HomeMy WebLinkAboutResolution 7279RESOLUTION 7279
CITY OF MOUNDS VIEW
COUNTY OF RAMSEY
STATE OF MINNESOTA
APPROVING THE FEASIBILITY REPORT, ORDERING THE PROJECT WITH
REVISED SCOPE, AUTHORIZING THE PREPARATIONS OF PLANS AND
SPECIFICATIONS, AND AUTHORIZING EASEMENT PREPARATION
ACTIVITIES FOR THE COUNTY ROAD 10 TRAILWAY PROJECT:
SEGMENTS 1- 5
WHEREAS, on January 9, 2006 the City Council approved Resolution
6716 authorizing the preparation of a preliminary feasibility report and consultant
selection for the County Road 10 Trailway, Lighting, and Landscape Project
which included segments 1-5; and
WHEREAS, on November 5, 2007, a draft preliminary feasibility report for
the County Road 10 Trailway Project: Segments 1-5 was submitted for the City
Council's review; and
WHEREAS, a Public Hearing was held on this project on November 13,
2007; and
WHEREAS, the City Council subsequently directed that the project scope
should be revised; and
WHEREAS, revised information on the scope and associated cost of the
project was prepared and presented to the City Council on June 9, 2008; and
WHEREAS, the construction of said improvements has been determined
to be necessary, cost effective and feasible; and
WHEREAS, should the Council wish to proceed with this project, the next
step in the public improvement process is to order the project; and
WHEREAS, should the Council wish to proceed, the next step in the
engineering process is to order the preparation of plans and specifications; and
WHEREAS, the feasibility report indicates that there is a need for
additional temporary construction easements and permanent easements for the
construction of the proposed trailway improvements; and
WHEREAS, the following is a list of recommended actions, should the City
Council wish to proceed with this project: approve the feasibility report, order the
project, authorize the preparations of plans and specifications, and authorize
easement preparation activities for the County Road 10 Trailway Project:
Segments 1-5.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Mounds View, Ramsey County, Minnesota as follows:
The feasibility report for the County Road 10 Trailway Project:
Segments 1-5, which was prepared pursuant to Resolution 6716,
and was submitted to the City by the engineering firm of Bonestroo
dated November 2007 is hereby approved.
2. Said improvements are hereby ordered on the basis of the
feasibility report, subject to the scope revisions stated in the Staff
Report prepared June 2008 and considered by the City Council on
June 9, 2008, and said improvements shall hereafter be known and
referred to as the County Road 10 Trailway Project: Segments 1-5.
Said ordering of the improvements shall be valid for a period of
eighteen (18) months from the date of adoption of this resolution.
3. The cost of said improvements shall be funded with Federal
Transportation Enhancement Funding, with the remaining funds
provided by the City of Mounds View Tax Increment Financing (TIF)
Fund.
4. The preparation of plans and specifications of said project is
authorized.
5. The preparation of the Project Memorandum of said project is
hereby authorized.
6. All activities associated with the preparation of temporary
construction easement and permanent easement agreements for
the construction of the proposed trailway improvements, which
includes discussions with property owners, necessary appraisals,
boundary sketches, legal descriptions, and drafting the legal
easement documents, are hereby authorized.
Adopted this 9th day of June 2008.
,.
(ATTEST) "'
Rob Marty, Mayor
(SEAL) {~`~
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James Ericson, City Administrator
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CITY OF MOUNDS VIEW -COUNTY ROAD 10 TRAIL SEGMENTS 1•S
Executive Summary
The City of Mounds View has developed the County Road 10 Corridor Improvement Program. The Corridor
Improvement Program has multiple goals: to revitalize the corridor to create a sense of space and identity
within the community and to improve the safety and operation of traffic and pedestrian activities along
County Road 10.
The Corridor Improvement Program includes the development of a multi-use trail corridor along County
Road 10. Eleven trail segments are proposed along County Road 10. Segments 1 through 6 are located on
the north side of County Road 10 from County Road H to Pleasant View Drive and Segments 7 through 11
are on the south side between Pleasant View Drive to County Road H. Existing trail segments, defined as
Segments A-C, are located at three locations among the proposed Segments 1-11. See Figure 1.
The proposed improvements would provide amulti-use facility that is safe and convenient for users along
the corridor, provide connectivity between the City and County's pedestrian routes, and create a sense of
interaction with the surrounding landscape. Currently, users can only use the existing shoulder of County
Road 10, or find alternate routes to cross at the existing controlled intersections at Silver Lake Road/Red
Oak Drive, County Road I, and Long Lake Road.
A Feasibility Report was completed in August 2006 regarding Segments 9 and 10, from Long Lake Road to
Silver Lake Road on the south side of County Road 10. That project is currently under construction with
completion anticipated by fall of 2007.
