Build a pole loading schedule row by row. Fill in the fields and click Add Row. Export as CSV to paste into AutoCAD via DATALINK.
Pole #
Height (ft)
Class
Setting Depth (ft-in)
Species / Treatment
Guying
Primary Voltage
Construction Type
Status
Notes
POLE LOADING SCHEDULE
#
Pole #
Height
Class
Setting Depth
Species / Treat.
Guying
Voltage
Type
Status
Notes
No rows yet — fill in the fields above and click Add Row
Export CSV → save as .csv → link to AutoCAD via DATALINK for live schedule in your drawing.
Calculate minimum vertical clearances per NESC (National Electrical Safety Code) Table 232-1. Values shown are minimums — always verify against the current NESC edition and local utility standards.
Line Voltage (kV)
Crossing / Location Type
Conductor Type
Type
Name / Code
Size (kcmil / AWG)
Stranding
Overall Dia (in)
Weight (lb/1000ft)
RDC 25°C (Ω/mi)
Ampacity (A) @75°C
Rated Strength (lbf)
Guy wire and anchor sizing reference per RUS/NRECA guidelines. Use the calculator to determine guy lead distance and recommended strand size based on pole height and horizontal load.
⚙ Guy Lead Distance Calculator
Pole Height (ft)
Setting Depth (ft)
Attachment Ht from top (ft)
Lead Ratio (H:V)
Horizontal Load (lbs)
EHS Guy Strand — Rated Breaking Strength (RBS)
Size
Type
Diameter (in)
Weight (lb/ft)
RBS (lbs)
Common Use
3/8"
EHS
0.360
0.273
11,200
Light dist. tangent, service drops
7/16"
EHS
0.430
0.374
14,500
Standard dist. tangent/angle
1/2"
EHS
0.495
0.489
19,800
Dist. dead-end, heavy angle
9/16"
EHS
0.555
0.620
26,900
Sub-transmission, heavy load
5/8"
EHS
0.615
0.765
31,000
Transmission, large dead-ends
3/4"
EHS
0.745
1.115
43,700
Transmission, H-frame structures
3/8"
HS
0.360
0.273
10,800
Guy back — reduced capacity
7/16"
HS
0.430
0.374
14,000
Span guy, storm guy
Anchor Types & Holding Capacity
Anchor Type
Soil Class
Holding Capacity (lbs)
Installation
Notes
Screw Anchor — 8"
Normal
20,000–30,000
Hydraulic drive
Most common dist. anchor — RUS Class A/B soils
Screw Anchor — 10"
Normal
30,000–50,000
Hydraulic drive
Heavy load, dead-end, RUS Class C
Screw Anchor — 6"
Normal
12,000–18,000
Hydraulic drive
Light service drops
Log Anchor
Normal
8,000–15,000
Excavate & bury
Older installations — rock/ledge areas
Rock Anchor
Rock
20,000–80,000
Drill & grout
Bedrock — capacity varies by grout length
Expanding Anchor
Normal/Hard
15,000–40,000
Drive rod & expand
Cross-arm style — good in hard soils
Swamp Anchor
Wet/Soft
4,000–8,000
Drive/excavate
Poor soils — may need doubled or back guys
Common Guy Assembly Types
Assembly
Abbreviation
Where Used
Typical Strand
Notes
Down Guy
DG
Tangent/angle poles
3/8"–1/2" EHS
Standard — goes from pole to anchor in ground
Head Guy
HG
Dead-end, inline pull
1/2"–5/8" EHS
Resists full conductor tension at dead-end
Span Guy
SG
Across road/obstruction
3/8"–7/16" EHS
Horizontal — connects adjacent pole tops
Stub Guy
SBG
Limited lead space
Same as DG
Anchor attaches to adjacent stub pole
Push Brace
PB
No room for guy
N/A — wood
Compression member — 4"×4" or pipe
Storm Guy
STG
High wind areas
7/16"–1/2" EHS
Opposite direction from primary down guy
Sidewalk Guy
SWG
Urban — over sidewalk
3/8"–7/16" EHS
Guy protector/marker required per NESC
Build a field staking sheet for overhead distribution work. Enter project header info, then add pole-by-pole data. Export as CSV for AutoCAD DATALINK or print as a formatted sheet for field crews.
