HomeMy WebLinkAbout2017-28092017 -2809
Anoka County Contract No. C0005866
JOINT POWERS AGREEMENT
FOR RECONSTRUCTION OF COUNTY STATE AID HIGHWAY 2 (40TH AVE NE)
BETWEEN TH 65 AND RESERVOIR BOULEVARD
IN THE CITY OF COLUMBIA HEIGHTS, MN
(SAP 002 - 602 -012)
THIS AGREEMENT is made and entered into this day of , 2017 by and
between the County of Anoka, a political subdivision of the State of Minnesota, 2100 Third Avenue,
Anoka, Minnesota 55303, hereinafter referred to as "County ", and the City of Columbia Heights, 590
40'' Avenue NE, Columbia Heights, MN 55421, hereinafter referred to as "City ".
WITNES SETH
WHEREAS, the parties to this agreement agree it is in the best interest of the traveling public to
reconstruct County State Aid Highway 2 (CSAH 2) /40th Ave NE between TH 65 and Reservoir
Boulevard and,
WHEREAS, said parties mutually agree that County State Aid Highway 2 (CSAH 2)/40'1 Ave
NE is in need of reconstruction and storm sewer system improvements; and,
WHEREAS, the City has prepared preliminary design plans for the reconstruction and storm
sewer improvements of CSAH 2 in accordance with Anoka County and the Minnesota Department of
Transportation standards to a staff approved layout condition; and,
WHEREAS, Anoka County has jurisdiction over CSAH 2 between TH 65 and Reservoir
Boulevard and,
WHEREAS, the parties agree that it is in their best interest that the cost of said project be shared;
and,
WHEREAS, Minn. Stat. § 471.59 authorizes political subdivisions of the state to enter into joint
powers agreements for the joint exercise of powers common to each.
NOW, THEREFORE, IT IS MUTUALLY STIPULATED AND AGREED:
PURPOSE
The parties have joined together for the purpose of reconstructing CSAH 2 beginning 58 feet east
of the centerline of TH 65 to 650 feet east of the centerline of TH 65, installing new storm sewer and
drainage structures from 60 feet east of the centerline of TH 65 to 600 feet east of TH 65 on CSAH 2,
and mill and overlay CSAH 2 between 650 feet east of TH 65 to Reservoir Boulevard as described in the
preliminary design plans. The County project number for the reconstruction is SAP 002 - 602 -012, the
City project numbers are SAP 113- 020 -006. Said engineering plans are filed in the office of the City of
Columbia Heights Public Works Department and the Anoka County Highway Department and
incorporated herein by reference.
The parties to this Joint Powers Agreement (JPA) agree in principle that construction of County State
Aid Project No. 002 - 602 -012 from 58' east of Th 65 to Reservoir Boulevard is in the best interest of the
traveling public and that the Preliminary Layout as shown in Exhibit "A" defines the preliminary design
of the Project.
It is agreed that the Exhibit "A" Layout dated June 29, 2017 has been reviewed and accepted by the
parties and is suitable for preparation of final construction documents. Any significant changes made
hereafter to the design as presented in the Exhibit "A" Layout will require approval by the parties as an
amendment to this JPA. These same changes will require a change in the cost share to include any
additional design engineering costs that may occur.
II. METHOD
The County shall cause the construction of Anoka County Project SAP 002 - 602 -012, City
project number SAP 113 - 020 -006, in conformance with proposed engineering plans and specifications.
IMPROVEMENTS
It is agreed by the parties that in 2017 CSAH 2 is to be rehabilitated 58 feet east of the centerline of TH
65 to Reservoir Boulevard. Storm sewer and drainage structures will be replaced on the south side of the
roadway in this segment. New storm sewer and drainage structures will be placed on the north side of the
roadway in this segment. The roadway will be reconstructed from 58 feet east of the centerline of TH 65
to 650 feet east of the centerline of TH 65, and will be milled and overlayed from 650 feet east of the
centerline of TH 65 to Reservoir Boulevard, to the extent shown in "Exhibit A ". Improvements include
but are not limited to: reconstruction of pedestrian ramps, curb and gutter repairs, drainage structure
replacement, sidewalk, pavement construction and pavement mill and overlay. The costs of these
improvements have been estimated for this agreement and will be finalized after bids have been received.
