three two-hole straps. Conduits 2" and larger will require a stand-off bracket to support the conduit 6" away from the pole. Joints couplings, condulets, or pull boxes are not permitted between service entrance weatherhead and meter socket,
except for pole mounted meterloops, where only joint couplings are permitted. 4.
Meter socket shall be raintight equipment rated at 100 amp minimum and socket jaws shall be free of foreign material (paint, plaster,
etc.).
The
center
of
the
meter
socket
shall be
at
5
feet
6 inches
above final grade. 5.
Grounding bushings shall be installed to bond the meter socket and service disconnecting means to the grounding system pursuant to NEC
Article
6.
The service disconnecting means shall be installed outside the building at a readily accessible location nearest the point of entrance of
the
7.
250.70.
service
conductors (NEC
Article
230.70(A)).
The bonding of the neutral conductors and grounding system
conductors
shall be in
accordance
with
NEC
Article
250.90.
8.
All metallic conduits or raceways connected to the meter socket and service disconnecting means shall be bonded. (NEC Article 250.92)
9.
The grounding electrode conductor shall be minimum of #6 solid copper for 100 amp and #4 solid copper for 200 amp and installed on the load center side. The grounding electrode conductor shall be stapled six inches apart.
TITLE:
DRAWN BY:
Pole Type Service Entrance Requirements (K4.3G, Page 1 of 2) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
K4_PM
10.
The grounding electrode conductor shall be visible. If the grounding electrode is subject to damage, it can be installed in approved PVC or properly bonded GRC, or IMC conduit.
11.
The ground electrode shall be installed in accordance with NEC Article 250.53(C). NTUA recommends the installation of a copperclad 5/8" x 8' ground rod with a U.L. approved electrical ground rod clamp.
12.
Mobile home service equipment must be rated not less than 100 amps at 120/240 volts. (NEC Article 550.32) They have to be hardwired
into
the
meter
base. (Permanent)
12.
Service pole installation shall be coordinated to insure the location is precise for the mobile home power supply and the meter loop assembly.
13.
The requirements for electrical power supplies to mobile or manufactured homes have changed. 50 AMP power cords are no longer the
norm
for
these
connections. New installations
should
now
be
hardwired, 100 AMPS or as required per load calculation, or
Installation done
to
Manual.
the
The
electrical service
manufacturer
of
the
for
new
homes
home's Installation
must
be
Manual. (Most if
not all will require hardwiring, but check to be sure.) 14.
Service disconnection means for ungrounded service conductors should have a manually or power switch or circuit breaker equipped with a handle in a event of power failure. (NEC Article 230.76)
15.
Electrical nameplates should be placed near the feeder assembly for connection information. (NEC
Article
550.11(D))
NOTE: all reference to the NEC are based upon the 2005 Edition of
TITLE:
DRAWN BY:
the
National Electrical Code.
Pole Type Service Entrance Requirements (K4.3G, Page 2 of 2) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
N.T.S.
DENNYH DATE:
07/03/06
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
K4_PM
Weatherhead
2 Mast
Riser
6"
Wireholder 1
1B
1A
18" Min. 48" Max.
48" Max.
30"
3 12'-0" Min.
to bottom of sag Min. 10'
to drip loop
36"
Window
4
Fixed Pane
Sliding Pane
5
5'-6" ±3"
6 7
9
8
10
11
TITLE:
DRAWN BY:
Service Entrance Requirements - Meter Loop on House with a Low Roof APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
K4.2G/M8-1
Window 1C 6" to 18" Fixed Pane
6"
Sliding Pane
6" to 12"
1 2
36" Min. 3" to
6"
Service Entrance Assembly Window 3
Fixed Pane
Sliding Pane
12'-0" Min.
10'-0" Min.
36" Min.
4
ASSEMBLY
5
6
GROUNDING
7 5'-6" ±3"
8 9 10
36" Min.
11
TITLE:
Service Entrance Requirements - Meter Loop on House with a High Roof DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
K4.2GA/M8-2
1 1a
18" to
24"
2
2
HOLE
STRAPS
3
2
HOLE
STRAPS
4
5 6 7 8
5'-6"±3"
9 10
11
TITLE:
DRAWN BY:
Service Entrance Requirements - Pole Mounted Meter Loop - 100 Amp APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
K4.3G/M8-3
1 1a
18" to
24"
2
3
Trailer or Building 10' Min. 30' Max.
4
5
5'-6"±3"
6 7 8
9 10
11
TITLE:
Service Entrance Requirements - Pole Mounted Meter Loop - 100 Amp DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
K4.3G/M8-3
1 1a
18" to
24"
6" ALUMA-FORM
2
STAND-OFF BRACKET
10' 3
30"
4
5 6 7 8
5'-6"±3"
9 10
11
TITLE:
Service Entrance Requirements - Pole Mounted Meter Loop - 200 Amp DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
K4.3G/M8-3
1 1a
18"
to
24"
2
3
10'
Min.
Trailer or Building
30' Max.
4
5
5'-6"±3"
6 7 8
9 10
11
TITLE:
Service Entrance Requirements - Pole Mounted Meter Loop - 200 Amp DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
K4.3G/M8-3
MATERIALS Stock Number
FOR
ai
10307
aj
10484
p
10891
AMP
METER
LOOP
(POLE
MOUNTED)
Qty
Wire, Copper, #6 Bare Solid Soft Drawn Rod, Ground, Copperweld, 5/8" x 8Ft. Clamp, Ground Rod, Copperweld 5/8" Crimpit, Compression, WR-159, #4-#4 Insulink, #2-#4 ACSR, Burndy #ES2R2W
cj
11651
100
Material
Item
11251
A
p
1-1/4"
EMT
1-1/4"
Weatherhead
10' 1 1 1 2
Conduit
30' 1
1-1/4" Insulted Ground Bushing 1-1/4" EMT Straps (2 Hole) 1-1/4"
2 3 1
Connector
100 Amp Meter Base, Combination 1-1/4" Square "D" Hub Hub to match manufacturing type White Electrical Tape #2
TW
Wire
-
20
FT.
#2
TW
Wire
-
40
FT.
1 1 1
(White)
Add
for
25'
feeder
into
trailer
feeder
into
trailer
50'
(Black) Add
for
100 Amp Main Circuit Breaker
ADD 2"
FOR PVC
URD
TO
CONDUIT
HOUSE
(CUSTOMER
SCHEDULE
40
OWN
SUN
1
SECONDARY)
LIGHT
RESISTANCE
2" PVC COUPLING, QUANTITY DEPENDS ON PIPE LENGTH 2"
X
2"
ADAPTER
FOR
90°
LONG
METER
SWEEP
ELBOW
TO
EMT
LOOP
ON
RESIDENTIAL
2"
GALVANIZED
2"
WEATHERHEAD
2"
INSULATED
BONDING
W/
LUG
GROUND
RIGID
2"
STRAPS
(2
2"
SQUARE
"D"
OR
SCHEDULE
PVC
40
GRC
EA.
1
EA.
HOUSING
CONDUIT
(SERVICE
2
10FT.
MAST)
BUSHING
HOLE) HUB
1
EA.
1
EA.
2
EA.
2
EA.
TITLE:
MATERIALS DRAWN
BY:
APPROVED
ENGINEERING
FOR
APPROVED
SAFETY
A
100
AMP
07/03/06
LOOP
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
METER
APPROVED
DATE:
DATE:
DATE:
DRAWING
NO.
M8-3(M)
ELECTRIC
AND
GAS
METER
SEPARATION
ELECTRIC
ELECTRIC
PANEL
PANEL
36" Min.
36" Min.
63" Min. 69" Max.
GROUND
LINE
NOTE:
1. 2.
Size and dimensions of panels will vary. Maintain 3' clear and level working space in front of electric
meters.
TITLE:
Electrical Service Requirements - Meter Locations DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/03/06
N.T.S. DATE:
DATE:
M8-4
3/8" Lock Washer
Weatherhead
Nut
1/4" X Blade Mast
1" Steel
Strap
Riser
Wireholder
Mast
Riser
Wireholder 18"
Min.
48" Max. 48"
3/8" Bolt
Max.
Nut 2
X
4
Flash Plate
Washer
3/8" Bolt
12'-0"
Min.
10' to Drip Loop Nut Washer 2
x
4
±3"
5'-6"
Deflection
Test Objective: To determine the relative capabilities of IMC and GRC for use as service mast risers supporting horizontal service drop conductors. Description of tests:
L
Different lengths
of each of three trade sizes (2",2-1/2", and
3")
of
IMC in
restrained
and
the
GRC
were
Tinius
mounted
Olsen
and
Machine.
A
gradual force was applied at a rate of less than 0.1 inch per minute and measurements
made
of
the
total
deflection
and
permanent deflection at each of several loads.
Three
size sample. and
are
tests
were
made
on
Cantilever
Trade
Length
Size
each
The results were averaged
listed
in
Table
1.
46"
What test results mean: The Navajo Tribal Utility Authority recommends that the
trade
size
used
for
a
mast
riser
be
of adequate strength to withstand the force imposed by the service drop that will
result
in
not
more
than
1
inch
64"
70"
of
permanent deflection of the mast riser.
Force At
in
Pounds
1/4"
to
Obtain
Permanent
At 1/2"
Deflection At 1"
IMC
GRC
IMC
GRC
IMC
GRC
2"
461
398
516
426
550
443
2-1/2"
1029
905
1163
944
1267
991
3"
1471
1479
1626
1550
1719
1625 342
2"
318
310
342
326
363
2-1/2"
777
630
857
649
921
669
3"
967
944
1073
1013
1057
1058 294
2"
270
262
300
283
323
2-1/2"
736
579
787
601
816
623
3"
904
923
1000
975
1086
1009
TITLE:
Service Entrance Requirements - Mast Riser Information DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
M8-5
Index I Transformer Assembly Units New RUS I.D. Assemblies VG1.2A
Old RUS I.D. Assemblies VG-105A
VG1.2
VG-105
CSP Transformer on Single Phase Tangent Pole with Open Secondary
VG1.3A
VG-106A
CSP Transformer on Single Phase Deadend Pole
VG1.3
VG-106
CSP Transformer on Single Phase Deadend Pole with Open Secondary
VG1.2B
VG-136
CSP Transformer on Three Phase Tangent Pole
OC136
Conventional Transformer on Three Phase OC1 Structure
DVG2
VG-200
2 Transformers, Cluster Mounted (Conventional)
VG2
VG-210
Three Phase – Two Transformers (Tangent)
VG2M
VG-210(M)
Three Phase – Two Transformers (Tangent)Materials
VG2A
VG-210A
Three Phase – Two Transformer (Deadend)
VG2AM
VG-210A(M)
Three Phase – Three Transformer (Deadend)
Drawing Title (Description) CSP Transformer on Single Phase Tangent Pole
DVG3
VG-300
3 Transformer, Cluster Mounted (Tangent) (Conventional)
VG3A
VG-310A
Three Phase – Deadend Crossarm Construction
VG3AM
VG-310A(M)
Three Phase – Three Transformer Dead End Construction – Materials
Xfmr-dd1
Three Phase Delta for 120/240 Volt Service. Alternative Connection - 180° Angular Displacement
Xfmr-dd2
Three Phase Open Delta for 120/240 Volt Service. Alternative Connection - 180° Angular Displacement
Xfmr-dd3
Three Phase Open Delta for 240 Volt Service. Alternative Connection - 180° Angular Displacement
Xfmr-Y1
Three-Phase Wye-Delta for 120/240-Volt Service. Alternative Connection--210° Angular Displacement
Xfmr-Y2
Three-Phase Wye-Delta for 240-Volt Service. Alternative Connection--210° Angular Displacement (Continue)
(Continue) New RUS I.D. Assemblies
Old RUS I.D. Assemblies
G1.1GA
1-CONV
Single-Phase for 120/240-Volt Service
G1.1GB
1-CSP
Single-Phase for 120/240-Volt Service
G3.3G
Xfmr-yy1
Three Phase Wye-Wye for 120/240Y-Volt Service. Standard Connection--0° Angular Displacement
Xfmr-dy1
Three Phase Delta Wye for 120/208Y Volt Service. Alternative Connection - 210° Angular Displacement
G3.1G
Xfmr-yd1
Three Phase Wye-Delta for 240-Volt Service. Alternative Connection - 210° Angular Displacement
G3.2G
Xfmr-yd2
Three Phase Wye-Delta for 120/240-Volt Service. Alternative Connection - 210° Angular Displacement
G2.1G
Xfmr-yd3
Three Phase Open-Wye Open-Delta for 240-Volt Service. Alternative Connection - 210° Angular Displacement.
G2.1GA
Xfmr-yd4
Three Phase Open-Wye Open-Delta for 120/240-Volt Service. Alternative Connection--210° Angular Displacement.
MATLIST1
Materials for Transformer Secondary Connection
MATLIST2
Materials for Transformer Secondary Connection
Drawing Title (Description)
Dimension
"X"
Value
Table
STRUCTURE
X
Values
VG1.2A
(Rural)
X
=
49"
DVG1.2A
(Urban)
X
=
69"
Note: See grounding loop drawings for details of transformer secondary and primary grounding connection.
45°
ap-bv
av
X p an
Neutral
12" p
p
cj
cj p
Number Stock
11622
ap av
bv
10125
c
11599
d
10946
ek
10891
p
10483 11647 11651
Material
Item
10816
10497
TSC
TSC
an
10312
c,d,ek
p p
cj cj
Qty
Transformer
1
Clamp, Hot Line, #4-4/0 ACSR, #S1530AC Wire, #4 THHN, Stranded Copper Red
1 8'
Guard, Line, #4 ACSR Preformed, #MG-0127 Bolt, Machine, 5/8" X 12" With Nut
1
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Insulink #2 - #4 ACSR, Burndy #ES2R2W Crimpit, Copper Blackburn #CF-44 Crimpit, Compression, WR-189, #2-#2 Wire, Copper, #4 Bare Solid Soft Drawn Wire, Copper, #6 Bare Solid Soft Drawn Crimpit, Copper #6 C-Type, Burndy #YC4C6
2
2 2 3 3 1 8' 8'
10494
p
10817
bv
Guard, Line, 1/0 ACSR Preformed, #MG-0135
1
11631
av
6'
10893
Wire, 1/0 THHN Copper Black Stranded
p
Alternate
3
Materials
3
Insulink, 1/0 - 1/0 ACSR
TITLE:
CSP Transformer on Single Phase Tangent Pole DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
VG1.2A/VG-105A
Dimension
"X"
Value
Table
STRUCTURE
X
Values
VG1.2
(Rural)
X
=
54"
DVG1.2
(Urban)
X
=
69"
Note:See grounding loop drawings for details of transformer secondary and primary grounding connection. 45°
ap-bv
4"
av
8"
2'-6" p
1/0 Neutral
X
12" 1'-6"
cj
1/0 p
an
1'-6" p
Stock Number
1/0
11622
av
bv
10125
c
11599
d
10946
ek
10497
p
11647
cj
11631
av
10486
p
bv
1 6'
Guard, Line, #4 ACSR Preformed, #MG-0127 Bolt, Machine, 5/8" X 12" With Nut
1
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Galvanized Regular Crimpit, Copper, Blackburn #CF-44 Wire, Copper, #4 Bare Solid, Soft Drawn Wire, 1/0 THHN, Copper Black Stranded Crimpit, Compression, WR-259, 1/0-1/0
2
Alternate 10817
1
Clamp, Hotline, #4-4/0 ACSR, #S1530AC Wire, #4 THHN Stranded Copper Red
ap
10816
Qty
Transformer
an
10312
Material
Item
2 2 3 8' 8' 3
Materials 1
Guard, Line, 1/0 ACSR Preformed, #MG-0135
TITLE:
CSP Transformer on Single Phase Tangent Pole with Open Secondary DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VG1.2/VG-105
Section
X
-
X
Dimension
"X"
Value
Table
STRUCTURE
X
Values
VG1.3A
(Rural)
X
=
64.5"
DVG1.3A
(Urban)
X
=
69"
Note: See grounding loop drawings for details of transformer seconday and primary grounding connection.
45°
ap,bv
9"
av
X
X
4'
X
p 12"
p p
p
an
av
TSC
Stock Number 10312 11622
ap av
10816
bv
10125
c
11599
d
10946
ek
10892
p
10488 11647 10494
cj p
av
bv
10893
p
Qty
Transformer
1
Clamp, Hot Line, #4-4/0 ACSR, #S1530AC Wire, #4 THHN, Stranded Copper Red
1 13' 1 2
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular
2
Insulink, #4 - #4 ACSR #ES2W2W
3
Crimpit, Compression 1/0-#4 ACSR Wire, Copper, #4 Bare Solid Soft Drawn Crimpit, Copper, #6 C-Type Burndy #YC4C6
3
Alternate 11631
TSC
Guard, Line, #4 ACSR Preformed MG-0127 Bolt, Machine, 5/8" X 12" With Nut
p
10817
20"
Material
Item an
c,d,ek
cj
2
8' 3
Materials 6'
Wire, 1/0 THHN, Copper Black Stranded
1
Guard, Line, 1/0 ACSR Preformed #MG-0135 Insulink, 1/0 - 1/0 ACSR
3
TITLE:
CSP Transformer on Single Phase Dead End Pole DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
VG1.3A/VG-106A
Section
X
-
X Dimension
"X"
Value
Table
STRUCTURE
X
Values
VG1.3
(Rural)
X
=
69"
DVG1.3
(Urban)
X
=
69"
Note: See grounding loop drawings for details of transfomer secondary and primary grounding connection.
45°
ap,bv
av
X
9"
4'
X
p
cj
12"
av
18"
p
an
p
18"
c,d,ek
Stock Number
an
10312 11622
ap av
10816
bv
10125
c
11599
d
10946
ek
10494
p
11647
Material
Item
cj
11631
av
10486
p
Transformer
1
Clamp, Hot Line, #4-4/0 ACSR, #S1530AC Wire, #4 THHN, Stranded Copper Red
1
Guard, Line, #4 ACSR Preformed #MG-0127
1
Bolt, Machine, 5/8" X 12" With Nut
2
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Crimpit, Copper, #6 C-Type Burndy #YC4C6 Wire, Copper, #4 Bare Solid Soft Drawn Wire, 1/0 THHN, Copper Black Stranded Crimpit, Compression, WR-259, 1/0-1/0
2
Alternate 10817
bv
Qty
6'
2 3 8' 8' 3
Materials 1
Guard, Line, 1/0 ACSR Preformed #MG-0135
TITLE:
CSP Transformer on Single Phase Dead End Pole with Open Secondary DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
VG1.3/VG-106
Dimension
"X"
Value
Table
STRUCTURE
X
Values
VG1.2B
(Rural)
X
=
54"
DVG1.2B
(Urban)
X
=
69"
NOTES:
1.
45°
2.
See grounding loop drawings for
details
of
transformer
secondary and primary grounding connections. Reverse
for
connection
to
other outer phase.
ap
ap-bv av
See
Note
X
2.
p Neutral
p 12" p
cj
c,d,ek an
6"
TSC
Stock Number
10312
ap
11622
av
10816
bv
10125
c
11599
d
10946
ek
10497
p
10483
p
11647
cj
10891
p
11631
av
bv
TSC
p
Qty
Transformer
1
Clamp, Hot Line, #4-4/0 ACSR, #S1530AC Wire, #4 THHN, Stranded Copper Red
1 8'
Guard, Line, #4 ACSR Preformed, #MG-0127 Bolt, Machine, 5/8" X 12" With Nut
1
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Crimpit, Copper, Blackburn #CF-44 Crimpit, Compression, WR-189, #2-#2 Wire, Copper, #4 Bare Solid Soft Drawn Insulink, #2-#4 ACSR, Burndy #ES2R2W
2
Alternate
10817
min.
