HomeMy WebLinkAbout#18 - Cooperative Agreements for CSAH 13 Improvements STAFF REPORT
DATE: August 17, 2021
CONSENT
AGENDA ITEM: Approve Cooperative Agreements for the County State Aid Highway
(CSAH) 13 Phase 2 Improvements
SUBMITTED BY: Jack Griffin, City Engineer
REVIEWED BY: Kristina Handt, City Administrator
Marty Powers, Public Works Director
Chad Isakson, Assistance City Engineer
ISSUE BEFORE COUNCIL: Should the City Council approve the Cooperative Cost Share and Cooperative Maintenance Agreement with Washington County for the County State Aid Highway (CSAH)
13 Phase 2 Improvements? Should the City Council approve a Resolution establishing no on-street parking along the west side of Ideal Avenue North (CSAH 13) from Hidden Bay Trail North to 44th Street North? BACKGROUND: Washington County intends to construct the County State Aid Highway (CSAH) 13 Phase 2 Improvements, from 800 feet north of 34th Street North to 44th Street North. This second phase of the project is part of a larger project to improve the pavement and safety of Ideal Avenue/Olson Lake Trail between Stillwater Boulevard (CSAH 14) and 50th Street. The first phase of the project was constructed in 2017 and the second phase of the project is planned for construction in 2022. The improvements include new turn lanes and intersection improvements at 36th Street (Lake Elmo Public Works entrance roadway),
38th Street, 39th Street, Lake Jane Trail, and Hidden Bay Trail; together with a center median from 36th Street to Lake Jane Trail, and the realignment of 40th Street in Oakdale to align with the existing Lake Jane Trail intersection. The improvements also include the construction of a new bituminous trail on the west side of Ideal Avenue along the length of the project. On October 20, 2020, the City Council approved a Resolution of Support for the preliminary design layout
and supported the County’s efforts to proceed with the completion of the final design for the project. PROPOSAL DETAILS/ANALYSIS: Washington County is requesting the city to enter into a Cooperative Cost Share Agreement and Cooperative Maintenance Agreement for the project. The purpose for the Agreements are to outline the cost participation requirements by the city and to address the respective ownership and maintenance responsibilities for the new improvements. The County is entering into separate
Cost Share and Maintenance Agreements with the City of Oakdale to reflect their contribution to the project; and the Cities of Lake Elmo and Oakdale have entered into a separate cost share agreement with each other to revise the respective City contributions toward the total local share. Key elements of the agreements are as follows:
• The estimated cost share participation by Lake Elmo is $405,376, after applying the revised local cost split between Lake Elmo at 44% and Oakdale at 56% of the total local cost share.
• Lake Elmo will receive a credit towards its share of the costs for the acquisition of property and easements for locating two stormwater basins on city owned property. The credit will be applied up front against the first invoice, and perhaps second invoice, from the County.
• The city’s estimated cost share is not fixed. The agreement outlines the elements of the project that the city will be responsible for, the invoicing and payment terms, and indicate that the city share will be based on the actual costs incurred for those project elements.
• Project changes can be made and approved solely by the County, and the costs assigned to the city by the County in accordance with the County Cost Participation Policy. The County must obtain
concurrence from the city regarding cost changes that exceed a 10% contingency over the estimated city cost share.
• Upon completion of the project, the City shall own and maintain, without cost or expense to the County, all improvements constructed under this project within City Right of Way. This includes a prorated share in major maintenance costs associated with the County’s stormwater basins.
In addition, the city is being asked to adopt a resolution establishing a No On-street Parking Zone along the west side of County State Aid Highway (CSAH) 13 (Ideal Avenue) from Hidden Bay Trail North to 44th Street North. The project design is in accordance with County State Aid standards and the proposed roadway widths will not support parking in this area. FISCAL IMPACT: The County is requesting cost participation in the project by the City of Lake Elmo for the actual construction costs for specified project components and line items, plus a prorated share of the project engineering costs. The current estimated cost share participation by Lake Elmo is $405,376.00. The actual cost share will be determined once the project is complete and the final costs are known. In addition, the city will be credited the amount for the acquisition of approximately 1.21 acres for the purpose of constructing 2 storm water basins. The City’s share of the costs, as assigned by the County, include 100% of the street and storm sewer costs
located in City right-of-way, including the Public Works entrance driveway, 38th Street, 39th Street, Lake Jane Trail and Hidden Bay Trail; 25% of the bituminous trail costs along the west side of Ideal Avenue; 50% of the curb and gutter along the east side of Ideal Avenue; and prorated cost shares for the various
storm sewer and stormwater management components. The total local share of the project costs are then split between Oakdale and Lake Elmo in accordance with the city agreement with Lake Elmo paying 44% and Oakdale paying 56%.
RECOMMENDATION: Staff is recommending that the City Council approve, as part of the consent agenda, a Resolution approving Cooperative Agreements with Washington County for the County State Aid Highway (CSAH) 13 Phase 2 Improvements. If removed from the consent agenda, the recommended motion for the action is as follows:
“Move to approve Resolution No. 2021-093 Approving Cooperative Agreements with Washington County for the County State Aid Highway (CSAH) 13 Phase 2 Improvements, from 800 feet north of 34th Street North to 44th Street North.”
Staff is further recommending that the City Council approve, as part of the consent agenda, a Resolution establishing a No On-street Parking Zone along the west side of County State Aid Highway (CSAH) 13 (Ideal Avenue) from Hidden Bay Trail North to 44th Street North. If removed from the consent agenda, the recommended motion for the action is as follows:
“Move to approve Resolution No. 2021-094 Establishing a No On-street Parking Zone along the west side of County State Aid Highway (CSAH) 13 (Ideal Avenue) from Hidden Bay Trail to 44th Street.”
ATTACHMENTS: 1. Resolution Approving Cooperative Agreements with Washington County for the County State Aid Highway (CSAH) 13 Phase 2 Improvements.
2. Resolution Establishing a No On-street Parking Zone along the west side of County State Aid
Highway (CSAH) 13 (Ideal Avenue) from Hidden Bay Trail to 44th Street.
3. Cooperative Cost Share Agreement No. 14179. 4. Cooperative Maintenance Agreement 14180.
CITY OF LAKE ELMO
WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2021-093 A RESOLUTION APPROVING COOPERATIVE AGREEMENTS WITH WASHINGTON COUNTY FOR THE COUNTY STATE AID HIGHWAY (CSAH) 13 – PHASE 2 IMPROVEMENTS, FROM 800 FEET NORTH OF 34TH STREET NORTH TO 44TH STREET NORTH
WHEREAS, Washington County intends to construct the County State Aid Highway (CSAH) 13 (Ideal Avenue N.) from 800 feet north of CSAH 14 (34th Street N.) to 44th Street N. in the Cities of Lake Elmo and Oakdale, herein referred to as the “Project”; and
WHEREAS, the County and City agree to share in certain local costs included in the Project as detailed in the Cooperative Cost Share Agreement No. 14179; and
WHEREAS, upon completion of this project, the City shall own and maintain, without cost or expense to the County, all improvements constructed under this project within City Right of Way as detailed in the Cooperative Maintenance Agreement No. 14180; and
WHEREAS, a cooperative effort between the County and City is the appropriate method to facilitate the construction of these improvements, project cost sharing, and facilitate the maintenance of the items constructed by the Project; and
WHEREAS, this Agreement is made pursuant to statutory authority contained in Minnesota Statute 162.17 sub.1 and Minnesota Statute 471.59.
NOW, THEREFORE, BE IT RESOLVED, 1. That Cooperative Agreement 14179 for the project costs of County State Aid Highway (CSAH) 13 (Ideal Avenue N.) from 800 feet north of CSAH 14 (34th Street N.) to 44th Street N., between
the City of Lake Elmo and Washington County, is hereby approved and the Mayor and City Administrator are hereby authorized to execute the agreement on behalf of the City of Lake Elmo. 2. That Cooperative Maintenance Agreement 14180 between the City of Lake Elmo and Washington County is hereby approved and the Mayor and City Administrator are hereby authorized execute the agreement on behalf of the City of Lake Elmo. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE SEVENTEENTH DAY OF AUGUST, 2021. CITY OF LAKE ELMO
By: __________________________ (Seal) Charles Cadenhead ATTEST: Mayor
________________________________ Julie Johnson, City Clerk
CITY OF LAKE ELMO
WASHINGTON COUNTY STATE OF MINNESOTA
RESOLUTION NO. 2021-094 A RESOLUTION ESTABLISHING A NO ON-STREET PARKING ZONE
ALONG THE WEST SIDE OF COUNTY STATE AID HIGHWAY (CSAH) 13
(IDEAL AVENUE) FROM HIDDEN BAY TRAIL TO 44TH STREET (PROJECT NO. S.A.P. 082-613-042) WHEREAS, Washington County, in conjunction with the City of Lake Elmo and the City of Oakdale has planned improvements for Ideal Avenue North (CSAH 13) from 800 feet North of CSAH 14 (34th Street North) to 44th Street North in the Cities of Lake Elmo and Oakdale; and
WHEREAS, Ideal Avenue is designated as a County State Aid Highway; and WHEREAS, Washington County will be expending County State Aid Funds on the improvements on
CSAH 13; and WHEREAS, these improvements do not provide adequate width for parking on the west side of Ideal
Avenue North from Hidden Bay Trail North to 44th Street North; and approval of the proposed construction as a County State Aid Highway must therefore be conditioned upon certain restrictions; and WHEREAS, The City has reviewed the Plans and concurs that parking shall not be allowed as stated above.