These costs will be shared by the County and the City.
RIGHT OF WAY:
The parties agree that adequate right -of -way and easements exist for the Project. Acquisition of any
additional right -of -way and/or easements needed for improvements to the City sidewalk and storm
sewer beyond what is defined in the Exhibit "A" Layout will be the responsibility of the City. It is
agreed by the parties that all necessary right of way and easements will be in legal possession of the
County prior to acceptance of bids for the project. Any City owned property or easements required for
the construction will be conveyed to the County at no cost.
TRAFFIC SIGNALS:
There are no changes to the MnDOT owned traffic signal at TH 65 and CSAH 2. Replacements of loop
dectectors and traffic system handholes are included to facilitate the roadway improvements.
DRAINAGE:
The City shall pay the cost of the storm sewer system, including their outlet structures. The City portion
of the cost is based on the new storm sewer system to Labelle Pond on the north side of CSAH 2. The
County shall pay the cost to replace the existing system on the south side of CSAH 2.
2
SIDEWALK:
The parties agree that per the standard Cost Share Policy the replacement walk shall coincide with the
storm sewer improvements. New pedestrian ramps will be constructed at the intersections to comply
with ADA standards. The City will contribute all funds for any new sidewalk construction and the
County will be responsible for the cost of any existing sidewalk replacement.
The parties understand that the cost for the sidewalk includes: concrete surfacing, aggregate base,
excavation (including muck excavation), borrow material (granular and topsoil), turf establishment,
design of the sidewalk, the temporary easements required to construct the sidewalk at the proper
location, and any removal items required to construct the sidewalk.
TRAFFIC CONTROL:
The parties understand and agree that CSAH 2 will be closed to thru traffic from TH 65 to 650 feet east
of TH 65, and will have one EB lane and one WB lane open to thru traffic on the remainder of CSAH 2
during construction, and will always be open to emergency vehicles. The parties agree and understand
the cost share for traffic control for storm sewer improvements shall be a prorated share based on the
Storm Sewer Improvement costs only.Traffic control for the road rehabilitation shall be the County cost.
DRIVEWAYS:
The parties agree that all driveways affected by the Project will be reconstructed in kind with the cost of
any upgrades requested by the City, including concrete aprons, to be the sole responsibility of the City.
LANDS CAPING /STREETSCAPING:
The parties agree that if the City wishes to include landscaping, streetscape features or street lighting in
the project, they shall be designed in accordance with Anoka County Highway Department
Landscape /Streetscape Guidelines. The City shall supply the signed plan sheets and specifications for the
proposed landscape / streetscape. The total cost of the design as well as the construction cost will be at the
expense of the City. All construction documents must be submitted to the County by June 30, 2017 for
review. Maintenance of any landscaping /streetscaping will be the sole responsibility of the City.
UTILITIES:
The parties agree that the Exhibit "A" Layout does not include specific proposed utility locations. The
City will be responsible for the design of any sanitary sewer and water main improvements and/or
relocations due to road reconstruction, which will be incorporated into the project bid documents. The
cost of the design of these features shall be the responsibility of the City. The cost of construction of these
features shall be the responsibility of the City. The cost of construction of these features solely due to
road reconstruction shall be the responsibility of the City. The City's design of the sanitary sewer and
water main utilities are to include signed plans, specifications, and estimated quantities and cost. All
construction documents must be submitted to the County by June 30, 2017 for review.
PERMITS:
The parties agree that the City will secure all necessary permits for this Project. The County agrees to
coordinate with the City in securing the permits required by the Mississippi WMO, County permits, as
well as any other permits that may be required. The City also requests that the County inform the City
of any County regulations that affect construction at the time of the signing of this JPA. (e.g. setbacks,
tree clearing, or any other county regulations.)
III. COSTS
The contract costs of the work, or if the work is not contracted, the cost of all labor, materials,
normal engineering costs and equipment rental required to complete the work, shall constitute the actual
"construction costs" and shall be so referred to herein. "Estimated costs" are good faith projections of the
costs, which will be incurred for this project. Actual costs will vary and those will be the costs for which
the relevant parties will be responsible.
The estimated construction cost of the total project is $855,250.
The total estimated construction cost to the County is $487,652.
