Fuller v. Rahill

391 A.2d 103, 120 R.I. 832, 95 A.L.R. 3d 745, 1978 R.I. LEXIS 732
CourtSupreme Court of Rhode Island
DecidedAugust 23, 1978
Docket76-379-Appeal
StatusPublished
Cited by7 cases

This text of 391 A.2d 103 (Fuller v. Rahill) is published on Counsel Stack Legal Research, covering Supreme Court of Rhode Island primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Fuller v. Rahill, 391 A.2d 103, 120 R.I. 832, 95 A.L.R. 3d 745, 1978 R.I. LEXIS 732 (R.I. 1978).

Opinion

*833 Bevilacqua, C.J.

This is an appeal from a Superior Court judgment in a nonjury proceeding for the assessment of damages resulting from a property condemnation. The petitioner below, Georgina M. Fuller, owner of the condemned property, was dissatisfied with the amount of damages awarded and accordingly has brought the matter before us on appeal from that award.

This case concerns the condemnation of property for the construction of an interchange at the intersection of State Route 44 and Interstate Route 1-295. Interstate 1-295 was originally conceived as a link in the national interstate highway system. As early as 1962, at a public hearing conducted by the Rhode Island Department of Public Works to discuss the configuration of that portion of 1-295 between Johnston and Smithfield, Rhode Island residents were made aware that the route would have its southerly terminus in Rhode Island at Interstate Route 1-95 in Warwick and would traverse the state in a northeasterly direction, crossing into Massachusetts and joining 1-95 again near Attleboro. Proposed designs for the interchange at Route 44 were also disclosed at the hearing, although it was stressed that neither the location nor the design was finalized.

*834 The petitioner was the owner of an improved 22-acre tract of land located on the southerly side of Route 44, with portions in the towns of Smithfield and Johnston. The only access to the property was from two points on Route 44, a 10-foot strip leading to the westerly half of the property and a 30-foot-wide driveway leading to the house and other buildings on the easterly portion of the property.

In 1966 respondent Robert J. Rahill, on behalf of the state and in his capacity as Director of the Department of Transportation, filed plat 1351 condemning land contiguous to petitioner’s parcel for construction of the main barrel of 1-295 at the point of Route 44. As a result of this condemnation a highway was designated on the plat as the westerly boundary of petitioner’s property. In 1972 plat 1353 was filed condemning the westerly portion (subject parcel) of petitioner’s land for the completion of the interchange at 1-295 and Route 44. This was the approximately 13.6-acre tract that abutted the state highway line demarcated by plat 1351. The new westerly boundary of the uncondemned portion of petitioner’s property (remainder parcel), consisting of approximately 8.2 acres, was delineated on plat 1353 as a freeway line with no access to the remainder parcel.

Pursuant to G.L. 1956 (1977 Reenactment) §37-6-18, Fuller then petitioned the Superior Court for the assessment of damages resulting from the condemnation. At the trial Mr. Peter A. Laudati, Jr., an expert witness for petitioner, testified that the filing of plat 1351 and the resulting imposition of a highway line along the westerly boundary of petitioner’s 22-acre parcel greatly enhanced the value of the property. He also stated that once the highway line was established, the state was obligated to furnish petitioner with ingress and egress to the highway. He further testified that as a result of the taking of the subject parcel under plat 1353, petitioner suffered severance damages due to the loss of frontage on the highway line and the resultant fronting of the remainder parcel on a freeway line without provision for access to the *835 freeway. 1 Mr. Laudati estimated that at the time of the condemnation in 1972 under plat 1353, petitioner’s 22-acre tract was valued at $286,000, 2 and that the loss to petitioner occasioned by the condemnation was $194,200. This is the measure of damages that petitioner seeks. Mr. Laudati admitted, however, that were it not for the fact that plat 1351 imposed the state highway line as the westerly border of petitioner’s original tract, his estimate of petitioner’s loss would be only one-tenth of the $194,200 figure.

An expert witness for respondent, Mr. John R. McNally, testified that his precondemnation estimate of the value of the original tract with improvements was approximately $33,000 for its best use as commercial property, while the value of the property after condemnation was approximately $12,000. Under this appraisal the total damages were $21,000. In effect, Mr. McNally related that in appraising such property it was not necessary to consider the value of frontage on a state highway line because a line was not a state highway, nor did it obligate the state to build a highway in correspondence with the highway line.

The chief design engineer for the 1-295 project in Rhode Island, Mr. Morris Chorney, testified that he participated in the 1962 public hearing, at which the public was informed that an interchange was proposed for the intersection of Routes 44 and 1-295, although the exact location and design had not been determined. Mr. Chorney said that because the plans for the interchange were still incomplete in 1966 when plat 1351 was filed, that plat delineated the freeway lines of the main barrel of 1-295 to points north and south of the proposed interchange. However, he stated that the area between these points, which would be used for the inter *836 change, was marked by state highway lines because the exact plans for the interchange were not known and the state wanted to avoid placing two different sets of freeway lines, one tentative and one permanent, across the property of condemned landowners. Mr. Chorney related that the freeway lines in the interchange area were not indicated until plat 1353 was filed in 1972.

The trial justice found that as of 1962 the public had been apprised of the proposed interchange although plans were not then finalized regrading what property would be condemned for its construction. He found that because the location of the subject parcel was close to the area set aside for the proposed interchange in a diagram that was shown to the public at the 1962 hearing and introduced at trial as exhibit 11, the parcel was “under the shadow of a possible taking” as early as 1962. The trial justice held that the subject parcel was probably within the scope of the original 1-295 construction project from the time the state was committed to the project, and that the property was not brought within the project by any “expansion, modification, or enlargement” of the original plan as it was detailed in 1962. Under these circumstances, the trial justice concluded that under the doctrine of United States v. Reynolds, 397 U.S. 14, 90 S. Ct. 803, 25 L. Ed. 2d 12 (1970), and United States v. Miller, 317 U.S. 369, 63 S. Ct. 276, 87 L. Ed. 336 (1943), in determining the fair market value of condemned property such as petitioner’s that is within the probable scope of the original project, enhancement in value caused by the project may not be considered. The trial justice went on to state that plat 1351, which condemned property for the construction of the main barrel of 1-295, did not include any plans for the interchange nor did it adopt as final the proposed plans for the interchange configuration contained in Exhibit 11.

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Cite This Page — Counsel Stack

Bluebook (online)
391 A.2d 103, 120 R.I. 832, 95 A.L.R. 3d 745, 1978 R.I. LEXIS 732, Counsel Stack Legal Research, https://law.counselstack.com/opinion/fuller-v-rahill-ri-1978.