HomeMy WebLinkAbout2020-036 Council Resolution•
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CITY OF LINO LAKES
RESOLUTION NO. 20-36
APPROVING THE JOINT POWERS AGREEMENT WITH ANOKA COUNTY
FOR THE RECONSTRUCTION OF CSAH 34 (BIRCH STREET) FROM HOKAH
DRIVE TO 550 FEET EAST OF WEST SHADOW LAKE DRIVE
(SAP-002-634-003, SAP 210-020-010)
WHEREAS, Anoka County and the City of Lino Lakes find that it is in the best interest
of the traveling public to reconstruct County State Aid Highway 34 (Birch Street) from
Hokah Drive to 550 feet east of West Shadow Lake Drive; and,
WHEREAS, said parties mutually agree that CSAH 34 needs to be reconstructed; and,
WHEREAS, the County has prepared preliminary design plans for the reconstruction of
CSAH 34 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 34; and
WHEREAS, the parties agree that it is in their best interest that the cost of the 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 BE IT RESOLVED by The City Council of The City of Lino
Lakes approves the Joint Powers Agreement with Anoka County for the reconstruction of
CSAH 34 (Birch Street) from Hokah Drive to 550 feet east of West Shadow Lake Drive.
Adopted by the Council of the City of Lino Lakes this 13th day of April, 2020.
The motion for the adoption of the foregoing resolution was introduced by Council
Member CavegAand was duly seconded by Council Member Lyden and upon vote being
taken thereon, the following voted in favor thereof: Cavegn, Lyden, Stoesz, Ruhland,
Rafferty
The following voted against same:
None
AT I EST:
e Bartell, C C
♦
Ro at /1%* fferty, M yor
CITY COUNCIL
AGENDA ITEM 6D
STAFF ORIGINATOR: Michael Grochala, Community Development Director
MEETING DATE: April 13, 2020
TOPIC: Consider Resolution No. 20-36 Approving the Joint Powers
Agreement with Anoka County for the Reconstruction of Birch
Street from Hokah Drive to Old Birch Street
VOTE REQUIRED: 3/5 Vote Required
INTRODUCTION
Staff is requesting approval of the Joint Powers Agreement (JPA) between the City of Lino
Lakes and Anoka County to facilitate the reconstruction of Birch Street in 2021.
BACKGROUND
Anoka County is proposing to reconstruct Birch Street from Hokah Drive to Old Birch Street in
2021. The improvements includes construction of roundabouts at Tomahawk Trail and West
Shadow Lake Drive, storm water quality improvements, utility and pedestrian trail
improvements and appurtenant work. The estimate construction cost of the project is
$4,269,398.00. The City's estimated share of the construction is $476,534.50. The City will
also share in the cost of construction engineering at a rate of 8% of City's construction share.
This is estimated at $38,122.76. The total estimated City share of the project is $514,657.26.
The City's share of the project will be funded through Municipal State Aid (MSA) and water
utility funds.
Anoka County began discussion of the project with the City Council in January of 2019. In
October of 2019 the County held the first open house and presented a concept layout for public
comment. Following the open house, to address access issues east of West Shadow, the County
proposed a 3rd roundabout at Old Birch Street. A 2nd open house was held in January of 2020.
The 3rd roundabout option received mixed reviews.
Following further discussion with the City Council, the County has modified the proposal to
include the two roundabouts and a mill and overlay between Kingfisher and Old Birch Street.
This would allow for consideration of an Old Birch Street roundabout with future corridor
improvement proposals.
The Joint Powers Agreement has been drafted to set forth a basic understanding of both the City
and County project responsibilities and cost share. Significant Components include:
• Description of improvements and agreement on layout.
• Intersection access modifications.
• Reservation of land for possible location of Well No. 7.
• Provisions for the consideration of pedestrian flasher system at Tomahawk Trail.
• Provisions for the inclusion of landscaping elements by City.
• Cost Share. Actual amount will based on final contract bid.
RECOMMENDATION
Staff is recommending adoption of Resolution No. 20-36 approving the Joint Powers Agreement
with Anoka County for Reconstruction of Birch Street.