As the next step in the Corridor Improvement Plan, the City of Mounds View has directed that a Feasibility
Report be completed for Segments 1 through 5, including existing Segment A, along the north side of
County Road 10 from County Road H to Silver Lake Road/Red Oak Drive. The total length of the area to be
investigated is 8960 feet. This includes 950 feet of existing trail along Segment A, and 8010 feet of new
trail that would be constructed as part of this Project.
For discussion and investigation purposes, the project for Trail Segments 1-5 has been reviewed in three
distinct sections. The first section includes Segments 1 & 2 from County Road H to County Road H2. The
second section includes existing Segment A, located between proposed Segments 2 and 3. The third
section includes Segments 3 through 5 from Edgewood Drive to Silver Lake Road/Red Oak Drive. Additional
alternatives are also discussed which may provide connections to the trail corridor at key locations discussed
through the corridor improvement program process.
A paved off-road trail currently exists on the north side of County Road 10 between County Road H2 and
Edgewood Drive. No other pedestrian facilities exist along the north County Road 10 right of way between
County Road H and Silver Lake Road/Red Oak Drive. From County Road H to Silver Lake Road/Red Oak
Drive, the project would consist of placing a continuous bituminous trail within the current right of way and
incorporating themed landscape elements as outlined by the corridor improvement program. Additional
opportunities are present for connections to existing businesses and creating interesting focal points along
the corridor. The Feasibility Report will investigate these options for consideration.
Although a majority of the proposed trail would be constructed within the existing right of way along
County Road 10, some right of way acquisition and temporary construction easements will be necessary.
No flood plains are identified by the Federal Emergency Management Agency (FEMA) within the project
area. The proposed improvements will impact five of the twelve delineated wetland complexes that exist
within the project area. The impacts would require permits from the appropriate agencies, along with
necessary mitigation.
The issues of property acquisition and easements, as well as impacts to the wetlands and the associated
mitigation, are described in detail in the Report.
Estimated costs for the improvements have also been prepared and are included in the Report. The
estimated costs include construction activities and associated project costs. However, no costs for property
or easement acquisition are included. Such costs are beyond the scope of this Report.
Based on this information, estimated costs for the proposed trail improvements and alternative trail
connections are included in this Report for consideration. The total estimated cost for new trail Segments 1
through 5 and improvements to existing Segment A, between County Road H and Silver Lake Road/Red Oak
Drive, is $1,676,230. It should be noted that this amount includes construction as well as an allowance for
associated project costs such as administrative, fiscal, and engineering. However, it does not include any
costs for land acquisition or easements.
Approximately 30% of the project cost will be provided by Federal funds received through the Federal
Transportation Enhancement Program. The remainder of the project cost will be funded by the City,
through the use of the existing Tax Increment Financing (TIF) Fund. It is not anticipated that any portion of
the costs would be assessed against adjacent properties, nor is it anticipated that any funds would need to
be borrowed for financing of the project.
The City will need to take all factors into account to determine the appropriate location for the trail and site
amenities. In addition, careful consideration will need to be made as to which trail connection alternatives
will be chosen for implementation. These will include, among other things, the goals of the project and the
County Road 10 Corridor Improvement Program, perceived benefits of each connection, impacts to
landowners, public input, and sources and availability of financing.
It is recommended that the City Council consider this Report, and provide further direction for proceeding
with development of the County Road 10 Corridor Improvement Program Trail Segments 1 through 5.
FEDERAL TRANSPORTATION ENHANCEMENT FUND APPLICATION
STRUCTIONS: Complete and return to Kevin Roggenbuck, Transportation Coordinator, Transportation Office Use Only
Advisory Board, Mears Park Centre, 230 E. Fifth Street, St. Paul, Minnesota 55101. (651}
602-1728 Applications must be received by 5:00 pm or postmarked on August 19,
2005. Be sure to complete and attach the Project Information form.
APPLICANT City of Mounds View
~. JURISDUCTIONAL AGENCY (IF DIFFERENT) Ramsey County
r
~. MAILING ADDRESS 2401 Highway 10
CITY Mounds View STATE MN ZIP CODE 55112 4. COUNTY Ramsey
~. CONTACT PERSON Greg Lee TITLE Director of Public Works PHONE NO. 763-717-4051
~ONTACT E-MAIL ADDRESS: greg.lee@ci.mounds-view.mn.us
$. PROJECT NAME County State Aid Highway 10 Corridor Trail
BRIEF PROJECT DESCRIPTION (Include location, road name, type of improvement, etc... Amore complete description must
~e submitted separately as described in Specific Requirement #3 on p.5)
~1'he proposed project involves constructing a 1.3 mile off-road trail through the County State Aid Highway
~CSAH)10 corridor from County Road (CR) H to Silver.Lake Road in the City of Mounds View. The 10-ft
vide, bituminous path will be designed to State Aid and AASHTO Standards and will include lighting,
landscaping, and interpretive and educational signage. The trail will provide pedestrians safe access to civic
acilities and provide access to several local trail sesments and regional trail systems.
