We conduct all types of land surveying and some of our services available
include, but are not limited to, the following:
include, but are not limited to, the following:
| BOUNDARY SURVEY |
A boundary survey of the parcel of land will be
made in accordance with Nebraska State Statutes
and the corners of the parcel of land will be located
and verified or re-established. This survey CAN be
used for the construction of a fence, structure or
other improvements with regards to local, state
and/or federal regulations.
made in accordance with Nebraska State Statutes
and the corners of the parcel of land will be located
and verified or re-established. This survey CAN be
used for the construction of a fence, structure or
other improvements with regards to local, state
and/or federal regulations.
BOUNDARY & IMPROVEMENT LOCATION SURVEY
(A/K/A MORTGAGE SURVEY)
(A/K/A MORTGAGE SURVEY)
In addition to a boundary survey, the improvements on the
parcel of land will be located and a check for
encroachments onto or from the subject parcel of land will
be made. Unless further specified, improvements will
include structures, driveways and sidewalks.
parcel of land will be located and a check for
encroachments onto or from the subject parcel of land will
be made. Unless further specified, improvements will
include structures, driveways and sidewalks.
| IMPROVEMENT LOCATION REPORT |
This is a minimum survey that shows the location of the buildings and foundations
actually located on the land covered by the legal description provided by the client.
Typically, this survey uses a minimum of only two corner monuments. This is NOT a
boundary survey and is subject to any inaccuracies that a boundary survey may
disclose. The Improvement Location Report should not be used or relied upon for
the establishment of any fence, structure or other improvements.
actually located on the land covered by the legal description provided by the client.
Typically, this survey uses a minimum of only two corner monuments. This is NOT a
boundary survey and is subject to any inaccuracies that a boundary survey may
disclose. The Improvement Location Report should not be used or relied upon for
the establishment of any fence, structure or other improvements.
| ALTA/ACSM SURVEY |
This is the most comprehensive type of survey. It covers all the aspects of the
Boundary & Improvement Location Survey together with the identification of
any additional evidence of possession or use which could be adverse to the
interests of the borrower. The client will provide the surveyor with a completed
“Table A – Optional Survey Responsibilities and Specifications” form from the
Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys.
Boundary & Improvement Location Survey together with the identification of
any additional evidence of possession or use which could be adverse to the
interests of the borrower. The client will provide the surveyor with a completed
“Table A – Optional Survey Responsibilities and Specifications” form from the
Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys.
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| TRENTON D. SNOW, LLC |
| A Land Surveying Company |
| Kearney, Nebraska |
| SERVICES |
| Did you know.... |
| TRENTON D. SNOW, LLC A Land Surveying Company 1390 Central Avenue P.O. Box 1772 Kearney, Nebraska 68848-1772 Phone: (308) 234-1764 Cellular: (308) 293-1085 Fax: (308) 234-1765 Website: www.nebraskasurveys.com Email: snow@nebraskasurveys.com |
| that to correctly survey a 40 acre tract such as the NW 1/4 of the SE 1/4 (see Figure 1) requires a survey of almost the entire section? Consider the minimum steps that are necessary: a. Recover original government corners 1, 2, 4, 6, and 8 (these corners set by federal government surveyors in the 1800's). b. Establish the center of the section (point A) which is the intersection of a straight line between points 4 and 8, and 6 and 2. c. Establish 1/16 corners B. C, D. and E. d. Establish SE 1/16 corner (point F) which is the intersection of straight lines between point B and D, and C and E. |
| The above steps are necessary to locate the four corners of the NW1/4 of the SE1/4. Since most sections have dimensions such as in Figure 2 (exaggerated to show that the lines are not straight nor parallel, due to difficulties encountered in the original government surveys), it follows that the distance around a "40" will not always be 1320', nor will the sides be at right angles to each other, nor will it be exactly 40 acres. |
| 1 link = 7.92 inches 1 rod = 16 1/2 feet = 5 1/2 yards = 25 links 1 chain = 66 feet = 100 links = 4 rods 1 furlong = 40 rods = 660 feet 1 mile = 80 chains = 5280 feet = 320 rods 4 rod road = 66 feet wide 3 rod road = 49 1/2 feet wide 1 acre = 43,560 sq. feet = 160 sq. rods = 10 sq. chains 1 acre is about 208 3/4 feet square and is about 8 rods wide by 20 rods longs 1 township = 36 square miles |
