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Home My WebLink About6.n. Receive Feasibility Report/Set Public Hearing-South Rose Park Area Improvements, City Project #325r CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: May 15, 2001 AGENDA ITEM: Receive Feasibility Report /Set Public AGENDA SECTION: Hearing -South Rose Park Area Improvements, City Project Consent #325 PREPARED BY: Bret A Weiss, P.E., Interim City Engineer AGEN ` •' V6 N ATTACHMENTS: Resolution, Feasibility Report APPROVED BY: The South Rose Park Street Reconstruction project was originally included in the C.I.P. for 2000 and was inadvertently left out of last year's construction season. The primary work to be completed involves removal of the pavement and base and all damaged curb & gutter replacement with new street materials. One of the key components of the project originally identified was the storm sewer connection from the "Coming Soon" pond, located at the corner of CSAH 42 and Trunk Highway 3 to Wachter Lake. This pipe was identified in the Stormwater Study as being extended down Canada Avenue. We have identified three options for the storm sewer line that include an option extending down Canada Avenue, an option extending to Wachter Lake along Trunk Highway 3 and the third option extending to the Business Park pond located east along CSAH 42. This item was taken to the May 7th Utility Commission meeting for input. At that meeting was discussed that this storm sewer was identified as part of this project because the pavement was being replaced on Canada Avenue. Based on the estimates of cost, neither the Trunk Highway 3 or the CSAH 42 option would be more economically viable than the Canada Avenue option, therefore including this storm sewer project with the South Rose Park work is not necessary. Consequently, we are recommending the Council remove the storm sewer portion of this project until the second phase of the Trunk Highway 3 project or the "Coming Soon" site is developed. At that time options can be explored for which alternative should be considered. A memo addressing the potential funding of the project is attached for discussion. The turn lane portion will require property acquisition, which may extend that portion of the project to 2002. This time we are requesting you to call for the Public Hearing for the South Rose Park Street rseconstruciion improvements. 1 ne reasiniiity report is attached. RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND SETTING A PUBLIC HEARING FOR THE SOUTH ROSE PARK AREA IMPROVEMENTS, CITY PROJECT #325. COUNCIL ACTION: CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2001 - A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND SETTING THE PUBLIC HEARING FOR SOUTH ROSE PARK AREA IMPROVEMENTS CITY PROJECT #325 WHEREAS, the City Council deemed it necessary and expedient that the City of Rosemount, Minnesota, construct certain improvements, to -wit: City Project #325, South Rose Park Area 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 #325 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 May 15, 2001; 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 #325 and places it on file. NOW THEREFORE IT BE FURTHER RESOLVED, by the City Council of the City of Rosemount that the public hearing be scheduled to consider City Project #325, South Rose Park Area Improvements to be held on Tuesday, June 5, 2001 at 7:30 o'clock p.m. or as soon thereafter as possible, in the Banquet Room of the Community Center. ADOPTED this 15th day of May, 2001. Cathy Busho, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Seconded by: Voted in favor: Voted against 0 ti • N • N Pr South Rose Park Street and Utility Reconstruction Project Canada Avenue, Carrousel Way and 151 st Avenue City Project Number :325 WSB Proj. No. 1305 -002 May 15, 2001 Submitted to: City of Rosemount 2875 145th Street West Rosemount, Minnesota 55068 A 4150 Olson Memorial Highway Suite 300 WSB Minneapolis, MN 55422 763 -541 A800 & Associates, Inc. FAX 763 -541 -1700 for the City of Memorandum To: Honorable Mayor and City Council Members City of Rosemount From: Bret A. Weiss, P.E. Interim City Engineer Date: May 11, 2001 Re: Assessment Options South Rose Park WSB Project No. 1305 -00 The South Rose Park project involves the reconstruction of the existing streets through a commercial area. Currently the CIP does not include any City contribution. Consequently, the method of assessment will have an impact on the City's share of the project. The City has previously used varying methods of assessment computation for commercial properties from a calculated amount based on actual costs to set a rate per front foot. Ultimately the method is subject to proving benefit to the adjoining property owners and has a direct effect on the City contribution. Prior to the public hearing, a method of assessment should be selected from the following options: Option 1: Each property owner within the project area be assessed a base amount of $5,335 plus a lineal front footage cost calculated from 50% of the cost of the street reconstruction. The remaining amount is paid for by the City. This is the language currently stated in the assessment policy. The City's share of the street reconstruction would be $156,500. Option 2 Property owners are assessed 100% of the street reconstruction cost based on a lineal front footage basis. This cost of $76.66 per front foot is less than the rate published in the fee schedule of $92 per front foot. This is mostly because the width of the streets in this area are relatively narrow and most of the curb is salvaged. This option would not require City contribution. The preliminary assessment rolls for each option are attached for your review. F. I WPW/M1305- 001051101 -hmcc. wpd Minneapolis • St. Cloud •Equal Opportunity Employer OPTION 1 SOUTH ROSE PARK STREET & UTILITY RECONSTRUCTION PRELIMINARY ASSESSMENT ROLL CITY OF ROSEMOUNT PROJECT NO. 325 OPTION 1 ($5335 BASE + 50% ASSESSED BASED ON FRONT FOOTAGE COST) COST PER FRONT FOOT: ($558,432.88250 %) / 7285 -> $38.33 Cn Y'S COST PARTICIPATION-> $156,511.44 FRONT FRONTAGE TOTAL PID FEE OWNER PROPERTY ADDRESS BASE AMOUNT FOOTAGE COST ASSESSMENT 347115001004 VERMILLION STATE BANK 107 MAIN STE $5,335.00 151 $5,787.46 11,122.46 VERMILLION MN 55085 347117501001 M DONALD CORP (145/22) AMF OHARE ,335.00 296 $11,344.96 16,879.98 PO BOX 66207 AMF OHARE IL 60666-0207 346463001001 ROSEMOUNT PROPERTIES LLC YVONNE SHIRK $5,335.00 753 $28,8KO7 ,195.67 12700 NICOLLET AVE STE 204 BURNSVILLE MN 55337 -7525 347115003204 INDEPENDENT SCHOOL D ST 196 14445 DU►M ND PATH ,335.00 381 14,602.81 $19,937.81 ROSEMOUNT MN 55068-4143 PROM - 001 LUCY B CARLSON YVONNE SHIRK ,335.00 242 $9,275.27 $14,610.27 12700 NICOLLET AVE STE 204 BURNSVILLE MN 55337 -7525 347117504201 KRAU S FOODS INC P 0 BOX 771 $5,335.00 183 7,013.95 $12,348.95 ALBERT LEA MN 56007 -0771 347115004204 INDEPENDENT SCHOOL DIST # 196 14445 DIAMOND PATH $5,335.00 1004 $38,480.89 ,815.89 ROSEMOUNT MN 55068-4143 347115002202 DAVID J FINNEGAN 25251 CHIPPENDALE AVE S ,335.00 - 227 $8,700.36 $14,035.36 FARMINGTON MN 55024 347115001002 CARL III & MARILYN S HAEDGE 16844 INT RLACH N BLVD $5,335.00 154 ,902.45 $11.237.45 LAKEVILLE MN 55044 346463005001 CJL ENTERPRISES INC 18595 PANAMA AVE ,335.00 412 $15,790.96 $21,125.96 PRIOR LAKE MN 55372 -2818 347115003102 VERMILLION STATE BANK PO BOX 28 $5,335.00 318 12,188.17 17,523.17 VERMILLION MN 55085-0028 347115001003 WILLIAM W & DARLENE BERG 2640170TH ST W ,335.00 610 $23,379.83 $28,714.83 FARMINGTON MN 55024 -9571 347115002902 MICHAEL S MURGIC 3670155TH ST W $5,335.00 151 $5,787.46 $11,122.46 ROSEMOUNT MN 55068 347115002003 WILLIAM W & DARLENE BERG 284017 ST W .00 374 14,334.52 $19,869.52 FARMINGTON MN 55024-0571 347 15002602 ROSE PARK MECHANICAL BLDG PT SHP 15185 CAROUSEL WAY BOX 15 $5,335.00 148 672.48 11,007.48 ROSEMOUNT MN 55068.0015 347115003203 RONALD C EN RIGHT 1618 CLIFF RD E $5,335.00 146 $5,595.83 10,930.83 BURNSVILLE MN 55337 -1300 34 117601001 CARLSON FARMS OF ROSEMOUNT 0 BOX 69 $5,335.00 270 10,348.45 $1083.45 ROSEMOUNT MN 55068-0069 347117602001 DANIEL & GAYLE HUNTINGTON 16210 CRYSTAL HILLS DR 335.00 144 519.17 10,854.17 LAKEVILLE MN 550445811 347115004403 DANIEL E & GAYLE S HUNTINGTON 16210 CRYSTAL HILLS DR $5,335.00 150 $5,749.14 $11,084.14 LAKEVILLE MN 55044 -5811 347115003103 JEROME R CLARKE 