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Home My WebLink About8.a. Receive Feasibility Report/Set Public Hearing for 2000 Street & Utility Reconstruction Improvements, City Project #316A CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING, DATE: February 15, 2000 AGENDA ITEM: Receive Feasibility Report /Set Public AGENDA SECTION: Hearing -2000 Street & Utility Reconstruction Improvements, Old Business City Project #316 PREPARED BY: Bret Weiss, Consulting Engineer /WSB & AGENDfM -01 n A Associates ATTACHMENTS: Resolution, Executive Summary, Funding APPROVED BY: Summary, Drawing On November 2, 1999 City Council authorized preparation of a Feasibility Heport'to 'c)ddress street and utility reconstruction for Dodd Boulevard from Chippendale Avenue to Shannon Parkway and Cimarron Avenue from Dodd Boulevard to 145 Street West. At a later date the Council added to the project the construction of sanitary sewer and water improvements to several lots located west of Shannon Parkway on Dodd Boulevard and the consideration of parking lot improvements at Fire Station #1. The project will involve street and storm sewer construction that will replace the existing rural street section and ditches. Some minor utility improvements will be completed along Cimarron Avenue and watermain will be completed along Dodd Boulevard. The project includes reconstruction of approximately 3,580 feet of existing streets to a design of a 28 foot wide street with concrete curb & gutter and storm sewer, an 8 foot wide bike trail will be developed on the south side of Dodd Boulevard from Shannon Parkway to Chippendale Avenue along with a connection piece of pathway between Dodd Boulevard and 145" Street at Chippendale Avenue. The utility improvements located west of Shannon Parkway involve constructing sanitary sewer and watermain as necessary to provide sewer and water services to a number of properties that are in current need or have non - complying septic systems. The parking lot improvements for Fire Station #1 include providing options for additional parking stalls at the facility to accommodate the use of the existing meeting room. The options have been identified in the Feasibility Report. The funding for the project will be provided from various sources including Municipal State Aid, assessments, 2000 Capital Improvement funds and utility funds as necessary. The total estimated project cost is $ 1,161,000. Staff will provide a brief overview of the project and open up to any questions you may have. If the project is approved by the Council and moves forward, a public hearing will be set for March 6, 2000 to consider the improvements. Staff proposes an informational meeting be held the week of February 21, 2000 for the affected operty owners. 5tatt recommenas aaopung ule dudcneu IdbUI RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND SETTING A PUBLIC HEARING FOR THE 2000 STREET AND UTILITY RECONSTRUCTION IMPROVEMENTS, CITY PROJECT #316. COUNCIL ACTION: 3 .1-k CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2000 - A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND SETTING THE PUBLIC HEARING FOR THE 2000 STREET AND UTILITY RECONSTRUCTION IMPROVEMENTS CITY PROJECT #316 WHEREAS, the City Council deemed it necessary and expedient that the City of Rosemount, Minnesota, construct certain improvements, to -wit: City Project #316, 2000 Street & Utility Reconstruction Improvements, in the City as described in and in accordance with the feasibility report prepared by the City Engineer; and WHEREAS, the City Council has been advised by the City Engineer that said utility and street improvements, City Project #316 is feasible, and should best be made as proposed, and the City Engineer's report to this effect has heretofore been received by Council, and filed with the City Clerk on February 15, 2000; and WHEREAS, the statute provided that no such improvements shall be made until the Council has held a public hearing on such improvements following mailed notice and two publications thereof in the official newspaper stating time and place of the hearing, the general nature of the improvement, the estimated costs thereof, and the area proposed to be assessed, in accordance with the law. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Rosemount accepts the feasibility report for City Project #316 and places it on file. NOW THEREFORE IT BE FURTHER RESOLVED, by the City Council of the City of Rosemountthat the public hearing be scheduled to consider City Project #316, 2000 Street & Utility Reconstruction Improvements to be held on Tuesday, March 6, 2000 at 8:00 o'clock p.m. or as soon thereafter as possible, in the Council Chambers of the City Hall. ADOPTED this 15th day of February, 2000. Cathy Busho, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Voted in favor: Seconded by: Voted again EXECUTIVE SUMMARY City Project No. 316 provides for the reconstruction of Dodd Boulevard from Shannon Parkway to Chippendale Avenue and Cimarron Avenue from Dodd Boulevard to 145 Street West. This project also includes providing sanitary sewer and/or watermain service to homes on Dodd Boulevard between Danville Avenue and Shannon Parkway, as well as considering the construction of additional parking within the fire station property located at the intersection of Dodd Boulevard and Shannon Parkway. The project includes the reconstruction of approximately 3,580 feet of 24 -foot rural section streets to 28 -foot wide urban- section streets, including bituminous paving, B -618 concrete curb and gutter, storm sewer, watermain, and sidewalks /pathways. The project may include sanitary sewer and watermain improvements along Dodd Boulevard west of Shannon Parkway. The street improvement project is separated into three segments: Segment 1 - Dodd Boulevard (Shannon Parkway to Chippendale Avenue): This segment will consist of an upgrade from a rural roadway to a 28 -foot wide urban roadway. This street will consist of one through traffic lane in each direction with no on- street parking. This portion of the improvement project will consist of the complete reconstruction of the roadway and will include the addition of an eight -foot wide bike trail on the south side of Dodd Boulevard. Dodd Boulevard is part of the City's state -aid roadway system, and the roadway design is subject to all current state -aid standards. Segment 2 - Cimarron Avenue (Dodd Boulevard to 145 Street West): This segment will be reconstructed to a 28 -foot wide urban section. The street will have one through traffic lane in each direction with no on- street parking available. This portion of the improvement project will include a complete reconstruction of the street section. Portions of the eight -inch sanitary sewer line will be replaced as necessary to correct structural or infiltration problems. City of Rosemount — Feasibility Report Dodd Boulevard Improvements and Appurtenant Work , /'�� City Project No. 316 �/�/ S.A.P. No. 208- 112-01 d ,�,�r WSB Project No. 1210.00 �� I T r — r - '-)KIT G7 I H T ^1nCCl -I �r aim as • c� c�c�a� —G A —R� a FEB -09 -2000 09 Oe WSB & ASSOCIATES INC. 6125411700 P.03iO4 00'olzi - ON pafo -id gSM '"� "'°'''°`^• v TO T 'ou 'd "d'S Q 9T£'oN pa!old � ?J O- KaoM insaapnddd puv sivawaeoldmT p.iBnalnog ppoq uodag ,yplgissa3 — lunoarasog jo )4!J •u!2joq posodold se- palonilsuoo aq pinogs put? luTodpuels SuuanuiSua ue uio.J anpoaJJa - lsoo PU8 f.Tessaoau `ajgjm;3 si ioafoid sTTIZ 'OOOZ3o IM au} ut Plau oq llTm guueaq luauissasse oqs '0002 UT suulT uoTxesoisal puE SuTnEd llE SuTpnlouT `pa1alduzoo oq mo loofosd OLU Xnssaoau n spun] X111nn put? spun] (jo) ueld Juaulanoadurl IelTdvo OOOZ `SuTPur3 vsw `sIuauissasseJo IsTsuoo llt^% IoaCordat ion SuTpun3 '001`191`1$ sT Isoo Ioafozd polLuuiso l aLU pienalnog PPoQ SS8bl ye uialgoid uia;sXs oTidas SumCjdwoo - uou v amIA3lle of se llom se paau ;uo.zmo uT am 1eT41 sagiadoid jo saqumu a of sooT.nsas mlt?yy� pue iaAA,as apTno.id of fuessooau su um =ajt?m puE lamas famms gunon nsuoo jo sIsTSUOo luoul2os S u.I, r j :(Se,bj. vd uounggg off. anaand aCivag(l) piBnainog ppoQ - C IaaTnVa$ FEB -09 -2000 10:49 WSB & ASSOCIATES INC. 4. FIN A.N C:1N G 4.1 4.2 Cost Opinion 6125411700 P.02iO3 Detailed cost estimates can be found in the Appendix of this report. These estimates incorporate 2000 construction costs, and include a 10% contingency factor and all administrative costs. The administrative costs are estimated at 30% and include legal, engineering, interest and other administrative items. A summary of the project costs is as follows: Funding Funding for the project will consist of a combination of assessments, municipal state -aid, 2000 CIP funds, Stormwater Core Fund, Sanitary Sewer Core Fund, and the Water Operating Fund. Since this is a street reconstruction project, the benefitting property owners will be assessed according to City Policy. Based on the policy, single - family residential properties without existing curb and gutter are assessed $2,400 each for street improvements. For high- density residential and commercial properties, the City has typically utilized an assessment method based on a typical roadway cost that includes curb and gutter and storm sewer. In this case, the assessment is based on one -half of the cost of a