October 28, 2024 City Council Conference Meeting Agenda
Council Conference Meeting
October 28, 2024
5:30 PM
Fridley City Hall, 7071 University Avenue N.E.
Agenda
Agenda
1.Draft 2025 City Calendar
2.MnDOT Trunk Highway 47/University Avenue Improvements Update
3.Commons Park Plan Update
4.2025 Budget Discussion Utility Budgets/Rates
Accessibility Notice:
If you need free interpretation or translation assistance, please contact City staff.
Si necesita ayuda de interpretación o traducción gratis, comuníquese con el personal de la ciudad.
Yog tias koj xav tau kev pab txhais lus los sis txhais ntaub ntawv dawb, ces thov tiv tauj rau Lub Nroog cov
neeg ua hauj lwm.
Haddii aad u baahan tahay tarjumaad bilaash ah ama kaalmo tarjumaad, fadlan la xiriir shaqaalaha
Magaalada.
Upon request, accommodation will be provided to allow individuals with disabilities to participate in any City of
Fridley services, programs or activities. Hearing impaired persons who need an interpreter or other persons who
require auxiliary aids should contact CityClerk@FridleyMN.govor (763) 572-3450.
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AGENDA REPORT
Meeting Date:October 28, 2024 Meeting Type:City CouncilConference Meeting
Submitted By:Melissa Moore, City Clerk/Communications Manager
Title
Draft 2025 City Calendar
Background
Pursuant to the Fridley City Charter § 3.01, theCity Council annually adopts a calendar of City Council
meetingsfor the upcoming year.The draft 2025 calendar(attached)looks different than in years past.
days and
other miscellaneous dates that may impact some City operations.
12
meeting for approval.
Recommendation
Staff recommend the City Council review the draft 2025 calendar and provide any further revisions.
Attachments and Other Resources
Draft 2025City of Fridley Calendar
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
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AGENDA REPORT
Meeting Date:October 28, 2024 Meeting Type:City CouncilConference Meeting
Submitted By: Jim Kosluchar, Director of Public Works
Brandon Brodhag, Assistant City Engineer
Rachel Workin, Environmental Planner
Title
MnDOT Trunk Highway 47/University Avenue Improvements Update
Background
Our MnDOT Area Engineer, Chris Bower, will be presenting an update on corridor planning for Trunk
Highway 47 in conjunction with the future Met Council F-Line Bus Rapid Transit. Subject matter will
include Planning and Environmental Linkages (PEL) Studybackground, conceptual near-term and long-
term improvements in Fridley, and future steps.
Development Review Committee (DRC) after a
September open house held in Fridley.
Attachments and Other Resources
None
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
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AGENDA REPORT
Meeting Date:October 28, 2024 Meeting Type:City CouncilConference Meeting
Submitted By: Jim Kosluchar, Director of Public Works
Mike Maher, Parks and Recreation Director
Nic Schmidt, Project Manager
Title
Commons Park PlanUpdate
Background
The City has received its Schematic Design phase plans for Commons Park as part of its Parks System
Improvement Plan. Staff will review these plans and the estimates provided by the design team with the
City Council and will be taking note of Council comments and questions.
Attached please find the Schematic Design for the building and a presentation of the site design and
elements. Colors, finishes, elements, and locations are subject to change.
