Requirements for Survey and Legal Description.pdf

PDF 99 KB Posted

Attached to
Land Survey for Lease Renewal
Solicitation number
70Z02926QNEWO005
Issued by

About this file

This document is a technical requirements specification for legal descriptions and surveys prepared by Registered Florida Surveyors. All surveys must be signed with a raised seal and based on new field work rather than previously provided legal descriptions. Submissions must include metes and bounds or centerline legal descriptions only, with metes and bounds applicable to all property, road, land, and non-linear descriptions where the point of beginning and terminus are identical. Centerline descriptions are limited to electrical, gas, water, and communication lines and must not include branching, with distances measured from each side of the centerline.

The submission must establish a point of commencement at a Township, Range, Section monument located outside the easement area, with northing and easting coordinates provided. Points of beginning and terminus also require northing and easting coordinates. The legal description must identify all townships, ranges, and sections crossed, include acreage per part and total acreage, provide a detailed drawing with all calls and numbers from the legal description, and include traverse descriptions formatted as either quadrant bearing (QB) with degrees/minutes/seconds (DMS) or decimal degrees. The document specifies precise traverse file formats including start point (SP) and end point (EP) coordinates, direction-distance courses (DD), angle-distance courses (AD), tangent curves (TC), and nontangent curves (NC), with detailed examples of syntax and curve parameters. All legal descriptions and surveys must match without discrepancies, and a separate copy of the legal description on 8.5 x 11 inch paper must be submitted separately.

View the file

Other files

File Type Posted
SF1449 Land Survey.pdf PDF
SOW Land Survey.docx DOCX document
Wage Rates for Okaloosa county.pdf PDF
Commercial Supplies and Services Clauses Provisions FAC 202206.doc DOC document

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Last modified on 01 JUL 2013 Previous versions not valid

Requirements for Legal Description & Surveys

• Survey and Legal Description by a Registered Florida Surveyor.

• Survey must be Signed and include a Raised Seal.

• Metes & Bounds or Centerline Legal Description Only.

o Metes & Bounds.

All Property, Road, Land, & Non-Linear descriptions.

Point of beginning and point of terminus must be the same.

o Centerline.

Only for Electrical, Gas, Water, and Communication Lines.

No Branching. Must be separate Parts.

• No point A, B, C… Include the distance from each side of the centerline.

• Point of Commencement.

o Begin at a Township, Range, Section monument.

o Provide the Northing and Easting.

o Must be located outside the easement area

• Point of Beginning.

o Provide the Northing and Easting.

• Point of Terminus.

o Provide the Northing and Easting.

• Describe the Townships, Ranges, and Sections the easement crosses.

• Acres Per Part.

• Total acres of the survey.

o Required for both Metes & Bounds and Centerline.

• Detailed drawing showing all Calls and Numbers from the Legal Description.

• Traverse description must also be included.

o DT: QB o DU: DMS

• Verify that the legal description and the survey match, discrepancies may and will cause delays in the approval process as it will be returned for corrections.

• Surveys and legal description must be based on new field work and not on legal descriptions provided from a previous survey.

• Provide a copy of only the legal description in a separate sheet (8 ½ X 11).

• Written Like:

Commencement: Commencing at the Southwest Corner of Section 33, township 1 North, range 22 West, Okaloosa County, Florida.

Straight: Thence Run North 57 degrees 23 Minutes 37 Seconds East a distance of 3,516.06 feet.

Curve: Thence go along a curve to the right having a radius of 2,739.19 feet, an arc distance of 4,266.07 feet (delta = 89 degrees 14 minutes 01 seconds, chord = 38.47.80 feet, chord bearing = North 49 degrees 02 minutes 58 seconds East) to a point of tangency.

The following is an example of a traverse file:

DT QB

DU DMS

SP 546110.436 1364920.670

DD S89-50-0E 149.7’

DD N7-44-0W 2305.6’

DD S88-38-0W 235.8’

DD S82-11-0W 491.5’

DD N54-450W 498’

EP 556110.356 1464820.670

The traverse file consists of several header lines describing the direction type and units as well as the start and end coordinates. The subsequent lines describe each course in the traverse.

Any direction in a course must be in the appropriate direction type and direction units. There must not be spaces in the direction. Angles must be in the appropriate direction units format. All distances are specified as numbers and will be assumed to be in the distance units of the coordinate system into which the traverse is loaded.

Part Meaning

DT Direction type (required). The direction type is used to specify directions in the Direction Distance and Curve courses. The valid choices are:

• QB—Quadrant bearing

• NA—North azimuth

• SA—South azimuth

• P—Polar

DU Direction units (required). The direction units are used to specify directions and angles in the Direction Distance, Tangent Curve, and Curve courses.

The valid choices are:

• DD—Decimal degrees

• DMS—Degrees/Minutes/Seconds

• R—Radians

• G—Gradians or Gons

SP Start point (required). The start coordinates for the traverse, specified as x,y. For example:

SP 454868.9 298986.09

EP End point (optional). The end coordinates for the traverse, specified as x,y.

For example:

EP 454868.9 298986.09

DD Direction–Distance course. A straight course specified by a direction and a distance. For example:

DD N90-0-0E 105

AD Angle–Distance course. A straight course specified by an angle relative to the previous course and a distance. For example:

AD 45-0-0 100

This must not be the first course in the traverse.

TC Tangent curve course. A curved course that is tangent to the previous course. After the TC, the next two pairs of tokens specify how to construct the curve. Use any of the following choices followed by the value:

• D—Central angle of the curve

• A—Distance along the arc of the curve

• C—Distance across the chord

• R—Radius of the curve

The final token describes which way the curve turns, to the left or the right:

• L—Left

• R—Right

In the following example, a tangent curve with a chord length of 45 units and central angle of 100 degrees curving to the left is defined:

TC C 45 D 100-0-0 L

This must not be the first course in the traverse.

NC Nontangent curve. After the NC, the next two pairs of tokens specify how to construct the curve. Use any of the following choices followed by the value:

• D—Central angle of the curve

• A—Distance along the arc of the curve

• C—Distance across the chord

• R—Radius of the curve

The next pair of tokens describes the direction of the curve. Use any of the following choices followed by the value:

• C—Chord direction

• R—Radial direction toward the center point

• T—Tangent direction

The final token describes which way the curve turns, to the left or the right:

• L—Left

• R—Right

In the following example, a nontangent curve with a chord length of 45 units, a central angle of 100 degrees, and a chord direction of N45E curving to the right is defined:

NC C 45 D 100-0-0 C N45-0-0E R

File details come from the government source that posted it. Updated .