Material
Item an
p
cj
p
2 2 2 1 8' 3
Materials 6'
Wire, 1/0 THHN, Copper Black Stranded
1
Guard, Line, 1/0 ACSR Preformed, #MG-0135
TITLE:
CSP Transformer on Three Phase Tangent Pole DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
VG1.2B/VG-136
Section
Shield
Wire/OH
B-B PLAN
Neutral Wood Moulding
p
Pole Section
Ground
A-A
10'-0" 56"
4"
ap-bv
19"
37"
4" 22"
C H A N
ae
C E
ax
Neutral
12"
c,d,ek
an
TSC
SIDE
11622
ap
Clamp, Hotline, #4-4/0 ACSR, #S1530AC Wire, #4 THHN Stranded Copper Red
10125
c
11599
d
10946
ek
10488
p p
cj
11647 10508
ax
10043
ae
10892
1
Transformer
10820
10483
Qty
an
aq bv
=
Material
Item
10312
NSI
ELEVATION
VIEW
Stock Number
p
Non-Stock
1 15' 1
Guard, Line, 4/0 ACSR Preformed #MR-0141 Bolt, Machine, 5/8" X 12" With Nut
2 2
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Crimpit, Compression, 1/0-#4 ACSR Crimpit, Compression, WR-189, #2-#2 Wire, Copper, #4 Bare Solid Soft Drawn Cutout, Fuse 15/26 kV 100 Amp Dist. Arrester Dist. Lightning 18 KV HD Insulink, #4-#4 ACSR Burndy #ES2W2W
2 2 1 8' 1 1 3
Item
TITLE:
Conventional DRAWN
BY:
APPROVED
ENGINEERING
Transformer APPROVED
SAFETY
on
Three
Phase
APPROVED
07/03/06
Structure SCALE
N.T.S.
DENNYH DATE:
OC1
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
OC136
SECTION
A
-
A source
To
6"
6"
fuse
cutout
SECTION
C
-
C
8'-0" A
A
B
bv,ap 18"
2' C
36"
C
Neutral
B
ae
ax
C H A N C E
bi
cj
p
60" av
Mounting Hole for Cluster p
Stock
Number
Item
10043
ae
10508
ax
10976
dm
j
11276 11622
av
10816
bv
10312
ap
10484
p
cj
11647 10946
ek
11907
bi
10817
bv
Note:
j
Mount
Ground Mount
DRAWN BY:
07/03/06
B
-
B
Quantity 2 2
Mount, Cluster, 3-50 kVA Transformer
1
Screw, Lag-Fetter, 1/2" X 4" Wire #4 THHN, Stranded Copper Red
3
Guard, Line, #4 ACSR, Preformed #MG-0127
2
Clamp, Hotline, #4-4/0 ACSR, #S1530AC Crimpit, Compression, WR-159, #4-#4 Wire, Copper, #4 Bare Solid, Soft Drawn Locknut, 5/8" Sq. Galvanized Regular
2
Gain, Shelf
36'
5 20' 4 1
Material
Guard, Line, 1/0 ACSR, Preformed #MG-0135
2
2 Transformers, Cluster Mounted (Conventional) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
Section
Material Arrester, Dist. Lightning, 18 kV HD Cutout, Fuse, 15/26 kV, 100 Amp Dist.
Alternate
TITLE:
Cluster
DATE:
DATE:
DVG2/VG-200
SECTION 4"
X
-
X
Gain, Shelf dm
8"
6"
j
10" 3-5/8"
4"
4" 3'-8"
3'-8"
ap-bv
2'-0" av
Neutral
4"
4" 44"
44" 2'-0"
c,d,ek
6" g
ax
C H A N
bi
C E
Gain
p
Shelf
55"
X
X
dm
cj Note:
TITLE:
DRAWN
Ground
Cluster
Mount
Three Phase - Two Transformer (Tangent) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
VG2/VG-210
Stock Number 10503 11907
g bi
10125
c
10126
c
10112
c
11596
d
11599
d
10946
ek
10508
ax
10976
dm
10816
bv
10312 10488 11276 11622 11647 10043
Material
Item
ap p
j av
cj ae
Crossarm, 3-3/4" X 4-3/4" Gain, Shelf,for Braceless Bolt, Machine, 5/8" X 12" Bolt, Machine, 5/8" X 14"
bv
TITLE:
DRAWN
X 8'-0" Crossarms With Nut With Nut
1 1 1 2
Bolt, Double Arming, 5/8" X 18"
1
Washer, Round, 1-3/8" OD 9/16"
2
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Cutout, Fuse 15/26 KV, 100 Amp Dist.
4 4 2
Mount, Cluster, 3-50KVA Transformer Guard, Line, #4 ACSR Preformed #MG-0127
1 2
Clamp, Hot Line, #4-4/0 ACSR, #S1530AC Crimpit, Compression, 1/0-#4 ACSR Screw, Lag-Fetter, 1/2" X 4" Wire #4 THHN Stranded Copper Red Wire, Copper, #4 Bare Solid Soft Drawn Arrester Dist. Lightnig 18 KV HD Alternate
10817
Qty
2 5 3 30' 20' 2
Material 2
Guard, Line, 1/0 ACSR Preformed #MG-0135
Three Phase - Two Transformer (Tangent) - Materials BY:
APPROVED ENGINEERING
APPROVED
DATE:
DATE:
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
VG2M/ VG-210(M)
DRAWING NO.
dm
n,d,ek
j
k
Guy
SECTION
"X
-
X" aa
l 10"
Gain, Shelf Alternative
8"
6"
n,d,ek
Insulator
for "VC5.21", Use NTUA Item
#
10879
k
3-5/8"
4"
Plan
4"
3'-8"
4"
3'-8"
ap-bv
k
n,d,ek
aa,ek av
Neutral
4' 4"
44"
44"
4" ae
s
6" ax C H
bi
A N C E
Gain
p
Shelf
60".
X
X
Note: Ground dm
cj
TITLE:
DRAWN BY:
Cluster
Three Phase - Two Transformer (Deadend) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
Mount
Add: Oval Eye Bolt to center phase.
DATE:
DATE:
VG2A/
VG-210A
Stock Number 10503 11907
g bi
10125
c
10126
c
10121
c
11596
d
11599
d
10946
ek
10508
ax
10976
dm
10816
bv
10312
ap
10488 11276 11622 11647 10043
Material
Item
cj ae
s
10884
cm
10114
n
Alternate 10817
bv
10975
dm
07/03/06
2 12 10 2 1 2 3 6 3 45' 25' 2 4 1 1 3
Material 3 1
Three Phase - Two Transformer (Deadend) - Materials APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
2
Guard, Line, 1/0 ACSR Preformed #MG-0135 Mount, Cluster, 3-100 KVA Transformer
TITLE:
DRAWN BY:
1
Clamp, Hot Line, #4 - 4/0 ACSR, #S1530AC Crimpit, Compression, 1/0 - #4 ACSR Screw, Lag-Fetter, 1/2" X 4" Wire #4 THHN Stranded, Copper, Red Wire, Copper, #4 Bare Solid Soft Drawn Arrester, Dist. Lightning, 18kV HD Nut, Oval Eye, Round 5/8" Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3" Bolt, Double Arming, 5/8" X 22"
av
10335
1
Mount, Cluster, 3-50KVA Transformer Guard, Line, #4 ACSR Preformed #MG-0127
j
aa
3 1
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Cutout, Fuse 15/26 KV 100 Amp Dist.
p
11071
Qty
Crossarm, 3-3/4" X 4-3/4" X 8' Dist. Gain, Shelf,for Braceless Crossarms Bolt, Machine, 5/8" X 12" With Nut Bolt, Machine, 5/8" X 14" With Nut Bolt, Machine, 1/2" X 8" Washer, Round, 1-3/8" OD 9/16"
DATE:
DATE:
VG2AM/ VG-210A(M)
SECTION
"A
-
A"
SECTION
"B
-
B"
bv 12" 8'-0" C
av
ap/bv
A
A 18"
2'
p
36"
Neutral ae
If required C H A N C E
bi 60"
p
dm
cj
Note: Ground Cluster Mount
C Section
Stock
Number
Item
10976
dm
10043
ae
10508
ax
10816
bv
10312
ap
C
-
C
Material
Qty
Mount, Cluster, 3-50 kVA Transformer
1
Arrester, Dist. Lightning 18 kV HD Cutout, Fuse, 15/26 kV, 100 Amp Dist.
3 3
Guard, Line, #4 ACSR, Preformed #MG-0127
3 3
10946
p ek
Clamp, Hotline, #4-4/0 ACSR, #S1530AC Crimpit, Compression, WR-189, #2-#2 Wire, Copper, #4, Bare Solid, Soft Drawn Wire, #4 THHN, Stranded Copper Red Crimpit, Compression, WR-159, #4-#4 Locknut, 5/8" Sq. Galvanized Regular
10975
dm
H.D.
10483
p
11647
av
11622
av
10484
1 25' 45' 5 6
Alternate
TITLE:
DRAWN BY:
Cluster
Mount
3 Transformers, Cluster Mounted (Tangent) (Conventional) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
1
Transformer
DATE:
DATE:
DVG3/VG-300
Gain, Shelf
SECTION
"X
-
X"
Note:
dm
Neutral.
4"
6"
3'-6"
and
Add eye nut
D.E.
Shoe
6"
3'-6"
bv,ap
12"
22"
av
4'-0"
22"
4"
4"
44" g
Neutral
6"
c,d,ek
ax
Note
A N CE
bi
X
dm
Note:
See CH
60"
X
for
Ground
cj
Cluster
Mount
TITLE:
Three Phase - Dead End Crossarm Construction DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
VG3A/
VG-310A
Number 11647 10503
Material
Item
11907
g bi
10126
c
10125
c
10112
n
10043
ae
11599
d
10946
ek
10976
dm
10508
ax
10816
bv
10312
ap
Qty
Wire, Copper, #4 Bare Solid Soft Drawn
cj
Crossarm, 3-3/4" X 4-3/4" X 8' Dist. Gain, Shelf, for Braceless Crossarms Bolt, Machine, 5/8" X 14" With Nut Bolt, Machine, 5/8" X 12" With Nut
Bolt, Double Arming, 5/8" X 18" Arrester Dist. Lightning, 18 KV HD Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Mount, Cluster, 3-50 kVA Transformer
Cutout, Fuse 15/26 kV 100 Amp Dist.
20' 1 1 1 1 1 3 5 4 1 3
Guard, Line, #4 ACSR Preformed #MG-0127
3 3
11071
aa
10334
da
10884
cm
Clamp, Hotline, #4-4/0 ACSR, #S1530AC Crimpit, Compression, 1/0-#4 ACSR Wire #4 THHN Stranded Copper Red Nut, Oval Eye, Round 5/8" Clevis, Rigid, Less Insulator Insulator, Spool, Porcelain 3"
10975
dm
Mount, Cluster, 3-100 kVA Transformer
1
10817
bv
Guard, Line, 1/0 ACSR Preformed #MG-0135
3
10488 11622
p av
Alternate
5 45' 6 1 1
Material
TITLE:
Three DRAWN
BY:
Phase
APPROVED
-
ENGINEERING
Three
Transformer
APPROVED
SAFETY
Dead
End
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
Construction-Materials
MANAGEMENT
DATE:
DATE:
DATE:
VG3AM/ VG-310A(M)
DRAWING
NO.
Two-bushing Transformers - Three-wire Delta Primary Where Used: To supply three-phase, 240-volt loads with small amounts of 120/240 volt,
single-phase load.
No problem from third harmonic overload or telephone interference.
With a disable unit, bank can be reconnected in open-delta for emergency service (see Drawing No. XFRM-D3). Delta Primary
A B C
H
H
1
X
3
X
X 2
H
2
X
1
H
1
3
X
X 2
2
1
H
H
1
X
2
X
3
X
1
2
a
120 volt
N
120
b
240 volt 208
volt
240
volt
volt 240
c
volt
Delta Secondary B
a
c
180° Angular displacement
N A
C
b
Bank Rating: The transformer with the mid-tap carries 2/3 of the 120/240 volt, single phase load and 1/3 of the 240-volt, three-phase load. The other two units each carry 1/3 of both the 120/240 and 240-volt loads. Caution: High circulating currents will result unless all units are connected on same regulating taps and have same voltage ratios. Bank rating is reduced unless matching impedance transformers are used. The secondary neutral bushing can be grounded on only one
of the
three
transformers.
TITLE:
Three Phase Delta Delta for 120/240 Volt Service. Alternative Connection - 180° Angular Displacement DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Xfmr-dd1
Two-bushing Transformers - Three-Wire Delta Primary Where Used: To supply large 240-volt and 120-volt, single-phase loads with small amounts
of three-phase load. (Usually transformers of different kva sizes are used.) Also used for emergency operation when one unit of a bank is disable.
Delta primary
A B C
H
H
1
X
1
X
X 2
H
2
H
1
X
3
3
2
X X
1
2
a
120 volt
N 208 volt
b
240 volt 240 volt
120 volt 240 volt
c
Delta secondary B c
a
N C
A
180° angular displacement
b
Bank Rating: The connection is relatively inefficient where three-phase loads predominate since it has only 86.6%of the rating of the two units making up the three-phase bank. It also has only 57.7%of the three-phase rating of a closed delta-delta bank of three units. TITLE:
Three Phase Open Delta for 120/240 Volt Service. Alternative Connection - 180° Angular Displacement DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
DENNYH DATE:
07/03/06
N.T.S. Xfmr-dd2
Two-bushing Transformers - Three-Wire Delta Primary Where Used: To supply large single-phase power loads with small amounts of three-phase
loads. (Usually transfomers of different kva sizes are used.) Also used for emergency
operation when one unit of a delta-delta bank is disable. If a ground is required, it may be placed on either an X or an X bushing as shown. 1
2
Delta primary
A B C
H
H
1
X
1
X
X 2
H
2
H
1
X
3
3
2
X X
1
2
a
240 volt
b
240 volt
240 volt
c
Delta secondary B c
a
180° angular displacement A
C
b
Bank Rating: The connection is relatively inefficient where three-phase loads predominate since it has only 86.6%of the rating of the two units making up the three-phase bank. It also has only 57.7%of the three-phase rating of a closed delta-delta bank of three units.
TITLE:
Three Phase Open Delta for 240 Volt Service. Alternative Connection-180° Angular Displacement DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/03/06
N.T.S. DATE:
DATE:
Xfmr-dd3
Two-bushing Transformers--Three-wire Y-primary Where Used: To supply three-phase, 240-volt loads with small amounts of 120/240-volt,
single-phase loads. No excessive circulation currents when transformers of unequal impedance and ratio are banked. No problem from third harmonic overvoltage or telephone interference.
Y-primary (ungrounded)
A B C
H
H
1
X
3
a
X
X 2
H
1
X
1
3
X
X 2
2
1
120 volt
N b
H
2
H
H
1
X
3
X
2
1
240 volt 240 volt
120 volt
208 volt
X
2
240 volt
c
Delta secondary B
c a
A
C
b
210° angular displacement
N
Bank Rating: The transformer with the midtap carries 2/3 of the 120/240-volt, single-phase load and 1/3 of the 240-volt, three-phase load. The other two units each carry 1/3 of both the 12-/240- and 240-volt loads. Caution: The secondary neutral bushing can be grounded only on one of the three transformers. TITLE:
Three-Phase Wye-Delta for 120/240-Volt Service. Alternative Connection--210° Angular Displacement. DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/03/06
N.T.S. DATE:
DATE:
Xfmr-Y1
Two-bushing Transformers - Three-wire Y-primary Where Used: to supply three-phase loads. No excessive circulating currents when transformers of unequal impedance and ratio are banked. No problem from third harmonic overvoltage
or telephone interference. If a ground is required, it may be placed on an X1 (corner ground).
Y-primary (ungrounded)
A B C
H
H
1
X
X
3
X
H
2
H
1
X
1
3
2
X X
H
2
H
1
X
1
X
3
X
2
2
1
2
a
b c
240
volt
240
volt
240
volt
Delta secondary B
c a
A
C
210° angular displacement
b
Bank Rating: Maximum safe bank rating for balanced three-phase loads (when transformer kva's are unequal) is three times the kva of the smallest unit. A disable transformer renders the bank inoperative.
TITLE:
Three-Phase Wye-Delta For 240-Volt Service. Alternative Connection--210° Angular Displacement. DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Xfmr-Y2
Two-bushing Transformer - Two-wire Primary Where Used: To supply customers who require both 120 and 240-volt, single-phase power. This is the recommended connection for serving modern homes.
A N
or B
H
H
1
X
3
a
N
120
X X
2
1
2
volt
b
2-wire secondary
TITLE:
DRAWN
120
volt
120
volt
240
volt
3-wire secondary
Single-Phase for 120/240-Volt Service BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
G1.1GA/1-CONV
Single-bushing Transformer - Multi-ground Primary Where Used: On 12,470 GrY/7200, 13,200 GrY/7620 and 24,940 GrY/14,400 is used to
supply customers who require both 120-volt and 240-volt, single-phase power. This is the
recommended connection for modern homes. (Occasionally, two-bushing transformers are use for this connection).
A N
H
X
a
N
120
3
1
X X
1
2
volt
b
120
volt
120
volt
240
volt
3-wire secondary
Caution: Good, solid grounds must be maintained on the transformer and on the system. *Unlike diagram, this rating unit is subtractive polarity.
TITLE:
DRAWN
Single Phase for 120/240-Volt Service BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
G1.1GB/1-CSP
Two-bushing or Single-bushing Transformers-Four-wire, Grounded-Y primary Where Used: To supply single- and three-phase loads on four-wire, multi-grounded systems. When a system has changed from delta to a four-wire wye in order to increase system
capacity, existing transformers may be used. (Example: Old system was 2400 volts delta:
new system is 2400 4160Y volts. Existing 2400 4160Y-volt transformers may be connected
in wye and used.)
Y-primary (4-wire)
A B C N
H
H
1
X
3
X
X 2
H
2
H
1
X
1
3
2
X X
H
H
1
X
1
2
2
X
3
X
1
2
a
b 120
c
120
N
volt
120
volt
208
volt
208
volt
208
volt
volt
Y-secondary (4-wire) B
b N
N A
C
a
c
0° angular displacement
Caution: The primary neutral should be tied firmly to the system neutral; otherwise, excessive voltages may develope on the secondary side.
TITLE:
Three-Phase Wye-Wye for 120/208Y-Volt Service. Standard Connection--0° Angular Displacement DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
G3.3G/Xfmr-yy1
Two-bushing Transformers - Three-wire Delta Primary
Where Used: To supply 208 volts and 120 volts on systems where both can be taken from all three phases. The connection permits balancing single-phase loads among the three phases. A Delta Primary B C
H
H
1
X
3
X
X 2
H
2
X
1
H
1
3
X
X 2
H
2
H
1
X
1
2
X
3
X
1
2
a
208 volt
b 120 volt
c
120 volt
208 volt 208 volt
120 volt
N
Y-Secondary
(4-wire)
B
c
N
A
210° Angular displacement
a
b
C
Bank Rating: When units of different kva's are used, maximum safe bank rating is three times the kva of the smallest unit. A disable transformer renders the bank inoperative.
TITLE:
Three Phase Delta Wye for 120/208Y Volt Service. Alternative Connection - 210° Angular Displacement
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/03/06
N.T.S. DATE:
DATE:
Xfmr-dy1
Two-bushing Transformers-Four-wire, Grounded-Y primary Where Used: To supply three-phase, 240-volt loads. With a disable unit, bank can be
reconnected in open-wye, open-delta for emergency service (see Fig. XFMR-Y5). If a ground is required, it may be placed on either on X 1 (corner around) or on X2 bushing as shown. DO NOT GROUND PRIMARY BUSHING (H 2 ) Y-primary (4-wire)
A B C N
H
H
1
X
3
X
X 2
H
2
H
1
X
1
3
X
X 2
2
1
H
H
1
X
3
X
X 2
2
1
a
240 volt
b
240 volt 240 volt
c
B
Delta secondary
c a
N A
C
210° angular displacement
b
Bank Rating: When units of different kva's are used, maximum safe bank rating is three times the kva of the smallest unit.
Caution: The transformers are susceptible to burnouts on primary faults. Transformers may act as a grounding transformer for unbalanced primary conditions, reducing its own capacity for connected load, with possible burnouts. If one phase of the primary supply is opened, the bank automatically becomes open-wye, open-delta and continues to supply the three-phase load, although with reduced capacity. Possible transformer burnout and sympathetic tripping may occur.
TITLE:
Three-Phase Wye-Delta for 240-Volt Service. Alternative Connection-210° Angular Displacement DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/03/06
N.T.S. DATE:
DATE:
G3.1G/Xfmr-yd1
Two-bushing Transformers-Four-wire, Grounded-Y primary Where Used: To supply three-phase, 240-volt loads with small amounts of 120/240-volt,
single-phase loads. With a disable unit, bank can be reconnected in open-wye, open-delta
for emergency service (see Fig. XFMR-Y6).
DO NOT GROUND PRIMARY BUSHING (H 2 ).