~ .PROJECT CATEGORY -Check only one project grouping in which you wish your project to be considered (see p. 85).
• Scenic/Environmental Bicycle/Pedestrian HistoriGArchaeological
~. TRANSPORTATION INVESTMENT PLANNED ECONOMIC DEVELOPMENT DISTRICTS (TIPEDD)
~ • Check here if project is being submitted as part of a TIPED District. if it is, that applicant must also submit the TIPEDD
' application form (found on p. 10) and list this project on that form.
h0. FEDERAL AMOUNT $ 500,000 13. SOURCE OF MATCH FUNDS City Capital Improvement
Funds
h1. MATCH AMOUNT $ 125,000 14. MATCH % OF PROJECT TOTAL 20%
X12. PROJECT TOTAL $ 625,000 15. REQUESTED PROGRAM YEAR (CIRCLE ONE) 2009 201
X17. SIGNATURE 18. TITLE
~.~- ~~~- PUS ~i~r~~s ~~~~TO~
I10. Are you applying or have you applied for funds from another source(s) to implement this project? Yes No~
Rf yes, please identify the source(s):
ATTACHMENT A
COUNTY ROAD 10 CORRIDOR IMPROVEMENT PROGRAM
TRAIL SEGMENTS 1-5
COST ESTIMATE
CITY OF MOUNDS VIEW
FILE N0.435-06-119
TRAIL SEGMENT 1 -COUNTY ROAD H TO WOODALE DRIVE
NO. DESCRIPTION
1 MOBILIZATION
2 CLEARING
3 GRUBBING
4 REMOVE CURB AND GUTTER
5 REMOVE CONCRETE WALK
6 REMOVE METAL APRON
7 COMMON EXCAVATION (P)
8 GRANULAR BORROW
9 GEOTEXTILE FABRIC TYPE V
10 AGGREGATE BASE CLASS 5 MOD
11 TYPE LV 4 WEARING COURSE MIXTURE (B)
12 BITUMINOUS DRIVEWAY REPAIR
13 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
14 BITUMINOUS MATERIAL FOR TACK COAT
15 15" RC PIPE CULVERT CLASS V
16 15" RC PIPE APRON
17 CONST. DRAINAGE STRUCTURE, 4' DIA MH
18 4" CONCRETE WALK
19 6" CONCRETE WALK
20 CONCRETE CURB & GUTTER DESIGN 8618
21 TRUNCATED DOME PANEL
22 LIGHTING UNIT TYPE SPECIAL 1
23 LIGHTING UNIT TYPE SPECIAL 2
24 CONDUIT SYSTEM (LIGHTING) TYPE 1
25 SERVICE CABINET
26 TRAFFIC CONTROL
27 ZEBRA CROSSWALK WHITE-EPOXY
28 PERENNIAL 1 GAL CONT
29 DECIDUOUS SHRUB NO 2 CONT
30 LANDSCAPE EDGING, METAL
31 MODULAR BLOCK RETAINING WALL
32 SEEDING, INCL SEED, MULCH AND DISK ANCHOR
33 SEEDING, TYPE 2
34 NATIVE SEEDING MAINTENANCE
35 SILT FENCE, TYPE MACHINE SLICED
36 STORM DRAIN INLET PROTECTION
37 CLEAN PIPE CULVERT
38 CULVERT PROTECTION
39 RANDOM RIPRAP CLASS II
40 SODDING TYPE LAWN
41 EROSION CONTROL BLANKETS CATEGORY 3
UNIT QUANTITY UNIT PRICE TOTAL PRICE
LUMP SUM 1 $12,000.00 $12,000.00
ACRE 1.1 $4,500.00 $4,741.00
ACRE 1.1 $4,200.00 $4,425.00
LIN FT 120 $7.10 $852.00
SQ FT 160 $4.50 $720.00
EACH 2 $100.00 $200.00
CU YD 1620 $15.00 $24,300.00
TN 1640 $13.00 $21,320.00
SQ YD 350 $2.50 $875.00
TON 630 $18.50 $11,655.00
TON 190 $76.00 $14,440.00
SF 185 $25.00 $4,620.00
LIN FT 84 $3.75 $315.00
GALLON 80 $1.50 $120.00
LIN FT 50 $32.00 $1,600.00
EACH 1 $240.00 $240.00
EACH t $2,000.00 $2,000.00
SQ FT 25 $5.50 $137.50
SQ FT 480 $6.75 $3,240.00
LIN FT 120 $27.00 $3,240.00
SQ FT 48 $31.00 $1,488.00
EACH 3 $4,300.00 $12,900.00
EACH 15 $1,800.00 $27,000.00
LUMP SUM 1 $10,000.00 $10,000.00
EACH 1 $6,000.00 $6,000.00
LUMP SUM 1 $4,000.00 $4,000.00
