Request for Council Action
TO: Mayor and City Council
THROUGH: Tim Murray, City Administrator
FROM: Mark DuChene, City Engineer
MEETING DATE: March 9, 2021
SUBJECT: Resolution 2021-050 Receive/File Feasibility
Report and Establish Public Hearing for 2021 Street Reconstruction Project – City Contract 2021-03
Background:
Attached is the feasibility report detailing the 2021 Street Reconstruction Improvements project (Contract 2021-03), including removals, watermain replacement, sanitary sewer replacement, lot services, storm sewer construction, grading, aggregate base, bituminous paving, turf restoration and related improvements.
The streets proposed to be included in this project are as follows:
20th Street NW (2nd Avenue NW to East End)
Faribault Road (Highland Place to South End)
Lofts at Evergreen Knoll (Sewer and Water Main Relocation Only) The preliminary total estimated cost of the improvements, including 10% contingency and 15% engineering, is $1,075,500.00. Proposed funding for the project is as follows:
Special Assessments $ 153,000.00 14.2%
Street Improvement Projects Fund (401) $ 283,300.00 26.3%
Water Utility Fund (601) $ 322,650.00 30.0%
Sanitary Sewer Utility Fund (602) $ 239,800.00 22.3%
Storm Sewer Utility Fund (603) $ 76,750.00 7.2%
Total $1,075,500.00 100.0%
The attached resolution also establishes a Public Hearing before the City Council for this project on April 13, 2021. Prior to the hearing, a virtual
Recommendation:
Approve Resolution 2021-050 Attachments:
• Resolution 2021-050
State of Minnesota County of Rice
CITY OF FARIBAULT
RESOLUTION#2021-050
RECEIVE/FILE FEASIBILITY REPORT AND ESTABLISH PUBLIC HEARING FOR 2021STREET RECONSTRUCTION PROJECT –CITY CONTRACT 2021-03
WHEREAS, a report has been prepared by the City Engineering
Department with reference to the 2021 Street Reconstruction Improvements project (Contract 2021-03), including removals, watermain replacement, sanitary sewer replacement, lot services, storm sewer construction, grading, aggregate base, bituminous paving, turf restoration and related improvements on the following streets:
20th Street NW (2nd Avenue NW to East End)
Faribault Road (Highland Place to South End)
Lofts at Evergreen Knoll (Utility Relocation Only)
and it is proposed to assess the benefited property for all or a portion of the cost of the improvements, pursuant to Minnesota Statutes, Chapter 429, and this report was received by the Council on March 9, 2021.
NOW, THEREFORE BE IT RESOLVED, that the Council will consider the
2021 Street Reconstruction Improvements project (Contract 2021-03), including removals, watermain replacement, sanitary sewer replacement, lot services, storm sewer construction, grading, aggregate base, bituminous paving, turf restoration and related improvements on the following streets:
20th Street NW (2nd Avenue NW to East End)
Faribault Road (Highland Place to South End)
Lofts at Evergreen Knoll (Utility Relocation Only)
in accordance with the feasibility report and the assessment of abutting property for all or a portion of the cost of the improvement pursuant to Mn. Statutes Chapter 429.
Date Adopted: March 9, 2021
Faribault City Council
_________________________ Kevin F. Voracek, Mayor ATTEST:
____________________________________ Timothy C. Murray, City Administrator
2021 STREET RECONSTRUCTION IMPROVEMENTS
FEASIBILITY REPORT
Contract 2021-03 Project LocationFaribault Road - Highland Place to South End
20th Street NW - 2nd Ave NW/TH 3 to East End
Lofts at Evergreen Knoll - Utility Replacement Only
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Project Initiation
The improvements are included in the approved 2021-2025 Capital Improvements Plan (CIP) as well as the approved 2021 Annual Budget. The project was formally initiated upon the passage of Resolution 2021-016 by the City Council on January 26, 2021, which also ordered the preparation of this report. As this is a non-petitioned improvement project, an 80% majority (6/7) vote of the City Council is required to order the improvements.