NOW, THEREFORE, IT IS HEREBY RESOLVED, 1. That the City Council of Lake Elmo concurs that no on-street parking be allowed along the west side of Ideal Avenue North (CSAH 13) from Hidden Bay Trail North to 44th Street North at all times.
ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE SEVENTEENTH DAY OF AUGUST 2021. CITY OF LAKE ELMO
By: __________________________ (Seal) Charles Cadenhead ATTEST: Mayor
________________________________ Julie Johnson, City Clerk
Page 1 of 6
COOPERATIVE AGREEMENT BETWEEN THE CITY OF
LAKE ELMO AND WASHINGTON COUNTY FOR CONSTRUCTION COST OF
COUNTY STATE AID HIGHWAY (CSAH) 13, FROM 800 FEET NORTH OF
CSAH 14 to 44TH STREET NORTH
THIS AGREEMENT, by and between the City of Lake Elmo, a municipal corporation, herein after referred to as
the "City", and Washington County, a political subdivision of the State of Minnesota, hereinafter referred to as
the "County.”
WITNESSETH:
WHEREAS, the County intends to construct County State Aid Highway (CSAH) 13 (Ideal Avenue N.) from 800 feet
N. of CSAH 14 (34th Street N.) to 44th Street N. in the Cities of Lake Elmo and Oakdale, herein referred to as the
“Project” and shown in Exhibit A; and
WHEREAS, items included in the Project require City cost participation in accordance with “Washington County
Cost Participation Policy #8001 for Cooperative Highway Improvement Projects”; and
WHEREAS, the City desires to use local funds for these improvements; and
WHEREAS, the County desires to use local funds and State Aid for these improvements; and
WHEREAS, a cooperative effort between the City and County is the appropriate method to facilitate the
construction of these transportation improvements; and
WHEREAS, the County is entering into separate Cost Share and Maintenance Agreements with the City of Lake
Elmo and with the City of Oakdale to reflect their contribution to the project; and
WHEREAS, the Cities of Lake Elmo and Oakdale have entered into a separate cost share agreement with each
other; and
WHEREAS, this Agreement is made pursuant to statutory authority contained in Minnesota Statute 162.17 sub.1
and Minnesota Statute 471.59.
NOW THEREFORE, IT IS HEREBY MUTUALLY AGREED AS FOLLOWS:
A. PURPOSE
The purpose of this Agreement is set forth in the above whereas clauses which are all incorporated by
reference as if fully set forth herein and shall consist of this Agreement, Exhibit A (Location Map), Exhibit B
(Estimated Cost Splits), Exhibit C (Estimated Cost Splits Map), and Exhibit D (City-City Agreement).
B. PLANS AND SPECIFICATION PREPARATION
1. The County shall be responsible for the preparation of all the plans and specifications for the Project,
including but not limited to, compliance with all applicable standards and policies and obtaining all
approvals required in formulating the bid specifications for all County and City components of this
Project.
2. The following County project number has been assigned to the Project: SAP 082-613-042 (CSAH 13).
3. The following City project number have been assigned to the Project: 2018.135.
WASHINGTON COUNTY
CONTRACT NO. 14179
DEPT. PUBLIC WORKS
DIVISION TRANSPORTATION
TERM SIGNATURE – END OF PROJECT
Page 2 of 6
C. RIGHT OF WAY AND EASEMENTS
1. The County shall acquire all permanent rights of way, permanent easements, and temporary slope
easements, which will be acquired in the name of the County.
2. With the exception of City owned property, any rights of way, permanent easements, and temporary
slope easements that cannot be obtained through negotiation will be acquired by the County through
eminent domain proceedings.
D. ADVERTISEMENT AND AWARD OF CONTRACT
After plans and specifications have been approved by the County, all permits and approvals obtained, and
acquisition of necessary rights-of-way and easements, the County shall advertise for construction bids and
at the sole discretion of the County award the contract to the lowest responsible bidder subject only to the
final consent of the City for costs relating to any elements for which the City is requested to pay. City
consent shall be received at the first available council meeting following receipt from the County the
updated Exhibit B and bid tabulations using actual contractor prices, and City consent may not be
unreasonably conditioned, withheld, or delayed.
E. CONSTRUCTION ADMINISTRATION, OBSERVATION, AND TESTING
The County shall be responsible for the construction administration, inspection, and for the observation and
testing for all construction items.
F. COST PARTICIPATION ITEMS AND ESTIMATED COSTS
The City’s costs related to the Project will be determined in accordance with the “Washington County Cost
Participation Policy #8001 for Cooperative Highway Improvement Projects”, which is incorporated into this
Agreement by reference. Any Project changes and/or modifications that may affect the City’s cost related to
the Project will also be determined by Policy #8001. The City’s estimated cost participation is set forth in
Table 1 and is broken down into five categories which are: 1) Construction; 2) Design Engineering; 3)
Construction Engineering/Contract Administration; 4) Right of Way; and 5) County-Furnished Material.
1. Construction
Construction costs shall be the cost to construct the Project. The County has prepared a statement of
estimated quantities and cost splits hereto attached as Exhibit B. The City shall pay to the County its
share of the total cost as shown in Exhibit B and set forth in Table 1. After the County has awarded the
construction contract, Exhibit B will be updated to reflect the actual contractor’s unit prices.
2. Design Engineering
Design engineering costs shall be professional design engineering services, project coordination,
preparation of plans and specification, stakeholder engagement, geotechnical studies, and other
administrative functions necessary for the Project. Based on the City’s share of the construction cost,
the City shall pay the prorated cost of design engineering for the entire Project as set forth in Table 1.
After the County has awarded the construction contract, Exhibit B will be updated to reflect the actual
design engineering cost.
3. Construction Engineering/Contract Administration
Construction engineering/contract administration costs shall be construction observation, construction
testing, construction administration, staking, conducting and recording the pre-bid, pre-construction
and weekly construction meetings, reviewing monthly pay estimates, labor compliance, and other
administrative functions necessary for the Project. Construction engineering/contract administration is
8% of the construction cost. The City shall pay 8% of the City’s share of the construction cost for
construction engineering/contract administration as set forth in Table 1. After the County has awarded
the construction contract, Exhibit B will be updated to reflect the estimated construction
engineering/contract administration cost.
Page 3 of 6
4. Right of Way
Right of Way costs shall be permanent right-of-way, permanent utility and/or drainage easements,
temporary easements, title work costs, appraisal costs, relocation specialist costs, relocation costs, and
condemnation commissioner costs. If applicable, the City shall pay their share of the final right of way
cost. The estimated amount is set forth in Table 1.
5. County-Furnished Material
County-furnished material costs shall be items such as light poles, traffic signal control equipment, and
street name signs which are separately procured outside of the construction contract and installed
within the Project limits. The City shall pay their share of the final County-furnished material cost. The
estimated amount is set forth in Table 1.
(1) The Cities of Oakdale and Lake Elmo have entered into a separate agreement, see Exhibit D, that
states that the cities will split the city’s cost share of the reconstruction of CSAH 13, as determined by
Washington County, with the City of Oakdale’s share being 56% and the City of Lake Elmo’s share
being 44%. Based on estimated costs, the total combined cities cost share is $921,308
(2) A credit will be provided to the City of Lake Elmo for property acquired and/or Drainage and Utility
Easements acquired on city owned parcels for the construction of storm water BMP-1 and storm
water BMP-2. The financial value of the 1.21 acres will be appraised and a credit will be applied in
the amount of the appraised value, less Lake Elmo’s percentage cost share in the BMP construction.
6. The costs and shares attributable to the City and payable to the County as shown in Table 1 are merely
estimated and a final reconciliation of costs as set forth in Section G below shall be done at the end of
the Project. Actual City costs and shares are based on the following:
a. Construction shall be based on the contractor's unit prices and final quantities at Project
completion including all contract changes.
b. Design engineering shall be based on the contractor’s unit prices at the time of contract award.
c. Construction engineering/contract administration shall be based on the contractor’s unit prices
and final quantities at Project completion including all contract changes and liquidated damages.
d. Right of way shall be based on the final costs to acquire right of way.
e. County-furnished material shall be based on the final costs to acquire County-furnished
material.