📋 Project Header
Project Name
Job Number
Feeder / Circuit
Voltage (kV)
Engineer / Drafter
Date
➕ Add Pole to Sheet
Pole #
Height (ft)
Class
Species
Setting Depth (ft)
Span Ahead (ft)
Span Back (ft)
Pole Type
Guy Required?
Primary Conductor
Framing
Notes
#
Pole #
Ht/Cls
Species
Depth
Span Ahead
Span Back
Type
Guy
Conductor
Framing
Notes
Del
Total poles: 0 |
Span total: 0 ft |
Poles requiring guy: 0
📉 Conductor Sag & Clearance Calculator
Parabolic approximation for distribution spans. Select conductor, enter span and tension, and calculate mid-span sag at any temperature. Results include a NESC clearance check for common crossing types.
Fills weight and RBS automatically
From ACSR/AAC tables — loaded condition
Used to auto-calculate initial tension
Horizontal distance pole-to-pole
Use span = ruling span for single spans
Horizontal tension at initial stringing temp
Typical: 60°F (15.5°C)
Max operating temp: 167–212°F for ACSR
Height where conductor ties to insulator
Difference from attachment grade — use 0 for level
📐 Sag Profile — Mid-span Cross-section View
Blue = initial stringing condition | Orange = calculated temperature condition | Green dashed = required NESC clearance (road crossing)
🌡 Sag at Multiple Temperatures
Temperature (°F)
Sag (ft)
Sag (in)
Clearance at Mid-span (ft)
Clearance vs. Road (18 ft min)
⚖ NESC Table 232-1 Clearance Check — At Calculated Temperature
⚠ Values per NESC 2023. Always verify against current edition, state PUC rules, and your utility's construction standards. These are minimum clearances — add design margin.
Crossing / Location
NESC Min. (ft)
Your Clearance (ft)
Status
Attach Height Needed
📐 Formulas Used
Parabolic Sag (industry approximation for distribution spans)
Sag at initial conditions:D₀ = w × L² / (8 × H₀)
w = conductor unit weight (lb/ft) | L = span (ft) | H₀ = initial horizontal tension (lbs)
Conductor length at initial conditions:S₀ ≈ L + 8D₀² / (3L)
This is the change-of-conductor-length method. For multi-span lines, substitute the ruling span for L in the thermal expansion step.
Sag at any point along span:y(x) = (4 × D × x × (L−x)) / L²
x = distance from attachment (0 to L) | D = mid-span sag | Max sag occurs at x = L/2
Note on ruling span: In a multi-span section, all spans share the same horizontal tension (assuming level attachments). The ruling span (RS) is the equivalent single span that produces the same tension as the multi-span section: RS = √(Σ(L³)/Σ(L)). For thermal calculations, the conductor expands based on the ruling span and redistributes tension equally across all spans. Always use the ruling span for temperature sag corrections, then use the actual span for final sag values.
🏗 Pole Loading — NESC Grade B/C, ANSI O5.1 Moment Check
Enter pole and loading data to compute transverse, longitudinal, and vertical loads. The resulting overturning moment is compared to ANSI O5.1 published fiber stress capacity for the selected pole class and species. For preliminary design only — final engineering must follow NESC, RUS Bulletin 200, and utility-specific construction standards.
🌲 Pole Properties (ANSI O5.1)
Typical: 10% of height + 2 ft
0° = tangent; 90° = dead-end equivalent
💨 Wind & Ice Loading (NESC Grade B/C)
NESC: Light=8, Medium=13, Heavy=13
NESC: Light=0, Medium=0, Heavy=0.5"
Typically same as conductor wind
⚡ Conductors & Attachments
Add each conductor/attachment. For span tensions at dead-ends or angles, enter the horizontal tension. For tangent spans, enter conductor weight only.