Project Scope
Part 1: Faribault Road – Highland Place to South End
Street Improvements: The right of way (ROW) width for Faribault Road is 66 feet and the current roadway is a 24-foot-wide rural roadway section with no curb and gutter. The roadway was originally constructed in the 1970’s and a review of records available indicate the road has not had any significant pavement improvements since. Proposed street improvements include the full reconstruction of the roadway section with 8” aggregate base, B618 concrete curb and gutter, and 3½” of bituminous pavement. The proposed width for the reconstructed street is 31-feet (back of curb to back of curb). Faribault Road currently terminates in a dead end at a parking lot with no public turnaround. The City acquired a deed from a previous property owner (Doc. 226411) in 1972 that established area for the City to construct a turnaround for public roadway purposes. The proposed project includes constructing said turnaround within the public land as shown below.
Faribault Road Pictures
Sanitary Sewer: The sanitary sewer was installed in 1978, consisting of 8” vitrified clay pipe (VCP). It is proposed to replace the piping with new 8” PVC, with new precast concrete manholes. Individual service lines will be replaced out from the main to the boulevard, typically with 4” or 6” PVC piping depending on the property use.
Watermain: The watermain is 8” pipe (material unknown), installed in 1972. There are no known history of watermain breaks on this segment of watermain. It is proposed to replace the main with new 12” PVC watermain parallel to the trunk sanitary sewer in the MnDOT right of way as identified in the most recent City comprehensive water plan. Individual service lines generally will be replaced with 1” copper or matching size to existing and fire service lines will be installed to commercial properties. New valves and hydrants will also be included with the project. Temporary water services if needed will be set up during the construction to maintain service to the area properties.
Storm Sewer: There is currently no storm sewer in the area and given the existing adjacent grades and ditch elevations it is not feasible to install storm sewer. In lieu of storm sewer, drainage from the roadway will continue to be directed to the ditch along the interstate exit ramp/CSAH 48.
Sidewalks: There are no sidewalks adjacent to Faribault Road and none are planned as part of this project as the 2000 Comprehensive Sidewalk and Trails plan does not identify this area as planned for sidewalk.
Part 2: 20th Street NW – 2nd Avenue NW /TH 3 to East End
Street Improvements: The right of way (ROW) width for 20th Street NW is 66 feet and the current
roadway is a variable width gravel roadway. Proposed street improvements include the full reconstruction of the roadway section with 8” aggregate base, B618 concrete curb and gutter, and 3½” of bituminous pavement. The proposed width for the reconstructed street is 32-feet (face to face) with no proposed parking on either side of the road. The road will be terminated on the east end with an
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offset cul-de-sac as shown below and driveway curb cuts will be provided along 20th St NW in
conjunction with the proposed Malecha Auto Body and Kwik Trip projects. Based on preliminary review of property ownership, roadway easements may be needed for the construction of the cul-de-sac. Easement acquisition is not anticipated to be challenging as the area the cul-de-sac would be in is already encumbered by a utility easement in favor of the City.
20th Street Looking East 20th Street Looking West
20th Street Offset Cul-de-Sac Layout
Sanitary Sewer: There is no sanitary sewer currently in 20th St NW. There is 12-inch sanitary sewer
that flows from north to south in 2nd Ave NW/ TH 3 built in 1948 and a 24-inch trunk sanitary sewer
line that flows north to south in the old railroad right-of-way built in 2004. This project proposes to extend a new 21-inch trunk sanitary sewer line in 20th Street to connect to the existing sanitary sewer
trunk line on the east. This line is proposed to provide capacity relief for the existing sanitary sewer in TH 3 west of 2nd Avenue. New service size and locations will be coordinated with the proposed
Watermain: The watermain in 20th Street NW is 6” DIP, installed in 1985. Due to the pending
developments on the north and south sides of 20th Street NW, it is proposed to replace the 6” watermain
with 8” watermain. Service sizes and locations will be coordinated with the adjacent proposed developments.
Storm Sewer: There is currently no storm sewer in 20th Street NW as the existing roadway is a rural
gravel roadway. The roadway and surrounding area generally drains overland from west to east towards the Cannon River. This project proposes to install a new storm sewer system with a single outlet to the Cannon River. The storm sewer system will be sized to accommodate the post treatment runoff from the Kwik Trip and Malecha Auto Body parcels as well.
