HomeMy WebLinkAbout2016-202 CCRMember April Graves introduced the following resolution and
moved its adoption:
RESOLUTION NO. 2016-202
RESOLUTION APPROVING THE 2017-2031 CAPITAL IMPROVEMENT
PLAN AND ADOPTING THE 2017 CAPITAL PROGRAM
WHEREAS, the City Council of the City of Brooklyn Center determined it is
fiscally responsible and necessary to develop an infrastructure plan that coordinates the long-
range municipal needs; and
WHEREAS, the City Council reviewed and discussed the proposed 2017-2031
Capital Improvement Plan together with the Financial Commission on July 18, 2016; and
WHEREAS, the City Council of the City of Brooklyn Center annually adopts a
Capital Improvements Program following review and discussion by the City Council; and
WHEREAS, attached hereto and incorporated herein by reference as Exhibit A is
the documentation for the above referenced 2017-2031 Capital Improvement Plan: and
WHERAS, the City Council of the City of Brooklyn Center authorizes the 2017
Program be included in the 2017 Annual City Budget.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Brooklyn Center that the 2017-2031 Capital Improvement Plan as set forth in Exhibit A to this
Resolution be and hereby is adopted.
December 5 2016
Date
ATTEST: �&fw
City Clerk
Mayor
The motion for the adoption of the foregoing resolution was duly seconded by member
Kris Lawrence -Anderson
and upon vote being taken thereon, the following voted in favor thereof:
Tim Willson, April Graves, Kris Lawrence -Anderson, Lin Myszkowski, Dan Ryan
and the following voted against the same:
whereupon said resolution was declared duly passed and adopted.
RESOLUTION NO. 2016-202
City :"��, Center
CAPITAL2017 P R , PROGRAM
PROFILE
The 2017-31 Capital Improvement Plan (CIP) is a planning document that presents a fifteen -year overview of
scheduled capital projects to address the City's goals for maintaining public infrastructure. The CIP includes a
long-term financing plan that allows the City to allocate funds for these projects based on assigned priorities.
The fifteen -year horizon of the CIP provides the City with an opportunity to evaluate project priorities
annually and to adjust the timing, scope and cost of projects as new information becomes available. The
information contained in this plan represents an estimate of improvement costs based on present knowledge
and expected conditions. Changes in community priorities, infrastructure condition and inflation rates require
that adjustments be made on a routine basis.
A capital improvement is defined as a major non-recurring expenditure related to the City's physical facilities
and grounds. The 2017-2031 CIP makes a concerted effort to distinguish between major maintenance projects
contained in the City's operating budgets and capital improvement projects financed through the City's capital
fiends and proprietary funds. Typical expenditures include the cost to construct roads, utilities, parks, or
municipal structures.
The CIP is predicated on the goals and policies established by the City Council, including the general
development, redevelopment and maintenance policies that are part of the City's Comprehensive Plan. A
primary objective of the CIP is to identify projects that further these goals and policies in a manner consistent
with funding opportunities and in coordination with other improvement projects.
CIP Project Types
The CIP proposes capital expenditures totaling approximately $203 million over the next 15 years for
improvements to the City's streets, parks, public utilities and municipal buildings. A brief description of the
four functional areas is provided below.
Public Utilities
The City operates four utility systems, all of which have projects included in the CIP - water, sanitary sewer,
storm drainage and street lighting. A vast majority of the public utility improvements are constructed in
conjunction with street reconstruction projects. The remaining portion of public utilities projects include
improvements to water supply wells, water towers, lift stations, force mains and storm water treatment system.
Street Improvements
Street improvements include reconstruction or resurfacing of neighborhood (local), collector and arterial
streets. Proposed improvements include the installation or reconstruction of curb and gutter along public
roadways. As noted earlier, street improvements are often accompanied by replacement of public utilities.
Park Improvements
Park improvements include the construction of trails, shelters, playground equipment, athletic field lighting
and other facilities that enhance general park appearance and increase park usage by providing recreational
facilities that meet community needs.
2017-2031 Capital Improvement Program P a g e 11
RESOLUTION NO. 2016-202
Capital Maintenance Building Improvements
Capital maintenance building improvements include short and long term building and facility improvements
identified in the 18 -year Capital Maintenance Building Program approved in 2007.
CIP Funding Sources
Capital expenditures by funding source for the fifteen -year period are shown in Table 1 and Figure 1. Major
funding sources are described below.
Public Utility Funds
Customers are billed for services provided by the City's water, sanitary sewer, storm sewer and street lighting
public utilities. Fees charged to customers are based on operating requirements and capital needs to ensure that
equipment and facilities are replaced to maintain basic utility services. Annually the City Council evaluates the
needs of each public utility system and establishes rates for each system to meet those needs.
Special Assessments
Properties benefiting from street and storm sewer improvements are assessed a portion of the project costs in
accordance with the City's Special Assessment Policy. Every year the City Council establishes special
assessment rates for projects occurring the following year. Rates are typically adjusted annually to maintain the
relative proportion of special assessments to other funding sources.
Street Reconstruction Fund
The Street Reconstruction Fund provides for the cost of local street improvements along roadways that are not
designated as Municipal State Aid (MSA) routes. The revenue for this fund is generated from franchise fees
charged for the use of public right-of-way by natural gas and electric utility companies. Debt was issued in
2015 to supplement this fund and is expected to again be issued in future years to maintain the current
reconstruction plan.
MSA Fund
State -shared gas taxes provide funding for street improvements and related costs for those roadways identified
as MSA streets. The City has 21 miles of roadway identified as MSA streets and is therefore eligible to receive
funding based on this designation. The annual amount available in 2017 is estimated to be $1,045,000 and
provides for maintenance and construction activities within the City's MSA street system.
Capital Projects Funds
The City Council adopted a Capital Project Funding Policy in January 2014, to provide reoccurring sources of
funding for the City's Capital Projects Funds. The Policy specifically identifies three main funding sources
including: audited year-end General Fund unassigned fund balance above 52 percent of the next year's General
Fund operating budget; audited year-end Liquor Fund unrestricted cash balance that exceeds three and a half
months of the next year's operating budget and one year of budgeted capital equipment needs; and Local
Governmental Aid (LGA) received in the amount of $650,000 or half of the amount received by the City
(whichever is greater). Other funding sources in this category include grants, park district funding, watershed
finding, federal and state funding and county funding as determined on a project by project basis. Typically
the City Council has directed these funds towards municipal facilities such as parks, trails, public buildings and
other general purpose needs.
2017-2031 Capital Improvement Program P a g e 12
RESOLUTION NO. 2016-202
TABLE 1. 2017-2031 Capital Improvement Plan - Summary by Funding Source
FIGURE 1. 2017-2031 Capital Improvement Plan — Overview of Project and Funding Sources
2017-2031 Capital Improvement Program P a g e 13
Total Funding
Need 15 -yr
Average Annual
Funding Need
Percent of
Total Need
Water Utility
$22,453,000
$1,496,867
11%
Sanitary Sewer Utility
$20,155,000
$1,343,667
10%
Storm Drainage Utility
$17,671,000
$1,178,067
9%
Street Lighting Utility
$2,272,000
$151,467
1%
Municipal State Aid
$10,655,000
$710,333
5%
Street Reconstruction Fund
$35,014,000
$2,334,267
17%
Capital Projects Fund
$72,331,000
$4,822,067
35%
Special Assessment Collections
1 $23,984,000
$1,598,933
12%
TOTAL
$204,535,0001
$13,635,668
100%
FIGURE 1. 2017-2031 Capital Improvement Plan — Overview of Project and Funding Sources
2017-2031 Capital Improvement Program P a g e 13
RESOLUTION
_ ERIKiKLYX
CS ZV
2017-2024
Reconstruction Projects
Evergreen Park Area - 2017
C" --,)Firehouse Park Area - 2018
=-51 st Ave (at Brooklyn Blvd) - 2018
Humboldt (53rd to 57th) - 2019
Interstate Area - 2019
C' -,-'Ryan Lake Industrial Park Area - 2021
50th Ave (France to Drew) - 2023
53rd Ave (Penn to 4th St) - 2023
Woodbine Area - 2024
Full Depth Pavement Replacement Projects
Knox, James and 54th Area - 2023
51 st Ave (west of France) - 2023
Lyndale Ave - 2023
Humboldt Avenue -2024
Mill and Overlay Projects
57th Ave (Humboldt to 1-94) - 2017
es 69th Avenue (Shingle Creek Pkwy to Dupont) - 2017
mEmm France Ave (North of 69th) - 2017
+• ®' • Bellvue Area - 2018
®'•' • Southeast Area - 2019
mmum Northwest Area - 2022
Completed Construction (88.2 Miles - 83.8% since 1993)
November 2016
RES
U
a)
o m
0 c
L
LL
C
U
L
.I
Oo000
00000
00000
t t (O O c
-
m
c6
N
O
C) 0 C) C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O -O
O 69 O 69 w to 0 0 0 0 0 V9 (9 to C) 69 C) 0 0 O C
0 o OOo00 O 000 O O_
O NOLO V -V' r 0a0 LO O
M L co Lo �M M oc
M M M 69 69 6R 69 69 69 V a 11
a N1
U9 V3
O v
a d
c
u- ) ac)
�o U
OOOOOO000000000000o Ov ac
O O w cD O 69(Aw w 696969 (s(A 6969 (L769M O O N 2'
O O O c O O •' C- • Y
0c) 00 o a d o
N N N r
69 !» 69
a " m
@
U �
E Eo
o L o
O O O o Cl 0 c) C) c) c) c) 0 0 0 c) c) 0 0 c) c)
O O 690 O (R 69(A 6969 (n O 69 69 69 69 60 69 69 O d L
O C O O O c C 3
O O O O (O LO r Y
O N N " m N
r (» 69 69 69 co o LL
N N
M = T
U N O
@ O
T U m
c) c) c) 0 0 c) c) c) c) c) 0 0 0 0 c) 0 0 0 0 c) U o
O O 630 O 69 69 69 69 69 69 (8O 69 (s 69(s 6969 O N o
O O c O O O Y > 8 O
O O O O ul h V > N
co N (o co
c Fs U3 64 t (O (p p Y
(y N N O a C
d O @ N
O 'C N
> d
O O C O
O O O O O O O O O O O O o 0 0 0 0 0 c) O c ca U U
OO 6scDcDw s» 69696969(sOoo69(»69 O _ c a
00 00 000 c • w d
m
0 0 Cl 0 (n ri rn L
ffl 69w H9w w U �•
'cad
N w @
M a-
@ N
Lo
U
c) c) 0 C. 0 c) 0 0 0 0 Cl 0 0 0 0 0 0 0 0 O N d F d
O c E,9O O O 69696969 EA 69 6969 V3 EA 69 63 Uf O (A > >
O O O O O O
cD Lo N d
co co V 'o N N O (n
(OM (DN
w 69 up w W L a
F- 4)
N � o
uoi
c7 O d
C O U
O O O O O O 0 0 0 O O Cl O 0 0 0 0 0 O O'- C
O 69 U364690 Efl 69 E79 69 Vl E!-)696469 E19 U969 O C p p N
O O c) w O
o (O (O O �_ V_1
Lo
69
M M U E O N
Y) 69 co (`
U
o o c o-
do)
2 • t LL
(A W N a)
O O O O O O O O O O O O O O O O O LL' ~() U
O O 6%O O w w64 69 m H9 696469(5 ua d9 O w a. 3
C C O O
O O O c) 'C O u) Y
r m to U o (O pl
V w N 617 O a c0 N to @ c
_ 69 '� C -u -,7
N U) a 'O
� O � N N L 3
a z LL LL F LL
O 'o Q 0] U
U m c m y
W
(6 N E �O
n
Cl ri o Z
�o (o)Q E co a)m ca E E 2
a' 0 O C C> O) C m N r V Q N
(fl (L6 O
c o Y L o p E U N >o O N U
m a N a C p N C O> (O > E n. In
N oY O m O O E 3 O W C N
J a) (4) m "C O n' LP m O
n a)E rnUc�_m>pmc�U32a)2
to LL naYLc(omoaum
o>= a^ c N .Q o m o > o -6 o �. 5-
CL cl
N OQ `O� >LLa O—'V ul �o = co -a
E -> a c t cn
a _ c
a) ~ N O .0 N m m .LL... w
E o•�
o
Qaci m> Nof-QL'im-oamip�ac)�
o a) (A Y Y o -� c a) �
m d O Y w
IL > O) = 2 m m m 0 Q U a)
C a of ff > c� C m m= O C . m O. m
>>> Q U> c c ma o o: a o
c c
cp (o)UQo00���°E rno aoU
a) L YwL C C N C C N—m C Q {1 O—�
> � r rn `� m rn> a) a) m a) 'L n or m o
W (O (n co LLH(oW UU[O�J()U)oci ww
0 0
0
0 0
O
3
O O
Wn �
o
O
O
m
'C
M
m
U
N
N
0)
r
c
C)
@Z
0
0
0
0
E O
N N
O
a) O` N
sad
N
Co
ro E
a)
O
Oz
Q
o
�Li
E
R O
O
V N
Q
N
m
U
a
c
CO
O
LL
d Ul
(% O
Oo000
00000
00000
t t (O O c
-
m
c6
N
O
C) 0 C) C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O -O
O 69 O 69 w to 0 0 0 0 0 V9 (9 to C) 69 C) 0 0 O C
0 o OOo00 O 000 O O_
O NOLO V -V' r 0a0 LO O
M L co Lo �M M oc
M M M 69 69 6R 69 69 69 V a 11
a N1
U9 V3
O v
a d
c
u- ) ac)
�o U
OOOOOO000000000000o Ov ac
O O w cD O 69(Aw w 696969 (s(A 6969 (L769M O O N 2'
O O O c O O •' C- • Y
0c) 00 o a d o
N N N r
69 !» 69
a " m
@
U �
E Eo
o L o
O O O o Cl 0 c) C) c) c) c) 0 0 0 c) c) 0 0 c) c)
O O 690 O (R 69(A 6969 (n O 69 69 69 69 60 69 69 O d L
O C O O O c C 3
O O O O (O LO r Y
O N N " m N
r (» 69 69 69 co o LL
N N
M = T
U N O
@ O
T U m
c) c) c) 0 0 c) c) c) c) c) 0 0 0 0 c) 0 0 0 0 c) U o
O O 630 O 69 69 69 69 69 69 (8O 69 (s 69(s 6969 O N o
O O c O O O Y > 8 O
O O O O ul h V > N
co N (o co
c Fs U3 64 t (O (p p Y
(y N N O a C
d O @ N
O 'C N
> d
O O C O
O O O O O O O O O O O O o 0 0 0 0 0 c) O c ca U U
OO 6scDcDw s» 69696969(sOoo69(»69 O _ c a
00 00 000 c • w d
m
0 0 Cl 0 (n ri rn L
ffl 69w H9w w U �•
'cad
N w @
M a-
@ N
Lo
U
c) c) 0 C. 0 c) 0 0 0 0 Cl 0 0 0 0 0 0 0 0 O N d F d
O c E,9O O O 69696969 EA 69 6969 V3 EA 69 63 Uf O (A > >
O O O O O O
cD Lo N d
co co V 'o N N O (n
(OM (DN
w 69 up w W L a
F- 4)
N � o
uoi
c7 O d
C O U
O O O O O O 0 0 0 O O Cl O 0 0 0 0 0 O O'- C
O 69 U364690 Efl 69 E79 69 Vl E!-)696469 E19 U969 O C p p N
O O c) w O
o (O (O O �_ V_1
Lo
69
M M U E O N
Y) 69 co (`
U
o o c o-
do)
2 • t LL
(A W N a)
O O O O O O O O O O O O O O O O O LL' ~() U
O O 6%O O w w64 69 m H9 696469(5 ua d9 O w a. 3
C C O O
O O O c) 'C O u) Y
r m to U o (O pl
V w N 617 O a c0 N to @ c
_ 69 '� C -u -,7
N U) a 'O
� O � N N L 3
a z LL LL F LL
O 'o Q 0] U
U m c m y
W
(6 N E �O
n
Cl ri o Z
�o (o)Q E co a)m ca E E 2
a' 0 O C C> O) C m N r V Q N
(fl (L6 O
c o Y L o p E U N >o O N U
m a N a C p N C O> (O > E n. In
N oY O m O O E 3 O W C N
J a) (4) m "C O n' LP m O
n a)E rnUc�_m>pmc�U32a)2
to LL naYLc(omoaum
o>= a^ c N .Q o m o > o -6 o �. 5-
CL cl
N OQ `O� >LLa O—'V ul �o = co -a
E -> a c t cn
a _ c
a) ~ N O .0 N m m .LL... w
E o•�
o
Qaci m> Nof-QL'im-oamip�ac)�
o a) (A Y Y o -� c a) �
m d O Y w
IL > O) = 2 m m m 0 Q U a)
C a of ff > c� C m m= O C . m O. m
>>> Q U> c c ma o o: a o
c c
cp (o)UQo00���°E rno aoU
a) L YwL C C N C C N—m C Q {1 O—�
> � r rn `� m rn> a) a) m a) 'L n or m o
W (O (n co LLH(oW UU[O�J()U)oci ww
O
0
m
a
U
0 0
0
0 0
O
O
O O
O O
o
O
O
8C
0 0
O
0
O O
0 0
0
0
0
0
0 0
0 0
0 0
0 0
0
0
0
0
p
p
OOOOO
CO
N
tnOONN
(D
o
R O
O
V N
N
(O
LO to
CO
O
_
U36sMwM
_W
6969w
co e-,a'cnw
M
EA
W
0 0
0
0 0
0
0
0 0
0 0
0
0
O
69w
069
c
V9
690
O
O 6969w
O
690
O
O
O
O
N
w)
M
co
r --
N
V
u7
69
69
C)
O
cl
cli
00000
00000000
o
ri
c) 611w
O
6969
M6969
O
c
6s W
6969
O
O
691
O
O
O
O
C)
io
M
C
59
b9
(s
E
a)
N
O O
O O
o
690
C) 0
69
O
696969w
O
o 0
0 C)
0696966
c)
c)
C.
