FURLONG ENTERPRISES, LLC v. Nickerson

785 F. Supp. 2d 970, 2011 U.S. Dist. LEXIS 32804, 2011 WL 1135167
CourtDistrict Court, D. Colorado
DecidedMarch 29, 2011
DocketCivil Action 09-cv-00882-WDM-CBS
StatusPublished
Cited by1 cases

This text of 785 F. Supp. 2d 970 (FURLONG ENTERPRISES, LLC v. Nickerson) is published on Counsel Stack Legal Research, covering District Court, D. Colorado primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
FURLONG ENTERPRISES, LLC v. Nickerson, 785 F. Supp. 2d 970, 2011 U.S. Dist. LEXIS 32804, 2011 WL 1135167 (D. Colo. 2011).

Opinion

ORDER ON MOTIONS FOR SUMMARY JUDGMENT

MILLER, Senior District Judge.

This case is before me on the Motion for Summary Judgment (ECF No. 79) filed by Defendant City of Cortez (the “City”) and Defendant Nickerson’s Motion for Summary Judgment Based Upon Qualified Immunity (ECF No. 72). Plaintiffs oppose the motions. I have reviewed the pertinent portions of the record and the legal authorities and arguments contained in the parties’ briefs. For the reasons that follow, the motions will be granted.

Background 1

Plaintiffs allege that the City’s Public Works Department and Jack Nickerson, its Director, have violated their civil rights by virtue of certain decisions made regarding construction projects. Plaintiff Furlong Enterprises (“Furlong”) also asserts a claim of breach of contract.

Furlong, Residential Building Systems, Inc. (“RBS”), and D & L Construction (“D & L”) are construction companies involved in various projects in and around the City. The principals of Furlong are John and Stacey Stramel and Dave Kimble. D & L is owned by Dave and Lana Waters. RBS is owned by Don Etnier.

Furlong, with assistance from D & L, is constructing a development called Brandon’s Gate Planned Unit Development (“Brandon’s Gate”). RBS is constructing a development known as Sedona Estates Phase 3 (“Sedona Estates”). D & L is also involved in the construction of a development known as San Juan Park Addition or the Acoma Special Improvement District (“Acoma SID”). Brandon’s Gate and Se-dona Estates are residential developments and, pursuant to City regulations, the developers were required to enter into Subdivision Improvement Agreements (“SIA”) with the City. In general, the SIA concerns the obligation of the developer to construct public improvements in the de *974 velopment, such as roads, water lines, sewers, storm drains, and other infrastructure. See, e.g., Brandon’s Gate SIA, Exh. A-3 to City’s Mot. for Summ. J., ECF No. 79-5, at ¶ 1.

The Acoma SID resulted from a petition by lot owners, including the Waters, to create a special improvement district to construct certain street paving improvements in an existing neighborhood. Exh. A-2 to City’s Mot. for Summ. J., ECF No. 79-4. The Acoma SID was passed by a government resolution and was a City funded, designed, engineered, and bid project. Id. Because the Acoma SID is a City project, there is no SIA. Id. D & L submitted the lowest bid and was awarded the project. Exhs. A-5 & A-6 to City’s Mot. for Summ. J., ECF Nos. 79-7, 79-8.

In their Amended Complaint (ECF No. 8), Plaintiffs assert that the City permitted developers of two other projects to use native soil as trench backfill in construction of right of ways (“ROW”) and roadways but that Plaintiffs, unaware that the City might permit this, used more expensive backfill material, known as CDOT 2 Class 6 A.B.C. (“Class 6”), pursuant to their understanding of the City’s requirements. Plaintiff Furlong also asserts a contract claim based on a cease and desist order arising out of a dispute over roadway construction design, issued May 23, 2007, and other alleged breaches of the SIA.

Plaintiffs’ claims concerning the backfill issue rest in large part on the interpretation and application of the City’s Construction Design Standards (“CDS”), which were modified over the years. It appears to be undisputed that the Plaintiffs’ projects were all subject to the 1980 CDS. That version the CDS does not specify any particular material to be used for trench backfill. 1980 CDS, Exh. A-7 to City’s Mot. for Summ. J., ECF No. 79-9, at Sec. 4.4.2.A (generally requiring backfill material to consist of “sound earth material free from frozen materials, large rocks, broken concrete, timber, and other debris.”). The parties agree that by its plain terms, it does not prohibit the use of native soil as backfill or require Class 6. However, according to deposition testimony by Bruce Smart, the Director of Public Works until April 2007, the City had previously experienced problems with trench settlement related to the use of native material because contractors had a hard time getting appropriate compaction. Exh. A-l to City’s Mot. for Summ. J., ECF No. 79-2, at 5. The City found that Class 6 material was easier to compact and the use of Class 6 materials became a preference, if not a de facto standard, in City projects. 3 Id., at 6-7. Class 6 material was specified as back-fill in the bid for the Acoma SID. Exh. A-5 to City’s Mot. for Summ. J., ECF No. 79-7. Applications for right of way construction permits stated that “Class 6 road base, or equal per CDOT specifications, is required” for trench backfill material. Exh. 16 to Pis.’ Resp., ECF No. 82-16.

The CDS were revised, effective May 22, 2007. The 2007 CDS specifically provide that trench backfill for city right of ways, roadways, alleys and driveways “shall be approved road base material (CDOT Class 6 A.B.C) for the full depth of the trench.” 2007 CDS, Exh. A-9 to City’s Mot. for Summ. J., ECF No. 79-11, at Sec. 2.4.2.B. However, the 2007 CDS also give the City Engineer authority to enforce and administer the CDS (Sec. 1.1), to make changes to approved plans or specifications (Sec. 1.7), to permit substitution of materials or *975 equipment “if sufficient information is submitted to allow the Engineer to determine that the material or equipment proposed is equivalent or equal to that named” (Sec. 2.3.3), and to require additional tests to be taken to substantiate compaction requirements (Sec. 2.4.2.B).

During the relevant time period, two other projects were permitted to use native soil as backfill. One of those projects was the Rodeo PUD, a residential development. Its engineer, and part owner, is Clinton “Cap” Allen. Phase 1 of the Rodeo project was subject to the 1980 CDS. Sometime in late 2005, Mr. Allen made a proposal to the City Engineer (at the time, Jon Butler) requesting to use native material as trench backfill. In a letter to Mr. Butler dated December 6, 2005, Mr. Allen provided a detail of the proposed trench construction, proposed testing, and various provisions for site supervision and inspection. Exh. A-10 to City’s Mot. for Summ. J., ECF No. 79-12. In a letter in response, Mr. Butler indicated a willingness to permit the use of native material but imposed additional and more stringent requirements relating to compaction and testing. Exh. A-ll to City’s Mot. for Summ. J., ECF No. 79-13. Phase 1 of the Rodeo project apparently successfully used native material as trench backfill. Mr. Allen then sought to use the same materials for Phase IIA of the Rodeo project, which was subject to the 2007 CDS. Defendant Nickerson, who became the Director of Public Works in April 2007, allowed the continued use of native material as backfill on the project. 4

The second project that was permitted to use native soil as backfill was the Southwest Memorial Hospital PUD (the “Hospital” project). This was a commercial development in connection with a hospital special district.

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Bluebook (online)
785 F. Supp. 2d 970, 2011 U.S. Dist. LEXIS 32804, 2011 WL 1135167, Counsel Stack Legal Research, https://law.counselstack.com/opinion/furlong-enterprises-llc-v-nickerson-cod-2011.