TABLE 1 – ESTIMATED COSTS
City of Lake Elmo Cost Summary
ITEM
NO. ITEM TOTAL COST
CITY OF LAKE
ELMO
SHARE
CITY OF LAKE
ELMO COST
1 Construction $4,287,145 See Exhibit B $381,753
2 Design Engineering $700,000 See Exhibit B $63,140
3 Construction Engineering/Contract Administration $342,971
8% of
Construction
Cost Share
$30,540
4 Right of Way $355,000 See Exhibit B $165,000
5 County Furnished Material $0 0% $0
6 TOTAL ESTIMATED COST $5,685,116 $640,433
7 CITIES AGREEMENT (1) ($235,057)
8 BMP CREDIT (2) ($37,658)
9 TOTAL ESTIMATED CITY OF LAKE ELMO COST $367,718
Page 4 of 6
G. PAYMENT
1. Construction and Construction Engineering/Contract Administration
a. After the County has awarded the construction contract, the County shall update Exhibit B to
conform the Exhibit to the amounts in the awarded bid and shall invoice the City 10 percent of the
City's estimated construction and construction engineering/contract administration cost based on
the updated Exhibit B, less the credit amount for the acquisition of City property. If the BMP Credit
amount exceeds the County’s invoice of the City’s 10 percent, the remaining amount of BMP Credit
will be applied to the next partial estimate(s).
b. During construction, the County shall submit to the City partial estimates of work performed by the
contractor. The City shall pay to the County its share of the partial estimate as determined in Section
F.
c. Upon substantial completion of the work the County shall submit to the City a final invoice and final
reconciliation of costs. The reconciliation will add or subtract contract amendments to the City’s
Project components, adjustments for liquidated damages pursuant to Section I., and previous
Project cost payments made by the City to the County.
d. The final invoice from the County to the City shall be submitted to the City no later than 12 months
after substantial completion of the Project excluding contractor and/or County contested items or
costs related to right of way condemnation process. With the final invoice the County shall report to
the City a list of contractors contested items and outstanding right-of-way condemnation with
estimated costs. The County shall submit to the City a final invoice related to contested items or
costs related to right of way condemnation within 4 months of resolution of all items.
2. The costs set forth in Table 1 for design engineering and right of way shall be separate line items on the
invoice and paid by the City on a reimbursable basis.
3. In the event that the City paid more in advance than the actual cost of the City’s portion of the Project,
the County shall refund without interest the amount to the City.
4. The City shall pay 100 percent of an invoice amount within thirty (30) days of receipt.
H. CONTRACT CHANGES
Any modifications or additions to the final approved plans and/or specifications of the Project shall be made
part of the construction contract through a written amendment to the construction contract and the cost
for such changes shall be appropriated as set forth in Section F. of this Agreement.
As the responsible party for construction administration, the County understands that the City’s project
budget is limited and shall therefore endeavor to keep the City informed of project changes that may result
in significant cost increases or budget overruns, including right-of-way acquisition costs.
The County further understands that total costs appropriated to the City that exceed the City’s expected cost
share in Row 6 of the updated Table 1 using actual contractor prices and appraised right-of-way offers, plus
10% contingency, require City concurrence from the City Administrator. If construction delays occur while
waiting for City concurrence that lead to additional project costs, the city shall be responsible to cover these
additional project costs.
I. LIQUIDATED DAMAGES
Any liquidated damages assessed to the contractor in connection with the work performed on the Project
shall be used to adjust the project completion costs thus adjusting the City’s construction
engineering/contract administration costs as stated in F.6.c. No adjustment to construction costs will be
made to the City’s portion of the Project in the event of liquidated damages.
Page 5 of 6
J. CONDITIONS
The City shall not assess or otherwise recover any portion of its cost for this Project through special
assessment of County-owned property.
K. CIVIL RIGHTS AND NON-DISCRIMINATION
The provisions of Minn. Stat. 181.59 and of any applicable ordinance relating to civil rights and
discrimination shall be considered part of this Agreement as if fully set further herein, and shall be part of
any Agreement entered into by the parties with any contractor subcontractor, or material suppliers.
L. WORKERS COMPENSATION
It is hereby understood and agreed that any and all employees of the City and all other persons employed by
the City in the performance of construction and/or construction engineering work or services required or
provided for under this Agreement shall not be considered employees of the County and that any and all
claims that may or might arise under the Worker’s Compensation Act of the State of Minnesota on behalf of
said employees while so engaged and any and all claims made by any third parties as a consequence of any
act or omission on the part of said City employees while so engaged on any of the construction and/or
construction engineering work or services to be rendered herein shall in no way be the obligation or
responsibility of the County.
It is hereby understood and agreed that any and all employees of the County and all other persons
employed by the County in the performance of construction and/or construction engineering work or
services required or provided for under this Agreement shall not be considered employees of the City and
that any and all claims that may or might arise under the Worker’s Compensation Act of the State of
Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as
a consequence of any act or omission on the part of said County employees while so engaged on any of the
construction and/or construction engineering work or services to be rendered herein shall in no way be the
obligation or responsibility of the City.
M. INDEMNIFICATION
1. The City agrees that it will defend, indemnify and hold harmless the County against any and all liability,
loss, damages, costs and expenses which the County may hereafter sustain, incur or be required to pay
by reason of any negligent act by the City, its agents, officers or employees during the performance of
this Agreement.
2. The County agrees that it will defend, indemnify and hold harmless the City against any and all liability,
loss, damages, costs and expenses which the City may hereafter sustain, incur or be required to pay by
reason of any negligent act by the County, its agents, officers or employees during the performance of
this Agreement.
3. To the fullest extent permitted by law, actions by the parties to this Agreement are intended to be and
shall be construed as a “cooperative activity” and it is the intent of the parties that they shall be deemed
a “single governmental unit” for the purposes of liability, as set forth in Minnesota Statutes, Section
471.59, subd. 1a.(b). The parties to this Agreement are not liable for the acts or omissions of another
party to this Agreement except to the extent they have agreed in writing to be responsible for the acts
or omissions of the other parties as provided for in Section 471.59, subd. 1a.
4. Each party’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 and other
applicable law. The parties agree that liability under this Agreement is controlled by Minnesota Statute
471.59, subdivision 1a. and that the total liability for the parties shall not exceed the limits on governmental
liability for a single unit of government as specified in 466.04, subdivision 1(a).
Page 6 of 6
N. DATA PRACTICES
All data collected, created, received, maintained, disseminated, or used for any purposes in the course of
this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes 1984,
Section 13.01, et seq. or any other applicable state statutes and state rules adopted to implement the Act,
as well as state statutes and federal regulations on data privacy.
O. TERM
This Agreement shall remain in full force and effect until terminated by mutual Agreement of the parties.
P. COUNTERPARTS
This Agreement may be executed in counterparts.
Q. SEVERABILITY
If any provision or provisions of this Agreement are held to be invalid, illegal, or unenforceable, the validity,
legality, and enforceability of the remaining provisions shall not be affected.
IN TESTIMONY WHEREOF the parties have duly executed this Agreement by their duly authorized officers.