Y-primary (4-wire)
A B C N
H
H
1
X
3
X
X 2
H
2
H
1
X
1
3
X
X 2
2
1
H
H
1
X
3
X
X
2
2
1
a
120 volt
N b
208 volt
240 volt
120 volt
240 volt 240 volt
c
Delta secondary B
c a
N A
C
b
N
210° angular displacement
Bank Rating: The Transformer with the midtap carries 2/3 of the 120/240-volt, single-phase load and 1/3 of the 240-volt, three phase load. The other two units each carry 1/3 of both the 120/240-volt and 240-volt loads. When units of different kva's are used, maximum safe bank rating is three times the kva of the smallest unit. Caution: The transformers are susceptible to burnouts on primary faults. Transformer may act as a grounding transformer for unbalanced primary conditions, reducing its own capacity for connected load, with possible burnouts. If one phase of the primary supply is opened, the bank automatically becomes open-wye, open-delta and continues to supply the three-phase load, although with reduced capacity. Possible transformer burnout and sympathetic tripping may occur. TITLE:
Three Phase Wye-Delta for 120/240-Volt Service. Alternative Connection-210° Angular Displacement
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/03/06
N.T.S. DATE:
DATE:
G3.2G/Xfmr-yd2
Two-bushing or Single-bushing Transformers-Four-wire, Grounded-Y primary Where Used: To Supply large single-phase, 240-volt loads with small amounts of three-
phase loads. (Usually transformers of different kva sizes are used.) Also used for emergency operation when one unit of a four-wire primary, wye-delta bank is disable. If a ground is required, it may be placed on X1 or X2 bushing as shown.
Y-primary (4-wire)
A B C N
H
H
1
X
3
X
X 2
H
2
H
1
X
1
3
2
X X
1
2
a
240
b
volt
c
240
volt
240
volt
Delta secondary
B
c a
N A
C
b
210° angular displacement
Bank Rating: This connection is relatively inefficient where three-phase loads predominate since it has only 86.6%of the rating of the two units making up the three-phase bank. It also has only 57.7%of the three-phase rating of a closed delta-delta bank of three units. TITLE:
Three-Phase Open-Wye Open-Delta for 240-Volt Service. Alternative Connection-210° Angular Displacement DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
G2.1G/Xfmr-yd3
Two-bushing or Single-bushing Transformers-Four-wire, Grounded-Y primary Where Used: To supply large single-phase, 240-volt and 120/240-volt loads with small amounts of three-phase loads. (Usually transformers of different kva sizes are used.) Also used for emergency operations when one unit of a four-wire, wye-delta bank is disabled.
Y-primary (4-wire)
A B C N
H
H
1
X
3
X
X 2
H
2
H
1
X
1
3
2
X X
1
2
a
N b
208
volt
120
volt
120
volt
240
volt
c
240
volt
240
volt
Delta secondary
B
c a
N A
C
b
N
210° angular displacement
Bank Rating: This connection is relatively inefficient where three-phase loads predominate since it has only 86.6%of the rating of the two units making up the three-phase bank. It also has only 57.7%of the three-phase rating of a closed delta-delta bank of three units. TITLE:
Three-Phase Open-Wye Open-Delta for 120/240-Volt Service. Alternative Connection--210° Angular Displacement. DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
G2.1GA/Xfmr-yd4
MATERIALS FOR TRANSFORMER(S) SECONDARY CONNECTION: CONNECTORS:
STOCK# 10891 10890 10892 10893 10484 10483 10486 10488 10487 10491 10376
INSULINK #2-#4 ACSR INSULINK #2-#2 ACSR INSULINK #4-#4 ACSR INSULINK #1/0-#1/0 ACSR CRIMPIT COMPRESSION #4-#4 ACSR CRIMPIT COMPRESSION #2-#2 ACSR CRIMPIT COMPRESSION 1/0-1/0 ACSR CRIMPIT COMPRESSION 1/0-#4 ACSR CRIMPIT COMPRESSION 1/0-4/0 ACSR CRIMPIT COMPRESSION 4/0-4/0 ACSR CONNECTOR COMPRESSION 4/0-#6 CONNECTOR
COMPRESSION
750-750MCM
10377
CONNECTOR
COMPRESSION
750-336MCM
10492
CONNECTOR COMPRESSION 336-1/0 WR949 CONNECTOR
COMPRESSION
336-477
WR779
10493
CONNECTOR
COMPRESSION
556-336
WR929
10489 10497 10494
CONNECTOR COMPRESSION 4/0-556 WR839 CONNECTOR COPPER #4-#4 CONNECTOR COPPER #6-#6
10378
10490
CONDUCTORS STOCK# 11631 WIRE 11621 WIRE 11622 WIRE 11623 WIRE 11637 WIRE
(SECONDARY BUSS):
11640
WIRE
350
MCM
STRANDED
11642
WIRE
500
MCM
STRANDED
11644
WIRE
750
MCM
STRANDED
THHN THHN THHN THHN THHN
1/0 STRANDED(BLACK) #4 STRANDED(BLACK) #4 STRANDED(RED) #4 STRANDED(WHITE) 3/0 STRANDED(BLACK)
CONDUCTORS (SERVICE DROPS): STOCK # (STANDARD - 3 WIRE) 11662 WIRE TRIPLEX, # 4-PERIWINKLE 11660 WIRE TRIPLEX, # 1/0-NERITINZ 11661 WIRE TRIPLEX, # 4/0-ZUZARA STOCK # (STANDARD - 4 WIRE) 11653 WIRE QUADRUPLEX, # 1/0-COSTENA 11652 WIRE QUADRUPLEX, # 4/0-APPALOOSA
TITLE:
Materials for Transformer Secondary Connection DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
MATLIST1
FUSES:
STOCK #
10704 10705 10703 10706 10715 10717 10707 10708 10709 10710 10711 10712 10713 10714 10716 10718
FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE
LINK, LINK, LINK, LINK, LINK, LINK, LINK, LINK, LINK, LINK, LINK, LINK, LINK, LINK, LINK, LINK,
TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K, TYPE-K,
1-AMP 2-AMP 3-AMP 5-AMP 6-AMP 8-AMP 10-AMP 12-AMP 15-AMP 20-AMP 25-AMP 30-AMP 40-AMP 50-AMP 65-AMP 80-AMP
MISCELLANEOUS:
STOCK # 11394 HIGH VOLTAGE TAPE #23 11390 ELECTRICAL TAPE #33 NOTE:
TRANSFORMERS
50-KVA
AND
HIGHER
HAVE
SPADE-TYPE
SECONDARY
BUSHING
AND
THE FOLLOWING ARE REQUIRED TO COMPLETE CONNECTIONS.
10863 10865 10864 10867 10868 NOTE: PRIOR
HYLUG COPPER, 1/0, 2-HOLE HYLUG COPPER, 4/0, 2-HOLE
HYLUG COPPER, 350 MCM, 2-HOLE HYLUG COPPER, 500 MCM, 2-HOLE HYLUG COPPER, 750 MCM, 2-HOLE ANY TO
ESTIMATOR
NON-STOCK
START WILL
MATERIALS
WILL
OF CONSTRUCTION OR HAVE
THIS
BE
ORDERED
INSTALLATION.
AND
MADE
IN THIS
READILY AVAILABLE
CASE
THE
DESIGNER
OR
RESPONSIBILITY.
TITLE:
Materials for Transformer Secondary Connection DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
MATLIST2
Index J Voltage Regulator Assembly Units New RUS I.D. Assemblies VY1.1
Old RUS I.D. Assemblies VM7-1
Drawing Title (Description) Voltage Regulator, Platform Mounted (One Single-Phase)
VY1.1
VM7-1(M)
Voltage Regulators, Platform Mounted (Three Single-Phase) Materials
VY1.3
VM7-3
Voltage Regulators, Platform Mounted (Three Single-Phase)
VY1.3
VM7-3(M)
Voltage Regulators, Platform Mounted (Three Single-Phase) Materials
4
SOURCE
br
3-8
l
k
3-8
4-0
1-8 min.
av
fj
as
(Switch-sk)
req'd
NEUTRAL
4
18
LOAD
sk
j
c-d-ek
ae
c-d-ek
10-0
(3/4 )
See
to
ground
6'-6"
min.
11-0
sc
Note
Regulator by-pass SOURCE
switch
LOAD
fj
NOTE:
Install regulator controls approximately 5 feet from pole ground on field side of pole.
TITLE:
DRAWN
sc
SECTION X-X
VOLTAGE REGULATOR, PLATFORM MOUNTED (ONE-SINGLE-PHASE) BY:
APPROVED
ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
NO.
VY1.1/VM7-1
Stock Number
Material
Item
Qty
10138
c
Bolt, Machine, 3/4" X 20"
4
11276
j
Screw, Lag-Fetter 1/2" X 4" Insulator, Epoxylator, 14.4 kV, Polymer
2
10879
k
2
10128
c
Bolt, Machine, 5/8" X 18"
5
11370
sk
10946
aq ek
11126
sc
10043
ae
10503
Switch, Knifeblade, 25 kV Kearney 600 Amp Wire #4 THHN Stranded Copper Red Locknut, 5/8" Sq. Galvanized Regular Platform, Aluminum Xfrmr/Reg. 6ft. 8" Arrester Dist. Lightning 18 kV HD
1
11622
g
Crossarm, 3-3/4" X 4-3/4" X 8' Distribution
2
10511
cc
d
Deadend Distribution Grip, #4 ACSR
2
11596
Washer, Round 1-3/8" OD 9/16"
4
11599
d CU
10119
Washer, Square, 2-1/4" Sq. 13/16" Hole Brace, Crossarm, 60" Span X 18" Drop
16
10189
c
TITLE:
15' 4 1 1
2 pr 4
Bolt, Machine, 1/2" X 6" With Nut
VOLTAGE REGULATORS, PLATFORM MOUNTED (THREE SINGLE-PHASE) MATERIALS
DRAWN BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
VY1.1/ VM7-1(M)
DRAWING
NO.
SOURCE
l
LOAD
Regulator by-pass
ae
switch
Surge
Arrester
Countersink
all lag screws NEUTRAL WIRING
DIAGRAM SOURCE
l
br
br
LOAD
req'd
bs-d-ek
av
2-0
as
3-6
k
sk
10-0
bu
See
ae
Note
3
j 5/8 c-d-ek
sc
c-d-ek 11-0 min.
to ground
(3/4 )
p
See Notes 1 and 4
5-6
5-6
NOTES:
1. 2.
3. 4.
All structural timbers and planks to be treated as per REA specifications. Each regulator must be bolted to platform or pole.
Control boxes may be installed on poles below regulators, (Specify additional control cable). 4 x 6.25 /ft. channel steel or 6 x 2.91#/ft. channel aluminum may be substituted for structural timbers.
TITLE:
DRAWN BY:
VOLTAGE REGULATORS, PLATFORM MOUNTED (THREE SINGLE-PHASE) APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
NO.
VY1.3/VM7-3
Stock Number
3
g
Crossarm, 5-1/2"
ea
Insulator, Pin Type, 14.4 kV, Class 56-1
6
Crossarm, 3-3/4" X 4-3/4" X 8' Dist.
2
Brace, Crossarm 60" Span X 18" Drop
2 pr
k
10045
ae
11371
sk
10506 10882 10189
g CU
10128
c
10138
c
10884
cm
10124
3 3 2
X 7-1/2" X 22' Transmission
4
Bolt Machine, 5/8" X 18" Bolt, Machine, 3/4" X 20"
4
Insulator, Spool Porcelain 3"
2
c
Bolt, Machine 5/8" X 10 " With Nut
1
10945
ek
Locknut 3/4" Sq. Galvanized Regular
6
10119
c
Bolt
11599
d cc
11128
sc
11596
d
Washer Square, 2-1/4" Sq. 13/16" Hole Deadend Distribution Grip #4 ACSR Platform Aluminum XMFR/Reg. 18ft.
10
10511
Washer Round, 1-3/8" OD 9/16"
12
11276
j
Screw Lag-Fetter, 1/2' X 4" Washer Sq. 4" X 4" X 3/16", 13/16 Hole Clamp De Strain #6-2/0 ACSR Pistol Type
1
11576 10299
d ap
Machine
1/2"
X
6"
With
12
Nut
2 1
22 6
10137
c
Bolt, Machine 3/4" X 18"
2
10944
ek ea
10155
bs
10125
Locknut 1/2" Sq. Galvanized Regular Bracket Pole Top/Post Type Insulator Bolt, Single Upset, 5/8" X 10"
12
10195
c
Bolt
10946
ek
Locknut, 5/8" Sq. Galvanized Regular
9
Plate, Reinforce, X-Arm, 6" X 8" X 3/16"
6
Hylug, Copper, 1/0 Strand, 2 Hole
12
11598
p d
Washer, Round, Bronze, 1/2"
24
11068
ek
Nut, Hex, Bronze, 1/2"
12
11580
d d
10109
Washer, Lock, Bronze, 1/2" Washer, Curved, 4" X 4" X 1/4", 15/16" Hole
12
12461
n
10108
n
10945
ek
11124 10863
Machine
5/8"
11241
bv
11240
bv
TITLE:
X
12"
With
2 2 4
Nut
2 4
Bolt, Double Arming, 3/4" X 26" Bolt, Double Arming, 3/4" X 24" Locknut, 3/4" Sq. Galvanized Regular
Alternate
DRAWN
Qty
Insulator Epoxlator 14.4kv Polymer Arrester Riser Sentry URD 18kv Swith Regulator By-Pass CAT#125832-20
10879
10503
Material
Item
Materials
for
#4
2 8
ACSR 1
Rod, Armor, #4 ACSR, Single Support Rod, Armor, #4 ACSR, Double Support
3
VOLTAGE REGULATORS, PLATFORM MOUNTED (THREE SINGLE-PHASE) BY:
APPROVED ENGINEERING
APPROVED
SAFETY
APPROVED MANAGEMENT
N.T.S.
DENNYH DATE:
07/03/06
SCALE
DATE:
DATE:
DATE:
VY1.3/ VM7-3(M)
DRAWING
NO.
Index K Oil Circuit Recloser & Sectionalizer Assembly Units New RUS I.D. Assemblies VR1.2
VR3.2
VR3.2(M)
Old RUS I.D. Assemblies VR1-2
Drawing Title (Description) 24.9/14.4 kV One Sectionalizing Oil Circuit Recloser with By-Pass Switch
VR3-2
24.9/14.4 kV Three Phase Oil Recloser/ Sectionalizer
VR3-2(M)
24.9/14.4 kV Three Phase Oil Recloser/ Sectionalizer – Materials List
VM1-10FS
Resettable Sectionalizer with By-Pass Switch
NOTE: 1.
The
recloser
terminal
Source
bushing connected directly to
the
coil
connected 2.
should
to
Recloser
the
tank
be
source. and
Cluster
Load
mount shall be grounded. 3.Lightning arrester may be installed
g
on
relcoser
co av
4.
Add
to
this
VM2-11.1
and
VM2-11
installation.
25
ohms
or less ground resistance is required
24"
Source fm
tank
adjacent to source bushing and/or adjacent structure(s).
Load
bv/fi
9"
bv/fi
9" ae C H A N
c,d,ek 4'-6"
co av
cj
p Neutral
12"
Neutral
c,d,ek
7-1/2"
fj Stock Number
Item
9"
Material
Qty
10194
fm
Bracket, Pole Mount Combination
10508
co
Cutout
10124
c
Bolt, Machine, 5/8" X 10" With Nut
2
10043
ae
10125
c
11599
d
10946
ek
10312 10976
fi
10816
fj
Fuse
15/26kV
100A
1
Dist.
1
Arrester, Dist. Lightning, 18 Kv HD
1
Bolt, Machine, 5/8" x 12" With Nut
2
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Clamp, Hotline, #4 - 4/0 ACSR #S1530AC
4 4
Mount, Cluster, 3-50KVA Transformer
4 1
bv
Guard, Line, #4 ACSR, Preformed, #MG-0127
2
11651 11622
cj
12' 15'
10497
p
Wire, Copper, #6 Bare Solid, Soft Drawn Wire, #4 THHN, Stranded, Copper (red) Crimpit, Copper, Blackburn #CF-44
10817
bv
10975
fj
av
2
Alternate
TITLE:
DRAWN
Guard, Line, 1/0 ACSR, Preformed, #MG-0135 Mount, Cluster, 3-100KVA Transformer
2 1
24.9/14.4 kV One Sectionalizing Oil Circuit Recloser with By-Pass Switch BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
VR1.2/VR1-2
n,ek aa
n,d,ek
Load
Source
l
k aa
p 2
aa
6'-6"
fi
p 1
sb
c ,d,ek
k
2
l
p 3
Neutral
Plan
al
cj
4" 6" 2'-8" 1'-10"
6" 4'-6"
Note:
Ground
Tank
and
Mounting Bracket.
4"
Back sb
Plate
Mounting Bolts
See
Detail
Below
av
a,dd,n,d,ek
Switch Assembly fi 12"
bs,cm,d,ek
To
min. Switch
to
Recloser
Recloser
Connection
NOTES:
1. * Designate "R" for recloser - "S" for sectionalizer. 2.
Add
a
shall
VM2-11.1
be
less
TITLE:
DRAWN BY:
to
than
this 25
installation.
Ground
24.9/14.4 kV Three Phase Oil Recloser/Sectionalizer APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
resistance
ohms.
DATE:
DATE:
VR3.2/VR3-2
Stock Number 10502 10189
g CU
11370
sb
10043
ae
10312
fi
10863
p2
11648
Material
Item
av
Qty
Crossarm, 3-3/4" X 4-3/4" X 10' Dist.
2
Brace, Crossarm, 60" Span X 18" Drop Switch, Knife Blade, 25 kV Kearney 600 Amp Arrester, Dist. Lightning, 18kV HD Clamp, Hotline, #4 -4/0 ACSR, #S1530AC Hylug Copper, 1/0 Strand, 2 Hole Wire, Copper, 1/0 Bare Stranded, MHD Bolt, Double Arming, 5/8" X 14" Insulator, Pin Type, 14 kV, Class 56-1 Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Adapter, 1-3/8" Pin X 5/8" Nut, #J2841 Bolt, Single Upset, 5/8" X 12" Insulator, Spool, Porcelain 3" Bolt, Double Arming, 5/8" X 22" Nut, Oval Eye, Round 5/8" Insulator, Epoxylator, 14.4 kV, Polymer Clamp, DE Strain, #6 - 2/0 ACSR, Pistol Type
2 pr 3 6 6 6 50' 2
10111
n
10882
a
11599
d
10946
ek
10010
dd
10156
bs
10884
cm
10114
n
11071
aa
10879
k
10299
l
10123
c2
Bolt, Machine, 3/4" X 12"
2
10945
ek
2
12461
d
Locknut, 3/4" Sq. Galvanized Regular
Washer, Curved, 4" X 4" X 1/4", 15/16" Hole
2
11647
cj
Wire, Copper, #4 Bare Solid Soft Drawn Staples, Sq. Shank, Copper, Joslyn #J7682 Crimpit, Copper, Blackburn #CF-44 Crimpit, Compression, WR-259, 1/0 - 1/0
50'
11325 10497 10486 10168
al p3 p1 c
11068
c
11580
ek
11598
d
Bolts, Bronze, 1/2" X 2" Nut, Hex, Bronze, 1/2" Washer, Lock, Bronze, 1/2" Washer, Round, Bronze, 1/2"
Alternate Stock Number 10486
p
3
15 16 1 1 1 3 6 6 6
1
LB.
1 6 12 12 12 24
Materials
Material
Item
1
Qty
Crimpit, Compression, WR-259, 1/0 - 1/0
6
NOTE; * Designate "R" for recloser - "S" for sectionalizer. TITLE:
24.9/14.4 kV Three Phase Oil Recloser/Sectionalizer - Materials List DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
VR3.2(M)/ VR3-2(M)
NO.
NOTE:
Source
to ground
1.The
sectionalizer
terminal
bushing connected directly
ae
to
the
fuse
connected
should
to
the
2.Resettleable
be
source.
Sectionalizer
Load
fuse shall be grounded 3.Add
VM2-11.1
to
this
installation. co
Source fm
Load
bv,fi
9" 9"
co
C H
c,d,ek
A N
ae
4'-6"
co
to
arrester
cj Neutral
Stock Number
Materials
Item
N.S.I
co
10194
fm
10124
c
10043
ae
10125
c
11599
d
10946
ek
10488
fi
10816
bv
11647 11622
cj
10484
10817
Resettable
Cutout
Fuse
15/26kV
100A
Qty
Dist.
