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Home My WebLink About7. 2001 Street & Utility Reconstruction Improvements Dodd Boulevard and Danville Avenue, City Project #326CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: April 17, 2001 AGENDA ITEM: 2001 Street & Utility Reconstruction Improvements, City Project #326 AGENDA SECTION: Public Hearing PREPARED BY: Bret Weiss, Interim City "Engineer AGEND AN i ATTACHMENTS: Resolution , Memo APPROVED BY: - - I This public hearing for the 2001 Street & Utility Reconstruction Improvement project is to include notification to benefited property owners located adjacent to the proposed project. A. presentation of the project will be provided at the meeting. We have met with the affected property owners to explain the benefit of the proposed project and have discussed the proposed assessments. Attached is a memo that addresses some revisions to the feasibility report for watermain along Danville Avenue and 146' Street. We originally added a portion of Danville to this year's project due to repeated watermain breaks. However, the residents notified us and it was verified that the entire length of Danville Avenue should be replaced. Therefore, we have provided three options for the Danville portion of the project to be considered. A presentation will be provided at the meeting. The resident on the corner of Shannon Parkway and Dodd Boulevard (Tom Piekarski) has firmly stated his opposition to hooking up to City water. He currently has sanitary sewer, and has a working well. He is OK with paying the watermain assessment, he just doesn't feel he should have a hook -up within two years as noted in the ordinance. To complicate matters, we are in need of an easement from Mr. Piekarski. He has stated that he will not provide it unless we don't make him hook -up. I explained that we would then be forced to pursue condemnation. He stayed firm with his opinion. If the Council is not willing to grant his desire, we should consider authorizing the City Attorney to commence condemnation proceedings. If approved, we would move forward with the completion of plans and specifications, easement and permit acquisition. It is anticipated that the project would be bid May 25, 2001 and constructea in the mummer or ZUU 1, startinq June i i , zuu i . RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION APPROVING THE PROJECT AND ORDERING THE PREPARATION OF PLANS AND SPECIFICATIONS FOR THE 2001 STREET AND UTILITY RECONSTRUCTION IMPROVEMENTS, CITY PROJECT #326. COUNCIL ACTION: 1 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2001 — A RESOLUTION APPROVING THE PROJECT AND ORDERING THE PREPARATION OF PLANS AND SPECIFICATIONS FOR 2001 STREET AND UTILITY RECONSTRUCTION IMPROVEMENTS CITY PROJECT #326 WHEREAS, the City Council of the City of Rosemount ordered a feasibility report for 2001 Street and Utility Reconstruction improvements, City Project #326; and WHEREAS, the City Council has received and accepted the Feasibility Report on March 20, 2001 for City Project #326; and WHEREAS, the City Council ordered and held a public hearing on April 17, 2001 to receive input on this project. NOW THEREFORE BE IT RESOLVED, that the City Council of the City of Rosemount hereby orders the improvements of the 2001 Street and Utility