HomeMy WebLinkAbout#16 - Cooperative Agreements - Manning Ave-TH36 Interchange STAFF REPORT
DATE: April 20, 2021
REGULAR
AGENDA ITEM: Approve Cooperative Agreements for the Trunk Highway (TH) 36 and
Manning Avenue (CSAH15) Interchange Project
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 Trunk Highway (TH) 36 and
Manning Avenue (CSAH 15) Interchange Project? BACKGROUND: Washington County intends to construct a grade separated interchange at the intersection of Trunk Highway (TH) 36 and Manning Avenue (CSAH 15) to improve safety, capacity, and operation of the intersection, the TH 36 corridor and the surrounding area. The project requires the realignment and reconstruction of Linden Avenue North (the entrance to the Sanctuary development in Lake Elmo) that will result in a “stop” condition intersection while yielding to the traffic from the proposed high density and commercial development that is planned in Stillwater Township/future City of Stillwater. A significant part of the project includes a temporary by-pass roadway to provide access to the Sanctuary development and the City’s water supply well during construction.
On January 19, 2021, 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. Key elements of the agreements are as follows:
• The estimated cost share participation by Lake Elmo is $49,209.54, after applying prorated Federal and State grants toward the City’s calculated construction cost participation amount of $1,217,001.
• 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 pay 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.
• 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 along Linden Avenue. This will include the trail and pedestrian ramps constructed along Linden Avenue, as well as the abandoned watermain line beneath Linden Avenue.
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 $49,209.54.
The actual cost share will be determined once the project is complete and the final costs are known. The City’s share of the costs, as assigned by the County, include the realignment and reconstruction of that
portion of Linden Avenue North that resides within City right-of-way, including 100% of the costs to abandon the City’s watermain at this intersection. In addition, the County has assigned 100% of the temporary by-pass roadway and 50% of retaining wall #3 (located in Lake Elmo City limits but supporting the portion of Manning Avenue owned and operated by Stillwater). RECOMMENDATION: Staff is recommending that the City Council approve a Resolution, approving Cooperative Agreements with Washington County for the Trunk Highway (TH) 36 and Manning Avenue (CSAH 15) Interchange Project. The recommended motion for the action is as follows:
“Move to approve Resolution No. 2021-048 Approving Cooperative Agreements with Washington County for the Trunk Highway (TH) 36 and Manning Avenue (CSAH 15) Interchange Project.” ATTACHMENTS:
1. Resolution Approving Cooperative Agreements with Washington County for the Trunk Highway (TH) 36 and Manning Avenue (CSAH 15) Interchange Project. 2. Cooperative Cost Share Agreement No. 13753.
3. Cooperative Maintenance Agreement 13754.
CITY OF LAKE ELMO
WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2021-048 A RESOLUTION APPROVING COOPERATIVE AGREEMENTS WITH WASHINGTON COUNTY FOR THE TRUNK HIGHWAY (TH) 36 AND MANNING AVENUE (CSAH 15) INTERCHANGE PROJECT
WHEREAS, Washington County intends to construct a roadway interchange at the intersection of Trunk Highway (TH) 36 and Manning Avenue, in which portions of the project are within the City of Lake Elmo, 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. 13753; 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 along Linden Avenue as detailed in the Cooperative Maintenance Agreement No. 13754; 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 13753 for the project costs of Trunk Highway (TH) 36 and Manning Avenue (CSAH 15), 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 13754 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 TWENTIETH DAY OF APRIL, 2021. CITY OF LAKE ELMO By: __________________________ Charles Cadenhead (Seal) Mayor ATTEST:
________________________________ Julie Johnson, City Clerk
Page 1 of 6
COOPERATIVE AGREEMENT BETWEEN THE CITY OF
LAKE ELMO AND WASHINGTON COUNTY FOR CONSTRUCTION COST OF
AN INTERCHANGE ON TRUNK HIGHWAY (TH) 36 AT MANNING AVENUE/
COUNTY STATE AID HIGHWAY (CSAH) 15
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 a roadway interchange at the intersection of Trunk Highway (TH) 36
and Manning Avenue in the City of Lake Elmo, herein referred to as the “Project” and shown in Exhibit A; and
WHEREAS, both the City and the County will be obligated for certain local costs attending the Project; 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 Federal Grants, State Funds, and local funds for these improvements; and
WHEREAS, the County desires to use Federal Grants, State Funds, 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, 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
(Cost Splits Map), Exhibit C (As-Bid Cost and Cost Splits), Exhibit D (Funding Summary), and Exhibit E
(Post-Project Right of Way Map).
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 082-615-034 (CSAH 15).
3. The following City project numbers have been assigned to the Project: 2017.153
4. The following Federal/State project numbers have been assigned to the Project: SP 8204-74
(Interchange).
WASHINGTON COUNTY
CONTRACT NO. 13753
DEPT. PUBLIC WORKS
DIVISION TRANSPORTATION
TERM SIGNATURE – END OF PROJECT
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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. 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.
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 costs 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; 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 C. The City shall pay to the County its
share of the total cost as shown in Exhibit C and as reduced through supplemental project funding as
shown in Exhibit D, and set forth in Table 1. After the County has awarded the construction contract,
Exhibit C and Exhibit D 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 Exhibit D.
After the County has awarded the construction contract, Exhibit C will be updated to reflect the actual
contractor’s unit prices.
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
10% of the construction cost. The City shall pay 10% of the City’s share of the construction cost for
construction engineering/contract administration as set forth in Exhibit D. After the County has
awarded the construction contract, Exhibit D will be updated to reflect the estimated construction
engineering/contract administration cost.
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
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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.
TABLE 1 – ESTIMATED COSTS
City of Lake Elmo Cost Summary
ITEM TOTAL COST CITY
SHARE
FUNDING
APPLIED CITY COST
Construction $21,160,251.35 $994,578.59 $992,578.59 $2,000.00
Design Engineering $2,616,153.00 $122,964.97 $122,964.97
Construction
Engineering/Contract
Administration
$2,116,025.14 $99,457.86 $99,457.86
Right of Way $4,120,000.00 0% $0
County Furnished Material $0 0% $0
Xcel Tower Relocation Cost $360,000.00 0% $0
BCWD Water Reuse Cost $300,000.00 0% $0
Bond Funding Applied $175,213.29 ($175,213.29)
TOTAL ESTIMATED COST $30,672,429.49 $1,217,001.42 $1,167,791.88 $49,209.54
10% Construction Contingency $99,457.86
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, less the City’s share of Federal Highway
Administration (FHWA) and State funding. The City shall pay their share of the cost of the work
that the FHWA and State do not pay, unless the FHWA and State do not pay their grant award
amounts due to the County or County’s consultant’s or contractor’s failure to perform the
project in accordance with the terms of the funding award.
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.
G. PAYMENT
1. Construction and Construction Engineering/Contract Administration
a. After the County has awarded the construction contract, the County shall update Exhibit C and
Exhibit D to conform the Exhibits to the amounts in the awarded bid and shall provide an updated
billing summary and invoice the City 10 percent of the City's estimated construction and
construction engineering/contract administration cost, after applying FHWA and State funding
allocations, based on the updated Exhibit C and Exhibit D.
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.
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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. The County shall submit to the City a final
invoice related to contested items or costs related to right of way condemnation within 12 months
of resolution of the item.
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.
5. The City shall hold funds equal to 10% of the City’s share of construction cost as shown in Table 1 until
project completion, to provide a contingency to cover contract changes that may increase the City's share
of construction costs. The holding of these funds shall not be construed to be a "cap" or maximum
amount of the City's share of construction costs due to contract changes.
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.
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.
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.
M. INDEMNIFICATION
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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).
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.
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IN TESTIMONY WHEREOF the parties have duly executed this Agreement by their duly authorized officers.