1
Bracket, Pole Mount Combination Bolt, Machine, 5/8" X 10" With Nut
1
Arrester, Dist. Lightning 18 kV HD
1
2
Bolt, Machine, 5/8" x 12" With Nut
2
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular Crimpit, Compression, 1/0-#4 ACSR
4 4 4
Guard, Line, #4 ACSR, Preformed #MG-0127
2 12' 15'
p
Wire, Copper, #4 Bare Solid Soft Drawn Wire, #4 THHN Stranded Copper Red Crimpit, Copper #4 - #4 * H-Type
bv
Guard, Line, 1/0 ACSR, Preformed #MG-0135
aq
2
Alternate 2
TITLE:
Resettable Sectionalizer with By-Pass Switch DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
VM1-10FS
Index L Tying Guides New RUS I.D. Assemblies
VL1.1G, L3.1G
Old RUS I.D. Assemblies DM24-2
Drawing Title (Description) Service Cable – Termination at the Pole
DM42-4
Secondary Deadend Leads
DM42-5
Sectionalizing Points on ACSR Secondary
M40-10
Insulator Ties for ACSR Conductors
M40-17
Tying Guide – Double Insulator, Aluminum Tie Wire, A.C.S.R. Conductor
M41-10
Angle Assembly Guide, Vertical Construction 30° to 60° Angle
Tape, See
Tape, See Note
Note
1. N
6"
1.
6"
A
In the connectors, the
aluminum
is
to
be above the copper. Connector compound
B
shall
be
used
in
all
connections.
When applying the tape, make 6 layers (3 half laps) around the
entire
Allow enough slack in
C
cable.
insulated that
NOTES:
on
1. Use tape to bind the insulated
conductors
to
ALL
bare
conductors
strain
will
so be
neutral.
the
messenger, IF the insulated conductors
are
not
twisted
FACE
tightly enough to the messenger to prevent them from sliding down the messenger.
VIEW
3rd Phase-3 Phase, 4
wire
circuit.
CLIMBING SPACE
6"
Back
6"
Tape, See Note
Tape, See
1.
Note
6"
6"
Face
TOP
1.
VIEW
TITLE:
Service DRAWN
BY:
APPROVED
ENGINEERING
Cable-Termination
APPROVED
SAFETY
at
APPROVED
DENNYH DATE:
07/03/06
the
Pole
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
DM24-2
Neutral
9" 18"
Position of Guy
18"
Use
this
Note:
for
1/0
ACSR
and
smaller
Tie Secondary guy to existing double eye anchor.
TITLE:
SECONDARY DRAWN BY:
APPROVED ENGINEERING
APPROVED
DATE:
DATE:
SAFETY
DEADEND
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING
DENNYH DATE:
07/03/06
LEADS
N.T.S. NO.
DM42-4
Neutral
Service 72"
6"
46"
Connections
26"
NOTE: 1.
Use
this
for
1/0
ACSR
and
smaller
TITLE:
SECTIONALIZING DRAWN BY:
POINTS
ON
ACSR
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
DENNYH DATE:
07/03/06
SECONDARY
APPROVED ENGINEERING
N.T.S.
DM42-5
s Tu
rn
rn Tu 1
1 T urn
2
Tie Wire
2 T urn s
1
Armor Rod
3 Tur n s
Turn
B
A.C.S.R.
"D" 6D
6D
TOP GROOVE DOUBLE TIE
TIE WIRE SIZE AND LENGTH CONDUCTOR
STRANDING
SIZE 4 2
1/0 2/0 4/0
336.4
7/1 6/1 6/1 6/1 6/1 26/7
TIE WIRE SIZE
TOP TIE
SIDE TIE
SPOOLS
7'-3" 7'-5" 8'-3" 8'-3" 9'-3" 11'-0"
6'-0" 6'-3" 7'-3" 7'-3" 7'-11" 9'-6"
40" 42" 45" 45" 57" 64"
.257
.555
4
.316
.588
4
.398
.744
4
.447
.745
4
.563
.939
4
PIN TYPE INSULATOR
SECONDARY
DIAMETER ACSR RODS
4
.720 1.128
NOTES: 1.
In the above sketches tie wire is shown slack around insulators to more clearly indicate the Actual field assembly should be as tight as possible. assembly.
2.
In making ties, start with middle of tie wire at points marked B.
3.
Make the first six buttons on each side on top ties and the first four buttons on side ties as close as possible to the head of the insulator.
4.
To complete tie, cinch up last two turns at each end with pliers until tie wire is snug and Use the flat face of the pliers against the armor rods. tight.
TITLE:
Insulator DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
Ties SAFETY
for
ACSR
Conductors APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
M40-10
B
B 1 3 1
Armor Rod
Turn
Turns 1 Turn
Turn 2
Turns
2
Turns
Tie Wire A.C.S.R.
D
6D
6D
TOP GROOVE DOUBLE TIE
B 2
Turns 2
2
1
Turns
Armor Rod
1
Turns
Turn
Turn
1 Turn
Tie Wire A.C.S.R.
6D
6D
SIDE GROOVE & SPOOL INSULATOR TIE
TIE WIRE SIZE AND LENGTH CONDUCTOR
STRANDING
SIZE 4 2
1/0 2/0 3/0 4/0
7/1 6/1 6/1 6/1 6/1 6/1
DIAMETER
TIE WIRE
ACSR RODS
SIZE
TOP TIE
SIDE TIE
SPOOLS
14'-6" 14'-10" 16'-6" 16'-6" 17'-6" 18'-6"
12'-0" 12'-6" 14'-6" 14'-6" 15'-2" 15'-10"
40" 42" 45" 45" 51" 57"
.257
.555
4
.316
.588
4
.398
.744
4
.447
.745
4
.502
.836
4
.563
.939
4
PIN TYPE INSULATOR
SECONDARY
NOTES:
TITLE:
DRAWN
1.
In the above sketches tie wire is shown slack around insulators to more clearly indicate the assembly. Actual field assembly should be as tight as possible.
2.
In making ties, start with middle of tie wire at points marked B.
3.
Make the first six buttons on each side on top ties and the first four buttons on side ties as close as possible to the head of the insulator.
4.
To complete tie, cinch up last two turns at each end with pliers until tie wire is snug and tight. Use the flat face of the pliers against the armor rods.
Tying Guide-Double Insulator, Aluminum Tie Wire, A.C.S.R. Conductor BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
M40-17
d,ek
o
k
cd
Armor rods and clip
PRIMARY ANGLE
ASSEMBLY "cd"
A.C.S.R.
c,d,ek
Armor Rod
da
Tie Wire
A.C.S.R. NEUTRAL AND SECONDARY
ASSEMBLY "ce"
TITLE:
Angle Assembly Guide, Vertical Construction 30° to 60 ° Angle DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
VL1.1G/M41-10 L3.1G
Index M Miscellaneous Assembly Units New RUS I.D. Assemblies
VP1.1
Old RUS I.D. Assemblies DM4-2
Drawing Title (Description) Ground Wire Bus on Crossarm
DM4-3
Cutout and Arrester Mounting Details – Combination Bracket
DM4-5
Surge Arrester Mounting Detail – Single Phase
VM3-4X
Cutout and Arrester Mounting DetailsSingle Phase
MISCELL1
VM5-124
MISCELL2
VM5-6
14.4/24.9 kV Primary – Miscellaneous (VA1.011, VA2.021, VP1.01)
MISCELL3
VM5-9
14.4/24.9 kV Primary – Miscellaneous Assemblies (VA1.011P, VA2.021P, VS1.01)
MISCELL6
VM5-18
14.4/24.9 kV Primary – Miscellaneous Assemblies (VA1.01P, VA2.01P)
MISCELL7
VM5-1920A
MISCELL8
VM5-22
14.4/24.9 kV Primary – Miscellaneous Assemblies (VM5-22, VM-23A)
J2.1, J2.1A
J10, J10.1
Secondary Hardware – Service Applications
L3.1GA
J6
M42-3
14.4/24.9 kV Primary – Miscellaneous Assemblies (VM5-1, VA1.01, VA2.01, VM5-4)
Miscellaneous Assemblies (N1.2, VM5-20, VM5-20A)
Swinging Clevis-Neutral and Secondary Hardware30° to 60° Angle Tap Assembly Guide-Preformed Armor Rod Application
8"
3'-7"
5"
8"
11"
Front
24"
8"
View
ARRESTER MOUNTING
DETAIL
Bottom
View
OC, URBAN - STRUCTURES
Figure 1 -
8"
3'-7"
10' Arm
4" 8"
Front
Bottom
Figure 2
-
24"
8"
View
View
8' Arm With Ridge Pin
NOTES:
1. 2.
Use No. 6 Soft Drawn Bare Copper wire for bus. Ground bus must be so installed that it is held 2" away from all
hardware.
TITLE:
GROUND DRAWN BY:
WIRE
BUS
ON
CROSSARM
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED
DATE:
DATE:
DATE:
DENNYH DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S. DRAWING
NO.
DM4-2
C H A N C E
ITEM
1
-
SINGLE
Front
ARM
INSTALLATION
View
Stock
Number 10043 10508
Item ax ax
Material Arrester, Dist. Lightning, 18kV HD Cutout, Fuse, 15/26 kV, 100 Amp Dist.
ax
Qty
Cutout 15kV, and Arrester 10kV 13.8/7.96
1 1
TITLE:
CUTOUT DRAWN BY:
AND
ARRESTER
APPROVED ENGINEERING
MOUNTING
APPROVED SAFETY
DETAILS
DATE:
07/03/06
COMBINATION
BRACKET SCALE
N.T.S.
DENNYH DATE:
-
APPROVED MANAGEMENT
DATE:
DATE:
DRAWING NO.
DM4-3
aq
ae
ap/bv
6"
Top Hole
of "eq"
cj
connect to neutral
Stock Number
Material
Item
Qty
10043
ae
Arrester, Dist. Lightning, 18 kV HD
1
11446
eq
Terminator Aluminum Bracket
1
10946
ek
2
11599
b
10125
c
11622
aq
10312
ap
10816
bv
11325
al
Locknut 5/8" Sq. Galvanized Regular Washer, Square, 2-1/4" Sq. 13/16" Hole Bolt, Machine, 5/8"x12" With Nut Wire, #4 THHN, Stranded Copper Red Clamp, Hotline, #4 - 4/0 ACSR, #S1530AC Guard, Line, #4 ACSR, Preformed #MG-0127 Staples, Sq. Shank, Copper, Joslyn #J7682 Wire, Copper, #4 Bare Solid, Soft Drawn
11647
cj
2 2
3' 1 1 1 lb.
12'
TITLE:
Surge Arrester Mounting Detail - Single Phase DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/03/06
DATE:
DATE:
VP1.1/DM4-5
Source
to ground
Load
ae
co
Source
fm
Load bv/fi
9" 9"
c,d,ek co
C H A
co
N
4'-6" ae
to
Arrester
cj Neutral
Stock Number
Material
Item fm
10194 10505 10043
co ae
Qty
Bracket, Pole Mount Combination
1
Cutout, Fuse, 15/26kV 100 Amp Dist. Arrester, Dist. Lightning 18kV HD
1 1
Bolt, Machine, 5/8" x 12" With Nut
2
10125
c
11599
d ek
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Sq. Galvanized Regular
2
10946 10816
bv
Guard, Line, #4 ACSR, Preformed #MG-0127
2
11651 11622
cj aq
12' 15'
10484
p
Wire, Copper, #6 Bare Solid Soft Drawn Wire, #4 THHN, Stranded Copper Red Crimpit, Compression, WR-159, #4-#4
10817
bv
2
2
Alternate
Guard, Line, 1/0 ACSR Preformed, #MG-0135
2
TITLE:
CUTOUT AND DRAWN
BY:
APPROVED
ENGINEERING
ARRESTER APPROVED
SAFETY
MOUNTING
DETAILS-SINGLE APPROVED
07/03/06
PHASE SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
VM3-4X
VM5-1
Line
Guard
av
To Min.
#4
Transformer
THHN
ap
Stock Number
Material
Item
10312 10816
ap bv
10815
bv
10817
bv
10818
bv
10820
bv
Qty 1
Clamp, Hot Line, #4-4/0 ACSR, #S1530AC Guard, Guard, Guard, Guard, Guard,
Line, Line, Line, Line, Line,
1
#4 ACSR, Preformed, #MG-0127 #2 ACSR, Preformed, #MG-0131 1/0 ACSR, Preformed, #MG-0135 2/0 ACSR, Preformed, #MG-0137 4/0 ACSR, Preformed, #MR-0141
VA1.01
1 1 1 1
VA2.01
a
b 4"
d,ek
8"
Side Stock Number
View
c
10125
c
10882
a
10946
ek
11083
b
11599
d
View
Side VA1.01
Material
Item
10126
c,d,ek
Front
Qty 0
Bolt, Machine, 5/8" x 14" With Nut Bolt, Machine, 5/8" x 12" With Nut
Insulator, Pin Type, 14.4 kV, Class 56-1 Locknut, 5/8" Sq. Galvanized Regular Pin, Offset, Pole Top, 1-3/8" X 22" Washer, Square, 2-1/4" Sq. 13/16" Hole
VM5-4
c,d,ek
c,ek
View VA2.01
Qty 2
2
1
1
2
2
3
1
2
2
2
n,d
d,ek
dd Stock Number
dd
Qty
10125
n
Bolt, Machine, 5/8" x 12" With Nut
1
10882
a
ek
11599
d
10010
dd
11651
ah
Insulator, Pin Type, 14.4 kV, Class 56-1 Locknut, 5/8" Sq. Galvanized Regular Washer, Square, 2-1/4" Sq. 13/16" Hole Adapter, 1-3/8" Pin X 5/8" Nut, #J2841 Wire, Copper, #6 Bare, Solid Soft Drawn
1
10946
TITLE:
DRAWN
a
Material
Item
1 2 1 6'
14.4/24.9 kV Primary - Miscellaneous Assemblies BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
MISCELL-1/VM5-124
VA1.011
VA2.021
a
f
d,ek
Stock Number
VA1.011 Material
Item
11082
f
10882
a
10946
ek
11599
d
Qty
1
2
1
2
1
2
1
2
Pin, Crossarm, 1-3/8" THRD X 14" Long Insulator, Pin Type, 14.4 kV, Class 56-1 Locknut, 5/8" Sq. Galvanized Regular Washer, Square, 2-1/4" Sq. 13/16" Hole
VP1.01
VA2.021
Qty
Note: Ground rod required for
ap
arrester
(VM2-11.1)
ae
(min. #6, bare, S.D.)
to pole ground Stock Number 10043
ae
10312 11622
ap ah
10817
bv
TITLE:
DRAWN BY:
Material
Item
Qty
07/03/06
1 3' 1
Guard, Line, 1/0 ACSR, Preformed, #MG-0135
14.4/24.9 kV Primary - Miscellaneous Assemblies APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
1
Arrester, Dist. Lightning, 18 KV, HD with Mounting Bracket Clamp, Hotline, #4 - 4/0 ACSR, #S1530AC Wire, #4 THHN, Stranded Copper Red
DATE:
DATE:
MISCELL-2/VM5-6
VA1.011P
VA2.021P
ea
ek
Stock Number
VA1.011P Material
Item
10883
ea
10946
ek
10161
f(1)
Insulator, Line Post Type, 14.4/24.9 kV Locknut, 5/8" Sq. Galvanized Regular
Bolt, Stud, Crossarm, 5/8" x 7-1/16" L/Post
VA2.021P
Qty
Qty
1
2
1
2
1
2
Source
VS1.01 ak
5-1/2"
Min.
#4
Specify this unit
C
THHN
H
to
A N C E
Copper
be
fuse
furnished
tube
or
with
switch
blade.
av
Load Stock Number
Material
Item
10508
ak
11622
ah
Qty
Cutout, Fuse, 15/26 kV, 100 Amp Dist. Wire, #4 THHN, Stranded Copper Red Alternate
1 8'
Materials
Transformer Riser Wire, 15 kV TITLE:
DRAWN
14.4/24.9 kV Primary - Miscellaneous Assemblies BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
MISCELL-3/VM5-9
VA1.01P ea
eb(1)
c,d,ek
VA2.01P ea
eb
c,ek
c,d,ek
Stock Number
Item
10883
ea
10195
eb-1
11599
d
10124
c
10125
c
10126
c
10946
ek
TITLE:
DRAWN BY:
Material
07/03/06
VA2.01P
Quanity
Quanity
1
2
1
2
2
2
Bolt, Machine, 5/8" x 10" With Nut Bolt, Machine, 5/8" x 12" With Nut Bolt, Machine, 5/8" x 14" With Nut
1
1
1
1
0
1
Locknut, 5/8" Sq. Galvanized Regular
2
3
Insulator, Line Post Type, 14.4/24.9kV Bracket, Pole Top/Post Type Insulator Washer, Square 2-1/4" Sq. 13/16" Hole
14.4/24.9 kV Primary - Miscellaneous Assemblies APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
VA1.01P
DATE:
DATE:
MISCELL-6/VM5-18
N1.2
ec
d,ek cm
j
Stock Number
Material
Item
Qty
10193
ec
Bracket, Offset, Neutral
1
10884
cm
1
11276
j
Insulator, Spool, Porcelain 3" Screw, Lag-Fetter, 1/2" x 4"
2
VM5-20
k Stock Number
Material
Item k
10888
k
Material
Item k
10879
2
Insulator, Suspension, Clevis Type, 9"
VM5-20A
Stock Number
Qty
Qty 1
Insulator, Epoxylator, 14.4 kV, Polymer
TITLE:
Miscellaneous DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
Assemblies APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
MISCELL-7/
VM5-1920A
VM5-22
Stock Number
Material
Item
10392
fi
10816
bv
Alternate 10394
fi
10393
fi
12043
fi
10815
bv
10817
bv
10818
bv
10820
bv
12041
bv
Qty 1
Connector, Hot Line, 1/0-1/0 Guard, Line, #4 ACSR, Preformed #MG-0127
1
Materials 1
Connector, Hotline, 4/0-4/0 Connector, Hotline 397-410
1 1
Connector, Hotline, 477 ACSR, 26/7 Fargo Guard, Guard, Guard, Guard, Guard,
Line, Line, Line, Line, Line,
1
#2 ACSR, Preformed #MG-0131 1/0 ACSR, Preformed #MG-0135 2/0 ACSR, Preformed #MG-0137 4/0 ACSR, Preformed #MR-0141 477 ACSR, Preformed #MG-0150
1 1 1 1
VM5-23A 8"
1'-6"
1'-6"
8" 8"
Stock Number
Item
10194
eq
10124
c
11599
d
10946
ek
11276
j
TITLE:
DRAWN BY:
Material
Qty
Bracket, Pole Mount Combination Bolt, Machine, 5/8" X 10" With Nut
1
Washer, Square, 2-1/4" Sq. 13/16" Hole Locknut, 5/8" Galvanized Regular Screw, Lag-Fetter, 1/2" X 4"
1
07/03/06
1 1
14.4/24.9 kV Primary - Miscellaneous Assemblies APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
1
DATE:
DATE:
MISCELL-8/VM5-22
d,ek
da,cm,c
ah See
Note
ah
#1
3"
min.-
6"
max.
ah
c
d,ek
da,cm
J2.1/J10
J2.1A/J10.1
Note 1. Use tape to bond the insulated conductor to the messenger 6 inch from the preform. If the insulated conductors are twisted tightly enough to the messenger it will prevent them from sliding down the messenger. When applying tape make 6 layers (3 half laps) around the entire
cable.
Stock Number
c
10334
da
10946
ek
10884
CM
11681
ah
11599
d
Stock Number
c
10334
da
10946
ek
10884
CM
10511
cc
11599
d
1
Clevis, Rigid, Less Insulator Locknut, 5/8" Sq. Galvanized Regular Insulator, Spool, Porcelain 3" Wraplock Neutral Tie #4 ACSR Washer, Square, 2-1/4" Sq. 13/16" Hole
1
Material (J2.1/J10 Deadend Application)
c
10334
da
10946
ek
10884
CM
10809
ah
11599
d
10810
ah
10812
ah
11682
ah
DRAWN
1 1 1
Qty 1
Clevis, Rigid, Less Insulator Locknut, 5/8" Sq. Galvanized Regular Insulator, Spool, Porcelain 3" Deadend Distribution Grip #4 ACSR Washer, Square, 2-1/4" Sq. 13/16" Hole
1
Material (J2.1A/J10.1 Service Application)
1 1 1 1
Qty
Bolt, Machine, 5/8" x 8"
1
Clevis, Rigid, Less Insulator Locknut, 5/8" Sq. Galvanized Regular Insulator, Spool, Porcelain 3" Grip Service, #4 ACSR, Preformed Washer, Square, 2-1/4" Sq. 13/16" Hole
1
Alternate
TITLE:
1
Bolt, Machine, 5/8" x 12" With Nut
Item
10134
Qty
Bolt, Machine, 5/8" x 12" With Nut
Item
10125
Stock Number
Material (J2.1/J10 Tangent Application)
Item
10125
1 1 2 1
Material
Grip Service, 1/0 ACSR Grip Service, 4/0 ACSR Wraplock Neutral Tie 1/0 ACSR, Preformed
2 1 1
Secondary Hardware - Service Applications BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
J2.1,J2.1/
J10, J10.1
d
ek
o
s
cm
L3.1GA/J6 Stock Number
Item
10154
o
11578
d
10946
ek
10335
s
10884
cm
11645
ah
11241
bv
Material
Bolt, Shoulder Eye, 5/8" x 12"
1
Washer Curved, 3-1/4" X 3-1/4" X 1/4", 11/16"
1
Locknut, 5/8" Sq. Galvanized Regular Clevis, Swinging, Less Insulator Insulator, Spool, Porcelain 3"
1
Wire, Aluminum Bare Tie, #4 AWG
9'
Rod, Armor, #4 ACSR, Single Support
1
Alternate
1 1
Material
Rod, Armor, 1/0 ACSR, Single Support
bv
11243
Qty
1
TITLE:
Swinging Clevis-Neutral and Secondary Hardware-30° to 60° Angle DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/03/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
L3.1GA/J6
15"
min.