typical 28 -foot wide street, which amounts to $35.00 per front foot. City of Rosemount — Feasibility Report Dodd Boulevard Improvements and Appurtenant Work A City Project No. 316 WSB S.A.P. No. 208.112 -01 Miaiiiil WSS Project No. 1210.00 Page 10 Dodd Boulevard Cimarron Avenue Sewer Service Water Service Fire Station Total I S treets $627,291 $95,946 $723,237 anitary Sewer $8,637 +�... $59,724 $68,361 atermain 892,156 S43,289 $53,743 $189,188 S torm Sewer $140,076 811,076 530,00 $151,152 $30,000 F ire Station P arking Lot oral $859,523 $158,948 $59,7 $53,743 $30,000 $1,161,938 Funding Funding for the project will consist of a combination of assessments, municipal state -aid, 2000 CIP funds, Stormwater Core Fund, Sanitary Sewer Core Fund, and the Water Operating Fund. Since this is a street reconstruction project, the benefitting property owners will be assessed according to City Policy. Based on the policy, single - family residential properties without existing curb and gutter are assessed $2,400 each for street improvements. For high- density residential and commercial properties, the City has typically utilized an assessment method based on a typical roadway cost that includes curb and gutter and storm sewer. In this case, the assessment is based on one -half of the cost of a typical 28 -foot wide street, which amounts to $35.00 per front foot. City of Rosemount — Feasibility Report Dodd Boulevard Improvements and Appurtenant Work A City Project No. 316 WSB S.A.P. No. 208.112 -01 Miaiiiil WSS Project No. 1210.00 Page 10 FEB -09 -2000 10:49 WSB & ASSOCIATES INC. Funding for the project can be summarized as follows: received at that time for the Dodd Boulevard project. They have been included as part of the total. •• A funding source for the fire station improvements has not yet been identified. For the properties located along Dodd Boulevard west of Shannon Parkway that will be provided water or sewer service, the policy is to assess $12 per front foot for watermain, and $17.50 per front foot for sanitary sewer. The cost of the service line from the main to the property line is also assessed. In addition to the assessments, a number of fees will be applicable to the individual properties. Typically, these are due at the time the property owner connects to the utility. The Council could consider allowing property owners to include the fee amounts in their assessments. The applicable changes are summarized as b1a'J411 ron r. U-)/ U-) follows: Water Availability (WAC) ater Service SewerService Sewer Availability City Sewer Availability Total $5,000 (1" meter) $5,000 (1" meter) $1,100 /SAC unit $1,400 /SAC unit ; $2,500 /SAC unit The sanitary sewer fees outlined in the table are based on the number of SAC units associated with a land use. Single - family residential properties are typically equivalent to one SAC unit. Since all of the affected properties are single- family residential, it is likely that they will each be considered as one SAC unit. City of Rosemount - Feasibility Report Dodd Boulevard Improvements and Appurtenant Work Iw,�p City Project No. 316 WSB S.A.P. No. 208-112 -01 WSB Project No. 1210.00 Page 11 TOTAL P.03 sanitary Water Fire i Stormwatcr Sewer Operating Station___ Assessments MSA Core Fund Core Fund Fund 2000 C.I.P. Total Streets * S 197 $455,26 — —�_ $21,709 $674,389 ; 5200,000 Storm $200,000 Watermain ...._._.,__M._ _ $12,246 -_ - S 10,000 S166 _ _ $184,188 $68,361 Sanitary Sewer $17,012 __$ $41,349 Parking Lot at $30,000 $30,000 Total $226,67 $455,2 $200,000 $10,000 $10,000 $230,000 530,000 $1,161,938 ; M o. -,.oi Mt Q —, A PVP1n r%AA cc nart nfehe Wenemann V and 10 Addition moiects. Assessments totaling $86,124 were received at that time for the Dodd Boulevard project. They have been included as part of the total. •• A funding source for the fire station improvements has not yet been identified. For the properties located along Dodd Boulevard west of Shannon Parkway that will be provided water or sewer service, the policy is to assess $12 per front foot for watermain, and $17.50 per front foot for sanitary sewer. The cost of the service line from the main to the property line is also assessed. In addition to the assessments, a number of fees will be applicable to the individual properties. Typically, these are due at the time the property owner connects to the utility. The Council could consider allowing property owners to include the fee amounts in their assessments. The applicable changes are summarized as b1a'J411 ron r. U-)/ U-) follows: Water Availability (WAC) ater Service SewerService Sewer Availability City Sewer Availability Total $5,000 (1" meter) $5,000 (1" meter) $1,100 /SAC unit $1,400 /SAC unit ; $2,500 /SAC unit The sanitary sewer fees outlined in the table are based on the number of SAC units associated with a land use. Single - family residential properties are typically equivalent to one SAC unit. Since all of the affected properties are single- family residential, it is likely that they will each be considered as one SAC unit. City of Rosemount - Feasibility Report Dodd Boulevard Improvements and Appurtenant Work Iw,�p City Project No. 316 WSB S.A.P. No. 208-112 -01 WSB Project No. 1210.00 Page 11 TOTAL P.03 7 ;a4ft 0 P44 (4) 9) �e� ArMF P UD A 2000 Street and Utility Reconstruction Project Dodd Boulevard and Cimarron Avenue Street, Utility Improvements and Appurtenant Work City Project Number: 316 S.A.P. No. 208 - 112 -01 WSB Proj. No. 1210.00 February 15, 2000 Submitted to: City of Rosemount 2875 145th Street West Rosemount, Minnesota 55068 1 A 350 Westwood Lake Office Bo 54 Wayzata ulevard t WSB Minneapolis, 55426 612 - 541 -4800 & Associates, Inc. FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS for the City of FEASIBILITY REPORT 2000 STREET AND UTILITY RECONSTRUCTION PROJECT CITY OF ROSEMOUNT CITY PROJECT NO. 316 S.A.P. NO. 208-112-01 February 15, 2000 Prepared By: WSB & Associates, Inc. 350 Westwood Lake Office Park 8441 Wayzata Boulevard Minneapolis, MN 55426 (612) 541 -4800 (612) 541 -1700 (Fax) City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 WSB & WSS & Associates, Inc. February 15, 2000 Honorable Mayor and City Council City of Rosemount 2875 145 Street West Rosemount, MN 55068 -4997 612- 541 -4800 FAX 541 -1700 Re: Feasibility Report ' 2000 Street and Utility Reconstruction Project City of Rosemount Project No. 316 ' S.A.P. No. 208 - 112 -01 WSB Project No. 12 10. 00 B.A. Mittelsteadt, P.E. Bret A. Weiss, P.E. Peter R. Willenbring, P.E. Donald W. Sterna, P.E. Ronald B. Bray, P.E. Dear Mayor and Council Members: Transmitted herewith is a feasibility report which addresses street and utility improvements on Dodd Boulevard, from Shannon Parkway to Chippendale Avenue and Cimarron Avenue, from Dodd Boulevard to 145' Street West. ' We would be happy to discuss this report with you at your convenience. Please don't hesitate to contact me at (612) 541 -4800 if you have any questions regarding this report. I Sincerely, WSB & Associates, Inc. Bret A. Weiss, P.E. ' Vice President Encl Minneapolis St. C l o u d ' Infrastructure Engineers Planners EQUAL OPPORTUNITY EMPLOYER 350 Westwood Lake Office 8441 Wayzata Boulevard Minneapolis, MN 55426 CERTIFICATION I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of he State of Minnesota. Bret A. Weiss, P.E. Date: February 15, 2000 Reg. No. 20753 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 , A W SB & dasocwlu, Irtc. TABLE OF CONTENTS ' TITLE SHEET LETTER OF TRANSMITTAL CERTIFICATION SHEET ' TABLE OF CONTENTS EXECUTIVE SUMMARY r 1. INTRODUCTION .................. ............................... Pagel 1.1 Authorization 1.2 Scope 1.3 Data Available 2. GENERAL BACKGROUND ......... ............................... Page 3 2.1 Project Location (See Figure 1) 2.2 Project Zoning (See Figures 2 -3) 2.3 Project History 2.4 Existing Conditions 2.5 Traffic Analysis (See Figure 11) 3. PROPOSED IMPROVEMENTS ...... ............................... Page 6 3.1 Roadway (See Figures 6 -9) 3.2 Storm Sewer (See Figures 6 -9) 3.3 Watermain (See Figures 4 -9) 3.4 Sanitary Sewer (See Figures 4 -5, 6 -9) 3.5 Sanitary Sewer (See Figures 4, 6 - 9) 3.6 Fire Station Parking Lot Improvements (Figure 10) 3.7 Pathway / Sidewalk (Figures 6 -9) 3.8 Street Lights 3.9 Right -of -Way and Easements 3.10 Permits / Approvals 3.11 Detour Routes 4. FINANCING ..................... ............................... Page 11 4.1 Cost Opinion 4.2 Funding 5. PROJECT SCHEDULE ............ ............................... Page 13 6. FEASIBILITY AND RECOMMENDATION ......................... Page 14 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project ,� A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 APPENDIX A ........................... ............................... Page 15 ' PROJECT LOCATION MAP APPENDIX B ........................... ............................... Page 16 ' OPINION OF PROBABLE COST APPENDIX C ........................... ............................... Page 29 I TRAFFIC COUNTS / PAVEMENT DESIGN ' APPENDIX D ........................................................... Page 31 PRELIMINARY ASSESSMENT ROLL City of Rosemount — Feasibility Report ' 2000 Street and Utility Reconstruction Project /,/A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 &A. fa(es, I= k 0 EXECUTIVE SUMMARY City Project No. 316 provides for the reconstruction of Dodd Boulevard from Shannon Parkway to Chippendale Avenue and Cimarron Avenue from Dodd Boulevard to 145`" Street West. This proj ect also includes providing sanitary sewer and/or watermain service to homes on Dodd Boulevard between Danville Avenue and Shannon Parkway, as well as considering the construction of additional parking within the fire station property located at the intersection of Dodd Boulevard and Shannon Parkway. The project includes the reconstruction of approximately 3,580 feet of 24 -foot rural section streets to 28 -foot wide urban- section streets, including bituminous paving, B -618 concrete curb and gutter, storm sewer, watermain, and sidewalks /pathways. The project may include sanitary sewer and watermain improvements along Dodd Boulevard west of Shannon Parkway. The street improvement project is separated into three segments: • Segment 1 - Dodd Boulevard (Shannon Parkway to Chippendale Avenue): This segment will consist of an upgrade from a rural roadway to a 28 -foot wide urban roadway. This street will consist of one through traffic lane in each direction with no on- street parking. This portion of the improvement project will consist of the complete reconstruction of the roadway and will include the addition of an eight -foot wide bike trail on the south side of Dodd Boulevard. Dodd Boulevard is part of the City's state -aid roadway system, and the roadway design is subject to all current state -aid standards. • Segment 2 - Cimarron Avenue (Dodd Boulevard to 145" Street West): This segment will be reconstructed to a 28 -foot wide urban section. The street will have one through traffic lane in each direction with no on- street parking available. Occasionally, cars do park along the edge of Cimarron Avenue, but with the available parking for each property, there is not a need to provide parking. This portion of the improvement project will include a complete reconstruction of the street section. Portions of the eight -inch sanitary sewer line will be replaced as necessary to correct structural or infiltration problems. Portions of the eight -inch sanitary sewer line will be replaced as necessary to correct structural or infiltration problems. City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 WSB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 &,u «�, °''"` i 0 L J • Segment 3 - Dodd Boulevard (Danville Avenue to Shannon Parkway): This segment consists of constructing sanitary sewer and watermain as necessary to provide sewer and water services to a number of properties that are in current need as well as to alleviate a non - complying septic system problem at 14885 Dodd Boulevard. The total estimated project cost is $1,173,000. Funding for the project will consist of assessments, MSA funding, 2000 Capital Improvement Plan (CIP) funds and utility funds as necessary. The project can be completed, including all paving and restoration items in 2000. The assessment hearing will be held in the fall of 2000. This project is feasible, necessary and cost - effective from an engineering standpoint and should be constructed as proposed herein. City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 WSB & Arsocialu, !nc s 1. INTRODUCTION 1.1 Authorization On November 2, 1999, the Rosemount City Council authorized the preparation of an engineering feasibility report for the 2000 Street and Utility Reconstruction Project. This project has been designated as City Project No. 316 and State -Aid Project No. (S.A.P.) 208- 112-01. 1 1.2 Scope P J This project primarily provides for the upgrading of existing Dodd Boulevard from Shannon Parkway to Chippendale Avenue and Cimarron Avenue from Dodd Boulevard to 145 Street West. Dodd Boulevard was previously designated as a Municipal State -Aid street due to the projected traffic volumes and its benefit to the overall Rosemount street system. Consequently, this project will utilize Municipal State Aid (MSA) funds and must be designed according to state -aid standards. Both Dodd Boulevard and Cimarron Avenue will be completely reconstructed, with the installation of concrete curb and gutter and bituminous pavement to convert the streets into urban roadways. Storm sewer improvements are proposed to collect stormwater runoff in accordance with Municipal State -Aid standards and as necessary to facilitate improvements outlined in the Rosemount Comprehensive Storm Water Management Plan. The elevation of the roadway will be lowered in order to eliminate the existing drainage ditches. Both watermain and sanitary sewer improvements are proposed within Dodd Boulevard between Danville Avenue and Shannon Parkway. These improvements will provide service to parcels 29, 30, 31, 32, 33, 34, and 35. The fire station parking lot will be expanded due to the need for additional parking at Fire Station No. 1. Two options were considered for increasing the number of parking stalls available and are outlined within this report. City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project /A,A City Project No. 316 WSB S.A.P. No. 208- 112 -01 WSB Project No. 1210.00 &A Z -1. W 1 W Page 1 1.3 Data Available Information and materials used in the preparation of this report include the following: • City of Rosemount Record Plans • City of Rosemount Topography Maps • Field Observations of the Area • Rosemount Stormwater Management Plan • Rosemount Water Supply & Distribution Plan • Field Survey City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 Page 2 /� SQ & Associa7es, Inc. 2. GENERAL BACKGROUND 2.1 Project Location (See Figure 1) The project location consists of Dodd Boulevard from Shannon Parkway to Chippendale Avenue and Cimarron Avenue from Dodd Boulevard to 145" Street West. Minor construction will occur on Dodd Boulevard between Danville Avenue and Shannon Parkway and within the fire station property. The entire project is located within Section 30. 2.2 Project Zoning (See Figures 2 -3) Generally, the project is zoned residential with the exception of the fire station, Kidder Park and the commercial property located at the intersection of Dodd Boulevard and Chippendale Avenue. 2.3 Project History This project was initiated through the recognition of continually deteriorating street conditions and the need for storm sewer facilities in the project area. This project is included in the City of Rosemount Capital Improvement Plan. Additionally, the current watermain system in the project limits has substandard "looping ". The looping of the water system will provide the area with pressure stability, system reliability in the event of a watermain break, and improved water circulation. Generally, record drawings for street, storm sewer, sanitary sewer and watermain are available. 2.4 Existing Conditions 2.4.1 Roadway Dodd Boulevard was originally a County Road but has since been turned back to the City. The existing pavement on both Dodd Boulevard and Cimarron Avenue is in fair to poor condition. Dodd Boulevard is currently a 24 -foot wide rural roadway that utilizes ditches to drain the roadway surface and provide storm water conveyance. Cimarron Avenue is a 28 -foot wide roadway without curb and gutter. Considering the existing condition of the roadway surfaces, poor subgrade material, and the need to lower the roadway for drainage purposes, a complete reconstruction of these roadways is necessary. City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project I A " City Project No. 316 SB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 Page 3 ' There are 19 driveways within the project area, including both the residential and commercial accesses. All driveways will be reconstructed to the right -of -way line or as needed to match the new street grades. ' 2.4.2 Storm Sewer The proposed project is located in the Wachter Lake Drainage District in Rosemount Comprehensive Stormwater Plan. (WA) as noted the The existing ' storm sewer system for the project area is limited to collection at the following ' locations: ' A 27 -inch trunk storm sewer line within Cimarron Avenue, flowing from north to south. • A 12 -inch outlet from pond WA -111, located on the north side of Dodd Boulevard at Covington Avenue. This 12 -inch outlet extends from Pond ' WA -111 to the intersection of Dodd Boulevard and Covington Avenue. From there, the storm sewer increases to a 15 -inch pipe and flows to the ' south, draining to the trunk storm sewer system in the Carrollton 2 ° and 31d Additions. ' Currently, all local drainage along Dodd Boulevard is collected in the roadway ditches. The ditches flow into the existing storm sewer systems located on Cimarron ' Avenue and Covington Avenue. Cimarron Avenue has four existing catch basins at the street's low point, where runoff is collected in the 27 -inch storm sewer pipe. ' 2.4.3 Watermain The existing watermain network consists of a six -inch watermain line within Cimarron Avenue, a 16 -inch trunk watermain crossing Dodd Boulevard at ' Covington Avenue, six -inch watermain in Chrome Avenue extending up to Dodd Boulevard, and eight -inch watermain parallel to Dodd Boulevard within the fire ' station property. ' 2.4.4 Sanitary Sewer The existing sanitary sewer within