WASHINGTON COUNTY CITY OF LAKE ELMO
Chair Date Mayor Date
Board of Commissioners
Kevin Corbid Date City Administrator Date
County Administrator
Approved as to form: Approved as to form:
Assistant County Attorney Date City Attorney Date
Exhibit A
R:\11319 - CSAH 13 - CSAH 14 to 44th Street\Agreements\Exhibit B Estimated Cost Splits v2 LE.xls 1 8/4/2021
PROJECT:CSAH 13 PHASE 2 IMPROVEMENTS
SAP 082-613-042, SAP 185-020-007
COUNTY PROJ. NO.:CP 22-11319
WSB PROJ. NO.:013533-000
DATE:8/4/2021
Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
Number Notes Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost
2011.601 VIBRATION MONITORING LUMP SUM $20,000.00 1 $20,000.00 0.57 $11,400.00 0.02 $400.00 0.04 $800.00 0.06 $1,200.00 0.06 $1,200.00 0.15 $3,000.00 0.03 $600.00 0.06 $1,200.00 0.01 $200.00
2021.501 MOBILIZATION LUMP SUM $200,000.00 1 $200,000.00 0.57 $114,000.00 0.02 $4,000.00 0.04 $8,000.00 0.06 $12,000.00 0.06 $12,000.00 0.15 $30,000.00 0.03 $6,000.00 0.06 $12,000.00 0.01 $2,000.00
2031.502 FIELD OFFICE LUMP SUM $20,000.00 1 $20,000.00 0.57 $11,400.00 0.02 $400.00 0.04 $800.00 0.06 $1,200.00 0.06 $1,200.00 0.15 $3,000.00 0.03 $600.00 0.06 $1,200.00 0.01 $200.00
2101.502 CLEARING EACH $140.00 36 $5,040.00 36 $5,040.00
2101.502 GRUBBING EACH $125.00 36 $4,500.00 36 $4,500.00
2101.505 CLEARING ACRE $3,000.00 1 $3,000.00 1.0 $3,000.00
2101.505 GRUBBING ACRE $3,000.00 1 $3,000.00 1.0 $3,000.00
2104.502 REMOVE PIPE APRON EACH $175.00 20 $3,500.00 20 $3,500.00
2104.502 REMOVE CASTING EACH $255.00 1 $255.00 1 $255.00
2104.502 REMOVE GATE VALVE & BOX EACH $380.00 2 $760.00 2 $760.00
2104.502 REMOVE DRAINAGE STRUCTURE EACH $550.00 2 $1,100.00 2 $1,100.00
2104.502 REMOVE DELINEATOR / MARKER SIGN EACH $15.00 2 $30.00 2 $30.00
2104.502 REMOVE SIGN TYPE C EACH $50.00 22 $1,100.00 22 $1,100.00
2104.502 REMOVE TYPE SPECIAL EACH $50.00 1 $50.00 1 $50.00
2104.502 SALVAGE CATCH BASIN EACH $2,000.00 2 $4,000.00 2 $4,000.00
2104.502 SALVAGE SIGN TYPE SPECIAL EACH $60.00 6 $360.00 6 $360.00
2104.503 SAWING BIT PAVEMENT (FULL DEPTH)LIN FT $3.00 962 $2,886.00 962 $2,886.00
2104.503 REMOVE PIPE CULVERTS LIN FT $12.00 353 $4,236.00 353 $4,236.00
2104.503 REMOVE WATER MAIN LIN FT $18.00 183 $3,294.00 183 $3,294.00
2104.503 REMOVE SEWER PIPE (STORM)LIN FT $15.00 103 $1,545.00 103 $1,545.00
2104.503 REMOVE CURB & GUTTER LIN FT $2.50 1,704 $4,260.00 1,704 $4,260.00
2104.503 REMOVE RETAINING WALL LIN FT $40.00 54 $2,160.00 54 $2,160.00
2104.503 SALVAGE PIPE SEWER LIN FT $100.00 28 $2,800.00 28 $2,800.00
2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $4.00 447 $1,788.00 447 $1,788.00
2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD $3.00 19,684 $59,052.00 19,684 $59,052.00
2104.518 REMOVE BITUMINOUS WALK SQ FT $1.50 683 $1,024.50 683 $1,024.50
2104.518 REMOVE CONCRETE WALK SQ FT $1.50 143 $214.50 143 $214.50
2104.518 REMOVE CONCRETE MEDIAN SQ FT $1.50 1,425 $2,137.50 1,425 $2,137.50
2106.507 EXCAVATION - COMMON (P)CU YD $10.00 38,406 $384,060.00 37,726 $377,260.00 170 $1,700.00 510 $5,100.00
2106.507 EXCAVATION - SUBGRADE (P)CU YD $14.00 19,983 $279,762.00 18,851 $263,914.00 326 $4,564.00 806 $11,284.00
2106.507 EXCAVATION - CHANNEL AND POND (P)CU YD $14.00 11,717 $164,038.00 10,484 $146,776.00 1,233 $17,262.00
2106.507 SELECT GRANULAR EMBANKMENT (CV)(P)CU YD $16.00 20,181 $322,896.00 18,935 $302,960.00 326 $5,216.00 920 $14,720.00
2106.507 COMMON EMBANKMENT (CV)(P)CU YD $5.00 4,516 $22,580.00 2,981 $14,905.00 64 $320.00 400 $2,000.00 1,033 $5,165.00 38 $190.00
2111.519 TEST ROLLING RDST $250.00 87 $21,750.00 87 $21,750.00
2118.507 AGGREGATE SURFACING (CV) CLASS 2 CU YD $65.00 29 $1,885.00 29 $1,885.00
2118.609 AGGREGATE SURFACING SPECIAL (16) TON $22.00 100 $2,200.00 100 $2,200.00
2123.610 STREET SWEEPER (WITH PICKUP BROOM)(25) HOUR $150.00 200 $30,000.00 200 $30,000.00
2130.523 WATER (15) MGAL $33.00 1,000 $33,000.00 1,000 $33,000.00
2131.506 CALCIUM CHLORIDE SOLUTION (19) GALLON $1.50 1,000 $1,500.00 1,000 $1,500.00
2211.507 AGGREGATE BASE (CV) CLASS 5 (P)CU YD $26.00 6,712 $174,512.00 5,679 $147,654.00 106 $2,756.00 359 $9,334.00 568 $14,768.00
2231.509 BITUMINOUS PATCHING MIXTURE (23) TON $125.00 125 $15,625.00 125 $15,625.00
2301.602 DRILL & GROUT REINF BAR (EPOXY COATED)EACH $20.00 25 $500.00 25 $500.00
2360.504 TYPE SP 9.5 WEAR CRS MIX (3,C) 3.0" THICK (24) SQ YD $20.00 290 $5,800.00 290 $5,800.00
2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON $68.00 1,706 $116,008.00 1,666 $113,288.00 40 $2,720.00
2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3,B)TON $60.00 2,879 $172,740.00 2,879 $172,740.00
2360.509 TYPE SP 12.5 WEARING COURSE MIX (3,C)TON $65.00 3,455 $224,575.00 3,274 $212,810.00 51 $3,315.00 130 $8,450.00
2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3,C)TON $60.00 246 $14,760.00 53 $3,180.00 193 $11,580.00
2411.601 DRAINAGE SYSTEM LUMP SUM $10,000.00 1 $10,000.00 1 $10,000.00
2411.618 PREFABRICATED MODULAR BLOCK WALL (7) SQ FT $70.00 1,443 $101,010.00 1443 $101,010.00
2411.618 ANTI-GRAFFITI COATING (7) SQ FT $2.00 1,443 $2,886.00 1443 $2,886.00
2411.618 ARCH SURFACE FINISH (MULTI COLOR)(7)(8) SQ FT $4.00 1,443 $5,772.00 1443 $5,772.00
2451.507 COARSE FILTER AGGREGATE MOD (LV)(4) CU YD $60.00 10 $600.00 10 $600.00
2451.507 FINE FILTER AGGREGATE (LV)(5) CU YD $45.00 75 $3,375.00 75 $3,375.00
2451.507 FINE FILTER AGGREGATE (CV)(P) (27) CU YD $60.00 475 $28,500.00 475 $28,500.00
2451.607 FILL CLAY SPECIAL CU YD $50.00 1,579 $78,950.00 1,379 $68,950.00 200 $10,000.00
2451.607 FILTER MEDIA SPECIAL (5) CU YD $105.00 30 $3,150.00 30 $3,150.00
2501.502 15" RC PIPE APRON EACH $850.00 4 $3,400.00 3 $2,550.00 1 $850.00
2501.502 18" RC PIPE APRON EACH $900.00 2 $1,800.00 2 $1,800.00
2502.503 6" PE PIPE DRAIN LIN FT $21.00 78 $1,638.00 78 $1,638.00
2502.503 4" PERF TP PIPE DRAIN (3) LIN FT $12.00 8,200 $98,400.00 8,200 $98,400.00
2502.503 6" PERF PE PIPE DRAIN LIN FT $18.00 181 $3,258.00 181 $3,258.00
2503.503 8" PVC PIPE SEWER (SCH 40)LIN FT $80.00 48 $3,840.00 48 $3,840.00
2503.503 15" RC PIPE SEWER DES 3006 CLASS V (1)(20) LIN FT $67.00 3,102 $207,834.00 3,063 $205,221.00 39 $2,613.00
2503.503 18" RC PIPE SEWER DES 3006 CLASS V (1)(20) LIN FT $63.00 857 $53,991.00 709 $44,667.00 148 $9,324.00