Attachments and Other Resources
SD Building Exterior View Rendering
SD Building Drawings
100% SD Site Package
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
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FRIDLEY COMMONS PARK
PARK SYSTEM IMPROVEMENT PLAN
100% SD PACKAGE | SEPTEMBER 2024
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Table of Contents
Illustrative Plan...................3
Paving............................6
Lighting...........................9
Landscaping......................12
Fencing...........................15
Site Furnishings...................17
2
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EXISTING
BUILDING TO
REMAIN
EXISTING
BUILDING TO
REMAIN
EXISTING BUILDING
TO REMAIN
DUGOUT
Illustrative Plan
2
4
5
Ƣ
71Ƣ
DUGOUT
86Ƣ
86Ƣ
71Ƣ
SHADE
STRUCTURES
Ƣ
5
4
2
386Ƣ
PLANTING
EXISTING
BED
BUILDING TO
REMAIN
7
T
H
S
T
N
E
REMOVE
EXISTING
HOCKEY
BUILDING TO
RINK
FENCE
REMAIN
CONVERT EXISTING
PARKING LOT TO
SEAT WALLOPEN LAWN SPACE
REMOVE
EXISTING
SWINGS
WARMING
NETPLEX
HOUSE
TOWER
(5-12)SECURED
FENCING
FOR WATER
HEDRA TOWER
TREATMENT
RR
(5-12)
SMART PLAY
FACILITY
(2-5)
FUTURE
SEAT WALL
EXPANSION
PARK
BUILDING
SHADE SAILS
REMOVE
HOCKEY RINK
FOOD TRUCK
PARKING
(6) HANDICAP
PARKING SPACES
(5) EV PARKING
SPACES
6
1ST AVE N
E
3
13
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EXISTING
BUILDING TO
REMAIN
EXISTING
BUILDING TO
REMAIN
EXISTING BUILDING
TO REMAIN
DUGOUT
2
4
5
Ƣ
71Ƣ
DUGOUT
86Ƣ
86Ƣ
71Ƣ
SHADE
STRUCTURES
Ƣ
5
4
2
386Ƣ
PLANTING
EXISTING
BED
BUILDING TO
REMAIN
7
T
H
4
14
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S
T
N
E
REMOVE
EXISTING
HOCKEY
BUILDING TO
RINK
FENCE
REMAIN
CONVERT EXISTING
PARKING LOT TO
SEAT WALLOPEN LAWN SPACE
REMOVE
EXISTING
SWINGS
WARMING
NETPLEX
HOUSE
TOWER
(5-12)SECURED
FENCING
FOR WATER
HEDRA TOWER
TREATMENT
RR
(5-12)
SMART PLAY
FACILITY
(2-5)
FUTURE
SEAT WALL
EXPANSION
PARK
BUILDING
SHADE SAILS
REMOVE
HOCKEY RINK
FOOD TRUCK
PARKING
(6) HANDICAP
PARKING SPACES
(5) EV PARKING
SPACES
5
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Paving˔˹˱˷̂˱˽ ʸ˾˿̂̄˸ʹ
LEGEND:
COLORTYPE
Asphalt Parking Lot (New)
Asphalt Parking Lot (Existing)
Asphalt Trail
Color Coated Asphalt
Standard Concrete
Decorative Concrete
Concrete for Splash Pad
Poured-In-Place + Engineered Wood Fiber
Structural Concrete
Engineered Wood Fiber Mulch
6
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Paving˔˹˱˷̂˱˽ ʸ̃˿̅̄˸ʹ
LEGEND:
COLORTYPE
Asphalt Parking Lot (New)
Asphalt Parking Lot (Existing)
Asphalt Trail
Color Coated Asphalt
Standard Concrete
Decorative Concrete
Concrete for Splash Pad
Poured-In-Place + Engineered Wood Fiber
Structural Concrete
Engineered Wood Fiber Mulch
7
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Paving˝˱̄˵̂˹˱˼̃
Asphalt Parking Lot (New)Standard ConcreteStructural Concrete Seatwall
Ecuv/kp/rnceg"eqpetgvg"ugcv"ycnnu"cv"urncuj"rcf."3:҄jv."
Ftkxg"ckung"cpf"rctmkpi"dc{u"hqt"pgy"rctmkpi"nqv0"Cuuwogu"34҄"
46҄fgrvj0
Encuu"7"dcug"ocvgtkcn."4҄"dcug"eqwtug."307҄"ygct"eqwtug."ewtd"
xctkqwu"ykfvju"qh"8/32Ҁ"vjtqwijqwv"vjg"ukvg"hqt"ukfgycnmu"cpf"
and gutter, painting/markings.
Engineered Wood Fiber
Decorative Concrete
Asphalt Parking Lot (Existing)
Decorative concrete with color banding, sandblasted
Existing parking lot to remain. Re-striping will need to occur ctgc0"Ugevkqp"cuuwogu"34҄"fgrvj0
or etched patterning and both tooled and saw cut
to accommodate the expansion to the north. Some asphalt
jointing to provide visual interest, highlight circulations,
will need to be removed to provide parking islands that are
intended to reduce the amount of impervious surface.