The County participation in construction engineering will be at a rate of eight percent (8 %) of
their designated construction share of $487,652. The estimated cost to the County for construction
engineering is $39,012. In summary, the total County share of this project is $526,664. (includes
construction and construction engineering costs).
Upon award of the contract, the County shall pay to the City, upon written request by the City,
ninety -five percent (95 %) of its portion of the cost of the project estimated at $500,330. Prior to billing,
this estimate will be updated by the City to reflect the actual bid prices as awarded. An updated cost
estimate shall be provided to the County at the time of billing. The County's share of the cost of the
project shall include only construction and construction engineering expense and does not include
engineering design and administrative expenses incurred by the City.
Upon final completion of the project, the County's share of the construction cost will be based upon actual
construction costs. If necessary, adjustments to the initial ninety -five percent (95 %) charged will be made
in the form of credit or additional charges to the County's share. Also, the remaining five percent (5 %) of
the County's portion of the construction costs shall be paid.
IV. TERM
This Agreement shall continue until terminated as provided hereinafter.
V. DISBURSEMENT OF FUNDS
All funds disbursed by the County or City pursuant to this Agreement shall be disbursed by each
entity pursuant to the method provided by law.
VI. CONTRACTS AND PURCHASES
All contracts let and purchases made pursuant to this Agreement shall be made by the City in
conformance to the State laws.
4
VII. STRICT ACCOUNTABILITY
A strict accounting shall be made of all funds and report of all receipts and shall be made upon request by
either party. Prior to County payment to the City, Anoka County shall provide the County a copy of all
cost participation documents submitted to MnDOT State Aid to assist the County in their application for
CSAH funding.
VIII. TERMINATION
This Agreement may be terminated by either party at any time, with or without cause, upon not
less than thirty (30) days written notice delivered by mail or in person to the other parry. If notice is
delivered by mail, it shall be deemed to be received two days after mailing. Such termination shall not
be effective with respect to any solicitation of bids or any purchases of services or goods which occurred
prior to such notice of termination. The County shall pay its pro rata share of costs which the City
incurred prior to such notice of termination.
IX. MAINTENANCE
A. Maintenance of the completed storm sewer (except catch basins and catch basin leads) and
detention basins (including ponds and their outlet structures and grit chambers /collectors) shall
be the sole obligation of the City.
B. Maintenance of the south storm sewer shall be the sole obligation of the County.
C. Maintenance of all sidewalks, including snow plowing, shall be the sole responsibility of
the City.
D. Maintenance of crosswalk pavement markings on City streets shall be the responsibility of the
City. The City will be responsible for all crosswalk pavement markings for the crossings at all
city streets.
E. Maintenance of streetlights and cost of electrical power to the streetlights shall be the sole
obligation of the City.
XI. NOTICE
For purposes of delivery of any notices herein, the notice shall be effective if delivered to the
County Administrator of Anoka County, 2100 Third Avenue, Anoka, Minnesota 55303, on behalf of the
County, and to the City Manager of City of Columbia Heights, 590 40"' Avenue NE, Columbia Heights,
MN 55421, on behalf of the City.
XII. INDEMNIFICATION
The City and County mutually agree to indemnify and hold harmless each other from any claims,
losses, costs, expenses or damages resulting from the acts or omissions of the respective officers, agents,
or employees relating to activities conducted by either party under this Agreement.
XIII. ENTIRE AGREEMENT REQUIREMENT OF A WRITING
It is understood and agreed that the entire agreement of the parties is contained herein and that
this Agreement supersedes all oral agreements and all negotiations between the parties relating to the
subject matter thereof, as well as any previous agreement presently in effect between the parties to the
subject matter thereof. Any alterations, variations, or modifications of the provisions of this Agreement
shall be valid only, when they have been reduced to writing and duly signed by the parties.
9
IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands on the
dates written below.
COUNTY OF�ANOKA
By:
'Rhonda Sivarajah, Chair
Board of Commissioners
Dated:
ATTEST
Jerry Som�rt/
County Administrator
Dated: Z� CJ
RECOMMENDED FOR APPROVAL
By:
s 4W. Fisc E.