SQ FT 180 $14.00 $2,520.00
PLANT 130 $13.50 $1,755.00
SHRUB 12 $40.00 $480.00
LIN FT 75 $5.50 $412.50
SQ YD 70 $230.00 $16,100.00
AC 1.1 $2,300.00 $2,532.53
AC 0.1 $9,000.00 $826.00
LUMP SUM 1 $8,000.00 $8,000.00
LIN FT 200 $2.25 $450.00
EACH 1 $250.00 $250.00
EACH 4 $250.00 $1,000.00
EACH 4 $350.00 $1,400.00
CU YD 4 $100.00 $400.00
SQ YD 640 $4.40 $2,816.00
SQYD 2050 $2.00 $4,100.00
Sub-Total Segment 1 $215,470.53
Constru ction Contingency (5%) $10,773.53
Total Construction Cost -Segment 1 $226,244.06
Engr, Fiscal, &Admin (27%) $61,085.90
Total Segment 1 Cost $287,329.96
A-1
TRAIL SEGMENT 2 - WOODALE DRIVE TO COUNTY ROAD H2
NO. DESCRIPTION
1 MOBILIZATION
2 CLEARING
3 GRUBBING
4 REMOVE CURB AND GUTTER
5 REMOVE CONCRETE WALK
6 COMMON EXCAVATION (P)
7 GRANULAR BORROW
S GEOTEXTILE FABRIC TYPE V
9 AGGREGATE BASE CLASS 5 MOD
10 TYPE LV 4 WEARING COURSE MIXTURE (B)
11 BITUMINOUS DRIVEWAY REPAIR
12 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
13 BITUMINOUS MATERIAL FOR TACK COAT
14 15" RC PIPE CULVERT CLASS V
15 15" RC PIPE APRON
16 CONST. DRAINAGE STRUCTURE, 4' DIA MH
17 4" CONCRETE WALK
18 6" CONCRETE WALK
19 CONCRETE CURB & GUTTER DESIGN B618
20 TRUNCATED DOME PANEL
21 LIGHTING UNIT TYPE SPECIAL 1
22 LIGHTING UNIT TYPE SPECIAL 2
23 CONDUIT SYSTEM (LIGHTING) TYPE 1
24 SERVICE CABINET
25 TRAFFIC CONTROL
26 ZEBRA CROSSWALK WHITE-EPOXY
27 PERENNIAL 1 GAL CONT
28 DECIDUOUS SHRUB NO 2 CON7
29 LANDSCAPE EDGING, METAL
30 MODULAR BLOCK RETAINING WALL
31 SEEDING, INCL SEED, MULCH AND DISK ANCHOR
32 SEEDING, TYPE 2
33 NATIVE SEEDING MAINTENANCE
34 SILT FENCE, TYPE MACHINE SLICED
35 STORM DRAIN INLET PROTECTION
36 CLEAN PIPE CULVERT
37 CULVERT PROTECTION
38 RANDOM RIPRAP CLASS II
39 SODDING TYPE LAWN
40 EROSION CONTROL BLANKETS CATEGORY 3
UNIT QUANTITY UNIT PRICE TOTAL PRICE
LUMP SUM 1 $12,000.00 $12,000.00
ACRE 1.1 $4,500.00 $4,785.00
ACRE 1.1 $4,200.00 $4,466.00
LIN FT 40 $7.10 $284.00
SQ FT 160 $4.50 $720.00
CU YD 1130 $15.00 $16,950.00
TN 253 $13.00 $3,286.02
SQ YD 411 $2.50 $1,027.29
TON 740 $18.50 $13,690.00
TON 220 $76.00 $16,720.00
SF 48 $25.00 $1,200.00
LIN FT 24 $3.75 $90.00
GALLON 86 $1.50 $129.00
LIN FT 75 $32.00 $2,400.00
EACH 2 $240.00 $480.00
EACH 1 $2,000.00 $2,000.00
SQ FT 25 $5.50 $137.50
SQ FT 160 $6.75 $1,080.00
LIN FT 40 $27.00 $1,080.00
SQ FT 16 $31.00 $496.00
EACH 2 $4,300.00 $8,600.00
EACH 18 $1,800.00 $32,400.00
LUMP SUM 1 $10,000.00 $10,000.00
EACH 1 $6,000.00 $6,000.00
LUMP SUM 1 $4,000.00 $4,000.00
SQ FT 54 $14.00 $756.00
PLANT 50 $13.50 $675.00
SHRUB 8 $40.00 $310.00
LIN FT 30 $5.50 $165.00
SQ YD 40 $230.00 $9,200.00
AC 1.1 $2,300.00 $2,454.10
AC 0.3 $9,000.00 $2,520.66
LUMP SUM 1 $8,000.00 $8,000.00
LIN FT 250 $2.25 $562.50
EACH 1 $250.00 $250.00
EACH 1 $250.00 $250.00
EACH 1 $350.00 $350.00
CU YD 6 $100.00 $600.00
SQ YD 685 $4.40 $3,013.37
SQ YD 2200 $2.00 $4,400.00
Sub-Total Segment 2 $177,527.44
Construction Contingency (5%) $8,876.37
Total Construction Cost -Segment 2 $186,403.81