Reconstruction Improvements, City Project #326. NOW THEREFORE BE IT FURTHER RESOLVED, by the City Council of the City of Rosemount hereby orders the preparation of plans and specifications for the street and utilities, City Project #326 described in the aforementioned Report. ADOPTED this 17 day of April, 2001. Cathy Busho, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Seconded by: Voted in favor: Voted against: Memorandum To: Honorable Mayor and City Council City of Rosemount From: Bret A. Weiss, P.E. Mark A. Erichson, P.E. Date: April 11, 2001 Re: 2001 Street and Utility Reconstruction Project Proposed Revisions to Danville Avenue Construction City Project No. 326 WSB Project No. 1304-00 Recently, during the neighborhood meeting for the above noted project, it was noted by several residents that the watermain along Danville avenue has problems further to�the north than was anticipated by the feasibility report. Consequently, the Feasibility Report for the 2001 Street and Utility Reconstruction Project needs to be modified due to these recent findings. Specifically, Segment 3 — Danville Avenue (700 feet north of Dodd Boulevard to Upper 145' Street) and Segment 4 — 146 Street (Danville Avenue to Danbury Avenue) should be modified to include watermain replacement. This will also involve removing and replacing the roadway rather than the proposed mill and overlay. As indicated in the above - referenced feasibility report Segment 2 — Danville Avenue (Dodd Boulevard to 700 feet north) included watermain replacement due to recent watermain breaks caused by inadequate depth. It was anticipated that only Segment 2 would need watermain replacement due to extensive watermain breaks. However, the City's Public Works Department was able to test the depth of the watermain for the remainder of Danville Avenue, Upper 145` Street, and 146" Street. Although there haven't been as many watermain breaks in this area, the bury depth of the watermain is susceptible to freezing and should therefore be lowered. Also, at the March 28`' informational meeting, several residents mentioned their services had frozen in the past, indicating inadequate depth. For the above -noted reasons, we are recommending the replacement of the existing 6" watermain with 8" watermain for Segments 3 and 4. This will limit the watermains susceptibility to freezing and improve the overall watermain system in this area. Attached are the detailed cost estimates and project cost summary for this corrective action. C.71 WINDOWSI TEMPI041101 -1. WPD Honorable Mayor and City Council April 11, 2000 Page 2 Due to the increased costs for the additional watermain replacement, the City of Rosemount has three options: Option 1: Replace all of the watermain on Danville Avenue, Upper 145' Street, and 146' Street as part of the 2001 Street and Utility Reconstruction Project. The estimated increase in total cost for the project would be $290,630. The total amount of the assessments would be increased by $58,960, resulting in an overall increase in cost to the water operating fund of $231,670. Option 2: Eliminate Segment 3 (milling and overlay segment) from this year's project and construct this portion of the project as additional funds become available. Segments 1, 2, and 4 could still be constructed at a total project