Kpenwfgf"ku"c"32Ҁ"ykfg"rqtvkqp"qh"vjg"rcxkpi"ctgc"vjcv"
twpu"pqtvj1uqwvj"cpf"gcuv1yguv"cv"c"8҄"fgrvj"vq"uwrrqtv"
truck/winter plow.
Asphalt Trail
Uvcpfctf"curjcnv"rcvj"cv"32Ҁ"ykfvj0"Ugevkqp"cuuwogu":҄"Encuu"7"
Concrete for Splash Pad
dcug"ocvgtkcn."4҄"dcug"eqwtug."307҄"ygct"eqwtug0"
Reference surfacing type from splash pad vendor.
Color Coated Asphalt
Poured-in-Place +
Color coated asphalt surface at the pickleball courts. Includes
Engineered Wood Fiber
7"dcug"ocvgtkcn."4҄"dcug"eqwtug."307҄"ygct"eqwtug."rckpvkpi"
Represents unitary rubber surfacing that will underneath
cpf"eqcvkpi"hqt"eqwtvu."cpf"cp"3:҄"eqpetgvg"ockpvgpcpeg"uvtkr"
most playground equipment (60%). This surface will
surrounding the perimeter.
meet all ASTM and CPSI standards related to fall height
attenuation. It will also incorporate multiple color designs
5 base material, varying thickness of SBR material for
hcnn"cvvgpwcvkqp."cpf"c"207҄"vq"2097҄""vqr"ygct"eqcv0"Vjg"
remaining surface that is not poured in place will be
8
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Lighting˔˹˱˷̂˱˽ ʸ˾˿̂̄˸ʹ
MFHFOE;
DPMPSUZQFUPUBM
CB
R=856.54
N (18INCH RCP)
I=850.84
S (18inch RCP)
I=I=I=I=I=850.84
CB
R=856.72
B
N (18INCH RCP)
I=850.82
CB
I=I=I=I=I=S (18inch RCP)850.92
R=857.49
NW (12INCH RCP)
I=I=I=I=I=I=854.51
Vqhsbefe!mjhiut!bu!tboe!
8 EA
wpmmfzcbmm!boe!qjdlmfcbmm!dpvsut!.!
BB
M
M
sftvtf!fyjtujoh!qpmft
FF=859.76
FF=872.02
PPPPPPPP
HPPPPPPPP
P
H
FF=874.93
M
PP
P
Qbsljoh!Mpu!Mjhiujoh
PP
V
P
11 EA
VH
P
P
PPP
P
P
Qfeftusjbo!Tdbmf!Qbui0Bsfb!Mjhiut
33 EA
PP
CB
R=856.31
I=I=I=I=I=I=SE (12INCH RCP)852.56
CB
R=856.27
NE (12INCH RCP)
I=I=I=I=I=I=852.61
MM
Cpmmbse!Xbmlxbz!Mjhiut
24 EA
M
FF=860.11
FF=860.11
Tfbuxbmm!Mjhiut
PPPPP
P
PP
P
283 LF
)MFE!Tusjq!Mjhiujoh*
MH SSWR
S
R=857.12
I=S (12INCH CLAY)841.12
I=N (12inch CLAY)841.12P
W (12INCH CLAY)
I=846.40
E (6inch PVC)
I=847.85I=I=
Pwfsifbe!Tusjoh!Mjhiut
120 LF/ 4 strands
P
Bddfou0Usff!Vqmjhiujoh
14 EA
P
Fyjtujoh!Tjuf!Mjhiut!)up!sfnbjo*
10 EA
V
FF=881.03
P
CB
PP
FW!Dibshjoh!Tubujpot
R=858.43
P
P
I=I=I=I=I=I=W (8INCH CMP)857.53
P
2 EA
P
Fmfdusjdbm!ippl.vq!gps!Gppe!CB
R=880.01
E
I=SUMPI=I=I=I=I=8
PP
PM
5 EA
Usvdlt!