Engr, Fiscal, & Admin (27%) $50,329.03
Total Segment 2 Cast $236,732.84
A-2
TRAIL SEGMENT 3 - EDGEWOOD DRIVE TO LONG LAKE ROAD
NO. DESCRIPTION
1 MOBILIZATION
2 CLEARING
3 GRUBBING
4 REMOVE CURB AND GUTTER
5 REMOVE CONCRETE WALK
6 REMOVE METAL APRON
7 COMMON EXCAVATION (P)
8 GRANULAR BORROW
9 GEOTEXTILE FABRIC TYPE V
10 AGGREGATE BASE CLASS 5 MOD
11 TYPE LV 4 WEARING COURSE MIXTURE (B)
12 BITUMINOUS DRIVEWAY REPAIR
13 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
14 BITUMINOUS MATERIAL FOR TACK COAT
15 15" RC PIPE CULVERT CLASS V
16 15" RC PIPE APRON
17 15" RC PIPE SEWER DES 3006 CL V
18 CONST. DRAINAGE STRUCTURE, 4' DIA MH
19 4" CONCRETE WALK
20 6" CONCRETE WALK
21 CONCRETE CURB & GUTTER DESIGN 8618
22 TRUNCATED DOME PANEL
23 INFORMATION SIGN (SPECIAL)
24 LIGHTING UNIT TYPE SPECIAL 1
25 LIGHTING UNIT TYPE SPECIAL 2
26 CONDUIT SYSTEM (LIGHTING) TYPE 1
27 SERVICE CABINET
28 TRAFFIC CONTROL
29 PERENNIAL 1 GAL CONT
30 DECIDUOUS SHRUB NO 2 CONT
31 LANDSCAPE EDGING, METAL
32 SEEDING, INCL SEED, MULCH AND DISK ANCHOR
33 SEEDING, TYPE 2
34 NATIVE SEEDING MAINTENANCE
35 SILT FENCE, TYPE MACHINE SLICED
36 STORM DRAIN INLET PROTECTION
37 CLEAN PIPE CULVERT
38 CULVERT PROTECTION
39 RANDOM RIPRAP CLASS II
40 SODDING TYPE LAWN
41 EROSION CONTROL BLANKETS CATEGORY 3
UNIT QUANTITY UNIT PRICE TOTAL PRICE
LUMP SUM 1 $12,000.00 $12,000.00
ACRE 1.1 $4,500.00 $4,955.70
ACRE 1.1 $4,200.00 $4,625.32
LIN FT 40 $7.10 $284.00
SQ FT 180 $4.50 $810.00
EACH 2 $100.00 $200.00
CU YD 1290 $15.00 $19,350.00
TN 443 $13.00 $5,760.89
SQ YD 335 $2.50 $837.11
TON 602 $18.50 $11,144.40
TON 176 $76.00 $13,376.00
SF 120 $25.00 $3,000.00
LIN FT 24 $3.75 $90.00
GALLON 70 $1.50 $105.00
LIN FT 75 $32.00 $2,400.00
EACH 2 $240.00 $480.00
LIN FT 70 $40.00 $2,800.00
EACH 1 $2,000.00 $2,000.00
SQ FT 205 $5.50 $1,127.50
SQ FT 160 $6.75 $1,080.00
LIN FT 40 $27.00 $1,080.00
SQ FT 16 $31.00 $496.00
EACH 1 $3,700.00 $3,700.00
EACH 2 $4,300.00 $8,600.00
EACH 16 $1,800.00 $28,800.00
LUMP SUM 1 $10,000.00 $10,000.00
EACH 1 $6,000.00 $6,000.00
LUMP SUM 1 $4,000.00 $4,000.00
PLANT 60 $13.50 $810.00
SHRUB 8 $40.00 $320.00
LIN FT 35 $5.50 $192.50
AC 1.0 $2,300.00 $2,352.90
AC 0.1 $9,000.00 $1,329.13
LUMP SUM 1 $8,000.00 $8,000.00
LIN FT 100 $2.25 $225.00
EACH 1 $250.00 $250.00
EACH 2 $250.00 $500.00
EACH 2 $350.00 $700.00
CU YD 6 $100.00 $600.00
SQ YD 558 $4.40 $2,455.53
SQ YD 2000 $2.00 $4,000.00
Sub-Total Segment 3 $170,837.00
Construction Contingency (5%) $8,541.85
Total Construction Cost -Segment 3 $179,378.85
Engr, Fiscal, & Admin (27%) $48,432.29
Total Segment 3 Cost $227,811.13
A-3
TRAIL SEGMENT 4 -LONG LAKE ROAD TO COUNTY ROAD I
NO. DESCRIPTION
1 MOBILIZATION
2 CLEARING
3 GRUBBING
4 REMOVE CURB AND GUTTER
5 REMOVE CONCRETE WALK
6 REMOVE METAL APRON
7 COMMON EXCAVATION (P)
8 GRANULAR BORROW
9 GEOTEXTILE FABRIC TYPE V
10 AGGREGATE BASE CLASS 5 MOD
11 TYPE LV 4 WEARING COURSE MIXTURE (B)
12 BITUMINOUS DRIVEWAY REPAIR