Couky Engineer
Dated:
AS TO FORM
By:
Dan Klint
Assistant County Attorney
Dated: k- 1iQ"/7
CITY OF *NOKOr COL-Ut &A HEtCtiTS
Donna Schmitt
Mayor 1
Dated: < )a+ /
:
B Y
Walter Fehst
City Manager
Dated: y I )- \ I ( 7
Dated:
Dated: �- -x_3—/7
6�
7
;er
Fg n
�z
V1 ¢a
O_ F F O V F NS6 jupi
c¢i w o 'a s E.
wa N
li iai w �° zW z�� e�
W - 6 N f yi 5� p ° U
to ~`nJ WpG O zk'z aa�zzN°
z° Ys
Z Fvzi X o p°Fao w r UUoa 3 u ��G z6F
Z~=zm ivwi v _zu rz r�3 �i mini
- i z Z
21 W, a
Na G �m °
N opua °oa¢a �- 4 °a °c°�i
r Z <
f�Or S¢;
//Zr�
CJ
W
a
W
m_
O
IIU
LL-
O
U
Z
W
0
W
J
0
LL-
0
F-
u
N7D N
L�L
z
0
0
mm' - z
m
w � JJo�wo
\
�'yooga'y�'�NN v � boa 8°nn oNN
o yam nm u Q � aim nm v�
o Wo 0 0
w U alw
F�LLw
wlc Q °o Wlo
° o u
0 m o0
as $ a o
_ a LyJ Z w�
�v NN NN F ¢ww
w o� gJ
zu
orc11Jaz - x oLLMiw 6z I
PH
Q ^JwzLL`..'b�W W ?w afw a'�d000
00
�w¢op N
�< _
ci cmimo °oo ��
.. mddn LLZZ n �mmmwad°Oz
r
z
Q
w
°o
N
% oo
d7
�
o
c I z
I
=
lY
- s
O
�
�NW
Z O .5QOZZ w'22Ww < po0
Q O w rc.
gov
z
rh°
Q
o p
O N
w° r F o
C7 �I oaQa wwsw ow ¢zy
,n m y
°wmW
O
U
3
Y g 4
31V"{M1'
C7
m
�3z�zs� �zzlaa' Qa< �d
D) z ✓r ° s� WFa
01 o OZW¢w<
Ln
U
U
P C)
I
z
J
O
�3d�U
m
z
b
- Oya Qo-
pmm 333w uumom °R'k'ur,umm�u °uwN
- KiWi.W
° m # "Zc
No
S N
w
4
W
W
=
o-
�W
<
°M
O >
Z O cn
o
N
�� u
,
w1.
d
S
�
m - W
W v
LJ >
O>
�a
�<
Do =
N
N�
CD z F-
O
=w
M W Z
w
O
o
;G
W
U (n U
¢ a
w
Q
w
F w
r
w
J 0 U
U
O
n
(-) C/) J
� O
W Co N
U7 o C)
Q Z O
F C
OI
Q�
L
a
o
z �ozz
O
O �
O
U U
NO d
Z Q Q
Q (n
U I--
x-
W m
mm' - z
m
w � JJo�wo
\
�'yooga'y�'�NN v � boa 8°nn oNN
o yam nm u Q � aim nm v�
o Wo 0 0
w U alw
F�LLw
wlc Q °o Wlo
° o u
0 m o0
as $ a o
_ a LyJ Z w�
�v NN NN F ¢ww
w o� gJ
zu
orc11Jaz - x oLLMiw 6z I
PH
Q ^JwzLL`..'b�W W ?w afw a'�d000
00
�w¢op N
�< _
ci cmimo °oo ��
.. mddn LLZZ n �mmmwad°Oz
r
O
U
N
% oo
NI
I
Ip
la
c I z
I
=
lY
- s
O
I
�NW
Z O .5QOZZ w'22Ww < po0
Q O w rc.
gov
z
rh°
wZm
W °° z
waQw
N
O N
w° r F o
C7 �I oaQa wwsw ow ¢zy
,n m y
°wmW
O
U
3
Y g 4
31V"{M1'
tt
rcQQa
°¢
YWo
aza
�3z�zs� �zzlaa' Qa< �d
D) z ✓r ° s� WFa
01 o OZW¢w<
_ 2
W
owww����
i }mz
r,zS NiJ' uz-i
R.
W m �UizKw Oww F..