Preformed tap
5"
Armor
Rod.
AP
TAP
FROM
PRIMARY
LINE
Note:
To be used on existing construction where full length armor
rods
were
not
3"
installed.
5"
Preformed tap Armor
Rod.
AP
TAP
FROM
PRIMARY
DEADEND
WITH
HOT
LINE
CLAMP
Notes:
1. When installing armor rods on existing lines, both conductor and armor rods should be wire brushed to provide clean contact surfaces. A corrosion inhibitor should be applied before or immediately after brushing. 2.
Taps are to be slack.
TITLE:
Tap Assembly Guide-Preformed Armor Rod Application DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/03/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
M42-3
Index N Wood Poles, Crossarms, Braces New RUS I.D. Assemblies W1.1G W2.1G
Old RUS I.D. Assemblies M20 M19 M52-3, -4
MISCELL4
VM131516
MISCELL5
VM5-17
Drawing Title (Description) Pole Framing Guide Crossarm Drilling Guide Neutral Identification and Pole Numbering Guide 14.4/24.9 – Primary – Miscellaneous Assemblies (W3.2, W2.16-Type 04, W2.1G-Type 05) Aluma-Form – 8’ Deadend Crossarm Assembly – Large Conductor (W2.71AL)
Star-Locks
to
be
installed
on
poles larger than 40 ft. CL.3 or when specified on the purchase
1/2"
order.
4"
3"
8"
Thru bolt holes must be parallel and in the same plane.
6"
9"
Holes
:
Drill
11/16"
diameter.
2'-0"
Neutral
bolt
hole
must
be
at
90° angle with thru bolt holes
90°
8'-10' HIGH
Gains:
Line
Number
Pole
Number
Gains are to be flat with plane at right angles to bolt holes.
Device
Number
All poles treated full length must be bored, roofed, and gained before treatment, except that Class 7 and smaller poles need not be gained unless requested by the purchaser. Roofs must be at a 15° angle.
Pole, Line and Device
Numbers
to
be placed 8' above ground level. If
Insured
Warranted
Pole
Brand "IW", or WQC.
Bottom
of
brand
center
of
metal disk
shall
be
12'
+
2"
Brand with proper length and class.
or from
Brand with species, preservative code,
the butt, 14' + 2" for
poles 55' and higher.
+ 12'
retention.
(1)
treatment
(month and year).
2"
of
and
and
Note
date
I.D.
See
Manufactures
Brand Butt with proper length and
class.
Manufacturer's I.D., Treatment
Charge Number, and Plant Location.
NOTE:
(1) 14' + 2" for poles 55' and higher.
TITLE:
Pole Framing Guide DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
W1.1G/M20
1/4" TOLERANCES Dimension Precision
45°
SIZES
g - + 1/4" -
TYPICAL
OF
HOLES
-
all
others +
-
NOMINAL
GO
11/16
5/8
3/4
B
7/16
3/8
1/2
C
11/16
5/8
3/4
D
9/16
1/2
5/8
A
NO
GO
1/8"
SECTION
A
C
A
D
C
A
D
A
C
4-3/4"
TYPE 4"
3-3/4"
2'-5"
6"
15"
2'-5"
15"
2'-6"
04
4"
2'-6"
6"
8'-0"
Hughes Brothers Model 2890B Double Arm Deadend Note: Package includes x-arms,braces, & mounting hardware 8'-0"
60"
7-3/4"
5"
13/16"
3'-7"
3'-7"
5"
Hole
18-1/2"
A
C
A
18-1/2"
18-1/2"
D
Type 05 A
A
C
D
18-1/2"
A
A
C
4-3/4" 19"
6"
3-3/4" 4"
19"
2'-6"
6"
4"
2'-6" 10'-0"
NOTE:
Eight foot crossarms may be drilled for 42" span angle braces, if so specified.
TITLE:
DRAWN
Crossarm Drilling Guide BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
W2.1G/M19
CN
M52-4
May be placed
1A
1A 23
23 instead
of
as
shown
M52-3 Notes: 1.
Numbers
and
letters
shall
be
of
cutout
aluminum
or
electrogalvanized soft steel, fastened to pole with galvanized or aluminum, barbed 1" round head nails. 2. Pole legends to be 1 1/2" to 3" high. If 3" characters are used, they should be placed vertically 8'
to
10'
instead
3.
of
as
shown.
"CN" to be 3" high.
4. Pole to be staggered 30° from direct facing highway. When line crosses highway or R.R., legend should
face
same.
5. On poles having limited climbing space due to special equipment, pole numbers should be so located as to leave climbing space quadrant unobstructed.
TITLE:
DRAWN
Neutral Identification and Pole Numbering Guide BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
M52-3,-4
W3.2 c,d,ek
c,d,ek
cu
Stock Number
Material
Item
10125
c
10119
c
10189
cu
10946
ek
10944
ek
11599
d
11596
d
Qty
Bolt, Machine 5/8" X 12" With Nut Bolt, Machine 1/2" X 6" With Nut
1
Brace, Crossarm, 60" Span x 18" Drop Locknut, 5/8" Sq. Galavanized Regular Locknut, 1/2" Sq. Galvanized Regular Washer, Square, 2-1/4" Sq. 13/16" Hole
1 pr. 1 2 1 2
Washer, Round, 1-3/8" OD 9/16"
W2.1G-Type 04
Install crossarm with bevel portion upward and branded name is visible from ground
c,d,ek
4'-0" Stock Number
2
g
4'-0"
Material
Item
Qty
10503
g
Crossarm, 3-3/4" X 4-3/4" X 8' Dist. (Type 04)
1
10126
c
Bolt, Machine, 5/8" X 14" With Nut
1
10946
ek
1
11599
d
Locknut, 5/8" Sq. Galvanized Regular Washer, Square, 2-1/4" Sq. 13/16" Hole
W2.1G-Type 05
c,d,ek
5'-0"
Stock Number
2
g
5'-0"
Material
Item
Qty
10502
g
Crossarm, 3-3/4" X 4-3/4" X 10' Dist. (Type 05)
1
10126
c
Bolt, Machine, 5/8" X 14" With Nut
1
10946
ek d
Locknut, 5/8" Sq. Galvanized Regular Washer, Square, 2-1/4" Sq. 13/16" Hole
1
11599 TITLE:
DRAWN BY:
14.4/24.9 kV - Primary - Miscellaneous Assemblies APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
N.T.S.
DENNYH DATE:
07/05/06
2
DATE:
DATE:
MISCELL-4/ VM131516
W2.71AL 86" aa
n,d,ek,aa
7-3/4"
c,d,ek
gj
43"
43"
SOURCE
SOURCE
TOP
VIEW
43" 11/16"
Hole
10"
3-3/4"
11/16"
Notch
96"
PLAN Stock Number
Crossarm, DE Assembly, HD 8 FT. Apitong
1
c
Bolt, Machine, 5/8" x 12" With Nut
2
11071
aa
d
Nut, Oval Eye, Round 5/8"
1
11578
Washer, Curved 3-1/4" X 3-1/4" X 1/4", 11/16"
3
10946
ek
Locknut, 5/8" Sq. Galvanized Regular
2
12002 10125
TITLE:
DRAWN
Qty
Material
Item
gj
Aluma - Form - 8' Deadend Crossarm Assembly - Large Conductor BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
MISCELL-5/VM5-17
Index O Stringing Sag Tables I.D. Assemblies Sag Table 1
Drawing Title (Description) Stringing Sag Table Using Initial Sag – 1/0 ACSR-6/1 Stranding 0° - 60°
Sag Table 2
Stringing Sag Table Using Initial Sag – 1/0 ACSR-6/1 Stranding 60° - 120°
Sag Table 3
Stringing Sag Table Using Initial Sag – COSTENA – 1/0 – 19 Strand - 0° - 120°
Sag Table 4
Stringing Sag Table Using Initial Sag – 1/0 ACSR-6/1 Stranding 0° - 120° OPEN SECONDARY
Sag Table 5
Stringing Sag Table Using Initial Sag – NERTINA – 1/0 – 7 Strand - 0° - 120° TRIPLEX
Sag Table 6
Stringing Sag Table Using Initial Sag - #2 ACSR-6/1 Stranding 0° - 60°
Sag Table 7
Stringing Sag Table Using Initial Sag - #2 ACSR-6/1 Stranding 60° - 120°
Sag Table 8
Stringing Sag Table Using Initial Sag – 336.4 ACSR26/7 Stranding 0° - 60°
Sag Table 9
Stringing Sag Table Using Initial Sag – 336.4 ACSR26/7 Stranding 60° - 120°
Sag Table 10
Stringing Sag Table Using Initial Sag - #4 ACSR-7/1 Stranding 0° - 60°
Sag Table 11
Stringing Sag Table Using Initial Sag - #4 ACSR-7/1 Stranding 60° - 120°
Sag Table 12
Stringing Sag Table Using Initial Sag – 4/0 ACSR-6/1 Stranding 0° - 60°
Sag Table 13
Stringing Sag Table Using Initial Sag – 4/0 ACSR-6/1 Stranding 60° - 120°
Sag Table 14
Stringing Sag Table Using Initial Sag – APPALOOSA – 4/0 – 19 Strand 0° - 120° QUADRUPLEX
Sag Table 15
Stringing Sag Table Using Initial Sag – 4/0 ACSR-6/1 Stranding 0° - 120° OPEN SECONDARY
Sag Table 16
Stringing Sag Table Using Initial Sag – ZUZARA – 4/0 – 19 Strand - 0° - 120° TRIPLEX
Sag Table 17
Stringing Sag Table Using Initial Sag – TERRIER - #4 – 7 Strand 0° - 120° DUPLEX
Sag Table 18
Stringing Sag Table Using Initial Sag – PERIWINKLE - #4 – 7 Strand - 0° - 120° TRIPLEX
Stringing Sag Table Using Initial Sag Conductor NESC
RAVEN
Medium
Load
Ruling Span:
#1/0 AWG
6/1 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
350.0 Feet
Tension
.00
=
1772.
In Ice,
.0
Lb.
Psf Wind, Final
1410.
1342.
1273.
1203.
1133.
1063.
993.
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
130.0
0-
3
0-
3
0-
3
0-
3
0-
3
0-
3
0-
4
140.0
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
0-
4
150.0
0-
3
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
160.0
0-
4
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
170.0
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
0-
6
180.0
0-
5
0-
5
0-
6
0-
6
0-
6
0-
7
0-
7
190.0
0-
6
0-
6
0-
6
0-
7
0-
7
0-
7
0-
8
200.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
210.0
0-
7
0-
7
0-
8
0-
8
0-
8
0-
9
0-10
220.0
0-
7
0-
8
0-
8
0-
9
0-
9
0-10
0-11
230.0
0-
8
0-
9
0-
9
0-10
0-10
0-11
1-
0
240.0
0-
9
0-
9
0-10
0-10
0-11
1-
0
1-
1
250.0
0-10
0-10
0-11
0-11
1-
0
1-
1
1-
2
260.0
0-10
0-11
1-
0
1-
0
1-
1
1-
2
1-
3
270.0
0-11
1-
0
1-
0
1-
1
1-
2
1-
3
1-
4
280.0
1-
0
1-
1
1-
1
1-
2
1-
3
1-
4
1-
5
290.0
1-
1
1-
2
1-
2
1-
3
1-
4
1-
5
1-
6
300.0
1-
2
1-
3
1-
3
1-
4
1-
5
1-
6
1-
8
310.0
1-
3
1-
4
1-
4
1-
5
1-
6
1-
8
1-
9
320.0
1-
4
1-
5
1-
6
1-
7
1-
8
1-
9
1-10
330.0
1-
5
1-
6
1-
7
1-
8
1-
9
1-10
2-
0
340.0
1-
6
1-
7
1-
8
1-
9
1-10
2-
0
2-
1
350.0
1-
7
1-
8
1-
9
1-10
2-
0
2-
1
2-
3
360.0
1-
8
1-
9
1-10
1-11
2-
1
2-
3
2-
4
370.0
1-
9
1-10
1-11
2-
1
2-
2
2-
4
2-
6
380.0
1-10
1-11
2-
1
2-
2
2-
4
2-
6
2-
8
390.0
2-
0
2-
1
2-
2
2-
4
2-
5
2-
7
2-
9
400.0
2-
1
2-
2
2-
3
2-
5
2-
7
2-
9
2-11
410.0
2-
2
2-
3
2-
5
2-
6
2-
8
2-10
3-
1
420.0
2-
3
2-
5
2-
6
2-
8
2-10
3-
0
3-
3
430.0
2-
5
2-
6
2-
8
2-
9
3-
0
3-
2
3-
5
440.0
2-
6
2-
7
2-
9
2-11
3-
1
3-
4
3-
6
450.0
2-
7
2-
9
2-11
3-
1
3-
3
3-
6
3-
8
460.0
2-
9
2-10
3-
0
3-
2
3-
5
3-
7
3-10
470.0
2-10
3-
0
3-
2
3-
4
3-
6
3-
9
4-
0
480.0
3-
0
3-
1
3-
3
3-
6
3-
8
3-11
4-
3
490.0
3-
1
3-
3
3-
5
3-
7
3-10
4-
1
4-
5
500.0
3-
3
3-
5
3-
7
3-
9
4-
4-
3
4-
7
(LBS)
Temp F > Sag Span
TITLE:
DRAWN
0
Stringing Sag Table Using Initial Sag - 1/0 ACSR-6/1 Stranding 0° -60° BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 1
Ruling Span:
Stringing Sag Table Using Initial Sag Conductor NESC
RAVEN
Medium
Load
#1/0 AWG
6/1 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
993.
350.0 Feet
Tension
.00
=
1772.
In Ice,
731.
673.
Lb.
.0
Psf Wind, Final
924.
857.
792.
620.
70.
80.
90.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
(LBS)
Temp F > Sag
60
.
Ft-In
100.
110.
120.
Span 130.0
0-
4
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
140.0
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
150.0
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
0-
8
160.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
170.0
0-
6
0-
7
0-
7
0-
8
0-
9
0-
9
0-10
180.0
0-
7
0-
8
0-
8
0-
9
0-10
0-10
0-11
190.0
0-
8
0-
9
0-
9
0-10
0-11
1-
0
1-
1
200.0
0-
9
0-
9
0-10
0-11
1-
0
1-
1
1-
2
210.0
0-10
0-10
0-11
1-
0
1-
1
1-
2
1-
3
220.0
0-11
0-11
1-
0
1-
1
1-
2
1-
4
1-
5
230.0
1-
0
1-
0
1-
1
1-
3
1-
4
1-
5
1-
7
240.0
1-
1
1-
2
1-
3
1-
4
1-
5
1-
7
1-
8
250.0
1-
2
1-
3
1-
4
1-
5
1-
7
1-
8
1-10
260.0
1-
3
1-
4
1-
5
1-
7
1-
8
1-10
2-
0
270.0
1-
4
1-
5
1-
7
1-
8
1-10
2-
0
2-
2
280.0
1-
5
1-
6
1-
8
1-10
1-11
2-
1
2-
4
290.0
1-
6
1-
8
1-
9
1-11
2-
1
2-
3
2-
6
300.0
1-
8
1-
9
1-11
2-
1
2-
3
2-
5
2-
8
310.0
1-
9
1-11
2-
0
2-
2
2-
5
2-
7
2-10
320.0
1-10
2-
0
2-
2
2-
4
2-
7
2-
9
3-
0
330.0
2-
0
2-
2
2-
4
2-
6
2-
8
2-11
3-
2
340.0
2-
1
2-
3
2-
5
2-
8
2-10
3-
1
3-
5
350.0
2-
3
2-
5
2-
7
2-10
3-
1
3-
4
3-
7
360.0
2-
4
2-
7
2-
9
3-
0
3-
3
3-
6
3-10
370.0
2-
6
2-
8
2-11
3-
2
3-
5
3-
8
4-
0
380.0
2-
8
2-10
3-
1
3-
4
3-
7
3-11
4-
3
390.0
2-
9
3-
0
3-
3
3-
6
3-
9
4-
1
4-
5
400.0
2-11
3-
2
3-
5
3-
8
4-
0
4-
4
4-
8
410.0
3-
1
3-
4
3-
7
3-10
4-
2
4-
6
4-11
420.0
3-
3
3-
6
3-
9
4-
1
4-
5
4-
9
5-
2
430.0
3-
5
3-
8
3-11
4-
3
4-
7
5-
0
5-
5
440.0
3-
6
3-10
4-
1
4-
5
4-10
5-
3
5-
8
450.0
3-
8
4-
0
4-
3
4-
8
5-
0
5-
6
5-11
460.0
3-10
4-
2
4-
6
4-10
5-
3
5-
9
6-
2
470.0
4-
0
4-
4
4-
8
5-
1
5-
6
6-
0
6-
6
480.0
4-
3
4-
6
4-11
5-
3
5-
9
6-
3
6-
9
490.0
4-
5
4-
9
5-
1
5-
6
6-
0
6-
6
7-
0
500.0
4-
7
4-11
5-
4
5-
9
6-
3
6-
9
7-
4
TITLE:
DRAWN
Stringing Sag Table Using Initial Sag - 1/0 ACSR-6/1 Stranding 60° -120° BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 2
Stringing Sag Table Using Initial Sag Conductor COSTENA NESC
Medium
Load
Ruling Span:
QUADRUPLEX Service Drop Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
Tension
.00
=
1461.
In Ice,
.0
1367.
1300.
1232.
1163.
1094.
1026.
959.
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
40.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
50.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
60.0
0-
2
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
70.0
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
80.0
0-
4
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
90.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
100.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
110.0
0-
7
0-
8
0-
8
0-
9
0-
9
0-10
0-10
120.0
0-
9
0-
9
0-10
0-10
0-11
1-
0
1-
0
130.0
0-10
0-11
0-11
1-
0
1-
1
1-
2
1-
3
140.0
1-
0
1-
0
1-
1
1-
2
1-
3
1-
4
1-
5
150.0
1-
2
1-
2
1-
3
1-
4
1-
5
1-
6
1-
7
(LBS
100.0 Feet
Lb.
Psf Wind, Final
)
Temp F > Sag Span
H
959.
893.
829.
768.
711.
658.
610.
60.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Tens
(LBS)
Temp F > Sag Span 30.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
40.0
0-
1
0-
1
0-
2
0-
2
0-
2
0-
2
0-
2
50.0
0-
2
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
60.0
0-
3
0-
3
0-
4
0-
4
0-
4
0-
5
0-
5
70.0
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
80.0
0-
6
0-
6
0-
6
0-
7
0-
7
0-
8
0-
9
90.0
0-
7
0-
8
0-
8
0-
9
0-
9
0-10
0-11
100.0
0-
9
0-
9
0-10
0-11
1-
0
1-
1
1-
2
110.0
0-10
0-11
1-
0
1-
1
1-
2
1-
3
1-
4
120.0
1-
0
1-
1
1-
2
1-
3
1-
5
1-
6
1-
8
130.0
1-
3
1-
4
1-
5
1-
6
1-
8
1-
9
1-11
140.0
1-
5
1-
6
1-
8
1-
9
1-11
2-
1
2-
3
150.0
1-
7
1-
9
1-10
2-
0
2-
2-
4
2-
6
2
TITLE:
Stringing Sag Table Using Initial Sag - COSTENA - 1/0 - 19 Strand - 0° - 120° QUADRUPLEX DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 3
Stringing Sag Table Using Initial Sag Conductor NESC
RAVEN
Medium
Load
#1/0
Ruling Span:
AWG
6/1 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
150.0 Feet
Tension
.00
=
In Ice,
1375.
