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Home My WebLink About[06a] Feasibility Report - 2015 Proposed Street ImprovementCouncil Agenda Item 6a MEETING DATE: February 2, 2015 AGENDA ITEM: 2015 Proposed Street Improvement SUBMITTED BY: Engineering/Administration BOARD/COMMISSION/COMMITTEE RECOMMENDATION: PREVIOUS COUNCIL ACTION: The Council authorized the Engineer to prepare the feasibility report for the proposed 2015 Street Improvements. BACKGROUND INFORMATION: The construction of local improvements is regulated through the 429 process which includes a series of resolutions that must be adopted by the Council. The City Council has already completed the first resolution by ordering the feasibility report. The second step is to review and accept the feasibility report and if ready adopt a resolution ordering the hearing for the public improvement, providing residents with notice of the proposed improvement and projected assessment. The purpose of this hearing is not to focus on the assessment; rather the merits of the project. At this time the project is not designed and the numbers are merely an estimate. Residents will have an opportunity at a later time to discuss the assessments when final numbers are available. If the Council is ready to move forward the following schedule could be used: Friday, February 13th 1st Publication Friday, February 13th Mail Notices to Residents 2nd Publication Friday, February 20th Tuesday, February 24th Public Hearing & possible ordering of improvement We could also move back, depending on availability of Councilors and Engineering. ATTACHMENTS: Request for Council Action Feasibility Report Proposed Resolution 2015-001 Calling for Hearing on Proposed Improvement REQUESTED COUNCIL ACTION: Authorize the Mayor and Administrator to execute Resolution 2015- 001 Receiving Report and Calling Hearing for the 2015 Street Improvement Project. This page intentionally left blank Feasibility Report 2015 Bituminous Street Improvements St. Joseph, Minnesota SEH No. STJOE 131108 February 2, 2015 i SEH Building a Beccer World for All of Us' Engineers I Archkeccs I Planners j Scientists i SEH Building a Better World for All of Us" February 2, 2015 Honorable Mayor and Members of the City Council c/o Mrs. Judy Weyrens City Administrator City of St. Joseph 25 College Avenue North PO Box 668 St. Joseph, MN 56374-0668 Dear Mayor and Members of the City Council: RE: St. Joseph, MN 2015 Bituminous Street Improvements Feasibility Report SEH No. STJOE 131108 Enclosed is the feasibility report for the improvement referenced above. It includes recommendations, opinion of probable costs, and estimated preliminary assessments. Sincerely, 7 City Engineer jls/djg p:\pt\s\stjoe\131108\4-report\feasibility report 02-02-15.docx Engineers I Architects I Planners I Scientists 2015 Bituminous Street Improvements Feasibility Report St. Joseph, Minnesota SEH No. STJOE 131108 February 2, 2015 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. ;�alv y City Engineer Date: 02/02/15 Reviewed By Terry Wotzka, PE Short Elliott Hendrickson Inc. 1200 25th Avenue South P.O. Box 1717 St. Cloud, MN 56302-1717 320.229.4348 Lic. No.: 25508 Date: 02/02/15 SEH SLH Table of Contents Letter of Transmittal Certification Page Table of Contents Page 1.0 Scope..........................................................................................................................1 2.0 Feasibility...................................................................................................................1 3.0 Background................................................................................................................1 3.1 Overlay.............................................................................................................................2 3.2 Reclaim and Pave............................................................................................................2 