ATTACHMENTS
1. Resolution No. 20-36
2. Joint Powers Agreement
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Anoka County Contract No. C000XXXX
JOINT POWERS AGREEMENT
FOR THE RECONSTRUCTION OF CSAH 34 (BIRCH STREET)
FROM HOKAH DRIVE TO 550 FEET EAST OF WEST SHADOW LAKE DRIVE
IN THE CITY OF LINO LAKES, MN
(SAP 002-634-003, SAP 210-020-010)
THIS AGREEMENT is made and entered into this _ day of , 2020 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 Lino Lakes, 600 Town
Center Parkway, Lino Lakes, MN 55014, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the parties to this agreement agree it is in the best interest of the traveling public to
reconstruct County State Aid Highway 34 (Birch Street) from Hokah Drive to 550 feet east of West
Shadow Lake Drive; and,
WHEREAS, said parties mutually agree that CSAH 34 needs to be reconstructed; and,
WHEREAS, the County has prepared preliminary design plans for the reconstruction of CSAH
34 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 34 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 STIPULA I'ED AND AGREED:
I. PURPOSE
The parties have joined together for the purpose of reconstructing CSAH 34 (Birch Street) from
Hokah Drive to 550 feet east of West Shadow Lake Drive as described in the preliminary design plans.
The County project number is SAP 002-634-003 and the City project number is SAP 210-020-010.
Said engineering plans are filed in the office of the Anoka County Highway Department and
incorporated herein by reference.
The parties to this Joint Powers Agreement (JPA) agree in principle that construction of SAP 002-634-
003 / SAP 210-020-010 , 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 has been reviewed and accepted by
the parties and is suitable for preparation of fmal construction documents. Any significant changes
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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 002-634-003, City project
number SAP 210-020-010, in conformance with proposed engineering plans and specifications.
IMPROVEMENTS
It is agreed by the parties that in 2021, CSAH 34 will be reconstructed with concrete median to the
extent shown in `Exhibit A'. Improvements include but are not limited to: roadway widening,
roundabout construction, storm sewer and associated ponding, turn lanes, shoulders, bituminous trails,
retaining walls/fencing and concrete curb & gutter. 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.
INTERSECTIONS:
As agreed by the parties, improvements to the following intersections have been incorporated in the
`Exhibit A' Layout design:
CSAH 34 @ Hokah Drive: Full Access
CSAH 34 @ Totem Trail: 3/4 Access
CSAH 34 @ Tomahawk Trail: Roundabout — Full Access
CSAH 34 @ West Rice Lake Elementary School Entrance: Closed (relocated to Roundabout)
CSAH 34 @ East Rice Lake Elementary School Entrance: Right-in/Right-out Access
CSAH 34 @ Vaughan Court: Right-in/Right-out Access
CSAH 34 @ West Shadow Lake Drive: Roundabout — Full Access
CSAH 34 @ Kingfisher Court: Full Access
RIGHT OF WAY:
The parties agree that the County will acquire all necessary right-of-way and easements for the Project.
Acquisition of any additional right-of-way and/or easements needed for improvements to city street
intersections 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. The County will work with the City on reserving a
portion of land for a potential future City well on the site of 509 Birch Street. Further details on this
transfer will be discussed and negotiated in a separate JPA if the City chooses to construct a well on the
site reserved by the County. The City will transfer necessary City owned property to the County if
needed for the road construction project.
DRAINAGE:
The City shall pay for a percentage of the cost of the storm sewer system, including the detension basins
and their outlet structures. The City portion of the cost is based on contributing flow through the storm
sewer system determined by the product of contributing area and runoff coefficient.
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TRAFFIC CONTROL:
The parties agree and understand the cost share for traffic control for the city shall be a prorated share
based on the City project cost divided by the total project cost.
The parties understand and agree that CSAH 34 will be open to two-way thru traffic during some phases
of construction. During certain phases of construction CSAH 34 will be open to one-way traffic, while
the opposing traffic will be detoured through CSAH 49, Ash Street, CR J, CSAH 32 and CSAH
21.When necessary, CSAH 34 will be closed to through traffic and detoured through CSAH 49, Ash
Street, CR J, CSAH 32 and CSAH 21. Closures will be limited. Access for local and emergency
vechicles will be maintained during all phases of construction. The County in partnership with the City
is currently working on completing a detailed pedestrian crossing analysis for a City requested
pedestrian flasher system to be studied at the intersection of Tomahawk Trail and CSAH 34. The
warrants for this crossing have yet to be determined. After the data has been analyzed the County will
share the data with the City to determine how to proceed. Upon completion of the study the City and
County agree to discuss costs and develop an onging maintenance agreement.
