packet
Packet: Tiffin Regular City Council Meeting (09/01/2026)
Dated September 1, 2026City Council — regular meeting, September 1, 2026 184 pages
Ord. 2026-529, Ord. 2017-398, Ord. 2017-399, Res. 2026-045
Page 156 of 184
Text from the PDF text layer; check the PDF for anything that matters.November 2025
all which shall be at no cost to the DOT. See Exhibit B for estimated costs.
c. The LPA agrees to assist the DOT with inspection of construction of the new water main and
associated appurtenances.
d. In accordance with 761 Iowa Administrative Code Chapter 150.3(1)e, the LPA shall reimburse the
DOT for its share (6%) of the actual cost for longitudinal and outlet storm sewer as shown on Exhibit
B.
e. All storm sewers constructed by the DOT as part of the project shall become the property of the LPA,
which shall be responsible for their maintenance and operations. The LPA shall not make any
connections to said storm sewers without the prior written approval of the DOT. The LPA shall
prevent use of such storm sewers as a sanitary sewer.
f. Upon completion of construction, the LPA agrees to retain ownership and jurisdiction of the following
referenced improvements as identified below. The LPA shall also assume responsibility for all future
maintenance operations associated therewith, all at no additional expense or obligation to the DOT:
i. Main Street shall be reconstructed from its intersection with U.S. 6 to 50 feet south of U.S. 6. A
24-foot wide PCC pavement with curb and gutter will be constructed.
ii. Summerhays Street shall be reconstructed from its intersection with U.S. 6 to 50 feet south of
U.S. 6. A 24-foot wide PCC pavement with curb and gutter will be constructed.
iii. Stephans Street shall be reconstructed from its intersection with U.S. 6 to 50 feet south of U.S. 6,
and from its intersection with U.S. 6 to 50 feet north of U.S. 6. A 24-foot wide PCC pavement with
curb and gutter will be constructed.
iv. Croell Avenue shall be reconstructed from its intersection with U.S. 6 to 55 feet south of U.S. 6,
and from its intersection with U.S. 6 to 50 feet north of U.S. 6. A 24-foot wide PCC pavement with
curb and gutter will be constructed.
v. Kimberlite Street shall be reconstructed from its intersection with U.S. 6 to 55 feet south of U.S. 6,
and from its intersection with U.S. 6 to 50 feet north of U.S. 6. A 24-foot wide PCC pavement with
curb and gutter will be constructed.
vi. All water mains and associated appurtenances.
vii. Traffic signals at the intersection of U.S. 6 and Kimberlite Street.
viii. PCC sidewalks located outside of DOT right of way.
2. Project Costs
a. The LPA shall reimburse the DOT for its share of the project costs estimated at $3,920,988.98, as
shown in Exhibit B. LPA reimbursements to the DOT shall occur approximately biannually, with the
first reimbursement occurring around July 1, 2027. The amount paid by the LPA, based upon the
accumulated construction completed and paid by the end of each biannual period, and billing by the
DOT, shall be determined by the actual quantities in place, the accepted bid at the contract letting,
and any extra work that is determined to be an LPA cost share. The final billing to the LPA will occur
upon the completion of all construction and verification of the LPA’s total share of the project costs, as
determined by audit, less the previously reimbursed LPA costs.
b. The DOT shall bear all costs except those allocated to the LPA under other terms of this Agreement.
2026-4-131_Tiffin 2
Sheets in this document
- p. 16 plan sheet
- p. 21 10A102 · Proposed Floor Plan · MSA · Water Treatment Facility Upgrade
- p. 24 Weatherstripping - Jamb Weatherstripping
- p. 25 Certifications: *Unnotched & Notched profiles available
- p. 26 Thresholds - Saddle
- p. 35 20P102 · Proposed Plumbing Above Grade Floor Plan · MSA · Water Treatment Facility Upgrade
- p. 36 20H101 · RO Building HVAC Plan · MSA · Water Treatment Facility Upgrade
- p. 45 10A100 · Safety Plan · MSA · Overall Facility
- p. 46 10A101 · Life Safety Plan · MSA
- p. 47 Floor Limits (Graphical · MSA
- p. 48 20A101 · Architectural Floor Plan · MSA · 2 Painted Pipe Bollard
- p. 49 Plan Review Comm · MSA · Proposed
- p. 50 Typical Architectural Details · MSA
- p. 51 Typical Details and Schedule Architectural Schedules · MSA
- p. 52 20H101 · RO Building HVAC Plan · MSA · Water Treatment Facility Upgrade
- p. 53 99H601 · HVAC Schedules · MSA
- p. 54 20P102 · Proposed Plumbing Above Grade Floor Plan · MSA · Water Treatment Facility Upgrade
- p. 55 20S101 · Foundation Plan · MSA · Water Treatment Facility Upgrade
- p. 56 L-1 · Lintel Schedule · MSA · Mezzanine Framing
- p. 57 Typical Structural Details · MSA
- p. 58 MSA
- p. 62 Power Plan · MSA
- p. 77 EJ1A · Roof Trusses Layout
- p. 78 MT20 · 2 Carpenters for 1 hrs each to layout, cut
- p. 79 MT20 · 2 Carpenters for 2 hrs each to layout, cut
- p. 80 Job Truss Truss Type Qty Ply Tiffin Water Treatment Plant / Structure 20 (chart; data on p. 78)
- p. 82 MT20 · Notes
- p. 160 Exhibit A: Project Location
Sources
- revize: Agenda packet (packet_2026-09-01_3ad1ee37-4af1-4a67-8983-cc30e19b0f9e.pdf) — where it was found ↗ first seen Oct 12, 2026
Data last updated October 20, 2026. Built from the archive's documents; see how the data is built.