3.3 Reconstruction..................................................................................................................2 3.4 Clinton Village Addition Existing Conditions.....................................................................2 3.5 Northland, Northland Plat 2, Northland Plat 3 Existing Conditions..................................3 4.0 Proposed Improvements...........................................................................................3 4.1 Clinton Village Addition....................................................................................................3 4.1.1 Street and Trail Improvements............................................................................3 4.1.2 Utility Improvements............................................................................................3 4.2 Northland, Northland Plat 2, and Northland Plat 3 ...........................................................4 4.2.1 Street and Trail Improvements............................................................................4 4.2.2 Other Improvements............................................................................................4 5.0 Easements..................................................................................................................4 6.0 Opinion of Probable Cost.........................................................................................4 7.0 Project Funding and Special Assessments............................................................5 List of Tables Table 1 Opinion of Probable Project Cost.............................................................................................4 Probable Cost by Project Area..............................................................................................................5 Table 2 Project Funding by Project Area...............................................................................................5 Table 3 Preliminary Special Assessments............................................................................................5 List of Figures Figure 1 — Clinton Village Addition - Project Location Map Figure 2 — Northland - Project Location Map Figure 3 — Typical Sections — Clinton Village Figure 4 — Typical Sections — Northland Figure 5 — Clinton Village Addition - Project Parcel Map Figure 6 — Northland — Project Parcel Map SEH is a registered trademark of Short Elliott Hendrickson Inc. 2015 Bituminous Street Improvements STJOE 131108 St. Joseph, MN Page i Table of Contents (Continued) List of Appendices Appendix A Preliminary Opinion of Probable Cost Appendix B Preliminary Assessment Worksheet Appendix C Photographs STJOE 131108 2015 Bituminous Street Improvements Page ii St. Joseph, MN January 2015 Feasibility Report 2015 Bituminous Street Improvements Prepared for City of St. Joseph 1.0 Scope This report addresses the proposed pavement bituminous overlay, reclaim and pave, and reconstruction improvements to the following streets. The project locations are illustrated on Figures 1 and 2. Subdivision Street Name From To Clinton Village 6th Avenue NW Minnesota Street Birch Street NW Clinton Village 7th Avenue NW Ash Street NW Birch Street NW Clinton Village Ash Street NW West City Limits 6th Avenue NW Clinton Village Birch Street NW West City Limits 6th Avenue NW Northland 2nd Avenue NE Fir Street North Plat Line Northland Plat 2 3rd Avenue NE Fir Street Hickory Street Northland Plat 3 4th Avenue NE Fir Street Gumtree Street Northland, Northland Plat 2 and Plat 3 Fir Street 1 st Avenue NE 4th Avenue NE Northland, Northland Plat 2 and Plat 3 Gumtree Street 2nd Avenue NE Northland Drive Northland, Northland Plat 2 Hickory Street 2nd Avenue NE 3rd Avenue NE Northland Plat 2 and Plat 3 Hickory Court 3rd Avenue NE End of Cul-de-sac Construction of the proposed improvements is considered for summer of 2015. 