DRIVEWAYS:
The parties agree that all driveways affected by the Project will be reconstructed in kind at 100% project
cost with the cost of any upgrades requested by the City, including concrete aprons, to be the sole
responsibility of the City.
LANDSCAPING/STREETSCAPING:
The parties agree that if the City wishes to include landscaping or streetscape features 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 above standard cost
will be at the expense of the City. All construction documents must be submitted to the County by June
20, 2020. Maintenance of any landscaping/streetscaping will be the sole responsibility of the City.
RETAINING WALLS:
The parties agree that if the City wishes to include aesthetic treatment to any retaining walls, any
construction cost above standard cost will be at the expense of the requesting City
LIGHTING:
The parties agree that the roundabout intersection lighting costs will be shared per the standard County
cost share for new traffic signals, with the City paying for 75% of the roundabout lighting. If the City
would like additional lighting on the project, or requests upgraded lighting materials (e.g. decorative
poles, fixtures, and luminaires), this additional cost would be 100% City responsibility. Lighting will be
installed in accordance with the City lighting ordinance and will contain LED fixtures wherever possible
and provided such lighting is within the budget for the Project.
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
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relocations due to road reconstruction, which will be incorporated into the project bid documents. The
cost of the design, construction, and inspection of these features 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 (using MnDOT Trns*port Item List Numbers) and cost. All
construction documents must be submitted to the County by May 20, 2020.
PERMITS:
The parties agree that the County will secure all necessary permits for this Project. The City agrees to
coordinate with the County in securing any permits required by the Rice Creek Watershed District, City
permits or variances, as well as any other permits or variances that may be required. The County also
requests that the City inform the County of any ordinances or city regulations that affect construction at
the time of the signing of this JPA. (e.g. setbacks, tree clearing ordinances, or any other city
ordinances.)
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 construction 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 project is $4,269,398.00. The total estimated construction
cost to the City is $476,534.50. State Aid funds have been allocated for this project.
The City participation in construction engineering will be at a rate of eight percent (8%) of their
designated construction share of $476,534.50. The estimated cost to the City for construction
engineering is $38,122.76. In summary, the total City share of this project is $514,657.26 (includes
construction and construction engineering costs).
For a detailed breakdown of the cost splits for this project see "EXHIBIT B".
Upon award of the contract, the City shall pay to the County, upon written demand by the
County, ninety five percent (95%) of its portion of the cost of the project estimated at $488,924.40.
Prior to billing, this estimate will be updated by the County to reflect the actual bid prices as awarded.
An updated cost estimate shall be provided to the City at the time of billing. The City'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 County.
Upon final completion of the project, the City'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 City's share. Also, the remaining five percent
(5%) of the City's portion of the construction costs shall be paid..
IV. TERM
This Agreement shall continue until terminated as provided hereinafter.
V. DISBURSEMENT OF FUNDS
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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 County in
conformance to the State laws.
VII. STRICT ACCOUNTABILITY
A strict accounting shall be made of all funds and report of all receipts shall be made upon
request by either party. Prior to City payment to the County, the County shall provide the City a copy
of all cost participation documents submitted to MnDOT State Aid.
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 party. 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 City shall pay its pro rata share of costs which the County
incurred prior to such notice of termination.
IX. MAINTENANCE
A. Maintenance of the completed watermain, sanitary sewer, storm sewer (except catch basins,
catch basin leads, and sump structures within the roadway), detention basins (including ponds,
pond outlet structures, grit chambers / collectors outside the roadway, and filtration systems)
shall be the sole obligation of the City.
B. Maintenance of the bituminous trails shall be the responsibility of the City. The City shall be
responsible for general routine maintenance, such as, sweeping, clearing, plowing, trash removal
and other incidental items and shall be responsible for long-term maintenance, such as
bituminous overlays, crack sealing and replacement (unless replacement is part of a major
County road improvement project).