2 J p °wLL3i(w,
Q¢2 w�pt -w� m 33W6QN Z
S¢}Qm7ZZwJ¢WOO�
OW ° 8 w
FEU W y 0 m
O
�3d�U
Qw� ¢U
b
- Oya Qo-
pmm 333w uumom °R'k'ur,umm�u °uwN
- KiWi.W
° m # "Zc
�^
wwyzj2K~<B�Q
zar�°
333vru
4
° "Ea °d
XEI
�
¢
m}
Z z
O �O
Q
U oy
O �-z
U Q
U
W
0
O
a_
d am
lo
a� °mW tt3F
o
O
U
W
°
I Wsm
�I
Z w
° Jpm 2
=
lY
z
O
Ow
�NW
Z O .5QOZZ w'22Ww < po0
Q O w rc.
z
rh°
wZm
W °° z
waQw
N
O N
w° r F o
C7 �I oaQa wwsw ow ¢zy
,n m y
°wmW
O
U
3
Y g 4
31V"{M1'
tt
rcQQa
°¢
YWo
aza
�3z�zs� �zzlaa' Qa< �d
D) z ✓r ° s� WFa
01 o OZW¢w<
_ 2
W
owww����
i }mz
r,zS NiJ' uz-i
) F w
Nal��
W m �UizKw Oww F..
2 J p °wLL3i(w,
Q¢2 w�pt -w� m 33W6QN Z
S¢}Qm7ZZwJ¢WOO�
OW ° 8 w
FEU W y 0 m
O
�3d�U
Qw� ¢U
IUF QwLLZwW J Q
Z mro
- Oya Qo-
pmm 333w uumom °R'k'ur,umm�u °uwN
- KiWi.W
° m # "Zc
p
wwyzj2K~<B�Q
zar�°
333vru
= U�=�¢ °��w
m �GNN ¢ _
XEI
�
j l
Llio- 7) e
a
I
m
o � o
U I
O w
� N
a
o>
zJ
(ONa K
I o�E
N
M V N J
oz E
-O0
1 a � oo
VI(/jw j
Nm
o Q
r
Z
rO
W
V
J
O
U
EXHIBIT B
STATEMENT OF ESTIMATED QUANTITIES
Remove concrete curb and putter
e
-=
®
- handhole
e
= -
e
-
e
1. Watemain D.I.P. CL-52
e
eStructure.
e
-
e
e
e
-
e
e
Concrete curb and 2utter ADA
e
MgidPVCLoo,[)alctor
Stom drain inlet pnotaction
CSAH 2 (40th Avenue) Storm Sewer Reconstruction
Street Reconstruction - TH 65 (Central Avenue) to 650' East
Street M01 and Overlay - 650' East of TH 65 to Reservoir Blvd
Ne.
Item Description
Unit
Total
Quantity
Unit
Price
Total
Amount
STORM
SEWER
STREET CONSTRUCTION
SOUTH (Anoka County) I
NORTH (Columbia Heights)
CSAH 2 (40th Avenue)
TH65 Central to LabellOPmd
CSAH 2 (40th Avenue)
TH65 Central to Labaaa Pand
ANOKACOUNTY
COLUMBIA HEIGHTS
cinm it
Amount
Quantity
Amount
Quantity
Amount
Quanlit
Amount
1
Mobilintion
Lum Sum
1.00
$30,000.00
$30.000.00
0.25
$7,417.95
0.35
$10,598.85
0.32
$9,687.62
Mall
$2,295.58
2
Clearing
Each
2
$400.00
$800.00
2
$800400
3
Grubbing
Each
2
$100.00
$200.00
2
$200.00
4
Repave concrete curb and utter
Lin. Ft.
1,440
$6.50
$9,360.00
523
$3.399.50
627
$4.075.50
290
$1,8&5.00
5
Remove water main
Lin. Ft.
30
$10.00
$300.00
$0.00
30
$300.00
6
Remove hydrant lead Including ate valve and box
Lin. Ft.
12
$10.00
$120.00
$0.00
12
$120.00
7
Remove sewer
Lin. Ft.
665
$15.00
$9,975.00
635
$9,525.00
30
$450.00
8
Remove manhole to
Lin. Ft.
5.2
$50,00
$260.00
5.2
$260.00
9
Remove concrete walk
S.Ft.