3420 150TH ST W 5,335.00 119 ,560.98 $9,895.98 ROSEMOUNT MN 55068 -2756 347117 1 CARLSON FARMS OF ROSEMOUNT PO BOX 69 1 335.00 347 $13,299.67 $18,634.67 ROSEMOUNT MN 55068.0069 341 1001 8 REALTY INC 250 WISCONSIN AVE E $5,335.00 442 $16,940.79 22,275.79 SUITE 1750 MILWAUKEE WI 53202 -4208 341645DO1100 CARLSON PROPERTIES OF ROSEMOUNT 15125 R BERT TR S 335.00 263 10,080.15 $15,415.15 ROSEMOUNT MN 55088-1745 TOTAL _$122,705.001 7285 $279,21644 1,921.44 COST PER FRONT FOOT: ($558,432.88250 %) / 7285 -> $38.33 Cn Y'S COST PARTICIPATION-> $156,511.44 t OPTION 2 SOUTH ROSE PARK STREET & UTILITY RECONSTRUCTION PRELIMINARY ASSESSMENT ROLL CITY OF ROSEMOUNT PROJECT NO. 325 OPTION 2 100% ASSESSED BASED ON FRONT FOOTAGE COST COST PER FRONT FOOT: $558,432.88 / 7285 - $76.66 FRONT TOTAL PID FEE OWNER PROPERTY ADDRESS FOOTAGE ASSESSMENT 347115001004 VERMILLION STATE BANK 107 MAIN ST E 151 11,574.93 VERMILLION MN 55085 347117 1001 MCDONALDS CORP (145/22) AMF HARE 296 22,889.93 PO BOX 66207 AMF OHARE IL 60666-0207 346463001001 ROSEMOUNT PROPERTIES LLC YVONNE SHIRK 753 57,721.34 12700 NICOLLET AVE STE 204 BURNSVILLE MN 55337 -7525 347115003204 INDEPENDENT SCHOOL DIST 196 14445 DIAMOND PATH 381 $29,205.62 ROSEMOUNT MN 55068 -4143 346463004001 LUCYB CARLSON YVONNE SHIRK 242 18,550.55 12700 NICOLLET AVE STE 204 BURNSVILLE MN 55337 -7525 347117504201 KRAUS FOODS INC P O BOX 771 183 $14,027.90 ALBERT LEA MN 58007 -0771 347115004204 INDEPENDENT SCHOOL DIST # 196 14445 DIAMOND PATH 1004 $76,961.79 ROSEMOUNT MN 55068.4143 347115002202 DAVID J FINNEGAN 25251 CHIPPENDAL AVE S 227 17,400.72 FARMINGTON MN 55024 347115001002 CARL III & MARILYN S HAE GE 16844 INT RLACHEN BLVD 154 $11,804.90 LAKEVILLE MN 55044 346483005001 CJL ENTERPRISES INC 18595 PANAMA AVE 412 7 WI,581.93 PRIOR LAKE MN 55372 -2818 347115003102 VERMILLION STATE BANK PO BOX 28 318 $24,376.34 VERMILLION MN 55085-0028 347115001003 WILLIAM W & DARLENE BERG 2840170TH ST W 610 $46,759.65 FARMINGTON MN 55024 -9571 347115002902 MICHAEL S MURGIC 3670155TH ST W 151 $11,574.93 ROSEMOUNT MN 55068 347115002003 WILLIAM W & DARLENE BERG 2840170TH ST W 374 28,669.03 FARMINGTON MN 55024 -9571 347115002602 R E PARK MECHANICAL BLDG PTRSHP 15185 CAROUSEL WAY BOX 15 1 11,344.96 ROSEMOUNT MN 55068 -0015 347115W 3 RONALD C EN RIGHT 1618 CLIFF RD E 146 $11,191.65 BURNSVILLE MN 55337 -1300 3471176rlO CARLSON FARMS OF ROSEMOUNT PO BOX 69 270 $20,696.89 ROSEMOUNT MN 55068 -0069 347117602001 DANIEL & GAYLE HUNTINGT N 16210 CRYSTAL HILLS DR 144 11,038.34 LAKEVILLE MN 550445811 347115004403 DANIEL E & GAYLE S HUNTINGTON 16210 CRYSTAL HILLS DR 150 $11,498.27 LAKEVILLE MN 55044 -5811 7115003103 JEROME R CLARKE 34201507 ST W 119 $9,121.96 ROSEMOUNT MN 55068 -2756 347117603001 CARLSON FARMS OF ROSEMOUNT PO BOX 69 97 T2 ROSEMOUNT MN 55068-0069 341645001001 S & G REALTY INC 250 WISCONSIN AVE E 442 $33,881.58 SUITE 1750 MILWAUKEE W153202 -4208 341645001100 CARLSON PROPERTIES OF ROSEMOUNT 15125 ROBERT TR S 263 $20,160.31 ROSEMOUNT MN 55068 -1745 TO AL 7285 558.432.88 COST PER FRONT FOOT: $558,432.88 / 7285 - $76.66 1 FEASIBILITY REPORT SOUTH ROSE PARK STREET AND UTILITY RECONSTRUCTION PROJECT 151" Street (Chippendale Avenue to Canada Avenue) Canada Avenue (CSAH 42 to T.H. 3) Carrousel Way (Chippendale Avenue to 151s' Street) City of Rosemount City Project No. 325 May 15, 2001 Prepared By: WSB & Associates, Inc. 4150 Olson Memorial Highway, Suite 300 Minneapolis, MN 55422 (763) 541 -4800 (763) 541 -1700 (Fax) May 15, 2001 Honorable Mayor and City Council City of Rosemount 2875 145 Street West Rosemount, MN 55068 -4997 Re: Feasibility R ty p South Rose Park Street and Utility Reconstruction Project City of Rosemount Project No. 325 WSB Project No. 1305 -002 Dear Mayor and Council Members: 'transmitted herewith is a feasibility report which addresses street and utility improvements on 151 st Street (Chippendale Avenue to Canada Avenue), Canada Avenue (CSAIi 42 to T.H. 3), and Carrousel Way (Chippendale Avenue to 151S Street). We would be happy to discuss this report with you at your convenience. Please don't hesitate to contact me at (763) 287 -7190 if you have any questions regarding this report. WSB & Associates, Inc. Bret A. Weiss, P.E. President Minneapolis • St. Cloud • Equal Opportunity Employer CERTIFICATION ' City of Rosemount — Feasibility Report - South Rose Park Street and Utility Reconstruction Project )�/ /�+� City Project No. 325 _ ..... __...._- WSB Project No. 1305-00 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Bret A. Weiss, P.E. Date: May 15, 2001 Lic. No. 20753 OZ a -gvd ............ ............................... isoo algvgo cd fo uozuzdp OZ a$ ................ ............................... ........ S XIQArgddv ZI aSvd ....................... .... sa ZI affvd ......... .......... .......... ....................... 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L V, 9I d I L d S0 . 7Y'.L.LIMSATVff.L JO ?Ig.L.Lg7 199HS 971LL SZAIaZmoa AO a'IavZ In I EXECUTIVE SUMMARY City Project No. 325 provides for the reconstruction of 151S Street from Chippendale Avenue to Canada Avenue, Canada Avenue from CSAH 42 to TH 3, and Carrousel Way from Chippendale Avenue to 151" Street. This project also addresses the potential removal and replacement of defective sections of sanitary sewer on Canada Avenue. The Stormwater Management Plan identifies the construction of a trunk storm sewer outlet from the NW quadrant of TH 3 and CSAH 42 to Wachter Lake. This storm sewer will serve as an outlet for the proposed "Coming ' Soon" pond and the storm sewer for the TH 3 reconstruction project. This pipe was proposed in the stormwater management plan to be constructed along Canada Avenue. Three options for this storm sewer are identified within this feasibility report. The project includes the reconstruction of approximately 3,700 feet of 36 -foot wide urban section ' streets, including bituminous paving, B -618 concrete curb and gutter, storm sewer, sanitary sewer, and a right turn lane at CSAH 42 and Canada Avenue. ' Funding for the project will consist of assessments, 2001 Capital Improvement Plan (CIP) funds and utility funds, as necessary. The project can be completed, including all paving and restoration items in 2001. The assessment hearing will be held in the fall of 2001. This ro'ect is feasible, necessary and cost - effective from an engineering standpoint and should p J be constructed as proposed herein with the exception of the storm sewer outlet, which should be ' delayed until necessary. n 0 0 0 City of Rosemount — Feasibility Report South Rose Park Street and Utility Reconstruction Project /� / SB City Project No. 325 WSB Project No. 1305 -00 e 0 ' 1 INTRODUCTION ' 1.1 Authorization ' On January 15, 2001, the Rosemount City Council authorized the preparation of an engineering feasibility report for the South Rose Park Street and Utility Reconstruction Project. This prof ect has been designated as City Project No. 325. 1.2 Scope ' This project provides for the reconstruction of 151 Street from Chippendale Avenue to Canada Avenue, Canada Avenue from CSAH 42 to T.H. 3, and Carrousel Way from Chippendale Avenue to 151 Street (See figure 1). A new turn lane from CSAH 42 on to Canada Avenue is proposed to improve access to this area. This project also addresses the potential removal and replacement of the existing sanitary sewer on Canada Avenue. The City of Rosemount's Storm Water Management ' Plan also recommends an 42 "- 48" outlet to be constructed from "Coming Soon Pond" to provide an outlet for this landlocked pond. (See Figure 8) 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 - South Rose Park Street and Utility Reconstruction Project WSB City Project No. 325 __ ............._.....__. ' WSB Project No. 1305 -00 Page I & � L 2. GENERAL BACKGROUND 2.1 Location (See Figure 1) The project location consists of 151' Street from Chippendale Avenue to Canada Avenue, Canada Avenue from CSAH 42 to S.T.H. 3, and Carrousel Way from Chippendale Avenue to 151 Street. 2.2 Project Zoning ' The project area is zoned commercial ' 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 and was originally scheduled for completion during the 2000 construction season. Generally, record drawings for street, storm sewer, sanitary sewer and watermain are available. 