Dodd Boulevard consists of an line from Damask Avenue Dallara Avenue, eight -inch sewer to and an 18 -inch RCP sewer line from Dallara Avenue to Shannon Parkway, which then flows to the south. Cimarron Avenue has an eight -inch sewer line flowing from south to north. Closed circuit televising of the existing sanitary sewer lines has been completed. Portions of the existing sewer line currently exhibit structural or infiltration problems. ' City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project ,� A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 AMMMMINIML ' WSB Project No. 1210.00 &Amy ia/ ,1w. Page 4 2.4.5 Sidewalk The existing eight -foot bituminous pathway along Dodd Boulevard from Shannon Parkway to Chrome Avenue is in fair condition. The pathway is located on ' the south side of Dodd Boulevard at varying distances between the edge of the roadway and the right -of -way. ' 2.5 Traffic Analysis (See Figure 11) ' The project area generally supports typical residential vehicular traffic with the exception of the fire station traffic. The intersection of Dodd Boulevard with Shannon Parkway is at a ' skewed angle, which created difficult turning movements. City records indicate that there have been several minor accidents at this intersection in the past. Specifically, 12 minor accidents have occurred between January 1, 1997 and March 19, 1999. Ideally, Dodd ' Boulevard would meet at right angles on both sides with Shannon Parkway. Because of the current angle of the roadway, it is not possible to create a perpendicular intersection without ' purchasing additional right -of -way and creating severe impacts on adjoining properties. As part of this project, the existing free right -turn lanes will be modified slightly to improve the ' operation of the intersection. City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project lA,A City Project No. 316 ' SB S.A.P. No. 208 - 112 -01 ' WSB Project No. 1210.00 &Associates, Im Page 5 3. PROPOSED IMPROVEMENTS 3.1 Roadway (See Figures 6 -9) The proposed reconstruction of Dodd Boulevard and Cimarron Avenue consists of lowering the existing grade, modifying the roadway profile, removing poor subgrade soils, and widening the existing section to the proposed width. Once grading is completed, bituminous surfacing and B -618 curb and gutter will be constructed. Dodd Boulevard, from Danville Avenue to Shannon Parkway, will be patched as necessary to accommodate the proposed water and sewer service improvements. The proposed street sections will generally consist of 28 -foot wide roadways with no parking and include four inches of bituminous surface and eight inches of Class 5 aggregate. 3.2 Storm Sewer (See Figures 6 -9) The storm sewer improvements include the construction of lateral storm sewer lines to serve the project area and accommodate state -aid standards. Specifically, lateral storm sewer facilities will be designed to carry the storm water runoff from a 10 -year rainfall event. Catch basin spacing will be designed in accordance with current state -aid standards. The proposed storm water collection facilities are as follows: • Dodd Boulevard: The storm water from 380 feet west of Cimarron Avenue to Chippendale Avenue will be collected and discharge into the existing 27 -inch pipe located within Cimarron Avenue. The storm water from Shannon Parkway to 380 feet west of Cimarron Avenue will be collected and discharge into Pond No. WA -111. • Cimarron Avenue: The storm water on Cimarron Avenue will be collected at the street's low point by catch basins and discharge into the existing 27 -inch storm sewer. 3.3 Watermain (See Figures 4 -9) The existing watermain within the project limits ranges from six -inch to 16 -inch diameter. The pipe is generally cast iron material, however, some of the newer pipes are ductile iron City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project l A YY City Project No. 316 SB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 &Am- iw...1- Page 6 material. Generally, the watermain system is not looped very well. It is proposed that an ' eight -inch watermain be installed within Dodd Boulevard from the 16 -inch watermain at Chippendale Avenue to the 16 -inch watermain located at Covington Avenue. The new watermain along Dodd Boulevard will be connected to existing dead -end watermain systems at Chrome Avenue, Cimarron Avenue, Covington Avenue, and the watermain system through Parcel No. 3. Construction of the watermain will improve the overall circulation of ' the area's water system. The existing six -inch watermain within Cimarron Avenue will be replaced with an eight -inch watermain to improve the function of the system. ' Parcels 29, 30, and 35 Fi ure 3) located on Dodd Boulevard just west of Shannon Parkway ( g J Y ' currently do not have water service. It is proposed that an eight -inch watermain be constructed from the existing eight -inch watermain at the southwest corner of the fire station property to approximately 530 feet west. This eight -inch line will be extended further west ' in the future when Dodd Boulevard west of Shannon Parkway is reconstructed. The watermain crossing of Shannon Parkway will be jacked in order to minimize the degradation t of the roadway. A water service for Parcel 34 will be extended into the property from an existing watermain on the north side of Dodd Boulevard. ' 3.4 Sanitary Sewer (See Figures 4 -5, 6 -9) ' The existing sanitary sewer systems within the project have been televised to determine their condition. The televising videos indicate that the sanitary sewer within Dodd Boulevard and ' Cimarron Avenue are in good condition with the exception of some minor deficiencies with the sanitary sewer within Cimarron Avenue. These deficiencies consist of fractured vitrified ' clay pipe outside each manhole, poor manhole condition, and a partially blocked service line. These problems will be corrected by replacing the manholes, fractured pipe, and partially blocked service line to the right -of -way. On D Boulevard, west of Shannon Parkway, sanitary sewer will e O odd ou y, ry b constructed as ' required to provide service to parcels 31, 32, 33, and 34 (Figure 3). These parcels either have non - complying septic systems or are not now connected to the City system. These four parcels can be served by extending 800 lineal feet of eight -inch PVC westward from the existing sanitary sewer system located within Damask Avenue. 1 City of Rosemount — Feasibility Report ' 2000 Street and Utility Reconstruction Project ,, A YY City Project No. 316 SB S.A.P. No. 208 - 112 -01 ' WSB Project No. 1210.00 Page 7 I 3.5 Fire Station Parking Lot Improvements (Figure 10) City Staff and Council have identified a need for additional parking at Fire Station No. 1 to accommodate the parking needs during training or seminars held at the fire station. Currently, there are 40 parking stalls available within the property. For an average fire call, there is a need for 25 -35 parking spaces. If the training room is in use, up to 35 additional spaces are needed, resulting in an overall need of approximately 70 spaces. As part of this study, three options were considered for increasing the amount of available parking. The options are detailed as follows: • Option 1 - Expand the existing parking lot Additional parking could be constructed by expanding the existing parking lot to the south. This would result in up to 18 additional parking stalls. In order to construct the parking lot in this manner, a variance to the setback requirements is necessary. To accommodate the parking needs, an additional 12 spaces would be constructed along the east side of the property. Option 2 - On- street PaddM Dodd Boulevard could be constructed to allow for diagonal parking along the north side of the roadway adjacent to the station. This would result in the addition of 25 parking stalls. A sidewalk would be constructed adjacent to the parking area and connect to the existing entrance. An advantage to this concept is the ability to fund the improvements using state -aid dollars. Disadvantages include vehicle conflicts on Dodd Boulevard and a lack of connectivity with the fire station property. Generally, the cost of the additional parking will be similar regardless of the option. Adding parking adjacent to Dodd Boulevard would result in a slightly lower cost. 3.6 Pathway / Sidewalk (Figures 6 -9) Pathway construction will consist of an eight -foot wide bituminous pathway located on the south side of Dodd Boulevard from Shannon Parkway to Chippendale Avenue. There will also be a sidewalk constructed on the west side of Chippendale Avenue from Dodd Boulevard to 145` Street West, where it will connect to the existing six -foot concrete walk along 145 Street West. City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project ,,/A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 Page 8 1 1 The existing bituminous pathway on the north side of Dodd boulevard from 140 feet east of Cimarron Avenue to the chrome Avenue area will be removed and not replaced. 3.7 Street Lights The existing street lights within the project limits are adequate and will remain in place. 