O
joo
O
O O
O
O
O
O O
O
O
c)
to N
O w
O
69
(O
M
u1
L
N
fA
fA
(ri
(si
O
C
LL
O O
O
O O
0
0
0 0
0 0
0
0
O
12
a
oo�o�
(s9(s(awcac)69(s
o
E
o) (o
C)
u7
O
>0
NEs
Q
U)
N
cL
(f3
69
E
Q
m
O O
O
O O
O
o
c) a
0 0
c)
c)
0
cD
W(sv361
(nC)Ua
o
0v�o(s
0
o_ c
V
o_
cl
c
00 M
69
M
61�
6q
N
O
vi
69
ri
0 0
0
0 0
0
0
0 0
0 0
0
0
O
O O
690
69
O
6960w
696q
Psw
w
O
O
Z
c O
p
C
O O
N
c)
O
co
O
O
ul) d>
69
ElJ
Q
aI
C
aI
0 0
0
0 0
O
O
O
O O
O
O=
O c
O O
64
O
c O O
O
c
64
69
69 6`3
69
O
O
c)O
O
cOM
O O
O`
M5
Op
c)
_
.d. 69
6F9
69
t0
U3
N
r
0 0
OO
0 C.
O w
0
64
0
w
0 0
Mz
0 0
w6%•C
m
O
w
c)
O
C
O O
c
0
7
O O
r coc,i
c)
m
N
m
69
C
O
(O
O
N
a
64
E
d
69
a)
o
m
E
m
C45
N
cp
W
m
4)
E
cNo
.n
F
OD
O
04
L)
p
In
Z
N
oo
>
O
d
N
O
O
>
=
N
N
L
T
>
C
O
O
O
O
N
Q
o
E
Y
L
I
@
;°a)>,n`m
a)
'O
m
(
m�E
N
m
m
o()a
O
O
if
o._v_G
N
`O o
"a
C �.
m
N
E Q
C_
O
a
E>
`o
0 0
o m
c)
a)
m o
uvm
9
-oUaEio
wm
6-
C
d
-6
>
N �'N
c
0 0
a)
N R
N
a
a)
C
m
Q=
`O
j
Q��•���
n6N
p
m
C
E"
a)a
�pz
oa
o
m m
3
a) m
C
a) z
Q)
C
m
0
N Q
N
U Q�
7
o>>
Q
o
co
m
m
23
>
0
01
N
y
0 N
a) (5
E
.n
iimm(nm
n�II
�¢�Q
W
i�inU
O
0
m
a
U
N
3
U)
Z`
m �
'C
M U)
N N
O
r c
O N
(EO N
6 O
N
N O` U)
� a
C 9
m E
Ea)
>>o Q c
O Z
n LL
E
m
Q
(4 o
U �
ILL
N
U) C
U
N
of
0 o M r ccJ � 01 00 V' r
V' Cl CO N N �- I- N M M
(O N CO M U3;; N CO V•
N N U) UT 06 UJ 03 c0
U3 U3 00
69
ti U
0 0 0 0 0 0 0 0 0 O
640 0 0 O U)64 U5, C, O
O O O O O O
O 1-- r Lo V' M
a) 00 N N M c0
X) NM U>
U) U9, U3 U>
10
U9 U3 U3 U3 U3 w( CD
Cl ID
04
ca
U)
ORRalalaialaialon O
O U) U4 U3 U3 U3 U) U3 O
A -M....... r
v
U3
61 6%W �
O O a_
60 ca
O c Y
w03.
O C
N 0 C
U
m C
N w
(D
U
ID O Q
U3 0 a o
0 a 04
N
a
� j G
� = m
� Y
Nr
l0 co
N �
O O c
(» o
o
M N
m
w o E
U 'N
c �
Q
v c
c
O O
Ua o = w
O
O N dl
N Q N
N N
M U
6, C j
Q >_
LL C�
m (n
O w
a0
N Z
m
D"-1
L N E a N
C N d N N E
cn C a' (D U C 2
>`L E C O Q, OO
C
@ d U CD N� d
CY m(n� v
a)
> V Q N C f'- C
O w U Q O N a
-C a) Q � O N p0
m r rn'9 E c�
C 6w N O N
afcw -aLL E
C) -0 cU ca) o c
Zr, N m 3 a� O U) 2
> w o > Z a) C_
N¢m m C C m
m aa_. m c 3 a)
L .n C d Y E Q
` O co
O p
in2Udmcn�r-U
IR
aU
00
0
0
0 0
p
0
0 0
0
0 0
p
0C
0
0
0 0
p
O
O V
00
<t 't
O
O O
v
00 V'
M
M
M
N
co
1�
0
0 00
0 0
O
60
EAO
O
O
C
wC,
O
O
O
00V
c0
O
V'
co
�
O
Lo
Ui
U,
64
U>
0
0 0
0
0 0
O
O
O
O 636%64w
O
O
O
O
O
O
O
N
N
N
64
N
0
0 0
0
0 0
O
OO
ca
U>Ow
O
O
O
O
O
O
O
d
N
O
00
00
N
Ua
U)
co
U3
Uj
0
0 01c,
0 0
O
oO
w
w
W w
O
00
0
00
0
rn
U7
C.
O
N
000000
O
OOw
O
0
w
60 w
O
O
O
O
O
co
Cl
O
OOoOoO
O
O
C) of
6s
6F 0
O
00
C
C
C
O
C.
vV
(o
(o
oc
U4
s4
000000
0
owwwWU7
o
0
C
0
0
cfj
cco
w
U3
000000
O
O
O 691
U!
w U3
O
O
C
O
C.
O
N
cO0
co
�
R
m
r
3
U)
UN
O
N
O
N
C w
O 3
O
N
U O
E
N
` N
C
m
C
N
E
O
cL)
E
(�
a_
o>
O
O—
d' i6
m
C.
0 0
C
N
Q
(D >j
N
C
U
C
C
7
m
d
ms
N
> ,C
cr
U
Q
Qm
w
e
c
Y
L 0)
O C
m
3
Z N
d
_
U
O`
N C
3
m�—
>+
03cu
m
OC
U-
r-
C
0
mmCD
to
I)l
�-jd
IR
aU
m
U
3
0
0 0
0 0
0 0
0
O
Q)
O N
O O
0 0
613
Ul U)
69 U?
O U,
O
Co
O
O
O
O
Co
0 c
O
N
O
NNrO
U3
Co
Cor
3
Cq
m
. LL
W)
O
O
UT
—
i»
0_0_000
Cull,
�
6j to
Q
co
U> N
w
0
d )
O
Ua
O
Co
m
U3 64
co co
6% U)
0
U)
0
C
O
U
0 0
O
0
O
O
M
Co
N
C)
0
O
O
o 0
0 0
0 0
o
O
m'V�o�
J
O
0 0
69,
ooulww
0 0
N
o
N
N
0 0
0
0 0
O
=11
awwE»U36=1
N
r
U3
U) C'4
0 0
0 0
04N
0
O
C)O
CO0
m
U)
O
00
O O
60
U)
Ul
O
O
v O
69
0
0 0
0 0 0 0 0 0 �,:,
�c, O
O 0000 63 U36% O
Ci O C C C C O
a) O O O O O
64 U3 'r U3 (MO
69 U) 69
N
C
3
0
00
O
O O
O O
O o
o
O
O O
0 0
O O
0 0
Q
O
Q O
O
(»691
U)
O
N
O
NNrO
U3
O
O O
O O
c
(
W)
O
O
UT
—
Q
0_0_000
Cull,
�
6j to
N
LO U)
co
U> N
w
0
d )
O
Ua
O
Co
zsr
U3 64
co co
6% U)
0
U)
0
C
O
0 0
O
0
O
O
M
Co
N
C)
0
O
0)
O
O
�
O
66
O
0 0
0 0
N
0 0
N
0)
N
N
0 0
0
0 0
O
=11
awwE»U36=1
r
a
COc
0 0
0 0
0 0
0
O
C)O
CO0
m
Cl
O
00
O O
00
O O
U)0
O
Ul
O
O
v O
69
0
0 0
0 0
O
0 0
O
Q _
=
U) U)
O
w w
M 6q
N
O
00
m N
W, U>
O
UT
O
w
69
03
04 0
O
O
69
N W
UJ 60
Cl
CO
a) O` N
u)
M
U3
U3
OOOOOo
0 0
0 0
0
0
0
O(nU)Oww
w
U)U3
U3
o
U)w
O
U3
o
O
E
0
0
0 0
0 0
0 0
0
O
E a)U)(»(»oo(»(»U>
r-
69
69 69
o
>
Q a
0 0
0
0 0
Oc
0
0
o
O Z
Co 0
Co
O
O
M
wO
60
Cl
O
O
LL
O O
CO
V
U3
6N9 u=
U3
E
ea
6M4
N
U3
U3
(n
U3
Cli
OOo000
U3 66
w
Ul 6%
6060
6s
O 69
(4
U3 6s
O
O O
O
69
w w
O
n
O O
O
O O
to
Cu
U
c
LO
0
0 0
0 0
0 0
0
O
co?
Ll
U3
C.
2
0 0690
0 0
O
W 6969
owwwU)U)
O
O
N
y
o
O
O
O O
O CO
O
N
0
0 0
O
O
O
63 U3
�
U)
O
M
U3
V
U
M
O
O
a)
of
0 0
0 0
0
N
0
O
N
C
0
0
00
0 0
00
0 0
0(A
0 0
U)
O
E
00
O
0
O O
0 0
O O
0 0
Q
()
0
(0
r (O
M (O
Q
N
O
NNrO
U3
U3 M
Ui 69
O
(
W)
O
N U3
U3
UT
U, w
Q
V
Q
�
6j to
N
LO U)
co
U> N
w
r•
Co
7
0
0 0
0
0 0
O
0
00
Co
0
0 0
Q
0
0 0
0
0 0
Q
0
c c 0
O
NNrO
(0 O
N
Co O
V V'
O
W)
O
N U3
U3
UT
U, w
Q
�
6j to
N
LO U)
co
U> N
w
r•
O
Ua
O
Co
o
co co
6% U)
0
0 0
0
0 0
O
0 0
O
0
O
O
U> 69
C)
0
O
0)
O
O
�
O
66
O
0 0
0 0
N
0 0
N
0)
0
0 0
0
0 0
O
=11
awwE»U36=1
a
COc
O
69 69
69
U3 69
O
N
Cl
N co
Cl
N
U)
69
0
0 0
0
0 0
O
O
U) U)
U3
69 U>
O
000
C Ci
O
U) U3
69
W, U>
O
O
O
O
O
69
N W
UJ 60
Cl
CO
V
M
M
U3
U3
OOOOOo
0 0
0 0
0
0
0
O(nU)Oww
w
U)U3
U3
o
U)w
O
U3
o
O
O O
0
0
r-
o
r-
69
69 69
U)
64
0 0
0
0 0
U)
0
Cl 0
Co
Co 0
Co
O
O
U) 69
wO
60
Cl
O
O
O
O O
CO
M
U3
6N9 u=
U3
O
ea
6M4
N
U3
U3
M
69
OOo000
U3 66
w
Ul 6%
O
6s
O 69
69
U3 6s
O
O O
O
69
w w
O
O O
O
O O
to
0 0
0
LO
0
M
O OOOO
V
co?
000000
U3
O
0
c O
owwwU)U)
o
O
c) 0
0
0 0
O
O O
63 U3
6%
U> Vi
O
M
V
M
O
O
N
0 0
0 0
0
N
0
O
O Ua
O
69 O
O
U3 66
U)
0
0 0
0
0 C.
O
O
O
O 63
w
U3 U=,
O
O
O
O
O
O
O
C)
r
r
(O
U)
(O
N
O 660
U36969(»66
N
U3
fA
C c
ci
69
O
m
a
U
O
t N
m
E
N
a
N .N-.
>
m
a
U3
S
N
Y
O
{p
0 0
c, 0)"
`O
Co 0
L,
O
N
O
Ca
61).
ci
O
N
UJ(flw
O—
d
Y
114, O
E
O
NO
d
C
@
MN
N
�
Y
U
O
m
O
m 2
r
ION
oEtmoQ°)rn
O V
a).N.
=Ld
O m
N
a)
c
me
c
oma)
E
LL
O 3
CL—m
E
no
O
m
a3
m m.c
w(A
�
N
a)
00
c c
Co
W
� c
O m
m o
Np
d
m X
Z�=
coco
m
c
(6
J
a
Cn E
U m'
2)
:2
U
j;a
U_ZmE°
c
O
N
O
N
O(n2
�U(nU
C
O
O
N
m Co
E
a m
N C
a) O
E
12
T>
>
Co
7
0 0
0 0
0
0 (
O
0
00
0 0
0
0 0
p
0 0
Ct 0
ct
ct 0
Q
0
c c 0
o0(OCod)NO
C 0
C 0 c 0
C 0
N
I--
(O
O M
N
't
M N
Q
�
6j to
N
LO U)
co
U> N
w
r•
O
Ua
O
Co
o
co co
6% U)
co 66
6%
N
6%
�-
Ui 69
N0)
64
69,
0 0
0 0
0
0 0
O
U> 69
0 0
c O
0
O
69 0
O
O
O
(O (0
O
O
O
0 0
0 0
N
0 0
N
0)
w0
Ua U3
(»
Ua
66
=11
OOOo0o0
O
COc
O O
O O
69 69
69
U3 69
O
O
O O
Cl
N co
Cl
O
O r
N U)
co
co
U3
OOoo000000
U3
C. C.
0 0
0
0 C.
O
000
C Ci
O U3
U) U3
69
W, U>
O
O
O
O
O
69
N W
UJ 60
O
r
V
M
r
69
UI
O000000
0 0
0 0
0
0
0
O w69
w
U)U3
U3
O
U)w
O
U3
O
O
O O
0
0
r
°r)
OM w
69 69
U)
0 0
0 0
0
0 0
O
O O
O
O
O O
N
N
O O
O O
M
M
U3
6N9 u=
U3
O
ea
6M4
OOOO000
c)
w 613
U3 66
w
Ul 6%
64
0 0
0 0
0
0 0
0
O O
to w
69
w w
O
O O
O
O O
0 0
0 0
0
O
0
M
O OOOO
V
co?
M
U3
O
co
c O
O
c
0 c)
c) 0
0
0 0
O
O O
63 U3
6%
U> Vi
O
O O
V
O
O O
O
O o
0 0
0 0
0
0 0
0
O
O Ua
O
69 O
O
U3 66
U)
co
W
O
o
cl)
O
U3
69
Lo
N
O
U3
m
Cl)
O
a
O
O O
O 660
U36969(»66
O
fA
C c
ci
f0
O
N
N
t N
N o
E
N
N .N-.
>
U3
S
E'aoom
0 0
0 0
c, 0)"
0
Co 0
Orn
O
O
O
61).
ci
m O
UJ(flw
O—
d
O
114, O
d
O
NO
LL. m
•O
0
°�$ O)
C
MN
N
Q
N
=
o9
LL
N
C) 'o
r
O V
N
O m
13)=(u
1mm
>
' a)
O LL
V aI
O
U
a3
m m.c
w(A
c m
O
Y>
a
m X
coco
m
c
(6
mcm�a)
eq
_
U
j;a
O m
o�mom
c
O
N
O
N
O(n2
�U(nU
C
O
Co
7
0 0
0
0 0
0
0 0
0
Q
O O
0
0
Q
0 0
0
c c 0
0 0
C
C 0
C 0 c 0
C 0
O
IT
0000CO
0)O
N
v v
c0 N
M (O
O
N M
O
Co
M c0
U3
co co
6% U)
co 66
6%
N
6%
�-
Ui 69
N0)
64
nl
66
d'
C. 0
0 0
0 0
0
0 0
0
O
w0
U)W
w000OO
O
O
c c
=11
O
c
O
COc
mcS
W
u O
Cl
N co
Cl
OOoo000000
0
0 0
C C
000
C Ci
w
c
w
w 69w
O
c
NO
O
69
N W
UJ 60
M
(fl
V
M
U>
W
0 0
0 0
0 0
0
0 0
0
O
O O
O O
O 69
U)w
w
U3
O
O O
O O
O
O
OM w
69 69
U)
M
W
69
OOOOOo00o0
O
O O
O O
O U3
U3
U3 69
U3
O
00000
O
0000
0 0
0 0
0 0
0
0 0
0
O
O OOOO
U3
co?
U369
U3
O
O O
c O
O
c
M a
U>
O M
fA
coo
6qW
V
�
O o
0 0
0 0
0
0 0
0
O
O Ua
O
69 O
O
U3 66
U)
W 69
W
O
o
,It
O
{
Lo
N
O
U3
Cl)
OOOOOOOOOo
O
O O
O 660
U36969(»66
O
C c
ci
c
O
M
t N
N
N
to
U3
0 0
0 0
0 0
0
Co 0
0
O
O OOOO
0 ci
0 ci
61).
ci
(A
UJ(flw
O
c
114, O
O O
O
V
MN
�2
CO
r
O V
N
W
a3
O
N
eq
N
I-
N
O
N
Y
c
>,
N
C
O
O
N
E
N C
a) O
E
12
T>
>
0 >+
> m
m
0)
-O
o�c204))ca
o
).n>m�6
a()oEflCL
c
EO=_
>
c m
U—
m
'
N
a
0
c
N
m�m�a,om�'=
-
_
y
p K'O
—
C
W U
U
N m•
0]
ro m
N
a)
7
N
U
-O N
Q o
C LL
a)
L)
w 7>
—
m
C
m
(A
O �QB
P
�-m-j
a)
N
d
d a)
c
� vChL)
m col
(D
:(
J0m
C
C cc
2m
0cm00m>
cc)
O dm�mmQ
Q
�Qm
m
m
L L
L$
o
L
O L
>
O_
m
.:;E(q(o�co(n(oW
to
Co
7
Ow O O O _
co
O
C O
@ O O
U E O
a N V3
U) N
QN
m
a
3
U)
a0
N
N
O Ofl
C E E
OC O O O 6
9 R E Cm 0
E= > L m L a-
:'
_ O 0 a) a
C). -j R Of C
>, a) E 5 L-3
C m
ro a) a) tm
.0 C a) R CO r C
C R LLO C
C] O O a N
m C C Z C
a) -O OL (6 R
M (O R R 5
W R
rco d=1 fnU
3
0 0
0
OC)ID(
0
0
o
0
0 0
0
C!
0
000(»0(»(»
0 0
o
I— N
O
O
6)
U
Oj
M
o 0
OO
0
O
CO
Cl)
O
M
N O
(0
M
6g
V)
M
coN_
W
r
0
O)
64
69
V)
V) 69
64
69
0
N
0
C
O
64
0
0 C.
0
0
M
U
69
6q C.