Sidewalks: There are no sidewalks adjacent to 20th Street and none are planned as part of this project
as the 2000 Comprehensive Sidewalk and Trails plan does not identify this area as planned for sidewalk. Part 3: Lofts at Evergreen Knoll Utility Replacements
Sanitary Sewer: There is existing 8” VCP sanitary sewer that runs along the east side of the plat for the Lofts at Evergreen Knoll. This sewer was installed circa 1962 in the now vacated 23rd Avenue SW
right-of-way. 23rd Avenue was never developed and the sewer line now lies in the rear yards of the
single-family homes on the west side of 22nd Avenue SW. This sewer line is in a deteriorated condition
and has regular issues with root intrusion and is difficult to access given the number encroachments built over it including sheds/fences/landscaping/etc. The only active service connections to the sewer are near the very south end of the line. The proposed project is to construct a new 8” sewer line along the south side of the Lofts at Evergreen Knoll plat in the existing utility easement that was retained when 3rd St SW was vacated and connect it directly to the sewer in Western Avenue (CSAH 93). This
will provide a modern sewer system with easier access to maintain.
Watermain There is also an existing 8” (material unknown) watermain that runs along the east side of the plat for the Lofts at Evergreen Knoll parallel to the sewer mentioned above. This watermain was installed circa 1954 in the now vacated 23rd Avenue SW right-of-way. Similar to the sewer above, the
only active service connections to the watermain are near the very south end of the line. The proposed project is to construct a new 8” water line along the south side of the Lofts at Evergreen Knoll plat in the existing utility easement that was retained when 3rd St SW was vacated and connect it directly to
the watermain in Western Avenue (CSAH 93). This will provide a modern water system with easier access to maintain.
It should be noted that the utility services for the new apartment building at the Lofts at Evergreen Knoll were directly connected to the existing utilities in Western Avenue (CSAH 93) and the proposed utility improvements therefore are for the benefit of existing utility costumers and the ease of maintenance for City staff. With that said, no special assessments for the replacement of these sewer and watermains is proposed. This portion of the project is being included with the 20th Street NW and Faribault Road
reconstruction improvements simply due to its similar nature to those projects and trying to take advantage of economies of scale.
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Project Financing
The preliminary estimated cost of the improvements is $1,075,500.00, which includes a 10% contingency and 15% for engineering fees (a copy of the preliminary construction estimate is attached). Funding for the work will come from special assessments, the Street Improvement Projects fund (401), and the Water (601), Sanitary Sewer (602), and Stormwater (603) Utility funds. The adopted 2021 Capital Improvement Plan has $1,205,000.00 budgeted for this project.
Assessment rates for 2021 for street reconstruction projects were established by Resolution 2020-152, adopted by the City Council on September 22, 2020. As the City Council has done the past few years on street reconstruction projects, it is proposed to continue to cap the low-density residential property frontages for assessment purposes at 100 feet where applicable. Other standard credits, such as those for corner lots, are also applied. Following is a summary of the rates used on this project:
Bituminous Street Reconstruction
Low Density Residential Property $75.50/l.f.
High Density Residential Property $83.00/l.f.
Commercial/Industrial/Institutional Property $90.00/l.f. A preliminary special assessment roll is attached to this report. Estimated financing for this project is as follows:
Special Assessments $ 153,000.00 14.2%
Street Improvement Projects Fund (401) $ 283,300.00 26.3%
Water Utility Fund (601) $ 322,650.00 30.0%
Sanitary Sewer Utility Fund (602) $ 239,800.00 22.3%
Storm Sewer Utility Fund (603) $ 76,750.00 7.2%
Total $1,075,500.00 100.0%
Project Feasibility
The improvements proposed as part of this project do not appear to present any insurmountable design or construction issues. The assessments on this project are proposed to be applied in accordance with City policy and comparable to past projects that were similar in nature, at the rates established by the City Council for 2021 improvements. Additional funding sources available to the City and proposed to be used include the Street Improvement Projects Fund (401), and the Water, Sanitary Sewer and Storm Water Utility Funds (601, 602, and 603, respectively) as outlined in the previous section.