3.8 Right -of -Way and Easements Currently, Dodd Boulevard consists of a right -of -way (ROW) varying in width between 70 and 90 feet that will be adequate to construct this project with the exception of temporary easements required to match the existing driveways with the new roadway. It will be necessary to acquire a roadway easement for Cimarron Avenue across the property located at 14619 Dodd Boulevard. The easement needs to be approximately 20 feet in width along the west side of the property. City Staff will work with the property owner to acquire the easement. 3.9 Permits / Approvals The following permits will be necessary as part of this project. • Minnesota Department of Health permit for the watermain extensions; • Minnesota Pollution Control Agency (MPCA) permit for sanitary sewer extensions; ' 0 MPCA National Pollutant Discharge Elimination System (NPDES) permit; • Metro State -Aid approval of Dodd Boulevard construction plans. 3.10 Detour Routes ' Detour signing will be required to minimize traffic congestion in the construction area and to route residents and patrons to their destinations. All business and residences will have access during construction, however, some inconvenience is expected. Directional signing will be provided, including advance notice signing for the start of construction. Detour routes will be discussed with affected property owners during the informational meeting. City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project ,,/A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 t WSB Project No. 1210.00 &.'g`°"°„, Page 9 4. 1 1 FINANCING Cost Opinion Detailed cost estimates can be found in the Appendix of this report. These estimates incorporate 2000 construction costs, and include a 10% contingency factor and all related administrative costs. The administrative costs are estimated at 30% and include legal, engineering, interest and other administrative items. A summary of the project costs is as follows: Funding Funding for the project will consist of a combination of assessments, municipal state -aid, 2000 CIP funds, Stormwater Core Fund, Sanitary Sewer Core Fund, and the Water Operating Fund. Since this is a street reconstruction project, the benefitting property owners will be assessed according to City Policy. The preliminary assessment roll is included in Appendix D. Based on the policy, single - family residential properties without existing curb and gutter are assessed $2,400 each for street improvements. For high- density residential and commercial properties, the City has typically utilized an assessment method based on a typical roadway cost that includes curb and gutter and storm sewer. In this case, the assessment is based on one -half of the cost of a typical 28 -foot wide street, which amounts to $35.00 per front foot. City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 Page 10 Dodd Boulevard Cimarron Avenue Sewer Service Water Service Fire Station Total Streets $628,449 $95,946 $724,3951 Sanitary Sewer $8,637 $59,724 $68,361 atermain $92,156 $43,289 $53,743 $189,188 Storm Sewer $140,076 $11,076 $151,152 ire Station Parking Lot $39,890 $39,890 otal $860,681 $158,948 $59,72 $53,743 $39,8901 $1,172,986 Funding Funding for the project will consist of a combination of assessments, municipal state -aid, 2000 CIP funds, Stormwater Core Fund, Sanitary Sewer Core Fund, and the Water Operating Fund. Since this is a street reconstruction project, the benefitting property owners will be assessed according to City Policy. The preliminary assessment roll is included in Appendix D. Based on the policy, single - family residential properties without existing curb and gutter are assessed $2,400 each for street improvements. For high- density residential and commercial properties, the City has typically utilized an assessment method based on a typical roadway cost that includes curb and gutter and storm sewer. In this case, the assessment is based on one -half of the cost of a typical 28 -foot wide street, which amounts to $35.00 per front foot. City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 Page 10 Fi Funding for the project can be summarized as follows: Funding Summary ' * Parcel No. 8 was developed as part of the Wensmann 9' and 10 Addition projects. Assessments totaling $86,124 were received at that time for the Dodd Boulevard project. They have been included as part of the total. ** A funding source for the fire station improvements has not yet been identified. �l n For the properties located along Dodd Boulevard west of Shannon Parkway that will be provided water or sewer service, the policy is to assess $12 per front foot for watermain, and $17.50 per front foot for sanitary sewer. The cost of the service line from the main to the property line is also assessed. In addition to the assessments, a number of fees will be applicable to the individual properties. Typically, these are due at the time the property owner connects to the utility. The Council could consider allowing property owners to include the fee amounts in their assessments. The applicable changes are summarized as follows: Fee Assessments j MSA Stormwater Core Fund Sanitary . Water Fire Sewer i Operating ! Station ** Core Fund ! Fund ! 2000 C.I.P. Total Streets $165 86 � $487 97 $1,100 /SAC unit City Sewer Availability (SAC) $21,709 $67 5,547 Storm Total $2,200 ( meter) $200,000 ! $200,000 W atermain $12,246 $10,000 $166,942 $189, Sanitary Sewer $17,01 $10,000 $41,349 $ 68,361 Parking Lot at $39,890 $39,890 Total $195,122 $487,97 $200,000 $10,000 $10,000 $230,000 $39,890 $1,172,986 i ' * Parcel No. 8 was developed as part of the Wensmann 9' and 10 Addition projects. Assessments totaling $86,124 were received at that time for the Dodd Boulevard project. They have been included as part of the total. ** A funding source for the fire station improvements has not yet been identified. �l n For the properties located along Dodd Boulevard west of Shannon Parkway that will be provided water or sewer service, the policy is to assess $12 per front foot for watermain, and $17.50 per front foot for sanitary sewer. The cost of the service line from the main to the property line is also assessed. In addition to the assessments, a number of fees will be applicable to the individual properties. Typically, these are due at the time the property owner connects to the utility. The Council could consider allowing property owners to include the fee amounts in their assessments. The applicable changes are summarized as follows: Fee Water Service Sewer Service Water Availability (WAC) $2,200 (%" meter) Met Council Sewer Availability (SAC) $1,100 /SAC unit City Sewer Availability (SAC) $1,400 /SAC unit Total $2,200 ( meter) $2,500 /SAC unit The sanitary sewer fees outlined in the table are based on the number of SAC units associated with a land use. Single - family residential properties are typically equivalent to one SAC unit. Since all of the affected properties are single - family residential, it is likely that they will each be considered as one SAC unit. ' City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project /A,- City Project No. 316 ' SB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 &'�a' °'u r ^° Page 11 5. PROJECT SCHEDULE The proposed project schedule for this improvement is as follows: ' Receive Feasibility Report .... ............................... February 15, 2000 Informational Meeting ....... ............................... February 22, 2000 Public Hearing ................ ............................... March 6, 2000 ' Order Plans and Specifications ... ............................... March 6, 2000 ' Receive Plans and Specifications / Order Ad for Bids ................ May 16, 2000 ' Receive Bids ................. ............................... June 14, 2000 ' Award Contract ............... ............................... June 20, 2000 Begin Construction .............. ............................... July 1, 2000 Substantial Construction Completion ........................... September, 2000 1 1 ' City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project A City Project No. 316 /, ' SB S.A.P. No. 208 - 112 -01 ' WSB Project No. 1210.00 Page 12 6. FEASIBILITY AND RECOMMENDATION Project costs are estimated at $1,173,000. This cost includes the total street and utility ' reconstruction of Dodd Boulevard from Shannon Parkway to Chippendale Avenue and Cimarron Avenue from Dodd Boulevard to 145 ' Street West, as well as the utility work on Dodd Boulevard from Danville Avenue to Shannon Parkway. Due to the deteriorating condition of the existing streets and some utilities, insufficient ' watermain looping and the need of improving the local drainage system. City Project No. 316 is feasible, necessary and cost - effective from an engineering standpoint. We ' recommend the reconstruction of the streets, sidewalks and utility improvements as outlined in this report. ' City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 WSB S.A.P. No. 208 - 112 -01 ' WSB Project No. 1210.00 &ASS"i w. Inc. Page 13 n I APPENDIX A I PROJECT LOCATION MAP ' City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project /AA City Project No. 316 WSB S.A.P. No. 208 - 112 -01 ' WSB Project No. 1210.00 & Page 14 LEGEND: 9 PARCEL NO. URBAN RESIDENTIAL u HIGH DENSITY RESIDENTIAL COMMERCIAL PUBLIC /INSTITUTIONAL - PARKS