P
PP
PP
P
MH SSWR
S
R=858.99
I=S (12INCH CLAY)840.79
I=I=I=I=I=N (12inch CLAY)840.79
P
9
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Lighting˔˹˱˷̂˱˽ ʸ̃˿̅̄˸ʹ
MFHFOE;
P
P
DPMPSUZQFUPUBM
PP
Vqhsbefe!mjhiut!bu!tboe!
8 EA
P
wpmmfzcbmm!boe!qjdlmfcbmm!dpvsut!.!
P
P
PM
FF=884.72
sftvtf!fyjtujoh!qpmft
FF=884.76
M
Qbsljoh!Mpu!Mjhiujoh
11 EA
V
E /8HDPE
CLVT
ELEV=881.77
Qfeftusjbo!Tdbmf!Qbui0Bsfb!Mjhiut E
B /8HDPE
33 EA
CLVT
ELEV=881.43
CB
R=881.15
I=I=I=I=I=I=S (12INCH RCP)878.07
V
WW
Cpmmbse!Xbmlxbz!Mjhiut
MH SSWR
S
R=860.84
24 EA
S (12INCH CLAY)
I=839.99
N (12inch CLAY)
I=I=I=I=I=840.04
Tfbuxbmm!Mjhiut
283 LF
)MFE!Tusjq!Mjhiujoh*
B
FF=881.58
M
B
CV
Pwfsifbe!Tusjoh!Mjhiut
120 LF/ 4 strands
H
P
Bddfou0Usff!Vqmjhiujoh
EEEEEEEEEEE
14 EA
P
M
V
V
M
WW
EM
V
W
Fyjtujoh!Tjuf!Mjhiut!)up!sfnbjo*
V
10 EA
CB
R=879.37
S (8INCH PVC)
I=I=I=I=I=I=874.87
FF=879.70
FF=882.63
FW!Dibshjoh!Tubujpot
2 EA
V
ABANDONED
MH STRM
CB
MH STRMD
PPPPP
PPPDR=881.02
R=882.11
PPPPPPPPR=874.99
Fmfdusjdbm!ippl.vq!gps!Gppe!S (12INCH RCP)
I=873.82I=E (12INCH RCP)877.08
S (21INCH RCP)/WM DISCHARGE INV/WM DISCHARGE INV
I=868.39
CLVTCLVT
E (12inch RCP)
I=873.82I=I=I=I=I=W (12inch RCP)877.08
E (18inch CMP)ELEV=878.13ELEV=878.13
I=870.14
V
MH STRMI=874.16I=I=I=N (8INCH PVC)
5 EA
I=870.19I=I=I=N (21INCH RCP)D
VV
R=877.51
CG
W (18INCH RCP)871.46V
I=
MH STRM
CB
I=I=I=I=I=E (12inch RCP)871.51D
R=880.98
R=862.22
V
Usvdlt!W (12INCH RCP)
SW (15INCH RCP)I=873.05
I=855.72
N (12inch RCP)
S (12inch RCP)WWI=I=I=I=I=873.22V
I=I=I=I=I=856.12
WW
MH SSWR
S
R=862.38
W (15INCH CLAY)
I=839.48
MH SSWR
S
N (12inch CLAY)
I=839.48R=866.33
MH SSWR
E (8INCH CLAY)W (8INCH CLAY)
I=852.38I=I=I=I=855.93
S
R=874.26
I=I=I=I=I=E (8inch CLAY)855.98
W (8INCH CLAY)
I=864.01
NE (4inch CLAY)
I=I=I=I=I=866.03
MH STRM
D
R=862.39
I=NE (15INCH RCP)856.04
I=E (15inch RCP)856.09
MH STRM
SE (12INCH RCP)
I=856.24D
R=875.43
SW (15inch RCP)
I=856.17
W (15INCH RCP)
I=867.03
W (15INCH RCP)
I=I=
N (21inch RCP)
I=I=I=I=I=867.13
10
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Lighting˖˹̈̄̅̂˵̃
Tqpsu!Dpvsu!MjhiujohQbsljoh!Mpu!MjhiujohQfeftusjbo!Qbui0Bsfb!MjhiuCpmmbse!Xbmlxbz!Mjhiu
Oqfgn<"Zone Large (ZNL)Oqfgn<"UR20 Edge-Lit Post Top Oqfgn<"UR20 Ouro Post Top Oqfgn<"Outline Bollard
Ocpwhcevwtgt<"LSI Ocpwhcevwtgt<"Kim Lighting Ocpwhcevwtgt<"Kim Lighting (Current)Ocpwhcevwtgt<"Landscape Forms
Pqvgu< Fixture only. Reuse existing poles Pqvgu<"32/36Ҁ"jgkijv="oggvu"fctm"um{"Pqvgu< Surface mounted; meets dark sky
requirementsrequirements
Tfbuxbmm!Mjhiut!)MFE!Tusjq!Mjhiujoh*Pwfsifbe!Tusjoh!MjhiujohBddfou0Usff!Vqmjhiujoh
Oqfgn<"Vertex 1000 (Outdoor)Oqfgn<"VwodngtOqfgn<"Colt LBUL
Ocpwhcevwtgt<"Kelvix Ocpwhcevwtgt<"Ncpfuecrg"HqtouOcpwhcevwtgt<"EXO
Pqvgu<"36Ҁ"uvtkru."yqtmu"wr"vq"/62"
degrees, 3000K
11
21
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Landscaping˔˹˱˷̂˱˽ ʸ˾˿̂̄˸ʹ
LEGEND:
COLORTYPETOTAL
Landscape Bed - Irrigated-
Stormwater Planting Mix-
Sod, Drip Irrigation-
15 EA
Ornamental Tree
*RTQRQUGF+
75 EA
Shade Tree
*RTQRQUGF+
12
22
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Landscaping˔˹˱˷̂˱˽ ʸ̃˿̅̄˸ʹ
LEGEND:
COLORTYPETOTAL
Landscape Bed - Irrigated-
Stormwater Planting Mix-