cost of $1,150,710. This would be acceptable to several property owners adjacent to Dodd Boulevard who had construction around their homes in 2000, proposed in 2001 and if Danville is delayed, also 2002. Option 3: Construct Dodd Boulevard and 146 ' Street (Segment 4) at a total project cost of $1,034,029 leaving Segments 2 and 3 as a future project. If this option is selected, it is recommended that Danville be considered for the 2002 reconstruction project. Im CAWJNDOWSI TEMM041101 -1. WPD uJosoum - 1unoutaso- IM NAM S. 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KPD Total Project Costs Revised costs I reflecting the j addition of watermain reconstruction Schedule A - Streets - Dodd Boulevard (Delft Avenue to Shannon Parkway) $635,570.65 $635,570.65 1 Schedule B - Watermain - Dodd Boulevard (Delft Avenue to Shannon Parkway) $144,287.00 $144,287.00 Schedule C -Storm Sewer - Dodd Boulevard (Delft Avenue to Shannon Parkway) $191,426.95 $191,426.95 2 Schedule D - Watermain - Danville Avenue (Dodd Boulevard to 700 Feet North) $124,510.10 $116,680.85 Schedule E - Milling/Qti erlaying - Danville Avenue (700 Feet North of Dodd $50,543.35 $319,891.00 Boulevard to Upper 145' Street); Upper j 3 145' Street (Delft Avenue to Danville Avenue); 146`' Street (Danville Avenue to 175 ft East) 4 Schedule F - 146 Street- Drainage Correction $33,633.60 $62,744.11 Total Schedules A - F $ 1,179,971.65 $ 1,470,60 0.56 C: \WINDOWS \TF_N9'RE V I SE -1. KPD 2001 Street & Utility Reconstruction Project Opinion of Probable Cost City of Rosemount Project No. 326 Sch edule A - Streets - Dodd Boulevard (Delft Avenue to Sha nnon Parkway) Item No. Description Quantity Unit Unit Cost Total 1 Mobilization 1 LS $15,000.00 $15,000.00 2 Clear & Grub 10 TREE $400.00 $4,000.00 3 Remove Curb & Gutter 400 LF { 53.00 $1,200.00 4 Remove CMP Culverts 820 LF 55.00 $4,100.00 5 Remove Bituminous Pavement 7,700 SY 52.00 515,400.00 6 Adjust Sanitary Manholes 5 EA $500.00 $2,500.00 7 Sawcut Bituminous Pavement 550 LF 53.00 $1,650.00 8 Salvage Sign 20 EA 515.00 $300.00 9 Common Excavation 17,000 CY $5.00 585,000.00 10 Subgrade Excavation 7,400 CY 55.00 537,000.00 11 j Granular borrow (LV) 9,250 CY 57.00 564,750.00 12 Subgrade Preparation 22 Rd Sta $170.00 $3,740.00 13 Aggregate Base (100% Crushed) (8 ") 4,670 TN 59.00 $42,030.00 14 Replace Gravel Driveway 360 SY 55.00 51,800.00 15 Wearing Course (2 ") 950 TN 531.00 529,450.00 16 Non Wearing Course (2 ") 950 TN 531.00 S29,450.00 17 1 1 Bituminous Driveway Pavement 200 SY S15.00 $3,000.00 18 Tack Coat 430 Gal 52.00 $ 860.00 19 Concrete Curb & Gutter Design B -618 4,900 LF 57.00 $34,300.00 20 j Concrete Curb & Gutter Design B -612 60 LF S6.50 $390.00 21 Traffic Control 1 j LS $7,500.00 $7,500.00 22 8" Concrete Driveway Pavement j 160 SY 535.00 $5,600.00 23 F &I Sign Panels Type C I 80 SF 520.00 $1,600.00 24 F &I Sign Panels, Type D 5 EA $225.00 $1,125.00 25 4" Solid Double Line - Yellow Epoxy 2,200 LF 50.50 $1,100.00 26 12" Crosswalk Line - White Epoxy 160 LF S6.00 $960.00 27 8" Bituminous Trail 1,900 SY $10.00 519,000.00 28 j Trees 20 EA $ 300.00 56,000.00 29 Shrubs 30 EA $75.00 $2,250.00 30 Sodding (w /4" Topsoil) 11,700 SY 52.00 523,400.00 Subtotal 5444,455.00 +10% Contingencies 544,445.50 Subtotal 5488,900.50 +30% Administrative 5146,670.15 Grand