WASHINGTON COUNTY CITY OF LAKE ELMO
Chair
Board of Commissioners
Date Mayor Date
Kevin Corbid
County Administrator
Date City Administrator Date
Approved as to form:
Approved as to form:
Assistant County Attorney Date City Attorney Date
DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
4/9/2021
Exhibit A - Location Map - Page 1 of 1
DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
H:\Projects\10000\10207\CAD_BIM\Graphics\Cost Participation Graphic\10207_gr0_Cost Participation.dgn12/23/2020
Job #10207
Figure 1
Cost Participation Policies
TH 36/Manning Ave Interchange
Washington County, MN
100% COUNTY COST
INCLUDES WALL 1 SPLIT
SB CSAH 15 (STA. 117+72.7 TO STA. 123+00)
100% MNDOT COST (TRACK SEPARATELY FOR SA)
INCLUDES WALL 2 SPLIT
NB CSAH 15 (STA. 106+38 TO STA. 117+67.5)
100% CITY OF STILLWATER COST
NB MANNING AVE (STA. 100+15 TO STA. 106+38)
100% CITY OF LAKE ELMO COST
TEMPORARY BYPASS
100% MNDOT COST
INCLUDES WALLS 1 AND 3 SPLITS
TH 36, RAMPS/LOOPS. 60TH ST
6000300
SCALE IN FEET
LEGEND
COUNTY
CITY OF STILLWATER/COUNTY
CITY OF LAKE ELMO
CITY OF STILLWATER (OR TOWNSHIP)
MNDOT
WALL 2 SPLIT - 50% COUNTY/50% CITY OF STILLWATER COST
TRAIL - 50% COUNTY/50% CITY OF STILLWATER COST
WALL 3 SPLIT - 50% COUNTY/50% CITY OF LAKE ELMO
- 100% CITY OF LAKE ELMO COST
LINDEN AVE N, BYPASS AND BYPASS 1
- EXCLUDE TRAIL (100% COUNTY COST)
FOLLOW COUNTY/CITY COST PARTICIPATION POLICY
NB CSAH 15 (STA. 117+67.5 TO STA. 123+00)
WALL 3 (JOINT 7)
WALL 1 (JOINT 11)
SIGNAL 100% COUNTY COST
SIGNAL 80% COUNTY COST, 20% STILLWATER COST
Exhibit B - Cost Splits Map - Page 1 of 1
DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
QUANTITY AMOUNT STORM AMOUNT COUNTY AMOUNTCITY OF STILLWATERAMOUNT ROADWAY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT2011.601AS BUILTLUMP SUM $35,000.00 1 $35,000.00 0.19 $6,650.00 0.72 $25,200.00 0.03 $1,050.00 0.06 $2,100.002021.501 MOBILIZATIONLUMP SUM $800,000.00 1 $800,000.00 0.19 $152,000.00 0.72 $576,000.00 0.03 $24,000.00 0.06 $48,000.002031.502 FIELD OFFICE TYPE DEACH $60,000.00 1 $60,000.00 0.19 $11,400.00 0.72 $43,200.00 0.03 $1,800.00 0.06 $3,600.002041.610 TRAINEESHOUR $1.00 2000 $2,000.00 2,000.00 $2,000.002101.505 GRUBBING(P)ACRE $3,700.00 8.4 $31,080.00 0.10 $370.00 7.5 $27,750.00 0.7 $2,590.00 0.1 $370.002101.524 GRUBBINGTREE $250.00 46 $11,500.00 4.00 $1,000.00 11 $2,750.00 31 $7,750.002102.503 PAVEMENT MARKING REMOVALLIN FT$2.00 1610 $3,220.00910 $1,820.00 700 $1,400.002104.502 REMOVE CISTERN EACH $5,000.00 1 $5,000.001 $5,000.002104.502 REMOVE ANCHORAGE ASSEMBLY-TENSION CABLEEACH $2,000.00 3 $6,000.003 $6,000.002104.502 REMOVE ANCHORAGE ASSEMBLY-PLATE BEAMEACH $275.00 3 $825.003 $825.002104.502 REMOVE DRAINAGE STRUCTUREEACH $250.00 32 $8,000.00 18.00 $4,500.0014 $3,500.002104.502 REMOVE FIBER OPTIC VAULTEACH $750.00 2 $1,500.002 $1,500.002104.502 REMOVE DELINEATOR / MARKER SIGNEACH $25.00 17 $425.00 4.00 $100.00 13 $325.002104.502 REMOVE SIGN TYPE AEACH $2,500.00 1 $2,500.001 $2,500.002104.502 REMOVE SIGN TYPE CEACH $35.00 66 $2,310.00 3.00 $105.00 60 $2,100.00 1 $35.00 2 $70.002104.502 REMOVE SIGN TYPE DEACH $50.00 14 $700.00 1.00 $50.00 13 $650.002104.502 REMOVE SIGN TYPE SPECIALEACH $50.00 1 $50.00 1.00 $50.002104.502 REMOVE SIGNAL SYSTEMEACH $10,000.00 1 $10,000.00 1.00 $10,000.002104.502 REMOVE ENERGY ABSORBING TERMINALEACH $275.00 3 $825.003 $825.002104.502 REMOVE MAIL BOX SUPPORTEACH $100.00 1 $100.001 $100.002104.502 SALVAGE HYDRANT & VALVEEACH $1,500.00 1 $1,500.001 $1,500.002104.502 SALVAGE SIGN TYPE CEACH $35.00 2 $70.002 $70.002104.502 SALVAGE SIGN TYPE DEACH $100.00 1 $100.001 $100.002104.502 REMOVE REFERENCE LOCATION SIGNEACH $50.00 1 $50.001 $50.002104.503 SAWING CONCRETE PAVEMENTLIN FT$20.00 38 $760.0038 $760.002104.503 SAWING BIT PAVEMENT (FULL DEPTH)LIN FT$3.00 16944 $50,832.00 101.00 $303.00 16807 $50,421.00 36 $108.002104.503 REMOVE PIPE CULVERTSLIN FT$10.00 790 $7,900.00 232.00 $2,320.00 558 $5,580.002104.503 REMOVE SEWER PIPE (STORM)LIN FT$10.00 2413 $24,130.00 1,070.00 $10,700.00 52 $520.00 1291 $12,910.002104.503 REMOVE CURB & GUTTERLIN FT$5.00 3600 $18,000.00 1,598.00 $7,990.00 1538 $7,690.00 464 $2,320.002104.503 REMOVE GUARDRAIL-PLATE BEAMLIN FT$3.50 711 $2,488.50711 $2,488.502104.503 REMOVE TENSION CABLE GUARDRAILLIN FT$2.75 8225 $22,618.758225 $22,618.752104.504 REMOVE CONCRETE DRIVEWAY PAVEMENTSQ YD $10.00 238 $2,380.0017 $170.00 221 $2,210.002104.504 REMOVE BITUMINOUS PAVEMENTSQ YD $3.00 41888 $125,664.00 2,286.00 $6,858.00 30138 $90,414.00 834 $2,502.00 8630 $25,890.002104.518 REMOVE BITUMINOUS WALKSQ FT$0.50 15205 $7,602.50 4,953.00 $2,476.50 7729 $3,864.50 2523 $1,261.502104.518 REMOVE CONCRETE WALK SQ FT$1.00 913 $913.00913 $913.002104.518 REMOVE CONCRETE MEDIAN SQ FT$1.00 2400 $2,400.00 121.00 $121.00 2279 $2,279.002104.601 REMOVE CABLES LUMP SUM $2,000.00 1 $2,000.001 $2,000.002104.601 HAUL SALVAGED MATERIALLUMP SUM $1,000.00 1 $1,000.000.5 $500.000.5 $500.002104.603ABANDON PIPE SEWER LIN FT$15.00 85 $1,275.0085 $1,275.002104.603ABANDON WATER MAIN LIN FT$10.00 802 $8,020.00802 $8,020.002105.504 GEOTEXTILE FABRIC TYPE 7SQ YD $5.00 2410 $12,050.00225 $1,125.00 2185 $10,925.002105.601 DEWATERING LUMP SUM $10,000.00 1 $10,000.001 $10,000.002105.602 SETTLEMENT PLATESCU YD $500.00 18 $9,000.00 2.00 $1,000.00 16 $8,000.002105.607 COMMON BORROW SPECIAL (CV)(P)CU YD $30.00 13237 $397,110.0013237 $397,110.002105.609 HAUL & DISPOSE OF CONTAMINATED MATERIALTON $50.00 100 $5,000.00100 $5,000.002106.507 EXCAVATION - COMMON(P)CU YD $7.00 193496 $1,354,472.00 3,400.00 $23,800.00 727 $5,089.00 175712 $1,229,984.00 3250 $22,750.00 10407 $72,849.002106.507 EXCAVATION - SUBGRADE(P)CU YD $7.00 13004 $91,028.00 674.00 $4,718.00 10993 $76,951.00 192 $1,344.00 1145 $8,015.002106.507 SELECT GRANULAR EMBANKMENT (CV)(P)CU YD $18.00 38878 $699,804.00 3,397.00 $61,146.00 3 $54.00 30306 $545,508.00 2306 $41,508.00 2866 $51,588.002106.507 COMMON EMBANKMENT (CV)(P)CU YD $8.60 355421 $3,056,620.60 23,431.00 $201,506.60 5903 $50,765.80 282625 $2,430,575.00 24963 $214,681.80 18499 $159,091.402112.519 SUBGRADE PREPARATION(P)ROAD STA$100.00 195 $19,500.00 11.00 $1,100.00 167 $16,700.00 11 $1,100.00 6 $600.002118.607AGGREGATE SURFACING (CV) CLASS 1 MODCU YD $60.00 1286 $77,160.00 5.00 $300.00 507 $30,420.00 774 $46,440.002211.507AGGREGATE BASE (CV) CLASS 5(P)CU YD $28.00 1955 $54,740.00 384.00 $10,752.00 47 $1,316.00 404 $11,312.00 76 $2,128.00 1044 $29,232.002211.507AGGREGATE BASE (CV) CLASS 6CU YD $28.00 12926 $361,928.00 792.00 $22,176.00 11305 $316,540.00 471 $13,188.00 358 $10,024.002301.602 DRILL & GROUT REINF BAR (EPOXY COATED)EACH $15.00 67 $1,005.00 16.00 $240.00 16 $240.00 25 $375.00 7 $105.00 3 $45.002360.509 TYPE SP 9.5 WEARING COURSE MIX (2,B)TON $83.50 428 $35,738.00 145.00 $12,107.50 37 $3,089.50 84 $7,014.00 64 $5,344.00 98 $8,183.002360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3,B)TON $58.50 4768 $278,928.00 498.00 $29,133.00 2877 $168,304.50 334 $19,539.00 1059 $61,951.502360.509 TYPE SP 12.5 WEARING COURSE MIX (3,C)TON $73.00 8898 $649,554.007849 $572,977.00 631 $46,063.00 418 $30,514.002360.509 TYPE SP 12.5 WEARING COURSE MIX (3,F)TON $76.50 3237 $247,630.50 950.00 $72,675.00 2287 $174,955.502360.509 TYPE SP 12.5 NON WEAR COURSE MIX (4,B)TON $58.00 3296 $191,168.003296 $191,168.002360.509 TYPE SP 12.5 WEARING COURSE MIX (4,F)TON $79.50 1932 $153,594.001932 $153,594.002401.503 TYPE P-1 BARRIER CONCRETE (3S52)(P)LIN FT$85.00 299 $25,415.00 142.00 $12,070.00 142 $12,070.00 15 $1,275.002401.503 TYPE S (TL-4) 36" BARRIER CONC (3S52)(P)LIN FT$75.00 1436 $107,700.00 426.00 $31,950.00 938 $70,350.00 72 $5,400.002401.507 STRUCTURAL CONCRETE (3B52)(P)CU YD $477.00 248 $118,296.00248 $118,296.002402.503 ORNAMENTAL METAL RAILING TYPE SPECIAL 1(P)LIN FT$200.00 299 $59,800.00 142.00 $28,400.00 142 $28,400.00 15 $3,000.002406.503 EXPANSION JOINTS, DESIGN E8HLIN FT$95.00 175 $16,625.00175 $16,625.002406.504 BRIDGE APPROACH PANELS SQ YD $160.00 449 $71,840.00449 $71,840.002411.507 STRUCTURAL CONCRETE (1G52)(P)CU YD $475.00 1032 $490,200.00 417.00 $198,075.00 93 $44,175.00 454 $215,650.00 68 $32,300.002411.507 STRUCTURAL CONCRETE (3G52)(P)CU YD $550.00 1770 $973,500.00 728.00 $400,400.00 161 $88,550.00 760 $418,000.00 121 $66,550.002411.507 STRUCTURE EXCAVATION CLASS U(P)CU YD $10.00 22079 $220,790.00 11,590.00 $115,900.00 2815 $28,150.00 6584 $65,840.00 557 $5,570.00 533 $5,330.002411.507 GRANULAR BACKFILL (CV)(P)CU YD $18.00 10402 $187,236.00 3,667.00 $66,006.00 1182 $21,276.00 5273 $94,914.00 123 $2,214.00 157 $2,826.002411.508 REINFORCEMENT BARS(P)POUND $1.05 92230 $96,841.50 36,790.00 $38,629.50 8010 $8,410.50 41600 $43,680.00 5830 $6,121.502411.508 REINFORCEMENT BARS (EPOXY COATED)(P)POUND $1.25 261590 $326,987.50 89,280.00 $111,600.00 19360 $24,200.00 135850 $169,812.50 17100 $21,375.002411.604 MECHANICALLY STABILIZED EARTH WALLSQ YD $632.00 887 $560,584.00887 $560,584.002411.618ANTI-GRAFFITI COATING(P)SQ FT$1.20 17123 $20,547.60 7,187.00 $8,624.40 1634 $1,960.80 7464 $8,956.80 838 $1,005.602411.618ARCH SURFACE FINISH (SINGLE COLOR)(P)SQ FT$1.35 23716 $32,016.60 7,187.00 $9,702.45 1634 $2,205.90 14057 $18,976.95 838 $1,131.302411.618ARCH CONC TEXTURE (LIMESTONE)(P)SQ FT$8.00 23716 $189,728.00 7,187.00 $57,496.00 1634 $13,072.00 14057 $112,456.00 838 $6,704.002451.507 FINE AGGREGATE BEDDING (CV)CU YD $30.00 1180 $35,400.001180 $35,400.002451.607 STRUCTURAL BACKFILL(P)CU YD $25.00 14642 $366,050.00 3,565.00 $89,125.00 789 $19,725.00 8849 $221,225.00 1046 $26,150.00 393 $9,825.002451.607 STRUCTURAL BACKFILL (MOD)(P)CU YD $25.00 4024 $100,600.004024 $100,600.002452.601 EARTH RETENTION SYSTEM (TEMPORARY LUMP SUM $60,000.00 1 $60,000.00 0.50 $30,000.000.5 $30,000.002501.502 18" GS PIPE APRON EACH $250.00 4 $1,000.001 $250.00 2 $500.00 1 $250.002501.502 15" RC PIPE APRON EACH $700.00 3 $2,100.002 $1,400.00 1 $700.002501.502 18" RC PIPE APRON EACH $800.00 7 $5,600.004 $3,200.00 1 $800.00 2 $1,600.002501.502 21" RC PIPE APRON EACH $900.00 1 $900.001 $900.002501.502 24" RC PIPE APRON EACH $1,000.00 8 $8,000.008 $8,000.002501.502 30" RC PIPE APRON EACH $1,200.00 3 $3,600.003 $3,600.002501.502 36" RC PIPE APRON EACH $2,000.00 1 $2,000.001 $2,000.002501.502 42" RC PIPE APRON EACH $2,500.00 5 $12,500.005 $12,500.002501.502 48" RC PIPE APRON EACH $3,000.00 4 $12,000.004 $12,000.00UNITUNIT COSTITEM NO.TOTALNON-PARTICIPATINGMSAS CITY OFLAKE ELMOCSAH 15SP 082-615-034MNDOTSP 8204-74MSAS CITY OFSTILLWATERSAP 169-020-011MSAS CITY OFLAKE ELMOExhibit C - As-Bid Cost and Cost Splits - Page 1 of 4DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