Based upon the information presented in this report, the City Council is hereby advised in a preliminary way that the proposed improvements are necessary, cost-effective and feasible, and should be made as recommended in this report.
Project Schedule
If ordered, a proposed project schedule is as follows: Initiate Project
Order Feasibility Report January 26, 2021
Receive/File Feasibility Report
Establish Public Hearing March 9, 2021
Informational Meeting Virtual
Conduct Public Hearing Order Improvements
Order Preparation of Plans and Specifications April 13, 2021
Approve Plans and Specifications
Establish Bid Date April 27, 2021
Bid Opening Date May 19, 2021
Receive Bids
Award Contract May 25, 2021
Begin Construction June 14, 2021
Substantial Completion September 3, 2021
Final Completion September 17, 2021
Declare Cost to be Assessed
Establish Special Assessment Hearing September 28, 2021
Conduct Special Assessment Hearing
Adopt Special Assessments October 26, 2021
Dated: March 4, 2021
Prepared By: Mark W DuChene, City Engineer
_________________________________________________________________________________________________________ I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.
_________________________________ Reg. No. 46594 3/4/2021 _ Mark W. DuChene, P.E. Date
Contract 2021-03 2021 Street Reconstruction 2/10/2021
PARCELID DEEDHOLD STREETNUM STREETNAME MAIL ADDRESS MAILCITY STATE MAILZIPMAIL FRONTAGETOTAL FRONTAGEASSESSED STREET RATE ASSESSMENTTOTAL
20th Street NW (2nd Avenue NW to East End)
1819425001 FARIBAULT CANNING CO 222 9TH ST S STE 3380 MINNEAPOLIS MN 55402 100.00 100.00 $90.00 $9,000.00
1819450002 SPENCER & PATRICIA WILKER 2005 HWY 3 S 2005 HWY 3 S FARIBAULT MN 55021 0.00 66.00 $75.50 $4,983.00
1819452001 KWIK TRIP INC 2005 2ND AVE NW 1626 OAK ST LA CROSSE WI 54603 196.50 196.50 $90.00 $17,685.00
1819452002 KWIK TRIP INC 1626 OAK ST LA CROSSE WI 54603 66.00 66.00 $90.00 $5,940.00
1830125001 KB ENTERPRISES OF FARIBAULT 103 20TH ST NW 2035 7TH ST NW FARIBAULT MN 55021 0.00 100.00 $90.00 $9,000.00
1830125009 FARIBAULT CANNING CO 222 9TH ST S STE 3380 MINNEAPOLIS MN 55402 100.00 100.00 $90.00 $9,000.00
1830126003 MALECHA PROPERTIES LLC 1955 2ND AVE NW 23227 BAGLEY AVE FARIBAULT MN 55021 241.78 241.78 $90.00 $21,760.20
1830125002 CITY OF FARIBAULT 208 1ST AVE NW FARIBAULT MN 55022 0.00 100.00 $75.50 $7,550.00
$84,918.20 Faribault Road (Highland Place to South End)
1801201011 CATEL LLC 1033 FARIBAULT RD 30 5TH ST NW FARIBAULT MN 55021 405.51 405.51 $90.00 $36,495.90