Orange arrows = transverse wind loads | Blue = conductor attachment points | Green = moment capacity at ground line
📊 Load Component Breakdown
Load Component
Direction
Force (lbs)
Arm (ft from GL)
Moment (ft-lbs)
⚖ ANSI O5.1 Moment Capacity Check
⚠ Fiber stress values from ANSI O5.1-2015. Actual pole capacity varies with species, grade, treatment, age, and condition. Always apply appropriate safety factor (typically 4.0 for Grade B, 2.0 for Grade C temporary). This tool does not account for pole deterioration.
F_pole = wind_psf × D_pole_avg × L_exposed / 144 (on pole body)
Longitudinal Load (dead-end / angle)
F_L = H × sin(θ) for angle poles | F_L = H for dead-ends
H = conductor horizontal tension (lbs) | θ = line angle (degrees)
Overturning Moment at Ground Line
M = Σ (F_i × h_i) — sum of all forces × their height above ground line
ANSI O5.1 Ground Line Moment Capacity
M_allow = f × Z — fiber stress × section modulus at ground line
Z = π × c³ / 32 — c = circumference at ground line ÷ π (diameter)
Published moment capacities already include ANSI O5.1 fiber stress by species and class. Divide published value by safety factor for allowable.
🔌 NEC Conduit Fill Calculator
Select conduit type and size, then add conductors. NEC Chapter 9, Tables 4 & 5 limits: 53% for 1 wire, 31% for 2 wires, 40% for 3+ wires.
From NEC Chapter 9, Table 4
Conductors
NEC Fill Limits Reference
NEC Chapter 9, Table 1: 1 conductor = 53% max fill · 2 conductors = 31% max fill · 3+ conductors = 40% max fill. These limits apply to all conduit types. Derating for more than 3 current-carrying conductors in a raceway per NEC 310.15(C)(1).
Conduit Size
Type
Total Area (in²)
40% Fill (in²)
31% Fill (in²)
53% Fill (in²)
THHN/THWN Wire Areas (NEC Ch. 9, Table 5)
AWG / kcmil
Area (in²)
Diameter (in)
Common Use
#14
0.0097
0.111
15A circuits, control wiring
#12
0.0133
0.130
20A circuits, general purpose
#10
0.0211
0.164
30A circuits, HVAC feeders
#8
0.0366
0.216
40–50A, dryers, small feeders
#6
0.0507
0.254
55–65A, panel feeders
#4
0.0824
0.324
70–85A, sub-panel feeders
#3
0.0973
0.352
85–100A feeders
#2
0.1158
0.384
95–115A, service entrance
#1
0.1562
0.446
110–130A, large feeders
#1/0
0.1855
0.486
125–150A, service entrance
#2/0
0.2223
0.532
145–175A, main feeders
#3/0
0.2679
0.584
165–200A, main feeders
#4/0
0.3237
0.642
195–230A, service entrance
250 kcmil
0.3970
0.711
215–255A, large service
300 kcmil
0.4608
0.766
240–285A, large service
350 kcmil
0.5242
0.817
260–310A, large feeders
400 kcmil
0.5863
0.864
280–335A
500 kcmil
0.7073
0.949
320–380A, large feeders
600 kcmil
0.8659
1.051
355–420A
750 kcmil
1.0496
1.156
400–475A, utility primary
⚡ Voltage Drop Calculator
NEC recommends max 3% VD for branch circuits, 5% combined feeder + branch. Formula: VD = (2 × K × I × L) / CM where K=12.9 copper / 21.2 aluminum.
NEC 310.16 Ampacity Table — Copper Conductors (75°C / 90°C in Conduit, ≤3 Conductors, 30°C Ambient)
Important: Use the 75°C ampacity column for most applications — equipment terminals are typically rated at 75°C per NEC 110.14(C). The 90°C column applies only when all termination equipment is rated 90°C. Apply correction factors for ambient temperature above 30°C and adjustment factors for more than 3 current-carrying conductors.
