ASSOCIATED INDUSTRIAL CONTRACTORS, INC., Plaintiff, v. FLEMING
ENGINEERING, INC., Defendant
2. Negligence_surveying_judicial notice of statutes
Judicial notice of statutes was not error in a bench trial on a negligent surveying claim
where the findings indicate that the court viewed the statutes as setting forth the nature of
defendant's profession. Any error in regarding certain statutes as setting a specific standard of
care was harmless because plaintiff presented sufficient evidence of the standard of care and
because the standard of care was within the common knowledge and experience of the trial court.
3. Negligence_surveyors_evidence sufficient
There was sufficient evidence to find a surveyor negligent in a bench trial, despite
evidence to the contrary.
Judge EAGLES dissenting.
Parker, Poe, Adams & Bernstein, L.L.P., by R. Bruce Thompson,
II, and Heather N. Oakley, for plaintiff-appellee.
Hedrick, Eatman, Gardner & Kincheloe, L.L.P., by Allen C.
Smith and C.J. Childers, for defendant-appellant.
GEER, Judge.
Defendant Fleming Engineering, Inc. ("Fleming"), a surveying
company, appeals from the trial court's judgment following a bench
trial in favor of plaintiff Associated Industrial Contractors, Inc.("AIC"), a general contractor that hired defendant in connection
with the construction of a building addition. It was Fleming's
responsibility to perform a survey that would pinpoint the location
for columns forming the framework of the addition in order to
ensure that the addition's walls would be completely square. After
Fleming completed the survey and AIC began construction, AIC
discovered that the line of columns forming the south wall of the
structure was not parallel to the north wall, but rather was
skewed. The central issue at trial was whether Fleming negligently
misidentified the location for the columns or whether AIC
improperly placed the columns after the center points for the
columns had been correctly set by Fleming. We hold that the record
contains sufficient evidence to support the trial court's
determination that Fleming was the negligent party.
Honda hired AIC to build an addition to the west of an
existing building at its facility in Swepsonville, North Carolina.
Because an overhead crane needed to travel on rails from the
existing building through the addition, the new structure
(approximately 80 feet wide by 120 feet long) had to be perfectly
square with the main building. The plans for the addition called
for ten columns, five on the north side of the addition and five on
the south side. Each column was to be held in place by a base
plate with anchor bolts that had been lowered into a footing.
Footings already existed for the two columns closest to the main
building, but the location of each of the remaining eight columns
needed to be determined by surveying. AIC decided that it needed to hire a professional surveying
firm to locate the columns because the acceptable tolerances for
the columns were so tight as a result of the column's base plate
design and the crane running from the main building into the
addition. AIC supervisors had determined that each column could be
no more than one-eighth of an inch out of alignment. AIC employees
did not believe that they could use conventional methods to survey
the location of the columns with the necessary accuracy because
there were several existing buildings closely surrounding the
construction site and because constant wind interfered with their
attempts to identify the column center points with a plumb bob, one
of the traditional techniques. AIC concluded that a professional
surveyor, using electronic devices, was needed to ensure accurate
placement of the columns.
In late December 2000, AIC hired Fleming to perform the
survey . Fleming surveyor Johnny Register, Jr. met with AIC
construction superintendent Lanny Joyce to review the architectural
plans and AIC's requirements, including the location and distance
between the columns and the need to have the building precisely
square.
AIC called Mr. Register as a witness and he described in
detail how he performed the survey. He did not work alone, but
rather brought another Fleming employee, John Davis, with him to
act as his "instrument man." They worked with an electronic
transit, a device equipped with a scope that has a zoom focus
allowing the person operating it to see string lines on a plumb bob
a "couple of hundred feet away[.]" In addition, it has an LCDscreen that reports the angle that the person has rotated and
distances that are being measured. Mr. Davis operated the
electronic transit while Mr. Register marked with nails both the
center points for the columns and offset points. According to Mr.
Register, they were supposed to ensure that each of the column
center points was on a straight 180. angle line extending out from
established points on the existing building. The north and south
lines of column center points were supposed to be parallel and the
corners of the addition were required to be 90. angles.
Mr. Davis operated the electronic transit to check the
distances for the placement of each nail at a center point and to
check the necessary angles. Mr. Register then placed the nails; in
the process, he used a plumb bob with his body blocking the wind.
Although Mr. Register testified that Mr. Davis was the "instrument
man," Mr. Register reported that he "did look back through the
instrument to confirm straight lines through most of these points."
With respect to the offset points, Mr. Register knew that AIC
would be required to excavate the footers for the columns and, as
a result, remove the nails at the center points. The purpose of
the offset points was to enable AIC to accurately recreate the
center points originally set by the Fleming survey. The parties do
not dispute that this is a conventional approach. They do dispute,
however, whether Mr. Register, after completing the survey,
recommended to AIC that it have a second survey performed to ensure
that the center points were properly restored.