6.643
$2.00
$13.286.00
2,506
$5,012.00
3,667
$7,334.00
470
$940.00
10
Remove concrete drivewa /a non
S . FL
1,526
$4.00
$6,104.00
639
$2,556400
887
$3,548.00
11
Remove concrete slreettalle
. FL
231
$6.00
$1,386.00
150
$900.00
81
$486.00
12
Remove bituminous pavement, 9" depth
S . Yd.
3,293
$11.00
$36,223.00
608
$6.688.00
688
$7,568.00
1,997
$21,967.00
13
Remove bituminous riveway
Sq. Yd.
140 1
$6.00
$840.00
29
$174.00
111
$666.00
14
Repave riprap
Cu. Yd.
5
$200.00
$1,000.00
5
$1,000.00
15
Remove catch basin/Manhole
Each
17
$600.00
$10,200.00
12
$7,200.00
5
$3,000.00
16
Remove handhole
Each
2
$300.00
$600.00
2
$600.00
17
Sawin g concrete Full depth)
Lin. Ft.
231
$5.00
$1,165.00
75
$375.00
156
$780.00
18
Sawing bituminous Futi depth)
Lin. Ft.
996
$3.00
$2,988.00
411
$1,233.00
585
$1,755.00
19
Selvage MH or CB Casting
Each
22
$300.00
$6,600.00
8
$2,400.00
14
$4,200.00
20
Salve e hvdmnt
Each
1
$300.00
$300.00
1
$300400
21
Abandoned pipe sewer
Each
2
$800.00
$1,600.00
2
$1,600.00
22
Common excavation, CV -P
Cu. Yd.
3,153
$20.00
$63.060.00
732
$14,640.00
1,055
$21,100.00
1,366
$27,320.00
23
Subgrade correction. CV 19 needed
Cu. Yd.
699
$20.00
$13,980.00
208
$4.160.00
264
$5,280,00
227
$4,540.00
24
Select granular borrow
Ton
303
$20.00 1
$6.060.00
133
$2,660.00
170
$3.400.00
25
Granular foundation 3/8 "tot -1/2 "rock
Ton
355
$25.00
$8,875.00
156
$3,900.00
199
$4,975.00
26
Dewaterin
Lump Sum
1
$3,000.00
$3,000.00
065
$1,500.00
0.5
$1,500.00
27
Geotextila fabric d needed
. Yd.
4,182
$2.00
$8.364.00
622
$1,244.00
688
$1,376.00
2,872
$5,744.00
28
A re ate base classy CV
Ton
4,156
$20.00
$83,160.00
1,037
$20,740.00
1,191
$23820.00
1,930
$38,600.00
29
Bilurrinous special. 8" depth
. Yd.
100
$90.00
$9,000.00
100
$9,000.00
30
Bituminous patch a W. 3" depth
. Yd.
140
$30.00
$4,200.00
29
$870.00
23
$690.00
88
$2,640.00
31
Mill bituminous pavement. 3" de th
. Yd.
5.944
$200
$11.888.00
5,944
$11.888.00
32
Drill & rout reinforcement bar (Epoxy coated
Each
24
$23.00
$552.00
10
$230.00
6
$138400
8
$184.00
33
Bituminous material for tack coat
Gallon
865
$3.00
$2,595.00
61
$183.00
69
$207.00
735
$2,205.00
34
T SP 12.5 non -wean course mixture 3,0
Ton
544
$70.00
$38.080.00
100
$7,000.00
114
$7,980.00
330
$23,100.00
35
Type SP 12.5 wearing course mixture (3,E)
Ton
1,554
$70.00
$108.780.00
100
$7,000.00
114
$7,980.00
1,340
$93,800.00
36
6" PVC sewer pip,
Lin. Ft.
40
$20.00
$800.00
40
$800.00
37
8"PVC sewer pim
Lin. Ft.
42
$30.00
$1,260.00
42
$1,260,00
38
18" HP pip, sewer
Lin. Ft.
57
$50.00
$2,850.00
1
57
$2,850.00
39
24" HP pip, sewer
Lin. Ft.
221
$60.00
$13,260.00
173
$10,380.00
48
40
36" HP sewer
Lin. Ft.
808
$80.00
$64,640.00
321
$25,680.00
487
41
36" RC Pi Sewer CL -V
Lin. Ft.