Total 5635,570.65 2001 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 326 Opinion of Probable Cost Schedule B - Watermain - Dodd Boulevard (Delft Avenue to Shannon Parkway) Item No. Description Quantity Unit Unit Cost Total 1 Remove Existing 6" Watermain 2,200 LF $5.00 $11,000.00 2 Remove Gate Valve 13 EA $100.00 $1,300.00 3 Remove Hydrant 3 EA $400.00 $1,200.00 4 8" DIP Class 52 2,700 LF $19.00 $51,300.00 5 6" DIP Class 52 60 LF $17.00 $1,020.00 i 6 1" Type K Copper 650 LF j $15.00 $9,750.00 7 8" Gate Valve 10 EA $600.00 $6,000.00 8 6" Gate Valve 4 EA i $450.00 $1,800.00 9 1" Corporation 13 EA j $50.00 $650.00 10 1" Curb Stop & Box 7 EA $90.00 $630.00 I1 Hydrant 4 EA $1,400.00 $5,600.00 12 Temporary Water Service 1 LS $3,000.0 $3,000.00 13 Connect to Existing Watermain 7 EA $500.00 $3,500.00 i 14 Ductile Iron Fittings 2,500 LB $1.50 $3,750.00 15 4" Polystyrene Insulation 20 SY $20.00 $400.00 I Subtotal j +10% Contingencies Subtotal ! +30% Administrative $100,900.00 $10,090.00 $110,990.00 $33,297.00 Grand Total $144,287.00 2001 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 326 Opinion of Probable Cost Schedule C -Storm Sewer -Dodd Boulevard (Delft Avenue to Shannon Parkway) Item No. Description Quantity Unit Unit Cost Total 1 18" RC Pipe Apronw/Trash Guard I EA 1 $700.00 $700.00 2 30" RC Pipe Apron w/Trash Guard 1 EA $1,200.00 ! $1,200.00 3 15" RC Pipe Sewer Des. 3006 CL V 1,320 LF $21.00 $27,720.00 4 18" RC Pipe Sewer Des. 3006 CL III 130 LF $23.00 $2,990.00 5 24" RC Pipe Sewer Des. 3006 CL III 360 LF $28.00 $10,080.00 6 1 30" RC Pipe Sewer Des. 3006 CL I1I 490 LF $36.00 $17,640.00 7 Const. Drainage Structure Des. 48 -4020 38 j LF i $150.00 $5,700.00 8 Const. Drainage Structure Des. 60 -4020 22 LF $200.00 $4,400.00 9 Const. Drainage Structure Des. 72 -4020 21 LF $275.00 ''' $5,775.00 10 1 Const. Drainage. Structure Des. Spec 1 (2' x 3' CB) 16 j EA $1,000.00 $16,000.00 11 Casting Assembly 15 EA $300.00 $4,500.00 12 Randon Rip Rap CL IV 20 CY $ 60.00 $1,200.00 13 Geotextile Fabric Type IV 30 SY $2.00 $60.00 14 Pond Excavation 16000 CY $2.00 $32,000.00 15 1 Silt Fence 200 LF $2.00 $400.00 16 Seeding 3.50 Acres $1,000.00 $3,500.00 Subtotal +10% Contingencies Subtotal +30% Administrative $133,865.00 $13,386.50 $147,251.50 $44,175.45 i I Gran Total $191,426.95 2001 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 326 Opinion of Probable Cost Schedule D - Watermain - Danville Avenue (Dodd Boulevard to 700 Feet North) Item No. Description Quantity Unit Unit Cost Total 1 Remove 6" Watermain 650 LF $5.00 j $3,250.00 2 Remove 1" Copper 400 LF $4.00 $1,600.00 3 Remove Bituminous Pavement 1,800 SY $2.00 $3,600.00 4 Remove Concrete Curb & Gutter j 1,200 LF $3.00 $3,600.00 5 Common Excavation 720 CY $5.00 $3,600.00 6 Granular Borrow 900 CY $7.00 j $6,300.00 7 Aggregate Base (100% Crushed) (8 ") 1,000 Tons $9.00 $9,000.00 8 Wearing Course (2 ") 210 Tons $31.00 1 $6,510.00 9 Non Wearing Course (2 ") 210 Tons $31.00 $6,510.00 10 Bituminous Driveway Pavement (13618) i 50 SY $15.00 $750.00 11 Tack Coat i 100 Gal $2.00 $200.00 12 Concrete Curb & Gutter 1,200 LF $7.00 i $8,400.00 13 j 8" DIP CL 52 650 j LF $19.00 ! $12,350.00 14 1" Type K Copper 400 LF $15.00 $6,000.00 15 8" Gate Valve 1 EA $600.00 $600.00 16 1" Corporation 13 EA $50.00 $650.00 17 Temporary