13 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
14 BITUMINOUS MATERIAL FOR TACK COAT
15 15" RC PIPE CULVERT CLASS V
16 15" RC PIPE APRON
17 15" RC PIPE SEWER DES 3006 CL V
18 CONST. DRAINAGE STRUCTURE, 4' DIA MH
19 4" CONCRETE WALK
20 6" CONCRETE WALK
21 CONCRETE CURB & GUTTER DESIGN 6618
22 TRUNCATED DOME PANEL
23 LIGHTING UNIT TYPE SPECIAL 1
24 LIGHTING UNIT TYPE SPECIAL 2
25 CONDUIT SYSTEM (LIGHTING) TYPE 1
26 SERVICE CABINET
27 TRAFFIC CONTROL
28 ZEBRA CROSSWALK WHITE-EPOXY
29 PERENNIAL 1 GAL CONT
30 DECIDUOUS SHRUB NO 2 CONT
31 LANDSCAPE EDGING, METAL
32 SEEDING, INCL SEED, MULCH AND DISK ANCHOR
33 SEEDING, TYPE 2
34 NATIVE SEEDING MAINTENANCE
35 SILT FENCE, TYPE MACHINE SLICED
36 STORM DRAIN INLET PROTECTION
37 CULVERT PROTECTION
38 RANDOM RIPRAP CLASS II
39 SODDING TYPE LAWN
40 EROSION CONTROL BLANKETS CATEGORY 3
UNIT QUANTITY UNIT PRICE TOTAL PRICE
LUMP SUM 1.00 $12,000.00 $12,000.00
ACRE 0.9 $4,500.00 $3,930.37
ACRE 0.9 $4,200.00 $3,668.35
LIN FT 200 $7.10 $1,420.00
SQ FT 190 $4.50 $855.00
EACH 2 $100.00 $200.00
CU YD 740 $15.00 $11,100.00
TN 360 $13.00 $4,679.81
SQ YD 310 $2.50 $775.00
TON 520 $18.50 $9,620.00
TON 170 $76.00 $12,920.00
SF 200 $25.00 $5,000.00
LIN FT 48 $3.75 $180.00
GALLON 65 $1.50 $97.50
LIN FT 100 $32.00 $3,200.00
EACH 2 $240.00 $480.00
LIN FT 200 $40.00 $8,000.00
EACH 2 $2,000.00 $4,000.00
SQ FT 25 $5.50 $137.50
SQ FT 800 $6.75 $5,400.00
LIN FT 200 $27.00 $5,400.00
SQ FT 80 $31.00 $2,480.00
EACH 2 $4,300.00 $8,600.00
EACH 14 $1,800.00 $25,200.00
LUMP SUM 1 $10,000.00 $10,000.00
EACH 1 $6,000.00 $6,000.00
LUMP SUM 1 $4,000.00 $4,000.00
SQ FT 24 $14.00 $336.00
PLANT 75 $13.50 $1,012.50
SHRUB 10 $40.00 $400.00
LIN FT 40 $5.50 $220.00
AC 0.6 $2,300.00 $1,469.93
AC 0.3 $9,000.00 $2,646.90
LUMP SUM 1 $8,000.00 $8,000.00
LIN FT 300 $2.25 $675.00
EACH 1 $250.00 $250.00
EACH 1 $350.00 $350.00
CU YD 8 $100.00 $800.00
SQ YD 522 $4.40 $2,297.78
SQ YD 1800 $2.00 $3,600.00
Sub-Total Segment 4 $171,401.64
Construction Contingency (5%) $8,570.08
Total Construction Cost -Segment 4 $179,971.72
Engr, Fiscal, & Admin (27%) $48,592.36
Total Segment 4 Cost $228,564.08
A-4
TRAIL SEGMENT 5 -COUNTY ROAD I TO SILVER LAKE ROAD
NO. DESCRIPTION
1 MOBILIZATION
2 CLEARING
3 GRUBBING
4 REMOVE CURB AND GUTTER
5 REMOVE BITUMINOUS PAVEMENT
6 REMOVE METAL APRON
7 COMMON EXCAVATION (P)
8 GRANULAR BORROW
9 GEOTEXTILE FABRIC TYPE V
10 AGGREGATE BASE CLASS 5 MOD
11 TYPE LV 4 WEARING COURSE MIXTURE (B)
12 BITUMINOUS DRIVEWAY REPAIR
13 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
14 BITUMINOUS MATERIAL FOR TACK COAT
15 15" RC PIPE CULVERT CLASS V
16 15" RC PIPE APRON
17 CONST. DRAINAGE STRUCTURE, 4' DIA MH
18 4" CONCRETE WALK
19 6" CONCRETE WALK
20 8" CONCRETE WALK-REINFORCED
21 CONCRETE CURB & GUTTER DESIGN 8618
22 TRUNCATED DOME PANEL
23 LIGHTING UNIT TYPE SPECIAL 1
24 LIGHTING UNIT TYPE SPECIAL 2
25 CONDUIT SYSTEM (LIGHTING) TYPE 1
26 SERVICE CABINET
27 TRAFFIC CONTROL
28 PERENNIAL 1 GAL CONT