1801201012 INDEPENDENT SCHOOL DISTRICT 656 1051 FARIBAULT RD 710 17TH ST SW FARIBAULT MN 55021 120.00 120.00 $90.00 $10,800.00
1801202005 CAVE CREEK LLC 1001 FARIBAULT RD 2607 WHITE BEAR AVE MAPLEWOOD MN 55109 351.55 175.78 $90.00 $15,819.75
1801300001 WILLIAM L & NANCY J PERRY 1101 FARIBAULT RD 1101 FARIBAULT RD FARIBAULT MN 55021 0.00 66.00 $75.50 $4,983.00
$75.50 $0.00
$68,098.65
Total $153,016.85
Corner Lot - Sideyard Credit Applied. 2021 Special Assessment Rates - Reconstruction
Previous project assessment credit applied. Low Density Residential $75.50 /foot
Capped at 100' per CC direction (Low Density Residential Only) High Density Residential $83.00 /foot
Non-Assessable Frontage Commercial/Industrial/Institutional $90.00 /foot
Irregular Frontage (Flag Lot)
Contract:
Item No. Description Units Quantity Unit Price Total Price
Part 1: Faribault Road (Highland Place to 1000' south) Schedule A: Roadway Improvements
2021.501/60010 LUMP SUM 1 $ 15,000.00 $ 15,000.00 2101.524/00040 TREE 2 $ 500.00 $ 1,000.00 2101.524/00050 TREE 2 $ 500.00 $ 1,000.00 2104.503/00315 LIN FT 30 $ 5.50 $ 165.00 2104.503/00390 LIN FT 120 $ 5.00 $ 600.00 2104.504/00120 SQ YD 3500 $ 3.50 $ 12,250.00 2104.603/01850 LIN FT 875 $ 5.00 $ 4,375.00 2105.507/00015 CU YD 1165 $ 12.50 $ 14,562.50 2105.507/00050 CU YD 500 $ 10.00 $ 5,000.00 2105.507/00290 CU YD 500 $ 20.00 $ 10,000.00 2211.503/010 CU YD 825 $ 30.00 $ 24,750.00 2301.503/02060 LIN FT 65 $ 30.00 $ 1,950.00 2360.509/23205 TON 410 $ 70.00 $ 28,700.00 2360.509/23300 TON 310 $ 75.00 $ 23,250.00 2531.503/02315 LIN FT 1810 $ 20.00 $ 36,200.00 2531.603 LIN FT 55 $ 35.00 $ 1,925.00 2531.618 SQ FT 320 $ 20.00 $ 6,400.00 2563.601/00010 LUMP SUM 1 $ 5,000.00 $ 5,000.00 2573.501/00025 LUMP SUM 1 $ 1,000.00 $ 1,000.00 2573.502/00110 EACH 1 $ 250.00 $ 250.00
Engineer's Estimate by Contract
MOBILIZATION - ROADWAY 2021-03
2021 Street Reconstruction
CLEARING GRUBBING
REMOVE CURB & GUTTER REMOVE FENCE
REMOVE BITUMINOUS PAVEMENT ABANDON WATER MAIN COMMON EXCAVATION SUBGRADE EXCAVATION SELECT GRANULAR BORROW (CV)
8" CONCRETE VALLEY GUTTER
8" CONCRETE PAVEMENT (CURB RADIUS) TRAFFIC CONTROL
STABILIZED CONSTRUCTION EXIT STORM DRAIN INLET PROTECTION AGGREGATE BASE PLACED (CV), CLASS 5 (P) INTEGRANT CURB DESIGN B6
TYPE SP 12.5 NON WEAR COURSE MIX (3;B) TYPE SP 12.5 WEARING COURSE MIX (3;C) CONCRETE CURB & GUTTER DESIGN B618