Sod, Drip Irrigation-
15 EA
Ornamental Tree
*RTQRQUGF+
75 EA
Shade Tree
*RTQRQUGF+
13
23
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Landscaping˝˱̄˵̂˹˱˼̃ ʶ ˠ̂˵˳˵˴˵˾̄̃
Landscape Bed - Irrigated
Stormwater Planting Mix
Sod, Drip Irrigation
97'"Rgtgppkcnu"/"46҄"QE."47'"ujtwdu"5/8Ҁ"QE."6҄"ujtgffgf"
jctfyqqf"ownej."6Ҁ"vqruqkn."ftkr"kttkicvkqp."uvggn"gfigt."ceegpv"
landscape boulders
Ornamental TreesShade Trees
Turf Restoration Area (TBD based on grading plan)
8Ҁ"D(D407҄"Ecn0"D(DUggf"Okz
14
24
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Fencing˔˹˱˷̂˱˽ ʸ˾˿̂̄˸ʹ
MFHFOE;
DPMPSGFODF!UZQF
CB
R=856.54
N (18INCH RCP)
I=850.84
S (18inch RCP)
I=I=I=I=I=850.84
CB
R=856.72
B
N (18INCH RCP)
I=850.82
CB
I=I=I=I=I=S (18inch RCP)850.92
R=857.49
NW (12INCH RCP)
I=I=I=I=I=I=854.51
53!!Qmbzhspvoe!Qfsjnfufs!Gfodf
BB
M
M
5!Tqpsu!Gfodf
FF=859.76
FF=872.02
PPPPPPPP
HPPPPPPPP
P
H
FF=874.93
M
PP
P
PP
V
P
7!Tqpsu!Gfodf
VH
P
9!Tqpsu!Gfodf
P
PPP
P
P
PP
CB
R=856.31
I=I=I=I=I=I=SE (12INCH RCP)852.56
CB
21!Tqpsu!Gfodf
R=856.27
NE (12INCH RCP)
I=I=I=I=I=I=852.61
M
M
FF=860.11
FF=860.11
PPP
PPP
PPPPPP
P
MH SSWR
S
R=857.12
I=S (12INCH CLAY)841.12
I=N (12inch CLAY)841.12P
W (12INCH CLAY)
I=846.40
E (6inch PVC)
I=847.85I=I=
P
P
V
FF=881.03
P
CB
PP
R=858.43
P
P
I=I=I=I=I=I=W (8INCH CMP)857.53
P
P
CB
R=880.01
E
I=SUMPI=I=I=I=I=8
PP
PM
P
PP
PP
P
MH SSWR
S
R=858.99
I=S (12INCH CLAY)840.79
I=I=I=I=I=N (12inch CLAY)840.79
P
Galvanized Chainlink Fencing
15
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Fencing˔˹˱˷̂˱˽ ʸ̃˿̅̄˸ʹ
MFHFOE;
P
P
DPMPSGFODF!UZQF
PP
53!!Qmbzhspvoe!Qfsjnfufs!Gfodf
P
P
P
PM
FF=884.72
5!Tqpsu!Gfodf
FF=884.76
M
7!Tqpsu!Gfodf
V
9!Tqpsu!Gfodf
E /8HDPE
CLVT
ELEV=881.77
E
B /8HDPE
CLVT
ELEV=881.43
21!Tqpsu!Gfodf
CB
R=881.15
I=I=I=I=I=I=S (12INCH RCP)878.07
V
WW
MH SSWR
S
R=860.84
S (12INCH CLAY)
I=839.99
N (12inch CLAY)
I=I=I=I=I=840.04
B
FF=881.58
M
B
CV
H
P
E
P
M
V
V
M
WW
EM
V
W
V
CB
R=879.37
S (8INCH PVC)
I=I=I=I=I=I=874.87
FF=879.70
FF=882.63
V
ABANDONED
MH STRM
CB
MH STRMD
PPPPP
PPPDR=881.02
R=882.11
PPPPPPPPR=874.99
S (12INCH RCP)
I=873.82I=E (12INCH RCP)877.08
S (21INCH RCP)/WM DISCHARGE INV/WM DISCHARGE INV
I=868.39
CLVTCLVT
E (12inch RCP)
I=873.82I=I=I=I=I=W (12inch RCP)877.08
E (18inch CMP)ELEV=878.13ELEV=878.13
I=870.14
V
MH STRMI=874.16I=I=I=N (8INCH PVC)
I=870.19I=I=I=N (21INCH RCP)D
VV
R=877.51
CG
W (18INCH RCP)871.46V
I=
MH STRM
CB
I=I=I=I=I=E (12inch RCP)871.51D
R=880.98
R=862.22
V
W (12INCH RCP)
SW (15INCH RCP)I=873.05
I=855.72
N (12inch RCP)
S (12inch RCP)WWI=I=I=I=I=873.22V
I=I=I=I=I=856.12
WW
MH SSWR
S
R=862.38
W (15INCH CLAY)
I=839.48
MH SSWR
S
N (12inch CLAY)
I=839.48R=866.33
MH SSWR
E (8INCH CLAY)W (8INCH CLAY)
I=852.38I=I=I=I=855.93
S
R=874.26
I=I=I=I=I=E (8inch CLAY)855.98
W (8INCH CLAY)
I=864.01
NE (4inch CLAY)
I=I=I=I=I=866.03
MH STRM
D
R=862.39
I=NE (15INCH RCP)856.04
I=E (15inch RCP)856.09
MH STRM
SE (12INCH RCP)
I=856.24D
R=875.43
SW (15inch RCP)
I=856.17
W (15INCH RCP)
I=867.03
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R=856.72
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I=850.82
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I=I=I=I=I=S (18inch RCP)850.92