C. 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.
D. Maintenance of streetlights and cost of electrical power to the streetlights shall be the sole
obligation of the City. The City will be responsible for long-term maintenance and replacement
of the complete street light system including items such as: poles, fixtures, luminaires, and
control cabinets.
XI. NOTICE
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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 Administrator of the City of Lino Lakes, 600 Town Center Parkway, Lino
Lakes, MN 55014.
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 negligent acts or omissions of the respective
officers, agents, or employees relating to activities conducted by either party under this Agreement.
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XIII. ENTIRE AGREEMENT REQUIREMENT OF 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.
IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands on the
dates written below.
COUNTY OF ANOKA CITY OF LINO LAKES
By: By:
Rhonda Sivarajah
County Administrator
Rob Rafferty
Mayor
Dated: Dated:
RECOMMENDED FOR APPROVAL
By:
Joe J. MacPherson, P.E.
County Engineer
Dated:
APPROVED AS TO FORM
By:
Dan Klint
Assistant County Attorney
Dated:
By:
Julianne Bartell
City Clerk
Dated:
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EXHIBIT C
COST -SHARING AGREEMENT
FOR PROJECTS CONSTRUCTED IN ANOKA COUNTY
ITEMS COUNTY SHARE CITY SHARE
Concrete Curb & Gutter 50% 50%
Concrete Curb & Gutter for Median Construction 100% 0%
Concrete Median 100% 0*1
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 (communities larger than 5,000) % the cost of its the cost of its legs of
w/ State Aid approved SJR legs of the intersection the intersection plus Y.
the cost of the County legs
of the intersection
Traffic Signals, replacement (communities larger than 5,000)
w/ State Aid approved SJR
the cost of its legs of the cost of its legs of
the intersection 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%, if not previously notified*5 100%, if previously notified*5
*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 the right-of-way 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 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. Maintenance shall be the responsibility of the agency paying for the initial installation. When the County is the
responsible agency, it shall pay 100% of Standard Noise Wall Cost. If a local agency requests decorative noise walls, the
requesting agency will pay the additional cost above the cost of standard noise wall.
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WSB Project: CSAH 34 ROADWAY IMPROVEMENTS
Project Location: ANOKA COUNTY, MN
WSB Project No.: 014400-000
Dole- 04/09/2020
ENGINEER'S ESTIMATE
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SALVAGE MAIL BOX SUPPORT
REMOVE WATER MAIN
SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
REMOVE SEWER PIPE (STORM)
REMOVE CURB AND GUTTER
REMOVE CONCRETE DRIVEWAY PAVEMENT
REMOVE BITUMINOUS DRIVEWAY PAVEMENT
REMOVE BITUMINOUS PAVEMENT
REMOVE BITUMINOUS WALK
REMOVE CONCRETE WALK
EXCAVATION - COMMON
FXCA V 4TTON - SURGRADE
EXCAVATION - CHANNEL AND POND
SELECT GRANULAR EMBANKMENT (CV)
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6Z 69
0
O
m
•0
V
69
O
N
O
O
c
O_
V
$12,000.00
$3,750.00
� d
�V
N
—
00N
o0
4.0
600.0
0
0
o•a•
0.3
�`�v
0
C
12.0
12.0
1.5
COUNTY
a
0
0 0
0'
g
69
6r9
$224,775.00
$463,200.00
��
oo
69
6699
$3,450.00
$4,500.00
$129,675.00
0�000
.xn=''0
s9
69
6N9
$36,750.00
$18,000.00
00
0,
69 69
S1,552.50
$81,315.00
$124,200.00
$57,600.00
0
Q
bq
$103,248.00
$54,080.00
0
_
69
$154,128.00
$100,232.00
00
h N
69 69
000
g00
69
O N
a
3092-0
645.0
_
ao
N
0
c
—
0
•o
0 0
rrl-
0
a
1350.0
340.0
37.0
49.0
—
O
M—
O
„.
.
N
b
.
b N
O
17208.0
5408.0
O
S'0
0 0
Ne
0'
915.0
772.0
4.0
o�,
O O
PROJECT TOTAL
-0
O O
O .„
O
O�
O
C
�.