AND OPEN SPACE WIN Q X 0 200 400 i a 0 c; N 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 350 Westwood Lake Office 8441 Wayzata Boulevard Reconstruction Project Minneapolis, MN 55428 W Figure Number e12- 541 -1900 PARCEL IDENTIFICATION & FAX 541 -1700 ^ INFRASTRUCTURE - ENGINEERS - PLANNERS Ros emount, Minnesota L E - 350 Westwood Lake Office 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 �//�SB 6441 Wayzata Boulevard Reconstruction Project Minneapolis, MN 55426 Figure Number 612 - 541 -4800 ! � TM FAX 541 -1700 PARCEL IDENTIFICATION \ INFRASTRUCTURE - ENGINEERS - PLANNERS Rose mount, Minnesota 3 r 1� - ------ - - - - -- I - 1 DODD 4 I' / 7 / 8 "PVC SANITARY SEWER BITUMINOUS RESTORATION -INSTALL 1" WATERMAIN SERVICE 8 "PVC SANITARY SEWER LEGEND: —> PROPOSED SANITARY SEWER l— PROPOSED WATERMAIN —» PROPOSED STORM SEWER PROPOSED STREET CONSTRUCTION C� PROPOSED BITUMINOUS TRAIL PROPOSED CONCRETE DRIVEWAY APRON REMOVE /REPLACE BITUMINOUS O - 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 350 Westwood Lake Office 8441 Wayzata Boulevard Reconstruction Project l A t Minneapolis, MN 55426 era 612 - 541-4800 Figure Number & Assrxiules, Iru. FAX 541 -1700 \ INFRASTRUCTURE - ENGINEERS - PLANNERS Rosemount, Minnesota 4 14930 ---- -rDODD BLVD - 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 350 Westwood Lake Office 8441 Wayzata Boulevard Reconstruction Project l A t Minneapolis, MN 55426 era 612 - 541-4800 Figure Number & Assrxiules, Iru. FAX 541 -1700 \ INFRASTRUCTURE - ENGINEERS - PLANNERS Rosemount, Minnesota 4 14930 ---- -rDODD BLVD / 7 e \ PVC SANITARY .SANITARY SEWER VICINITY MAP ! — " EX. 18" � 14785 DODD BLVD 14800 DODD ',BLVD SEWER I LEGEND: —> PROPOSED SANITARY SEWER — PROPOSED WATERMAIN ®' —» PROPOSED STORM SEWER PROPOSED STREET CONSTRUCTION a`� 0 PROPOSED BITUMINOUS TRAIL PROPOSED CONCRETE DRIVEWAY APRON _ T, REMOVE /REPLACE BITUMINOUS pl501 0 50 100 - 350 Westwood Lake Office 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 8441 Wayzata Boulevard Reconstruction Project W S B Minneapolis, MN 55426 Figure Number — 612 - 5444800 & Assrx:iates, Imc. FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Rosemount, Minnesota 5 B _SIGN �� — SIGN r, GB j i 1 PR POSED PARKING 0 i ,• IMP OVEMENTS `od 00 i I SEE F I G. 10 S�P� Y n l EX- .16 "WATERMA.IN I 1 Q I 0 CASING PIPE PROPOSED f a, g 3 x/ pp 2 F –FW /8618 CONC. URB -- — C AND _ GUTTER -- — - — - y 2� ] �ea? - -- (/ �C J 1 I y o/ EX.8 "WATERMAIN i i I W 0 0 i � I �--8 "DIP WATERMAII LEGEND: -> PROPOSED SANITARY SEWER i- PROPOSED WATERMAIN ->> PROPOSED STORM SEWER PROPOSED STREET CONSTRUCTION PROPOSED BITUMINOUS TRAIL PROPOSED CONCRETE DRIVEWAY APRON — 1 REMOVE /REPLACE BITUMINOUS X 0 50 100 C� 350 Westwood Lake Office 2000 Street and Utility WSB Project No. 1210.00 Date: February 15 2000 8441 Wayzata Boulevard Reconstruction Project ' SB Minneapolis, MN 55428 Figure Number rr -- 612-541 aeoo & Ammiares, lx. FAX 541 -1700 6 INFRASTRUCTURE - ENGINEERS - PLANNERS Ro semount, Minnesota i i I � 8 "DI r— EX.8 "WATERMAIN L r EXISTING POND \ WA —P111 NWL =954.5 I WATERMAIN H WL =9 5 9. 8� PROPOSED 28' F —F W /B618 CONC. CURB AND GUTTER EX.12 "STORM SEWER e »r7 N EX.16 "WATER LEGEND: —> PROPOSED SANITARY SEWER 1— PROPOSED WATERMAIN —» PROPOSED STORM SEWER PROPOSED STREET CONSTRUCTION [� PROPOSED BITUMINOUS TRAIL PROPOSED CONCRETE DRIVEWAY APRON REMOVE /REPLACE BITUMINOUS X 0 50 100 350 Westwood Lake Office 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 6441 Wayzata Boulevard Reconstruction Project INS+B Minneapolis, MN 55426 Figure Number - 612- 541-48M & Associu(es, !x. FAX 541 -1700 \ INFRASTRUCTURE - ENGINEERS - PLANNERS Rosemount, Minnesota 7 IN s� L 0 IBM LEGEND: —> PROPOSED SANITARY SEWER 1— PROPOSED WATERMAIN —» PROPOSED STORM SEWER PROPOSED STREET CONSTRUCTION [� PROPOSED BITUMINOUS TRAIL PROPOSED CONCRETE DRIVEWAY APRON REMOVE /REPLACE BITUMINOUS X 0 50 100 350 Westwood Lake Office 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 6441 Wayzata Boulevard Reconstruction Project INS+B Minneapolis, MN 55426 Figure Number - 612- 541-48M & Associu(es, !x. FAX 541 -1700 \ INFRASTRUCTURE - ENGINEERS - PLANNERS Rosemount, Minnesota 7 I I I I I I I I I I I I I I I I I 145TH STREET V\k ------------ ------- ------ LEGEND: W --- - ----- PROPOSED SANITARY SEWER Q PROPOSED WATERMAIN --------- - - - - -- V - - PROPOSED STORM SEWER PROPOSED STREET CONSTRUCTION PROPOSED BITUMINOUS TRAIL ITARY REPLACE SAN PROPOSED CONCRETE DRIVEWAY APRON SEWER MANHOLE REMOVE/REPLACE BITUMINOUS 2 REMOVE SANITARY SEWER MANHOLE EX-SANITARY SEWER AND WATER SERVICE (TYP) REPLACE SANITARY SEWER MANHOLE .PLACE EX.6"WATERMAIN ITH 8"DIP WATERMAI EX.8"SANITARY SEWER PROPOSED 28' F–F W/B618 CONC. CURB AND GUTTER 2i w 0 EX.6"WATERMAIN 0 0 EX.8"SANI TARY SEWER B"DIP WATERMAIN > & I < 3492 SF EASEMENT Z I AQUISITION 0 rY � � I �� 0 0 O 0 0 � PR OPOSED '' 28' F-F W/B618 CONC. CURB AND GUTTER 0 '60 RGP / �, �Gp E 7 \ � G"WATERMAIN 0 50 100 I VICINITY MAP I 350 Westwood Lake Office 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 A 8441 Wayzata Boulevard Reconstruction Project WSB Minneapolis, IVIN 55426 Figure Number 612-541-4800 iTMT� FAX 541-1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Rosemount, Minnesota 8 f L� u -kZ / G;- 8 "DIP WATERMAIN N � -/ PROPOSED E W /8618 CONC. ;oo ,�yGQ �� CURB AND GUTTER VICINITY MAP LEGEND: —> PROPOSED SANITARY SEWER — PROPOSED WATERMAIN —» PROPOSED STORM SEWER 0 PROPOSED STREET CONSTRUCTION PROPOSED BITUMINOUS TRAIL PROPOSED CONCRETE DRIVEWAY APRON REMOVE /REPLACE BITUMINOUS x 0 50 too - 350 Westwood Lake Office 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 8441 Wayzata Boulevard Reconstruction Project WSB Minneapolis, MN 55426 Figure Number - 612 - 541 -4800 & Aaaociutea, /m;. FAX 541 -1700 ^ \ INFRASTRUCTURE - ENGINEERS - PLANNERS R osemount, Minnesota y I NOTE: OPTION 2 WILL HAVE SIDEWALK ALONG THE FRONT OF THE PARKING STALLS WHICH WOULD THEN EXTEND NORTHWESTERLY TO THE FIRE STATION. ni � LEGEND: D OPTION 1 PARKING LOT IMPROVEMENTS 0 40 BO OPTION 2 PARKING LOT IMPROVEMENTS AL 8441 Westwood Lake Office 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 6441 Wayzata Boulevard Reconstruction Project Yr SB Minneapolis, MN 55426 Fig Number -_ 612_541ASM FIRE STATION &Associules, /x'. FAX 541 -1700 PARKING IMPROVEMENTS \ INFRASTRUCTURE - ENGINEERS - PLANNERS Rose mount, Minnesota 10 n APPENDIX B I OPINION OF PROBABLE COST ' City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project I� A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 ' WSB Project No. 1210.00 &AU°"°'�.,�"` Page 15 t 2000 Street & Utility Reconstruction Project Opinion of Probable Cost City of Rosemount Project No. 316 S.A.P. 208 - 112 -01 Schedule A - Streets - Dodd Boulevard (Shannon Parkway to Chippendale Avenue) Item No. Description Quantity Unit U 1 Mobilization 1 LS $10 $10,000.00 2 Remove Curb & Gutter 960 LF $2.00 $1,920.00 3 Remove CMP Culverts 365 LF $5.00 $1,825.00 4 Remove Sewer Pie Storm 205 LF $7.00 $1,435.00 j 5 Remove Manhole or Catch Basins 2 EA $300.00 $600.00 6_ Remove Bituminous Pavement 12050 SY $2 $24,100.00 7 Sawcut Bituminous Pavement 620 LF $3.00 t $1, 860.00 8 Salvage Sign Type C 12 EA $15.00 $180.00 ' 9 Common Excavation 26500 CY $5.00 $132,500.00 10_ Granular Borrow (LV) 3000 CY $6.00 $18,000.00 11 Sub grade Preparation 31 Rd Sta $170.00 $5,270.00 12 Aggregate Base 100% Crushed 8" 5150 TN $8.00 $41,200.00 13 Type 41 Wearing Course 2" 1160 TN $24.00 $27,84 14 1 Type 31 Base Course Mix 2" 1160 TN $23.00 ' $26,680.00 15 Bituminous Driveway Pavement 415 SY $17.00 $7,055.00 16 18 Tack Coat Concrete Curb & Gutter Design B -618 525 6500 Gal LF $1.20 $7.00 $630.00 $45,500.00 20 Traffic Control 1 LS $5,000.00 $5,000.00 21 8" Concrete Driveway Pavement 625 SY $35.00 $21,875.00 22 F &I Sign Panels Type C 75 SF $20.00 $1, 500.00 23 F &I Sign Panels, Type D 8 EA $225.00 $1,800. 24 1 25 4" Solid Double Line - Yellow Epoxy 12" Solid Double Line - White Paint 2900 2900 LF LF $0. $0.35 $2,32 0.00 $1,015.00 26 12" Crosswalk Line - White Epoxy 160 LF $5.00 $800.00 27 12" Solid Double Line - White Paint 160 LF $2.00 $320.00 28 8" Bituminous Trail 2625 SY $10.00 $26,250.00 29 Sodding w /4" Topsoil) 16000 SY $2.00 ! $32,000.00 Subtotal +10% Contingencies Subtotal +30% Administrative $439,475.00 $43,947.50 $483,422.50 $145,026.75 Grand T otal $628,449.25 City of Rosemount - Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 YY x B Aiiiiiink 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208 - 112 -01 Schedule A - Streets - Cimarron Avenue (Dodd Boulevard to 145 " Street West Opinion of Probable Cost Item No. Description Quantity Unit Unit Cost Total 1 Mobilization 1 LS $5,000.0 $5,000.0 - 2 Remove Curb & Gutter 120 LF $2.00 $240.00 3 I Remove Sewer Pie Storm 50 LF $7.00 $350.00 4 Remove Manhole or Catch Basins 5 EA $300.00 $1,500. 