ransmission line plan and profile drawings are essential throughout the design and construction process. They begin with route surveys to map features along the proposed line, guide design tasks like structure placement, assist in material procurement and construction, and serve as permanent records for future operations and maintenance.
Drawing Preparation :
Adequate control of field survey, including ground check (in case of aerial survey) and proper translation of data to the plan and profile drawings are of utmost importance. Errors which occur during the initial stage will affect the transmission line design because a graphical method is used to locate the structures and conductors.
Plan and Profile drawings shall be drafted on SEC Standard drawing sheets, per SEC Engineering Drawing Standard SEEDS-I and SEEDS-II.
The scale of the drawings shall be as below :
Horizontal
1 cm = 20 meters for 69kV to 230kV transmission lines 1 cm = 25 meters for 380kV transmission lines
Vertical
1 cm = 2 meters for 69kV to 230kV transmission lines 1 cm = 2.5 meters for 380kV transmission lines.
Start the plan and profile drawing so that stations which are multiples of 20 or 25 meters (depending upon the scale) will coincide with the vertical lines of printed portion of the sheets. Increase in stationing and structure numbering shall proceed from left to right with the profile and corresponding plan view on the same sheet. The change in station (station equations) shall be avoided as far as possible. Profile stationing shall start from the proposed power source increasing towards the supplied point. Usually the source point is a take-off point, a first P.I. (point of intersection) or a tap point.Choose the starting profile station so that negative values are avoided during adjustments. Use horizontal ground distance for profile stationing calculations. If a control traverse shows a different distance, adjust the profile stationing proportionally.
- Angles at crossing with power lines, pipelines, railroads, fences, etc., if not measured in the field, shall be computed from the available data.
- Elevations of instrument stations may be computed by reciprocal trigonometric observations.
- Elevation shall be adjusted to previously accepted values for identical profile stationing. The forward direction shall be the direction of increasing profile stationing.
- Atmospheric and earth curvature correction shall be applied to trigonometric elevation computations.
- When change of station occurs (station equation), continue the profile line using the forward station so that stations which are multiples of 20 or 25 meters will coincide with each vertical line on the plan and profile sheet.
- Each plan and profile sheet shall end with a station point which is a whole multiple of 20 or 25 meters and the next sheet shall start with the same station.
- Do not draw the profile closer than 15 cm from the top or 4 cm from the bottom of the ruled section of the sheet. Label heavy horizontal lines representing elevations at each end of the profile sheet at 4 or 5 meter vertical intervals.
- Plan and profile drawings shall show the center line survey profile. In rough terrains with side hills, you must use the actual profile under uphill and downhill conductors to ensure proper conductor-ground clearances and structure heights. The engineer responsible for detailed design shall collect all such information from the field and indicate on the profile drawings. Existing Show features crossed by the proposed transmission line, including the height and position of power and communication lines, and note them by station and description in both plan and profile views.
- Provide the magnitude and direction of all deflection angles in the line and reference them by P.I. station in the plan view.
- Place a legend identifying conventional symbols on the starting sheet, but it is better to repeat the legend on every sheet.. The legend shall also identify the center line profile.
- Full stations shall be indicated at 200 or 250 meters (depending upon the scale) intervals.
- Plan shown on the drawing sheet shall consist of either a photographic view or a topographical view of the proposed transmission line route. The photographic plan view shall cover 180 meters either side of the center line of the transmission line and be located on the allocated top portion of the drawing sheet. The photo plan view shall show centerline of transmission line, structure locations and beginning and ending stations of the sheet.
- Topographical plan view shall be located on the allocated top portion of the drawing sheet. Show all topographic features such as railroads, roads, highways, rivers, and power/pipeline crossings.
- Place a drawing title block on every sheet that identifies the line and includes space to record personnel and dates for drawing preparation, line design, checking, approval, and revisions..
- Drawings on ink or Mylar sheets create a better permanent record. Using ink or Mylar sheets to prepare drawings provides a better permanent record; however, you should initially do structure spotting in pencil on blueprints and then transfer it to Mylar sheets after approving the drawings and releasing the line for construction. You must prepare the drawings using a computer and CAD system according to the requirements and format specified in SEC Engineering Drawing Standard SEEDS-II.