2501.502 24" GS SAFETY APRONEACH $1,000.00 1 $1,000.001 $1,000.002501.502 15" RC SAFETY APRON EACH $1,000.00 3 $3,000.003 $3,000.002501.502 24" RC SAFETY APRON EACH $1,500.00 1 $1,500.001 $1,500.002501.503 24" RC PIPE CULVERT DES 3006 CL VLIN FT$85.00 364 $30,940.00364 $30,940.002501.503 42" RC PIPE CULVERT DES 3006 CL VLIN FT$195.00 298 $58,110.00298 $58,110.002501.503 48" RC PIPE CULVERT DES 3006 CL VLIN FT$240.00 508 $121,920.00508 $121,920.002502.503 4" TP PIPE DRAIN LIN FT$8.50 485 $4,122.50 100.00 $850.00 30 $255.00 325 $2,762.50 30 $255.002502.503 4" PERF TP PIPE DRAINLIN FT$8.50 14057 $119,484.50 2,148.00 $18,258.00 142 $1,207.00 10424 $88,604.00 176 $1,496.00 1167 $9,919.502503.503 15" CS PIPE SEWER LIN FT$40.00 117 $4,680.00117 $4,680.002503.503 18" CS PIPE SEWER LIN FT$45.00 855 $38,475.0049 $2,205.00 56 $2,520.00 750 $33,750.002503.503 24" CS PIPE SEWER LIN FT$50.00 40 $2,000.0040 $2,000.002503.503 15" RC PIPE SEWER DES 3006 CL V LIN FT$50.00 2516 $125,800.00 210 $10,500.001663 $83,150.00 602 $30,100.00 41 $2,050.002503.503 18" RC PIPE SEWER DES 3006 LIN FT$55.00 934 $51,370.00 10 $550.00706 $38,830.00 118 $6,490.00 100 $5,500.002503.503 18" RC PIPE SEWER DES 3006 CL III LIN FT$55.00 45 $2,475.0045 $2,475.002503.503 18" RC PIPE SEWER DES 3006 CL IV LIN FT$55.00 63 $3,465.0063 $3,465.002503.503 18" RC PIPE SEWER DES 3006 CL V LIN FT$55.00 362 $19,910.00362 $19,910.002503.503 21" RC PIPE SEWER DES 3006 LIN FT$60.00 408 $24,480.00408 $24,480.002503.503 21" RC PIPE SEWER DES 3006 CL V LIN FT$65.00 444 $28,860.00444 $28,860.002503.503 24" RC PIPE SEWER DES 3006 LIN FT$70.00 97 $6,790.0097 $6,790.002503.503 24" RC PIPE SEWER DES 3006 CL III LIN FT$70.00 145 $10,150.00145 $10,150.002503.503 24" RC PIPE SEWER DES 3006 CL IV LIN FT$80.00 103 $8,240.00103 $8,240.002503.503 24" RC PIPE SEWER DES 3006 CL V LIN FT$135.00 477 $64,395.00477 $64,395.002503.503 24" RCP SEWER DES 3006 CL V-JACKED LIN FT$725.00 179 $129,775.00179 $129,775.002503.503 27" RC PIPE SEWER DES 3006 LIN FT$90.00 175 $15,750.00175 $15,750.002503.503 27" RC PIPE SEWER DES 3006 CL IV LIN FT$110.00 189 $20,790.00 189 $20,790.002503.503 30" RC PIPE SEWER DES 3006 LIN FT$110.00 421 $46,310.00421 $46,310.002503.503 30" RC PIPE SEWER DES 3006 CL IV LIN FT$120.00 33 $3,960.0033 $3,960.002503.503 30" RC PIPE SEWER DES 3006 CL V LIN FT$140.00 387 $54,180.00 219 $30,660.00168 $23,520.002503.503 30" RCP SEWER DES 3006 CL V-JACKED LIN FT$1,250.00 79 $98,750.0079 $98,750.002503.503 36" RC PIPE SEWER DES 3006 LIN FT$140.00 360 $50,400.00360 $50,400.002503.503 42" RC PIPE SEWER DES 3006 LIN FT$160.00 180 $28,800.00180 $28,800.002503.503 42" RC PIPE SEWER DES 3006 CL III LIN FT$160.00 599 $95,840.00599 $95,840.002503.602 CONNECT TO EXISTING STORM SEWEREACH $1,000.00 9 $9,000.00 1 $1,000.008 $8,000.002503.603 36" STEEL CASING PIPELIN FT$300.00 72 $21,600.0072 $21,600.002506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 EACH $15,000.00 1 $15,000.001 $15,000.002506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 2EACH $17,000.00 1 $17,000.001 $17,000.002506.502 CASTING ASSEMBLYEACH $1,000.00 107 $107,000.00 12 $12,000.0073 $73,000.00 9 $9,000.00 13 $13,000.002506.503 CONST DRAINAGE STRUCTURE DESIGN FLIN FT$350.00 289.6 $101,360.00279.4 $97,790.00 10.2 $3,570.002506.503 CONST DRAINAGE STRUCTURE DESIGN GLIN FT$350.00 85.7 $29,995.0072.4 $25,340.00 13.3 $4,655.002506.503 CONST DRAINAGE STRUCTURE DESIGN HLIN FT$500.00 3.2 $1,600.003.2 $1,600.002506.503 CONST DRAINAGE STRUCTURE DESIGN SD-48LIN FT$500.00 23.5 $11,750.0013.5 $6,750.00 10 $5,000.002506.503 CONST DRAINAGE STRUCTURE DESIGN SD-60LIN FT$650.00 9.9 $6,435.005.7 $3,705.00 4.2 $2,730.002506.503 CONST DRAINAGE STRUCTURE DESIGN SD-72LIN FT$1,000.00 12.3 $12,300.0012.3 $12,300.002506.503 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT$350.00 183.5 $64,225.00 67 $23,450.0059.1 $20,685.00 42.6 $14,910.00 14.8 $5,180.002506.503 CONST DRAINAGE STRUCTURE DES 54-4020 LIN FT$600.00 60.5 $36,300.0060.5 $36,300.002506.503 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT$600.00 5.2 $3,120.005.2 $3,120.002506.503 CONST DRAINAGE STRUCTURE DES 66-4020 LIN FT$700.00 50.4 $35,280.0041.6 $29,120.00 8.8 $6,160.002506.503 CONST DRAINAGE STRUCTURE DES 72-4020 LIN FT$700.00 121.4 $84,980.00 16.1 $11,270.0078.2 $54,740.00 7.7 $5,390.00 19.4 $13,580.002506.503 CONST DRAINAGE STRUCTURE DES 78-4020 LIN FT$1,000.00 7.5 $7,500.007.5 $7,500.002506.503 CONST DRAINAGE STRUCTURE DES 84-4020 LIN FT$1,000.00 21 $21,000.0021 $21,000.002506.602 GRATE CASTING SPECIALEACH $5,000.00 1 $5,000.001 $5,000.002506.602 CONST DRAINAGE STRUCTURE DESIGN SPECIALEACH $13,000.00 6 $78,000.00 1 $13,000.002 $26,000.00 1 $13,000.00 2 $26,000.002507.603 LINING CULVERT PIPE (24") SPECIALLIN FT$171.00 188 $32,148.00188 $32,148.002511.504 GEOTEXTILE FILTER TYPE 4SQ YD $5.00 1438 $7,190.001376 $6,880.00 22 $110.00 40 $200.002511.507 RANDOM RIPRAP CLASS II CU YD $100.00 309 $30,900.00296 $29,600.00 5 $500.00 8 $800.002511.507 