2.0 Feasibility Having investigated the facts relating to construction of the proposed improvements, it is my opinion from an engineering perspective that the proposed project is feasible, cost-effective, and necessary. 3.0 Background The proposed streets identified in the table above, have been identified in the City's 2008 Pavement Management Improvement Plan and the City's 2015 Capital Improvement Plan for scheduled street improvements. Preventive and corrective pavement maintenance activities and surfacing improvements to existing streets are evaluated on pavement surface conditions, pavement age, the functional classification (i.e. local street or collector street), and the age and condition of underlying utilities. The goal of preventive maintenance activities is to extend the pavement's useful STJOE 131108 Page 1 service life prior to the onset of fatigue -related pavement failure and the need for more costly reconstruction activities. 3.1 Overlay A bituminous overlay is used on all types of roadways for functional improvements including enhanced smoothness, friction, and profile of the roadway. Overlays are applied over stable pavements with a sound (gravel/subsurface) base where visible surface distresses may include moderate to extreme raveling, longitudinal and transverse cracks, and a moderate amount of existing patching in good condition. Depending on the traffic levels, an overlay will help extend the service life of a bituminous street an additional 10- to 12 -years when combined with other maintenance techniques. 3.2 Reclaim and Pave A reclaim and pave is the process of pulverizing and blending the in-place bituminous pavement and a portion of the underlying aggregate material to produce a uniform graded aggregate base. The resulting composite aggregate mixture is compacted and overlaid with new layers of bituminous pavement. A reclaim and pave operation is recommended where significant block cracking is occurring, but the pavement structure is still intact. Block cracks are interconnecting cracks that divide the pavement into "blocks" that may range in size from 1 foot by 1 foot to 12 feet by 12 feet in size. Block cracking is not due to excessive pavement loading and is usually associated with aging pavement. 3.3 Reconstruction Full -depth reconstruction of the bituminous layers, aggregate base, and sometimes material beneath the aggregate base, called the subgrade, is recommended where severe failures appear in the form of pavement displacement (i.e. significant potholes) or "alligator cracking," especially in wheel paths or load -associated areas. 3.4 Clinton Village Addition Existing Conditions The streets and utilities in Clinton Village were originally constructed in 1983. The pavement section consists of a 36 -foot wide urban section, with a 2 -inch layer of bituminous, overlying a 5 -inch aggregate base, which supports a light 7 -ton structural design. As it approaches 32 years of service, the pavement surface is in poor condition and illustrates several distresses including cracking (alligator, transverse, and block) and weathering. The surface has deteriorated to a degree where it is no longer a cost-effective candidate for preventative maintenance activities. The last known seal coat was applied in 1997. The existing curb and gutter is still primarily functional, though there are isolated sections where the gutter grade is not uniform, which results in slow drainage and ponding in the gutter pan. Additionally, there are sections of curb and gutter surface that exhibit significant spalling and/or cracked joints. Municipal utilities within the subdivision were also constructed in 1983. Staff report the sanitary sewer and water main continue to be in a serviceable condition, and have not reported any significant operational problems. Storm sewer is also in-place with inlets located mid -block along Sixth and Seventh Avenues and on Sixth Avenue between Minnesota