2503.503 21" RC PIPE SEWER DES 3006 (1) LIN FT $92.00 103 $9,476.00 103 $9,476.00
2503.503 21" RC PIPE SEWER DES 3006 CLASS III (1) LIN FT $70.00 792 $55,440.00 792 $55,440.00
2503.503 24" RC PIPE SEWER DES 3006 (1) LIN FT $78.00 97 $7,566.00 97 $7,566.00
2503.503 24" RC PIPE SEWER DES 3006 CLASS III (1) LIN FT $80.00 141 $11,280.00 141 $11,280.00
2503.503 27" RC PIPE SEWER DES 3006 (1) LIN FT $88.00 243 $21,384.00 243 $21,384.00
2503.602 CONNECT TO EXISTING STORM SEWER EACH $770.00 2 $1,540.00 2 $1,540.00
2503.603 VIDEO TAPE PIPE SEWER (17) LIN FT $4.00 1,776 $7,104.00 1,776 $7,104.00
2503.603 INSTALL PIPE SEWER LIN FT $150.00 28 $4,200.00 28 $4,200.00
2504.602 ADJUST HYDRANT EACH $1,300.00 6 $7,800.00 1 $1,300.00 5 $6,500.00
2504.602 ADJUST VALVE BOX EACH $720.00 17 $12,240.00 4 $2,880.00 13 $9,360.00
2504.602 ADJUST CURB BOX EACH $600.00 1 $600.00 1 $600.00
2504.604 4" INSULATION (31) SQ YD $55.00 88 $4,840.00 16 $880.00 72 $3,960.00
2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 EACH $3,425.00 2 $6,850.00 2 $6,850.00
2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 2 EACH $3,425.00 1 $3,425.00 1 $3,425.00
Description
CITY OF OAKDALE CITY OF LAKE ELMOWASHINGTON COUNTY
NON-PARTICIPATINGROADWAYSAP 082-613-042
BMP 1 - WET POND94% SAP 082-613-0426% LAKE ELMO (LOCAL)ROADWAYSAP 185-020-007 NON-PARTICIPATING
OPINION OF PROBABLE COST
STORM SEWER
BMP 2 - FILTRATION BASIN57% SAP 082-613-04221% SAP 185-020-007
22% LAKE ELMO (LOCAL)
ROADWAY87% SAP 082-613-0424% SAP 185-020-007
9% LAKE ELMO (LOCAL)
TRUNK LINE62% SAP 082-613-0423% SAP 185-020-007
35% LAKE ELMO (LOCAL)
PROJECT TOTAL 86% COUNTY SAP 082-613-0425% OAKDALE SAP 185-020-007
9% LAKE ELMO (LOCAL)
50% COUNTY SAP 082-613-04225% OAKDALE SAP 185-020-007
25% LAKE ELMO (LOCAL)
Exhibit B
R:\11319 - CSAH 13 - CSAH 14 to 44th Street\Agreements\Exhibit B Estimated Cost Splits v2 LE.xls 2 8/4/2021
PROJECT:CSAH 13 PHASE 2 IMPROVEMENTS
SAP 082-613-042, SAP 185-020-007
COUNTY PROJ. NO.:CP 22-11319
WSB PROJ. NO.:013533-000
DATE:8/4/2021
Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
Number Notes Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity CostDescription
CITY OF OAKDALE CITY OF LAKE ELMOWASHINGTON COUNTY
NON-PARTICIPATINGROADWAYSAP 082-613-042
BMP 1 - WET POND94% SAP 082-613-0426% LAKE ELMO (LOCAL)ROADWAYSAP 185-020-007 NON-PARTICIPATING
OPINION OF PROBABLE COST
STORM SEWER
BMP 2 - FILTRATION BASIN57% SAP 082-613-04221% SAP 185-020-007
22% LAKE ELMO (LOCAL)
ROADWAY87% SAP 082-613-0424% SAP 185-020-007
9% LAKE ELMO (LOCAL)
TRUNK LINE62% SAP 082-613-0423% SAP 185-020-007
35% LAKE ELMO (LOCAL)
PROJECT TOTAL 86% COUNTY SAP 082-613-0425% OAKDALE SAP 185-020-007
9% LAKE ELMO (LOCAL)
50% COUNTY SAP 082-613-04225% OAKDALE SAP 185-020-007
25% LAKE ELMO (LOCAL)
2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 3 EACH $100.00 3 $300.00 3 $300.00
2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 4 EACH $3,425.00 1 $3,425.00 1 $3,425.00
2506.502 CASTING ASSEMBLY EACH $1,100.00 67 $73,700.00 63 $69,300.00 4 $4,400.00
2506.502 ADJUST FRAME & RING CASTING EACH $520.00 4 $2,080.00 4 $2,080.00
2506.503 CONST DRAINAGE STRUCTURE DESIGN G LIN FT $450.00 91 $40,950.00 91 $40,950.00
2506.503 CONST DRAINAGE STRUCTURE DESIGN SD-48 LIN FT $712.00 17 $12,104.00 17 $12,104.00
2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT $450.00 210 $94,500.00 201 $90,450.00 9 $4,050.00
2506.503 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT $600.00 64 $38,400.00 34.2 $20,520.00 29.8 $17,880.00
2506.602 INSTALL CATCH BASIN EACH $2,500.00 2 $5,000.00 2 $5,000.00
2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $1,000.00 7 $7,000.00 7 $7,000.00
2511.504 GEOTEXTILE FILTER TYPE 4 SQ YD $5.00 85 $425.00 73 $365.00 12 $60.00
2511.507 RANDOM RIPRAP CLASS III CU YD $125.00 25 $3,125.00 17 $2,125.00 8 $1,000.00
2521.518 4" CONCRETE WALK (2) SQ FT $7.00 10,507 $73,549.00 10,507 $73,549.00
2521.518 6" CONCRETE WALK SQ FT $14.00 1,820 $25,480.00 510 $7,140.00 1310 $18,340.00
2521.518 3" BITUMINOUS WALK SQ FT $1.50 28,788 $43,182.00 349 $523.50 28439 $42,658.50
2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL 1 (28) LIN FT $30.00 139 $4,170.00 139 $4,170.00
2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL 2 (29) LIN FT $25.00 30 $750.00 30 $750.00
2531.503 CONCRETE CURB & GUTTER DESIGN B412 LIN FT $25.00 130 $3,250.00 130 $3,250.00
2531.503 CONCRETE CURB & GUTTER DESIGN B424 LIN FT $19.00 11,923 $226,537.00 7,533 $143,127.00 2,064 $39,216.00 2,326 $44,194.00
2531.503 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $23.00 464 $10,672.00 464 $10,672.00
2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $80.00 69 $5,520.00 69 $5,520.00
2531.618 TRUNCATED DOMES SQ FT $50.00 279 $13,950.00 48 $2,400.00 231 $11,550.00
2540.602 MAIL BOX SUPPORT (14) EACH $200.00 6 $1,200.00 6 $1,200.00
2554.502 END TREATMENT - TANGENT TERMINAL (18) EACH $2,700.00 2 $5,400.00 2 $5,400.00
2554.503 TRAFFIC BARRIER DESIGN TYPE 31 LIN FT $23.00 263 $6,049.00 263 $6,049.00
2557.503 WIRE FENCE DESIGN SPECIAL VINYL COATED (21) LIN FT $80.00 240 $19,200.00 240 $19,200.00
2563.601 TRAFFIC CONTROL SUPERVISOR LUMP SUM $10,000.00 1 $10,000.00 0.57 $5,700.00 0.02 $200.00 0.04 $400.00 0.06 $600.00 0.06 $600.00 0.15 $1,500.00 0.03 $300.00 0.06 $600.00 0.01 $100.00
2563.601 TRAFFIC CONTROL (9) LUMP SUM $75,000.00 1 $75,000.00 0.57 $42,750.00 0.02 $1,500.00 0.04 $3,000.00 0.06 $4,500.00 0.06 $4,500.00 0.15 $11,250.00 0.03 $2,250.00 0.06 $4,500.00 0.01 $750.00
2563.602 FLEXIBLE DELINEATORS TYPE A (13) EACH $75.00 13 $975.00 7 $525.00 3 $225.00 3 $225.00
2563.610 FLAGGER (12) HOUR $95.00 200 $19,000.00 200 $19,000.00
2563.613 PORTABLE CHANGEABLE MESSAGE SIGN UNIT DAY $115.00 80 $9,200.00 80 $9,200.00
2563.618 CONSTRUCTION SIGN-SPECIAL (11) SQ FT $22.00 75 $1,650.00 75 $1,650.00
2564.518 SIGN PANELS TYPE C SQ FT $58.00 268 $15,544.00 268 $15,544.00
2564.602 INSTALL SIGN TYPE SPECIAL EACH $75.00 6 $450.00 6 $450.00
2564.602 DELINEATOR / MARKER PANEL EACH $55.00 8 $440.00 8 $440.00
2571.604 GEOTEXTILE WEED BARRIER FABRIC (22) SQ YD $10.75 408 $4,386.00 408 $4,386.00
2572.503 TEMPORARY FENCE (30) LIN FT $2.50 2,200 $5,500.00 2,200 $5,500.00
2572.503 CLEAN ROOT CUTTING (30) LIN FT $4.00 4,400 $17,600.00 4,400 $17,600.00
2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM $7,500.00 1 $7,500.00 1 $7,500.00