RANDOM RIPRAP CLASS IIICU YD $100.00 111 $11,100.00111 $11,100.002511.507 RANDOM RIPRAP CLASS IVCU YD $100.00 23 $2,300.0023 $2,300.002521.518 4" CONCRETE WALK SQ FT$4.45 24943 $110,996.35 10,806.00 $48,086.70 13851 $61,636.95 286 $1,272.702521.518 6" CONCRETE WALK SQ FT$15.25 2555 $38,963.75 213.00 $3,248.25 312 $4,758.00 1666 $25,406.50 197 $3,004.25 167 $2,546.752531.503 CONCRETE CURB & GUTTER DESIGN SPECIALLIN FT$17.50 989 $17,307.50989 $17,307.502531.503 CONCRETE CURB & GUTTER DESIGN B424LIN FT$19.25 11427 $219,969.75 1,153.00 $22,195.25 799 $15,380.75 9475 $182,393.752531.503 CONCRETE CURB & GUTTER DESIGN B618LIN FT$19.50 893 $17,413.5012 $234.00 507 $9,886.50 374 $7,293.002531.503 CONCRETE CURB & GUTTER DESIGN B624LIN FT$24.75 429 $10,617.75429 $10,617.752531.503 CONCRETE CURB & GUTTER DESIGN D424LIN FT$23.85 2477 $59,076.452477 $59,076.452531.618 TRUNCATED DOMES SQ FT$50.00 277 $13,850.00 22.00 $1,100.00 22 $1,100.00 164 $8,200.00 39 $1,950.00 30 $1,500.002533.503 PORTABLE PRECAST CONC BARRIER DES 8337 LIN FT$10.00 10175 $101,750.009925 $99,250.00 250 $2,500.002533.503 RELOCATE PORT PRECAST CONC BAR DES 8337LIN FT$3.00 11400 $34,200.0011400 $34,200.002535.503 BITUMINOUS CURBLIN FT$7.80 1921 $14,983.801921 $14,983.802545.502 LIGHTING UNIT TYPE 9-40EACH $2,760.00 19 $52,440.0019 $52,440.002545.502 LIGHTING UNIT TYPE 9-49EACH $4,025.00 36 $144,900.0036 $144,900.002545.502 LIGHTING UNIT TYPE 9D-40EACH $4,415.00 1 $4,415.001 $4,415.002545.502 LIGHTING UNIT TYPE 9D-49EACH $5,364.00 1 $5,364.001 $5,364.002545.502 UNDERPASS LUMINAIRES TYPE LEDEACH $2,400.00 2 $4,800.002 $4,800.002545.502 LIGHT FOUNDATION DESIGN EEACH $1,200.00 20 $24,000.0020 $24,000.002545.502 LIGHT FOUNDATION DESIGN HEACH $1,600.00 37 $59,200.0037 $59,200.002545.502 SERVICE CABINET -TYPE L1 EACH $5,220.00 2 $10,440.002 $10,440.002545.502 UNDERGROUND CABLE SPLICE EACH $350.00 2 $700.002 $700.002545.502 EQUIPMENT PAD BEACH $1,400.00 2 $2,800.002 $2,800.002545.502 JUNCTION BOXEACH $800.00 2 $1,600.002 $1,600.002545.502 HANDHOLEEACH $1,850.00 2 $3,700.002 $3,700.002545.503 2" NON-METALLIC CONDUITLIN FT$10.00 43 $430.0043 $430.002545.503 3" NON-METALLIC CONDUITLIN FT$15.00 471 $7,065.00471 $7,065.002545.503 4" NON-METALLIC CONDUITLIN FT$20.00 115 $2,300.00115 $2,300.002545.503 UNDERGROUND WIRE 1/C 2 AWG LIN FT$3.20 155 $496.00155 $496.002545.503 UNDERGROUND WIRE 1/C 10 AWG LIN FT$1.10 411 $452.10411 $452.102545.503 DIRECT BURIED LIGHTING CABLE 4/C 4 AWGLIN FT$7.30 14437 $105,390.1014437 $105,390.102550.502 CABINET FOUNDATIONEACH $1,300.00 1 $1,300.001 $1,300.002550.502 CCTV FOUNDATION EACH $4,200.00 1 $4,200.001 $4,200.002550.502 FIBEROPTIC SPLICE VAULTEACH $3,800.00 2 $7,600.002 $7,600.002550.502 OUTDOOR FIBER SPLICE ENCLOSUREEACH $1,420.00 2 $2,840.002 $2,840.002550.502 BURIED CABLE SIGN EACH $60.00 24 $1,440.0024 $1,440.002550.502 CCTV CABINETEACH $3,400.00 1 $3,400.001 $3,400.002550.502 INSTALL CABINETEACH $800.00 1 $800.001 $800.002550.502 SERVICE CABINETEACH $2,400.00 1 $2,400.001 $2,400.002550.503 1.5" NON-METALLIC CONDUITLIN FT$4.00 6150 $24,600.006150 $24,600.002550.503 2" NON-METALLIC CONDUITLIN FT$7.00 2000 $14,000.002000 $14,000.002550.503 POWER CABLE 1 CONDUCTOR NO 6 LIN FT$2.00 80 $160.0080 $160.002550.503 POWER CABLE 1 CONDUCTOR NO 10 LIN FT$1.20 30 $36.0030 $36.00Exhibit C - As-Bid Cost and Cost Splits - Page 2 of 4DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
2550.503 POWER CABLE 3 CONDUCTOR NO 14 LIN FT$4.00 450 $1,800.00450 $1,800.002550.503 LEAD-IN CABLE 2 CONDUCTOR NO 14 LIN FT$1.30 5700 $7,410.005700 $7,410.002550.601 TEMPORARY COMMUNICATION SYSTEMLUMP SUM $10,000.00 1 $10,000.001 $10,000.002550.601 FIBER OPTIC CABLE TESTINGLUMP SUM $7,764.00 1 $7,764.001 $7,764.002550.602 CCTV HARDWARE EACH $24,000.00 1 $24,000.001 $24,000.002550.602 FIBER OPTIC PIGTAIL TERMINATIONEACH $630.00 3 $1,890.003 $1,890.002550.602 FIBER OPTIC CABLE SPLICINGEACH $1,750.00 3 $5,250.003 $5,250.002550.602 PULL VAULT EACH $1,680.00 13 $21,840.0013 $21,840.002550.602 LOOP DETECTOR DESIGN PREFORMEDEACH $1,200.00 5 $6,000.005 $6,000.002550.603ARMORED FIBER OPTIC PIGTAIL CABLE 6SMLIN FT$1.45 1800 $2,610.001800 $2,610.002550.603 FIBER OPTIC TRUNK CABLE 48SMLIN FT$1.80 4650 $8,370.004650 $8,370.002550.603 1.5" BORED CONDUITLIN FT$12.00 700 $8,400.00700 $8,400.002550.603 2" BORED CONDUITLIN FT$14.00 500 $7,000.00500 $7,000.002554.502 GUIDE POST TYPE BEACH $55.00 46 $2,530.0042 $2,310.00 1 $55.00 3 $165.002554.502ANCHORAGE ASSEMBLY - TYPE 31 EACH $1,252.00 6 $7,512.006 $7,512.002554.502ANCHORAGE ASSEMBLY - TENSION CABLEEACH $12,520.00 2 $25,040.002 $25,040.002554.502 END TREATMENT-TANGENT TERMINALEACH $2,800.00 8 $22,400.008 $22,400.002554.503 TRAFFIC BARRIER DESIGN BULLNOSELIN FT$94.15 201 $18,924.15201 $18,924.152554.503 TRAFFIC BARRIER DESIGN TYPE 31 LIN FT$24.51 2037.5 $49,939.132037.5 $49,939.132554.503 TRAFFIC BARRIER DESIGN TRANS TYPE 31LIN FT$140.00 50 $7,000.0050 $7,000.002554.503 TRAFFIC BARRIER DESIGN B8307LIN FT$37.50 75 $2,812.5075 $2,812.502554.503 PERMANENT BARRICADES LIN FT$50.00 64 $3,200.0064 $3,200.002554.615 IMPACT ATTENUATORASSEMBLY$27,000.00 2 $54,000.002 $54,000.002557.502 METAL BRACE ASSEMBLY-CHAIN LINK FENCEEACH $2,503.87 2 $5,007.742 $5,007.742557.502 ELECTRICAL GROUND EACH $311.65 1 $311.651 $311.652557.503 WIRE FENCE DESIGN 72V-9322 LIN FT$23.29 550 $12,809.50550 $12,809.502563.601 TRAFFIC CONTROL SUPERVISORLUMP SUM $10,000.00 1 $10,000.00 0.19 $1,900.00 0.72 $7,200.00 0.03 $300.00 0.06 $600.002563.601 TRAFFIC CONTROLLUMP SUM $240,000.00 1 $240,000.00 0.19 $45,600.00 0.72 $172,800.00 0.03 $7,200.00 0.06 $14,400.002563.602 PORTABLE CONCRETE BARRIER DELINEATOREACH $6.00 664 $3,984.00664 $3,984.002563.602 SURFACE MOUNTED DELINEATOREACH $100.00 19 $1,900.007 $700.00 12 $1,200.002563.610 FLAGGERHOUR $125.00 90 $11,250.00 90.00 $11,250.002563.615 TEMPORARY IMPACT ATTENUATORASSEMBLY$3,500.00 7 $24,500.005 $17,500.00 2 $7,000.002563.615 RELOCATE TEMPORARY IMPACT ATTENUATORASSEMBLY$1,000.00 2 $2,000.002 $2,000.002564.502 INSTALL SIGN TYPE CEACH $800.00 2 $1,600.002 $1,600.002564.502 INSTALL SIGN TYPE DEACH $1,800.00 1 $1,800.001 $1,800.002564.502 OVERHEAD SIGN IDENTIFICATION PLATEEACH $100.00 5 $500.005 $500.002564.502 REFERENCE LOCATION SIGN EACH $150.00 1 $150.001 $150.002564.507 CONCRETE FOOTINGS (TYPE OH SPREAD)CU YD $1,550.00 36 $55,800.0036 $55,800.002564.508 STRUCT STEEL-POSTS FOR TYPE A SIGNSPOUND $4.87 2958 $14,405.462958 $14,405.462564.508 STRUCTURAL STEEL-POSTS FOR OH SIGNS (D)POUND $3.87 12310 $47,639.7012310 $47,639.702564.508 STRUCTURAL STEEL-TRUSSES FOR OH SIGNS (D)POUND $3.87 9964 $38,560.689964 $38,560.682564.508 STR STEEL-TRUSSES FOR OH SIGNS BR MTDPOUND $3.87 1000 $3,870.001000 $3,870.002564.508 STRUCTURAL STEEL-PANEL MOUNT POST FOR OH SIGNSPOUND $3.87 900 $3,483.00900 $3,483.002564.518 SIGN PANELS TYPE ASQ FT$27.00 288 $7,776.00288 $7,776.002564.518 SIGN PANELS TYPE CSQ FT$64.00 654 $41,856.00 55.00 $3,520.00 563 $36,032.00 9 $576.00 27 $1,728.002564.518 SIGN PANELS TYPE DSQ FT$55.00 302 $16,610.00259 $14,245.00 43 $2,365.002564.518 SIGN PANELS TYPE OHSQ FT$27.00 702 $18,954.00 64.00 $1,728.00 638 $17,226.002564.518 SIGN PANELS TYPE OVERLAYSQ FT$40.00 10 $400.0010 $400.002564.518 SIGN PANELS TYPE SPECIALSQ FT$40.00 12 $480.0012 $480.002564.602 DELINEATOR / MARKER PANELEACH $50.00 7 $350.00 1.00 $50.00 6 $300.002564.602 DELINEATOR / MARKER SIGNEACH $125.00 23 $2,875.0023 $2,875.002564.607 CONCRETE FOOTING (MONOTUBE)CU YD $2,500.00 5 $12,500.005 $12,500.002564.608 STRUCTURAL STEEL - MONOTUBE SIGNPOUND $3.87 8191 $31,699.178191 $31,699.172565.501 EMERGENCY VEHICLE PREEMPTION SYSTEM ALUMP SUM $6,000.00 1 $6,000.00 0.80 $4,800.000.2 $1,200.002565.501 EMERGENCY VEHICLE PREEMPTION SYSTEM BLUMP SUM $6,000.00 1 $6,000.00 1.00 $6,000.002565.501 TRAFFIC CONTROL INTERCONNECTLUMP SUM $14,460.00 1 $14,460.00 1.00 $14,460.002565.516 TRAFFIC CONTROL SIGNAL SYSTEM ASYSTEM$218,500.00 1 $218,500.00 0.80 $174,800.000.2 $43,700.002565.516 TRAFFIC CONTROL SIGNAL SYSTEM BSYSTEM$242,700.00 1 $242,700.00 1.00 $242,700.002565.616 REVISE TEMPORARY SIGNAL SYSTEM CSYSTEM$12,000.00 1 $12,000.00 1.00 $12,000.002573.501 STABILIZED CONSTRUCTION EXITLUMP SUM $15,000.00 1 $15,000.00 0.20 $3,000.00 0.6 $9,000.00 0.1 $1,500.00 0.1 $1,500.002573.501 EROSION CONTROL SUPERVISORLUMP SUM $5,000.00 1 $5,000.00 0.20 $1,000.00 0.6 $3,000.00 0.1 $500.00 0.1 $500.002573.502 STORM DRAIN INLET PROTECTIONEACH $350.00 101 $35,350.00 11.00 $3,850.00 10 $3,500.00 58 $20,300.00 7 $2,450.00 15 $5,250.002573.502 CULVERT END CONTROLS EACH $350.00 25 $8,750.0019 $6,650.00 1 $350.00 5 $1,750.002573.503 SILT FENCE, TYPE SDLIN FT$10.00 1119 $11,190.00 146.00 $1,460.00 973 $9,730.002573.503 SILT FENCE, TYPE MSLIN FT$1.70 6410 $10,897.00 1,647.00 $2,799.90 485 $824.50 1576 $2,679.20 1535 $2,609.50 1167 $1,983.902573.503 SILT FENCE, TYPE TBLIN FT$5.00 320 $1,600.00320 $1,600.002573.503 FLOTATION SILT CURTAIN TYPE STILL WATERLIN FT$12.87 322 $4,144.14322 $4,144.142573.503 SEDIMENT CONTROL LOG TYPE STRAWLIN FT$2.40 8414 $20,193.60 174.00 $417.60 26 $62.40 8033 $19,279.20 15 $36.00 166 $398.402574.505 SUBSOILING(P)ACRE $500.00 32 $16,000.00 1.30 $650.00 0.7 $350.00 26 $13,000.00 2 $1,000.00 2 $1,000.002574.505 SOIL BED PREPARATION(P)ACRE $85.00 32 $2,720.00 1.30 $110.50 0.7 $59.50 26 $2,210.00 2 $170.00 2 $170.002574.508 FERTILIZER TYPE 3POUND $0.65 9065 $5,892.25 444.00 $288.60 256 $166.40 7595 $4,936.75 525 $341.25 245 $159.252574.508 FERTILIZER TYPE 4POUND $0.75 735 $551.25600 $450.00 135 $101.252575.505 SEEDING(P)ACRE $75.00 32 $2,400.00 1.30 $97.50 0.7 $52.50 26 $1,950.00 2 $150.00 2 $150.002575.505 WEED SPRAYINGACRE $250.00 16 $4,000.00 0.60 $150.00 0.4 $100.00 13 $3,250.00 1 $250.00 1 $250.002575.506 WEED SPRAY MIXTUREGALLON $75.00 10 $750.00 0.80 $60.00 0.2 $15.00 7 $525.00 1 $75.00 1 $75.002575.508 SEED MIXTURE 25-121 POUND $4.29 1384 $5,937.36 48.00 $205.92 13 $55.77 1293 $5,546.97 6 $25.74 24 $102.962575.508 SEED MIXTURE 25-131 POUND $2.91 704 $2,048.64 107.00 $311.37 113 $328.83 110 $320.10 308 $896.28 66 $192.062575.508 SEED MIXTURE 33-261 POUND $26.06 119 $3,101.14119 $3,101.142575.508 SEED MIXTURE 35-221 POUND $23.00 55 $1,265.0022 $506.00 33 $759.002575.523 RAPID STABILIZATION METHOD 3M GALLON $275.00 181 $49,775.00 3.00 $825.00 3 $825.00 153 $42,075.00 2 $550.00 20 $5,500.002575.604 ROLLED EROSION PREVENTION CATEGORY 25SQ YD $1.47 149377 $219,584.19 6,147.00 $9,036.09 3533 $5,193.51 124657 $183,245.79 7284 $10,707.48 7756 $11,401.322581.503 REMOVABLE PREFORM PAVEMENT MARKING TAPELIN FT$1.25 90720 $113,400.0090720 $113,400.002581.603 REMOVABLE PREFORMED PLASTIC MASK (BLACK)LIN FT$3.00 4150 $12,450.004150 $12,450.002581.618 REMOVABLE PREFORMED PAVEMENT MESSAGE TAPESQ FT$10.00 61 $610.0061 $610.002582.503 4" SOLID LINE PAINT (WR)LIN FT$0.30 3245 $973.503245 $973.502582.503 8" SOLID LINE PAINT (WR)LIN FT$1.00 90 $90.0090 $90.002582.503 4" DBLE SOLID LINE PAINT (WR)LIN FT$0.60 1620 $972.001620 $972.002582.503 4" SOLID LINE MULTI COMPLIN FT$0.70 1800 $1,260.001630 $1,141.00 170 $119.002582.503 4" DBLE SOLID LINE MULTI COMPLIN FT$1.40 310 $434.0045 $63.00 265 $371.002582.503 4" SOLID LINE MULTI COMP GR IN (WR)LIN FT$0.80 34354 $27,483.20 2,226.00 $1,780.80 31470 $25,176.00 385 $308.00 273 $218.402582.503 8" SOLID LINE MULTI COMP GR IN (WR)LIN FT$2.00 476 $952.00476 $952.002582.503 24" SOLID LINE MULTI COMP GR IN (WR)LIN FT$13.50 301 $4,063.50166 $2,241.00 118 $1,593.00 17 $229.502582.503 4" BROKEN LINE MULTI COMP GR IN (WR)LIN FT$0.80 1790 $1,432.00 220.00 $176.00 1550 $1,240.00 20 $16.002582.503 4" DBLE SOLID LINE MULTI COMP GR IN (WR)LIN FT$1.60 2444 $3,910.401743 $2,788.80 701 $1,121.602582.503 8" SOLID LINE PREF TAPE GR IN (WR)LIN FT$10.40 2130 $22,152.002130 $22,152.002582.503 4" BROKEN LINE PREF TAPE GR IN (WR)LIN FT$5.20 230 $1,196.00230 $1,196.002582.503 4" DOTTED LINE PREF TAPE GR IN (WR)LIN FT$5.20 465 $2,418.00429 $2,230.80 36 $187.202582.503 8" DOTTED LINE PREF TAPE GR IN (WR) CONTLIN FT$15.00 381 $5,715.00381 $5,715.00Exhibit C - As-Bid Cost and Cost Splits - Page 3 of 4DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
2582.503 4" DOTTED LINE PREF THERMO GR INLIN FT$45.00 28 $1,260.0028 $1,260.002582.518 PAVT MSSG PREF THERMO GR INSQ FT$21.00 78 $1,638.00 16.00 $336.00 62 $1,302.002582.518 PAVT MSSG PREF THERMO GR IN ESRSQ FT$21.00 217 $4,557.00217 $4,557.002582.518 CROSSWALK PREF THERMO GR IN ESRSQ FT$10.20 2070 $21,114.002070 $21,114.00TOTAL$18,307,481.95 $123,220.00 $2,496,727.43 $386,983.66 $13,633,600.67 $672,371.60 $992,578.59 $2,000.00$13,633,600.67$2,619,947.43$1,059,355.26$994,578.59Washington CountyCity of StillwaterCity of Lake ElmoMnDOT/InterchangeExhibit C - As-Bid Cost and Cost Splits - Page 4 of 4DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
082-615-034FundingSummary_ASBIDFinalwBonding_City Colors
Federal Project # STPF 8221(004)CFDA # 20.205 Bid Opening:TBDDCP Agreement # 1030082 Cooperative Agreement # 1036984 Low Bidder:
FEDERAL
STP FUNDS
(1) TED FUNDS
MNDOT
MOBILITY
(FEDERAL)
MNDOT FUNDS
(match to Mobility
Funds)
$7,018,000.00 $10,000,000.00 $4,000,000.00 $1,000,000.00
CAPPED? Y CAPPED? Y CAPPED? Y CAPPED? Y
Group 1 - SP 082-615-034, 8204-74
PAR ROADWAY/STORM
(INTERCHANGE)
$13,633,600.67 100%$13,633,600.67
Federal Mobility 80%
MnDOT Match 20%
then
Federal STP 80%
TED 20%
Balance TED funds $ 6,998,000.00 $1,635,600.67 $4,000,000.00 $1,000,000.00 $0.00 $13,633,600.67
Group 2 - SP 082-615-034, 8204-74
PAR (BRIDGE)$2,850,769.40 100%$2,850,769.40
Federal STP 80%
TED 100%
Balance CSAH funds $0.00 $2,850,769.40 $0.00 $2,850,769.40
Group 3 - SP 082-615-034, 8204-74
PAR ROADWAY/STORM (CSAH 15)$2,619,947.43 100%$2,619,947.43 TED 100%
Balance CSAH funds $2,619,947.43 $0.00 $2,619,947.43
Group 4 - SP 082-615-034, 8204-74
167-020-011 - PAR $1,059,355.26 100%$1,059,355.26
TED 100%
Balance Stillwater
MSAS $1,059,355.26 $0.00 $1,059,355.26
Group 5 - SP 082-615-034, 8204-74 -
PAR $992,578.59 100%$992,578.59
TED 100%
Balance Lake Elmo
Local Funds $992,578.59 $0.00 $992,578.59
Group 6 - NON- PAR $2,000.00 0%$0.00 100% Lake Elmo Local $2,000.00 $2,000.00
Group 7 - SP 082-615-034 - OJT $2,000.00 100%$2,000.00 Federal 100%$2,000.00 $2,000.00
$21,160,251.35 $21,158,251.35 7,000,000.00$ 9,158,251.35$ 4,000,000.00$ 1,000,000.00$ $0.00 $0.00 $2,000.00 $21,160,251.35
Reduce Group 1 bid amount by OJT $90%5%5%
Date: 04/07/21 $967,391.21 $53,637.28 $50,357.51 $1,071,386.00
$1,394,823.17 $77,336.37 $72,607.46 $1,544,767.00
$1,910,631.75 $105,935.53 $99,457.86 $2,116,025.142000$2,318,404.00 $1,801,596.00 $0.00 $4,120,000.00
$6,591,250.13 $2,038,505.18 $224,422.83 $8,854,178.14NOTE: Federal Eligibility =$16,484,370.07 does not include OJT $Remaining Cost Share 74%23%3%
Bonding Reduction $2,233,267.74 $690,692.62 $76,039.64 $3,000,000.00
$1 Million Reduction in Local Share -$1,000,000.00 $900,826.35 $99,173.65 $0.00
Total Local Cost Share $5,357,982.39 $446,986.21 $49,209.54 $5,854,178.14
*Includes Xcel Transmission Relocation and BCWD Water Reuse
DCP PROJECT SP 082-615-034, 8204-74, 167-020-011
PARTICIPATION DISTRIBUTION (based on low bid)
OJT Hours @ $1.00 Per Hour:
CATEGORY BID AMOUNT
% Eligible for
Federal
Participation
$ AMOUNT
ELIGIBLE FOR
PARTICIPATION
PARTICIPATION
PERCENTAGE
STILLWATER
FUNDS (MSAS)
LAKE ELMO
LOCAL FUNDS
WASHINGTON
COUNTY
FUNDS (CSAH)
Preliminary Engineering
Final Engineering
Construction EngineeringRight of Way*
Local Cost Share
Exhibit D - Funding Summary - Page 1 of 1
DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
LEGEND
MNDOT OWNED RIGHT OF WAY
CITY OF STILLWATER OWNED RIGHT OF WAY