Street and Ash Street. STJOE 131108 2015 Bituminous Street Improvements Page 2 St. Joseph, MN 3.5 Northland, Northland Plat 2, Northland Plat 3 Existing Conditions The streets and utilities in the Northland subdivisions were originally constructed in three phases between 1991 and 1994. The pavement sections consist of a 36 -foot wide urban section, with 2.5- to 3 -inches of bituminous, overlying a 5 -inch aggregate base, which supports a light 7 -ton structural design. The streets have been in service for approximately 20-23 years, and the last preventive maintenance activity was a seal coat in 2005 and crack seal in 2012. The pavement surface is in fair condition with isolated patches exhibiting load -related failures. The predominant pavement distresses are age-related weathering, large block and transverse cracking, and some isolated areas of fatigue (alligator) cracking. The existing curb and gutter is generally in good condition, though there are some isolated sections where the gutter grade is not uniform, which results in slow drainage and ponding in the gutter pan. Gutter settlements appear to be limited to areas where it is believed the building water and sewer service trenches have settled overtime. Staff report the sanitary sewer, water main, and storm sewer continue to be in operable condition, and have not reported any operational problems. 4.0 Proposed Improvements 4.1 Clinton Village Addition 4.1.1 Street and Trail Improvements The proposed street improvements consist of reclaiming the existing pavement structure between the curb lines to a depth of approximately 7 inches. Approximately 3.5 inches of the pulverized aggregate mixture would be salvaged and removed to accommodate construction of a new 2 -inch bituminous non -wear course and a 1.5 -inch bituminous wear course. The resulting street section would meet a light 7 ton pavement design. The existing pedestrian trail between Lots 6 and 7, Block 3 on Birch Street W connects the Clinton Village subdivision to Hollow Park to the northeast. The existing trail section is an unpaved gravel base. A portion of the trail within Hollow Park was paved in conjunction with the 2014 Park Terrace Improvements, and it is proposed to pave the remaining section of trail between Hollow Park and Birch Street W as part of the proposed improvements. Aerial photos suggest a portion of the existing gravel trail lies outside of the formal Clinton Village plat boundary and on property owned by the Sisters of St. Benedict. It's unknown if the trail is constructed within a dedicated easement; however, it is recommended that the existence of an easement be further researched and dedicated if necessary. 4.1.2 Utility Improvements To improve drainage conditions in the curve at the southeast end between Ash Street Wand 6th Avenue NW, a small storm sewer extension with two inlets (catch basins) is proposed. It's been observed that drainage in the gutter pan is slow and water ponds along the curved section of the street. The proposed storm sewer would connect to the existing system at the intersection of 6th Avenue NW and Ash Street W. There are no main line sanitary sewer or water main improvements proposed. Minor utility appurtenant work, including adjustment of the existing manhole and gate valve box castings, will be performed as part of the street surfacing improvements. 