90
$80.00
$7,200.00
90
$7,200.00
42
Install 36" Concrete A on
Each
1
$3,000.00
$3,000.00
1
$3,000.00
H$38,960.00
43
Ductile Iron Fitlin s
Lb
1,390
$4.00
$5,560.00
1,390
44
6" Gale valve and box, includi h rant valve
Each
1
$2,000.00
$2,000.00
1
45
H rant
Each
1
$5,000.00
$5,000.00
1
46
Watermain Offset
Each
2
$1,000.00
$2,000.00
2
47
6" Watermain D.I.P. OL-62
Lin. FL
27
$60.00
$1,620.00
27
$1,620.00
48
8" Watermain D.I.P. CL -52
LIn. Ft.
30
$65.00
$1,950.00
30
$1,950.00
49
Construct Drainage Structure, Design C -1
Each
6
$3,000.00
$18 000.00
5
$15,000.00
1
$3,000.00
50
Construct Drainage Structure, Design E -1
Each
4
$4,000.00
$16.000.00
1
$4,000.00
3
$12.000.00
51
Construct Drainage Structure, Desi n X
Each
1
$1,800.00
$1,800.00
1
$1,800.00
52
Construct Drainage SWCture Design Y
Each
2
$2,400.00
$4,800.00
2
$4800.00
53
Cason Assembly, Neenah R -1733
Each
10
$750.00
$7,600.00
10
$7,500.00
54
Cason AssemG ,Neenah R- 17280001 -2
Each
1
$750.00
$750.00
1
$750.00
55
Random ri ra CI -II
Cu, Yd,
5
$250.00
$1250.00
5
$1250.00
56
4" Concrete walk
S . Ft.
6.438
$6.00
$38.628.00
2,363
$14,178.00
4,075
$24,450.00
57
Concrete walk ADA
S. Ft.
708
$7.00
$4,956.00
133
$931.00
87
$609.00
488
$3,416.00
58
Concrete curb and utter Design B618
Lin. Ft.
1,118
$15.00
$16,770.00
559
$8,385.00
559
$8,385.00
59
Concrete curb and utter Design 5512
Lin. FL
182
$15.00
$2,730.00
182
$2.730.00
80
Concrete curb and utter ADA
Lin, Ft.
189
$17.00
$3,213.00
19
$323.00
15
$255.00
155
$2,635.00
61
6" Concrete drivewa /a ron
. Fl.
1,692
$8.00
$13,536.00
639
$5,112.00
1,053
$8,424.00
62
8" Concrete streettalle
S . Ft.
386
$10.00
$3,860.00
150
$1,500.00
236
$2,360.00
fi3
8 "Colored Concrete crosswalk
S. Ft.
157
$ 12.00
$1,884.00
157
$1,884.00
64
Truncated domes
.Ft.
108
$55.00
$5,940.00
12
$660.00
12
$660.00
84
$4,620.00
65
TrafS -enrol
Lumv sum
1.00
$5,000.00
$5,000.00
025
$1,236.33
0.35
$1,766.47
0.32
$1,614.60
0.08
$382.60
66
Install handhole
Each
2
$750.00
$1,500.00
1
$750.00
1
$750.00
67
Rigid PVC Loop Detector, 6k 6'
Each
10
$4,000.00
$40,000.00
5
$20,000.00
5
$20,000.00
68
Splice Loo Detector
Each
10
$1,000.00
$10,000.00
5
$5,000.00
5
$5,000.00
69
21C #14 Loop lead -in
Lin. Fl.
766
$10.00
$7,560.00
378
$3,780.00
378
$3,780.00
'
70
Sill Fence
Lin. Ft.
250
$10400
$2,500.00
250
$2,500.00
71
Storm drain inlet protection
Each
10
$150.00
$1,500.00
5
$750.00
5
$750.00
72
Sad (type Lawn with topsoil
S . Yd.
403
$15.00
$6,045.00
197
$2,955.00
91
$1.365.00
115
$1,725.00
73
Pavement M Arrow Preformed tape gr in
Each
2
$240.00
$480.00
2
$480.00
74
Pavement Mss Lt Arrow Preformed Laos gr in
Each
2
$240.00
$480.00
2
$480.00
75
Pavement M (RI: Arrow Preformed tape gr in
Each
1 2
$240.00
$480.00
2
$480.00
76
4" Solid line while - Epoxy
Lin. Ft.