AWG / kcmil
Circular Mils
Cu 60°C (A)
Cu 75°C (A)
Cu 90°C (A)
Al 75°C (A)
Al 90°C (A)
Cu Ω/kft (75°C)
Typical Use
Temperature Correction Factors (NEC Table 310.15(B)(1))
Ambient Temp °C
Ambient Temp °F
60°C Insulation
75°C Insulation
90°C Insulation
10
50
1.29
1.20
1.15
16–20
61–68
1.22
1.13
1.11
21–25
70–77
1.14
1.08
1.05
26–30
79–86
1.00
1.00
1.00
31–35
88–95
0.91
0.94
0.96
36–40
97–104
0.82
0.88
0.91
41–45
106–113
0.71
0.82
0.87
46–50
115–122
0.58
0.75
0.82
51–55
124–131
0.41
0.67
0.76
56–60
133–140
—
0.58
0.71
61–70
142–158
—
0.33
0.58
Adjustment Factors — More Than 3 Current-Carrying Conductors (NEC 310.15(C)(1))
Conductors in Conduit
Adjustment Factor
Example: 20A Wire becomes...
1–3
100% (no reduction)
20A
4–6
80%
16A
7–9
70%
14A
10–20
50%
10A
21–30
45%
9A
31–40
40%
8A
41+
35%
7A
Voltage Drop Formula
Single Phase: VD (V) = (2 × K × I × L) / CM Three Phase: VD (V) = (1.732 × K × I × L) / CM
K = 12.9 for copper, 21.2 for aluminum
I = Load current in amps
L = One-way length in feet
CM = Circular mils of conductor
VD% = (VD / System Voltage) × 100
🔋 Transformer KVA Sizing Calculator
Calculate required KVA from load data, or find primary/secondary currents from a known KVA rating. Always select the next standard size up from calculated KVA.
Full load amps on secondary side
0.80–0.95 typical for motor loads
Apply if not all loads run simultaneously
Typical: 20–25% for new installations
Standard Transformer KVA Ratings
Always select the next standard size above your calculated requirement. Apply demand and diversity factors where appropriate. Add 20–25% for future load growth on new installations per good engineering practice.
KVA Rating
1Φ Primary A @ 480V
1Φ Secondary A @ 240V
3Φ Primary A @ 480V
3Φ Secondary A @ 208V
Typical Application
Transformer Formulas
KVA Calculations
Single Phase: kVA = (V × I) / 1000 Three Phase: kVA = (V × I × √3) / 1000 = (V × I × 1.7321) / 1000
From kW with Power Factor: kVA = kW / PF Turns Ratio: N = Vpri / Vsec Current Ratio: Isec / Ipri = Vpri / Vsec
Utility Distribution Transformer Reference
Type
Voltage Class
Typical KVA Range
Mounting
Common Use
Single-Phase Overhead
5kV–35kV primary
5–167 kVA
Pole-mounted
Residential, small commercial
Three-Phase Overhead
5kV–35kV primary
45–500 kVA
Pole bank or platform
Commercial, small industrial
Padmount (1Φ)
5kV–35kV primary
10–167 kVA
Ground pad
Residential URD, subdivisions
Padmount (3Φ)
5kV–35kV primary
75–2500 kVA
Ground pad
Commercial, industrial, campus
Substation (3Φ)
35kV–345kV primary
1–50 MVA
Substation
Distribution substation T&D
Dry-Type (1Φ/3Φ)
600V primary
1–1000 kVA
Indoor panel/wall
Building feeders, switchgear
Pole Classes & Heights — ANSI O5.1
Wood pole dimensions are standardized by ANSI O5.1. Class is determined by the minimum circumference at 6 feet from the butt — a lower class number means a stronger, larger-diameter pole. Height is measured from tip to butt. Setting depth rule of thumb: 10% of length + 2 feet.
Class
Min. Circ. @ 6ft from butt
Min. Top Circ.