2015 Bituminous Street Improvements STJOE 131108 St. Joseph, MN Page 3 4.2 Northland, Northland Plat 2, and Northland Plat 3 4.2.1 Street and Trail Improvements The proposed street improvements consist of constructing a 1.5- to 2 -inch thin bituminous overlay as illustrated by the typical section on Figure 4. Prior to the overlay construction, the outside 6 feet (+/-) of bituminous pavement surface next to the concrete gutters will be milled down approximately 1 inch to allow the new pavement layer to be paved nearly flush with the concrete gutter pan. Additionally, to address the areas of alligator cracking, full depth removal and patching is recommended. Abutting driveway pavements are not overlaid/rehabilitated with street overlay projects unless they are impacted by replacement curb and gutter or utility construction. Similar to Clinton Village, there are no main line sanitary sewer or water main improvements proposed. Minor utility appurtenant work, including adjustment of the existing manhole and gate valve box castings, will be performed as part of the street surfacing improvements. To improve park access and maintenance, the existing gravel pedestrian trail between Hickory Court and the Northland Park parking lot (north of Gumtree Street E) is proposed to be paved in conjunction with the bituminous street improvements. Similarly, it is also proposed to extend the existing paved trail between Iris Lane and the newly installed playground equipment at the north end of Northland Park. 4.2.2 Other Improvements Since the proposed overlay improvements amount to more than routine street maintenance and are considered an alteration within the public right-of-way, it is recommended the sidewalk pedestrian ramps within the project construction limits be updated to comply with Title II of the Americans with Disabilities Act of 1990. As such, the project scope includes reconstructing pedestrian ramps at the trail heads within the project vicinity. To maintain compliance with the sign reflectivity requirements of the Minnesota Manual of Uniform Traffic Control Devices (MMUTCD), both regulatory and street name sign panels are proposed to be replaced. 5.0 Easements It is estimated the majority of the proposed work will occur within the public right-of-way; however, there may be a need to acquire an easement acquisition to construct the paved pedestrian trail between Clinton Village Addition and Hollow Park. 6.0 Opinion of Probable Cost The probable costs for the improvement are summarized in Tables 1 and 2. A detailed opinion of cost appears in Appendix A. Table 1 Opinion of Probable Project Cost Item Cost Construction $661,800 Contingency $66,200 Engineering $79,400 Legal, Fiscal, & Administrative $66,200 Total $873,600 STJOE 131108 2015 Bituminous Street Improvements Page 4 St. Joseph, MN Probable Cost by Project Area Item Type of Improvement Cost Clinton Village Addition Reclaim $410,200 Northland Overlay $463,400 Total $873,600 7.0 Project Funding and Special Assessments For surface improvements, the City's Special Assessment Policy prescribes the assessment methodology to be on the basis of "frontage" or "footage" unless the assessable costs would be more equitably distributed on a different basis. Since most of the lots abutting the project are regular shaped, the frontage methodology will be applicable. For frontage assessments, rectangular interior lots are assessed the frontage equal to the dimension of the side of the lot abutting the improvement. Rectangular corner lots are assessed 100 percent of the short side footage of the lot abutting the improvement and 50 percent of the long side footage of the lot abutting the improvement. The City's assessment policy describes that it will specially assess properties that have been previously assessed for improvements up to 60 percent of the total project cost and to subsidize the remaining 40 percent with City funds. Table 3 summarizes the projected project funding: Table 2 Project Funding by Project Area Project Area Assessment Level City Subsidy Total (60%) (40%) Clinton Village Addition $234,500 $175,700' $410,200 Northland, Northland $260,900 $202,5002 $463,400 Plat 2, Northland Plat 3 Total $495,400 $378,2003 $873,600 Notes: ' Includes $19,430 for estimated trail and pedestrian ramp construction. 2 Includes $28,660 for estimated trail and pedestrian ramp construction. 