State ex rel. Shaw v. Shofner

573 S.W.2d 169, 1978 Tenn. App. LEXIS 312
CourtCourt of Appeals of Tennessee
DecidedJuly 28, 1978
StatusPublished
Cited by11 cases

This text of 573 S.W.2d 169 (State ex rel. Shaw v. Shofner) is published on Counsel Stack Legal Research, covering Court of Appeals of Tennessee primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
State ex rel. Shaw v. Shofner, 573 S.W.2d 169, 1978 Tenn. App. LEXIS 312 (Tenn. Ct. App. 1978).

Opinion

ABRIDGED OPINION

TODD, Judge.

With the concurrence of participating judges, the original opinion has been abridged for publication.

This is an eminent domain proceeding to assess compensation to an owner, lessee, and sub-lessee, for taking a part of a filling [171]*171station and restricting access to the property by erection of curbs and sidewalks.

One of the defendants, J. C. Moores, lessee of the property, has appealed from jury award of $2,000.00 damages to the appellant’s leasehold interest. Other defendants have not appealed.

The property in question is at the corner of State Route 10 (U.S. 64) and Astrid Street in Fayetteville, Tennessee. At this point, U.S. 64 runs generally northeast and southwest and Astrid Street extends in a southeasterly direction from the intersection. The property is on the southeast side of U.S. 64 and on the southwest side of Astrid Street.

The natural grade of U.S. 64 and the adjoining property is downward moving from southwest to northeast, so that the lowest part of the property is at the intersection of U.S. 64 and Astrid Street and the ground level rises to the southwest of the intersection. Along the southeasterly line of the property at the border of Astrid Street is a stone retaining wall several feet high.

For many years, the property has been used as a filling station, and it is improved with the customary filling station building, underground storage tanks and two “gas islands”, each of which supports two gasoline pumps.

Prior to the taking these two gasoline islands were located eight feet (8') and nine and one-half feet (9½') from the edge of the highway right of way, but this close proximity was of little or no consequence because the travel lanes of the highway did not occupy the entire right of way, and the remainder of the right of way was an “asphalt shoulder”, so that the paved surface was continuous from the “gas islands” to the travel lanes, and the exact location of the edge of the right of way was disregarded.

Since there was no curbing or sidewalk, access to the filling station from U.S. 64 was most convenient and continuous throughout the entire 125 feet frontage of the property. The contour of the property at the intersection had been graded and paved so that vehicles might enter the station at the very apex of the intersection of Astrid Street. For this purpose, the stone retaining wall began several feet back from the highway frontage.

The highway improvement project involved two major effects upon the subject property.

First, in order to “round the corner” at U.S. 64 and Astrid Street into a gentle curve, a small, triangular tract was taken. The tract extended from the intersection, where it was eighteen feet (18') deep to a point forty feet (40') from the intersection where it had no depth at all. The third side of the triangle, adjoining the residue of the property measured forty-five feet (45'). Thus the triangle measured forty feet (40') along the old right of way line of U.S. 64, eighteen feet (18') along the edge of Astrid Street, and forty-five feet (45') along the new right of way line of U.S. 64.

The taking of this triangle had two adverse effects upon the convenience of access to the filling station. It consumed the area near the intersection where vehicles could formerly enter and leave the filling station, and it substantially narrowed the space between one of the gas islands and the (new) edge of the right of way.

In addition, the construction plans involved the construction of curbs and sidewalks along most, but not all, of the frontage of the service station. Vehicles cannot enter the station across the curbs which are six inches (6") above the level of the highway. However, the level of the top of the curbs and of the adjoining sidewalk corresponds to the level of the filling station drive.

Beginning at the westerly corner of the property farthest from the intersection, there is no construction for 20.5 feet of the frontage. That is, for this distance, access from the street to the station is unchanged. At this point (20.5 feet from the western corner) the curb and sidewalk begins. The curb begins at zero height and gradually rises for a distance of nine feet (9') to its full height of six inches (6"). At this point, [172]*172the curb is interrupted for a distance of twenty feet (20') to provide a driveway across the sidewalk into the station twenty feet (20') wide. Beyond this driveway is a twenty foot (20') section of curbing followed by another driveway twenty feet (20') wide. Beyond this latter driveway, the curbing is continuous to and around the corner of U.S. 64 and Astrid Street. On Astrid Street, the curb and sidewalk ends eight and one-half feet (8V2') from the beginning of the stone retaining wall previously mentioned.

Thus, as compared to the previous 125 feet of continuous access to U.S. 64, there remains three (and possibly four) separate opportunities for access. The first is the 20.5 feet of frontage unaffected by the construction increased somewhat by the gradually rising curb which adjoins it. The second and third are the two twenty foot (20') driveways separated by twenty feet (20') of intervening curb. The possible fourth is a proposed new access to Astrid Street in the eight and one-half foot (8½') space between the end of the curb and the beginning of the stone wall. Admittedly, this latter proposal is complicated by the narrowness of the space, the steep grade to Astrid Street and the fact that a street sign is planned for this area.

A considerable amount of testimony was devoted to efforts to show that the three (possibly four) driveways provided access as convenient as formerly and that the space between the sidewalk and gas islands was adequate for vehicles being serviced.

For the western gas island, this was largely proved for two reasons. The first 20.5 foot unimproved space and the constructed driveways provide reasonably good access, and the sidewalk is no nearer this island than the old right of way line. No property was taken at this point in the frontage, so that the nearer edge of the sidewalk and old right of way line are identical at this point.

As to the other gas island, the access is definitely less convenient for two reasons. The constructed driveways do not provide convenient access. The driveways are immediately in front of the gas islands. A vehicle entering a driveway cannot move directly to the adjacent gas island, but must proceed beyond the island and reverse in order to get near the island. In respect to the second island this inconvenient procedure must occur on arrival and when leaving, that is, after being serviced, the vehicle is required to move in reverse for a distance before it can exit through the driveway.

The other inconvenience at the second gas island is the fact that a part of the taking extends in front of it and thus narrows the space between it and the right of way (sidewalk). At its narrowest point this space was estimated at six and one-half feet (6½').

In order to adjust to the problems just mentioned, the State’s witness (not an expert in filling station operation) insisted that vehicles could enter one of the front drives, proceed behind the gas island, between it and the filling station building where the space is some twenty-five feet (25') wide.

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Bluebook (online)
573 S.W.2d 169, 1978 Tenn. App. LEXIS 312, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-ex-rel-shaw-v-shofner-tennctapp-1978.