5 Remove Bituminous Pavement 2100 SY $2.00 $4,200.00 6 Sawcut Bituminous Pavement 200 LF $3.00 $600.00 7 Salvage Sign Type C 1 EA $15.00 $15.00 8 1 Common Excavation 1500 CY $5.00 $7,500.00 J 9 Granular Borrow (LV) 825 CY $6.00 $4,95 10 Sub grade Preparation 6 Rd Sta $75.00 $450.00 11 Aggregate Base 100% Crushed 8" 950 TN $8.00 $7,600.00 12 Type 41 Wearing Course 2" 200 TN $24.00 $4,800.00 13 Type 31 Base Course 2" 200 TN $23.00 $4,600.00 14 15 Bituminous Driveway Pavement Tack Coat 100 100 SY Gal $17.00 $1.20 $1,700.00 $120.0 16 ! Concrete Curb & Gutter Desi B -618 17 Traffic Control 1280 1 LF LS $7.00 $1,000.0 $8,960.00 $1,000.00 18 8' Concrete Driveway Aron 75 SY $35.00 $2,625.00 19 F &I Sign Panels, Type C 6.25 SF $20.00 $125.00 20 F&I Sign Panels, Type D 1 EA $225.00 $225.00 21 22 4" Solid Double Line - Yellow Epoxy 4" Solid Double Line - Yellow Paint 600 600 LF LF $0.80 $i 0 35 $480.00 $210.00 23 Sodding w /4" Topsoil) 1350 SY $2.00 r $2,700.00 24 Easement Acquisition 1 I LS $7,000.0 $7,000.00 Subtotal +10% Contingencies $66,950.00 $6,695.00 Subtotal ! $73,645.00 +30% Administrative $22,093.50 Grand Total $95,738.50 City of Rosemount - Feasibility Report 2000 Street and Utility Reconstruction Project A City Project No. 316 WSB S.A.P. No. 208- 112 -01 WSB Project No. 1210.00 &°'°.'"c. 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208-112-01 Schedule B - Sanitary Sewer - Dodd Boulevard (West of Shannon Parkway) Opinion of Probable Cost Item No. Description Quantity Unit V WL I.VJ. Total 1 Remove Bit. Pavement 710 SY $2.00 $1,420.00 2 Salvage CMP Culverts 3 EA $200.00 $600.00 3 Sawcut Bituminous Pavement 160 LF ! $3.00 $480 .00 4 Irregular Width Paving 535 SY I $20.00 5 Bituminous Driveway Pavement 175 SY� $17.00 _$10,700.00 $2,975.00 6 Connect to Existing Sanitary Manhole 1 EA $500.00 $500.00 7 4" PVC Sewer Pipe - SDR 26 205 LF $12.00 $2,460.00 8 8" PVC Sewer Pipe SDR 35 830 LF $15.00 $12,450.00 9 Construct 48" Dia. Sanitary Manhole 26 LF $ 130.00 $3,380.00 10 Casting Assembly 2 EA $300.00 $600.00 11 8" x 4" PVC W es 4 EA $50.00 $200.00 12 Sodding w /4" Topsoil) 2500 SY $2.00 $5,000.00 13 Traffic Control 1 LS $1,000.00 $1,000.00 Subtotal +10% Contingencies Subtotal +30% Administrative $41,765.00 $4,176.50 $45,941.50 $13,782.45 Grand Total $59,723.95 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208-112-01 Opinion of Probable Cost Schedule B - Sanitary Sewer - Cimmaron Avenue (Dodd Boulevard to 145 ' Street West) Item No. Description Quantity Unit Cost Unit Total 1 Remove Sanitary Manhole 3 EA $300.00 $900.00 2 _ Remove Sewer Pie 100 LF $7.00 $700.0 3 8" PVC Sewer Pipe SDR 35 100 LF $15.00 $1,500.00 4 5 Construct 48" Dia. Sanitary Manhole Castin Asseibly 18 2 LF EA $130.00 $2,340 $300.00 i $600.00 Subtotal $6,040.00 +10% Contingencies $604.00 Subtotal $6,644.00 +30% Administrative $1,993.20 Grand Total $8,637.20 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project ,,/,� City Project No. 316 ' SB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 �n :rocrmu,r�. C' 1 1 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208-112-01 Schedule C - Watermain - Dodd Boulevard (Shannon Parkway to Chippendale Avenue) Opinion of Probable Cost Item No. Description Quantity Unit 1 Unit Cost Total 1 8" DIP Class 52 2230 LF $19.00 ! $42,37 y 2 6" DIP Class 52 150 LF $17.00 $2,550.00 3 8" Gate Valve 3 EA $600.00 $1,800.00 4 6" Gate Valve 6 EA $450.00 $2,700.00 5 16" x 8" Wet Tap w/Tapping Valve 2 EA $2,000.0 $4,000.00 6 ' Hydrant 5 EA $1,400.0 $7,000.00 7 Connect to Existing Watermain 2 EA $500.00 $1,000.00 8 Ductile Iron Fittings 1750 1 LB $1.50 $2,625.00 9 4" Polystyrene Insulation 20 SY $20.00 $400.00 Subtotal +10% Contingencies Subtotal +30 % Administrative $64,445.00 $6,444.50 $70,889.50 $21,266.85 Grand Tot $92,156.35 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 WSB AnimiiiiiL & Amd .I= t 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208-112-01 Schedule C - Watermain - Cimarron Avenue (Dodd Boulevard to 145 Street West) Opinion of Probable Cost Item No. Description _ _ Quantity Unit Unit Cost Total 1 Remove 6" Watermain 700 LF $7.00 $4,900.00 y 2 3 Remove Copper Service Remove Hydrant 56 1 LF EA $2.00 $400.00 $112.00 $400.00 4 Remove Gate Valve 2 EA $100.00 $200.00 5 Remove Curb Stop & Box 4 EA $25.00 $100.00 6 7 1 8" DIP CL 52 8" Gate Valve 680 3 LF EA $19.00 $600.00 $12,920.00 $1,800.00 8 Connect to Existing Watermain 3 EA $500.00 $1,500.00 9 Connect to Existing Service 4 EA $250.004 $1,000.00 10 1" Corporation Stop 1 EA $50.00 $50.00 11 2" Corporation Stop 3 EA $100.00 $300.0 12 1" Curb Stop & Box 1 EA $90.00 $90.00 13 2 "Curb Stop & Box 3 EA $200.00 $600.00 14 1" T e K Copper 14 LF $8.00 $1 12.00 15 2" Type K Copper 42 LF $14.00 $588.00 16 Ductile Iron Fittings 400 LB $1.50 $600.00 17 Temporary Water Service 1 LS $5,000.00 $5,000.00 Subtotal +10% Contingencies Subtotal +30% Administrative $30,272.00 $3,027.20 $33,299.20 $9,989.76 Grand Tot $43,288.96 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 YY SB 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208 - 112 -01 Schedule C - Watermain - Dodd Boulevard (House No's 14785,14793,14800) Opinion of Probable Cost Item No. Description Quantity Unit Unit Cost Total 1 8" DIP Class 52 360 LF $19.00 $6,840.00 2 6" DIP Class 52 5 LF $17.00 $85.00 3 Jack or Auger 16" Casing Pie 80 LF $250.00 $20,000.00 4 6" Gate Valve 1 EA $450.00 $450.00 5 Hydrant I EA $1,400.00 $1,400.00 6 Connect to Existing Watermain 1 EA $500.00 $500.00 7 8 Ductile Iron Fittings 1" Type K Copper 315 115 LB LF $1.50 $8.00 $472.50 $920.00 9 1" Corporation 3 EA $50.00 $150.00 10 1" Curb Stop & Box 3 EA $90.00 $270.00 11 Sawcut Bituminous Pavement 110 LF $3.00 $33 0.00 12 Remove Bituminous Pavement 165 SY $2.00 $330.00 13 Irregular Width Paving 80 SY $20.00 $1,600.00 14 Bituminous Driveway Pavement 85 SY $17.00 $1,445.00 15 Remove and Replace Rock Garden 1 LS $500.00 $500.00 ' F 16 Sodding w /4" Topsoil) 775 SY $2.00 $1,550.00 Subtotal +10% Contingencies Subtotal +30% Administrative $36,842.50 $3,684.25 ! $40,526.75 $12,158.03 Grand Total 1 $52,684.7 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project /,/,� City Project No. 316 WSB S.A.P. No. 208 - 112 -01 Aiiiiii- WSB Project No. 1210.00 &Assm1wes. Im 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208-112-01 Schedule C - Watermain - Dodd Boulevard (House No. 14888) Opinion of Probable Cost City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 W B .........._._._. sass «•fares, ice. Unit Item No. Description Quantity Unit Cost Total 1 1" Type K Copper 75 LF $8.00 $600.00 2 1" Corporation 1 EA $50.00 $50.00 3 1" Curb Stop & Box 1 EA $90.00 $90.00 Subtotal 1 $740.00 +10% Contingencies $74.00 Subtotal $814.00 +30% Administrative $244.20 Grand To tal $1,058.20 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 W B .........._._._. sass «•fares, ice. ' 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208-112-01 Schedule D - Storm Sewer - Dodd Boulevard (Shannon Parkway to Chippendale Avenue) Opinion of Probable Cost Item No. Description Quantity Unit Unit Cost Total 1 15" RC Pipe Apron w /Trash Guard 1 EA $600.00 $600.00 2 18" RC Pipe Apron w /Trash Guard 1 EA $700.00 $700.00 3 15" RC Pipe Sewer Des. 3006 CL V 1432 LF $21.0 $30,072.00 4 _18" RC Pipe Sewer Des. 3006 CL III 1072 LF $23.0 $24,656. 5 Const. Drainage Structure Des. 48 -4020 33.4 LF $150.0 $ 5,010.00 6 Const. Drainage Structure Des. 60 -4020 15.6 LF $200.0 $3,120.0 i 7 Const. Drainage Structure Des. 724020 8.2 LF $275.09 $2,255.00 8 Const. Drainage Structure Des. Spec 1 2' x 3' CB 26 EA $1,000.00 $26,000.00 9 Castin Assembl 12 EA $300.00 $3,600.00 10 1 Connect to Existing Storm Sewer 2 EA $500.00 $ 1,000.0 0 1 l Random Rip Rap CL IV 15 CY $60.0 $900.00 12 Geotextile Fabric Type IV 21 SY $2.00 $42.00 Subtotal $97,955.00 +10% Contingencies $9,795.50 Subtotal I I, $107,750.50 +30% Administrative $32,325.15 Grand Total $140,075.65 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 WSB S.A.P. No. 208 - 112 -01 Aiwibilia WSB Project No. 1210.00 &Au"Fxa, Inc. 2000 Street & Utility Reconstruction Project Opinion of Probable Cost Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208-112-01 Schedule D - Storm Sewer - Cimarron Avenue (Dodd Boulevard to 145 " Street West) Item No. Description Quantity Unit Unit Cost Total 1 15" RC Pipe Sewer Des. 3006 CL V 48 LF $21.0 $1,008.00 2 Const. Drainage Structure Des. 72 -4020 4.5 LF $275.0 $1,237.50 3 Const. Drainage Structure Des. Spec. 1 (2'x T CB 4 EA $1,000.001 $4,000.00 4 Connect to Existing Storm Sewer 3 EA $500.001 $1,500.00 Subtotal $7,745.50 +10% Contingencies $774.55 Subtotal $8,520.05 +30% Administrative $2,556.02 Grand Total $11,076.07 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project 1, A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 &'�" ° °""`�'"` ' 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208-112-01 u Opinion of Probable Cost Schedule E - Fire Station (Parking Lot Improvements) - Option 1 Item No. Description Quantity Unit Unit Cost Total i 1 I Remove Curb & Gutter 440 LF $2.0 $8 80.00 2 Remove Bituminous Pavement 510 SY $2.00 $1,020.00 , 3 Remove Sidewalk 50 SF $0.80 $40.00, 4 Saw Cut Bituminous Pavement 425 LF $3.00 $1,275.00 5 Relocate Sign 2 EA $100.0 $200.0 fi R elocate Light Poles (2) 1 LS $2,000.0 $ 7 Common Excavation 550 CY $5.00 $2,750.00 8 Granular Bon ow (LV) 370 CY $6.00 $2,220.00 9 Concrete Curb & Gutter 500 LF $6.50 $3,250.00 10 Aggregate Base 100% Crushed 8" 360 TN $8.09 $2,880.00 11 Bituminous Wearing Course 3" 150 TN $24.0 $3,600.00 12 4" Concrete Walk 200 SF $2.501 $500.00 13 4" Solid Line White - Epoxy 750 LF $0.8 $600.00 14 Sodding w /4" topsoil) 470 SY $2.0 $940.00 15 Landscaping 1 LS $1,000.00 $1,000.00 16 Construct Drainage Structure Des. Spec 1 2 EA $1,000.00 $2,000.00 17 15" RC Pipe Sewer Des. 3006 CL V 40 LF $21.00 $840.00 18 19 Connect to Existing Storm Sewer Transplant Tree 2 1 3 EA EA $500.00 $300.00 $1,0 $900.00 Subtotal +10% Contingencies Subtotal +30% Administrative $27,895.00 $2,789.50 $30,684.50 $9,205.35 Grand Total $39,889.85 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project A City Project No. 316 WSB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 &.0sodawh. F1 n 2000 Street & Utility Reconstruction Project Street & Utility Improvements and Appurtenant Work City of Rosemount Project No. 316 S.A.P. 208-112-01 Schedule E - Fire Station (Parking Lot Improvements) - Option 2 Opinion of Probable Cost Item No. Description Quantity Unit Unit Cost Total 1 Common Excavation 520 CY $5.0 $2,600.00 2 Granular Borrow V 370 CY $6.O0 $2,220.00 3 Concrete Curb & Gutter Design B -612 310 LF $6.50 $2,015.00 4 Aggregate Base 100% Crushed 8" 725 SY $0.00 5 Bituminous Wearing Course 3" 135 TN $24.00 $3,240 j 6 ! 