2104.502/00880 EACH 2 $ 500.00 $ 1,000.00 2504.601/00040 LUMP SUM 1 $ 5,000.00 $ 5,000.00 2504.602/00010 EACH 1 $ 750.00 $ 750.00 2504.602/00014 EACH 2 $ 350.00 $ 700.00 2504.602/00024.1 EACH 3 $ 5,000.00 $ 15,000.00 2504.602/00410 EACH 3 $ 300.00 $ 900.00 2504.602/00856 EACH 1 $ 2,000.00 $ 2,000.00 2504.602/00858 EACH 1 $ 2,500.00 $ 2,500.00 2504.602/00862 EACH 1 $ 3,000.00 $ 3,000.00 2504.602/03100 EACH 3 $ 350.00 $ 1,050.00 2504.603/00710 LIN FT 235 $ 40.00 $ 9,400.00 2504.603/02006 LIN FT 160 $ 50.00 $ 8,000.00 2504.603/02008 LIN FT 80 $ 60.00 $ 4,800.00 2504.603/02012 LIN FT 950 $ 65.00 $ 61,750.00 2504.608/00020 POUND 742 $ 10.00 $ 7,420.00 Part 1: Faribault Road (Highland Place to 1000' south) Schedule C: Sanitary Sewer Improvements
2021.501/60011 LUMP SUM 1 $ 5,000.00 $ 5,000.00 2104.502/00780 EACH 3 $ 350.00 $ 1,050.00 2451.607/00400 CU YD 200 $ 30.00 $ 6,000.00 2503.602/00300 EACH 2 $ 1,000.00 $ 2,000.00 2503.602/13402 EACH 3 $ 250.00 $ 750.00 2503.603/20290 LIN FT 901 $ 5.00 $ 4,505.00 2503.603/21008 LIN FT 901 $ 40.00 $ 36,040.00 2503.603/24004 LIN FT 140 $ 40.00 $ 5,600.00 2506.602/SAN EACH 3 $ 5,000.00 $ 15,000.00
Part 2: 20th Street NW (T.H. 3 (2nd Avenue NW) to 400' east) Schedule A: Roadway Improvements
2021.501/60010 LUMP SUM 1 $ 10,000.00 $ 10,000.00 2104.503/00315 LIN FT 65 $ 5.50 $ 357.50 2104.504/00120 SQ YD 180 $ 3.50 $ 630.00 2104.603/01850 LIN FT 360 $ 5.00 $ 1,800.00 2105.507/00015 CU YD 680 $ 12.50 $ 8,500.00 2105.507/00050 CU YD 250 $ 10.00 $ 2,500.00 2105.507/00280 CU YD 250 $ 20.00 $ 5,000.00 2211.507 CU YD 455 $ 30.00 $ 13,650.00
CONNECT TO EXISTING WATER MAIN CONNECT TO EXISTING WATER SERVICE INSTALL HYDRANT W/6" LEAD & VALVE 1" CORPORATION STOP
6" GATE VALVE REMOVE HYDRANT TEMPORARY WATER SERVICE
8" PVC WATERMAIN 12" PVC WATERMAIN DUCTILE IRON FITTINGS
MOBILIZATION - SANITARY SEWER REMOVE MANHOLE
8" GATE VALVE 12" GATE VALVE 1" CURB STOP & BOX 1" TYPE K COPPER PIPE 6" PVC WATERMAIN
4" PVC SANITARY SERVICE PIPE CONSTRUCT SANITARY MANHOLE MOBILIZATION - ROADWAY REMOVE CURB & GUTTER REMOVE BITUMINOUS PAVEMENT TRENCH STABILIZATION MATERIAL (CV) CONNECT TO EXISTING SANITARY SEWER 8"X4" PVC WYE
CLEAN & VIDEO TAPE PIPE SEWER 8" PVC PIPE SEWER
ABANDON WATER MAIN COMMON EXCAVATION SUBGRADE EXCAVATION
SELECT GRANULAR BORROW MOD 5% (EV) AGGREGATE BASE PLACED (CV), CLASS 5 (P)
2301.503/02060 LIN FT 132 $ 30.00 $ 3,960.00 2360.509/23205 TON 235 $ 70.00 $ 16,450.00 2360.509/23300 TON 180 $ 75.00 $ 13,500.00 2531.503/02315 LIN FT 735 $ 20.00 $ 14,700.00 2531.503/19215 LIN FT 615 $ 20.00 $ 12,300.00 2531.603 LIN FT 60 $ 35.00 $ 2,100.00 2531.618 SQ FT 625 $ 20.00 $ 12,500.00 2563.601/00010 LUMP SUM 1 $ 5,000.00 $ 5,000.00 2573.501/00025 LUMP SUM 1 $ 1,000.00 $ 1,000.00 2573.502/00110 EACH 3 $ 250.00 $ 750.00 2575.504/00011 SQ YD 1250 $ 8.00 $ 10,000.00 Part 2: 20th Street NW (T.H. 3 (2nd Avenue NW) to 400" east) Schedule B: Watermain Improvements