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I=I=I=I=I=I=852.61
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9 EA
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W (12INCH CLAY)
I=846.40
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1 EA
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R=881.15
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S
R=860.84
S (12INCH CLAY)
I=839.99
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I=I=I=I=I=840.04
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S (12INCH RCP)
I=873.82I=E (12INCH RCP)877.08
S (21INCH RCP)/WM DISCHARGE INV/WM DISCHARGE INV
I=868.39
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E (12inch RCP)
I=873.82I=I=I=I=I=W (12inch RCP)877.08
E (18inch CMP)ELEV=878.13ELEV=878.13
I=870.14
V
MH STRMI=874.16I=I=I=N (8INCH PVC)
I=870.19I=I=I=N (21INCH RCP)D
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R=880.98
R=862.22
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W (12INCH RCP)
SW (15INCH RCP)I=873.05
I=855.72
N (12inch RCP)
S (12inch RCP)WWI=I=I=I=I=873.22V
I=I=I=I=I=856.12
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MH SSWR
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R=862.38
W (15INCH CLAY)
I=839.48
MH SSWR
S
N (12inch CLAY)
I=839.48R=866.33
MH SSWR
E (8INCH CLAY)W (8INCH CLAY)
I=852.38I=I=I=I=855.93
S
R=874.26
I=I=I=I=I=E (8inch CLAY)855.98
W (8INCH CLAY)
I=864.01
NE (4inch CLAY)
I=I=I=I=I=866.03
MH STRM
D
R=862.39
I=NE (15INCH RCP)856.04
I=E (15inch RCP)856.09
MH STRM
SE (12INCH RCP)
I=856.24D
R=875.43
SW (15inch RCP)
I=856.17
W (15INCH RCP)
I=867.03
W (15INCH RCP)
I=I=
N (21inch RCP)
I=I=I=I=I=867.13
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Oqfgn<"Skyways Triangle Sail
Ocpwhcevwtgt<"Landscape Structures
18
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Site Furnishings˖˹̈̄̅̂˵̃
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mounted
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Oqfgn<"Outline Bollard Oqfgn<"Monoslope Oqfgn<"Custom/contractor built Oqfgn<"Flat Top Fire Pit + Steel Logs
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Pqvgu< Surface mounted; meets dark sky
requirements
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AGENDA REPORT
Meeting Date:October 28, 2024 Meeting Type:City Council Conference Meeting
Submitted By:Joe Starks, Finance Director/City Treasurer
Title
2025Budget Discussion Utility Budgets/Rates
Background
A presentationand discussion will be had regarding the Proposed 2025Utility Budgets/Rates.
Focus on Fridley Strategic Alignment
Vibrant Neighborhoods &PlacesCommunity Identity &Relationship Building
X Financial Stability & Commercial ProsperityPublic Safety & Environmental Stewardship
X Organizational Excellence
Attachments and Other Resources
Proposed 2025 Utility Budgets/Rates Presentation
Proposed 2025 Utility Budget Summaries
Proposed 2025 UtilityDetailed Budgets
Vision Statement
We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses.
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2025 Utility Rates &
Budgets
October 28, 2024
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Water Utility Fund