4" Concrete Walk 1600 SF $2.50 $4,000.00 7 Sodding w /4" Topsoil) 335 SY $2.0 $670 .00 8 Landscaping 1 LS $1,000.00 $1,000.00 9 4" Solid Line White - Epoxy 600 LF $0.8 $480.00 Subtotal $16,225.00 +10% Contingencies $1,622.50 Subtotal $17,847.50 +30% Administrative $5,354.25 Grand Total $23, City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 rY SB AIMIM� & emu. I= City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 rY SB AIMIM� & emu. I= Total Project Costs Schedule A - Streets - Dodd Boulevard (Shannon Parkway to Chippendale Avenue) $628,449.25 Schedule A - Streets - Cimarron Avenue (Dodd Boulevard to 145` Street West) $95,945.85 Schedule B - Sanitary Sewer - Dodd Boulevard (West of Shannon Parkwav) 79.195 - Schedule B - Sanitary Sewer - Cimmaron Avenue (Dodd Boulevard to 145' Street West) I $8,637.20 Schedule C - Watermain - Dodd Boulevard (Shannon Parkway to Chippendale Avenue) $92,156.35 Schedule C - Watermain - Cimarron Avenue (Dodd Boulevard to 145' Street West) $43,288.96 Schedule C - Watermain - Dodd Boulevard (House No's 14785, 14793, 14800) $52,684.78 Schedule C - Watermain - Dodd Boulevard (House No. 14888) $1,058.20 Schedule D - Storm Sewer - Dodd Boulevard (Shannon Parkway to Chippendale Avenue) $140,075.65 Schedule D - Storm Sewer - Cimarron Avenue (Dodd Boulevard to 145' Street West) $11,076.07 Schedules A - D $1,133,096.26 Schedule E - Fire Station Parking Lot Improvements (Option 1) $39,889.85 Total - Schedules A - E (Option 1) $1,172,986.11 Schedule E - Fire Station Parking Lot Improvements (Option 2) $23,201.75 Total - Schedules A - E (Option 2) $1,156,298.01 City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 WSB & Associates, lnc, 1 APPENDIX C TRAFFIC COUNTS / PAVEMENT DESIGN ' City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project A /� City Project No. 316 ' SB S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 Page 29 1999 TRAFFIC COUNTS /` * COUNTS TAKEN IN SEPTEMBER, 1999 ALL OTHERS TAKEN IN OCTOBER, 1999 - 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 350 Westwood Lake Office A 8441 Wayzata Boulevard — Reconstruction Project WS B Minneapolis, MN 55426 512541 -4800 TRAFFIC COUNTS Figure Number & Aesociules, lnc. FAX 541 -1700 11 INFRASTRUCTURE - ENGINEERS - PLANNERS Rosemount, Minnesota i I Ij1- I l,_ it' '-t I 0 A00 800 * COUNTS TAKEN IN SEPTEMBER, 1999 ALL OTHERS TAKEN IN OCTOBER, 1999 - 2000 Street and Utility WSB Project No. 1210.00 Date: February 15, 2000 350 Westwood Lake Office A 8441 Wayzata Boulevard — Reconstruction Project WS B Minneapolis, MN 55426 512541 -4800 TRAFFIC COUNTS Figure Number & Aesociules, lnc. FAX 541 -1700 11 INFRASTRUCTURE - ENGINEERS - PLANNERS Rosemount, Minnesota i I Ij1- I l,_ it' '-t I 743,100 BITUNIINOUS PAVEMENT DESIGN Dodd Boulevard Date: 4- Feb -00 C.P. 31 Rosemount. MN WSB Project No.: 1210.00 208 - 112 -01 Present Average Daily Traffic (ADT) : 1735 Annual Growth Factor (0 % -6 %) : 3.50% Number of Lanes: 2 ' Design Years: 20 Design Year Projection Factor: 1.99 Time Growth Factor: 28.28 20 Year Projected ADT : 3452 ' "R" Value: 70 Bituminous Pavement Design Strength (7, 9, or 10 Ton) : 9 Design Lane AADT : 1726 PRESENT DAILY N18 CALCULATION: Vehicle Metro Design Metro Design Lane Type % of ADT Distribution N18 Factor Daily N18 ' 1 83.50% 1441 0.0004 0.58 2 9.00% 155 0.007 1.09 3 1.60% 28 0.01 0.28 ' 4 1.80% 31 0.25 7.77 5 0.50% 9 0.58 5.01 6 0.30% 5 0.39 2.02 7 0.40% 7 0.51 3.52 8 2.40% 41 1.13 46.81 9 * ** 10 0.50% 9 0.57 4.92 11 2.40 Present Daily N18 : 71.99 ' gn (sigma N18) = 365 x (time growth factor) x (present daily N18) : Granular Equivalent Required: 14.50 Granular Equivalence Calculation G.E. Granular Inches Materia Factor Equivalence 2 2341, 2361 Bituminous Wear 2.00 4.00 ' 2331 Bituminous Wear 2.00 2331 Bituminous Binder 2.00 2 2331 Bituminous Base 2.00 4.00 ' 8 Cl. 5, Cl. 6 Aggregate Base 1.00 8.00 Cl. 3, Cl. 4 Aggregate Base 0.75 Select Granular Material 0.50 ' Total G.E. 16.00 The Total G.E. Meets or Exceeds The Required G.E. 743,100 APPENDIX D PRELIMINARY ASSESSMENT ROLL City of Rosemount — Feasibility Report 2000 Street and Utility Reconstruction Project City Project No. 316 S.A.P. No. 208 - 112 -01 WSB Project No. 1210.00 Page 30 W SB & .9ssociares, lnc. M M i M M M M M M M M M M M M M M M M PID 34 -03010 -010-85 Fee Owner Vernon R. Kelley Total Property Address Parcel Frontage 14515 Dodd Blvd ( 1 330.8 Street Assessment $11,578.00 Water Sewer Total Assessment Assessment Assessment $11,578.00 34 -03010 -010 -90 Markus N. Chouliaris & Athanasia Braun 14537 Dodd Blvd 2 217.2 $7,602.00 $7,602.00 34- 17350-010 -01 Cimarron Village Townhouses Ltd Ptnshp # 7900 International Drive, Sulti 210 3 927.4 $32,459.00 $32,459.00 34-03010- 016 -88 Noukune Bouthavong & Phouthone Xayachack ## 14619 Dodd Blvd 4 313.3 $4,800.50 $4,800.50 34 -03010-010 -87 M. W. Johnson Const. Inc. # 14635 Dodd Blvd 5 316.1 $11,063.50 $11,063.50 34 -03010 -016 -86 Karl F. Hensiek 6 212.5 $7,43750 $7,437.50 34-03010 - 015-86 City of Rosemount 7 $0.00 NA Wensmann 9th and 10th Additions "" NA 8 $86,124.00 $86,124.00 34- 66600 -010 -01 City of Rosemount (Fire Station) 9 $0.00 34 16401 - 070 - 01 Kory M & Lynne E Halterman 14785 Crestview Ave. 10 $0.00 34- 16401 -080 -01 Virginia L Berg 3955 147th Street West 11 $0.00 34- 16401 -090-01 Thomas F & Patti J Jeffrey 3945147th Street West 12 $0.00 34- 16401 - 100 -01 Roger W & Helen T. Schmidt 3929147th Street West 13 $0.00 34 -16401 -110 -01 Robert K & Sun O Lake 3915147th Street West 14 $0,00 34- 16401 -120 -01 Orville & Jacqueline Sells 3901 147th Street West 15 $0,00 34- 16401 -130 -01 Scott A Rees 3885 147th Street West 16 $0.00 34- 16401 -140-01 Keith A & Sandra L Holm 3875 147th Street West 17 $0.00 34- 16403 -010 -01 Johnny E & Donna J Martinez 3855147th Street West 18 $0.00 34- 16403 -020 -01 Clifford D & Diana C Feiock 3835147th Street 19 $0.00 34- 16403 -030 -01 Steven L & Debra K Ferm 3815147th Street West 20 $0.00 34- 16403 -040 -01 William J & Teresa J Huebner 3795147th Street West 21 $0.00 34 -03010 -010 -75 34- 15209 -010 -01 -- � - 34 - - - 1 - 5 - 209 -010 -06 Hubert C Uitdenbo g erd Karen A Danay -- — - 14676 Dodd Blvd T 22 23 i 24 - — I $2,400.00 ---- --J—j— $2,400.00 $0.00 $0.00 1465 Cimarron Ave Mark J & Gina D Petersen 3685146th Street West M M M M M M M M M M M! M M M M i i M i Total Street Water Sewer Total PID Fee Owner Property Address Parcel Frontage Assessment Assessment Assessment Assessment 34- 15209 -010 -00 City of Rosemount (Kidder Park) 25 $0.00 1367145th Street 34- 15209 -040-05 Dakota County HRA 2496145th Street West 26 $0.00 34- 15209 -050 -04 Byron Zeeveld & Nailah H Azzam- 14566 Chrome Ave 27 $0.00 Zeeveld 34 -03010 -030 -95 Fred Uitdenbogero 14540 Dodd Blvd 28 29 166.9 $2,400.00 $2,662.80 $2,400.00 $2,662.80 34 -03010-010 -52 Katrina Walter & Kenneth Walter 14785 Dodd Blvd 34- 03010 -030 -52 Janet R. Oster 14793 Dodd Blvd 30 104.0 $1,908.00 $1,908.00 34 -03010- 050 -52 Patricia J Anderson 14875 Dodd Blvd 31 221.8 $4,641.50 $4,641.50 34-03010 - 100 -52 Jeff G Lacy & Mary A Wolfe 14885 Dodd Blvd 32 92.8 $2,384.00 $2,384.00 34 -03010 -020 -54 Wesley & Diane Rolling 14930 Dodd Blvd 33 140.6 $3,220.50 $3,220.50 34- 03010 -040 -52 Christopher Ostertag 14888 Dodd Blvd 34 343.2 $4,778.40 $6,766.00 $11,544.40 34 -03010 -020 -52 Thomas & Sharon Piekarski 14800 Dodd Blvd 35 186.4 $2,896.80 $2,896.80 Total $165,864.50 $12,246.00 $17,012.00 $195,122.50 *Street Assessments for high- density residential and Commercial property are based on one -half of the cost of a 28'- street, or $35 /front foot * *Water assessments are based on $12 /front foot plus the cost of the service line ** *Sewer assessments are based on $17.50 /front foot plus the cost of the service * ** *Assessments for Wensmann 9th and 10th Additions were collected at the time of development. No new assessments are proposed as part of the reconstruction project. # Includes street frontage on both Dodd Boulevard and Cimmaron Avenue ## This property,is zoned for multi - family residential. However, considering the size of the parcel (= 15,000 SF) and the adjacent development, it is unlikely that anything more than a town home could b d This assessmen p is for 2 residential u