2021.501/60012 LUMP SUM 1 $ 5,000.00 $ 5,000.00 2504.601/00040 LUMP SUM 1 $ 5,000.00 $ 5,000.00 2504.602/00010 EACH 2 $ 750.00 $ 1,500.00 2504.602/00024.1 EACH 1 $ 5,000.00 $ 5,000.00 2504.602/00410 EACH 2 $ 300.00 $ 600.00 2504.602/00858 EACH 1 $ 2,500.00 $ 2,500.00 2504.602/03100 EACH 2 $ 350.00 $ 700.00 2504.603/00710 LIN FT 70 $ 40.00 $ 2,800.00 2504.603/02006 LIN FT 90 $ 50.00 $ 4,500.00 2504.603/02008 LIN FT 360 $ 60.00 $ 21,600.00 2504.608/00020 POUND 220 $ 10.00 $ 2,200.00 Part 2: 20th Street NW (T.H. 3 (2nd Avenue NW) to 400' east) Schedule C: Sanitary Sewer Improvements
2021.501/60011 LUMP SUM 1 $ 5,000.00 $ 5,000.00 2104.502/00780 EACH 1 $ 350.00 $ 350.00 2451.607/00400 CU YD 100 $ 30.00 $ 3,000.00 2503.602 EACH 2 $ 800.00 $ 1,600.00 2503.602/00300 EACH 3 $ 1,000.00 $ 3,000.00 2503.602/00310 EACH 1 $ 750.00 $ 750.00
INTEGRANT CURB DESIGN B6
TYPE SP 12.5 NON WEAR COURSE MIX (3;B) TYPE SP 12.5 WEARING COURSE MIX (3;C) CONCRETE CURB & GUTTER DESIGN B618 CONCRETE CURB & GUTTER DESIGN S518
SODDING TYPE LAWN MOBILIZATION - WATERMAIN TEMPORARY WATER SERVICE CONNECT TO EXISTING WATER MAIN INSTALL HYDRANT W/6" LEAD & VALVE 8" CONCRETE VALLEY GUTTER
8" CONCRETE PAVEMENT (CURB RADIUS) TRAFFIC CONTROL
STABILIZED CONSTRUCTION EXIT STORM DRAIN INLET PROTECTION
8" PVC WATERMAIN DUCTILE IRON FITTINGS
MOBILIZATION - SANITARY SEWER REMOVE MANHOLE
TRENCH STABILIZATION MATERIAL (CV) 1" CORPORATION STOP
8" GATE VALVE 1" CURB STOP & BOX 1" TYPE K COPPER PIPE 6" PVC WATERMAIN
21"x6" PVC WYE
CONNECT TO EXISTING SANITARY SEWER CONNECT TO EXISTING MANHOLES (SAN)
2506.602/SAN EACH 1 $ 8,000.00 $ 8,000.00 2550.602/03620 EACH 1 $ 5,000.00 $ 5,000.00 Part 2: 20th Street NW (T.H. 3 (2nd Avenue NW) to 400' east) Schedule D: Storm Sewer Improvements
2021.501/60013 LUMP SUM 1 $ 5,000.00 $ 5,000.00 2451.607/00400 CU YD 100 $ 30.00 $ 3,000.00 2501.502/05021 EACH 1 $ 2,000.00 $ 2,000.00 2503.503/15153 LIN FT 95 $ 65.00 $ 6,175.00 2503.503/15183 LIN FT 165 $ 70.00 $ 11,550.00 2503.503/15213 LIN FT 250 $ 80.00 $ 20,000.00 2506.502/00300 EACH 1 $ 2,500.00 $ 2,500.00 2506.502/02420 EACH 1 $ 3,000.00 $ 3,000.00 2506.502/03020 EACH 1 $ 4,500.00 $ 4,500.00 2511.507/00014 CU YD 10 $ 150.00 $ 1,500.00 2573.503/00031 LIN FT 25 $ 50.00 $ 1,250.00 2582.503/30404 LIN FT 40 $ 5.00 $ 200.00 Part 3: Lofts at Evergreen Knoll Apartments C.S.A.H. 93 (Western Avenue South) - Utility Improvements