2573.501 EROSION CONTROL SUPERVISOR LUMP SUM $10,000.00 1 $10,000.00 0.57 $5,700.00 0.02 $200.00 0.04 $400.00 0.06 $600.00 0.06 $600.00 0.15 $1,500.00 0.03 $300.00 0.06 $600.00 0.01 $100.00
2573.502 STORM DRAIN INLET PROTECTION EACH $200.00 75 $15,000.00 75 $15,000.00
2573.502 CULVERT END CONTROLS EACH $300.00 3 $900.00 3 $900.00
2573.503 SILT FENCE; TYPE HI LIN FT $4.00 667 $2,668.00 667 $2,668.00
2573.503 SILT FENCE; TYPE MS LIN FT $2.00 5,490 $10,980.00 5490 $10,980.00
2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER (10) LIN FT $5.00 2,478 $12,390.00 2478 $12,390.00
2573.503 SEDIMENT CONTROL LOG TYPE COMPOST (10) LIN FT $4.00 209 $836.00 209 $836.00
2574.505 SOIL BED PREPARATION ACRE $240.00 8 $1,920.00 8 $1,920.00
2574.508 FERTILIZER TYPE 3 POUNDS $1.00 2,322 $2,322.00 2,322 $2,322.00
2574.508 FERTILIZER TYPE 4 POUNDS $1.00 114 $114.00 80 $80.00 34 $34.00
2575.504 ROLLED EROSION PREVENTION CATEGORY 15 SQ YD $2.00 7,307 $14,614.00 7,307 $14,614.00
2575.504 ROLLED EROSION PREVENTION CATEGORY 20 SQ YD $2.00 54,650 $109,300.00 54650 $109,300.00
2575.505 SEEDING ACRE $390.00 8 $3,120.00 8 $3,120.00
2575.505 WEED SPRAYING (26) ACRE $500.00 8 $4,000.00 8 $4,000.00
2575.506 WEED SPRAY MIXTURE (26) GALLON $91.00 5 $455.00 5 $455.00
2575.507 MULCH MATERIAL TYPE 9 CU YD $140.00 68 $9,520.00 68 $9,520.00
2575.508 SEED MIXTURE 25 - 131 POUNDS $4.00 435 $1,740.00 435 $1,740.00
2575.508 SEED MIXTURE 25 - 141 POUNDS $5.00 278 $1,390.00 278 $1,390.00
2575.508 SEED MIXTURE 33 - 261 POUNDS $26.00 27 $702.00 19 $494.00 8 $208.00
2575.508 HYDRAULIC STABILIZED FIBER MATRIX POUNDS $1.00 5,908 $5,908.00 5,908 $5,908.00
2575.523 WATER MGAL $33.00 1,000 $33,000.00 1,000 $33,000.00
2575.523 RAPID STABILIZATION METHOD 3 (31) MGAL $625.00 25 $15,625.00 25 $15,625.00
2582.503 4" SOLID LINE MULTI COMP GR IN (WR)LIN FT $0.75 16,308 $12,231.00 16,078 $12,058.50 230 $172.50
2582.503 24" SOLID LINE MULTI COMP GR IN (WR)LIN FT $14.00 214 $2,996.00 214 $2,996.00
2582.503 4" BROKEN LINE MULTI COMP GR IN (WR)LIN FT $0.75 114 $85.50 114 $85.50
2582.503 4" DBLE SOLID LINE MULTI COMP GR IN (WR)LIN FT $1.15 3,366 $3,870.90 3,041 $3,497.15 160 $184.00 165 $189.75
2582.503 24" SOLID LINE PREF THERMO GR IN LIN FT $26.00 16 $416.00 16 $416.00
2582.518 PAVT MSSG PREF THERMO GR IN SQ FT $38.00 457 $17,366.00 426 $16,188.00 31 $1,178.00
2582.518 CROSSWALK PERF THERMO GR IN SQ FT $17.00 240 $4,080.00 240 $4,080.00
$4,287,144.90 2,446,925.65$77,253.00$5,060.00$164,002.75$272,139.50$270,774.00$625,163.00$126,058.00$256,179.00$$43,590.00
342,971.59$195,754.05$6,180.24$404.80$13,120.22$21,771.16$21,661.92$50,013.04$10,084.64$20,494.32$3,487.20$
355,000.00$160,000.00$30,000.00$-$165,000.00$-$-$-$-$-$-$
700,000.00$399,000.00$14,000.00$-$28,000.00$42,000.00$42,000.00$105,000.00$21,000.00$42,000.00$7,000.00$
$5,685,116.49 3,201,679.70$127,433.24$5,464.80$370,122.97$335,910.66$334,435.92$780,176.04$157,142.64$318,673.32$54,077.20$
DESIGN
TOTAL ESTIMATE
RIGHT OF WAY
ESTIMATE SUBTOTAL
CONSTRUCTION ADMIN. (8%)
Exhibit B
R:\11319 - CSAH 13 - CSAH 14 to 44th Street\Agreements\Exhibit B Estimated Cost Splits v2 LE.xls 3 8/4/2021
PROJECT:CSAH 13 PHASE 2 IMPROVEMENTS
SAP 082-613-042, SAP 185-020-007
COUNTY PROJ. NO.:CP 22-11319
WSB PROJ. NO.:013533-000
DATE:8/4/2021
Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated
Number Notes Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity CostDescription
CITY OF OAKDALE CITY OF LAKE ELMOWASHINGTON COUNTY
NON-PARTICIPATINGROADWAYSAP 082-613-042
BMP 1 - WET POND94% SAP 082-613-0426% LAKE ELMO (LOCAL)ROADWAYSAP 185-020-007 NON-PARTICIPATING
OPINION OF PROBABLE COST
STORM SEWER
BMP 2 - FILTRATION BASIN57% SAP 082-613-04221% SAP 185-020-007
22% LAKE ELMO (LOCAL)
ROADWAY87% SAP 082-613-0424% SAP 185-020-007
9% LAKE ELMO (LOCAL)
TRUNK LINE62% SAP 082-613-0423% SAP 185-020-007
35% LAKE ELMO (LOCAL)
PROJECT TOTAL 86% COUNTY SAP 082-613-0425% OAKDALE SAP 185-020-007
9% LAKE ELMO (LOCAL)
50% COUNTY SAP 082-613-04225% OAKDALE SAP 185-020-007
25% LAKE ELMO (LOCAL)
Storm Water BMP 1 Storm Water BMP 2
Acres 0.91 0.30
*Vaule 34,000$ 34,000$
City of Lake Elmo's
Contributing Flow %4% 22%
Estimated 29,702$ 7,956$
BMP Credit
56%515,932$ 44%405,376$
367,718$
BMP Credit
37,658$
*The vaule of the city property will be appraised. The BMP credit table will be updated based on the appriased vaule.
(37,658)$
5,685,116$
355,000$
700,000$
515,932$
37,658$ BMP Credit
Total 4,801,466$
City-City Agreement
30,540$
Construction
Const. Admin.16,146$
City of Oakdale City of Lake Elmo
381,753$
Washington County
201,829$
640,433$ 5,685,116$
Total
3,703,563$ 4,287,145$
296,285$ 342,971$
32,900$
Right of Way
Design
Total
603,960$ 63,140$
160,000$ 30,000$ 165,000$
4,763,808$ 280,875$
Exhibit B
Exhibit C
Exhibit D
Page 1 of 4
COOPERATIVE AGREEMENT BETWEEN THE CITY OF LAKE ELMO
AND WASHINGTON COUNTY FOR MAINTENANCE OF COUNTY
STATE AID HIGHWAY (CSAH) 13, FROM 800 FEET NORTH
OF CSAH 14 to 44TH STREET NORTH
THIS AGREEMENT, by and between the City of Lake Elmo, a municipal corporation, herein after referred to as
the "City", and Washington County, a political subdivision of the State of Minnesota, hereinafter referred to as
the "County”.
WITNESSETH:
WHEREAS, the County intends to construct County State Aid Highway (CSAH) 13 (Ideal Avenue N.) from 800 feet
N. of CSAH 14 (34th Street N.) to 44th Street N. in the Cities of Lake Elmo and Oakdale, herein referred to as the
“Project” and shown in Exhibit A; and
WHEREAS, a cooperative effort between the City and County is the appropriate method to facilitate the
maintenance of these transportation improvements; and
WHEREAS, the County is entering into separate Cost Share and Maintenance Agreements with each City to
reflect their contribution to the project; and
WHEREAS, the Cities of Lake Elmo and Oakdale have entered into a separate cost share agreement with each
other; and
NOW THEREFORE, IT IS HEREBY MUTUALLY AGREED AS FOLLOWS:
A. PURPOSE
The purpose of this Agreement is set forth in the above whereas clauses which are all incorporated by
reference as if fully set forth herein and shall consist of this Agreement, Exhibit A (Location Map), Exhibit B
(Stormwater Basin #1), and Exhibit C (Stormwater Basin #2).