O
w
wC)
C
O
C
Cl
N
O
N
69
69
N
N
0 0
N
N
O
69
V) Vi
64
O
6%
0 0
0 0
0
0 0
O
O
C
(/3
6% 69
OOO
O O
w64O(fl
O
64
C
O
O
Nco
Q
0
0
C) OV
O
M
Cl)
E O
64
V3
Cl
C
V3 ffl
69
64
R N
O
0000(»(»
0000
r
O
M W
M
V
69
V<f
0
N O` N
0
0
0
O
c VJ
oU!)WoV)64
N
0
O
N
(A
00
0
m
0 0
O
60
�
C
a) E
O o
0
0
0000000
O
O
O
O
E o
C
(A
O
C
O0
ClWW
Ur 69
O
a) >C)
a
00
0 0
0
V)
000000
O
0
o Z
69
O
oo_0
69 to
69
64 69
0
�
O M
V
OV3
O
69
0)E
E
V)
O
O
e3 69
69
u)
m
t --
0
Oro
0
Q
Vi
O
W
O
000000
Cl
R
U
cc
69
Cl
0000000
O
00
Cl 69
(sa
O
va
LL
O
Ci
ci
00
N
O
N
M
M
r
�
CILr
69
O
69
M
O O
O
O
O
U
O
O
Vi V3
69
69
69
O
O
69
O
C O
@ O O
U E O
a N V3
U) N
QN
m
a
3
U)
a0
N
N
O Ofl
C E E
OC O O O 6
9 R E Cm 0
E= > L m L a-
:'
_ O 0 a) a
C). -j R Of C
>, a) E 5 L-3
C m
ro a) a) tm
.0 C a) R CO r C
C R LLO C
C] O O a N
m C C Z C
a) -O OL (6 R
M (O R R 5
W R
rco d=1 fnU
O
CD
IL
N
a)
Q
co
L
T
0
0 0
0
0
0
0
0
000000
0
0 0
0
C!
0
p
O
0 0
O
I— N
6)
C)
Oj
M
r
r [T
CO
Cl)
O
M
N O
(0
M
6g
V)
r
64
64
N
V3
r
64
69
V)
�
0
0 0
0
0 0
O
64
0
0 C.
0
0
0
O
69
6q C.
O
w
wC)
C
O
C
Cl
N
O
N
69
69
0
0 0
N
N
O
69
V) Vi
64
64
6%
0
0 0
0
0
0
O
O
O
(/3
6% 69
60
M
64
V3
0
0 0
0
0
0
O
O
O
60 69
V3
64
V3
Cl
C
O
000000
O
0000(»(»
0000
r
69
M W
M
V
69
V<f
0
0 0
0
0
0
O
c VJ
oU!)WoV)64
N
0
O
N
(A
00
0
t!)
0 0
O
60
�
C
O
O o
0
0
0
O
O
O
6969690
C
(A
O
C
00
69
V)
000000
00
69
O
69
69 to
69
64 69
000000
000000
O
O
OV3
O
69
69
69
V)
O
O
CD
CD
t --
0
Oro
0
U4
Vi
O
W
O
000000
Cl
O
O
69
Cl
Vi 69
O
00
Cl 69
(sa
69
va
Cl
C
O
00
O
00
M
Cl
r
r
�
L
69
69
O
O O
O
O
O
O
O
Vi V3
69
o
69
O
O
p
LO
9
LO
(n
(fl
R
�
�
O
(fl
O
L
M
O
Z
L M
N
O
Y
a) N
N
O
E
F-
�
o m
R
Ea3
�
a�
�
Y
c
O
n.
M
O
Q
a)
R
U
O
O
E
Ui
L
a)O
d C
-o
O C
M
(O
O
O
3 E
E
N
C)
0
O
N
a)
c
0
c\lC)
0
CC
o co
r
M
N
R
�E
OC)
a)ma
E
d C
r
O
O
m
a) (D
N
>
U
N
O
O
O
o
R�
O
C:
'6
R LL
•C N
B
U)
E m
N
(6
R!!�-a=�2
n
R
N
E
C
a)
R
L
Ci
C
'O
E Ucj�O•S
O
a)
U
Q
U)
O
CO
maw
N
a)
C
d LL
c
R
a)_=
uido
00Z
N
ami
c
�j
N
C
R
C
o
M
C
C N
R
E
y6
'a
C
Q
R
N (L)
R
(D
O UC)
�
0
O
CD
IL
N
a)
Q
co
L
T
OoOOOo
0
0
0 0
0
0 0
p
0
0 0
0
0 0
O
M 00
M
O O
(fl
V a0
M
N O
69
v4
bi U-
69
V)
00
cool
0
0 0
0
0 0
O
64
W 64
6%
V> O
O
0
0
Cl
N
69
69
0
0 0
0
0 0
O
69
V) Vi
64
Vf 64
w
0
0 0
0
0 0
O
O
O
Ge (/)
69
w 6%
O
C
00
00
V3
(A
000000
O
0000(»(»
0000
O
O
O
M W
M
V
V<f
O
M
O
c VJ
V)
N
V3
(A
00
0
0
0 0
O
O
C
C
OO
O
co
co
69
co
O
69
000000
O
69
69 to
Vi
64 69
Vi
000000
O
0
C
69 V3
w
w 69
O
o
CD
CD
t --
Oro
64
Vi
O
O
O
O O
Cl
O
O
69
w
Vi 69
Cl
O
O
O
00
O
00
L
O
t�
m
o
p
(n
(fl
�
O
O
L
M
O
Z
L M
N
Y
a) N
N
C
`
E
F-
o
o m
Ea3
q,
a�
o
O>'a-.'n
n.
M
O
Q
a)
R
o2$ 0
N
E
N C
L
a)O
d C
-o
O
N
0 c:
O
Lo m
Q
c
a2S
y
L
C J
r
co)
C C
R
OC)
d C
a) (D
C
C)
z
U) 2
o
R�
C:
'6
R LL
•C N
B
U)
E m
(6
R!!�-a=�2
n
R
CD
0 J
J
(n U
O
CD
IL
N
a)
Q
co
L
T
RESOLUTION NO. 2016-202
PROJECT DESCRIPTIONS
2017-2031 Capital Improvement Program
City of Brooklyn Center
'fable of Contents
Streetand Utility Improvements....................................................................................................................14
Evergreen Park Area Improvements and Safe Routes to School - 2017 ...................................................14
57th Avenue Pavement Rehabilitation (Humboldt Avenue to Interstate 94) - 2017 ..................................15
69th Avenue Mill and Overlay (Shingle Creek Parkway to Dupont Avenue) - 2017 ...............................16
France Avenue Mill and Overlay (North of 69th Avenue) - 2017..............................................................17
Firehouse Park Area Improvements - 2018...............................................................................................18
Bellvue Area Mill and Overlay - 2018......................................................................................................19
51ST Avenue Improvements (at Brooklyn Boulevard) - 2018.....................................................................20
Interstate Area Improvements - 2019........................................................................................................21
Southeast Area Mill and Overlay - 2019...................................................................................................22
Humboldt Avenue (County Road 57) Reconstruction (53rd to 57th Avenues) - 2019 ................................23
Grandview Park Area Improvements - 2020.............................................................................................24
Logan, Lilac and 59th Avenues Reconstruction - 2020..............................................................................25
Ryan Lake Industrial Park Area Improvements - 2021.............................................................................26
Northwest Area Mill and Overlay - 2022..................................................................................................27
Knox, James and 54th Avenues Area Improvements - 2023......................................................................28
51St Avenue Improvements (West of France Avenue) - 2023...................................................................29
50th Avenue Improvements (France Avenue to Drew Avenue) - 2023 .....................................................30
53rd Avenue Improvements (Penn Avenue to 4th Street) - 2023................................................................31
Lyndale Avenue Improvements - 2023.....................................................................................................32
Woodbine Area Improvements - 2024.......................................................................................................33
Humboldt Avenue Improvements - 2024..................................................................................................34
Orchard Lane East Improvements - 2025..................................................................................................35
Orchard Lane West Area Improvements - 2026........................................................................................36
53rd Avenue and Xerxes Avenue Improvements - 2026............................................................................37
Meadowlark Gardens Area Improvements - 2027.....................................................................................38
St. Alphonsus Area Mill and Overlay - 2027............................................................................................39
67th Avenue and James Avenue Mill and Overlay - 2027.........................................................................40
John Martin Drive Mill and Overlay - 2027..............................................................................................41
68th Avenue and Lee Avenue Mill and Overlay - 2027.............................................................................42
73rd Avenue Mill and Overlay (Humboldt Avenue to Camden Avenue) - 2028 .......................................43
Project Summaries P age 110
2017-2031 Capital Improvement Program
RESOLUTION NO. 2016-202
66th Avenue and Camden Avenue Mill and Overlay - 2028......................................................................44
Earle Brown Drive Area Improvements - 2028.........................................................................................45
Garden City Central Area Improvements - 2029.......................................................................................46
Garden City North Area Improvements - 2030.........................................................................................47
Garden City South Area Improvements - 2031.........................................................................................48
Water Main and Sanitary Sewer Improvements............................................................................................49
Lift Station No. 1 Rehabilitation and Wetwell Improvement - 2017 .....................................................49
Well Motor Speed Controls Variable Frequency Drive (VFD) Upgrade Wells 4 and 10 - 2017 ..........49
Water Tower No. 2 Painting - 2018.......................................................................................................49
Lift Station No. 2 Rehabilitation - 2018.................................................................................................49
Lift Station No. 9 Force Main Replacement - 2019...............................................................................49
WaterTower No. 1 Painting - 2020.......................................................................................................49
Lift Station Nos. 8 and 9 Rehabilitation - 2025.....................................................................................50
Lift Station Nos. 3 and 4 Rehabilitation - 2028.....................................................................................50
Lift Station Nos. 5 and 6 Rehabilitation - 2029.....................................................................................
50
Sanitary Sewer Lining (Mississippi River Trunk North of Interstate 694 to 70th Avenue/Willow Lane)
-2030 ......................................................................................................................................................50
Lift Station No. 2 Force Main Lining (Under Interstate 94) - 2030 .......................................................50
Lift Station Nos. 7 and 10 Rehabilitation - 2030...................................................................................50
Lift Station No. 1 Generator Replacement - 2031..................................................................................50
Street Light and Traffic Signal Improvements..............................................................................................51
Traffic Signal System Rehabilitation (69th Avenue and France Avenue) - 2017 ...................................51
Earle Brown/Opportunity Area Street Light Replacement (Ornamental at Nodes) - 2018 ....................
51
Traffic Signal System Rehabilitation (Shingle Creek Parkway/Summit Avenue) - 2021 .....................
51
Traffic Signal System Rehabilitation (Shingle Creels Parkway/John Martin Drive) - 2021 ..................
51
Traffic Signal System Rehabilitation (Shingle Creek Parkway/Brookdale Square) - 2025 ...................51
CapitalMaintenance Building Plan...............................................................................................................52
Yearly Capital Maintenance Building Plan Projects..............................................................................52
Storm Water Improvements...........................................................................................................................
52
Storm Water Management Basins..........................................................................................................52
Storm Water Pond 26-005 - 2017...........................................................................................................52
Storm Water Pond 63-006 - 2017...........................................................................................................52
Storm Water Pond 41-001 - 2018...........................................................................................................52
StormWater Pond 43-001 - 2018........................................................................................................... 52
Storm Water Pond 60-002 - 2018...........................................................................................................53
Storm Water Pond 60-004 - 2018...........................................................................................................53
Project Summaries Page (11
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Storm Water Pond 62-001 - 2018...........................................................................................................53
Storm Water Pond 64-002 - 2018...........................................................................................................53
Storm Water Pond 12-001- 2019............................................................................................................53
Storm Water Pond 12-006 - 2019...........................................................................................................53
Storm Water Pond 26-006 - 2019...........................................................................................................53
StormWater Pond 35-004 - 2019...........................................................................................................53
Storm Water Pond 61-001 - 2019...........................................................................................................
53
Storm Water Pond 48-001 - 2021...........................................................................................................
54
Storm Water Pond 26-004 - 2022...........................................................................................................54
Storm Water Pond 35-003 - 2022...........................................................................................................54
Storm Water Pond 57-003 - 2022...........................................................................................................54
StormWater Pond 40-001 - 2023...........................................................................................................
54
Storm Water Pond 17-001 - 2025...........................................................................................................54
Storm Water Pond 41-002 - 2026...........................................................................................................54
Storm Water Pond 53-001 - 2026...........................................................................................................54
Storm Water Pond 11-001 - 2028...........................................................................................................54
Storm Water Pond 59-003 - 2029...........................................................................................................55
Storm Water Pond 60-003 - 2029...........................................................................................................55
Storm Water Pond 63-001 - 2029...........................................................................................................55
Storm Water Pond 63-002 - 2029...........................................................................................................55
Storm Water Pond 64-001 - 2029...........................................................................................................55
Storm Water Pond 57-004 - 2030...........................................................................................................
55
StormWater Pond 57-005 - 2030...........................................................................................................55
StormWater Pond 70-002 - 2031...........................................................................................................55
Shingle Creek Reaeration Project - 2017...............................................................................................
55
Opportunity Area Outlet Backflow Preventer Improvements - 2017 ....................................................56
Connections at Shingle Creels Phase 2 - 2019........................................................................................56
70th Avenue Storm Sewer Trunk Line Rehabilitation - 2019................................................................56
61 st Avenue and Perry Avenue Storm Sewer Improvement - 2021 ......................................................
56
65th Avenue Trunk Storm Sewer Rehabilitation - 2021........................................................................56
Park and Trail Improvements.........................................................................................................................56
57th Avenue Regional Trail Project (Logan Avenue to Interstate 94) - 2017 ........................................56
69th Avenue Trail Reconstruction (Shingle Creek Parkway to Dupont Avenue) - 2017 ....................... 56
Evergreen Park Trail and Parking Lot Improvements - 2017................................................................56
Basketball Court Resurfacing (Kylawn, Centennial West and Northport Parks) - 2017 .......................56
Project Summaries Page 112
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
West River Road Trail Improvements - 2018........................................................................................
57
Bridge Rehabilitation (4 Bridges) - 2018...............................................................................................57
Centennial Park East Trail Replacement - 2017....................................................................................57
Arboretum Trail Replacement - 2018....................................................................................................57
Brooklyn Boulevard City Entrance Signs Rehabilitation - 2019...........................................................
57
Freeway Park Trail Replacement - 2021................................................................................................57
Park Playground Equipment Replacement - 2019 through 2021...........................................................57
Palmer Lake Trail Reconstruction - 2022..............................................................................................57
Northport Park Trail Replacement - 2023..............................................................................................57
Miscellaneous Tennis Court Resurfacing - 2024...................................................................................57
ParkName Sign Replacement - 2025.....................................................................................................
57
Hockey Rink Rehabilitation/Replacements - 2026................................................................................57
Irrigation Systems Rehabilitation/Replacements - 2026........................................................................58
Centennial Park Softball Field Improvements - 2026............................................................................58
Softball/Baseball Fence Replacement - 2027.........................................................................................58
69th Avenue Trail Reconstruction - 2027...............................................................................................58
Evergreen Park Scoreboard Improvements - 2027.................................................................................58
69th Avenue Landscape Rehabilitation - 2027.......................................................................................58
Park Trail and Parking Lot Lighting Improvements - 2028...................................................................58
Centennial Ball Field Scoreboard Replacement - 2029.........................................................................58
ParkBleacher Replacement - 2031........................................................................................................58
Miscellaneous Projects and Improvements....................................................................................................59
Brooklyn Boulevard Corridor Project (49th Avenue to Bass Lake Road) - 2018 ...................................59
Azelia Avenue Retaining Wall Replacement - 2018..............................................................................59
Lilac Drive Trail Retaining Wall Replacement (South of County Road 57) - 2020 ..............................59
Brooklyn Boulevard Corridor Projects 8, 9 and 10 (Bass Lake Road to Interstate 94) - 2021 ..............59
Trunk Highway (TH) 252/66th Avenue Interchange and 70th Avenue Pedestrian Overpass - 2021 ......59
Retaining Wall Replacements (Miscellaneous Locations) - 2029....:....................................................59
Project Summaries Page 113
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
• I Ivipi 1 1 •
Evergreen Park Area Improvements and Safe Routes to School - 2017
The Evergreen Park project area extends from Humboldt Avenue to
Trunk Highway (TH) 252 and from 69"' Avenue to 73rd Avenue.
Dupont Avenue is not included in the project area. The total project
length is 16,996 -feet. The neighborhood consists of approximately 214
residential properties (R1 to R5).
Streets x
70t" Avenue is designated as a MSA Route. Most of the streets in the k,KH
project area were originally constructed between 1963 and 1966.
Existing streets are generally 30 -feet wide with no curb and gutter. 701'' l
Avenue from Dupont Avenue to TH 252 has concrete curb and gutter
and ranges in size from 30 to 65 -feet wide. 70"' Avenue was constructed in 1982. The street pavement is
deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor.
Proposed street improvements consist of full street reconstruction and installation of new sidewalks and trails at
specific areas along 70th, 72nd and Camden Avenues.
Water main
The Evergreen Park project area contains a complex water main system. This area contains five municipal wells,
one water tower and the water treatment plant. The existing water main ranges in size from 6 -inch diameter cast
iron pipe (CIP) to 30 -inch steel pipe. The main line water main in the residential areas generally consists of 6 -
inch CIP installed between 1961 and 1965. A majority of the existing water main is believed to have a cement
based internal liner. There is a history of water main breaks along 72nd Avenue, Woodbine Lane and Camden
Avenue. Water records indicate 23 main breaks have occurred within the neighborhood and 10 properties have
experienced frozen water service in past winters. The current project estimate assumes replacement of the older
6 -inch to 10 -inch cast iron water main.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1961 and
15 -inch reinforced concrete pipe (RCP) installed in 1960. The south portion of the project area contains 8 -inch
diameter VCP installed in 1958 and 1960. Approximately 45 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 condition of the sanitary sewer system within the neighborhood is rated as
fair. The current cost estimate includes complete replacement of the sanitary sewer.
Storm Sewer
A majority of the storm water runoff from the project area is conveyed to the Mississippi River. Emerson
Avenue, Bryant Avenue and Camden Avenue have storm drainage systems that flow to 70th Avenue and then to
the Mississippi River. The trunk line on 70"' Avenue consists of pipe ranging in size from 42 -inch to 66 -inch
reinforced concrete pipe installed in 1960. The current project cost estimate assumes complete reconstruction of
the existing storm system in the project area. The condition of the trunk storm sewer pipe along 70t" Avenue will
be evaluated to determine the remaining service life. The project estimate includes complete storm sewer
replacement and construction of a storm water treatment facility to treat regional storm water runoff prior to
discharging to the Mississippi River.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current
cost estimate includes replacing the 17 wood poles with 17 fiberglass poles with a cut-off type LED light fixture
and underground power.