$224,775.00 I
$463,200.00
O
0
yO
6969
O
O
0
0 0
O O
V
V
69 69
O
O
111
O O
O
$3,000.00
$7,290.00
0
O
O
0
69
O
0 0
0
O O
O
O
OWd.
! 69
O O
0 0
O O
O OV—�:.
o0
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O
O
0
O
.�:
69
O O
O O
0%�69 69
O O
69
O
O O
69 69
O
0
yg 69
O
0
69
$103,248.00
$54,080.00
O
O
69
$154,128.00
$200,464.00
O O
O O
H
O
O
69
00'000`6$
00'000`91$
Estimated
Quantity Il
3092
645
951
0
fON ON
0
N �n
750
M M
2216
1500
377
40
54
N
0 M.
0
2600
N Q
�'
CT0
0
.a. N0
V
A.
17208
5408
0
6422
9112
EA
a
as
--�
C.
,
0 0
^ O
0 6
69 69
0
0
N
69
0
0
69
00'08$
00'SL$
O
N
H
"„
O
00
O O
0 0
0 0
_:
69 69
$65.00
0 0
O O
00 O
6�9
0 0
O 0
0 v'
O
0
O
0
b9
O O
0 0
0 0
0 O
.--� „
69 s9
$4,500.00
$220.00
0
d9
00'000`S$
00'OSL$
00'0S9$
00'005$
0 0
O 0
h O
q' 6'09
000001$
00'05L$
O
O
0
0
.-
69
O
0 0
O
69
$35.00
$24.00
$22.00
0 0
O O
O N
69 6�9
0
0
0
v0i
69
0 0
0 0
O o
O c,
—
69 69
S YD
S YD
z
0 1
TON
TON
TON
-
S FT
EACH
EACH
LIN FT
LIN FT
LIN FT
LIN FT
LIN FT
EACH
EACH
EACH
EACI I
LIN FT
POUND
EAC11
_
,.
LIN ET
LIN FT
LIN FT
LIN FT
LIN FT
SQ FT
SQ FT
LIN FT
LIN FT
LIN FT
SQ YD
SQ FT
u
w
EACH
EACH
0
G
0
CONCRETE PAVEMENT 7.0"
CONCRETE PAVEMENT 7.0" SPECIAL
DRILL & GROUT REINF BAR (EPDXY COATED)
TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)
TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)
TYPE SP 12.5 WEARING COURSE MIXTURE (3,F)
ORNAMENTAL METAL RAILING
MODULAR BLOCK RETAINING WALL
30" RC PIPE APRON
TRASH GUARD FOR 30" PIPE APRON
15" RC PIPE SEWER DESIGN 3006 CLASS V
18" RC PIPE SEWER DESIGN 3006
21" RC PIPE SEWER DESIGN 3006 CLASS III
24" RC PIPE SEWER DESIGN 3006
33" RC PIPE SEWER DESIGN 3006
CONNECT TO EXISTING STORM SEWER
CONNECT TO EXISTING WATER MAIN
HYDRANT
I16" GATE VALVE AND BOX
16" WATERMAIN DUCTILE IRON CL 51
DUCTILE IRON FITTINGS
CASTING ASSEMBLY
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL I
ADJUST FRAME AND RING CASTING
CONSTRUCT DRAINAGE STRUCTURE DESIGN II
CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48
CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-60
CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020
CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020
4" CONCRETE WALK
6" CONCRETE WALK _
CONCRETE CURB AND GUTTER DESIGN R418
CONCRETE CURB AND GUTTER DESIGN 0418 (MOD)
CONCRETE CURB AND GUTTER DESIGN B424
6" CONCRETE DRIVEWAY PAVEMENT
TRUNCATED DOMES
LIGHTING UNIT TYPE 9-40
LIGHT FOUNDATION DESIGN E
SERVICE CABINET -TYPE LI (MOD)
co
c o
N N
2302.602
2360.509
2360.509
2360.509
2402.503
-
-
vvl
N
2501.502
2501.602
2503.503
2503.503
2503.503
2503.503
2503.503
2503.602
2504.602
2504.602
2504.602
2504.603
0
o
N
2506.502
2506.502
2506.502
2506.503
2506.503
2506.503
2506.503
2506.503
2506.503
--
Er,
N N
2531 503
2531.503
2531.503
2531.504
2531.618
2545.502
2545.502
2545.502
Engineer Estimate_(040920).xlsx
0
00
t0
CITY
W
c `c
h
�bv
o 0
o
o 0
r V
N v
69 tr,
c
Co
„
0
n
,
i
c
W a
_
0 O
-
r
C
L/
W
N
O 0
0 0
O h
[\
69 69
CO
C
0
`n h
63
G
C
69
_
C
_
tP
0.v
O
0 O
O J
6699 tP
0
O
O
O
fP
.., 0
'6.0 O
O
O
C
6N9 b5
0
o O
C O
O
0
69
0
O
0
69
O
O •
69
$1,300.00
$2,280.00 J
O
O O
O O
O
a
b9 65
O
O
v�
a
th
O O
P 49
$429.00
$7,228.00
O
O
O
69
0
vi
[..i
b
a0
r
69
Estimated
Quantity
500.0
2000.0
2.0
0.89
.-. O
'': O
N O
O
j
O
R
O
-. N
.