1 3,355
$1.00
$3,355.00
760
$760.00
760
$760.00
11835
$1,835600
77
4" Broken line white - E x
Lin. Ft.
40
$1.00
$40.00
20
$20.00
20
$20.00
78
4" Double solid line yellow - Epoxy
Lin. Ft.
373
$2.00
$746.00
373
$746.00
79
4" Broken line yellow - Epoxy
Lin. Ft.
250
$1.00
$250.00
50
$50.00
200
$200.00
80
4" Solid line ellow- Epoxy
Lin. FL
533
$1600
$533.00
533
$533.00
81
8" Solid line while - Epoxy
LIn. FL
127
$2.00
$254.00
127
$254.00
82
24' Solid line white - Preformed tape or in
Lin. FL
60
$40.00
$2.400.00
60
$2,400,00
83
Crosswalk- Preformed tape gr in
Lin. Ft.
612
$40.00
$24,480.00
612
$24,480.00
TOTAL PROJECT $855,251.00
5211 473.78
5302155.82
$276,178.22
$65 443.17
EXHIBIT "C"
COST - SHARING AGREEMENT
FOR PROJECTS CONSTRUCTED IN ANOKA COUNTY
USING COUNTY STATE AID FUNDS OR LOCAL TAX LEVY DOLLARS
ITEMS COUNTY SHARE CITY SHARE
Concrete Curb & Gutter 50% 50%
Concrete Curb & Gutter for Median Construction 100% 0%
Concrete Median 100% V
Concrete Sidewalk 0% 100%
Concrete Sidewalk Replacement 100% 0%
Bikeways 0% 100%
Bikeway Replacement 100 %, 0%
Unless existing trail not placed at edge of R/W
Construction or Adjustment of Local Utilities 0% 100%
Grading, Base and Bituminous 100% 0%
Storm Sewer based on state aid letter *2 based on state aid letter *2
Driveway Upgrades 100 %, in -kind 100 %, of up- grades
Traffic Signals, new & replacements (communities larger than 5,000) Y2 the cost of its the cost of its legs of
w/ State Aid approved SJR legs of the intersection the intersection plus 1/2
the cost of the County legs
of the intersection
Traffic Signals, new & replacements (communities less than 5,000) 100% 0%
w/ State Aid approved SJR
Traffic Signal, w/o State Aid approved SJR 0% 100%
EVP 0% 100%
Engineering Services *3 *3
Right -of -Way 100 %*4 0%
Street Lights 0% 100%
Noise Walls 100 % *5 0 %R5
*1 The County pays for 100% of Standard Median Design such as plain concrete. If a local unit of government requests decorative
median such as brick, stamped concrete, or landscaping, the local unit will pay the additional cost above the cost of standard
median.
*2 In the event no State Aid is being used, or in the event the state aid letter does not determine cost split percentages, drainage cost
shares will be computed by the proportion of contributing flow outside the County right of way to the total contributing flow.
*3 Engineering shall be paid by the Lead Agency except that any participating agency will pay construction engineering in the amount
of 8% of the construction costs paid by that agency.
*4 In the event that the Township or City requests purchase of right -of -way in excess of those right -of -ways required by County
construction, the Township or City participates to the extent an agreement can be reached in these properties. For instance, a
Township or City may request a sidewalk be constructed alongside a County roadway which would require additional right -of -way, in
which case the Township or City may pay for that portion of the right -of -way. Acquisition of right -of -way for new alignments shall be
the responsibility of the Township or City in which the alignment is located. This provision may be waived by agreement with the
County Board if the roadway replaces an existing alignment and the local unit of government takes jurisdiction of that existing
alignment. In addition, any costs, including right -of -way costs, incurred by the County because a Township or City did not acquire
sufficient right -of -way during the platting process or redevelopment process as requested by the County shall be paid by the
Township or City.
*5 If previously notified, the City shall be responsible for future noise wall maintenance. Notification includes any letter to the agency
indicating that noise will potentially be an issue in the future, likely received during the Plat Review Process. The County shall pay
100% of Standard Noise Wall Cost. If a local agency requests decorative noise walls, then the requesting agency will pay the
additional cost above the cost of standard noise wall. Furthermore, should an agency request a noise wall to be built where not
required by the applicable federal or state standard, the entire cost of the wall shall be borne by the requesting agency.
W