Lb.
.0
Psf Wind, Final
1331.
1259.
1184.
1108.
1031.
952.
872.
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
(LBS)
Temp F > Sag
Ft-In
Span 50.0
0-
0
0-
0
0-
0
0-
0
0-
1
0-
1
0-
1
60.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
70.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
80.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
2
90.0
0-
1
0-
1
0-
1
0-
2
0-
2
0-
2
0-
2
100.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
110.0
0-
2
0-
2
0-
2
0-
2
0-
3
0-
3
0-
3
120.0
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
0-
4
130.0
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
140.0
0-
3
0-
3
0-
4
0-
4
0-
4
0-
4
0-
5
150.0
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
160.0
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
170.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
180.0
0-
5
0-
6
0-
6
0-
6
0-
7
0-
7
0-
8
190.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
200.0
0-
7
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
480.
413.
H
Tens
872.
792.
711.
631.
553.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
(LBS)
Temp F > Sag
60. Ft-In
Span 50.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
60.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
2
0-
2
70.0
0-
1
0-
1
0-
2
0-
2
0-
2
0-
2
0-
3
80.0
0-
2
0-
2
0-
2
0-
2
0-
3
0-
3
0-
3
90.0
0-
2
0-
2
0-
2
0-
3
0-
3
0-
4
0-
4
100.0
0-
2
0-
3
0-
3
0-
3
0-
4
0-
5
0-
5
110.0
0-
3
0-
3
0-
4
0-
4
0-
5
0-
5
0-
6
120.0
0-
4
0-
4
0-
4
0-
5
0-
6
0-
7
0-
8
130.0
0-
4
0-
5
0-
5
0-
6
0-
7
0-
8
0-
9
140.0
0-
5
0-
5
0-
6
0-
7
0-
8
0-
9
0-10
150.0
0-
6
0-
6
0-
7
0-
8
0-
9
0-10
1-
0
160.0
0-
6
0-
7
0-
8
0-
9
0-10
1-
0
1-
2
170.0
0-
7
0-
8
0-
9
0-10
0-11
1-
1
1-
3
180.0
0-
8
0-
9
0-10
0-11
1-
1
1-
3
1-
5
190.0
0-
9
0-10
0-11
1-
0
1-
2
1-
4
1-
7
200.0
0-10
0-11
1-
1-
2
1-
4
1-
6
1-
9
0
TITLE:
Stringing Sag Table Using Initial Sag - 1/0 ACSR-6/1 Stranding 0° - 120° OPEN SECONDARY DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 4
Stringing Sag Table Using Initial Sag Conductor NERTINA NESC
Medium
Load
Ruling Span:
TRIPLEX Zone
H
Tens
1356.
Service Drop
Max
Design: 25.0 %Ult. @ 15.0 Deg F, 1286.
1215.
Tension
.00 1143.
100.0 Feet
1070.
=
1419.
In Ice,
.0
998.
Lb.
Psf Wind, Final
925.
(LBS) 0.
Temp F >
Ft-In
Sag
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Span 30.0
0-
0
0-
0
0-
0
0-
0
0-
1
0-
1
0-
1
40.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
50.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
2
0-
2
60.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
70.0
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
0-
3
80.0
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
0-
4
90.0
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
100.0
0-
5
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
110.0
0-
6
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
120.0
0-
7
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
130.0
0-
8
0-
8
0-
9
0-
9
0-10
0-11
0-11
140.0
0-
9
0-10
0-10
0-11
1-
0
1-
0
1-
1
150.0
0-10
0-11
1-
1-
1-
1
1-
2
1-
3
H
Tens
0
0
925.
854.
784.
716.
60.
70.
80.
90.
653.
594.
540.
(LBS)
Temp F >
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
40.0
0-
1
0-
1
0-
1
0-
1
0-
2
0-
2
0-
2
50.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
3
0-
3
60.0
0-
2
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
70.0
0-
3
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
80.0
0-
4
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
90.0
0-
6
0-
6
0-
6
0-
7
0-
8
0-
9
0-
9
100.0
0-
7
0-
7
0-
8
0-
9
0-10
0-11
1-
0
110.0
0-
8
0-
9
0-10
0-11
1-
0
1-
1
1-
2
120.0
0-10
0-11
1-
0
1-
1
1-
2
1-
3
1-
5
130.0
0-11
1-
0
1-
2
1-
3
1-
4
1-
6
1-
8
140.0
1-
1
1-
2
1-
4
1-
5
1-
7
1-
9
1-11
150.0
1-
3
1-
5
1-
6
1-
8
1-10
2-
0
2-
Sag Span
TITLE:
DRAWN
2
Stringing Sag Table Using Initial Sag - NERTINA - 1/0 - 7 Strand - 0°-120° TRIPLEX BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 5
Stringing Sag Table Using Initial Sag Conductor SPARROW NESC
Medium
Load
Ruling Span:
#2 AWG
6/1 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
350.0 Feet
.00
Tension
In Ice,
=
1336.
.0
Lb.
Psf Wind, Final
977.
931.
885.
837.
789.
740.
691.
0.
10.
20.
30.
40.
50.
60.
(LBS)
Temp F > Sag
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Span 130.0
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
0-
3
140.0
0-
3
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
150.0
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
0-
4
160.0
0-
4
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
170.0
0-
4
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
180.0
0-
5
0-
5
0-
5
0-
5
0-
6
0-
6
0-
6
190.0
0-
5
0-
5
0-
6
0-
6
0-
6
0-
7
0-
7
200.0
0-
6
0-
6
0-
6
0-
7
0-
7
0-
7
0-
8
210.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
220.0
0-
7
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
230.0
0-
7
0-
8
0-
8
0-
9
0-
9
0-10
0-10
240.0
0-
8
0-
8
0-
9
0-
9
0-10
0-11
0-11
250.0
0-
9
0-
9
0-10
0-10
0-11
1-
0
1-
0
260.0
0-
9
0-10
0-10
0-11
1-
0
1-
1
1-
1
270.0
0-10
0-11
0-11
1-
0
1-
1
1-
1
1-
2
280.0
0-11
1-
0
1-
0
1-
1
1-
2
1-
3
1-
4
290.0
1-
0
1-
0
1-
1
1-
2
1-
3
1-
4
1-
5
300.0
1-
1
1-
1
1-
2
1-
3
1-
4
1-
5
1-
6
310.0
1-
1
1-
2
1-
3
1-
4
1-
5
1-
6
1-
7
320.0
1-
2
1-
3
1-
4
1-
5
1-
6
1-
7
1-
8
330.0
1-
3
1-
4
1-
5
1-
6
1-
7
1-
8
1-10
340.0
1-
4
1-
5
1-
6
1-
7
1-
8
1-
9
1-11
350.0
1-
5
1-
6
1-
7
1-
8
1-
9
1-11
2-
0
360.0
1-
6
1-
7
1-
8
1-
9
1-10
2-
0
2-
2
370.0
1-
7
1-
8
1-
9
1-10
2-
0
2-
1
2-
3
380.0
1-
8
1-
9
1-10
2-
0
2-
1
2-
3
2-
5
390.0
1-
9
1-10
2-
0
2-
1
2-
2
2-
4
2-
6
400.0
1-10
2-
0
2-
1
2-
2
2-
4
2-
6
2-
8
410.0
2-
0
2-
1
2-
2
2-
3
2-
5
2-
7
2-
9
420.0
2-
1
2-
2
2-
3
2-
5
2-
7
2-
9
2-11
430.0
2-
2
2-
3
2-
5
2-
6
2-
8
2-10
3-
1
440.0
2-
3
2-
4
2-
6
2-
8
2-10
3-
0
3-
2
450.0
2-
4
2-
6
2-
7
2-
9
2-11
3-
1
3-
4
460.0
2-
6
2-
7
2-
9
2-11
3-
1
3-
3
3-
6
470.0
2-
7
2-
8
2-10
3-
0
3-
2
3-
5
3-
8
480.0
2-
8
2-10
3-
0
3-
2
3-
4
3-
7
3-10
490.0
2-10
2-11
3-
1
3-
3
3-
6
3-
8
4-
0
500.0
2-11
3-
3-
3
3-
5
3-
7
3-10
4-
2
TITLE:
DRAWN
1
Stringing Sag Table Using Initial Sag - #2 ACSR-6/1 Stranding 0° -60° BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 6
Stringing Sag Table Using Initial Sag Conductor SPARROW NESC
Medium
Load
Ruling Span:
#2 AWG
6/1 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
691.
641.
350.0 Feet
.00
Tension
In Ice,
=
1336.
.0
Lb.
Psf Wind, Final
593.
545.
499.
456.
416.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
(LBS)
Temp F > Sag
60. Ft-In
Span 130.0
0-
3
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
140.0
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
150.0
0-
4
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
160.0
0-
5
0-
5
0-
6
0-
6
0-
7
0-
8
0-
8
170.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
9
0-10
180.0
0-
6
0-
7
0-
7
0-
8
0-
9
0-10
0-11
190.0
0-
7
0-
8
0-
8
0-
9
0-10
0-11
1-
0
200.0
0-
8
0-
9
0-
9
0-10
0-11
1-
0
1-
1
210.0
0-
9
0-
9
0-10
0-11
1-
0
1-
1
1-
3
220.0
0-10
0-10
0-11
1-
0
1-
1
1-
3
1-
4
230.0
0-10
0-11
1-
0
1-
1
1-
3
1-
4
1-
5
240.0
0-11
1-
0
1-
1
1-
2
1-
4
1-
5
1-
7
250.0
1-
0
1-
1
1-
2
1-
4
1-
5
1-
7
1-
9
260.0
1-
1
1-
2
1-
4
1-
5
1-
7
1-
8
1-10
270.0
1-
2
1-
4
1-
5
1-
6
1-
8
1-10
2-
0
280.0
1-
4
1-
5
1-
6
1-
8
1-10
2-
0
2-
2
290.0
1-
5
1-
6
1-
7
1-
9
1-11
2-
1
2-
4
300.0
1-
6
1-
7
1-
9
1-11
2-
1
2-
3
2-
6
310.0
1-
7
1-
9
1-10
2-
0
2-
2
2-
5
2-
8
320.0
1-
8
1-10
2-
0
2-
2
2-
4
2-
7
2-10
330.0
1-10
1-11
2-
1
2-
3
2-
6
2-
9
3-
0
340.0
1-11
2-
1
2-
3
2-
5
2-
8
2-11
3-
2
350.0
2-
0
2-
2
2-
4
2-
7
2-10
3-
1
3-
4
360.0
2-
2
2-
4
2-
6
2-
9
3-
0
3-
3
3-
7
370.0
2-
3
2-
5
2-
8
2-10
3-
2
3-
5
3-
9
380.0
2-
5
2-
7
2-
9
3-
0
3-
4
3-
7
4-
0
390.0
2-
6
2-
8
2-11
3-
2
3-
6
3-10
4-
2
400.0
2-
8
2-10
3-
1
3-
4
3-
8
4-
0
4-
5
410.0
2-
9
3-
0
3-
3
3-
6
3-10
4-
2
4-
7
420.0
2-11
3-
2
3-
5
3-
8
4-
0
4-
5
4-10
430.0
3-
1
3-
3
3-
7
3-10
4-
3
4-
8
5-
1
440.0
3-
2
3-
5
3-
9
4-
1
4-
5
4-10
5-
4
450.0
3-
4
3-
7
3-11
4-
3
4-
8
5-
1
5-
7
460.0
3-
6
3-
9
4-
1
4-
5
4-10
5-
4
5-10
470.0
3-
8
3-11
4-
3
4-
8
5-
1
5-
6
6-
1
480.0
3-10
4-
1
4-
5
4-10
5-
3
5-
9
6-
4
490.0
4-
0
4-
3
4-
7
5-
0
5-
6
6-
0
6-
7
500.0
4-
2
4-
5
4-10
5-
3
5-
9
6-
3
6-10
TITLE:
DRAWN
Stringing Sag Table Using Initial Sag - #2 ACSR-6/1 Stranding 60° -120° BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 7
Stringing Sag Table Using Initial Sag Conductor LINNET NESC
Medium
Load
Ruling Span:
336.4 Kcmil
26/7 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
350.0 Feet
Tension
.00
=
4700.
In Ice,
Lb.
.0
Psf Wind, Final
4547.
4341.
4133.
3921.
3708.
3494.
3280.
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
130.0
0-
3
0-
3
0-
3
0-
3
0-
3
0-
3
0-
4
140.0
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
150.0
0-
3
0-
4
0-
4
0-
4
0-
4
0-
4
0-
5
160.0
0-
4
0-
4
0-
4
0-
5
0-
5
0-
5
0-
5
170.0
0-
4
0-
5
0-
5
0-
5
0-
5
0-
6
0-
6
180.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
6
0-
7
190.0
0-
6
0-
6
0-
6
0-
6
0-
7
0-
7
0-
8
200.0
0-
6
0-
6
0-
7
0-
7
0-
7
0-
8
0-
8
210.0
0-
7
0-
7
0-
7
0-
8
0-
8
0-
9
0-
9
220.0
0-
7
0-
8
0-
8
0-
9
0-
9
0-10
0-10
230.0
0-
8
0-
8
0-
9
0-
9
0-10
0-11
0-11
240.0
0-
9
0-
9
0-10
0-10
0-11
0-11
1-
0
250.0
0-10
0-10
0-10
0-11
1-
0
1-
0
1-
1
260.0
0-10
0-11
0-11
1-
0
1-
1
1-
1
1-
2
270.0
0-11
1-
0
1-
0
1-
1
1-
2
1-
2
1-
3
280.0
1-
0
1-
1
1-
1
1-
2
1-
3
1-
4
1-
5
290.0
1-
1
1-
1
1-
2
1-
3
1-
4
1-
5
1-
6
300.0
1-
2
1-
2
1-
3
1-
4
1-
5
1-
6
1-
7
310.0
1-
3
1-
3
1-
4
1-
5
1-
6
1-
7
1-
8
320.0
1-
4
1-
4
1-
5
1-
6
1-
7
1-
8
1-10
330.0
1-
5
1-
5
1-
6
1-
7
1-
8
1-10
1-11
340.0
1-
6
1-
6
1-
7
1-
8
1-10
1-11
2-
0
350.0
1-
7
1-
8
1-
9
1-10
1-11
2-
0
2-
2
360.0
1-
8
1-
9
1-10
1-11
2-
0
2-
2
2-
3
370.0
1-
9
1-10
1-11
2-
0
2-
2
2-
3
2-
5
380.0
1-10
1-11
2-
0
2-
2
2-
3
2-
5
2-
7
390.0
1-11
2-
0
2-
2
2-
3
2-
4
2-
6
2-
8
400.0
2-
0
2-
2
2-
3
2-
4
2-
6
2-
8
2-10
410.0
2-
2
2-
3
2-
4
2-
6
2-
7
2-
9
3-
0
420.0
2-
3
2-
4
2-
6
2-
7
2-
9
2-11
3-
1
430.0
2-
4
2-
6
2-
7
2-
9
2-11
3-
1
3-
3
440.0
2-
6
2-
7
2-
9
2-10
3-
0
3-
2
3-
5
450.0
2-
7
2-
8
2-10
3-
0
3-
2
3-
4
3-
7
460.0
2-
8
2-10
3-
0
3-
1
3-
4
3-
6
3-
9
470.0
2-10
2-11
3-
1
3-
3
3-
5
3-
8
3-11
480.0
2-11
3-
1
3-
3
3-
5
3-
7
3-10
4-
1
490.0
3-
1
3-
2
3-
4
3-
6
3-
9
4-
0
4-
3
500.0
3-
2
3-
4
3-
6
3-
8
3-11
4-
2
4-
5
(LBS)
Temp F > Sag Span
TITLE:
Stringing Sag Table Using Initial Sag - 336.4 ACSR-26/7 Stranding 0°-60° DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 8
Stringing Sag Table Using Initial Sag Conductor LINNET NESC
Medium
Load
336.4 Kcmil Zone
Tens
350.0 Feet
26/7 Stranding ACSR Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Ruling Span:
.00
Tension
In Ice,
=
4700.
.0
Lb.
Psf Wind, Final
3280.
3068.
2859.
2655.
2459.
2274.
2100.
60.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
130.0
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
140.0
0-
4
0-
4
0-
5
0-
5
0-
6
0-
6
0-
6
150.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
160.0
0-
5
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
170.0
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
180.0
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
0-11
190.0
0-
8
0-
8
0-
9
0-
9
0-10
0-11
1-
0
200.0
0-
8
0-
9
0-10
0-10
0-11
1-
0
1-
1
210.0
0-
9
0-10
0-11
1-
0
1-
0
1-
1
1-
3
220.0
0-10
0-11
1-
0
1-
1
1-
2
1-
3
1-
4
230.0
0-11
1-
0
1-
1
1-
2
1-
3
1-
4
1-
5
240.0
1-
0
1-
1
1-
2
1-
3
1-
4
1-
6
1-
7
250.0
1-
1
1-
2
1-
3
1-
4
1-
6
1-
7
1-
9
260.0
1-
2
1-
3
1-
4
1-
6
1-
7
1-
9
1-10
270.0
1-
3
1-
4
1-
6
1-
7
1-
9
1-10
2-
0
280.0
1-
5
1-
6
1-
7
1-
8
1-10
2-
0
2-
2
290.0
1-
6
1-
7
1-
8
1-10
2-
0
2-
2
2-
4
300.0
1-
7
1-
8
1-10
2-
0
2-
1
2-
3
2-
6
310.0
1-
8
1-10
1-11
2-
1
2-
3
2-
5
2-
8
320.0
1-10
1-11
2-
1
2-
3
2-
5
2-
7
2-10
330.0
1-11
2-
1
2-
2
2-
4
2-
7
2-
9
3-
0
340.0
2-
0
2-
2
2-
4
2-
6
2-
9
2-11
3-
2
350.0
2-
2
2-
4
2-
6
2-
8
2-11
3-
1
3-
4
360.0
2-
3
2-
5
2-
7
2-10
3-
1
3-
4
3-
7
370.0
2-
5
2-
7
2-
9
3-
0
3-
3
3-
6
3-
9
380.0
2-
7
2-
9
2-11
3-
2
3-
5
3-
8
4-
0
390.0
2-
8
2-10
3-
1
3-
4
3-
7
3-10
4-
2
400.0
2-10
3-
0
3-
3
3-
6
3-
9
4-
1
4-
5
410.0
3-
0
3-
2
3-
5
3-
8
3-11
4-
3
4-
8
420.0
3-
1
3-
4
3-
7
3-10
4-
2
4-
6
4-10
430.0
3-
3
3-
6
3-
9
4-
0
4-
4
4-
8
5-
1
440.0
3-
5
3-
8
3-11
4-
3
4-
7
4-11
5-
4
450.0
3-
7
3-10
4-
1
4-
5
4-
9
5-
2
5-
7
460.0
3-
9
4-
0
4-
3
4-
7
5-
0
5-
5
5-10
470.0
3-11
4-
2
4-
6
4-10
5-
2
5-
7
6-
1
480.0
4-
1
4-
4
4-
8
5-
0
5-
5
5-10
6-
4
490.0
4-
3
4-
6
4-10
5-
3
5-
8
6-
1
6-
7
500.0
4-
5
4-
9
5-
5-
5
5-11
6-
4
6-11
(LBS)
Temp F > Sag Span
1
TITLE:
Stringing Sag Table Using Initial Sag - 336.4 ACSR-26/7 Stranding 60°-120° DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/05/06
N.T.S. DATE:
DATE:
Sag Table 9
Stringing Sag Table Using Initial Sag Conductor NESC
SWANATE
Medium
Load
#4
Ruling Span: 7/ 1 Stranding ACSR
AWG
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
350.0 Feet
Tension
.00
=
In Ice,
1144.
.0
Lb.
Psf Wind, Final
827.
796.
764.
730.
696.
661.
625.