Typical Use
40ft Setting Depth
45ft Setting Depth
50ft Setting Depth
H6
55.0"
27.0"
Heavy transmission, large dead-ends
6'-6"
7'-0"
7'-6"
H5
53.5"
25.0"
Transmission, large angle structures
6'-6"
7'-0"
7'-6"
H4
51.0"
23.0"
Transmission, heavy load tangent
6'-6"
7'-0"
7'-6"
H3
48.5"
21.0"
Sub-transmission, large dist. deadend
6'-6"
7'-0"
7'-6"
H2
46.0"
19.0"
Dist. dead-end, angle, riser
6'-6"
7'-0"
7'-6"
H1
43.5"
17.0"
Dist. dead-end, heavy angle
6'-6"
7'-0"
7'-6"
1
41.0"
27.0"
Standard dist. tangent, light angle
6'-0"
6'-6"
7'-0"
2
37.0"
25.0"
Light distribution, service spans
6'-0"
6'-6"
7'-0"
3
33.5"
23.0"
Standard distribution tangent (most common)
6'-0"
6'-6"
7'-0"
4
30.5"
21.0"
Light duty, short spans, service
5'-6"
6'-0"
6'-6"
5
27.5"
19.0"
Very light duty, secondary
5'-6"
6'-0"
6'-6"
💡 Setting depth formula: 10% of pole length + 2 feet. A 45-foot pole: (45 × 0.10) + 2 = 6.5 ft (6'-6"). Always round up. Rock/poor soil conditions require deeper setting or concrete backfill.
Common NESC Clearance Requirements
⚠️ Values below are representative NESC minimums. Always verify against the current NESC edition (2023 is current as of this writing), your state PUC requirements, and your utility's construction standards. Use the Clearance Calculator tab above for specific values.
Location
4–15 kV (ft)
15–50 kV (ft)
50–115 kV (ft)
Notes
Public road (traveled way)
18.0
18.0 + adder
20.0 + adder
Measured from highest conductor to road surface
Residential driveway
12.0
12.0 + adder
15.0 + adder
Vehicles unlikely to exceed 8 feet
Pedestrian-only areas
10.0
10.0 + adder
12.0 + adder
Sidewalk, path, no vehicle access
Railroad (non-electrified)
23.0
23.0 + adder
25.0 + adder
From rail to conductor
Navigable waterway
Varies
Varies
Varies
Per Army Corps of Engineers permit
Agricultural land
14.5
14.5 + adder
16.5 + adder
Tractors, equipment
Other land / open space
12.5
12.5 + adder
14.5 + adder
General land not otherwise classified
Voltage adder (per kV above 15)
—
+0.4"/kV
+0.4"/kV
Add 0.4" per kV above 15kV baseline
NRECA / Utility Layer Standards
Layer naming for electric utility distribution work. Adapt to your firm's standards — these are widely used in cooperative and IOU distribution drawing packages.