Assumptions and Other Considerations
Locke Park Water Treatment Plant (WTP) Project Overview (JIM)
Scenarios relative to Locke Park WTP Intended Use Plan (IUP) award draft letter City received
Rate increase of 5% for 2025 –assumes project with no loan forgiveness ($3.86 increase quarterly)
Rate increase of 4% for 2025 –assumes project with $3 mil. in eligible forgiveness ($3.09 increase
quarterly)
Rate increase of 3% for 2025 –assumes no project ($2.32 increase quarterly)
Repayment of the Community Investment Fund Interfund Loan through 2029 ($480k)
Repayment of 2016A Water Revenue bonds through 2031 ($330k)
No American Rescue Plan Act (ARPA) funds in 2025 and moving forward
Cash balance floor = 6 months of following years operating expenditures, following year’s
capital expenditures and any debt service obligations
Higher fund balance is prudent due to the age of water infrastructure
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Water Utility Fund
Proposed Capital Projects
$6,600,000 Locke Park WTP Project –Provisional/Proposed
$1,150,000 New Distribution System Extension-Watermain
$900,000 Water Distribution Upgrades with Street Projects
$400,000 Storage Retrofits and Reconditioning
$15,767,000 capital projects from 2025-2029
No use of ARPA funds to fund these capital expenditures moving forward
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Water Utility Fund Cash Balance
Water Utility Fund Cash Balance 2025-2029
$10,000,000
$8,000,000
$6,000,000
$4,000,000
$2,000,000
$-
2025 Proposed2026 Forecasted2027 Forecasted2028 Forecasted2029 Forecasted
Cash Balance FloorCash Ending Balance
5
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Water Utility Fund Expenditures
Water Utility Fund Expenditures 2025-2029
$6,000,000
$5,000,000
$4,000,000
$3,000,000
$2,000,000
$1,000,000
$-
2025 Proposed2026 Forecasted2027 Forecasted2028 Forecasted2029 Forecasted
Operating ExpendituresCapital Expenditures
6
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Sanitary Sewer Utility Fund
Assumptions and Other Considerations
Rate increase of 5.0% for 2025 (forecasted for 9.0% at this time last year)
Forecasted increase of 4.0% moving forward
No use of American Rescue Plan Act (ARPA) funds in 2025
Repayment of the Community Investment Fund Interfund Loan through 2026 ($46K)
Metropolitan Council Environmental Services (MCES) charges comprise nearly 80% of the
total fund expenditures
6.63% increase for 2025 or approximately $360k (forecasting 4% increase moving forward)
Cash balance floor = 6 months of following years operating expenditures, following year’s
capital expenditures and any debt service obligations
Higher fund balance is prudent due to the age of sanitary sewer infrastructure and volatility
of charges from MCES
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Sanitary Sewer Utility Fund
Proposed Capital Projects
$950,000 Sanitary Sewer Lift Station Rehabilitation
$100,000 Sanitary Sewer Force Main Reconstruction
$4,763,000 in capital projects from 2025-2029
No use of ARPA funds to fund these capital expenditures moving forward