Water Service 1 LS $5,000.00 I !, $5,000.00 18 DIP Fittings j 450 LB $1.50 $675.00 1 9 Sodding 1500 SY $2.00 $3,000.00 Subtotal ! +10% Contingencies Subtotal +30% Adminis I $81,595.00 $8,159.50 $89,754.50 $ 26,926.35 Grand Total l i t $ 116,680.85 CAW INDOW S \TEMP\RE V1SE -1. WPD 2001 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work C ity of Rosemount Project No. 326 Opinion of Probable Cost Schedule E - Watermain - Segment 3 Danville Avenue (700 Feet North of Dodd Boulevard To Upper 145' Street) Upper 145" Street (Delft Avenue to Danville Avenue) 146" Street (Danville Avenue to 175 feet east) Item No. Description Quantity Unit Unit Cost Total 1 Remove 6" Watermain 1,750 LF $5.00 $8.750.00 2 Remove 1" Copper 1,040 LF $4.00 $4,160.00 3 Remove Bituminous Pavement I 4,860 SY $2.00 $9,720.00 4 Remove Concrete Curb & Gutter 3,500 LF $3.00 $10.500.00 5 Common Excavation 1,950 CY $5.00 $9.750.00 6 Granular Borrow 2,440 CY $7.00 $17.080.00 7 Aggregate Base (100% Crushed) (8 ") 2,700 Tons $9.00 $24,300.00 8 Wearing Course (2 ") i 590 T ons $31.00 $18,290.00 9 N Wearing Course (2 ") 590 Tons $31.00 $18.290.00 10 Bituminous Driveway Pavement i 200 SY $15.00 $3,000.00 I I Tack Coat j 270 Gal $ 2 . 00 $540.00 12 Concrete Curb &Gutter (B618) 3,500 LF $7.00 $24.500.00 13 Hydrant 3 EA $1,400.00 $4?00.00 14 8" DIP CL 52 1, 750 LF $ 19.00 $33,250.00 15 6" DIP Cl 52 60 LF $17.00 $1,020.00 16 1" Type K Copper 1,040 LF $15.00 $15,600.00 17 8" Gate Valve 3 EA $600.00 $1,800.00 j 18 6" Gate Valve 3 EA $450.00 $1,350.00 19 1" Corporation 3 I EA $ 50.00 $1,650.00 20 Temporary Water Service 1 LS $7,000.00 $7,000.00 21 Connect to Existing Watermain 1 EA $500.00 $500.00 22 DIP Fittings i 300 LB $1.50 $450.00 23 Sodding 4,000 SY $ 2.00 $8,000.00 Subtotal $223 +10% Contingencies $22,370.00 Subtotal $246,070.00 +30% Administrative $73.821.00 Grand Total 5319,891.00 CAIAL\'DON% 5 TENIlhREV1SE -1. WPD 2001 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 326 Opinion of Probable Cost Schedule F - Watermain - Segment 4 - 146 " Street (175feet east of Danville Avenue to Danbury Avenue) Item No. Description Quantity I Unit Unit Cost .Total 1 Remove 6" Watermain 275 LF $5.00 $1,375.00 2 Remove 1" Copper 40 LF I $4.00 $160.00 ' 3 Remove Bituminous Pavement 800 , I I SY $2.00 $1,600.00 4 Remove Concrete Curb & Gutter 450 LF $3.00 $1,350.00 5 Common Excavation 330 CY $5.00 $1,650.00 I 6 Granular Borrow 410 CY $7.00 $2,870.00 j 7 Aggregate Base (100% Crushed) (8 ") 500 Tons $9.00 $4,500.00 8 ;Wearing Course (2 ") 100 1 Tons $31.00 $3,100.00 9 Non Wearing Course (2 ") 100 i Tons $31.00 $3,100.00 10 Concrete Driveway Pavement 25 SY $35.00 $875.00 11 Tack Coat 50 Gal $ 2.00 $100.00 12 Concrete Curb & Gutter (13618) 450 LF $7.00 $3,150.00 13 Hydrant 1 EA $1,400.00 $1,400.00 14 8" DIP CL 52 275 LF $19.00 $5,225.00 15 6" DIP C152 20 j EA $450.00 $9,000.00 16 1" Type K Copper 40 LF $15.00 $600.00 17 8" Gate Valve 2 EA $600.00 $1,200.00 18 6" Gate Valve 1 LF $17.00 $17.00 19 1" Corporation 1 EA $50.00 $50.00 20 Connect to Existing Watermain 2 EA $500.00 $1,000.00 21 DIP Fittings 370 LB $1.50 $555.00 22 Sodding 5 00 SY $ 2.00 $1,000.00 Subtotal +10 %Contingencies Subtotal +30% Administrative $43;877.00 $4,387.70 $48,264.70 $14,479.41 Grand Total 562,744.11 C.`.WINDOW S \TEMP\IREVISE -1. WPD