Project Summaries Page 114
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
57th Avenue Pavement Rehabilitation (Humboldt Avenue to Interstate 94) - 2017
The 57th Avenue project area
includes 57th Avenue from
Humboldt Avenue to
Interstate 94. The project area
contains a total of 2,894 linear
feet of local streets. The
neighborhood consists of 42
residential properties.
Streets. } 4a,
� _Fo
57th Avenue is designated as a — }—� MSA Route. This project area
was reconstructed in 1996. The road is 38 -feet wide with concrete curb and gutter. The roadway surface has
prematurely failed and excessive potholes have occurred in connection with the issues with the roadway
chip sealcoat application. Approximately 50 percent of the roadway has been milled and overlaid and/or
pavement will be replaced with the adjacent regional trail project. The current cost estimate assumes street
improvements that consist of minor concrete repairs and a 2 -inch mill and overlay for the remaining
portions of the roadway (approximately 50 percent) with a new chip seal coat over the entire surface.
Water main
The existing water main in the project area consists of 6 -inch diameter ductile iron pipe (DIP) installed in
1996. The current project cost estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter and 10 -inch diameter poly -vinyl chloride
(PVC) installed in 1998 and 1999. The current project cost estimate includes casting replacement only.
Storm Sewer
The existing storm sewer in the project area consists of a trunk storm line that flows east to the Mississippi
River. It contains 21 -inch to 36 -inch diameter RCP installed in 1996. The current project cost estimate
includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type
LED light fixture and underground power.
Project Summaries P a g e 115
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
69th Avenue Mill and Overlay (Shingle Creek Parkway to Dupont Avenue) - 2017
The 691h Avenue mill and overlay project area extends from Shingle Creek Parkway to Dupont Avenue.
The project area contains a total of 6,902 linear feet of local streets. The neighborhood consists of
approximately 30 residential properties (R1), one R3 property, five R5 properties, six industrial (I1) and
five commercial (C2) properties.
Streets
This segment of roadway is designated as a MSA Route. This section of 691h Avenue was reconstructed in
1996. The existing street ranges from 30 to 50 -feet wide with concrete curb and gutter. The current cost
estimate assumes street improvements that consist of complete bituminous trail replacement, approximately
20 percent curb replacement, 20 percent sidewalk replacement, 25 percent apron replacement and a 2 -inch
mill and overlay.
Water main
The existing water main in the 69th Avenue project area consists of 16 -inch diameter CIP installed in 1960
and 24 -inch diameter DIP installed in 1996. Based on current maintenance records there have been three
water main breaks in this area since the road was last reconstructed. The current project cost estimate
includes casting replacement only.
Sanitary Sewer
The sanitary sewer on 69th Avenue consists of 4 -inch VCP installed in 1962, 8 -inch diameter VCP installed
between 1961 and 1969 and 12 -inch diameter VCP installed in 1969. The current project cost estimate
includes casting replacement only.
Storm Sewer
The existing storm sewer on the west half of the 69th Avenue project consists of 15 -inch to 18 -inch
diameter RCP that drains to Shingle Creels. The east half of the 69th Avenue project consists of 12 -inch to
30 -inch diameter RCP that drains to the Mississippi River. All of the storm sewer on 691h Avenue was
installed in 1996 when the road was reconstructed with the exception of 250 -feet of 30 -inch RCP installed
in 1969. The current project cost estimate includes casting replacement as needed.
Street Lighting
The current cost estimate includes replacing one wood pole with a fiberglass pole with a cut-off type LED
light fixture and underground power.
Project Summaries Page 116
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
France Avenue Mill and Overlay (North of 691h Avenue) -2017
The France Avenue project area extends from 73rd Avenue to
691h Avenue. The project area contains a total of 2,635 linear
feet of local streets. The neighborhood consists of approximately
59 residential properties (RI).
Streets
This segment of roadway is designated as a MSA Route. This
section of France Avenue was reconstructed in 1997. The
existing street is generally 32 -feet wide with concrete curb and
gutter. The roadway surface has prematurely failed and
excessive potholes have occurred in connection with the issues
with the roadway chip sealcoat application. The current cost
estimate assumes street improvements that consist of
approximately 20 percent curb replacement, 20 percent sidewalk
replacement, 25 percent apron replacement and a 2 -inch mill
and overlay.
1T' --
� IClrY OFrBROOKLYN PARK
t OG BROOKLYN CENTER
1- J3RO AYEN i 1 lCITY/ f ;
7 NO AVE
- -71ST AYE N_ j `
L \ 1�
l
Ll A
Water main
The existing water main on France Avenue consists of 14 -inch diameter DIP installed in 1997. The current
project cost estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer on France Avenue consists of 8 -inch VCP with a cured -in-place pipe (CIPP) liner
installed in 1997 and an 8 -inch diameter PVC installed in 1997. The current project cost estimate includes
casting replacement only.
Storm Sewer
The existing storm sewer on France Avenue consists of 12 -inch to 18 -inch and 48 -inch diameter RCP that
drains to Palmer Lake. The storm sewer in the project area was installed in 1997 when the road was
reconstructed with the exception of the 48 -inch RCP installed in 1968. The current project cost estimate
includes casting replacement only.
Street Lighting
The current cost estimate includes replacing one wood pole with a fiberglass pole with a cut-off type LED
light fixture and underground power.
Project Summaries Page 117
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Firehouse Park Area Improvements - 2018
The Firehouse Park project area extends from 69th Avenue to Interstate
94 and from Humboldt Avenue to TH 252. Dupont Avenue and 65th
Avenue are not included in the project area. The total project length is
21,456 feet. The neighborhood consists of approximately 305 single-
family residential properties (R1) and 14 multi -family properties (R4 and
R5).
Streets `� 4
6711' Avenue is designated as a MSA Route. The majority of the streets in -- - - ;
e
the project area were originally constructed between 1964 and 1967. -�?V_
Existing streets are generally 30 -feet wide with no curb and gutter. The r Cal 1 5'
street pavement is deteriorated throughout most of the neighborhood. The
overall pavement condition rating is poor. Proposed street improvements
consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and
placement of bituminous street pavement.
Water main
The existing water main in the project area is 6 -inch and 8 -inch diameter CIP installed between 1961 and
1969. In 1974, a 16 -inch diameter ductile iron water main was installed along 64th Avenue. A majority of
the existing water main is believed to have a cement based internal liner. The corrosion rate within the
project area has not been thoroughly documented at this time. Water records indicate 18 main breaks have
occurred within the neighborhood. The current project estimate includes replacement of approximately 60
percent of the water main within the project area. The estimated water main costs will need to be refined by
conducting further field inspections.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8 -inch diameter VCP installed
between 1961 and 1968 and between 1971 and 1974. Approximately 65 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 condition of the sanitary sewer system within the
neighborhood is rated as fair. The current project estimate includes complete replacement of the sanitary
sewer pipes and access structures and CIPP lining of the sanitary sewer that follows the 5th Street easement
between 66th Avenue and 67th Avenue.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the trunk storm sewer line on 65th Avenue, and then to the Mississippi River. Runoff from
the portion of the project area north of 68th Avenue is conveyed to the trunk storm sewer line on 69th
Avenue. The current project cost assumes reconstruction and expansion of the residential storm sewer
system, but does not include replacement of the trunk storm sewer along 65th and 69th Avenues.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a cut-off type LED
light fixture and underground power.
Project Summaries P a g e 118
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Bellvue Area Mill and Overlay - 2018
The Bellvue project area extends
from Dupont Avenue to 4th Street
and 53`d Avenue to 55th Avenue.
The project area also includes 55th
Avenue from James Avenue to 4th
Street. The area contains a total of
10,858 linear feet of local streets.
The project area consists of
approximately 165 residential
properties, three multi -family
properties, two business properties
and one church property.
Streets
Dupont Avenue is designated as a MSA Route. The Bellvue area was last reconstructed in 1998. The streets
are generally 30 -feet wide with concrete curb and gutter. The current cost estimate assumes street
improvements that consist of approximately 10 percent concrete replacement and a 2 -inch mill and overlay.
Water main
Approximately 15 percent of the water main in the Bellvue area was replaced with DIP in 1998 when the
neighborhood was reconstructed. The remaining water main in the area consists of 6 -inch to 10 -inch
diameter CIP and 16 -inch steel water main installed between 1964 and 1982. Water records indicate seven
main breaks have occurred within the neighborhood and seven properties have experienced a frozen water
service in past winters. The current project cost estimate includes casting replacement only.
Sanitary Sewer
All sanitary sewer in the project area was replaced with 8 -inch and 10 -inch PVC when the neighborhood
was reconstructed in 1998. The current project cost estimate includes casting replacement only.
Storm Sewer
The storm sewer in the Bellvue project area flows to two trunk lines on 55"' Avenue and then east to the
Mississippi River. Approximately 75 percent of the storm sewer in this area was installed in 1998,
including one of the trunk lines on 55th Avenue. This storm sewer consists of 12 -inch to 54 -inch diameter
pipe. The remaining storm sewer is a second trunk line that runs along 55th Avenue. This trunk line consists
of 30 -inch to 42 -inch RCP that was installed in 1952. The current project cost estimate includes casting
replacement only.
Street Lighting
The existing street light system is overhead power, with a combination of wood poles with cobra head light
fixtures and fiberglass poles with rectilinear fixtures. The current cost estimate includes no street light
replacement.
Project Summaries Page 119
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
51" Avenue Improvements (at Brooklyn Boulevard) - 2018
The project area extends from the north property line of the
Malmborg's Garden Center south and east to Xerxes Avenue. The
total project length is 680 -feet. The neighborhood consists of three
residential properties (R1), two multi -family properties (RI) and one
commercial property.
Streets
51St Avenue east of Brooklyn Blvd is a designated MSA Route. The
streets in the project area were originally constructed in 1964. 51s'
Avenue east of Brooklyn Boulevard is 30 -feet wide with no curb and
gutter. The service road along Brooklyn Boulevard is currently 25 -
feet wide with curb and gutter on the west side of the road. The street
w
w
U
pavement is deteriorated throughout most of the project area. The
overall pavement condition rating is fair to poor. Proposed street improvements consist of the
reconstruction of the street subgrade and installation of curb and gutter to improve drainage and placement
of bituminous street pavement. This project is planned to be coordinated with the Brooklyn Boulevard
Corridor Improvements between 49"' Avenue and Brooklyn Boulevard.
Water main
The existing water main in the project area is 3 -inch diameter CIP installed in 1964. The current project
estimate assumes complete replacement of the water main within the project area.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1964. The sanitary
sewer on 51St Avenue is subjected to frequent problems with root intrusion. Root sawing must be performed
on an annual basis to maintain the system conveyance capacity. Complete replacement of all sanitary sewer
pipes and access structures are proposed as part of the project.
Storm Sewer
The project area consists of two storm structures that convey water to the east into Minneapolis. The
current cost estimate includes minor storm sewer repairs.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 120
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Interstate Area Improvements - 2019
The Interstate project area extends from Interstate 94 to 59th Avenue and
from Dupont Avenue to Lyndale Avenue. The total project length is
17,343 -feet. The neighborhood consists of approximately 235 residential
properties (R1).
Streets
The majority of the streets in the project area were originally constructed in
1968 and 1969. Existing streets are generally 30 -feet wide with concrete
curb and gutter. The street pavement is showing signs of distress
throughout most of the neighborhood. Proposed street improvements
consist of the replacement of curb and gutter as necessary and placement of
bituminous street pavement.
Water main
The existing water main in the project area consists of 6 -inch and 8 -inch
diameter CIP installed in 1969. Colfax Avenue contains a 24 -inch steel
water main installed in 1964. A majority of the existing water main is believed to have a cement based
internal liner. Water records indicate one main break has occurred within the neighborhood and three
properties have experienced frozen water service in past winters. In 2019, the water main system will be in
service for 50 to 55 years. Cast iron water main is highly vulnerable to leaks and breaks when disturbed by
replacement of adjacent sanitary sewer. The current project estimate assumes complete replacement of the
water main to facilitate the sanitary sewer replacement noted below.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1960. Approximately 95
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 condition of the sanitary
sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes
and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the storm trunk line on 59th Avenue and then to the Mississippi River. The trunk storm
sewer along 59th Avenue and an in-line water quality treatment device was installed in 2009 as part of the
Aldrich Neighborhood Street and Utility Improvement project. The current project cost estimate assumes
complete reconstruction of the storm drainage system within the neighborhood due to the need to increased
capacity of local storm sewers and the expansion of the system to address minor local flooding issues.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 15 wood poles with 15 fiberglass poles with a curt -off type LED
light fixture and underground power.
Project Summaries Page 121
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Southeast Area Mill and Overlay - 2019
The Southeast project area extends from
Interstate 94 to Irving Avenue between
57th Avenue and 55th Avenue, and from
Dupont Avenue to Irving Avenue
between 55th Avenue and 53rd Avenue.
The area contains a total of 20,364 linear
feet of local streets. The project area
consists of approximately 401 single-
family residential properties and six
multi -family properties.
Streets
Dupont Avenue is designated as a MSA
Route. The Southeast area was last
reconstructed in 1999. Dupont Avenue is
33 -feet wide and the remaining streets
are generally 30 -feet wide with concrete curb and gutter. The current cost estimate assumes street
improvements that consist of approximately 10 percent concrete replacement and a 2 -inch mill and overlay.
Water main
Approximately two percent of the water main in the Southeast area was replaced with DIP in 1999 when
the neighborhood was reconstructed. The remaining water main in the area consists of 6 -inch and 8 -inch
diameter CIP installed between 1964 and 1969. Water records indicate four main breaks have occurred
within the neighborhood and six properties have experienced frozen water services in past winters. The
current project cost estimate includes casting replacement only.
Sanitary Sewer
All of the sanitary sewer in the project area was replaced with 8 -inch and 10 -inch PVC when the
neighborhood was reconstructed in 1999. The current project cost estimate includes casting replacement
only.
Storm Sewer
The storm sewer in the Southeast project area flows to two trunk lines on 55th Avenue and then east to the
Mississippi River. Approximately 93 percent of the storm sewer in this area was installed in 1999 when the
neighborhood was reconstructed. This storm sewer consist of 12 -inch to 27 -inch diameter pipe. The
remaining storm sewer throughout the project area consists of 12 -inch and 18 -inch RCP that was installed
between 1952 and 1979. The current project cost estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 122
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Humboldt Avenue (County Road 57) Reconstruction (53rd to 57th Avenues) - 2019
The Humboldt Avenue project area extends from 53`d Avenue to 57th Avenue.
The total project length is approximately 2,660 linear feet. The neighborhood
consists of approximately 56 residential properties.
Streets
This segment of roadway is a Hennepin County Roadway. Humboldt Avenue
was originally constructed between 1966 and 1969. Existing streets are
generally 36 -feet wide with no curb and gutter. The street pavement is
deteriorated due to the age of the pavement and inadequate drainage. This
project is included in the City's CIP due to a potential cost sharing agreement
for the street and drainage improvements and funding for water main,
sanitary sewer and street lighting improvements as described below.
Water main
The existing water main in the Humboldt Avenue project area consists of 6 -
inch diameter CIP installed in 1966. A condition survey must be conducted
for the existing water system in the project area to determine the extent of
corrosion. The water main is in fair condition based on current maintenance
records. The current project cost estimate assumes replacing approximately
75 percent of the water main.
Sanitary Sewer
The existing sanitary sewer consists of 8 -inch diameter VCP lateral sewers. These sewers were originally
installed in 1952. Approximately 51 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 approximately 100 percent of the
sanitary sewer.
Storm Sewer
The storm sewer on Humboldt Avenue consists of 18 -inch diameter corrugated metal pipe that drains to a
trunk line along 55th Avenue. This storm sewer was installed in 1952. The current project cost estimate
includes replacing 100 percent of the storm sewer. The cost estimate assumes that Brooklyn Center may
contribute to a portion of the storm drainage cost for the project.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type
LED light fixture and underground power.
Project Summaries Page 123
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Grandview Park Area Improvements - 2020
The Grandview Park project area extends Interstate 694 to 57th Avenue
and from Logan Avenue to Dupont Avenue. The total project length is
20,821 -feet. The neighborhood consists of approximately 345 residential
properties (R1) and four multi -family properties (R6).
Streets
The majority of the streets in the project area were originally constructed
between 1964 and 1969. Existing streets are generally 30 -feet wide with
no curb and gutter. The street pavement is deteriorated throughout most
of the neighborhood. The overall pavement condition rating is fair to
poor. Proposed street improvements consist of the reconstruction of the
street subgrade, installation of curb and gutter to improve drainage and
placement of bituminous street pavement.
Water main
The existing water main in the project area consists of 6 -inch and 8 -inch diameter CIP installed between
1964 and 1969. A 16 -inch steel water main runs along Emerson Avenue from 57th Avenue to 59th Avenue.
A majority of the existing water main is believed to have a cement based internal liner. Water records
indicate two main breaks have occurred within the neighborhood and one property has experienced a frozen
water service in past winters. The current project estimate includes replacement of approximately 50 to 75
percent of the water main within the project area. The 16 -inch steel water main along Emerson Avenue
potently could be replaced with C900 plastic water main.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1960 and 1963.
Approximately 68 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 condition
of the sanitary sewer system within the neighborhood is rated as fair to poor. The current project estimate
includes replacement of approximately 50 to 75 percent of the sanitary sewer system within the project
area.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the trunk storm sewer line on 59th Avenue and then to the Mississippi River. A portion of
the existing storm sewer system within the project area could be salvaged, although it is anticipated that
expansion of the system and additional conveyance capacity will be needed to minimize local flooding. The
current project cost estimate includes replacement of 75 percent of the local drainage system within the
neighborhood.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 25 wood poles with 25 fiberglass poles with a cut-off type LED
light fixture and underground power.
Project Summaries Page 124
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Logan, Lilac and 591h Avenues Reconstruction - 2020
This project area includes Logan Avenue from
57th Avenue to Lilac Drive, 59th Avenue from
Lilac Drive to Dupont Avenue and Lilac Drive
from Logan Avenue to 591h Avenue. The total
project length is 3,761 -feet. The neighborhood
consists of approximately 12 residential
properties, three church properties, one school
property, 14 multi -family properties (R3 to R5)
and two commercial zoned properties (C2).