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Sanitary Sewer Utility Fund Cash Balance
Sanitary Sewer Utility Fund Cash Balance 2025-2029
$6,000,000
$5,000,000
$4,000,000
$3,000,000
$2,000,000
$1,000,000
$-
2025 Proposed2026 Forecasted2027 Forecasted2028 Forecasted2029 Forecasted
Cash Balance FloorCash Ending Balance
9
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Sanitary Sewer Utility Fund Expenditures
Sanitary Sewer Utility Fund Expenditures 2025-2029
$9,000,000
$8,000,000
$7,000,000
$6,000,000
$5,000,000
$4,000,000
$3,000,000
$2,000,000
$1,000,000
$-
2025 Proposed2026 Forecasted2027 Forecasted2028 Forecasted2029 Forecasted
Operating ExpendituresCapital Expenditures
10
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Storm Water Utility Fund
Assumptions and Other Considerations
Rate increase of 10.0% for 2025 and increase of 3% moving forward
Repayment of the Community Investment Fund Interfund Loan through 2026
($36k)
Cash balance floor = 6 months of following years operating expenditures,
following year’s capital expenditures, and any debt service obligations
Higher fund balance is prudent due to the age of storm water infrastructure and the
potential for emergency events (flooding, etc.) within the City.
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Storm Water Utility Fund
Proposed Capital Projects
$1,500,000 Sylvan Park Stormwater Treatment System
$300,000 Storm Water System Upgrades
$300,000 Watershed District Water Quality Projects
$250,000 TMDL Water Quality Projects
$220,000 Storm Water System Upgrades with Street Projects
$9,434,500 in capital projects from 2025-2029
No use of ARPA funds to fund these capital expenditures moving forward
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Storm Water Utility Fund Cash Balance
Storm Water Utility Fund Cash Balance 2025-2029
$6,000,000
$5,000,000
$4,000,000
$3,000,000
$2,000,000
$1,000,000
$-
2025 Proposed2026 Forecasted2027 Forecasted2028 Forecasted2029 Forecasted
Cash Balance FloorCash Ending Balance
13
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Storm Water Utility Fund Expenditures
Storm Water Utility Fund Expenditures 2025-2029
$3,000,000
$2,500,000
$2,000,000
$1,500,000
$1,000,000
$500,000
$-
2025 Proposed2026 Forecasted2027 Forecasted2028 Forecasted2029 Forecasted
Operating ExpendituresCapital Expenditures
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Solid Waste Abatement (Recycling) Special
Revenue Fund
Proposed 2025 Rate
Quarterly rate increase from $10.90 to $11.80 or $0.90 increase
Assumptions and Other Considerations
Recycling commodity values have fallen
New contract with Republic Services goes into effect on May 1
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Sample Quarterly Utility Bill –5% Water
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Sample Quarterly Utility Bill –4% Water
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Sample Quarterly Utility Bill –3% Water
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Monthly Residential Utility Bill
Minneapolis/St. Paul Metro Area
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Thank you
Questions?
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