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
(LBS)
Temp F > Sag Span 130.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
3
0-
3
140.0
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
0-
3
150.0
0-
3
0-
3
0-
3
0-
3
0-
3
0-
3
0-
4
160.0
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
0-
4
170.0
0-
4
0-
4
0-
4
0-
4
0-
4
0-
4
0-
5
180.0
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
0-
5
190.0
0-
4
0-
5
0-
5
0-
5
0-
5
0-
5
0-
6
200.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
6
0-
6
210.0
0-
5
0-
6
0-
6
0-
6
0-
6
0-
7
0-
7
220.0
0-
6
0-
6
0-
6
0-
7
0-
7
0-
7
0-
8
230.0
0-
6
0-
7
0-
7
0-
7
0-
8
0-
8
0-
9
240.0
0-
7
0-
7
0-
8
0-
8
0-
8
0-
9
0-
9
250.0
0-
8
0-
8
0-
8
0-
9
0-
9
0-
9
0-10
260.0
0-
8
0-
9
0-
9
0-
9
0-10
0-10
0-11
270.0
0-
9
0-
9
0-10
0-10
0-11
0-11
1-
0
280.0
0-10
0-10
0-10
0-11
0-11
1-
0
1-
1
290.0
0-10
0-11
0-11
1-
0
1-
0
1-
1
1-
2
300.0
0-11
0-11
1-
0
1-
0
1-
1
1-
2
1-
2
310.0
1-
0
1-
0
1-
1
1-
1
1-
2
1-
3
1-
3
320.0
1-
0
1-
1
1-
1
1-
2
1-
3
1-
4
1-
4
330.0
1-
1
1-
2
1-
2
1-
3
1-
4
1-
5
1-
5
340.0
1-
2
1-
3
1-
3
1-
4
1-
5
1-
6
1-
7
350.0
1-
3
1-
3
1-
4
1-
5
1-
6
1-
7
1-
8
360.0
1-
4
1-
4
1-
5
1-
6
1-
7
1-
8
1-
9
370.0
1-
5
1-
5
1-
6
1-
7
1-
8
1-
9
1-10
380.0
1-
6
1-
6
1-
7
1-
8
1-
9
1-10
1-11
390.0
1-
6
1-
7
1-
8
1-
9
1-10
1-11
2-
0
400.0
1-
7
1-
8
1-
9
1-10
1-11
2-
0
2-
2
410.0
1-
8
1-
9
1-10
1-11
2-
0
2-
2
2-
3
420.0
1-
9
1-10
1-11
2-
0
2-
1
2-
3
2-
4
430.0
1-10
1-11
2-
0
2-
1
2-
3
2-
4
2-
6
440.0
2-
0
2-
0
2-
1
2-
3
2-
4
2-
5
2-
7
450.0
2-
1
2-
2
2-
3
2-
4
2-
5
2-
7
2-
9
460.0
2-
2
2-
3
2-
4
2-
5
2-
7
2-
8
2-10
470.0
2-
3
2-
4
2-
5
2-
6
2-
8
2-10
2-11
480.0
2-
4
2-
5
2-
6
2-
8
2-
9
2-11
3-
1
490.0
2-
5
2-
6
2-
8
2-
9
2-11
3-
0
3-
3
500.0
2-
6
2-
8
2-
9
2-10
3-
3-
2
3-
4
TITLE:
DRAWN
0
Stringing Sag Table Using Initial Sag - #4 ACSR-7/1 Stranding 0°-60° BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 10
Ruling Span:
Stringing Sag Table Using Initial Sag Conductor NESC
#4 AWG
SWANATE
Medium
Load
7/ 1 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
350.0 Feet
Tension
.00
=
1144.
In Ice,
.0
Lb.
Psf Wind, Final
625.
589.
552.
515.
477.
440.
405.
60.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
130.0
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
140.0
0-
3
0-
3
0-
4
0-
4
0-
4
0-
4
0-
5
150.0
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
160.0
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
(LBS)
Temp F > Sag Span
170.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
180.0
0-
5
0-
6
0-
6
0-
6
0-
7
0-
7
0-
8
190.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
200.0
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
210.0
0-
7
0-
8
0-
8
0-
9
0-
9
0-10
0-11
220.0
0-
8
0-
8
0-
9
0-
9
0-10
0-11
1-
0
230.0
0-
9
0-
9
0-10
0-10
0-11
1-
0
1-
1
240.0
0-
9
0-10
0-10
0-11
1-
0
1-
1
1-
2
250.0
0-10
0-11
0-11
1-
0
1-
1
1-
2
1-
4
260.0
0-11
1-
0
1-
0
1-
1
1-
2
1-
3
1-
5
270.0
1-
0
1-
0
1-
1
1-
2
1-
3
1-
5
1-
6
280.0
1-
1
1-
1
1-
2
1-
3
1-
5
1-
6
1-
7
290.0
1-
2
1-
2
1-
3
1-
4
1-
6
1-
7
1-
9
300.0
1-
2
1-
3
1-
4
1-
6
1-
7
1-
9
1-10
310.0
1-
3
1-
4
1-
5
1-
7
1-
8
1-10
2-
0
320.0
1-
4
1-
5
1-
7
1-
8
1-10
1-11
2-
1
330.0
1-
5
1-
7
1-
8
1-
9
1-11
2-
1
2-
3
340.0
1-
7
1-
8
1-
9
1-11
2-
0
2-
2
2-
5
350.0
1-
8
1-
9
1-10
2-
0
2-
2
2-
4
2-
6
360.0
1-
9
1-10
2-
0
2-
1
2-
3
2-
6
2-
8
370.0
1-10
1-11
2-
1
2-
3
2-
5
2-
7
2-10
380.0
1-11
2-
1
2-
2
2-
4
2-
6
2-
9
3-
390.0
2-
0
2-
2
2-
4
2-
6
2-
8
2-11
3-
2
400.0
2-
2
2-
3
2-
5
2-
7
2-10
3-
1
3-
4
410.0
2-
3
2-
5
2-
7
2-
9
2-11
3-
2
3-
6
420.0
2-
4
2-
6
2-
8
2-10
3-
1
3-
4
3-
8
430.0
2-
6
2-
8
2-10
3-
0
3-
3
3-
6
3-10
440.0
2-
7
2-
9
2-11
3-
2
3-
5
3-
8
4-
0
450.0
2-
9
2-11
3-
1
3-
4
3-
7
3-10
4-
2
460.0
2-10
3-
0
3-
3
3-
5
3-
9
4-
0
4-
5
470.0
2-11
3-
2
3-
4
3-
7
3-11
4-
2
4-
7
480.0
3-
1
3-
3
3-
6
3-
9
4-
1
4-
5
4-
9
490.0
3-
3
3-
5
3-
8
3-11
4-
3
4-
7
5-
0
500.0
3-
4
3-
7
3-10
4-
4-
5
4-
9
5-
2
TITLE:
DRAWN
1
0
Stringing Sag Table Using Initial Sag - #4 ACSR-7/1 Stranding 60°-120° BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 11
Stringing Sag Table Using Initial Sag Conductor PENGUIN NESC
Medium
Load
Ruling Span:
#4/0 AWG
6/ 1 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
2613.
2475.
2336.
350.0 Feet
Tension
.00 2197.
=
2939.
In Ice,
.0
2057.
1919.
Lb.
Psf Wind, Final
1784.
(LBS)
Temp F >
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
130.0
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
140.0
0-
3
0-
3
0-
4
0-
4
0-
4
0-
4
0-
5
150.0
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
160.0
0-
4
0-
5
0-
5
0-
5
0-
5
0-
6
0-
6
Sag Span
170.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
180.0
0-
5
0-
6
0-
6
0-
6
0-
7
0-
7
0-
8
190.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
200.0
0-
7
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
210.0
0-
7
0-
8
0-
8
0-
9
0-
9
0-10
0-11
220.0
0-
8
0-
9
0-
9
0-10
0-10
0-11
1-
0
230.0
0-
9
0-
9
0-10
0-11
0-11
1-
0
1-
1
240.0
0-10
0-10
0-11
0-11
1-
0
1-
1
1-
2
250.0
0-10
0-11
1-
0
1-
0
1-
1
1-
2
1-
3
260.0
0-11
1-
0
1-
1
1-
1
1-
2
1-
3
1-
5
270.0
1-
0
1-
1
1-
2
1-
2
1-
3
1-
5
1-
6
280.0
1-
1
1-
2
1-
3
1-
4
1-
5
1-
6
1-
7
290.0
1-
2
1-
3
1-
4
1-
5
1-
6
1-
7
1-
9
300.0
1-
3
1-
4
1-
5
1-
6
1-
7
1-
8
1-10
310.0
1-
4
1-
5
1-
6
1-
7
1-
8
1-10
2-
0
320.0
1-
5
1-
6
1-
7
1-
8
1-10
1-11
2-
1
330.0
1-
6
1-
7
1-
8
1-10
1-11
2-
1
2-
3
340.0
1-
7
1-
8
1-10
1-11
2-
1
2-
2
2-
4
350.0
1-
8
1-10
1-11
2-
0
2-
2
2-
4
2-
6
360.0
1-10
1-11
2-
0
2-
2
2-
4
2-
5
2-
8
370.0
1-11
2-
0
2-
2
2-
3
2-
5
2-
7
2-10
380.0
2-
0
2-
1
2-
3
2-
5
2-
7
2-
9
2-11
390.0
2-
1
2-
3
2-
4
2-
6
2-
8
2-11
3-
1
400.0
2-
3
2-
4
2-
6
2-
8
2-10
3-
0
3-
3
410.0
2-
4
2-
6
2-
7
2-
9
3-
0
3-
2
3-
5
420.0
2-
5
2-
7
2-
9
2-11
3-
1
3-
4
3-
7
430.0
2-
7
2-
9
2-11
3-
1
3-
3
3-
6
3-
9
440.0
2-
8
2-10
3-
0
3-
2
3-
5
3-
8
3-11
450.0
2-10
3-
0
3-
2
3-
4
3-
7
3-10
4-
2
460.0
2-11
3-
1
3-
4
3-
6
3-
9
4-
0
4-
4
470.0
3-
1
3-
3
3-
5
3-
8
3-11
4-
2
4-
6
480.0
3-
3
3-
5
3-
7
3-10
4-
1
4-
4
4-
8
490.0
3-
4
3-
6
3-
9
4-
0
4-
3
4-
7
4-11
500.0
3-
6
3-
8
3-11
4-
2
4-
5
4-
9
5-
TITLE:
DRAWN BY:
Stringing Sag Table Using Initial Sag - 4/0 ACSR-6/1 Stranding 0°-60° APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/05/06
1
N.T.S. DATE:
DATE:
Sag Table 12
Ruling Span:
Stringing Sag Table Using Initial Sag Conductor PENGUIN NESC
Medium
Load
#4/0 AWG
6/ 1 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
1784.
1652.
1526.
350.0 Feet
Tension
.00 1407.
1297.
=
2939.
In Ice,
.0
1196.
Lb.
Psf Wind, Final
1105.
(LBS)
Temp F >
60.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
130.0
0-
4
0-
4
0-
5
0-
5
0-
6
0-
6
0-
7
140.0
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
0-
8
150.0
0-
6
0-
6
0-
6
0-
7
0-
8
0-
8
0-
9
160.0
0-
6
0-
7
0-
7
0-
8
0-
9
0-
9
0-10
170.0
0-
7
0-
8
0-
8
0-
9
0-10
0-11
0-11
180.0
0-
8
0-
9
0-
9
0-10
0-11
1-
0
1-
1
190.0
0-
9
0-10
0-10
0-11
1-
0
1-
1
1-
2
200.0
0-10
0-11
0-11
1-
0
1-
1
1-
3
1-
4
210.0
0-11
1-
0
1-
1
1-
2
1-
3
1-
4
1-
5
220.0
1-
0
1-
1
1-
2
1-
3
1-
4
1-
6
1-
7
230.0
1-
1
1-
2
1-
3
1-
4
1-
6
1-
7
1-
9
240.0
1-
2
1-
3
1-
4
1-
6
1-
7
1-
9
1-11
250.0
1-
3
1-
5
1-
6
1-
7
1-
9
1-11
2-
1
260.0
1-
5
1-
6
1-
7
1-
9
1-11
2-
1
2-
3
270.0
1-
6
1-
7
1-
9
1-11
2-
1
2-
3
2-
5
280.0
1-
7
1-
9
1-10
2-
0
2-
2
2-
5
2-
7
290.0
1-
9
1-10
2-
0
2-
2
2-
4
2-
7
2-
9
300.0
1-10
2-
0
2-
2
2-
4
2-
6
2-
9
3-
0
310.0
2-
0
2-
1
2-
3
2-
6
2-
8
2-11
3-
2
320.0
2-
1
2-
3
2-
5
2-
8
2-10
3-
1
3-
4
330.0
2-
3
2-
5
2-
7
2-10
3-
1
3-
4
3-
7
340.0
2-
4
2-
7
2-
9
3-
0
3-
3
3-
6
3-10
350.0
2-
6
2-
8
2-11
3-
2
3-
5
3-
9
4-
0
360.0
2-
8
2-10
3-
1
3-
4
3-
8
3-11
4-
3
370.0
2-10
3-
0
3-
3
3-
6
3-10
4-
2
4-
6
380.0
2-11
3-
2
3-
5
3-
9
4-
1
4-
5
4-
9
390.0
3-
1
3-
4
3-
8
3-11
4-
3
4-
8
5-
0
400.0
3-
3
3-
6
3-10
4-
2
4-
6
4-10
5-
3
410.0
3-
5
3-
8
4-
0
4-
4
4-
9
5-
1
5-
6
420.0
3-
7
3-11
4-
2
4-
7
4-11
5-
4
5-10
430.0
3-
9
4-
1
4-
5
4-
9
5-
2
5-
8
6-
1
440.0
3-11
4-
3
4-
7
5-
0
5-
5
5-11
6-
5
450.0
4-
2
4-
6
4-10
5-
3
5-
8
6-
2
6-
8
460.0
4-
4
4-
8
5-
1
5-
6
5-11
6-
5
7-
0
470.0
4-
6
4-10
5-
3
5-
9
6-
2
6-
9
7-
3
480.0
4-
8
5-
1
5-
6
6-
0
6-
6
7-
0
7-
7
490.0
4-11
5-
3
5-
9
6-
3
6-
9
7-
4
7-11
500.0
5-
5-
6
6-
0
6-
6
7-
0
7-
7
8-
Sag Span
1
3
TITLE:
Stringing Sag Table Using Initial Sag - 4/0 ACSR-6/1 Stranding 60°-120° DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 13
Stringing Sag Table Using Initial Sag Conductor APPALOOSA NESC
Medium
Load
Ruling Span:
QUADRUPLEX Service Drop
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
100.0 Feet
Tension
.00
=
2630.
Lb.
In Ice,
.0
Psf Wind, Final
2615.
2477.
2339.
2200.
2062.
1925.
1790.
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
40.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
50.0
0-
1
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
60.0
0-
2
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
70.0
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
80.0
0-
4
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
90.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
100.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
110.0
0-
7
0-
8
0-
8
0-
9
0-
9
0-10
0-11
120.0
0-
9
0-
9
0-10
0-10
0-11
1-
0
1-
1
130.0
0-10
0-11
0-11
1-
0
1-
1
1-
2
1-
3
140.0
1-
0
1-
0
1-
1
1-
2
1-
3
1-
4
1-
5
150.0
1-
1
1-
2
1-
3
1-
4
1-
5
1-
6
1-
8
H
1790.
1659.
1534.
1416.
1307.
1207.
1117.
60.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
40.0
0-
1
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
50.0
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
0-
3
60.0
0-
3
0-
3
0-
4
0-
4
0-
4
0-
5
0-
5
70.0
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
80.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
90.0
0-
7
0-
8
0-
8
0-
9
0-10
0-10
0-11
100.0
0-
9
0-
9
0-10
0-11
1-
0
1-
1
1-
2
110.0
0-11
0-11
1-
0
1-
1
1-
2
1-
4
1-
5
120.0
1-
1
1-
2
1-
3
1-
4
1-
5
1-
7
1-
8
130.0
1-
3
1-
4
1-
5
1-
7
1-
8
1-10
2-
0
140.0
1-
5
1-
6
1-
8
1-10
1-11
2-
1
2-
3
150.0
1-
8
1-
9
1-11
2-
2-
2-
5
2-
8
(LBS)
Temp F > Sag Span
Tens
(LBS)
Temp F > Sag Span
1
3
TITLE:
Stringing Sag Table Using Initial Sag - APPALOOSA - 4/0-19 Strand 0°-120° QUADRUPLEX DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 14
Stringing Sag Table Using Initial Sag Conductor PENGUIN NESC
Medium
Load
Ruling Span:
#4/0 AWG
6/ 1 Stranding ACSR
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
2545.
2397.
2246.
150.0 Feet
Tension
.00 2092.
1935.
=
2545.
In Ice,
.0
1776.
Lb.
Psf Wind, Final
1616.
(LBS)
Temp F >
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
50.0
0-
0
0-
0
0-
0
0-
1
0-
1
0-
1
0-
1
60.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
70.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
80.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
2
0-
2
90.0
0-
1
0-
1
0-
2
0-
2
0-
2
0-
2
0-
2
100.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
0-
3
110.0
0-
2
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
120.0
0-
2
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
130.0
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
0-
5
140.0
0-
3
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
150.0
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
0-
6
160.0
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
170.0
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
0-
8
180.0
0-
6
0-
6
0-
6
0-
7
0-
7
0-
8
0-
9
190.0
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
200.0
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
0-11
H
1616.
1455.
1295.
1138.
990.
853.
733.
60.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
50.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
60.0
0-
1
0-
1
0-
1
0-
1
0-
2
0-
2
0-
2
70.0
0-
1
0-
1
0-
2
0-
2
0-
2
0-
3
0-
3
80.0
0-
2
0-
2
0-
2
0-
2
0-
3
0-
3
0-
4
90.0
0-
2
0-
2
0-
3
0-
3
0-
4
0-
4
0-
5
100.0
0-
3
0-
3
0-
3
0-
4
0-
4
0-
5
0-
6
110.0
0-
3
0-
4
0-
4
0-
5
0-
5
0-
6
0-
7
120.0
0-
4
0-
4
0-
5
0-
6
0-
6
0-
7
0-
9
130.0
0-
5
0-
5
0-
6
0-
6
0-
7
0-
9
0-10
140.0
0-
5
0-
6
0-
7
0-
8
0-
9
0-10
1-
0
150.0
0-
6
0-
7
0-
8
0-
9
0-10
1-
0
1-
1
160.0
0-
7
0-
8
0-
9
0-10
0-11
1-
1
1-
3
170.0
0-
8
0-
9
0-10
0-11
1-
1
1-
3
1-
5
180.0
0-
9
0-10
0-11
1-
0
1-
2
1-
5
1-
7
190.0
0-10
0-11
1-
0
1-
2
1-
4
1-
6
1-
9
200.0
0-11
1-
1-
1
1-
3
1-
6
1-
8
2-
0
Sag Span
Tens
(LBS)
Temp F > Sag Span
0
TITLE:
Stringing Sag Table Using Initial Sag - 4/0 ACSR-6/1 Stranding 0°-120° OPEN SECONDARY DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DENNYH DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S. DATE:
DATE:
DATE:
DRAWING
NO.
Sag Table 15
Stringing Sag Table Using Initial Sag Conductor ZUZARA NESC
Medium
Load
TRIPLEX
Ruling Span:
Service Drop
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
2592.
2449.
2305.
100.0 Feet
Tension
.00 2160.
=
2592.
In Ice,
.0
2013.
1866.
Lb.
Psf Wind, Final
1721.
(LBS)
Temp F >
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
0
0-
0
0-
0
0-
0
0-
1
0-
1
0-
1
40.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
50.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
2
0-
2
60.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
70.0
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
0-
3
80.0
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
0-
4
90.0
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
100.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
6
0-
7
110.0
0-
6
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
120.0
0-
7
0-
7
0-
7
0-
8
0-
8
0-
9
0-10
130.0
0-
8
0-
8
0-
9
0-
9
0-10
0-11
1-
0
140.0
0-
9
0-10
0-10
0-11
1-
0
1-
0
1-
2
150.0
0-10
0-11
1-
1-
1-
1
1-
2
1-
4
H
1721.
1578.
1440.
1309.
1187.
1075.
976.
60.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
40.0
0-
1
0-
1
0-
1
0-
1
0-
2
0-
2
0-
2
50.0
0-
2
0-
2
0-
2
0-
2
0-
3
0-
3
0-
3
60.0
0-
2
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
70.0
0-
3
0-
4
0-
4
0-
4
0-
5
0-
5
0-
6
80.0
0-
4
0-
5
0-
5
0-
6
0-
6
0-
7
0-
8
90.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
9
0-10
100.0
0-
7
0-
8
0-
8
0-
9
0-10
0-11
1-
0
110.0
0-
8
0-
9
0-10
0-11
1-
0
1-
1
1-
3
120.0
0-10
0-11
1-
0
1-
1
1-
2
1-
4
1-
6
130.0
1-
0
1-
1
1-
2
1-
3
1-
5
1-
7
1-
9
140.0
1-
2
1-
3
1-
4
1-
6
1-
8
1-10
2-
0
150.0
1-
4
1-
5
1-
7
1-
8
1-11
2-
2-
3
Sag Span
Tens
0
0
(LBS)
Temp F > Sag Span
1
TITLE:
Stringing Sag Table Using Initial Sag - ZUZARA - 4/0 - 19 Strand - 0°-120° TRIPLEX DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/05/06
N.T.S. DATE:
DATE:
Sag Table 16
Stringing Sag Table Using Initial Sag Conductor TERRIER NESC
Medium
Load
Ruling Span:
DUPLEX
Service Drop
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
603.