Mr. Register finished surveying the project on 22 December
2000. When AIC construction superintendent Joyce attempted tocheck Mr. Register's work by using a tape measure, it appeared to
be accurate although he was unable to complete his check because
excavation equipment had been parked along one of the lines.
In order to relocate the center points after the footers had
been dug, AIC employees attached nylon strings to the offset point
nails and pulled them taut. The point where the strings
intersected indicated the center point for each column. On the
south column line, AIC employees successfully completed the footers
for three columns and recreated the center points using the offset
points that Mr. Register had specified. When they started work on
the fourth column, however, they realized that part of a concrete
slab was extending into the area for the footer and would have to
be removed. The "batter board" containing the offset nail set by
Mr. Register was attached to the concrete slab and had to be moved.
The "batter board" was moved back and a string attached to the
original offset nail was extended back to the new "batter board"
using a technique, according to AIC employees, designed to maintain
the proper alignment so that AIC would be able to recreate the
center point for the final column accurately. The AIC employee who
performed the work described the technique as "the old way of doing
it, but it's still the best way." AIC's manager for the Honda
project, Scott Flanigan, claimed, "We move [batter boards] all the
time. . . . It is not [a] significant . . . event for them to call
and say, Scott, we're moving a batter board."
After AIC had installed the columns and crossbeams, AIC began
erecting joists on top of the columns. While setting the first
joist, AIC discovered that the column at the southwest corner ofthe addition was 5 3/4 inches out of line so that the joist
extended beyond the column. AIC then checked each of the remaining
columns. They found that the columns along the north side of the
addition were all set correctly, but that four columns on the south
line were off: one column by 5 3/4 inches, one by 4 3/8 inches, one
by 2 3/4 inches, and one by 1 3/4 inches. As a result, as Mr.
Register admitted, the south line of columns "was in a straight
line at a skew . . . ." The building was not square. Plaintiff
had to reposition the columns at a cost of $23,000.00.
AIC sued Fleming alleging that Fleming negligently performed
its survey and that, as a proximate result of Fleming's negligence,
AIC had to incur the cost of replacing the columns in the proper
position. Defendant counterclaimed for the amount of $436.25 that
it alleged AIC owed for completion of the survey.
Following a bench trial, the trial court found "by the greater
weight of the evidence, that the Defendant miscalculated the
location of the columns along the south wall" and that this failure
proximately caused damages to plaintiff AIC in the amount of
$23,000.00. The court deducted the amount of $436.00 owed by AIC
to Fleming from the award and entered judgment in the amount of
$22,564.00. Fleming has appealed from that judgment.
Affirmed.
Judge HUNTER concurs.
Chief Judge EAGLES dissents with separate opinion prior to 30
January 2004.
EAGLES, Chief Judge, dissenting.
Because the plaintiff failed to establish the standard of care
required to be exercised by a land surveyor, I respectfully
dissent.
A land surveyor does not . . . undertake to insure the
correctness of his findings, 11 Am. Jur. Proof of Facts 2d 405;
rather, a surveyor is only required to exercise that degree of
care which a surveyor or civil engineer of ordinary skill and
prudence would exercise under similar circumstances . . . .Davidson and Jones, Inc. v. County of New Hanover, 41 N.C. App.
661, 668, 255 S.E.2d 580, 585, disc. review denied, 298 N.C. 295,
259 S.E.2d 911 (1979). It is the general rule that expert testimony
is required to establish the requisite standard of care. Bailey v.
Jones, 112 N.C. App. 380, 387, 435 S.E.2d 787, 792 (1993).
Ordinarily, this requires the plaintiff's expert to testify as to
generally accepted surveying practices to prove that the defendant
did not perform his survey . . . according to the standards
followed by an ordinarily prudent surveyor in similar
circumstances. 11 Am. Jur. Proof of Facts 2d 407. The only
exception to this rule is where the common knowledge and
experience of the [fact finder] is sufficient to evaluate
compliance with a standard of care . . . . Delta Env. Consultants
of N.C. v. Wysong & Miles Co., 132 N.C. App. 160, 168, 510 S.E.2d
690, 695-96, disc. review denied, 350 N.C. 379, 536 S.E.2d 71
(1999).
I am unpersuaded that Mr. Register's own testimony was
sufficient to establish the requisite standard of care. Although
Mr. Register was certainly qualified to testify as an expert in
this area, see State v. Linney, 138 N.C. App. 169, 183, 531 S.E.2d
245, 256-57 (witness may testify as an expert if qualified even
though not formally tendered as an expert witness), appeal
dismissed and disc. review denied, 352 N.C. 595, 545 S.E.2d 214
(2000), his testimony failed to establish the applicable standard
of care. I disagree with the majority's characterization of Mr.