Streets I I r-' L _i � u 1 I I 1 a _F__i 1! i F—I = r� I i r
The entire project area is designated as a MSA Route. The majority of the streets in the project area were
originally constructed in 1966. The existing roads are 30 to 35 -feet wide. Logan Avenue and Lilac Drive
have concrete curb and gutter and 59th Avenue has no curb. The street pavement is deteriorated throughout
most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street
improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve
drainage and placement of bituminous street pavement.
Water main
The existing water main along Logan Avenue and Lilac Drive is 10 -inch diameter CIP installed in 1965
and 16 -inch diameter cast iron main along 59th Avenue installed in 1969. A majority of the existing water
main is believed to have a cement based internal liner. The corrosion rate within the project area has not
been thoroughly documented at this time. Utility records indicate that there has been one water main break
along Logan Avenue. However, the Public Utilities Division will need to excavate and inspect various
fittings to determine the extent of water main replacement that is warranted. The current project estimate
includes replacement of water main along Logan Avenue and Lilac Drive only.
Sanitary Sewer
The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with
CIPP in 2005. Manhole casting replacement is the only proposed sanitary sewer improvement for the
project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing trunk line along 59th
Avenue. This line consists of 24 -inch to 36 -inch corrugated metal pipe. A second storm line runs south
along Logan Avenue to 57th Avenue. This line consists of 21 -inch to 42 -inch RCP installed in 1988. The
current project cost estimate assumes replacement of the corrugated metal pipe alone 59th Avenue as part of
the scheduled neighborhood improvements.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type
LED light fixture and underground power.
Project Summaries Page 125
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Ryan Dake Industrial Park Area Improvements - 2021
The Ryan Lake project area includes Lilac Drive from 481h
Avenue to the dead end, 481h Avenue and Dusharme Drive from
Drew Avenue to the dead end and 47th Avenue from Drew
Avenue to the dead end. The total project length is 1,932 -feet.
The neighborhood consists of approximately 12 industrial
properties and three multi -family properties (R5).
Streets
The majority of the streets in the project area were originally
th
AD
ti - .48TH --AVE N
' 177H AVE N N
constructed in 1958 and 1960. The western portion of 47
Avenue and Drew Avenue were reconstructed in 2002. The western portion of 48t1i Avenue was
reconstructed in 2005. The remaining street sections are 25 to 40 -feet wide with no curb and gutter. The
street pavement is deteriorated and in poor condition. Proposed street improvements consist of the
reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of
bituminous street pavement.
Water main
The existing water main on Lilac Drive, 481h Avenue and Dusharme Drive consists of 10 -inch diameter CIP
installed in 1958. The water main on 47th Avenue consists of 6 -inch CIP installed in 1960. Water records
indicate one main break has occurred within the neighborhood. The current project estimate assumes
complete replacement of the water main in the project area. The cost estimate also includes the cost of
jacking new water main under the railroad tracks from Dusharme Drive to 49th Avenue.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1960. The sanitary
sewer along 47t" Avenue and 48th Avenue is subjected to frequent problems with root intrusion. Root
sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition
of the sanitary sewer system within the neighborhood is rated as fair to poor. Complete replacement of all
sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to Ryan Lake. Runoff from Lilac Drive is conveyed to storm drainage ditches along
Highway 100. The current project cost estimate assumes reconstruction of all the existing storm sewer
system. The cost estimate also includes installation of a small storm water management pond at the
intersection of 48th Avenue and Dusharme Drive within City owned property adjacent to Ryan Lake.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the two wood poles with two fiberglass poles with a cut-off type
LED light fixture and underground power.
Project Summaries Page 126
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Northwest Area Mill and Overlay - 2022
The Northwest project area extends from Toledo
Avenue east to Perry Avenue and from 71" Avenue
south to 691h Avenue. The total project length is 6,819 -
feet. The neighborhood consists of 124 residential
properties (R1) and two school owned properties.
Streets
The streets in the project area were reconstructed in
1994. The streets are 30 -feet wide with concrete curb
and gutter. The current cost estimate assumes street
improvements that consist of minor concrete repairs
and a 2 -inch mill and overlay.
Water main I
' ' `` - -I I
When the neighborhood was reconstructed in 1994, approximately 65 percent of the water main was
replaced with 6 -inch diameter DIP. The remaining water main consists of 6 -inch diameter CIP installed in
1955. Water records indicate two main breaks have occurred on the CIP water main and one property has
experienced a frozen water service in past winters. The current project cost estimate includes lining the
existing CIP pipe.
Sanitary Sewer
When the area was reconstructed in 1994, approximately 72 percent of the sanitary sewer was replaced
with 8 -inch and 10 -inch diameter PVC. The remaining sanitary sewer consists of 8 -inch VCP installed in
1956. The project cost estimate includes cured -in-place lining of the VCP sanitary sewer main.
Storm Sewer
The storm water runoff from the project area is collected in a storm water pond in the northwest corner of
the project area. The storm sewer consists of 15 -inch to 42 -inch diameter RCP installed in 1994. The
current project estimate includes minor storm sewer repairs.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the nine wood poles with nine fiberglass poles with a cut-off type
LED light fixture and underground power.
Project Summaries Page 127
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Knox, James and 54th Avenues Area Improvements - 2023
The Knox, James and 54th Avenues project area includes James
Avenue and Knox Avenue between 55th Avenue and 53rd Avenue,
and 54th Avenue between Logan Avenue and Irving Avenue. The
project area includes a total of 3,487 -feet of local streets. The
neighborhood consists of approximately 78 residential and one
multi -family property.
Streets
The existing streets in the project area are 30 -feet wide with
concrete curb and gutter constructed in 1994. Proposed street
improvements consist of new street pavement and replacement of
isolated sections of concrete curb and gutter as necessary.
Water Main
NITrt A [
__WN AVE N ,
v�{} 'S>
4-1Li �..
1
4NAYE
• 5JP0 AVE N
-C FY-Oi wgNrAPOUF
I
'lid $NNHi
The existing water main in the project area consists of 6 -inch
diameter DIP installed in 1994. The current project estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 10 -inch diameter PVC installed in 1994. The condition of
the sanitary sewer system within the neighborhood is rated as good. The current project cost estimate
includes the replacement on sanitary sewer castings only.
Storm Sewer
The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55th
Avenue and is conveyed to the Mississippi River. The storm sewer consists of 12 -inch diameter to 18 -inch
diameter RCP installed in 1994. The current project cost estimate includes replacement of storm sewer
castings.
Street Lighting
The existing street light system is overhead power, with a combination of wood poles with cobra head light
fixtures and fiberglass poles with rectilinear fixtures. The current cost estimate includes no street light
replacement.
Project Summaries Page 128
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
51" Avenue Improvements (West of France Avenue) - 2023
The 51" Avenue project area extends from 185 -feet south
of Oak Street on Twin Lake Boulevard to France Avenue.
The total project length is 1,171 -feet. The neighborhood
consists of approximately 25 residential properties.
Streets
The 51St Avenue project area was originally constructed in
1990. The existing street is 30 -feet wide with concrete
curb and gutter. After the year 2023 the pavement will
have exceeded the expected service cycle. Proposed street
improvements consist of reconstruction of the bituminous
street pavement and replacement of the concrete curb and
gutter as necessary.
Water Main
The existing water main in the 51St Avenue project area consists of 8 -inch diameter DIP installed in 1990.
The water main is in good condition based on current maintenance records. The project cost estimate
includes casting replacement only.
Sanitary Sewer
The sanitary sewer in the 51St Avenue project area consists of 8 -inch diameter PVC pipe installed in 1990.
The condition of the sanitary sewer system within the neighborhood is rated as good. The current project
estimate includes the replacement of sanitary sewer castings only.
Storm Sewer
The storm sewer runoff from the 51St Avenue project area is collected in the existing storm sewer system
and conveyed to the storm water pond west of 51" Avenue. The existing storm sewer in the project area
consists of 15 -inch to 21 -inch diameter RCP installed in 1990. The current project cost estimate includes
replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type
LED light fixture and underground power.
Project Summaries Page 129
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
501h Avenue Improvements (France Avenue to Drew Avenue) - 2023
The 50th Avenue project area extends on 50th Avenue from
France Avenue to Drew Avenue. The total project length is
665 -feet. The neighborhood consists of approximately four
residential properties (R4), five industrial properties (I2) and
one commercial property (C1).
Streets
50TH AVE N
This section of 50tI] Avenue was reconstructed in 1988. The ( I,;� —
existing street is 36 -feet wide with concrete curb and gutter. %f%�
After the year 2023 the pavement will have exceeded the
i. sJTH AYF.N 'l
expected service cycle. Proposed street improvements consist 'r=
of reconstruction of the bituminous street pavement and replacement of the concrete curb and gutter as
necessary.
Water Main
The existing water main in the 50th Avenue project area consists of 8 -inch and 10 -inch diameter CIP
installed in 1958 and 1966. The corrosion rate within the project area has not been thoroughly documented
at this time. Water records indicate that one main break has occurred within the project area and one
property has experienced a frozen water service in past winters. The current cost estimate includes
complete replacement of the water main.
Sanitary Sewer
The sanitary sewer in the 50th Avenue project area is owned and maintained by the Metropolitan Council
and consists of 30 -inch diameter reinforced RCP installed in 1955. The current project estimate includes
the replacement of sanitary sewer castings only.
Storm Sewer
The storm sewer runoff from the 50th Avenue project area is collected in the existing storm sewer system
and is conveyed to storm drainage ditches along Highway 100. The existing storm sewer in the project area
consists of 15 -inch to 24 -inch diameter RCP installed in 1988. The current project cost estimate includes
replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 130
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
53rd Avenue Improvements (Penn Avenue to 4th Street) - 2023
The 53`d Avenue project area extends on 53`d Avenue from Penn Avenue to 4th Street. The project area
includes a total of 5,979 -feet of local streets. The neighborhood consists of approximately 27 residential
properties, one multi -family property and two business properties.
Streets
53`d Avenue is designated as a MSA Route. 53`d Avenue is also the border between Brooklyn Center and
Minneapolis. The north portion of 53`d Avenue is maintained by Brooklyn Center and the south portion is
maintained by Minneapolis. The existing streets in the project area are 36 -feet wide with concrete curb and
gutter, constructed in 1985. Proposed street improvements consist of the reconstruction of the street
subgrade, installation new of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water Main
The existing water main on 53`d Avenue is 6 -inch diameter CIP installed between 1965 and 1969. The
corrosion rate within the project area has not been thoroughly documented at this time. Water records
indicate there have been no main breaks within the project area. The current project estimate includes
complete water main replacement on 53`d Avenue. The project cost estimate also includes an emergency
connection with Minneapolis if formal inter -communication arrangements can be established for this
connection. Brooklyn Center staff will need to contact Minneapolis Water Utilities to discuss this potential
emergency connection.
Sanitary Sewer
The sanitary sewer on 53`d Avenue consists of 8 -inch and 9 -inch diameter VCP installed between 1952 and
1959. Approximately 52 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
condition of the sanitary sewer system within the neighborhood is rated as fair. The current project cost
estimate includes complete sanitary sewer replacement.
Storm Sewer
The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55th
Avenue and is conveyed to the Mississippi River. The storm sewer on 53`d Avenue consists of 12 -inch
diameter to 15 -inch diameter RCP installed between 1952 and 1979. The current project cost estimate
includes replacement of 75 percent of the storm sewer laterals and structures.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a cut-off type LED
light fixture and underground power.
Project Summaries Page 131
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Lyndale Avenue Improvements - 2023
The Lyndale Avenue project area extends from 57"' Avenue
to 55th Avenue and includes the 56th Avenue and 55th
Avenue cul-de-sacs. The current project length is 1,905 -
feet. The neighborhood consists of 11 residential properties
(R2 and R4).
Streets
The streets in the project area were constructed in 1985.
The existing streets are 30 -feet wide with concrete curb and
gutter. Proposed improvements include 20 percent curb
replacement and installation of new street pavement.
Water Main
The existing water main in the project area consists of 6 -
inch diameter DIP installed in 1978 and 1985. The water
main is in good condition based on current maintenance
records. The current project cost estimate includes
replacement of miscellaneous valves and hydrants as
necessary.
Sanitary Sewer
The existing sanitary sewer consists of 24 -inch diameter RCP installed in 1959. This sanitary sewer line is
the main trunk line that carries the sanitary flow from the eastern third of Brooklyn Center to a lift station
on Lyndale Avenue south of 55th Avenue. The condition of the sanitary sewer in the neighborhood is rated
fair. The current project cost estimate includes replacement of sanitary services and replacement of sanitary
sewer castings. Cured -in-place lining of the trunk sanitary sewer may be necessary based on future
televising inspections.
Storm Sewer
A substantial portion of the southeast section of the City drains through the trunk storm sewer located along
55th Avenue. The existing trunk storm sewer line consists of 36 -inch diameter RCP installed in 1952. The
remainder of the project area consists of 12 -inch diameter to 18 -inch diameter reinforced pipe installed in
1955 and 1985. The current project cost estimate includes replacing the storm sewer structure castings and
isolated portions of lateral storm sewer as necessary.
Street Lighting
The current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off
type LED light fixture and underground power.
Project Summaries Page 132
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Woodbine Area Improvements - 2024
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
248 residential properties.
Streets
Noble Avenue from Brooklyn Boulevard to
the north City limits is a designated MSA;
Route. The Woodbine Neighborhood was ' - - ' - 1 , TI d -,
reconstructed in 1995. Noble Avenue is 40 -feet 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 8 -inch 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 71" Avenue and 70th 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 15 -inch 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 a cut-off type
LED light fixture and underground power.
Project Summaries Page 133
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Humboldt Avenue Improvements - 2024
The Humboldt Avenue project area extends from 69t" Avenue to the
north City limits. The project area contains a total of 2,618 linear feet of
local streets. The neighborhood consists of approximately 38 residential
properties (RI), three R5 properties and two commercial (C2)
properties.
Streets
This segment of roadway is designated as a MSA Route. This section of
Humboldt Avenue was reconstructed in 1995. The existing street is
generally 30 -feet wide with concrete curb and gutter. The street
pavement exhibits a moderate rate of deterioration due to higher
volumes of traffic. The current cost estimate assumes street
improvements that consist of approximately 25 percent curb
replacement, 10 percent sidewalk replacement and full depth pavement
replacement.
a
Water main
The existing water main in the Humboldt Avenue project area consists 69TH AY£ N
of 8 -inch diameter CIP installed in 1965 and 1967. Based on current "'D
maintenance records there is no history of water main breaks in this area. The current project cost estimate
includes replacement of 25 percent of the water main and replacement of all hydrants and valves.
Sanitary Sewer
When the Humboldt Avenue project area was reconstructed in 1995, 25 percent of the sanitary sewer was
replaced with 10 -inch diameter PVC. The remaining sanitary sewer in the area consists of 8 -inch diameter
VCP installed between 1965 and 1967. The current project cost estimate includes replacement of the
existing VCP sanitary sewer.
Storm Sewer
The existing storm sewer in the Humboldt Avenue project area consists of 15 -inch to 36 -inch diameter
RCP that drains to the Mississippi River. The storm sewer was installed between 1955 and 1961 and in
1995. When the project area was reconstructed in 1995, the existing storm sewer was left in place and
additional storm sewer was added to the existing system. The current project cost estimate includes
replacing structure castings and isolated pipe laterals as necessary within the project area.
Street Lighting
The current cost estimate includes replacing the five wood poles with five fiberglass poles with a cut-off
type LED light fixture and underground power.
Project Summaries Page 134
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Orchard Lane East Improvements - 2025
The Orchard Lane East project area extends
from Perry Avenue to Brooklyn Boulevard and
Interstate 94 to 637d Avenue. The project area
contains a total of 21,560 linear feet of local
streets. The neighborhood consists of
approximately 358 residential properties, two
multi -family properties and one commercial
property.
Streets
The Orchard Lane East area was reconstructed
in 1996. The streets are generally 30 -feet wide
with concrete curb and gutter. The current cost
estimate assumes street improvements that
consist of approximately 50 percent curb
replacement, 10 percent sidewalk replacement
and full depth pavement replacement.
+, 616 'A
�
O RAREI
PACAli1AhDER �u� -� PARk � Y9xL'NES7lR LN ➢ARX
}l '.m s
f� 1
!8.5771 dYF N
�.�
5 RS
91M dVF
J-
PAR
Water main
Approximately 25 percent of the water main in the Orchard Lane East area was replaced with DIP in 1996
when the neighborhood was reconstructed. The remaining water main in the area consists of 6 -inch, 8 -inch
and 12 -inch diameter CIP installed between 1955 and 1973. Records indicate there have been nine water
main breaks in the neighborhood and one property has experienced a frozen water service in past winters.
The current project cost estimate includes replacement of existing CIP water main.
Sanitary Sewer
Approximately 50 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8 -inch and 12 -inch
diameter VCP installed between 1956 and 1966. The current project cost estimate includes replacement of
the existing VCP sanitary sewer.
Storm Sewer
The storm sewer on the north and west streets of the Orchard Lane East area drain to the storm water ponds
at Orchard Park and Cahlander Park. The storm sewer consists of 12 -inch to 42 -inch diameter pipe. The
south and east streets in the project area drains to Shingle Creek. This storm sewer consists of 12 -inch to
60 -inch diameter pipe. The trunk storm sewer on 65th Avenue and Orchard Avenue was installed in 1956.
The remainder of the storm sewer was installed when the neighborhood was reconstructed in 1996. 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 24 wood poles with 24 fiberglass poles with a cut-off type
LED light fixture and underground power.
Project Summaries Page 135
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Orchard Dane West Area Improvements - 2026
The Orchard Lane West Area project extends from Unity
Avenue to Perry Avenue and Interstate 94 to 61" Avenue. The
project area contains a total of 25,702 linear feet of local
streets. The neighborhood consists of approximately 509
residential properties, one church property and one school
property.
Streets
The Orchard Lane West Area was reconstructed in 1997. The
streets are generally 30 -feet wide with concrete curb and gutter.
The current cost estimate assumes street improvements that
consist of approximately 50 percent curb replacement, 20
percent sidewalk replacement, 50 percent driveway apron
replacement and full depth pavement replacement.
Water main
Approximately 99 percent of the water main in the Orchard
Lane West Area was replaced with DIP in 1997 when the
neighborhood was reconstructed. The remaining water main in
the area consists of 6 -inch DIP installed in 1987. Records
indicate there have been no water main breaks in the
U
Y y 1—IT I1 H66TH AVE N
OWE
y7
�{ 'Ij T= ' , 1 't ' ✓ ,ORCHARD %
_ J t f J WiHCHESTER t- I # � � PARK ..