2021.501/00010 LUMP SUM 1 $ 10,000.00 $ 10,000.00 2101.524/00040 TREE 6 $ 500.00 $ 3,000.00 2101.524/00050 TREE 6 $ 500.00 $ 3,000.00 2104.503/00315 LIN FT 40 $ 5.50 $ 220.00 2104.503/00420 LIN FT 40 $ 25.00 $ 1,000.00 2104.504/00120 SQ YD 145 $ 3.50 $ 507.50 2104.518/00130 SQ FT 240 $ 2.50 $ 600.00 2105.507/00290 CU YD 105 $ 20.00 $ 2,100.00 2211.503/010 CU YD 55 $ 30.00 $ 1,650.00 2360.509/23205 TON 20 $ 75.00 $ 1,500.00 2360.509/23300 TON 15 $ 75.00 $ 1,125.00 2503.602/00300 EACH 2 $ 750.00 $ 1,500.00 2503.602/13402 EACH 3 $ 250.00 $ 750.00 2503.603/20290 LIN FT 420 $ 5.00 $ 2,100.00 2503.603/21008 LIN FT 440 $ 40.00 $ 17,600.00 2503.603/24004 LIN FT 85 $ 40.00 $ 3,400.00 2504.602/00010 EACH 3 $ 750.00 $ 2,250.00 2504.602/00024.1 EACH 1 $ 5,000.00 $ 5,000.00
CONSTRUCT SANITARY MANHOLE CORE DRILLED HOLE
MOBILIZATION - STORM SEWER
CONST DRAINAGE STRUCTURE DESIGN SPECIAL CONST DRAINAGE STRUCTURE DES 48-4020 CONST DRAINAGE STRUCTURE DES 60-4020 RANDOM RIPRAP CLASS III
FLOTATION SILT CURTAIN TYPE MOVING WATER TRENCH STABILIZATION MATERIAL (CV) 21" RC PIPE APRON
15" RC PIPE SEWER CLASS III 18" RC PIPE SEWER CLASS III 21" RC PIPE SEWER CLASS III
REMOVE WOOD FENCE
REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE SIDEWALK SELECT GRANULAR BORROW (CV) AGGREGATE BASE PLACED (CV), CLASS 5 (P) 4" DBLE SOLID LINE MULTI COMP MOBILIZATION
CLEARING GRUBBING
REMOVE CURB & GUTTER
8" PVC PIPE SEWER
4" PVC SANITARY SERVICE PIPE CONNECT TO EXISTING WATER MAIN INSTALL HYDRANT W/6" LEAD & VALVE TYPE SP 12.5 NON WEAR COURSE MIX (3;B) TYPE SP 12.5 WEARING COURSE MIX (3;C) CONNECT TO EXISTING SANITARY SEWER 8"X4" PVC WYE
2504.602/00410 EACH 3 $ 300.00 $ 900.00 2504.602/00856 EACH 1 $ 2,000.00 $ 2,000.00 2504.602/00858 EACH 2 $ 2,500.00 $ 5,000.00 2504.602/03100 EACH 3 $ 350.00 $ 1,050.00 2504.603/00003 LIN FT 100 $ 60.00 $ 6,000.00 2504.603/02006 LIN FT 140 $ 50.00 $ 7,000.00 2504.603/02008 LIN FT 320 $ 60.00 $ 19,200.00 2504.608/00020 POUND 355 $ 10.00 $ 3,550.00 2506.602/SAN EACH 3 $ 5,000.00 $ 15,000.00 2521.618 SQ FT 40 $ 7.50 $ 300.00 2531.503/02315 LIN FT 40 $ 20.00 $ 800.00 2563.601/00010 LUMP SUM 1 $ 5,000.00 $ 5,000.00 2575.504/00011 SQ YD 1900 $ 8.00 $ 15,200.00 850,193.75 $ 1" CORPORATION STOP TRAFFIC CONTROL SODDING TYPE LAWN 8" PVC WATERMAIN DUCTILE IRON FITTINGS CONSTRUCT SANITARY MANHOLE 4" CONCRETE WALK
CONCRETE CURB & GUTTER DESIGN B618 6" GATE VALVE
8" GATE VALVE 1" CURB STOP & BOX
WATER SERVICE (DIRECTIONAL DRILLED) 6" PVC WATERMAIN