U-POLE
Wood/steel poles — Color 2 (Yellow)
U-WIRE-PRI
Primary conductors — Color 1 (Red)
U-WIRE-SEC
Secondary conductors — Color 4 (Cyan)
U-WIRE-NEUT
Neutral conductor — Color 3 (Green)
U-EQPT-XFMR
Transformers — Color 30 (Orange)
U-EQPT-SWITCH
Switches / sectionalizers — Color 6 (Magenta)
U-EQPT-CAP
Capacitor banks — Color 9 (Lt Gray)
U-GUY
Guy wires & anchors — Color 5 (Blue)
U-ANNO
General annotations — Color 7 (White)
U-DIMS
Dimensions / span lengths — Color 2
U-WIRE-PRI-DEMO
Primary to be removed — Hidden, Color 1
U-POLE-DEMO
Poles to be removed — Color 8 (Dk Gray)
U-URD-PRIMARY
Underground primary cable — Dashed, Color 30
U-URD-SECONDARY
Underground secondary cable — Dashed, Color 4
U-STREETLIGHT
Street light poles & fixtures — Color 3
U-EASEMENT
Easement boundaries — Phantom, Color 8
U-ROW
Right-of-way lines — Center, Color 252
U-TOPO
Topography / contours — Color 40 (Brown)
U-PROP-LINE
Property lines — Color 5 (Blue)
DEFPOINTS
Auto-created by AutoCAD — never use
Common Drawing Scales — Utility Work
Drawing Type
Common Scale
Scale Factor
LTSCALE
Use When
Distribution Plan (urban)
1" = 20'
240
240
Dense streets, tight spacing, lots of labels
Distribution Plan (rural)
1" = 50'
600
600
Wide open spans, large service territory
Distribution Plan (standard)
1" = 40'
480
480
Mixed rural/suburban, most common utility scale
Transmission Plan
1" = 100'
1200
1200
Long-distance transmission lines
Substation Plot Plan
1" = 10'
120
120
Detailed equipment layout inside substation fence
Substation Plan (large)
1" = 20'
240
240
Large substations showing full yard
Pole Detail / Standard
1" = 5'
60
60
Individual pole construction details
Profile / Cross-Section
H: 1"=100', V: 1"=20'
H:1200 V:240
Per axis
Plan-profile sheets showing ground line and conductor sag
Underground (URD)
1" = 20'
240
240
URD trench layout, padmount placement
Single Line Diagram
N/A (schematic)
1
1
One-line diagrams are not drawn to scale
One-Line Diagram Symbols
⊕
Generator
GEN
Circle with G or rotating symbol
⊙
Transformer (2-winding)
XFMR / TX
Two circles touching — primary/secondary
↕
Circuit Breaker
CB / BKR
Square or rectangle with diagonal line
⊣
Air Switch (Gang Operated)
SW / GOS
Blade symbol — open or closed position shown
⊸
Fuse / Fused Cutout
FCO / FCAV
Diagonal or X symbol — open or closed
⌁
Capacitor Bank
CAP
Two parallel lines (capacitor symbol)
⋯
Recloser
RCLS
Circle with R — automatic reclosing breaker
▽
Voltage Regulator
VR / REG
Autotransformer symbol with tap changer
⊢
Sectionalizer
SECT
Box with count — opens after recloser operates
⊗
Distribution Transformer
DT / PAD
Two-circle with kVA and voltage ratio labeled
⊡
Meter
MTR / KWH
Circle with M — metering point
↯
Surge Arrester / LA
SA / LA
Arrow pointing down to ground — lightning arrester
≡
Ground / Earth
GND
Three horizontal lines decreasing in length
⊠
Padmount Transformer
PMT
Rectangle — URD/underground distribution
⊚
Current Transformer (CT)
CT
Circle around line — measures current
⊟
Potential Transformer (PT)
PT / VT
Small transformer symbol — measures voltage
Equipment Abbreviations
OHOverhead
UG / URDUnderground / Underground Residential Distribution
XFMR / TXTransformer
PMTPadmount Transformer
CB / BKRCircuit Breaker
FCOFused Cutout
FCAVFused Cutout Automatic Valve
GOSGang-Operated Switch
RCLSRecloser
SECTSectionalizer
VR / REGVoltage Regulator
CAPCapacitor Bank
SA / LASurge Arrester / Lightning Arrester
CTCurrent Transformer
PT / VTPotential Transformer / Voltage Transformer
P.O.C.Point of Connection
P.O.S.Point of Service
ROWRight of Way
ESMTEasement
GLGround Level
BGLBelow Ground Level
AGLAbove Ground Level
MSLMean Sea Level (elevation datum)
SYPSouthern Yellow Pine (pole species)
DFDouglas Fir (pole species)
WRCWestern Red Cedar (pole species)
CCAChromated Copper Arsenate (preservative)
SCPFSpun Cast Prestressed Fiber (concrete pole)
ACSRAluminum Conductor Steel Reinforced
AACAll-Aluminum Conductor
AAACAll-Aluminum Alloy Conductor
ACSSAluminum Conductor Steel Supported
XLPECross-Linked Polyethylene (cable insulation)
EPREthylene Propylene Rubber (cable insulation)
DG / DGADown Guy / Down Guy Anchor
SWGSidewalk Guy
SPAN GUYSpan Guy Wire
EHSExtra High Strength (guy wire grade)
HSHigh Strength (guy wire grade)
NESCNational Electrical Safety Code
NRECANational Rural Electric Cooperative Association
RUSRural Utilities Service (USDA)
NERCNorth American Electric Reliability Corporation
IOUInvestor-Owned Utility
CO-OPElectric Cooperative
T&DTransmission and Distribution
P&PPlan and Profile (drawing type)
1L / SLDSingle Line Diagram
kVKilovolts
kVAKilovolt-Amperes (transformer rating)
kW / MWKilowatts / Megawatts
PFPower Factor
KVARKilovolt-Ampere Reactive (reactive power)
Utility Drawing Types — What Goes on Each Sheet
Drawing Type
Abbr.