573.
543.
100.0 Feet
Tension
.00 511.
=
690.
In Ice,
479.
446.
Lb.
.0
Psf Wind, Final
412.
(LBS)
Temp F >
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
0
0-
0
0-
0
0-
0
0-
0
0-
0
0-
0
40.0
0-
0
0-
0
0-
1
0-
1
0-
1
0-
1
0-
1
50.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
60.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
2
70.0
0-
1
0-
1
0-
2
0-
2
0-
2
0-
2
0-
2
80.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
0-
3
90.0
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
0-
3
100.0
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
0-
4
110.0
0-
3
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
120.0
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
130.0
0-
5
0-
5
0-
5
0-
6
0-
6
0-
7
0-
7
140.0
0-
6
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
150.0
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
0-
9
Sag Span
H
Tens
412.
378.
343.
308.
274.
241.
210.
60.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
0
0-
0
0-
0
0-
1
0-
1
0-
1
0-
1
40.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
50.0
0-
1
0-
1
0-
1
0-
1
0-
2
0-
2
0-
2
60.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
3
0-
3
70.0
0-
2
0-
2
0-
2
0-
3
0-
3
0-
4
0-
4
80.0
0-
3
0-
3
0-
3
0-
4
0-
4
0-
5
0-
5
90.0
0-
3
0-
4
0-
4
0-
5
0-
5
0-
6
0-
7
100.0
0-
4
0-
5
0-
5
0-
6
0-
6
0-
7
0-
8
110.0
0-
5
0-
6
0-
6
0-
7
0-
8
0-
9
0-10
120.0
0-
6
0-
7
0-
7
0-
8
0-
9
0-10
1-
0
130.0
0-
7
0-
8
0-
9
0-
9
0-11
1-
0
1-
2
140.0
0-
8
0-
9
0-10
0-11
1-
0
1-
2
1-
4
150.0
0-
9
0-10
0-11
1-
1-
2
1-
4
1-
6
(LBS)
Temp F > Sag Span
TITLE:
1
Stringing Sag Table Using Initial Sag - TERRIER - #4 - 7 Strand - 0°-120° DUPLEX
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DENNYH DATE:
07/05/06
N.T.S. DATE:
DATE:
Sag Table 17
Stringing Sag Table Using Initial Sag Conductor PERIWINKLE NESC
Medium
Load
Ruling Span:
TRIPLEX
Service Drop
Zone
Max
Design: 25.0 %Ult. @ 15.0 Deg F, H
Tens
100.0 Feet
Tension
.00
=
713.
In Ice,
Lb.
.0
Psf Wind, Final
612.
583.
553.
523.
492.
460.
428.
0.
10.
20.
30.
40.
50.
60.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
0
0-
0
0-
0
0-
0
0-
0
0-
1
0-
1
40.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
50.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
2
60.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
70.0
0-
2
0-
2
0-
2
0-
2
0-
3
0-
3
0-
3
80.0
0-
3
0-
3
0-
3
0-
3
0-
3
0-
4
0-
4
90.0
0-
3
0-
4
0-
4
0-
4
0-
4
0-
5
0-
5
100.0
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
0-
6
110.0
0-
5
0-
5
0-
6
0-
6
0-
6
0-
7
0-
7
120.0
0-
6
0-
6
0-
7
0-
7
0-
8
0-
8
0-
9
130.0
0-
7
0-
7
0-
8
0-
8
0-
9
0-
9
0-10
140.0
0-
8
0-
9
0-
9
0-10
0-10
0-11
1-
0
150.0
0-
9
0-10
0-10
0-11
1-
1-
1-
2
(LBS)
Temp F > Sag Span
H
Tens
428.
396.
364.
332.
0
302.
1
273.
246.
(LBS)
Temp F >
60.
70.
80.
90.
100.
110.
120.
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
Ft-In
30.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
0-
1
40.0
0-
1
0-
1
0-
1
0-
1
0-
1
0-
2
0-
2
50.0
0-
2
0-
2
0-
2
0-
2
0-
2
0-
2
0-
3
60.0
0-
2
0-
2
0-
3
0-
3
0-
3
0-
3
0-
4
70.0
0-
3
0-
3
0-
3
0-
4
0-
4
0-
5
0-
5
80.0
0-
4
0-
4
0-
5
0-
5
0-
5
0-
6
0-
7
90.0
0-
5
0-
5
0-
6
0-
6
0-
7
0-
8
0-
8
100.0
0-
6
0-
7
0-
7
0-
8
0-
9
0-
9
0-10
110.0
0-
7
0-
8
0-
9
0-
9
0-10
0-11
1-
1
120.0
0-
9
0-
9
0-10
0-11
1-
0
1-
2
1-
3
130.0
0-10
0-11
1-
0
1-
1
1-
2
1-
4
1-
6
140.0
1-
0
1-
1
1-
2
1-
3
1-
5
1-
7
1-
9
150.0
1-
2
1-
3
1-
4
1-
5
1-
7
1-
9
2-
0
Sag Span
TITLE:
Stringing Sag Table Using Initial Sag - PERIWINKLE - #4 - 7 Strand - 0°-120° TRIPLEX DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
DENNYH DATE:
07/05/06
N.T.S.
Sag Table 18
Index P Streetlight Assembly I.D. Assemblies M26-5HPS
Drawing Title (Description) Streetlight and Private Security Light
Photo cell must point North
6"
9"
All security lights are to be installed cable
as
above
service
shown.
19'-6" Minimum
Ground
Level
NOTE: DO
NOT
INSTALL
SECURITY
LIGHTS
ON
POLES
SUPPORTING TRANSFORMERS, EQUIPMENT, OR POLES
Stock Number
10501 10946
p ek
TAPS.
Material
Item
10934
WITH
Alternate 10485
p
Qty 1
Light, Security, HPS, 100 Watt, Complete (includes 5/8" x 10" Machine Bolt & 2 Lag Screws) Crimpit, Streetlight, Blackburn #WR-9 Locknut, 5/8" Sq. Galvanized Regular
2 1
Materials
Crimpit, Compression,
2
1/0 - #12
TITLE:
Streetlight and Private Security Light DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
N.T.S.
DENNYH DATE:
07/05/06
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
M26-5HPS
Index Q Underground Riser Pole Assembly I.D. Assemblies UM2-8
Drawing Title (Description) Primary Underground Dip Pole Structure
UM2-8(M)
Primary Underground Dip Pole Structure (Materials)
UM2-4XS
Single Phase Deadend Terminal Pole
UM2-4XS(M)
Single Phase Deadend Terminal Pole - Materials
UM2-4XS
Single Phase Tangent Terminal Pole
UM2-4XS(M)
Single Phase Tangent Terminal Pole - Materials
UM2-4XL
Single Phase Deadend Terminal Pole
UM2-4XL(M)
Single Phase Deadend Terminal Pole - Materials
4"
3'-8"
4"
3'-8"
k
ap-bv SOURCE
n,d,ek
av
c,d,ek
4'-0" 10"
16"
22"
24"
aa,ek
l
24" NEUTRAL
6" ax
bi
CH
20"
4'-0"
ITEM AN
C E
c,d,ek Aluma-Form Bracket Aluma-Form
3'-0"
Bracket
6" Vent End Cap CV60
3°
3
Hole
1.446
O.D. 2'-0"
Vent Cap
Min.
Aluma-Form 6"
Stand-off Bracket 6"
GRC
8'-0"
Coupling
Note: All metal riser to be
18'-20'Min.=40' Pole 22'-25'Min.=45' Pole
grounded
8'-0"
Optional Bracket Support Aluma-Form 6"
Stand-off Bracket
Vent
Coupling Part
2'-0"
#BCV60
12"
6"
48"
Slack
FRONT
Concrete
VIEW
Anchor
for
SCALE:N.T.S.
Riser
SIDE
VIEW
SCALE:N.T.S.
TITLE:
Primary Underground Dip Pole Structure DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
07/05/06
SCALE
N.T.S.
DENNYH DATE:
MANAGEMENT
DATE:
DATE:
DATE:
DRAWING
NO.
UM2-8
Stock Number
Material
Item
Qty
10125
c
Bolt, Machine, 5/8"X12" With Nut
2
11599
d
Washer, Square, 2-1/4" Sq. 13/16" Hole
11
10503
g
10119
c
11276
j
10114 10486 11071 10045 10508 10946 11325 10189 10274 11445 10977 10944
Crossarm, 3-3/4"X 4-3/4"x 8' Bolt, Machine, 1/2" X 6" With Nut
1 pr
Uhd
Mount
ek
Locknut, 1/2" Sq. Galvanized Regular
4
Crimpit, Copper Blackburn #CF1010 Kit Preparation for URD Cable Wire, #2 THHN Stranded Copper Red Coupling, Ventilator, URD 6" Rigid
3
Cold p
10909 ah
11616 10469 10192
Terminator/Arrester
10817
p bv
10312
ap
11392 10126
c
10888
cm
10299
l
11600
d
11907
bi
10112
n
10335
s
10512
c
3-Phase
Shrink
Bracket
11343 10484
4
Screw, Lag-Fetter 1/2" X 4" n Bolt, Double Arming, 5/8" x 22" p Crimpit, Compression, WR-259, 1/0-1/0 aa Nut, Oval Eye, Round 5/8" Uae Arrester Riser Sentry URD 18KV ax Cutout, Fuse 15/26 KV 100 Amp Dist. ek Locknut 5/8 Sq. Galvanized Regular Staples Sq. Shank Copper cu Brace, Crossarm, 60" Span X 18" Drop Ugc Cap Vent Support 1/0 URD, 6" IMC .345 MIL Ugk Terminator 1/0 URD 25KV for .345 MIL
12452 10498
1
Conduit
Stand-off
3
1 4 3 3 13 1
lb
1 pr 1 3 1 3 1 45' 1 3
Strap, 6" size, Stand-off Bracket Crimpit, Compression, WR-159, #4-#4
3
Guard, Line, 1/0 ACSR Preformed #MG-0135
3
Clamp, Hot Line, #4-4/0 ACSR #S1530AC Tape Electrical Assorted Colors
3
Bolt, Machine, 5/8" X 14" With Nut
4
3
1
Insulator, Suspension, Clevis 9" Clamp, DE Strain, #6-2/0 ACSR, Pistol Type Washer, Square, 3" Galvanized
6
Gain, Shelf for braceless crossarms
1
Bolt, Double Arming, 5/8" x 18" Clevis, Swinging Less Insulator Deadend, Distribution-Grip, 1/0 ACSR
1
3 15
1 4
NOTES: 1.
NO
BENDS
PERMITTED
2.
ALLOW
MINIMUM
3.
TOTAL
ARRESTER
TITLE:
DRAWN
CABLE
WITHIN
LEAD
OF
OF
24"
SLACK
6"
LENGTH
MUST
CABLE AT BE
TERMINAL
BOTTOM UNDER
3
OF
BEND. RISER.
FEET.
Primary Underground Dip Pole Structure (Materials) BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
07/05/06
MANAGEMENT
SCALE
N.T.S.
DENNYH DATE:
DATE:
DATE:
DRAWING
NO.
UM2-8(M)
GUY
SOURCE
CUTOUT
ARRESTER
TOP VIEW SCALE:NTS
FIBERGLASS GUY
STRAIN
(DE1-1.1)
k
(f)
ARMOR
l
W/
ROD
LINE
GUARD
SOURCE
SOURCE b 1'-10"
Uae CUTOUT (n)
NEUTRAL
C H A N C E
NEUTRAL 4'-0"
ALUMA-FORM
TERMINATOR
ARRESTER
BRACKET
(xx)
(af)
3'-0"
3"
VENT
CAP 3
END
CV60
HOLE
3∅
1.446 O.D.
NOTE:
2'-0" MIN.
VENT
CAP
(g)
45-5 POLE 5'
ALUMA-FORM
MAX.
6" 8'-0"
6"
STAND-OFF
BRACKET
GRC
(aa)
COUPLING
HEIGHT
LAG
MAY VARY
SCREW
(j)
8'-0"
VENT
COUPLING
2'-0" MIN. 1'-0" MIN.
TAPE
48"
FRONT VIEW
SIDE VIEW
SCALE:NTS
SCALE:NTS
TITLE:
Single Phase Deadend Terminal Pole DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DATE:
DATE:
DRAWING NO.
DennyH DATE:
06/29/06
N.T.S. UM2-4XS
Stock Number
Material
Item
Qty
10125
c
Bolt, Machine, 5/8" X 12" With Nut
6
11599
d
Washer, Square, 2-1/4" Sq. 13/16" Hole
9
11342
g
Strap 3" Size Stand-Off Bracket
3
Cap Vent Support 1/0 URD 3" IMC. 345 MIL.
1
10273
i
10508
n
Cutout Fuse 15/26 kV 100 Amp Dist.
1
10389
p
Connector
1
10192
aa
Bracket
10483
Uae
Crimpit Compression WR-189 #2-#2
2
10045
af
Arrester Riser Sentry URD 18kV
1
11445
xx
Terminator
10194
al
Bracket
11276
j
Screw Lag-Fetter 1/2" X 4"
3
10888
k
Insulator, Suspension, Clevis Type, 9"
2
10312
ap
Clamp, Hotline #4-4/0 ACSR #S1530AC
1
Clamp De Strain, #6-2/0 ACSR Pistol Type
1
Coupling Ventilator URD 3" Rigid
1
l
10299 10468
Ground
Conduit
1/0
Pole
3-1/2"
IPS
Sub-Statn.
3
Stand-Off
URD
Mount
25kV
For
.345
1
MIL.
1
Combination
NOTES: 1.
NO
2.
TOTAL
BENDS
TITLE:
DRAWN
PERMITTED
ARRESTER
WITHIN
LEAD
6"
LENGTH
OF
MUST
CABLE BE
TERMINAL
UNDER
3
BEND.
FEET.
Single Phase Deadend Terminal Pole - Materials BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DennyH DATE:
SCALE
N.T.S. DATE:
06/29/06
MANAGEMENT
DATE:
DATE:
DRAWING
NO.
UM2-4XS(M)
LINE
GUARD
SOURCE
SOURCE
WRAPLOCK
Uae
CUTOUT (n)
NEUTRAL
C H A N C E
NEUTRAL 4'-0"
TERMINATOR (xx)
ALUMA-FORM BRACKET ARRESTER
1/0
(af)
PRIMARY
CABLE
ALUMA-FORM BRACKET
4'-0"
3"
NOTE: 45-5 POLE 5'
2'-0"
MIN.
VENT
CV30
1∅
1.446
O.D.
END 1
CAP
HOLE g
MAX. ALUMA-FORM 6" STAND-OFF 6"
8'-0"
BRACKET
GRC
(aa)
COUPLING
HEIGHT
MAY
VARY
8'-0"
VENT 2'-0"
COUPLING
MIN. 1'-0"
MIN.
TAPE
12" 48"
H1.1C (VM2-11.1)
FRONT VIEW
SIDE VIEW
SCALE:NTS
SCALE:NTS
TITLE:
DRAWN
Single Phase Tangent Terminal Pole BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/29/06
SCALE
N.T.S.
DennyH DATE:
MANAGEMENT
DATE:
DATE:
DRAWING
NO.
UM2-4XS
Stock Number
Material
Item
Qty
10125
c
Bolt, Machine, 5/8" X 12" With Nut
11599
d
Washer, Square, 2-1/4" Sq. 13/16" Hole
9
Strap 3" Size Stand-Off Bracket
3
Cap Vent Support 1/0 URD 3" IMC. 345 MIL.
1 1
11342
g
10273
i
6
11446
Ud
Terminator
10508
n
Cutout Fuse 15/26 kV 100 Amp Dist.
1
10882
a
Insulator, Pin Type, 14.4/24.9 kV
1
10192
aa
Bracket
3
10483
Uae
Crimpit Compression WR-189 #2-#2
2
10045
af
Arrester Riser Sentry URD 18kV
1
11445
xx
Terminator
10194
al
Bracket
10817
bv
Guard, Line, 1/0 ACSR Preformed #MG-0135
1
11083
b
Pin, Offset Pole Top
2
Coupling Ventilator URD 3" Rigid
1
10468
Aluminum
Conduit
1/0
Pole
Bracket
Stand-Off
URD
Mount
25kV
For
.345
1
MIL.
1
Combination
NOTES: 1.
NO
2.
TOTAL
BENDS
TITLE:
PERMITTED
ARRESTER
WITHIN
LEAD
6"
LENGTH
OF
MUST
CABLE BE
TERMINAL
UNDER
3
BEND.
FEET.
Single Phase Tangent Terminal Pole - Materials
DRAWN BY:
APPROVED ENGINEERING
APPROVED SAFETY
APPROVED MANAGEMENT
SCALE
DATE:
DRAWING NO.
DennyH DATE:
N.T.S. DATE:
06/29/06
DATE:
UM2-4XS(M)
GUY
SOURCE
CUTOUT
TOP VIEW SCALE:NTS
FIBERGLASS GUY
STRAIN
(DE1-1.1)
ARMOR
l
k
(f)
W/
ROD
LINE
GUARD
SOURCE
SOURCE
b
1'-10"
Uae
n
NEUTRAL
C H A N C E
NEUTRAL xx
4'-0"
FUSE CABLE
CUTOUT (n)
POSITIONERS
CABLE
CS-820
MODEL:
POSITIONERS MODEL:CS-820
ALUMA-FORM BRACKET
ALUMA-FORM
3'-0"
BRACKET 3"
(Ud)
VENT
CV60
END
3∅
3
1.446
NOTE:
2'-0"
MIN.
VENT
CAP
HOLE O.D.
CAP g
45-5 POLE 5' MAX.
ALUMA-FORM 6"
6" GRC
8'-0"
STAND-OFF
BRACKET (aa)
COUPLING
HEIGHT LAG
VARY
(j)
8'-0"
VENT
2'-0"
MAY
SCREW
COUPLING
MIN. 1'-0"
MIN.
TAPE
12" 48"
FRONT VIEW
SIDE VIEW
SCALE:NTS
TITLE:
DRAWN
SCALE:NTS
Single Phase Deadend Terminal Pole BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DATE:
06/29/06
SCALE
N.T.S.
DennyH DATE:
MANAGEMENT
DATE:
DATE:
DRAWING
NO.
UM2-4XL
Stock Number
Material
Item
Qty
10125
c
Bolt, Machine, 5/8" X 12" With Nut
6
11599
d
Washer, Square, 2-1/4" Sq. 13/16" Hole
9
11342
g
Strap 3" Size Stand-Off Bracket
3
Cap Vent Support 1/0 URD 3" IMC. 345 MIL.
1 1
10273
i
11446
Ud
Terminator
10508
n
Cutout Fuse 15/26 kV 100 Amp Dist.
1
10389
p
Connector
1
10192
aa
Bracket
10483
Uae
Crimpit Compression WR-189 #2-#2
2
10045
af
Arrester Riser Sentry URD 18kV
1
11445
xx
Terminator
10194
al
Bracket
11276
j
Screw Lag-Fetter 1/2" X 4"
3
10888
k
Insulator, Suspension, Clevis Type, 9"
2
10312
ap
Clamp, Hotline #4-4/0 ACSR #S1530AC
1
Clamp De Strain, #6-2/0 ACSR Pistol Type
1
Coupling Ventilator URD 3" Rigid
1
l
10299 10468
Aluminum
Ground
Conduit
1/0
Pole
Bracket
3-1/2"
IPS
Sub-Statn.
3
Stand-Off
URD
Mount
25kV
For
.345
1
MIL.
1
Combination
NOTES: 1.
NO
2.
TOTAL
BENDS
PERMITTED
ARRESTER
WITHIN
LEAD
6"
LENGTH
OF
MUST
CABLE BE
TERMINAL
UNDER
3
BEND.
FEET.
TITLE:
Single Phase Deadend Terminal Pole - Materials DRAWN
BY:
APPROVED
ENGINEERING
APPROVED
SAFETY
APPROVED
DennyH DATE:
SCALE
N.T.S. DATE:
06/29/06
MANAGEMENT
DATE:
DATE:
DRAWING
NO.
UM2-4XL(M)