2.4 Existing Conditions (See figures 3 -7) Roadway 151 s Street, Canada Avenue, and Carrousel Way are all 36 -foot wide (from ' face -of -curb to face -of- curb), urban section streets with bituminous pavement and concrete curb and gutter. The existing pavement is in fair to poor condition with several sections of curb and concrete driveway aprons damaged and in need of replacement. ' Since most of the curb is in relatively good condition, it is the recommendation of this report that it be preserved to the fullest extent possible. Storm Sewer The proposed project is located in the Wachter Lake Drainage District (WA) as noted in the Rosemount Comprehensive Stormwater Plan. The existing storm sewer system for the project area is limited to collection at the following locations: 151s Street slopes to the west and all storm water is picked up by catch basins located at ' the intersection of 151s Street and Chippendale Avenue. The storm sewer in this intersection consists of an 18" storm sewer pipe which discharges into a 42" trunk storm ' City of Rosemount — Feasibility Report - South Rose Park Street and Utility Reconstruction Project iii SB City Project No. 325 i WSB Project No. 1305 -00 Page 2 � L I sewer line located within Chippendale Avenue, ultimately discharging into Wachter Lake. ' Sidewalk The only walkways within the project area are existing 8 -foot bituminous pathways that are located adjacent to CSAH 42. ' 2.5 Traffic Analysis The project area generally supports typical commercial traffic. No traffic volume study ' was prepared in conjunction with this feasibility report. ' City of Rosemount — Feasibility Report A South Rose Park Street and Utility Reconstruction Project WS City Project No. 325 __-- _.__...I ' WSB Project No. 1305 -00 Page 3 & Asrchwa. L— Carrousel Way slopes to the south and west with the majority of the storm water collected in catch basins located east of Chippendale Avenue. These catch basin outlet to an 18" storm sewer pipe which discharges to Wachter Lake. Canada Avenue drainage splits to the south and north with a high point at the intersection of ' Canada Avenue and 151 St Street. The drainage that flows north is picked up by catch basins located at the intersection of CSAH 42 and Canada Avenue. These drain into a 24" storm ' sewer pipe that discharges north into the CSAH 42 storm drainage system. The drainage that flows to the south is collected by catch basins located at a low point just north of T.H. 3. These discharge into a 15" storm sewer pipe that discharges into Wachter Lake. Watermain The existing watermain network consists of an 8" ductile iron pipe watermain lines within 151S Street and Carrousel Way, and 12" ductile iron pipe ' watermain line within Canada Avenue. All these lines are looped into watermains located within CSAH 42, T.H. 3 and Chippendale Avenue. Sanitary Sewer The existing sanitary sewer within 151" Street consists of an 8" sewer line that flows to the west to a 12" line located within Chippendale Avenue. The existing sanitary sewer within Carrousel Way Street consists of an 8" sewer line that flows to the ' south and then west to a 12" line located within Chippendale Avenue. The existing sanitary sewer within Canada Avenue consists of an 8" sewer line that flows to the north ' to an 8" line that flows north under CSAH 42. These lines were televised February 28, 2001 and all were found to be in fair to good condition except the line within Canada ' Avenue. This line had several deflected joints and damaged service gaskets that result in infiltration flow structural, and proper pipe problems. ' Sidewalk The only walkways within the project area are existing 8 -foot bituminous pathways that are located adjacent to CSAH 42. ' 2.5 Traffic Analysis The project area generally supports typical commercial traffic. No traffic volume study ' was prepared in conjunction with this feasibility report. ' City of Rosemount — Feasibility Report A South Rose Park Street and Utility Reconstruction Project WS City Project No. 325 __-- _.