Structure of Tower
Features of Plan and Profile Drawings:
Generally the Plan and Profile drawings include all the necessary information about the line route such as ground line showing chainage, elevations and major features traversed. However, for complete and accurate design of a transmission line certain additional information shall be required. The engineer responsible for detailed design shall physically traverse the line route in the field and collect all such information. This information shall include, but not be limited to, the following features:
- General description of soil type, i.e., clay, gravel, rock, sand, sabkha, etc.
- Mid-span side slope information in rough terrain which may affect the ground clearance under the outer phase conductor
- Phase sequence and identification of circuits
- Height of the upper most conductors at the point of power line crossing including ambient temperature
- Mark roads, railway lines, communication and power lines, and pipelines crossed or nearby on both sides of the crossing point, including their destinations.
- Water table depth along the line route shall be indicated in the final design drawings.
- Mark continuous longitudinal chainage, including stretches like marshy areas, water-logged areas, compounds, and gardens.
- Take levels every 30 meters along the line route. Also, take levels at points with abrupt slope changes over 30 cm, cuttings, and shallow areas.
- Ground line showing levels
- All structure positions with sketches at angle locations
- Buildings including farm buildings and outhouses, trees and vegetation
- ChatGPT said:
- Highlight areas unsuitable for structures, with difficult access, or foundation problems.
- Areas where shifting sand dunes could affect the conductor ground clearance and requiring flood protection and traffic embankments
- Areas requiring aviation warning devices such as spherical markers, phase conductor lights, tower beacon lights and structure painting, etc.
- When routing a transmission line through a road median, you need to consider:
- Side hills, valleys, and wadis (dry riverbeds).
- Farms and crushers nearby.
- The size and shape of the median (its height and width).
- Utilities located in the median.
- Street light posts along the median.
- Any other feature which may affect the line design or construction
SAG TEMPLATES : https://www.the3dutility.com/pssag.html
- General
The sag template is a tool used to find the vertical position of conductors and ground wires. It helps show where and how tall structures should be on drawings to meet design rules for clearances and spans. The sag template is a tool on drawings. It shows conductor and support heights to help design the line for clearances and spans. It also allows testing different layouts to reduce costs. Conductor sag curves usually guide the design. And the ground wire template shows its position compared to conductors in special spans or changed setups.
Sag Template Curves :
The sag template shall include the following sag curves based on the design ruling span:
- Cold Curve
This curve shall indicate initial sag at minimum temperature of -1°C, no wind and no ice conditions. This shall be used to check for uplift and insulator swing.
- Normal Curve
This curve shall show final sag value of conductor at everyday temperature at no wind conditions. This shall be used to check normal clearances and insulator swing. Every day temperatures for various SEC Operating Areas shall be as in Table 07-1 below:
Table 07-1: Every Day Temperatures
SEC Operating Area | Every Day Temperature, oC |
Central | 25 |
Eastern | 27 |
Western | 30 |
Southern | 25 & 30 |
- Hot (Maximum Sag) Curve
This curve shall show final sag value at maximum design temperature at no wind conditions.Use this to check minimum vertical ground clearances. Table 07-2 below gives the maximum design temperatures causing maximum sag for these clearances.
Table 07-2: Maximum Design Temperatures
SEC Operating Area | Maximum Design Temperature, oC |
Central | 80 for ACSR conductors |
Eastern | 85 for ACAR conductors 93 for ACSR/AW conductors |
Western | 80 for AAAC conductors |
Southern | 80 for AAAC conductors 93 for ACSR/AW conductors |
Ground Wire Curve:
The curve shows ground wire sag at normal conditions to check its position relative to conductors and mid-span clearances.
Ground Clearance Curve :
This curve shall indicate the specified ground clearance over open terrain from the maximum temperature (Hot) curve. This will be equal to the vertical offset distance below any point on the hot curve.
These curves help locate sag low points and determine the vertical (weight) span length of conductors. A sample of typical sag template indicating all these curves is shown in Figure TE-2207-0100-00. The intersection of curves with the vertical axis line represents the low point position of the sag.
Sag Template Design:
- For a given conductor, ruling span, design conditions and temperature, sag values shall be determined using a computer program. Templates should cover spans 3–4 times the normal for steep terrain, with extended sag values to plot accurate sag curves. The sag values used for the template may be calculated with the following formula:
æ
S = ç
L ö 2
÷
(SRS )
(Eq. 7-1)
è LRS ø
Where:
S = Sag of other span in meters
SRS = Sag of the ruling span in meters L = Length of other span in meters LRS = Length of ruling span in meters
- The template must include at least 0.60 m extra clearance for minor shifts and plotting errors. It should use the same scale as the plan and profile sheets, following TES-P-122.03 for conductor, span, and loading data.