29 DECIDUOUS SHRUB NO 2 CONT
30 LANDSCAPE EDGING, METAL
31 SEEDING, INCL SEED, MULCH AND DISK ANCHOR
32 SEEDING, TYPE 2
33 NATIVE SEEDING MAINTENANCE
34 SILT FENCE, TYPE MACHINE SLICED
35 CLEAN PIPE CULVERT
36 CULVERT PROTECTION
37 RANDOM RIPRAP CLASS II
38 SODDING TYPE LAWN
39 EROSION CONTROL BLANKETS CATEGORY 3
UNIT QUANTITY UNIT PRICE TOTAL PRICE
LUMP SUM 1 $12,000.00 $12,000.00
ACRE 0.5 $4,500.00 $2,160.00
ACRE 0.5 $4,200.00 $2,016.00
LIN FT 40 $7.10 $284.00
SQ YD 20 $5.00 $100.00
EACH 1 $100.00 $100.00
CU YD 1040 $15.00 $15,600.00
TN 256 $13.00 $3,328.00
SQ YD 392 $2.50 $980.38
TON 710 $18.50 $13,135.00
TON 210 $76.00 $15,960.00
SF 200 $25.00 $5,000.00
LIN FT 48 $3.75 $180.00
GALLON 82 $1.50 $123.00
LIN FT 200 $32.00 $6,400.00
EACH 9 $240.00 $2,160.00
EACH 1 $2,000.00 $2,000.00
SQ FT 25 $5.50 $137.50
SQ FT 24 $6.75 $162.00
SQ FT 1350 $7.00 $9,450.00
LIN FT 40 $27.00 $1,080.00
SQ FT 16 $31.00 $496.00
EACH 2 $4,300.00 $8,600.00
EACH 17 $1,800.00 $30,600.00
LUMP SUM 1 $10,000.00 $10,000.00
EACH 1 $6,000.00 $6,000.00
LUMP SUM 1 $4,000.00 $4,000.00
PLANT 75 $13.50 $1,012.50
SHRUB 10 $40.00 $400.00
LIN FT 40 $5.50 $220.00
AC 1.1 $2,300.00 $2,583.13
AC 0.2 $9,000.00 $1,620.45
LUMP SUM 1 $8,000.00 $8,000.00
LIN FT 200 $2.25 $450.00
EACH 2 $250.00 $500.00
EACH 2 $350.00 $700.00
CU YD 12 $100.00 $1,200.00
SQ YD 720 $4.40 $3,168.00
SQ YD 2200 $2.00 $4,400.00
Sub-Total Segment 5 $176,305.96
Construction Contingency (5%) $8,815.30
Total Constru ction Cost -Segment 5 $185,121.26
Engr, Fiscal, & Admin {27%) $49,982.74
Total Segment 5 Cost $235,104.01
A-5
TRAIL SEGMENT A -COUNTY ROAD H2 TO EDGEWOOD DRIVE
NO. DESCRIPTION
1 MOBILIZATION
2 CLEARING
3 GRUBBING
4 REMOVE CURB AND GUTTER
5 REMOVE CONCRETE WALK
6 REMOVE BITUMINOUS PAVEMENT
7 REMOVE METAL APRON
8 COMMON EXCAVATION (P)
9 GRANULAR BORROW
10 GEOTEXTILE FABRIC TYPE V
11 AGGREGATE BASE CLASS 5 MOD
12 TYPE LV 4 WEARING COURSE MIXTURE (B)
13 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
14 BITUMINOUS MATERIAL FOR TACK COAT
15 15" RC PIPE CULVERT CLASS V
16 15" RC PIPE APRON
17 6" CONCRETE WALK
18 CONCRETE CURB & GUTTER DESIGN 8618
19 TRUNCATED DOME PANEL
20 TRAFFIC CONTROL
21 PERENNIAL 1 GAL CONT
22 DECIDUOUS SHRUB NO 2 CONT
23 LANDSCAPE EDGING, METAL
21 SEEDING, INCL SEED, MULCH AND DISK ANCHOR
22 SEEDING, TYPE 2
23 NATIVE SEEDING MAINTENANCE
24 SILT FENCE, TYPE MACHINE SLICED
25 CLEAN PIPE CULVERT
26 CULVERT PROTECTION
27 RANDOM RIPRAP CLASS II
28 SODDING TYPE LAWN
29 EROSION CONTROL BLANKETS CATEGORY 3
UNIT QUANTITY UNIT PRICE TOTAL PRICE
LUMP SUM 1 $12,000.00 $6,000.00
ACRE 0.1 $4,500.00 $548.86
ACRE 0.1 $4,200.00 $512.27
LIN FT 40 $7.10 $284.00
SQ FT 20 $4.50 $90.00
SQ YD 290 $5.00 $1,450.00
EACH 2 $100.00 $200.00
CU YD 647 $15.00 $9,705.00
TN 13 $13.00 $169.00
SQ YD 71 $2.50 $176.80
TON 130 $18.50 $2,405.00
TON 40 $76.00 $3,040.00
LIN FT 48 $3.75 $180.00
GALLON 15 $1.50 $22.50
LIN FT 50 $32.00 $1,600.00
EACH 2 $240.00 $480.00
SQ FT 160 $6.75 $1,080.00