3 Actual estimated City cost is $378,200 + $4,220 = $382,420 (44%). Figures 5 and 6 illustrate the parcels affected by the proposed improvements. Table 4 summarizes the preliminary assessment rates. A preliminary assessment worksheet appears in Appendix B. Table 3 Preliminary Special Assessments Project Area Assessment Level (60%) Clinton Village Addition $51.68 / Lineal Foot Northland $27.20 / Lineal Foot 2015 Bituminous Street Improvements STJOE 131108 St. Joseph, MN Page 5 List of Figures Figure 1 — Clinton Village Addition - Project Location Map Figure 2 — Northland - Project Location Map Figure 3 — Typical Sections — Clinton Village Figure 4 — Typical Sections — Northland Figure 5 — Clinton Village Addition - Project Parcel Map Figure 6 — Northland — Project Parcel Map This Page Left Blank Intentionally This Page Left Blank Intentionally R/W M T 18' 18' 18' FINISHED GRADE 2.00%l/— 2.00X I 2' BITUMINOUS WEAR COURSE 5" AGGREGATE BASE, CLASS 5 18, GRADE 1)r-2" BITUMINOUS WEAR COURSE BITUMINOUS TACK COAT 2' BITUMINOUS WEAR COURSE 7' BITUMINOUS RECLAIM III ` BITUMINOUS WEAR COURSE BITUMINOUS I I�` BITUMINOUS TACK COAT 2' BITUMINOUS WEAR COURSE 6' AGGREGATE BASE(SALVAGED RECLAIM MATERIAL) COMPACTED SUBGRADE 8818 CONCRETE CURB do GUTTER (TYP.) A X* PROTECT EbST1NG B618 CONCRETE CURB & GUTTER (TYP.) R/W I R/W I b FILE NO. 2015 STREET IMPROVEMENTS 1200 25TH °AVENUE°SOUTH sT�oE131108 TYPICAL SECTIONS-CLINTON VILLAGE FIGURE P.O. Box 1717 DATE: 3 SEHST, CLOUD, MN 56302-1717 ST. JOSEPH, MINNESOTA www.sehinc,com 01/27/2015 This Page Left Blank Intentionally R/W 18' 18' R/W FINISHED GRADE 2.00% 2.00X VARIES 1"-1Yt BITUMINOUS WEAR COURSE 8618 CONCRETE CURB & GUTTER (1'YP.) BITUMINOUS TACK COAT I)r BITUMINOUS NON WEAR COURSE 5" AGGREGATE BASE, CLASS 5 R/W 18' 18' R/W FINISHED GRADE Y4—l¢" LIP - -5' 8' MILL EXISTING BITUMINOUS TO 1" 17i"111 —2" BITUMINOUS WEAR COURSE PROTECT EXISTING DEPTH (BOTH SIDES) B818 CONCRETE CURB 7 BITUMINOUS TACK COAT & GUTTER (TYP.) b T V �s' SECTIM ■ .■ � - BRI�101JB PATCH 1Yt"-2" BITUMINOUS WEAR COURSE (OVERLAY) BITUMINOUS TACK COAT 47 BITUMINOUS WEAR COURSE 5 EXISTING AGGREGATE BASE 7Yj BITUMINOUS RECLAIM b FILE NO. 2015 STREET IMPROVEMENTS 1200 25TH °AVENUE°SOUTH sTJoE131108 TYPICAL SECTIONS -NORTHLAND FIGURE P.O. Box 1717 DATE: 4 SEH ST, CLOUD, MN 56302-1717 ST. JOSEPH, MINNESOTA www.sehinc,com 01/27/2015 This Page Left Blank Intentionally N W E 84534710097 84534710098 84534710099 84534720000 84534720001 84534720002 84534720003 S gIR r BIRCH ST W' " — 84534720004 96 16 84534710o69 84534710081 84534710096 aas347z000s b i 84534710070 I' , e4534710082 84534710095 � _. 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JOSEPH, MN SEH NO. STJOE 131108 CLINTON VILLAGE OPINION OF PROBABLE COST 1/27/2015 ITEM UNIT OF APPROXIMATE NO. ITEM DESCRIPTION MEASUREMENT QUANTITY UNIT PRICE COST TOTAL GENERAL 1 MOBILIZATION LUMP SUM 1.00 $10,000.00 $10,000.00 2 TRAFFIC CONTROL LUMP SUM 1.00 $5,000.00 $5,000.00 3 INLET PROTECTION EACH 13.00 $140.00 $1,820.00 4 REMOVE CONCRETE CURB AND GUTTER LIN FT 625.00 $4.50 $2,812.50 5 REMOVE BITUMINOUS PAVEMENT SQ YD 650.00 $3.50 $2,275.00 6 SAWING BITUMINOUS PAVEMENT LIN FT 350.00 $4.50 $1,575.00 7 SAWING CONCRETE PAVEMENT LIN FT 85.00 $6.50 $552.50 8 SIGN PANELS, TYPE C SQ FT 110.00 $45.00 $4,950.00 9 STREET NAME SIGN ASSEMBLY EACH 13.00 $300.00 $3,900.00 $32,885.00 RECLAIM AREA 10 BITUMINOUS PAVEMENT RECLAMATION SQ YD 3,725.00 $2.70 $10,057.50 11 SALVAGE AGGREGATE BASE (LV) CU YD 1,025.00 $10.00 $10,250.00 12 AGGREGATE BASE PREPARATION ROAD STA 28.00 $250.00 $7,000.00 13 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) TON 1,100.00 $68.00 $74,800.00 14 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TON 1,235.00 $67.00 $82,745.00 15 BITUMINOUS MATERIAL FOR TACK COAT GAL 530.00 $2.75 $1,457.50 16 FULL DEPTH STREET RESTORATION SQ YD 650.00 $36.00 $23,400.00 17 ADJUST MANHOLE CASTING EACH 9.00 $350.00 $3,150.00 18 ADJUST FRAME & RING CASTING EACH 7.00 $625.00 $4,375.00 19 INTERNAL CHIMNEY SEAL EACH 10.00 $250.00 $2,500.00 