Shows
Common Scale
Layers Used
Overhead Distribution Plan
OH
Pole locations, conductors, equipment, guy wires, phase IDs, span lengths
1"=20' to 1"=50'
U-POLE, U-WIRE-PRI, U-WIRE-SEC, U-EQPT, U-GUY
Underground URD Plan
UG
Trench routes, conduit, padmount locations, handhole/manhole, service points
1"=20'
U-URD-PRIMARY, U-URD-SECONDARY, U-EQPT-XFMR
Plan & Profile
P&P
Both plan (overhead view) and profile (side view with ground line) on same sheet
H:1"=100', V:1"=20'
All U- layers; profile on lower half of sheet
Substation Plot Plan
SS
Equipment layout inside substation fence: transformers, breakers, switches, bus
1"=10' to 1"=20'
U-EQPT-*, U-ANNO, U-DIMS, U-ROW
Single Line Diagram
SLD / 1L
Electrical schematic — sources, transformers, breakers, switches, loads. Not to scale.
Schematic
U-ANNO, U-WIRE-PRI, U-EQPT-*
Pole Detail
DET
Individual pole construction: framing, hardware, conductor attachment, dimensions
1"=5' or 1"=2'
U-POLE, U-EQPT, U-ANNO, U-DIMS
Staking Sheet
STK
Field staking: pole numbers, coordinates, span lengths, construction notes for crews
1"=40' to 1"=100'
U-POLE, U-ANNO, U-DIMS
As-Built
AB
Final constructed condition — shows what was actually built vs. designed
Match original
All layers; revised items on separate ASISBUILT layer
AutoCAD Settings for Utility Drawings
Template Setup (Utility Standard)
Units: Engineering (feet & decimal inches)
Precision: 0'-0.00" (2 decimal places)
INSUNITS: 2 (feet)
MEASUREMENT: 0 (imperial — acad.lin)
LTSCALE: 480 (for 1"=40' standard scale)
DIMSCALE: 480 (match LTSCALE)
PSLTSCALE: 1 (viewport-controlled)
Limits: 0,0 to 5280,3960 (1 mile × 3/4 mile)
Snap/Grid: Grid 10', Snap 5'
Utility Workflow Best Practices
Start from county/GIS base map as xref (roads, parcels, aerial)
Draw poles as blocks with attributes (pole #, height, class)
Use DATALINK to connect pole schedule to Excel
Use FIELD codes in title block for drawing number / date
Separate new vs. existing vs. demo on distinct layers
Lock GIS base map xref layer — never edit it
Phase conductors: A=Red, B=Yellow, C=Blue on labels
Always show north arrow, scale bar, and legend
Store pole blocks in a shared block library .dwg
Use Sheet Set Manager for multi-sheet permit packages
💡 GIS integration: Many utility companies now export GIS data as .shp or .gml files. AutoCAD Map 3D can import these directly. Without Map 3D, export GIS features as .dwg from ESRI ArcGIS / QGIS and bring in as an xref. Lock that layer and draft on top of it.