- A new template shall be prepared for each line where there is any variation in voltage, conductor size, loading condition, design tension or ruling span. A
change in any one of these factors may affect the design characteristics of the template. For steep slopes with large elevation differences, the sag must be calculated and sag curves drawn instead of using the normal template.
Sag Template Preparation:

The sag template shall be made of dimensionally-stable transparent plastic or celluloid material of about 1mm thickness. A contrasting colored material such as red may be helpful when the template is used to check Plan & Profile drawings which are blue prints. The curves are first plotted on paper using correct scales and then reproduced or copied on the plastic material. To cut a template, the transparent material is fastened securely over the sheet and the centerline and upper curves are etched lightly by a sharp-pointed steel scriber. The outside edges can easily be broken out and the edges sanded smooth. Structure height scales may also be drawn or etched on the template or a separate template may be made for determining structure height required for each type of structure used. The etched lines shall be filled with ink to make them easier to see when the template is used. Conductor size, design tension and loading conditions ruling span and descriptive data for each curve shall be shown on the template
Structure spotting :
General:
Structure spotting is the design process which determines the height, location and type of consecutive structures on the plan and profile sheets. The efficient location of structures on the profile is an important component of line design. Structures of appropriate height and strength shall be located to provide adequate conductor ground clearance and minimum cost. Actual economy and safety of the transmission line depends on how well this final step in the design is performed. The structure spotting shall closely conform to the design criteria established for the line. Constraints on structure locations and other physical limitations encountered may prevent spotting of structures at optimum locations. Success of the effort to minimize or overcome these special conditions can be judged by how closely the final line layout follows the original design parameters.
Structure spotting shall be carried out using manual method or computer optimization method. In case the later method is used, the results shall be shown on Plan and Profile drawings and reviewed and finalized for construction along with structure list.
- In the manual structure spotting process, a celluloid/plastic template shaped to the form of suspended conductor is used to scale the distance from the conductor to the ground and to adjust structure locations and heights to provide proper clearance to the ground, equalize spans and grade the lines.
- For a transmission line of significant length (about 50 km or more) there is a very large number of possible permutations of line layouts (structure spotting). In the manual method, it is extremely difficult if not impossible to determine the least cost layout. For such a case, computer optimization software PLS-CADD (latest version) or any other equivalent industry commercial software shall be used to obtain an efficient and economical line design.
- A well designed and economical layout shall have the following properties:
- Spans approximately uniform in length, equal to or slightly less than the design ruling span. Span utilization factor (defined as the ratio of average span to the design ruling span) shall be 90% or more.
- Maximum use of basic structures of equal height and type. The basic structure is the height which has been selected as the most economical structure for the given design conditions.
Actual ruling and wind spans must not exceed the design ruling span, even if the wind span is greater. Exceptions are allowed with proper justification, such as short stretches or single spans between tension towers. New templates and layout checks are required if ruling spans differ by more than 20 meters from the design.
Preparation for Structure Spotting :
The following data are required for structure spotting on a transmission line:
- Plan and Profile Drawings :
- Table of required minimum conductor clearances over ground features and other overhead lines in accordance with TES-P-122.09. Foundation reveal above ground is not counted in structure height for meeting minimum ground clearance requirements. The foundation reveal shall be taken as an extra margin in clearance for SEC purposes.
- Horizontal and vertical span limitations due to clearance and strength requirements. Wind-to-weight span ratios must meet limits based on insulator swing and cross-arm strength. Procedures for such calculations are described in References 1 & 2 (Bibliography).
- Guy and anchor requirements for wood poles are detailed, with calculation procedures in References 1 & 2.
- Structure height scale or template. For convenience, mark the structure scale for each structure on the margin of the sag template. Summarize supporting calculations in a chart or table to help during the structure spotting process. This is especially advisable for the standard suspension structure which has a greater range of heights.
Preliminary Reconnaissance of Plan and Profile :
Before spotting the structures on the plan and profile sheets, review the entire line route on the Plan & Profile drawings and in the field, and specially note any unique features you encounter.
- There may be special features such as line angle points, highway or railroad crossings, power line or communication line crossings, and high or low points in the profile which will require special consideration and affect the location of the structure. Such conditions often fix the location of structure, and it is usually a matter of determining the most desirable arrangement of structures between these fixed locations. In the sections of line where there is a choice of structure locations, it may be desirable to make more than one layout in order to determine the best arrangement.