_{I 1
if
LI
' ELEANOR UNE I L ( S I
SJRD AVE N
�
BOULDER UHE
AV- -i
SZNb AVE H j 17
a
l i 11
�L\ r B1AVE H1tST t
�1 ! ti i , ,_--
neighborhood since the area was reconstructed and one property in the area has experienced a frozen water
service in past winters. The current project cost estimate includes replacement of miscellaneous valves and
hydrants as necessary.
Sanitary Sewer
Approximately 55 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 1997. The remaining sanitary sewer consists of 8 -inch diameter and 10 -
inch diameter VCP installed between 1955 and 1958. The current project cost estimate includes
replacement of the existing VCP sanitary sewer.
Storm Sewer
The storm sewer north of 63`d Avenue in the Orchard Lane West Area drains to the storm water ponds at
Orchard Park and Cahlander Park. This storm sewer consists of 12 -inch to 36 -inch diameter pipe. The
streets south of 63`a Avenue drain to the storm water pond at 63`a Avenue and Perry Avenue. This storm
sewer consists of 12 -inch to 36 -inch diameter pipe. A 27 -inch RCP storm line installed in 1958 remains on
Woodbine Lane and a 15 -inch RCP storm line installed in 1965 remains on Scott Avenue. The current
project cost estimate includes replacement of the storm sewer installed in 1958 and 1965 and replacement
of storm laterals as needed for utility replacement.
Street Lighting
The current cost estimate includes replacing the 29 wood poles with 29 fiberglass poles with a cut-off type
LED light fixture and underground power.
Project Summaries Page 136
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
53rd Avenue and Xerxes Avenue Improvements - 2026
53rd Avenue extends from Xerxes Avenue to Upton
Avenue and Xerxes Avenue extends from 515 Avenue
to 53rd Avenue. The project area contains a total of
2,028 linear feet of local streets. The neighborhood
consists of 22 residential properties and one multi-
family (R5) property.
Streets
This project area was most recently reconstructed in
1996 by the City of Minneapolis. 53rd Avenue and
Xerxes Avenue is the border between Brooklyn Center
and Minneapolis. The north portion of 53rd Avenue and
the west portion of Xerxes Avenue are maintained by
LILAC DR N ,
153RD AVE NCITY OF BROOKLYN CENTER
-CITY OF MINNEAPOLIS
, __
VtAVE NL 52ND I�
i.
l F=11I
51ST AVE 71 _
_I "�j
Brooklyn Center. Existing streets are generally 30 -feet wide with concrete curb and gutter. The current cost
estimate assumes street improvements that consist of approximately 20 percent curb replacement, 25
percent driveway apron replacement and full depth pavement replacement.
Water main
The existing water main on 53rd Avenue consists of 6 -inch diameter CIP installed in 1973. Records indicate
that there have been no water main breaks in the area. The water main is in good condition based on current
maintenance records. The water main on Xerxes Avenue is owned and maintained by the City of
Minneapolis. The current project cost estimate includes no water main replacement.
Sanitary Sewer
There is no sanitary sewer on 53rd Avenue. The existing sanitary sewer on Xerxes Avenue is owned and
maintained by the City of Minneapolis. The current project cost estimate includes no sanitary sewer
replacement.
Storm Sewer
The storm sewer in the project area consists of 10 -inch PVC pipe that flows to storm water ponds located
south of 53rd Avenue and east of Upton Avenue. This storm sewer was installed in 1996 when the area was
last reconstructed. The current project cost estimate includes casting replacement only.
Street Lighting
The current cost estimate includes replacing the eight wood poles with eight fiberglass poles with a cut-off
type LED light fixture and underground power.
Project Summaries Page 137
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Meadowlark Gardens Area Improvements - 2027
The Meadowlark Gardens project area extends on Logan Avenue
from 53`d Avenue to 57th Avenue, on Knox and James Avenues
from 55th Avenue to 57th Avenue and on 55th Avenue and 56th
Avenue from Morgan Avenue to Irving Avenue. The project area
also includes 57th Avenue from Humboldt Avenue to the Interstate
94 bridge. The project area contains a total of 10,150 linear feet of
local streets. The neighborhood consists of approximately 162
residential properties, two multi -family properties and two
commercial properties.
Streets
Logan Avenue and 57th Avenue are designated as MSA Routes.
The Meadowlark Gardens project area was last reconstructed in
1996. 57th Avenue is 30 -feet wide, Logan Avenue is 32 -feet wide
and the remaining streets are 30 -feet wide. All streets in the
project have concrete curb and gutter. The current cost estimate
assumes street improvements that consist of approximately 20
percent curb replacement, 20 percent sidewalk replacement, 25
percent driveway apron replacement and full depth pavement
replacement.
Water main
Approximately 80 percent of the water main in the Meadowlark Garden area was replaced with DIP in
1996 when the neighborhood was reconstructed. The remaining water main in the area consists of 10 -inch
CIP installed in 1969 and 16 -inch steel pipe installed in 1964. Water records indicate one main break has
occurred on the CIP water main. The current project cost estimate includes replacement of the CIP and
steel water mains.
Sanitary Sewer
Approximately 94 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8 -inch diameter VCP
installed in 1959. The current project cost estimate includes replacement of the existing VCP sanitary
sewer.
Storm Sewer
Approximately 92 percent of the storm sewer in the project area was replaced in 1996 when the
neighborhood was reconstructed. The remaining pipe consists of 24 -inch to 42 -inch pipe on 55th Avenue
installed in 1952. The storm sewer on James Avenue and to the west drains to the trunk line on 55th Avenue
and then to the Mississippi River. This storm sewer consists of 15 -inch to 44 -inch diameter pipe. The storm
sewer on 57th Avenue drains to the trunk line on 59th Avenue and then to the Mississippi River. This storm
sewer consists of 15 -inch to 42 -inch diameter pipe. The current cost estimate includes replacing the
existing pipe installed in 1952 and replacement of storm laterals as needed for water main and sanitary
sewer replacement.
Street Lighting
The current cost estimate includes replacing the 17 wood poles with 17 fiberglass poles with a cut-off type
LED light fixture and underground power.
Project Summaries Page 138
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
St. Alphonsus Area Mill and Overlay - 2027
The St. Alphonsus project area extends from Brooklyn
Boulevard to Grimes Avenue and 69th Avenue to 71" Avenue.
The area contains a total of 4,580 linear feet of local streets.
The project area consists of approximately 31 residential
properties, three commercial properties, one church property
and one multi -family property.
Streets
The St. Alphonsus area was last reconstructed in 1998. Halifax
Avenue is 30 to 35 -feet wide, 701h Avenue is 35 to 42 -feet
wide and the remaining streets are 30 -feet wide. All streets in
the area have concrete curb and gutter. The current cost estimate assumes street improvements that consist
of approximately 20 percent concrete replacement and a 2 -inch mill and overlay.
Water main
The existing water main in the project area consists of 6 -inch CIP installed between 1959 and 1961 and 6 -
inch DIP installed in 1978. Based on current maintenance records there has been one water main break in
this area and four properties have experienced frozen water service in past winters. The current project
estimate includes casting replacement only.
Sanitary Sewer
Approximately 83 percent of the sanitary sewer in the project area was replaced with 8 -inch PVC when the
neighborhood was reconstructed in 1998. The remaining pipe consists of 8 -inch diameter VCP installed in
1958 and 1959. There is no history of root intrusion in the project area. The current project estimate
includes casting replacement only.
Storm Sewer
The storm sewer in the project area flows east to Palmer Lake. Approximately 25 percent of the storm
sewer in this area was installed in 1998 or later. This storm sewer consists of 15 -inch diameter high-density
polyethylene plastic pipe and 18 -inch to 42 -inch diameter RCP. The remaining storm sewer consists of 15 -
inch to 42 -inch diameter RCP installed in 1957 and 1984. The current project estimate includes casting
replacement only.
Street Lighting
The current cost estimate includes replacing the seven wood poles with seven fiberglass poles with a cut-
off type LED light fixture and underground power.
Project Summaries Page 139
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
67th Avenue and James Avenue Mill and Overlay - 2027
The project area includes 67th Avenue from Shingle Creek
Parkway to the east cul-de-sac and James Avenue from
Freeway Boulevard to 67th Avenue. The project area contains
a total of 2,063 linear feet of local streets. The project area
consists of 11 industrial properties.
Streets
The 67th Avenue and James Avenue area was reconstructed in
1998. The streets are generally 44 -feet wide with concrete
curb and gutter. The current cost estimate assumes street
improvements that consist of approximately 20 percent
concrete replacement and a 2 -inch mill and overlay.
Water main
The existing water main in the project area consists of 8 -inch
diameter CIP installed in 1970. Records indicate that there
have been no water main breaks in the area. The current
project estimate includes casting replacement only.
moa
67 AYE N
3
u x
FREEWAY BLVD
4
-94
V W�
Sanitary Sewer
The existing sanitary sewer in the project area consists of 8 -inch PVC installed in 1970. The current project
estimate includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains to the trunk line on 65th Avenue and then east to the Mississippi
River. This storm sewer consists of 15 -inch to 36 -inch diameter RCP installed in 1970 and 1974. The
current project estimate includes casting replacement only.
Street Lighting
The current cost estimate includes replacing the two wood poles with two fiberglass poles with a cut-off
type LED light fixture and underground power.
Project Summaries Page 140
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
John Martin Drive Mill and Overlay - 2027
The John Martin Drive project area extends from Shingle
Creels Parkway to 450 -feet south of Earle Brown Drive. The
project area contains a total of 1,381 linear feet of local
streets. The neighborhood consists of approximately nine
commercial properties.
Streets
John Martin Drive is designated as a MSA Route. The
project area was reconstructed in 1998. The streets are
generally 50 -feet wide with concrete curb and gutter. The
current cost estimate assumes street improvements that
consist of approximately 20 percent concrete replacement
and a 2 -inch mill and overlay.
Water main
The existing water main in the project area consists of 8 -inch diameter CIP installed in 1969. Records
indicate that there have been no water main breaks in the area. The current project estimate includes casting
replacement only.
Sanitary Sewer
The existing sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1969. There is
no history of root intrusion in the project area. The current project estimate includes casting replacement
only.
Storm Sewer
The storm sewer on John Martin Drive drains to Shingle Creek. This storm sewer consists of 12 -inch to 48 -
inch diameter RCP installed in 1969. The current project estimate includes casting replacement only.
Street Lighting
The existing street light system is underground power, with aluminum and a decorative light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 141
2017-2031 Capital hnprovement
RESOLUTION NO. 2016-202
681h Avenue and Lee Avenue Mill and Overlay - 2027
The project area includes 68th Avenue from Lee Avenue to
Brooklyn Boulevard and Lee Avenue from 68th Avenue to 69th
Avenue. The project area contains a total of 1,668 linear feet of
local streets. The project area consists of nine commercial
properties.
Streets
The 67th Avenue and James Avenue area was reconstructed in
1998. The streets are generally 45 -feet wide with concrete curb
and gutter. The current cost estimate assumes street
improvements that consist of approximately 20 percent concrete
replacement and a 2 -inch mill and overlay.
Water main
The existing water main in the project area consists of 8 -inch diameter CIP installed in 1966 and 1968.
Records indicate that there have been no water main breaks in the area. The current project estimate
includes casting replacement only.
Sanitary Sewer
The existing sanitary sewer in the project area consists of 8 -inch PVC installed in 1970. Approximately 25
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 estimate
includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains south to the storm water pond at Orchard Park. This storm sewer
consists of 12 -inch to 24 -inch diameter RCP installed in 1966 and 1968. The current project estimate
includes casting replacement only.
Street Lighting
The current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off
type LED light fixture and underground power.
Project Summaries Page 142
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
73rd Avenue Mill and Overlay (Humboldt Avenue to Camden Avenue) - 2028
CITY OF BROOKLYN PARK L 73R0
CITY OF BROOKLYN CENTER i �I{� z { r
�z_I { r 41�1]_
H- ILLIJ
kjy
WOOD WE LANE
131
1 �_� ._ Q - -�
� �..� 252
1 _ 1:3,
`V _
The 73rd Avenue project extends from Humboldt Avenue to approximately 275 -feet east of Camden
Avenue. It contains a total of 2,994 linear feet of local streets. The project area consists of 25 single-family
properties and one church property.
Streets
73rd Avenue is designated as a MSA Route. 73rd Avenue is also the border between Brooklyn Center and
Brooklyn Park. The south portion of 73rd Avenue is maintained by Brooklyn Center and the north portion is
maintained by Brooklyn Park. This project area was reconstructed in 2000. The road is generally 33 -feet
wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of
approximately 20 percent concrete replacement and a 2 -inch mill and overlay.
Water main
All of the water main in the project area was replaced with DIP in 2000 when the neighborhood was
reconstructed. The current project cost estimate includes casting replacement only.
Sanitary Sewer
Approximately four percent of the sanitary sewer in the project area was replaced with PVC in 2000 when
the area was reconstructed. The remaining sanitary sewer in the area consists of 8 -inch diameter VCP
installed in 1961 and 1969. There is no history of root intrusion in this area. The current project cost
estimate includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains south to a trunk line on 701h Avenue and then east to the
Mississippi River. This storm sewer consists of 12 -inch to 21 -inch diameter RCP installed in 1969 and
2000. The current project estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 143
2017-2031 Capital Improvement
RESOLUTION NO, 2016-202
66th Avenue and Camden Avenue Mill and Overlay - 2028
The 66th Avenue and Camden Avenue project
includes Camden Avenue from 66th Avenue to the
south cul-de-sac and 66th Avenue from 360 -feet
east of Bryant Avenue to TH 252. It contains a
total of 1,960 linear feet of local streets. The
project area consists of four multi -family
properties and seven commercial properties.
Streets
66th Avenue is designated as a MSA Route. This
project area was reconstructed in 1999. The roads
in the project area range from 40 -feet wide to 70 -
feet with concrete curb and gutter. The current
cost estimate assumes street improvements that
consist of approximately 20 percent concrete
replacement, a 2 -inch mill and overlay and a new
traffic signal at 66th Avenue and Camden Avenue.
_- 252 -
i _66THAVE
'N'
65TH AVE N
i z
a Q;
m
69
Water main
The water main in the project area consists of 6 -inch diameter CIP installed in 1968. Water records indicate
four main breaks have occurred within the area. The current project cost estimate includes casting
replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter PVC and VCP installed in 1968. There is
no history of root intrusion in this area. The current project cost estimate includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains to the trunk line on 65th Avenue and then east to the Mississippi
River. This storm sewer consists of 12 -inch to 72 -inch diameter RCP installed in 1968 and 1999. The
current project estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 144
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Earle Brown Drive Area Improvements - 2028
The Earle Brown Drive project extends from
John Martin Drive in the southwest to the
northeast corner of the Earle Brown Heritage
Center. It contains a total of 3,075 linear feet
of local streets. The project area consists of 11
commercial properties.
Streets
Earle Brown Drive is designated as a MSA
Route between John Martin Drive and Summit
Drive. This project area was reconstructed in
1999. The road is generally 50 -feet wide with
concrete curb and gutter. The current cost
estimate assumes street improvements that
consist of approximately 20 percent curb
replacement, 30 percent sidewalk replacement,
25 percent driveway apron replacement and
full depth pavement replacement.
DR
Water main7j%
The water main in the project area consists of (ll i/ter
8 -inch and 12 -inch diameter CIP installed in
1971 and 1974. Water records indicate one main break has occurred within the area. The current project
cost estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1971 and 1974. There is
no history of root intrusion in this area. The current project cost estimate includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains north and west to local storm water ponds. This storm sewer
consists of 12 -inch to 30 -inch diameter RCP installed in 1971 and 1974. Additional 15 -inch diameter high-
density polyethylene plastic pipe was added to the project area when the road was reconstructed in 1999.
The current project estimate includes casting replacement only.
Street Lighting
The existing street light system contains underground power with aluminum poles and decorative light
fixtures. The current cost estimate includes no street light replacement.
Project Summaries Page 145
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Garden City Central Area Improvements - 2029
The south portion of the Garden City Central project area
extends from Brooklyn Boulevard to Brooklyn Drive from 61"
Avenue to 63rd Avenue, and the north portion extends from
Xerxes Avenue to Brooklyn Drive from 63rd Avenue to 66th
Avenue. The project area contains a total of 19,230 linear feet
of local streets. The neighborhood consists of approximately
361 residential properties, one church property, three multi-
family properties (R4 and R5) and three commercial properties.
Streets
63rd Avenue from Brooklyn Boulevard to Xerxes Avenue isi' 1,
designated as a MSA Route. The Garden City Central project �` ``'��'�'
area was last reconstructed in 2000. 63rd Avenue ranges from 38 to 48 -feet wide and the remaining streets
are 30 -feet wide. All streets in the project have concrete curb and gutter. The current cost estimate assumes
street improvements that consist of approximately 20 percent concrete replacement and a 2 -inch mill and
overlay.
Water main
Approximately 81 percent of the water main in the Garden City Central area was replaced with DIP in 2000
when the neighborhood was reconstructed. The remaining water main in the area consists of 6 -inch and 16 -
inch DIP installed in 1980, 1981, 1983 and 1993. Records indicate there has been two water main breaks in
the neighborhood and four properties in the area have experienced frozen water services in past winters.
The current project estimate includes casting replacement only.
Sanitary Sewer
Approximately 72 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 2000. The remaining sanitary sewer consists of 8 -inch diameter VCP
installed in 1958, 8 -inch diameter PVC installed in 1980, 15 -inch diameter RCP installed in 1956 and 24 -
inch diameter pipe corrugated metal pipe lined with CIPP in 1995. There is no history of root intrusion in
the project area. The current project estimate includes cured -in-place lining of the RCP and VCP sanitary
sewer mains installed in the 1950s and casting replacement.
Storm Sewer
Approximately 83 percent of the storm sewer in the project area was installed in 2000 when the
neighborhood was reconstructed. The remaining pipe consists of 15 -inch, 36 -inch and 72 -inch pipe
installed in the backyards between 64th Avenue and 65th Avenue in 1956. The storm sewer in this
neighborhood drains to Shingle Creels. The current cost estimate includes replacing storm structure castings
and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2000. The current cost estimate includes replacement of two street lights
that have not been replaced and upgrade all to LED luminaires.