LIN FT 40 $27.00 $1,080.00
SQ FT 16 $31.00 $496.00
LUMP SUM 1 $4,000.00 $4,000.00
PLANT 83 $13.50 $1,120.50
SHRUB 16 $40.00 $640.00
LIN FT 220 $5.50 $1,210.00
AC 0.2 $2,300.00 $559.13
AC 0.2 $9,000.00 $2,004.13
LUMP SUM 1 $2,000.00 $2,000.00
LIN FT 200 $2.25 $450.00
EACH 2 $250.00 $500.00
EACH 2 $350.00 $700.00
CU YD 2 $100.00 $200.00
SQ YD 118 $4.40 $518.61
SQ YD 400 $2.00 $800.00
Sub-Total Segment A $44,221.81
Construction Contingency (5%) $2,211.09
Total Constru ction Cost - Segment A $46,432.90
Engr, Fiscal, & Admin (27%) $12,536.88
Total Segment A Cost $58,969.79
Total Project Cost
Trail Se ment 1 $287,330
Trail Se ment 2 $236,733
Trail Se ment 3 $227,811
Trail Se ment 4 $228,564
Trail Se ment 5 $235,104
Trail Se ment A Connection $58,970
Total Pro'ect Cost $1,274,512
A-6
Infrastructure Improvement Program
County Road 10 Trail Project -Segments 1-5
Action Plan and Schedule
Prepared June 5, 2008
January 9, 2006 City Council approved Resolution 6716 authorizing the preparation of a
preliminary feasibility report and consultant selection for the County Road
10 Trailway, Lighting, and Landscape Project
August 28, 2006 City Council approved Resolution 6906 approving the feasibility report,
holding the public improvement hearing, ordering the project, authorizing
the preparation of plans and specifications for the County Road 10
Trailway Project: Segments 9&10.
November 5, 2007 City Council reviewed a draft feasibility report for the County Road 10
Trailway Project: Segments 1-5 and public improvement hearing is held.
COMPLETED
PLANNED
June 9, 2008 Approve Preliminary Report, Order Project, authorize preparation of
project memorandum, authorize preparation of plans and specifications
June 11, 2008 Submit DCP Request
July 28, 2008 City Approve Project Memorandum
July 28, 2008 WCA wetland permit submitted to Watershed
(+/- 60 day approval)
August 4, 2008 Watershed permit submitted
(+/- 60 day approval)
September 24, 2008 MnDOT Metro State Aid Approval of Project Memorandum
September 29, 2008 Anticipated WCA wetland permit approval
October 6, 2008 Anticipated Watershed permit approval
October 6, 2008 MnDOT State Aid for Local Transportation (also FHWA) Approval of
Project Memorandum
October 9, 2009 City Staff 90% Plans Review
ATTACHMENT C
October 20, 2008 100% Plans and Specs to City for Council Packet
October 27, 2008 City Council Approves 100% Plans and Specs
Authorizes Ad for Bid
November 3, 2008 Ramsey County Approves 100% Plans and Specs
December 26, 2008 MnDOT State Aid Approves 100% Plans and Specs
January 9, 2009 Authorization to Proceed by FHWA
January 19, 2009 DBE Goal Determination
January 28, 2009 Ad for bid published (Local Paper and Construction Bulletin)
March 5, 2009 Open Bids
March 20, 2009 DBE Certification
March 23, 2009 City Council Awards Bid
May 5, 2009 Neighborhood Preconstruction Meeting held
May 18, 2009 Construction Begins
September 7, 2009 Construction Completed
ATTACHMENT C