You should identify areas prone to wind or water erosion. Note marshy, waterlogged, low-lying, and rocky areas, and try to avoid placing structures there, especially angle structures.
Structure Spotting Procedure :
The process of spotting shall begin at a known or established conductor attachment point such as a substation take-off structure or point of intersection (P.I.) and usually progresses from left to right on the profile. Hold the sag template vertically and place the ground clearance curve tangent to the profile. After setting the first structure and its height, determine the next structure’s height and location by scaling or using a structure template.
- Then, shift and adjust the template so its opposite edge rests on the last conductor point, with the clearance curve just touching the profile again. Repeat this process to find the location of each next structure.
- You can use this procedure only on mostly straight lines over flat terrain with basic clearances. For line angles, bends, or crossings, you may need to try different structure locations and heights with increased clearances to find the best setup.
The relationships of the ground clearance and conductor curves is also used for spans other than level-ground spans by shifting the sag template until ground profile touches or is below the clearance curve with the previously established conductor attachment point (normally, the left) positioned on the conductor curve. The conductor curve will then indicate the required conductor height for any selected span.
Crossings:
When crossing other power lines, the higher voltage line shall always cross over lower voltage line. Structures of the higher voltage line on both sides of the line being crossed shall be placed in such a way that the horizontal distance from the nearest conductor of the line being crossed to the center line of the adjacent crossing structure is not less than the height of the crossing structure.
The crossing arrangement shall avoid use of special crossing structures with heights above 80 m for 380kV lines and above 65 m for 230kV and lesser voltage lines. The height of lower voltage lines being crossed by higher voltage lines may be lowered by placing gantry structures. Special crossing structures shall only be used in case no other options are left.
Insulator Side Swing :
Suspension insulators swing sideways from wind, reducing clearance and needing limits for insulation. They also deflect sideways at line angles due to conductor tension. The horizontal swing force equals half the wind pressure on adjacent conductors. The vertical force resisting swing is the conductor’s weight plus half the insulator’s weight. The length of conductor they support is the vertical or weight span.
- On rough terrains where each of the adjacent spans fall rapidly away from the structure, the conductor low points, as indicated by the sag template, may fall on the adjacent spans. However, you still consider the distance between the low points as the length of conductor acting vertically to hold the insulator from swinging.. Excessive low-point distance can cause a failure in the insulators, hardware or the structure. For all wind and weight span cases, you must calculate the Factor of Safety for insulators and hardware under maximum loading (high wind) conditions, and ensure it is not less than 2.
- You must calculate the wind span to weight span ratio and check it against the allowed minimum and maximum limits. In case it is beyond the
allowable limits, following corrective steps are recommended in order of preference.
- Relocate structures to adjust wind to weight span ratio
- Increase structure height or lower adjacent structures
- Use of a different structure, one with greater allowable swing angle or a dead-end structure
- Add weight at insulators to provide the required additional vertical force.
Grading and Uplift :
The best layout has spans close to or slightly less than the ruling span, smooth conductor curves, and structures of equal height. Smooth conductor profiles show good design. Attachment points should form a smooth curve to balance structure loads, called grading the line, which is key in transmission line design.
Uplift, a negative weight span, is calculated like a weight span and should be avoided if possible. Uplift may occur in a rough profile where the conductor supports are at different elevations. For example, refer to the three structures on Figure TE-2207- 0200-00. Conductor sag is shown at everyday temperature, but as temperature drops, the conductor contracts and the sag reduces.When the temperature reaches the minimum value, the conductor assumes the position indicated by the cold curve shown on the template. By placing the curve on the template between supports of alternate structures, you can see if the intermediate support is above or below the cold curve.. If the conductor support would then be below the cold curve, the conductor would exert an upward pull on the structure and this upward pull is the Uplift. Uplift at a structure will cause the conductor to pull the suspension insulators up into the cross-arm and with the horizontal post insulators; it might cause the conductor to pull away from the insulator.You can possibly avoid uplift by adjusting structure locations on the profile drawings to match the terrain and by using a taller structure at the uplift point.
If these methods fail, you must dead-end the conductor. Designing to prevent or reduce uplift is similar to correcting excessive insulator swing, but you should avoid adding too much weight. Double dead-ends and certain angle structure can have uplift as long as the total force of uplift does not approach the structure weight. If it does, hold down guys are necessary, if applicable.