20 ADJUST VALVE BOX EACH 9.00 $250.00 $2,250.00 21 VALVE EXTENSION STEM EACH 8.00 $300.00 $2,400.00 22 CONCRETE CURB & GUTTER, DESIGN B618 LIN FT 625.00 $30.00 $18,750.00 $243,135.00 STORM SEWER 23 INLET PROTECTION EACH 3.00 $145.00 $435.00 24 CONNECT TO EXISTING STORM SEWER EACH 1.00 $900.00 $900.00 25 CONSTRUCT DRAINAGE STRUCTURE DES 48AO20 EACH 2.00 $2,400.00 $4,800.00 26 CONSTRUCT DRAINAGE STRUCTURE DESIGN H EACH 1.00 $2,000.00 $2,000.00 27 12" RCP PIPE SEWER DESIGN 3006, CL V LIN FT 265.00 $45.00 $11,925.00 $20,060.00 TRAIL IMPROVEMENTS 28 COMMON EXCAVATION (P) CU YD 150.00 $14.00 $2,100.00 29 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON 40.00 $130.00 $5,200.00 30 6" CONCRETE WALK W/ SAND BEDDING SQ FT 80.00 $10.00 $800.00 31 AGGREGATE BASE CLASS 5 (CV) (P) CU YD 55.00 $35.00 $1,925.00 32 TRUNCATED DOMES SQ FT 20.00 $50.00 $1,000.00 33 TURF ESTABLISHMENT (INCLUDES SEEDING, SEED SQ YD 325.00 $5.00 $1,625.00 MIX, FERTILIZER, AND HYDRO MULCH) 34 FOG SEAL CSS -1 H GAL 35.00 $20.00 $700.00 35 SCREENED TOPSOIL BORROW (LV) CU YD 80.00 $16.00 $1,280.00 $14,630.00 TOTAL $310,710.00 CONSTRUCTION $310,700.00 CONTINGENCY $31,100.00 ENGINEERING $37,300.00 LEGAL, FISCAL, AND ADMINISTRATIVE $31,100.00 GRAND TOTAL $410,200.00 P:\PT\aSTJOE\131108\2-Prof Mngmt\25-EstimatesWssessment\[PAW.xis ]Northland 1 1/27/2015 2015 BITUMINOUS STREET IMPROVEMENTS ST. JOSEPH, MN SEH NO. STJOE 131108 NORTHLAND OPINION OF PROBABLE COST 1/27/2015 ITEM UNIT OF APPROXIMATE NO. ITEM DESCRIPTION MEASUREMENT QUANTITY UNIT PRICE COST TOTAL GENERAL 1 MOBILIZATION LUMP SUM 1.00 $12,000.00 $12,000.00 2 TRAFFIC CONTROL LUMP SUM 1.00 $5,500.00 $5,500.00 3 INLET PROTECTION EACH 22.00 $140.00 $3,080.00 4 REMOVE CONCRETE CURB AND GUTTER LIN FT 160.00 $4.50 $720.00 5 REMOVE CONCRETE PAVEMENT SQ YD 60.00 $6.50 $390.00 6 SAWING BITUMINOUS PAVEMENT LIN FT 1,100.00 $4.50 $4,950.00 7 SAWING CONCRETE PAVEMENT LIN FT 110.00 $6.50 $715.00 8 SIGN PANELS, TYPE C SQ FT 160.00 $45.00 $7,200.00 9 STREET NAME SIGN ASSEMBLY EACH 22.00 $300.00 $6,600.00 $41,155.00 OVERLAY AREA 10 MILL BITUMINOUS SURFACE (0-1") SQ YD 8,300.00 $3.25 $26,975.00 11 BITUMINOUS PAVEMENT RECLAMATION SQ YD 2,300.00 $2.75 $6,325.00 12 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON 2,325.00 $65.00 $151,125.00 13 BITUMINOUS MATERIAL FOR TACK COAT GAL 1,135.00 $2.50 $2,837.50 14 BITUMINOUS PATCH SQYD 2,300.00 $30.00 $69,000.00 15 ADJUST MANHOLE CASTING EACH 21.00 $350.00 $7,350.00 16 ADJUST FRAME & RING CASTING EACH 13.00 $625.00 $8,125.00 17 INTERNAL CHIMNEY SEAL EACH 17.00 $250.00 $4,250.00 18 ADJUST VALVE BOX EACH 17.00 $250.00 $4,250.00 19 VALVE EXTENSION STEM EACH 11.00 $300.00 $3,300.00 20 CONCRETE CURB & GUTTER, DESIGN B618 LIN FT 160.00 $30.00 $4,800.00 $288,337.50 TRAIL IMPROVEMENTS 21 COMMON EXCAVATION (P) CU YD 175.00 $14.00 $2,450.00 22 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON 65.00 $130.00 $8,450.00 23 6" CONCRETE WALK W/ SAND BEDDING SQ FT 80.00 $10.00 $800.00 24 AGGREGATE BASE CLASS 5 (CV) (P) CU YD 90.00 $35.00 $3,150.00 25 TRUNCATED DOMES SQ FT 20.00 $50.00 $1,000.00 26 TURF ESTABLISHMENT (INCLUDES SEEDING, SEED SQ YD 545.00 $5.00 $2,725.00 MIX, FERTILIZER, AND HYDRO MULCH) 27 FOG SEAL CSS -1H GAL 50.00 $20.00 $1,000.00 28 SCREENED TOPSOIL BORROW (LV) CU YD 130.00 $16.00 $2,080.00 $21,655.00 TOTAL $351,147.50 CONSTRUCTION $351,100.00 CONTINGENCY $35,100.00 ENGINEERING $42,100.00 LEGAL, FISCAL, AND ADMINISTRATIVE $35,100.00 GRAND TOTAL $463,400.00 P:\PT\S\STJOE\131108\2-Proj Mngmt\25-Estimates\Assessment\ PAW.xlsx]Northland 2 1/27/2015 z He MIA Low, Preliminary Assessment Worksheet F W W 2 N Y Q' O F Z W m y U) W N U) Q z_ 9 J W w a E J ¢ Z U Z W w 'm y Cl) y LU 0 y O Q Cl w LU (9 y ¢ Cl) O 4 O 9 O D J W U ¢ IL O Z 2 H r O O r r r r r r r r r r r r r r r r r r u) M m M M M M M M M M M M M M M M M M M M M fp m m m m m m m co m co m m m m co m m m t(l W Z M , t(l t(l t(l t(J to ul uJ ul uJ O ul uJ ul N ul W Z