0 0
r� ,
^
0
1305.0
1.3
228.0
9475.0
45.0
O
-
V
O'
9800.0
9750.0
O O
00
V
- N
1134.0
PROJECT TOTAL
d
(:]
w
(J
0 0
O O
66
^ O
O
69 69
$3,000.00
$6,000.00
O
.=^�
C
O
69
00'000'51$
00'000`6Z$
O
E
0 O
O 6
• C O
O
v9 69
O
0 0
O• O
O O
b O
O
0
O
O
O
69f9
O
O
O
0 0
O O
O O
O
N
69 beEA
0 O
O O
T
69
O
O
-
.{
69
O
C O
0
O �n
be
$429.00
$7,228.00
$22,680.00
$4,269,398.00
CO E
F
W 6
N N
2000
8000
N
O
N C
N
O
M O
O
O
1305
228
9475
45
,
O
143
278
1134
G
'y
"j
O O
C O
'
fF to
O
•C•
O
C
C
t.
C
O
-
69
O
p OO
O
_
be V3
0
6�9
O O
• 0
O O
- ,
69
C
0
O R
t5
6A
O
O
fH
O
O
ta9
O
j
0 O
_ 69
69
0 o
O O
N
t9
69
O
O
69
O
O O
ffi to
O O
O N
e9 69
O
V3
j
LIN FT
LIN FT
ASSEMBLY
LUMP SUM
o La.,
F a
z
S FT
LUMP SUM
EACH
EACH
LIN FT
LIN FT
o
G
z
< 2
G
POUND
M GALLON
LIN FT
z z
-/ -1
LIN FT
SQ FT
SQ FT
a
SERVICE EQUIPMENT
EQUIPMENT PAD B
it 5" NON-METALLIC CONDUIT
UNDERGROUND WIRE I/C8AWG
IMPACT ATTENUATOR
TRAFFIC CONTROL
PORTABLE CHANGEABLE MESSAGE SIGN
'SIGN PANELS TYPE C
SIGN PANELS TYPE D
STABILIZED CONSTRUCTION EXIT
STORM DRAIN INLET PROTECTION
CULVERT END CONTROLS
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG TYPE WOOD FIBER
FERTILIZER TYPE 3
'SEEDING
SEED MIXTURE 25-121
'HYDRAULIC STABILIZED FIBER MATRIX
RAPID STABILIZATION METHOD 3
4" SOLID LINE MULTI -COMPONENT GROUND IN
'6" SOLID LINE MULTI -COMPONENT GROUND IN
'4" DOUBLE SOLID LINE MULTI -COMPONENT GROUND IN
'12" DOTTED LINE MULTI -COMPONENT GROUND IN (WR)
!PAVEMENT MESSAGE PREFORM Ti IERMOPLASTIC GROUND IN
'CROSSWALK PREFORM THERMOPLASTIC GROUND IN
ROADWAY CONSTRUCTION TOTAL
2545 502
2545 502
2545.503
2545.503
N
N
N N
N
2573.501
2573.502
2573.502
2573 503
2573.503
2574 508
2575.505
2575.508
2575.508
2575 523
2582 503
2582.503
2582.503
2582.503
2582.518
2582.518
Engineer Estimate_(040920).xlsx