4000200
SCALE IN FEET
{ NB MANNING AVE
{ SB MANNING AVE
{ NE RAMP
{ EB LINDEN AVE N
{ SW RAMP
{ NW RAMP
{ EB 60TH ST N
{ WB TH 36
{ EB TH 36
CITY OF LAKE ELMO OWNED RIGHT OF WAY
WASHINGTON COUNTY OWNED RIGHT OF WAY
CITY OF STILLWATERCITY OF GRANT
CITY OF LAKE ELMO
STILLWATER TOWNSHIP
CITY OF OAK PARK HEIGHTS
{ RWALL 1 (24' CIP)
{ RWALL 3 (24' MSE)
{ RWALL 2 (22' CIP)H:\Projects\10000\10207\CAD_BIM\Graphics\ROW Graphic\10207_Right Of Way.dgn11/18/2020
Job #10207
Figure 1
PROPOSED RIGHT OF WAY
TH 36/Manning Avenue Interchange
Washington County, MN
FUTURE DEVELOPMENT PLANS
AREA SUBJECT TO CHANGE WITH
FUTURE DEVELOPMENT PLANS
AREA SUBJECT TO CHANGE WITH
OR FUTURE GROUNDLINE.
THE MAX STEM HEIGHT BASED ON THE EXISITNG
ALL WALL HEIGHTS WERE MEASURED FROM
WALLS FOR MAINTENANCE REQUIREMENTS.
2. 10 FEET FROM THE FACE OF RETAINING
TOE OF SLOPE AND BACK OF DITCH.
LIMITS INCLUDING LIMITS TO THE
1. THE ROADWAY CONSTRUCTION
PROPOSED ROW WAS PLACED BASED ON:
ROW ASSUMPTIONS:
JOINT #11
LINES/TOWERS.
LOCATION OF XCEL POWER
{ NE LOOP
{ SW LOOP
MSE/CIP TRANSITION
{ RWALL 3 (25' CIP)
JOINT #7
WALL ON MNDOT R/W
COUNTY OWNED/MAINTAINED
Exhibit E - Post-Project Right of Way Map - Page 1 of 1DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
Page 1 of 3
COOPERATIVE AGREEMENT BETWEEN THE CITY OF
LAKE ELMO AND WASHINGTON COUNTY
FOR MAINTENANCE OF AN INTERCHANGE ON TRUNK HIGHWAY (TH) 36
AT MANNING AVENUE/ COUNTY STATE AID HIGHWAY (CSAH) 15
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 and City intend to construct and maintain a roadway interchange at the intersection of
Trunk Highway (TH) 36 and Manning Avenue, with portions of the improvements located in the City of Lake
Elmo, 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
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 and Exhibit A (Project Location Map),
and Exhibit B (Post-Project Right of Way Map).
B. MAINTENANCE/OWNERSHIP
1. 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 ultimate City Rights of Way on Linden Avenue
including but not limited to:
a. Municipal Utilities, including water main abandoned on Linden Avenue under this project.
b. Trails and pedestrian ramps located within the City right-of-way.
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. Signing. All permanent roadway signing on County roads will be controlled by the County.
c. With respect to the constructed corridor boulevard, the County will mow the corridor boulevards a
minimum of twice per year.
d. 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.
e. Pavement. The County shall own and maintain all pavement systems on its County right of way
existing or constructed under this project.
f. Trails and pedestrian ramps located within the County/State right-of-way: The City, at their expense,
may, but are not required to, perform snow removal and trail sweeping. 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 or sidewalk segments.
3. All maintenance required to be performed by this Agreement by the Parties shall be performed in a
WASHINGTON COUNTY
CONTRACT NO. 13754
DEPT. PUBLIC WORKS
DIVISION TRANSPORTATION
TERM PERPETUAL
DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
Page 2 of 3
manner which shall be at the sole discretion of the party so obligated.
4. 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.
5. 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.
6. 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.
D. WORKERS COMPENSATION
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 property on County-owned property.
DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
Page 3 of 3
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.
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
DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
4/9/2021
Exhibit A - Location Map - Page 1 of 1
DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE
LEGEND
MNDOT OWNED RIGHT OF WAY
CITY OF STILLWATER OWNED RIGHT OF WAY
4000200
SCALE IN FEET
{ NB MANNING AVE
{ SB MANNING AVE
{ NE RAMP
{ EB LINDEN AVE N
{ SW RAMP
{ NW RAMP
{ EB 60TH ST N
{ WB TH 36
{ EB TH 36
CITY OF LAKE ELMO OWNED RIGHT OF WAY
WASHINGTON COUNTY OWNED RIGHT OF WAY
CITY OF STILLWATERCITY OF GRANT
CITY OF LAKE ELMO
STILLWATER TOWNSHIP
CITY OF OAK PARK HEIGHTS
{ RWALL 1 (24' CIP)
{ RWALL 3 (24' MSE)
{ RWALL 2 (22' CIP)H:\Projects\10000\10207\CAD_BIM\Graphics\ROW Graphic\10207_Right Of Way.dgn11/18/2020
Job #10207
Figure 1
PROPOSED RIGHT OF WAY
TH 36/Manning Avenue Interchange
Washington County, MN
FUTURE DEVELOPMENT PLANS
AREA SUBJECT TO CHANGE WITH
FUTURE DEVELOPMENT PLANS
AREA SUBJECT TO CHANGE WITH
OR FUTURE GROUNDLINE.
THE MAX STEM HEIGHT BASED ON THE EXISITNG
ALL WALL HEIGHTS WERE MEASURED FROM
WALLS FOR MAINTENANCE REQUIREMENTS.
2. 10 FEET FROM THE FACE OF RETAINING
TOE OF SLOPE AND BACK OF DITCH.
LIMITS INCLUDING LIMITS TO THE
1. THE ROADWAY CONSTRUCTION
PROPOSED ROW WAS PLACED BASED ON:
ROW ASSUMPTIONS:
JOINT #11
LINES/TOWERS.
LOCATION OF XCEL POWER
{ NE LOOP
{ SW LOOP
MSE/CIP TRANSITION
{ RWALL 3 (25' CIP)
JOINT #7
WALL ON MNDOT R/W
COUNTY OWNED/MAINTAINED
Exhibit B - Post-Project Right of Way Map - Page 1 of 1DocuSign Envelope ID: EC63EC5C-CC90-417E-A7AD-3509794203EE