Register's testimony: While Mr. Register testified extensively as
to the process he went through to establish and verify thelocations of the support columns, his testimony was limited to the
procedure that he in fact followed, not the procedure he was
supposed to follow. My review of the record reveals no testimony
on the part of Mr. Register as to (1) what would constitute
generally accepted surveying practices under similar circumstances,
or (2) that the procedure he followed failed to comport with those
standards. Plaintiff's evidence also included the testimony of
Scott Flanigan and Lanny Joyce. Although both of these witnesses
arguably were qualified to testify as experts in this field,
neither testified as to either generally accepted surveying
practices or that Mr. Register failed to perform the survey
according to those standards. Consequently, I would conclude that
plaintiff's expert testimony failed to establish the requisite
standard of care.
I am also unpersuaded that this case falls within the common
knowledge exception to the general rule requiring expert
testimony. [T]he application of the 'common knowledge' exception
has been reserved for those situations where professional conduct
is so grossly negligent that a layperson's knowledge and experience
make obvious the shortcomings of the professional. Delta Env.
Consultants, 132 N.C. App. at 168, 510 S.E.2d at 696. The majority,
relying on Daniel, Mann, Johnson & Mendenhall v. Hilton Hotels
Corp., 98 Nev. 113, 642 P.2d 1086 (1982) and Paragon Engineering,
Inc. v. Rhodes, ___ Ala. ___, 451 So.2d 274 (1984), concludes that
the common knowledge exception is applicable under these
circumstances. Notwithstanding the facial similarity between these
cases and the facts presented here, these cases are readilydistinguishable and do not support the application of the common
knowledge exception to this case.
First, a careful reading of Paragon reveals that the only
issue before that court was whether the testimony of several
witnesses, who were not professional surveyors, was sufficient to
support the conclusion that the defendant was negligent in staking
a survey site. Paragon, ___ Ala. at ___, 451 So.2d at 274. The
Court found that although none of plaintiff's witnesses were
expert[s] in the technical sense, i.e. professional land
surveyors, three of plaintiff's witnesses were competent to testify
as experts by virtue of their knowledge and experience. Id. at ___,
451 So.2d at 276. The Paragon court ultimately concluded that the
testimony of these witnesses was sufficient to support the jury's
conclusion. Id. at ___, 451 So.2d at 277. Because Paragon was based
on application of the general rule, rather than the common
knowledge exception, it is of little instructional value here.
Moreover, Daniel involves an action for breach of contract
filed against the defendant surveyor when defendant improperly
pinpointed the location of caissons designed to support a
structure. The issue before the court was whether expert testimony
[wa]s required to prove the breach of duty. Daniel, 98 Nev. at
115, 642 P.2d at 1087. The Daniel court, applying the common
knowledge exception, answered in the negative. Id.
Daniel is distinguishable in two significant respects: First,
the underlying action in Daniel was for breach of contract, not
negligence. Insofar as the holding in Daniel is based on an
implied [contractual] duty to perform in a workmanlike manner,id., rather than the duty to exercise reasonable care under the
circumstances, the reasoning of Daniel is inapposite to this case.
See Davidson and Jones, Inc. v. County of New Hanover, 41 N.C. App.
661, 255 S.E.2d 580 (1979)(distinguishing actions based on contract
from those based on negligence and refusing to impose contractual
duties not expressly assumed under the terms of the contract).
Second, it is undisputed that here the conditions and strict
tolerances necessitated employing the knowledge, skill and judgment
of a professional surveyor. That was not the case in Daniel. See
id. (noting [t]here [wa]s nothing in the record to indicate that
the survey required complex calculations . . . .). I would
conclude that this factual discrepancy is sufficient alone to
distinguish Daniel and make the common knowledge exception
inapplicable.
Even strict adherence to accepted surveying principles will,
in some cases, yield inaccurate measurements. See e.g. 11 Am. Jur.
Proof of Facts 2d 403-05, §§ 2-3. Therefore, application of the
common knowledge exception must turn on something more than the
ultimate result. The better reasoned approach, which is more
directly related to the negligence standard, is to apply the
common knowledge exception only where the surveyor was so grossly
negligent in the manner in which he performed his professional
services that his shortcomings as a professional are readily
apparent to a layperson. Examples would include misreading plans
and specifications, the taking of faulty measurements, or errors in
recording data that, if pointed out and corrected, would yield
accurate results. These are the types of errors that would bereadily apparent to a layperson, without the need for explanation
of complex principles by an expert in that profession. Since there
is no evidence in the record that implicates any of these kinds of
errors, I would conclude that expert testimony was necessary to
determine whether defendant exercised the degree of care that an
ordinarily prudent surveyor would have exercised under similar
circumstances.
Accordingly, I would hold that plaintiff failed to establish
the applicable standard of care and the trial court improperly
denied defendant's motion to dismiss.
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