Project Summaries Page 146
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Garden City North Area Improvements - 2030
The east portion of the Garden City Central project area
extends from Brooklyn Boulevard to Xerxes Avenue from
Interstate 94 to 63rd Avenue, and the west portion includes
Halifax Drive, Grimes Avenue and France Avenue north of
63rd Avenue. The project area contains a total of 18,390 linear
feet of local streets. The neighborhood consists of
approximately 290 residential properties, one school property,
10 multi -family properties (R5) and four commercial
properties.
Streets
The Garden City Central project area was last reconstructed in 2001. The streets within the project area
consist of 30 -foot wide roads with concrete curb and gutter. The current cost estimate assumes street
improvements that consist of approximately 20 percent concrete replacement and a 2 -inch mill and overlay
in areas with no proposed utility replacement (81 percent of the project area). In utility replacement areas,
the cost estimate assumes 50 percent curb replacement, 20 percent sidewalk replacement and full depth
pavement replacement.
Water main
Approximately 85 percent of the water main in the Garden City North area was replaced with DIP in 2001
when the neighborhood was reconstructed. The remaining water main in the area consists of 6 -inch and fl-
inch CIP installed in 1956, 1959, 1962 and 1974. Records indicate there have been two water main breaks
in the neighborhood on the older water main and one property in the area has experienced a frozen water
service in past winters. The current project estimate includes replacing old water main in the areas west of
Brooklyn Boulevard and at 65th Avenue and Xerxes Avenue. In the remainder of the project area the cost
estimate assumes casting replacement only.
Sanitary Sewer
Approximately 68 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 2001. The remaining sanitary sewer consists of 8 -inch diameter VCP
installed in 1958, 15 -inch diameter RCP installed in 1956 and 24 -inch corrugated metal pipe lined with
CIPP in 1995. Root sawing must be performed on all of the VCP in the area an annual basis to maintain the
system conveyance capacity. The current project estimate includes replacement of the existing VCP and
RCP sanitary sewer from the 1950s and casting replacement in the remaining areas.
Storm Sewer
Approximately 78 percent of the storm sewer in the project area was installed in 2001 when 'the
neighborhood was reconstructed. The remaining pipe consists of 18 -inch, 66 -inch and 72 -inch pipe
installed in rear and side lot easements in 1956 and 1965. The storm sewer in this neighborhood drains to
Shingle Creek. The current cost estimate includes replacing the older storm sewer in the 64th Avenue rear
lot easement, structure casting replacement and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2001. The current cost estimate includes upgrading all lights to LED
luminaires.
Project Summaries Page 147
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Garden City South Area Improvements - 2031
The Garden City South project area extends from Brooklyn
Boulevard to Upton Avenue from Northway Drive to 61" Avenue,
and includes Xerxes Avenue from Northway Drive to the
Interstate 94 bridge. The project area contains a total of 19,418
linear feet of local streets. The neighborhood consists of
approximately 256 residential properties, three church properties,
one multi -family property (R5) and five commercial properties.
Streets
Xerxes Avenue is designated as a MSA Route. The Garden City
South project area was last reconstructed in 2002. The local streets
within the project area consist of 30 -foot wide roads with concrete
curb and gutter and Xerxes Avenue is a 70 -foot wide road with a
center median. The current cost estimate assumes street
improvements that consist of approximately 20 percent curb
replacement, a 2 -inch mill and overlay on local streets, a 3 -inch
mill and overlay on Xerxes Avenue and 20 percent sidewalk
replacement on Xerxes Avenue.
Water main
Approximately 34 percent of the water main in the Garden City
South area was replaced with DIP in 2002 when the neighborhood
was reconstructed The remainin water main in the area consists
Fj
E'
E'E
g
of 6 -inch, 8 -inch and 12 -inch CIP installed in 1956, 1961, 1964 and 1966. Records indicate there have been
two water main breaks in the neighborhood on the older water main and two properties in the area have
experienced frozen water services in past winters. The current project estimate includes lining the 1950s
and 1960s water main in the area and insulating the frozen water services. In the remainder of the project
area the cost estimate assumes casting replacement only.
Sanitary Sewer
Approximately 50 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 2002. The remaining sanitary sewer consists of 8 -inch diameter VCP
installed in 1957, 1958, 1964 and 1965, and sanitary force main consisting of 16 -inch CIP installed in 1966.
Root sawing must be performed on 20 percent of the VCP in the area on an annual basis to maintain the
system conveyance capacity. The current project estimate includes lining of the existing VCP sanitary
sewer from the 1950s and 1960s and casting replacement in the remaining areas.
Storm Sewer
Approximately 61 percent of the storm sewer in the project area was installed in 2002 when the
neighborhood was reconstructed. The remaining pipe consists of 15 -inch to 27 -inch and 72 -inch RCP
installed in 1956, 1964, 1965 and 1966. The storm sewer in this neighborhood drains to Shingle Creek. The
current project estimate includes lining of the existing RCP storm sewer from the 1950s and 1960s and
structure casting replacement as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2002. The current cost estimate includes replacing the one wood pole with
one fiberglass pole with a cut-off type LED light fixture and underground power on Xerxes Avenue north
of 61" Avenue.
Project Summaries Page 148
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Water Main 1 Sanitary Sewer Improvements
Lift Station No. 1 Rehabilitation and Wetwell Improvement - 2017
The existing lift station was installed in 1996. The existing generator is a 1996 model with a typical
lifespan of 35 years. The current wetwell design is a basic box -shape with an elevated wing wall that traps
solids, debris, etc. causing maintenance issues and safety concerns during maintenance. Proposed
rehabilitation includes pump replacement, guide rails, piping, miscellaneous appurtenance replacement and
wetwell reconfiguration to aid in self-cleaning. This rehabilitation will also include electrical main
breakers, starters/contactors, overloads, programmable logic controller, hand -off -auto (HOA) switch and
uninterruptible power supply (UPS) replacement. The closed transition generator transfer switch is to be
replaced also. The generator is currently scheduled for replacement in 2031.
Well Motor Speed Controls Variable Frequency Drive (VFD) Upgrade Wells 4 and 10 - 2017
The existing well motor speed controls were installed in 1997 as part of an energy conservation project.
Wells 5 and 7 VFDs were replaced due to failure in 2013 and 2014, respectively. The VFD for Well 9 was
replaced during the Water Treatment Plant project in 2015. Well's 4 and 10 VFDs are at the end of their
useful life. These VFDs will be replaced with the same style VFDs that were installed at wells 5, 7 and 9.
All five wells will then have the same VFDs for continuity. All VFDs that were installed in 1997 will have
been replaced at the conclusion of this project.
Water Tower No. 2 Painting - 2018
Water Tower No. 2, a one -million gallon elevated storage tank located at 69th Avenue and Dupont Avenue
was constructed in 1960. In 1984 the interior (wet area) and exterior coating systems were completely
replaced. In 1997 the interior coating system (wet area) was spot repaired and the exterior coating was spot
repaired, power washed and a urethane top coat was applied to the existing system. The estimated service
life for 1997 paint coating is 15 to 20 years as noted in a 1999 warranty inspection report. This tank was
inspected in 2005. Both the interior and exterior coatings required no repairs at that time. The 2005
recommendation was to re -inspect every five years. The water tower was again inspected in 2011 and
found to be in satisfactory condition, needing tank inspection every three to five years. Other interim spot
inspections have occurred during cell antenna work performed on this tower. An upcoming 2016
inspection will be used to prepare plans and specifications for the 2018 rehabilitation.
Lift Station No. 2 Rehabilitation - 2018
The existing lift station was constructed in 1991. The generator is a 1981 model with a typical lifespan of
35 years. Both the generator and switch gear are proposed to be replaced. New pumps, guide rails and
piping, electrical main breakers, starters/contactors, overloads, programmable logic controller, HOA's and
UPS are also included in the rehabilitation. The replacement of the emergency generator is also included.
Lift Station No. 9 Force Main Replacement - 2019
The existing force main located south of lift station No. 9 was installed in 1969 and consists of 12 -inch
DIP, which was verified in 2010 through an exploratory open excavation. Approximately 1,300 -feet is
proposed to be replaced.
Water Tower No. 1 Painting - 2020
Water Tower No. 1, a 500,000 gallon elevated storage tank located at 69th Avenue and France Avenue,
was constructed in 1958. In 1988 spot repairs of the existing interior were completed (wet area repaired
with coal tar/epoxy coating) and the exterior coating system was completely replaced. In 1999 the interior
wet coating system was completely replaced and the exterior coating was spot repaired, power washed and
a urethane top coat was applied to the existing system. The estimated service life for the 1999 paint coating
was 15 to 20 years. This tank was inspected in 2009. Both the interior and exterior coatings required no
repairs at that time. The 2009 recommendation was to re -inspect every five years. The tower was again
inspected in 2014 and was determined to be in satisfactory condition but needing full replacement within
five to six years. The tower is planned to be reinspected in 2019 with rehabilitation in 2020.
Project Summaries Page 149
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Lift Station Nos. 8 and 9 Rehabilitation - 2025
This project includes the rehabilitation of lift station Nos. 8 and 9 with a full evaluation of pumps, control
equipment and appurtenances.
Lift Station Nos. 3 and 4 Rehabilitation — 2028
This project includes the rehabilitation of lift station Nos. 3 and 4 with a full evaluation of pumps, control
equipment and appurtenances
Lift Station Nos. 5 and 6 Rehabilitation - 2029
This project includes the rehabilitation of lift station Nos. 5 and 6 with a full evaluation of pumps, control
equipment and appurtenances
Sanitary Sewer Lining (Mississippi River Trunk North of Interstate 694 to 70th Avenue/Willow
Lane) -2030
This project extends from the manhole at 70th Avenue and Willow Lane to the manhole at the dead end,
north of Interstate 694 on Willow Lane. The existing line is 4,178 -feet of 18 -inch RCP and 1,451 -feet of
21 -inch RCP. This is the main trunk line that carries the sewage out of the NE quadrant of the City to lift
station No. 2. This segment of sewer line is planned to be lined with a CIPP liner.
Lift Station No. 2 Force Main Lining (Under Interstate 94) - 2030
The existing 406 -foot section of 16 -inch DIP force main, located under Interstate 94 at 52nd Avenue in
Minneapolis was installed in 1980 with the Interstate 94 project. The projected life span of this section of
pipe is 50 years. Lining this section of pipe will require an extensive bypass as well as an open excavation
on the eastside of Interstate 94. In 2008 a new force main was installed from lift station No. 2 to the
Interstate 94 crossing on the east side of 52nd Avenue. This segment of sewer line is planned to be lined
with a CIPP liner.
Lift Station Nos. 7 and 10 Rehabilitation - 2030
This project includes the rehabilitation of lift station Nos. 7 and 10 with a full evaluation of pumps, control
equipment and appurtenances
Lift Station No. 1 Generator Replacement — 2031
The existing generator is a 1996 model with a typical lifespan of 35 years. This project will include the
replacement of the generator only. The closed transition generator transfer switch will have been replaced
in 2017.
Project Summaries Page 150
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
"! •
Traffic Signal System Rehabilitation (69th Avenue and France Avenue) - 2017
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements include a new controller and cabinet, painting of the poles and
mast arms, installation of countdown pedestrian heads, Accessible Pedestrian System (APS) pushbuttons,
Emergency Vehicle Preemption (EVP) system, flashing yellow left turn arrow system, new wiring, a video
detection system and other appurtenance replacement as necessary.
Earle Brown/Opportunity Area Street Light Replacement (Ornamental at Nodes) - 2018
The 35 ornamental lights located within the Earle Brown area at the nodes (intersections) along a portion of
Shingle Creels Parkway, Summit Drive, Earle Brown Drive and John Martin Drive were installed in 1986.
The typical life expectance of this lighting system is approximately 30 years. The City has no remaining
replacement poles or luminaires that match the existing system, and matching luminaires are no longer
available from suppliers. The existing system is generally rated in fair to poor shape with increasing
maintenance costs. The project includes replacement of the existing decorative lighting system at the
intersections/nodes with a new, advanced system using current technology.
Traffic Signal System Rehabilitation (Shingle Creek Parkway/Summit Avenue) - 2021
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements contain complete system rehabilitation and replacement including
video detection, EVP, countdown pedestrian heads, APS and flashing yellow left turn arrow upgrade.
Traffic Signal System Rehabilitation (Shingle Creek Parkway/John Martin Drive) - 2021
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements contain complete system rehabilitation and replacement including
video detection, EVP, countdown pedestrian heads, APS and flashing yellow left turn arrow upgrade.
Traffic Signal System Rehabilitation (Shingle Creek Parkway/Brookdale Square) - 2025
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements contain complete system rehabilitation and replacement including
video detection, EVP, countdown pedestrian heads, APS and flashing yellow left turn arrow upgrade.
Coordination with the future development of the Opportunity Site must also occur with this improvement
project.
Project Summaries Page 151
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Yearly Capital Maintenance Building Plan Projects
In 2007 the City approved an 18 -year Capital Building Maintenance Plan that includes short and long-term
building and facility improvements. The following buildings and facilities are covered under this plan: city
hall, community center, public works facility, public works cold storage building, public works salt/sand
storage building, police station, west fire station, east fire station, Centerbrook Golf Course club house,
Centerbrook Golf Course maintenance building, Centerbrook Golf Course storage garage, sanitary lift
station Nos. 1 and 2, municipal well Nos. 2-10, Evergreen Park building, Garden City Park building,
Centennial Park west building, Centennial Park plaza, Centennial Park gazebo, Kylawn Park building and
West Palmer Park building. In 2016 the 2017 plan will be replaced with the new asset management
planning program (Facility Dude). Thereafter, CIP projects will be updated starting in the 2017 budgeting
process.
11111 111111IN&VITWIff 1 1
Storm Water Management Basins
In 2015 the City hired WSB and Associates to conduct a condition assessment of the City -maintained storm
sewer system and storm water management ponds located throughout the City. The assessment process resulted
in a list of improvements to address problems with erosion, sediment accumulation, inlet and outlet blockages
and other miscellaneous maintenance issues. Below are improvement projects that are part of the City's Storm
Drainage Utility, using the City's Storm Water Asset Management Plan (SWAMP) program developed by WSB
and Associates that uses an annual sediment loading rate to predict sediment accumulation for project
prioritization.
Storm Water Pond 26-005 - 2017
Pond 26-005 is located west of the intersection of Twin Lake Road and 51st Avenue. The pond receives runoff
from approximately 10 acres of upstream residential development. This pond was constructed in 1991. The
performance of this pond is severely limited due to the accumulation of sediment. The proposed work consists
of removal of sediment to enhance the water quality treatment performance of the pond and repairs to the
skimmer structure on the pond's outlet.
Storm Water Pond 63-006 - 2017
Pond 63-006 is located south of James Circle and west of the FBI Building. The pond receives runoff from
approximately 10.5 acres of upstream commercial development. This pond was constructed in 1998. The
performance of this pond is severely limited due to the accumulation of sediment and the abundance of wetland
plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water
quality treatment performance of the pond.
Storm Water Pond 41-001 - 2018
Pond 41-001 is located east of 7100 Brooklyn Boulevard. The pond receives runoff from approximately 30 acres
of residential and commercial development and has access issues. This pond was constructed in 1995. The
proposed work consists of removal of sediment, bank stabilization to control erosion and the installation of a
skimmer to enhance the water quality treatment performance of the pond.
Storm Water Pond 43-001 - 2018
Pond 43-001 is located west of Quail Circle. The pond receives runoff from approximately 52 acres of upstream
residential development. This pond was constructed in 1994. The proposed work consists of removal of
sediment to enhance the water quality treatment performance of the pond and install a skimmer structure on the
pond's outlet.
Project Summaries Page 152
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Storm Water Pond 60-002 - 2018
Pond 60-002 is located west of the City Hall parking lot adjacent to the regional bike trial within Centennial
Park. The pond receives runoff from approximately three acres of upstream commercial development. This pond
was constructed in 2006. The proposed work consists of the removal of sediment to restore the water quality
treatment performance of the pond.
Storm Water Pond 60-004 - 2018
Pond 60-004 is located between the City Hall parking lot and the apartments at 6221 Shingle Creek Parkway.
The pond receives runoff from approximately 67 acres of upstream commercial development. This pond was
constructed in 1980. The performance of this pond is limited to the accumulation of sediment. The proposed
work consists of the removal of sediment to improve the water quality treatment performance of the pond.
Storm Water Pond 62-001 - 2018
Pond 62-001 is located in the northwest quadrant of Shingle Creek Parkway and Freeway Boulevard. The pond
receives runoff from approximately 3.5 acres of upstream commercial development. This pond was constructed
in 2004. The performance of this pond is severely limited due to the accumulation of sediment and the
abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation
to restore the water quality treatment performance of the pond.
Storm Water Pond 64-002 - 2018
Pond 64-002 is located at 6250 Earle Brown Drive and west of the Earle Brown Conference Center. The pond
receives runoff from approximately 17 acres of upstream commercial development. This pond was constructed
in 1989. The proposed work consists of the removal of sediment, stabilization of pond banks and the installation
of a skimmer to improve the water quality treatment performance of the pond. The pond liner at the Earle Brown
Heritage Center may have a leak resulting in a lower water level then the design normal water level. The liner
will be evaluated, working with Embassy Suites who most likely did not restore the liner as part of their project
in 2007-2008.
Storm Water Pond 12-001— 2019
Pond 12-001 is located north of 53`d Avenue at the end of Upton Avenue adjacent the Centerbrook Golf Course.
The pond receives runoff from approximately 0.5 acres of park land, but is part of a chain of pond providing
storm water treatment. This pond was constructed in 1997. The proposed work consists of the removal of
sediment and the installation of a skimmer to improve water quality treatment performance of the pond.
Storm Water Pond 12-006 - 2019
Pond 12-006 is located in Lions Park adjacent to the Centerbrook Golf Course. The pond receives runoff from
approximately 42 acres of upstream residential development. This pond was constructed in 2005. The proposed
work consists of the removal of sediment to restore the water quality treatment performance of the pond.
Storm Water Pond 26-006 — 2019
Pond 26-006 is located adjacent to 50th Avenue. The pond receives runoff from approximately five acres of road
and industrial property parking lots. This pond was constructed in 2002. The proposed work consists of the
removal of sediment to restore the water quality treatment performance of the pond.
Storm Water Pond 35-004 — 2019
Pond 35-004 is located west of Oliver Avenue within East Palmer Lake. The pond receives runoff from
approximately 14 acres of upstream residential development. This pond was constructed in 2000. The
performance of this pond maybe limited due to the accumulation of sediment. The proposed work consists of the
removal of sediment and installation of skimmer to improve the water quality treatment performance of the
pond.