B. MAINTENANCE/OWNERSHIP
1. Upon completion of the project, the City shall own and maintain the following under this project:
a. Municipal Utilities, including water main and roadway lighting.
b. Pavement markings. The City shall own and maintain all crosswalk and pavement markings on its
City right-of-way.
c. Signing. All permanent roadway signing on City roads will be controlled by the City.
d. Pavement. The City shall own and maintain all pavement systems constructed in City right-of-way.
e. Curb and gutter. The City shall own and maintain all curb and gutter on its City right-of-way existing
or constructed under this project.
2. Upon completion of this project the County shall own and maintain the following under this project:
a. Storm sewer. The County shall own and maintain the storm sewer trunk line and catch basin and
leads on its County right-of-way existing or constructed under this project.
b. Stormwater Basins. The County shall own and participate with the City in maintenance of the
stormwater basins as outlined in Section B.3.a.
c. Pavement markings. The County shall own and maintain all crosswalk and pavement markings on its County
right-of-way.
d. Signing. All permanent roadway signing on County roads will be controlled by the County.
e. Pavement. The County shall own and maintain all pavement systems constructed in County right-of-
WASHINGTON COUNTY
CONTRACT NO. 14180
DEPT. PUBLIC WORKS
DIVISION TRANSPORTATION
TERM PERPETUAL
Page 2 of 4
way.
f. With respect to the constructed corridor boulevard, the County will mow the corridor boulevards a
minimum of twice per year.
g. Curb and gutter. The County shall own and maintain all curb and gutter on its County right-of-way
existing or constructed under this project.
h. Retaining walls and fencing. The County shall perform maintenance of the retaining wall located
along the east side of CSAH 13 and within the County right-of-way.
i. Guardrail. The County shall own and maintain the guardrail located in the boulevard adjacent to the
retaining wall addressed in B.2.h.
j. Trail and pedestrian ramps located within the County right-of-way; The County will own and
perform major maintenance of trails and pedestrian ramps. Major maintenance shall include repair
and/or replacement of pedestrian ramp panels and failing trail segments.
3. Upon completion of the project, the following applies to the City and County:
a. The City shall participate with the County and others in major maintenance costs of the Stormwater
Basins (see Exhibit B and C).
1) Major maintenance, as determined by the County Engineer, shall include:
i. Removal of sediment from the basin to restore the basin to its original volume. This
task will be considered major when the original basin storage volume has been
reduced to 50%.
ii. Restoring the infiltration capacity of underlying soils and/or infiltration media.
iii. Stabilizing surface and side slope disturbances.
iv. Inlet and outlet pipe, structure, and apron repair and/or replacement.
2) Contribution to major maintenance costs shall be based on contributing flows at the time of
construction. Contributing flows are as follows:
i. Stormwater Basin #1
1. City of Lake Elmo: 6%
2. Washington County: 94%
ii. Stormwater Basin #2
1. City of Lake Elmo: 22%
2. City of Oakdale: 21%
3. Washington County: 57%
3) The City shall not participate in any minor maintenance of the storm water basin systems.
4. All maintenance required to be performed by this Agreement by the Parties shall be performed in a
manner which shall be at the sole discretion of the party so obligated.
5. The City and County will follow work zone traffic control procedures required in the Minnesota Manual
of Uniform Traffic Control Devices for all maintenance activities.
6. The County and City will notify each other at least 24 hours in advance of any maintenance activities
requiring a lane closure for work within the other party’s right-of-way.
7. The County will control all parking and other regulations on County roads, subject to any previous
Agreements between the City and the County.
C. CIVIL RIGHTS AND NON-DISCRIMINATION
The provisions of Minn. Stat. 181.59 and of any applicable ordinance relating to civil rights and
discrimination shall be considered part of this Agreement as if fully set further herein, and shall be part of
any Agreement entered into by the parties with any contractor subcontractor, or material suppliers.
Page 3 of 4
D. WORKERS COMPENSATION
It is hereby understood and agreed that any and all employees of the City and all other persons employed by
the City in the performance of construction and/or construction engineering work or services required or
provided for under this Agreement shall not be considered employees of the County and that any and all
claims that may or might arise under the Worker’s Compensation Act of the State of Minnesota on behalf of
said employees while so engaged and any and all claims made by any third parties as a consequence of any
act or omission on the part of said City employees while so engaged on any of the construction and/or
construction engineering work or services to be rendered herein shall in no way be the obligation or
responsibility of the County.
It is hereby understood and agreed that any and all employees of the County and all other persons
employed by the County in the performance of construction and/or construction engineering work or
services required or provided for under this Agreement shall not be considered employees of the City and
that any and all claims that may or might arise under the Worker’s Compensation Act of the State of
Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as
a consequence of any act or omission on the part of said County employees while so engaged on any of the
construction and/or construction engineering work or services to be rendered herein shall in no way be the
obligation or responsibility of the City.
E. INDEMNIFICATION
1. The City agrees that it will defend, indemnify and hold harmless the County against any and all liability,
loss, damages, costs and expenses which the County may hereafter sustain, incur or be required to pay
by reason of any negligent act by the City, its agents, officers or employees during the performance of
this Agreement.
2. The County agrees that it will defend, indemnify and hold harmless the City against any and all liability,
loss, damages, costs and expenses which the City may hereafter sustain, incur or be required to pay by
reason of any negligent act by the County, its agents, officers or employees during the performance of
this Agreement.
3. To the fullest extent permitted by law, actions by the parties to this Agreement are intended to be and
shall be construed as a “cooperative activity” and it is the intent of the parties that they shall be deemed
a “single governmental unit” for the purposes of liability, as set forth in Minnesota Statutes, Section
471.59, subd. 1a.(b). The parties to this Agreement are not liable for the acts or omissions of another
party to this Agreement except to the extent they have agreed in writing to be responsible for the acts
or omissions of the other parties as provided for in Section 471.59, subd. 1a.
4. Each party’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 and other
applicable law. The parties agree that liability under this Agreement is controlled by Minnesota Statute
471.59, subdivision 1a. and that the total liability for the parties shall not exceed the limits on governmental
liability for a single unit of government as specified in 466.04, subdivision 1(a).
F. CONDITIONS
The City shall not assess or otherwise recover any portion of its cost for this project through special
assessment of County-owned property.
G. DATA PRACTICES
All data collected, created, received, maintained, disseminated, or used for any purposes in the course of
this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes 1984,
Section 13.01, et seq. or any other applicable state statutes and state rules adopted to implement the Act,
as well as state statutes and federal regulations on data privacy.
Page 4 of 4
H. TERM
This Agreement shall remain in full force and effect until terminated by mutual Agreement of the parties.
I. COUNTERPARTS
This Agreement may be executed in counterparts.
J. SEVERABILITY
If any provision or provisions of this Agreement are held to be invalid, illegal, or unenforceable, the validity,
legality, and enforceability of the remaining provisions shall not be affected.
IN TESTIMONY WHEREOF the parties have duly executed this Agreement by their duly authorized officers.
WASHINGTON COUNTY CITY OF LAKE ELMO
Chair Date Mayor Date
Board of Commissioners
Kevin Corbid Date City Administrator Date
County Administrator
Approved as to form: Approved as to form:
Assistant County Attorney Date City Attorney Date
Exhibit A
885
PRINT NAME:
DATE LICENSE #
REVISIONSNO.DATE BY CHK
6/28/2021
Plan By:
Design By:
Checked By:
Approved By:
TAW
TAW
EAE
EAE 44235
THE LAWS OF THE STATE OF MINNESOTA.
MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER
EARTH A. EVANS, PE
146
WASHINGTON COUNTY, MINN.
Phase 2 Improvements
CSAH 13 (Ideal Ave)PATH & FILENAME:PLOTTED/REVISED:6/28/2021Projects\Minnesota\013533-000\Cad\Plan\13533-000_gp01.dgn11:57:40 AMSAP 082-613-042, SAP 185-020-007, CP 22-11319106107108110611071108AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'DI985985
985985985985985990990990990GRADING PLAN
126
SCALE IN FEET
0 20 40
MH865
BMP 1 - CSAH 13 WET POND
3:1
4:1
3:13:14:1
14.5:1
3:1
3:1
3:1
3:1
3:110:110:14:1
INP R/W
CNST. LIMITS
R/W
INP R/W
{ CSAH 13 NB
{ CSAH 13 SB CSAH 13 (IDEAL AVE N)A A
B
B CNST. LIMITS
10:110:110:1
10:1
10:1
10:1
MAINT. ACCESSMAINT. ACCESSMAI
NT. ACCESS
3:1
10:15509
3:1BERM
BERM3:13:1BERM BERM
EOF-982
11. FINISHED SLOPE GRADES ARE LISTED AS HORIZONTAL TO VERTICAL (H:V).
10. SEE SHEETS TO FOR DRAINAGE PROFILES AND TABULATIONS.
9. SEEDING AND INSTALLATION OF EROSION CONTROL BLANKET SHALL BE COMPLETED WITHIN 48 HOURS OF FINAL GRADING.
SUPPORT VEGETATION.
