HomeMy WebLinkAbout2021-085 CCRMember Butler introduced the following resolution and moved its adoption:
RESOLUTION NO. 2021-85
RESOLUTION ESTABLISHING IMPROVEMENT PROJECT NOS. 2022-01,
025 03 AND 04, WOODBINE AREA STREET AND UTILITY
IMPROVEMENTS
WHEREAS, the City's Capital Improvement Program identifies specific streets
for proposed infrastructure improvements in 2022; and
WHEREAS, the City Council has reviewed the scope of proposed improvements
for the Woodbine Area; and
WHEREAS, the City Council desires to begin the process of information
gathering and solicitation of public comments.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Brooklyn Center, Minnesota, that:
1. Improvement Project Nos. 2022-01, 02, 03 and 04, Woodbine Area Street
and Utility Improvements are hereby established.
2. Staff is directed to begin field work, contact property owners in the
neighborhood to obtain comments and input and hold public informational
meetings for property owners in the neighborhood where improvements
are proposed.
3. The City Engineer shall prepare a project feasibility report for review by
the City Council in the fall of 2021.
4. Estimated project costs for preliminary field work, geotechnical
investigations and sewer televising costs are as follows:
COST AMOUNT
Preliminary Design and Plan Prep. $195,000
Televising $ 151000
Field Survey $ 60,000
GeotechnicalInvestigation $ 30,000
Storm Sewer system analysis $ 35,000
Watermain system analyses $ 155000
Estimated Costs Total $350,000
RESOLUTION NO. 2021-85
REVENUES AMOUNT
Sanitary Sewer Utility Fund $ 70,000
Water Utility Fund $115,000
Storm Sewer Utility Fund $ 35,000
Street Reconstruction Fund $130 000
Estimated Revenues Total $350,000
Julv 12.2021
Date
The motion for the adoption of the foregoing resolution was duly seconded by member
Ryan
and upon vote being taken thereon, the following voted in favor thereof:
Butler, Elliott, Graves, Lawrence -Anderson, Ryan
and the following voted against the same: None
whereupon said resolution was declared duly passed and adopted.
Woodbine Area Improvements - 2022
The Woodbine project area extends from
Brooklyn Boulevard to France Avenue and
from the north City limits to 71" Avenue.
The project area contains a total of 15,525
linear feet of local streets. The
neighborhood consists of approximately
254 residential properties.
Noble Avenue from Brooklyn Boulevard to
the north City limits is a designated MSA
Route. The Woodbine Neighborhood was 7
reconstructed in 1995. Noble Avenue is 404eet wide with concrete curb and gutter. The remaining streets
are generally 30-feet wide with concrete curb and gutter. The project design process will include evaluating
geometric options at the intersection of Noble Avenue and Woodbine Lane to address possible pedestrian
safety issues. The current cost estimate assumes street improvements that consist of approximately 50
percent curb replacement, 10 percent sidewalk replacement and full depth pavement replacement.
Water main
The existing water main in the Woodbine area consists of 6-inch and 8-inch diameter CIP installed between
1957 and 1959. Records indicate there have been 11 water main breaks in the neighborhood between 1975
and 2013 and six properties have experienced frozen water service in past winters. The current project cost
estimate includes complete water main replacement.
Sanitary Sewer
Approximately 25 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 1995. The remaining sanitary sewer consists of 84nch diameter VCP
installed in 1958 and 1959. Approximately 57 percent of the sanitary sewer is subjected to frequent
problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The current project cost estimate includes replacement of the existing VCP sanitary
sewer within the roadway and cured -in -place lining of the sanitary sewer along the June Avenue easement
between 7 1 " Avenue and 701" Avenue.
Storm Sewer
The storm sewer on Noble Avenue consists of 12-inch and 15-inch diameter RCP that drains to Shingle
Creek. This storm sewer was installed in 1970. The remainder of the project area consists of 154nch to 33-
inch diameter RCP installed when the neighborhood was reconstructed in 1995. This storm sewer generally
drains to Palmer Lake. The condition of the storm sewer within the neighborhood is rated as good. The
current project cost estimate includes replacing storm structure castings and isolated portions of lateral
storm sewer as necessary.
Street Lighting
The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with acut-off type
LED light fixture and underground power.
Project Summaries Page � 20
2021-2035 Capital Improvement Program