Z� Z >j Z >j Z� Z >> Z >j Z Z� Z >j Z Z� Z� Z >j Z� Z >j Z >j Z Z Q Q F z F 2 Z 2 Z 2 Z� Z 2 Z 2 Z 2 2 Z 2 Z 2 � Z 2 Z 2 Z 2 Z 2 Z 2 Z 2-� 2 w = U 2 = U = W = W = W = W = W = W = = W = W = = W = W = W = W = W = W = = Q in S U U Z ~ W rnU O o� W¢ W¢ W¢ W¢ W¢ W¢ W M W¢ W¢ W W¢ W¢ W¢ W¢ W¢ W¢ W W¢ SfA S(A 0 M O N LL USUSUS(AS fA S(p S(q XtA S(q S(A X(A SfA S(p S(q StpS (QS LL's 0 0 0 0 0 0 m O O O O O O O O O O O O O O O' O' O' O, U O U O M V c~n N (O LL Mm r r m r r� r� r� r� r¢�¢� O Z < to W to r M r O (O N of V of to O— o c~n �cq �c~n�� c~n �c~n �c~n Yw o wo wa www w w w w www ww O af W W Z ED af Z LL' >> LL W 07 F Z O ¢ y af w _ � > w N } Z W U W af t S Z U W U O Q W Z U W U F W Q Q S Z W m W 2 � J F w Z W W Z O ,a w O z¢ w w LL w w F U � Q W } a) m a ¢ z < g U = W (15 U z 0 } w F Q Q g Q O Q Q O Q W z U W W 0 UO Q g U) F Q ¢ F Y ¢ F U Y Q y S F w W F af LL � U O M m U �O O O O O O O O O O O Z z p O O O O O O O 0 or -00 �Oo 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 o p U w F U Q QQQ Q cl Q Q Q Q W Q Q Q Q ¢ Q Q Q Q Q w w w w w w w w w w w w w w w w w w > Q 0 n Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q > o ¢ W (n O O > > > > > > > > > > > > > > > > > > Z j co n U z 0 Z Z Z Z Z Z Z Z Z z Z z Z Z Z z z z Z Q ¢ z z m O O O O O O O O O 0 O Q O O O O O O O F — o O F F F F F F F F F z F F F F F F F F F z qJ S LL Z Z Z Z Z Z Z Z Z — Z Z Z Z Z Z Z Z Z — 00 f U) o W m U U U U U U U U U U U U U U U U U U U N W LL N Y Y Y Y Y Y Y Y Y U Y Y Y Y Y Y Y Y Y U U O o U U U U U U U U U Q U U U U U U U U U Q v C7rn O O O O O O O O O O O O O O O O O O Z o LL z m m m m m m m m m m m m m m m m m m m m 0 0 Q N m v16 m r co m N v �ri m r m m o O m C7 F F F F F F F F F F F F F F F F F F F F ? 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This Page Left Blank Intentionally This Page Left Blank Intentionally i SEH Building a Better World for All of Us'' Engineers I Architects I Planners I Scientists IA"'�\ ' a ',,, i , 1<�Rv, CITY OF ST. JOSEPH RESOLUTION 2015-001 RECEIVING REPORT AND CALLING HEARING ON IMPROVEMENT 2015 Bituminous Street Improvements (STJOE 131108) WHEREAS, pursuant to resolution 2014-030, adopted by the City Council on September 18, 2014, the Council ordered the preparation of a feasibility report for the proposed 2015 Bituminous Street Improvements. The report has been prepared by the City Engineer Randy Sabart of SEH. The project improves the following streets: Subdivision Street Name From To Clinton Village 6th Avenue NW Minnesota Street Birch Street NW Clinton Village 7` Ave NW Ash Street NW Birch Street NW Clinton Village Ash Street NW West City Limits 6` Avenue NW Clinton Village Birch Street NW West City Limits 6th Avenue NW Northland 2"d Avenue NE Fir Street North Plat Line Northland Plat 2 3d Avenue NE Fir Street Hickory Street Northland Plat 3 4` Avenue NE Fir Street Gumtree Street Northland, Northland Plat 2 and Plat 3 Fir Street Is` Avenue NE 4` Avenue NE Northland, Northland Plat 2 and Plat 3 Gumtree Street 2"d Avenue NE Northland Drive Northland, Northland Plat 2 Hickory Street 2"d Avenue NE 3d Avenue NE Northland Plat 2 and Plat 3 Hickory Court 3d Avenue NE End of Cul-de-sac and, WHEREAS, the report was received by the City Council on February 2, 2015; and WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ST. JOSEPH, MINNESOTA: 1. The Council will consider the improvement of such street in accordance with the report and the assessment of abutting property for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the improvement of $873,600. 2. A public hearing shall be held on such proposed improvement on the 24th day of February, 2015 in the council chamber of the city hall at 6:00 p.m. and the clerk shall give mailed and published notice of such hearing and improvement as required by law. Adopted by the council this 2nd day of February, 2015. Judy Weyrens, City Administrator Rick Schultz, Mayor This page intentionally left blank