8. ENSURE ALL CRITICAL ELEVATIONS ARE CORRECT PRIOR TO TOPSOIL PLACEMENT. A 6-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE EXPOSED POND SLOPES TO
TO PROTECT THE UNDERLYING SOILS.
7. IF BMP AREA IS BEING USED AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION, LEAVE A MINIMUM OF 2 FEET OF COVER OVER THE FINISHED GRADE ELEVATION
6. INSTALL ALL UTILITIES PRIOR TO SETTING FINAL GRADE OF BMP.
BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED.
5. GRADING OF THE BMP REQUIRES USE OF LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND
4. EXCAVATION OF THE BMP REQUIRES A TOOTHED BUCKET TO AVOID COMPACTING OR SMEARING SOILS.
3. EXISTING GROUND AND PROPOSED GROUND CONTOURS ARE APPROXIMATE. EXACT CONTOURS SHALL BE DETERMINED IN THE FIELD BY ENGINEER.
2. CONTOURS ARE TO FINISHED GROUND GRADE (TOP OF TOPSOIL).
& EROSION CONTROL.
1. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES, ESPECIALLY AFTER EACH RAINFALL EVENT. SEE SHEETS TO FOR TURF ESTABLISHMENT
GENERAL NOTES:
SECTION A-A
SECTION B-B
NOT TO SCALE
NOT TO SCALE
4
:1
14.5:1
4:1
10:1 10:1 3:1
3:13:1NWL 978 HWL 982.2
3:13:110:1
3:
1 3:1 10:1
EL 978
EL 977
EL 977
EL 983 NWL 978
HWL 982.3
EL 977
EL 978
EL 978
EL 982
EL 983
BTM EL 974
NOTES:
1
2
3
X
X
X
X
EL 977 3:1EL 985
EL 983
6" TOPSOIL SEE SPECIFICATION
2' MIN. FILL SPECIAL CLAY
EL 974
BTM
EL 978
EL 981
EL 983
3:13:1
6" TOPSOIL SEE SPECIFICATION
2' MIN. FILL SPECIAL CLAY
ANY SEDIMENT DEPOSITED PRIOR TO ACCEPTANCE.
FINAL BASIN GRADING SHALL BE CONDUCTED TO REMOVE
TO ALLOW FOR FINAL GRADING AND TURF ESTABLISHMENT.
FILL SPECIAL-CLAY INSTALLATION SHALL BE STAGED
OPERATIONAL OR AS DIRECTED BY THE ENGINEER.
BE MAINTAINED UNTIL PROPOSED SYSTEM IS
DRAINAGE FROM THE SITE DOWNSTREAM SHALL
EXISTING DRAINAGE PATTERNS AND POSITIVE1
2
2
2
2
3
3
131 133
117 125 978978978978975975975980980980980
981
975 974974985985
987986989984 983
982982982 984983975
978
HWL-982.2 +/-
NWL-978.0
BTM-974.0
BMP-1 (POND 1)985985983978 980975980
983
981
983982
SHEET
OF
SHEETS
5300
5301
53025304
5303
5305
5507
5506
5505
5201
5200
CITY OF LAKE ELMO
#3655
LEGEND
SURFACE FLOW DIRECTION
APRON
STRUCTURE NUMBER
RANDOM RIPRAP
DRAINAGE STRUCTURES
XXXX
RIGHT OF WAY
CONSTRUCTION LIMITS
INPLACE STORM SEWER
DRN AND UTL EASEMENTSTORM SEWER PIPE
EXISTING CONTOURS
PROPOSED CONTOURS
Exhibit B
885
PRINT NAME:
DATE LICENSE #
REVISIONSNO.DATE BY CHK
6/28/2021
Plan By:
Design By:
Checked By:
Approved By:
TAW
TAW
EAE
EAE 44235
THE LAWS OF THE STATE OF MINNESOTA.
MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER
EARTH A. EVANS, PE
146
WASHINGTON COUNTY, MINN.
Phase 2 Improvements
CSAH 13 (Ideal Ave)PATH & FILENAME:PLOTTED/REVISED:6/28/2021Projects\Minnesota\013533-000\Cad\Plan\13533-000_gp02.dgn11:57:45 AMSAP 082-613-042, SAP 185-020-007, CP 22-11319310131023103100101102110011011102AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'MHMHMH9959951000100010001000GRADING PLAN
127
SCALE IN FEET
0 20 40
MH865
BMP 2 - CSAH 13 FILTRATION BASIN
4:1
4:14:1
A A
B
B
SECTION A-A
SECTION B-B
NOT TO SCALE
NOT TO SCALE
4:14:14:14:1
EL 988
HWL 995.3
NOTES:
1
2
3
SEE SPECIFICATION FOR SOIL FILTER MEDIA COMPOSITION.
AT A MINIMUM 1.5'DEPTH.
FILTER AGGREGATE AT THE PERFORATED DRAINTILE FROM CO-2 TO CO-3
WITH A MIN. THICKNESS OF 1.0' AND TAPER TO THE COARSE
FINE FILTER AGGREGATE SHALL START AT ELEVATION 993.0
FILTRATION SOIL MEDIA SHALL COVER THE 993.5 ELEVATION
SEE SHEET FOR DRAINTILE TABULATION.
AND DRAINTILE TRENCH.
SEE DRAINAGE DETAIL SHEET FOR CLEANOUTS (DES. SP. 3)
125
114
994.5
OUTLET 995.3
HWL
EL 998EL 998
TABLE 3149.2-11
FINE FILTER AGG.
TABLE 3149.2-9
COARSE FILTER AGG.
3
2
1
1
1
994.5
OUTLET
2' MIN. THICKNESS
FILL SPECIAL - CLAY
11. FINISHED SLOPE GRADES ARE LISTED AS HORIZONTAL TO VERTICAL (H:V).
10. SEE SHEETS TO FOR DRAINAGE PROFILES AND TABULATIONS.
9. SEEDING AND INSTALLATION OF EROSION CONTROL BLANKET SHALL BE COMPLETED WITHIN 48 HOURS OF FINAL GRADING.
SUPPORT VEGETATION.
8. ENSURE ALL CRITICAL ELEVATIONS ARE CORRECT PRIOR TO TOPSOIL PLACEMENT. A 6-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE EXPOSED POND SLOPES TO
TO PROTECT THE UNDERLYING SOILS.
7. IF BMP AREA IS BEING USED AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION, LEAVE A MINIMUM OF 2 FEET OF COVER OVER THE FINISHED GRADE ELEVATION
6. INSTALL ALL UTILITIES PRIOR TO SETTING FINAL GRADE OF BMP.
BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED.
5. GRADING OF THE BMP REQUIRES USE OF LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND
4. EXCAVATION OF THE BMP REQUIRES A TOOTHED BUCKET TO AVOID COMPACTING OR SMEARING SOILS.
3. EXISTING GROUND AND PROPOSED GROUND CONTOURS ARE APPROXIMATE. EXACT CONTOURS SHALL BE DETERMINED IN THE FIELD BY ENGINEER.
INSTALLATION. BOTTOM OF CLAY REQUIRES 2' OF ADDITIONAL EXCAVATION.
2. CONTOURS ARE TO FINISHED GROUND GRADE (TOP OF TOPSOIL) ABOVE ELEV. 993.5. CONTOURS BELOW 993.5 ARE TO TOP OF CLAY PRIOR TO FILTRATION SYSTEM
& EROSION CONTROL.
1. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES, ESPECIALLY AFTER EACH RAINFALL EVENT. SEE SHEETS TO FOR TURF ESTABLISHMENT
GENERAL NOTES:
TOP - 993.5
BTM - 993.0
SOIL MEDIA
FILTRATION
EL 994.5
VARIES
EL 997
4:1
EL 998
EL 1000
VARIES
TOP - 993.5
BTM - 993.0
SOIL MEDIA
FILTRATION
TABLE 3149.2-11
FINE FILTER AGG.2' MIN. THICKNESS
FILL SPECIAL - CLAY
TABLE 3149.2-9
COARSE FILTER AGG.
131 133
117 125
HWL-995.3 +/-
OUTLET-994.5
BTM-993.5
BMP-2 (FILTRATION)9929959959971000992991.5SHEET
OF
SHEETS
5603
5605
5601
CO-3
CO-2
CO-1
5604
5602
5600
LEGEND
SURFACE FLOW DIRECTION
APRON
STRUCTURE NUMBER
RANDOM RIPRAP
DRAINAGE STRUCTURES
XXXX
RIGHT OF WAY
CONSTRUCTION LIMITS
INPLACE STORM SEWER
DRN AND UTL EASEMENTSTORM SEWER PIPE
EXISTING CONTOURS
PROPOSED CONTOURS
Exhibit C