Storm Water Pond 61-001 - 2019
Pond 61-001 is located along the east property line of the Bristol Village Townhomes at 1600 69th Avenue. The
pond receives runoff from approximately 11 acres of upstream residential development. This pond was
constructed in 2003. The proposed work consists of the removal of sediment and vegetation to restore the water
quality treatment performance of the pond.
Project Summaries Page 153
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Storm Water Pond 48-001 - 2021
Pond 48-001 is located south of Odyssey Academy. The pond receives runoff from approximately 54 acres of
upstream residential development. This pond was constructed in 1997. The proposed work consists of the
removal of sediment and vegetation to restore the water quality treatment performance of the pond.
Storm Water Pond 26-004 - 2022
Pond 26-004 is located north of 50th Avenue and west of the commercial property at 3800 50th Avenue. The
pond receives runoff from approximately 10.4 acres of upstream commercial and industrial development. This
pond was constructed in 2001. The performance of this pond is limited due to the accumulation of sediment and
the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and
vegetation to restore the water quality treatment performance of the pond.
Storm Water Pond 35-003 - 2022
Pond 35-003 is located west of Oliver Avenue within East Palmer Lake. The pond receives runoff from
approximately 14 acres of upstream residential development. This pond was constructed in 2000. The
performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants
and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality
treatment performance of the pond.
Storm Water Pond 57-003 - 2022
Pond 57-003 is located north of 69th Avenue just north of the City's public works facility. The pond receives
runoff from approximately 3.0 acres of upstream park and tail runoff. This pond was constructed in 1996. The
performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants
and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality
treatment performance of the pond.
Storm Water Pond 40-001 - 2023
Pond 40-001 is located east of Palmer Lake Road. The pond receives runoff from approximately 176 acres of
upstream residential development. This pond was constructed in 2000. The performance of this pond is limited
due to the accumulation of sediment. The proposed work consists of the removal of sediment to restore the
water quality treatment performance of the pond.
Storm Water Pond 17-001 - 2025
Pond 17-001 is located north of 65th Avenue. The pond receives runoff from approximately 85 acres of
upstream residential development. The performance of this pond maybe limited due to the accumulation of
sediment. The proposed work consists of the removal of sediment to restore the water quality treatment
performance of the pond.
Storm Water Pond 41-002 - 2026
Pond 41-002 is located north of Woodbine Lane and west of France Avenue. The pond receives runoff from
approximately 36 acres of upstream residential development. This pond was constructed in 1995. The
performance of this pond is limited due to the accumulation of sediment. The proposed work consists of the
removal of sediment to restore the water quality treatment performance of the pond.
Storm Water Pond 53-001 - 2026
Pond 53-001 is located between Beard Avenue and Zenith Avenue adjacent to 69th Avenue. The pond receives
runoff from approximately 35 acres of upstream residential development. This pond was constructed in 1993.
The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland
plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water
quality treatment performance of the pond.
Storm Water Pond 11-001 - 2028
Pond 11-001 is located near the parking lot at Centerbrook Golf Course. The pond receives runoff from
approximately 33 acres of upstream residential development. This pond was constructed in 2006. The
performance of this pond maybe limited due to the accumulation of sediment. The proposed work consists of the
removal of sediment to restore the water quality treatment performance of the pond.
Project Summaries Page 154
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Storm Water Pond 59-003 - 2029
Pond 59-003 is located north of the parking lot at Brooklyn Center Community Center. The pond receives runoff
from approximately 1.7 acres of upstream parking lot runoff. This pond was constructed in 2001. The
performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants
and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality
treatment performance of the pond.
Storm Water Pond 60-003 - 2029
Pond 60-003 is located south of the parking lot at Brooklyn Center City Hall. The pond receives runoff from
approximately 2.0 acres of upstream parking lot runoff. This pond was constructed in 2001. The performance of
this pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The
proposed work consists of the removal of sediment and vegetation to restore the water quality treatment
performance of the pond.
Storm Water Pond 63-001 - 2029
Pond 63-001 is located north of the parking lot at Brooklyn Center Community Center. The pond receives runoff
from approximately 4.0 acres of upstream street runoff. The performance of this pond maybe limited due to the
accumulation of sediment. The proposed work consists of the removal of sediment to restore the water quality
treatment performance of the pond.
Storm Water Pond 63-002 - 2029
Pond 63-002 is located adjacent to Shingle Creek Parkway. The pond receives runoff from approximately 3.0
acres of upstream street runoff. The performance of this pond is limited due to the accumulation of sediment.
The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment
performance of the pond.
Storm Water Pond 64-001 - 2029
Pond 64-001 is located adjacent to Shingle Creek Parkway. The pond receives runoff from approximately 0.5
acres of upstream runoff but the pond is mostly a part of the larger pond network at the City Hall Complex. The
proposed work consists of the removal of sediment to restore the water quality treatment performance of the
pond.
Storm Water Pond 57-004 - 2030
Pond 57-004 is located north of 69th Avenue with the Palmer Lake Park. The pond receives runoff from
approximately 4.0 acres of upstream street runoff. This pond was constructed in 1999. The performance of this
pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The
proposed work consists of the removal of sediment and vegetation to restore the water quality treatment
performance of the pond.
Storm Water Pond 57-005 - 2030
Pond 57-005 is located adjacent to the west of the public works facility. The pond receives runoff from
approximately 5.0 acres of upstream runoff from the public works yard. This pond was constructed in 1980. The
performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants
and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality
treatment performance of the pond.
Storm Water Pond 70-002 - 2031
Pond 70-002 is located at the intersection of 65th Avenue and Willow Lane. The pond receives runoff from
approximately 3.5 acres of upstream residential runoff. This pond was constructed in 2001. The proposed work
consists of the removal of sediment to restore the water quality treatment performance of the pond.
Shingle Creek Reaeration Project - 2017
The Bass and Shingle Creek Dissolved Oxygen Total Maximum Daily Load (TMDL) identified that dissolved
oxygen is low within Shingle Creek. Actions identified in the TDML were to provide reaeration within the
creek. Partnering with Shingle Creek Watershed Management Commission, the City will construct two
reaeration structures, one at the outlet of Palmer Lake and the second within Centennial Park. The structures will
Project Summaries Page 155
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
be in highly visible locations along public trails and will double as public art pieces with a professional artist
selected to design the structures. The project also includes streambank stabilization and habit enhancement at the
Palmer Lake outlet including interpretive signage.
Opportunity Area Outlet Backflow Preventer Improvements - 2017
The current backflow preventer at Shingle Creek Parkway and John Martin Drive is not fiinctioning. The
backflow preventer needs to be replaced to prevent the water from Shingle Creek flowing back up the storm
water in high water events.
Connections at Shingle Creek Phase 2 - 2019
In 2015-2016 the City partnered with the Shingle Creek Watershed Management Commission and the City of
Brooklyn Park to complete the Connections at Shingle Creek Restoration Project Phase 1 from Brooklyn
Boulevard to Noble Avenue. A Phase 2 planning project from Regent Avenue to Brooklyn Boulevard needs to
be completed to determine the extent of the stabilization required. The City will look into a possible partnership
with the Shingle Creek Watershed Management Commission to help fund this project along with working with
the City of Brooklyn Park.
70th Avenue Storm Sewer Trunk Line Rehabilitation - 2019
Constructed in 1960, the storm sewer from 70th Avenue and Willow Lane to the outlet on the Mississippi River
has deteriorated and needs to be rehabilitated to increase the longevity of the pipe.
61st Avenue and Perry Avenue Storm Sewer Improvement - 2021
The storm sewer at 61st Avenue and Perry Avenue has joint failures and sink holes which are leaking and
causing sediment transfer. The storm sewer will need to be evaluated and rehabilitated.
65th Avenue Trunk Storm Sewer Rehabilitation - 2021
The trunk line along 65th Avenue between Cahlander Park and Shingle Creek is deteriorating. A pipe joint
repair project was completed in the 1990's. The storm sewer will need to be evaluated and rehabilitated.
Park and Trail Improvements
57th Avenue Regional Trail Project (Logan Avenue to Interstate 94) - 2017
Proposed improvements include the conversion of the existing sidewalk to a 10 -foot regional trail along the
south side of 57th Avenue/County Road 57 from Logan Avenue to the Regional Mississippi River Trail.
This is a joint project with the City, Hennepin County and Three Rivers Park District. The Three Rivers
Park District received a federal grant for this project and the park district will fund the remaining portion of
the project. This trail project will be coordinated and is scheduled concurrently with the City's 57th Avenue
mill and overlay project from Humboldt Avenue to the Interstate 94 bridge.
69th Avenue Trail Reconstruction (Shingle Creek Parkway to Dupont Avenue) - 2017
Replace the trail system along 691h Avenue from Shingle Creek Parkway to Dupont Avenue. A nine -foot
wide trail section is proposed including 10 Americans with Disabilities Act (ADA) pedestrian ramps.
Evergreen Park Trail and Parking Lot Improvements — 2017
Replace the bituminous trail within Evergreen Park. An eight -foot wide trail section is proposed. Replace
250 -feet of concrete curb, construct seven new ADA pedestrian ramps and install new bituminous surfaces
within all three of the Evergreen Park parking lots.
Basketball Court Resurfacing (Kylawn, Centennial West and Northport Parks) - 2017
Proposed construction includes removal of the existing basketball courts and resurface with three -inches of
bituminous. This project also includes new basketball standards.
Project Summaries Page 156
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
West River Road Trail Improvements — 2018
Replace the bituminous trail along West River Road from 73rd Avenue to 66th Avenue. A ten -foot wide trail
section is proposed. The status of this project will be reevaluated in 2017, pending possible jurisdictional
transfer of the trail from the City to the Three Rivers Park District as part of their regional West Mississippi
River Trail development.
Bridge Rehabilitation (4 Bridges) - 2018
Proposed bridge rehabilitation including concrete deck sealing, miscellaneous concrete repair and railing
repair/painting to the 69th Avenue bridge, the two Shingle Creek Parkway bridges and the Freeway
Boulevard all spanning Shingle Creek.
Centennial Park East Trail Replacement — 2017
Replace the bituminous trail system within the eastern portion of Centennial Park. All adjacent bituminous
trails east of Shingle Creels and adjacent to the Three Rivers Park District's Shingle Creek Regional Trail
are proposed to be reconstructed to eight -foot wide. The plaza areas are also proposed to be replaced.
Arboretum Trail Replacement - 2018
Proposed replacement of the trail system within the fenced Arboretum area. Remove existing bituminous
and replace with a new eight -foot wide bituminous trail.
Brooklyn Boulevard City Entrance Signs Rehabilitation - 2019
Proposed improvements include painting the existing City entrance signs with miscellaneous structural
repairs, updated lighting and cedar fences surrounding the signs located along Brooklyn Boulevard at the
Minneapolis and Brooklyn Park borders.
Freeway Park Trail Replacement — 2021
Replace the trail system within Freeway Park. An eight -foot wide trail section is proposed. This project will
need to be coordinated with the reorganization of the Mound Cemetery and Freeway Park properties in
consideration of the leased area from the cemetery.
Park Playground Equipment Replacement — 2019 through 2021
Proposed replacement includes replacing park playground equipment over a three year period. A total of 20
parks located within Brooklyn Center contain 21 separate playground equipment areas, 18 that are
maintained by the City and three that are maintained by the adjacent schools. Six playgrounds are
scheduled for replacement each year over the three year period. An assessment of the playground
equipment will need to be completed to determine replacement priority.
Palmer Lake Trail Reconstruction — 2022
Resurface the existing trail system extending around Palmer Lake. This trail was last reconstructed in 2005
with an expected maximum service life of 15 to 20 years due to the soil stability issues within the park area.
Northport Park Trail Replacement - 2023
Replace the trail system within Northport Park. An eight -foot wide trail section is proposed.
Miscellaneous Tennis Court Resurfacing - 2024
Proposed construction includes resurfacing of the tennis courts at Evergreen Park, West Palmer Lake Park,
Northport Park, Grandview Park and Centennial Park.
Park Name Sign Replacement - 2025
This project includes the replacement of all 30 park name signs in all of the City Parks.
Hockey Rink Rehabilitation/Replacements - 2026
Proposed rehabilitation includes resurfacing five existing rinks with other miscellaneous rink repairs. An
assessment of the rink appurtenances will need to be completed to determine replacement needs. The rink
Project Summaries Page 157
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
located at Northport Park will be further evaluated with the Northport Park improvements and master
planning being conducted in connection with the Northport School rehabilitation.
Irrigation Systems Rehabilitation/Replacements - 2026
The City's irrigation systems are located as follows: Evergreen Park, Centennial Park, Northport Park,
Grandview Park, 691h Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway,
53`d Avenue (Bellvue area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed
rehabilitation project includes rehabilitation of the Evergreen Park and the 691h Avenue systems, which
were installed in 1986 and 1989 respectively.
Centennial Park Softball Field Improvements - 2026
The Centennial Park softball fields experience settlement due to the underlying organic soils. Over the
years settlement has occurred approximately one -foot. This is evident in the fact that the light base
foundations within the ball field areas have generally held their original elevations and are higher than the
surrounding ground. Due to the proximity to Shingle Creek and the low lying areas, this settlement causes
increased flooding and drainage issues. The proposed plan includes raising the ball fields one to two -feet
and replacement of any necessary appurtenances including irrigation systems, draintile, fences,
bituminous/concrete trails and other paved areas. A feasibility and geotechnical study will be performed
prior to evaluate options of the flood plain, frequent flooding and continuous ongoing field settlement.
Softball/Baseball Fence Replacement - 2027
Replace the line and outfield fences at West Palmer Lake Park.
69th Avenue Trail Reconstruction — 2027
Replace the trail system along 69th Avenue from Brooklyn Boulevard to West Palmer Lake Drive. A nine -
foot wide trail section is proposed.
Evergreen Park Scoreboard Improvements - 2027
Proposed construction includes installing new scoreboards at the two softball fields, one at baseball field
and replacement of the scoreboard at the soccer/football field.
691h Avenue Landscape Rehabilitation - 2027
Proposed construction would include irrigation updates and replacing the landscape plantings and sod along
691h Avenue from Brooklyn Boulevard to West Palmer Lake Drive.
Park Trail and Parking Lot Lighting Improvements - 2028
Replace trail and parking lot lights with LED fixtures, fiberglass poles, new wire in conduit in the
following parks: Evergreen, Bellvue, Lions, Centennial East and Centennial West. Work would also
include replacing the electrical cabinets in Bellvue and Lions parks.
Centennial Ball Field Scoreboard Replacement - 2029
Proposed construction includes replacement of the two scoreboards at the two softball fields at Centennial
Park (east).
Park Bleacher Replacement - 2031
Replace six 5 -row and seven 3 -row bleachers used in various parks.
Project Summaries Page 158
2017-2031 Capital Improvement
RESOLUTION NO. 2016-202
Brooklyn Boulevard Corridor Project (49tt' Avenue to Bass Lake Road) - 2018
The proposed Brooklyn Boulevard reconstruction/modernization project will improve roadway safety,
enhance traffic operations, reduce access points and provide improved bicycle and pedestrian facilities for a
1.3 -mile segment of the corridor in Brooklyn Center between 49th Avenue and Bass Lake Road (County
Road 10). The project will enhance bicycle and pedestrian travel by adding a trail, improving sidewalks,
transit stops, adding streetscaping and landscaping and improving the functionality of intersections with
modified turn lanes. Several free right turn lanes will be reconfigured to improve sight lines. Overhead
utilities will be moved underground. The City completed the Brooklyn Boulevard Corridor Study in 2013
to guide the reconstruction and redevelopment of this corridor. This project consists of Project Nos. 1, 2, 4,
5, 6 and 6A from the Corridor Study. Brooklyn Boulevard from Bass Lake Road to the southerly City
limits (49th Avenue) is a Hennepin County roadway (County Road 152) under their jurisdiction. Federal
funding through the Surface Transportation Program has been awarded to the City and Hennepin County
for this project and the regional Transportation Improvement Plan is expected to be amended to include this
project. The local partnership and proportions are to be determined in the future but are anticipated to
include Hennepin County funding, Three Rivers Park District funding and City funding.
Azelia Avenue Retaining Wall Replacement - 2018
Replace the retaining walls located at the south end of Azelia Avenue (dead end turnaround location) with
wet cast stone retaining wall.
Lilac Drive Trail Retaining Wall Replacement (South of County Road 57) - 2020
Replace the retaining wall at the Lilac Drive curve just south of County Road 57 at 2121 Lilac Drive with
wet cast stone retaining wall.
Brooklyn Boulevard Corridor Projects 8, 9 and 10 (Bass Lake Road to Interstate 94) - 2021
The proposed Brooklyn Boulevard reconstruction/modernization project will improve roadway safety,
enhance traffic operations, reduce access points and provide improved bicycle and pedestrian facilities for a
0.8 -mile segment of the corridor in Brooklyn Center between Bass Lake Road (County Road 10) and
Interstate 94. The project will enhance bicycle and pedestrian travel by adding a trail, improving sidewalks,
transit stops, adding streetscaping and landscaping and improving the functionality of intersections with
modified turn lanes and access control throughout the corridor. Overhead utilities will be moved
underground. The City completed the Brooklyn Boulevard Corridor Study in 2013 to guide the
reconstruction and redevelopment of this corridor. This project consists of Project Nos. 8, 9 and 10 from
the Corridor Study. The funding partnership and proportions are to be determined in the future but are
anticipated to include federal funding, Hennepin County funding, Three Rivers Park District funding and
City funding.
TH 252/66"" Avenue Interchange and 701t' Avenue Pedestrian Overpass - 2021
The proposed interchange and overpass project will improve roadway safety, enhance traffic operations,
reduce access points and provide improved bicycle and pedestrian facilities, converting the southerly
portion of TH 252 to a freeway. The City completed the TH 252 Feasibility Study in 2016 to guide
converting this corridor to a freeway. The funding partnership and proportions are to be determined in the
future but are anticipated to include federal funding, City funding and other regional legislative funding.
Retaining Wall Replacements (Miscellaneous Locations) - 2029
Replacement of miscellaneous retaining walls at numerous locations within the City's right-of-way
(Brooklyn Boulevard, Dupont Avenue, 57th Avenue and 69th Avenue). A full evaluation will be performed
subsequently.
Project Summaries Page 159
2017-2031 Capital Improvement