__...I ' WSB Project No. 1305 -00 Page 3 & Asrchwa. L— 0 ' 3. PROPOSED IMPROVEMENTS ' 3.1 Roadway /Storm Sewer ' The improvements are separated into the following three sections: Section 1— Remove and Replace Pavement Section: This option consists of the removal and replacement of the existing street pavement sections while preserving all existing curb and gutter that is in good condition for all ' streets identified above. The street subgrade would be over excavated to a depth of 1 -foot and replaced with granular borrow material (sand) to provide a suitable base. Any ' unsuitable soils found below this depth will also be removed and replaced with granular borrow. Any curb and gutter and concrete driveway aprons that are determined to be in poor condition will be replaced. The street section will consist of 4" of asphalt, 8" of ' aggregate base and 12" of select granular fill. This section has an estimated project cost of $558,500. Section 2 - Remove and Replace Defective Sanitary Sewer Sections on Canada Avenue: ' This part of the project consists of the replacement of defective sections of sanitary sewer on Canada Avenue from CSAH 42 to TH 3. The sanitary sewer replacement is determined necessary to correct structural and infiltration problems and to provide proper flow through 1 the pipe. Recent televising of this line indicated several deflected j oints and damaged service gaskets. This section has an estimated project cost of $20,500. Section 3 - Right -Turn Lane at Canada Avenue and CSAH 42: This section consists of construction of a right -turn lane for eastbound CSAH 42 to southbound Canada Avenue (See figure 3). All construction will be in accordance with Dakota County requirements. This construction will include removal of and relocation of ' the existing curb and gutter and 8 -foot wide bituminous bike trail. The relocation of the existing bike trail will require ten extra feet of right -of -way to be obtained from McDonald's for a length of approximately three hundred feet. Some trees will be relocated or removed to allow room for the relocated bike trail. The construction of this turn lane will also require that an electrical box and light pole located in the southwest ' quadrant of Canada Avenue and CSAH 42 be relocated. The turn lane street section will consist of eight inches (8 ") of bituminous, twelve inches (12 ") of gravel base, and twenty- ' City of Rosemount — Feasibility Report - South Rose Park Street and Utility Reconstruction Project /�/ /�� City Project No. 325 /�l� ' WSB Project No. 1305-00 Page 4 AI l7 i inches 26" of select granular borrow. This improvement is anticipated to be f unded s x ( ) �' p 55% by Dakota County and 45% by the City of Rosemount. The estimated cost for the ' turn lane construction is $90,550.' ' Section 4 — Storm Sewer Outlet for "Coming Soon" Pond This section of the project consists of a 42 " -48" outlet to be constructed from the "Coming Soon" pond (designated as 479 in the Rosemount Comprehensive Stormwater Plan) to provide an outlet for the pond and future TH 3 storm sewer. Currently the "Coming Soon" pond is proposed to encompass 2.5 acres of land in the TH 3 /CSAH 42 intersection. The following options propose to increase the constructed storm sewer to a size that reduces the "Coming Soon" pond to less than half the originally proposed size. ' Further, in an effort to explore methods to reduce drainage to Wachter Lake, other outlet locations have been examined. There are 3 options being investigated (See figure 8). Option 1 Route the outlet pipe from the "Coming Soon" pond west along the north side of CSAH 42 then south under CSAH 42, continuing south along the west side of Canada Avenue then south along the west side of TH 3 to Wachter Lake (designated as 2443 in the Rosemount Comprehensive Stormwater Plan) located 950 feet south of Canada Avenue. The storm sewer would have to installed at depth of 20 feet or greater to provide drainage for this area. Protection and/or replacement of existing utilities and structures in Canada Avenue will be expensive during the installation of this storm sewer. Also, access to the commercial sites will be severely disrupted. This alternative has an estimated project cost of $758,000. Option 2 Route the outlet pipe from the "Coming Soon" pond south under CSAH 42, east along ' the south side of CSAH 42 and then south along the west side of TH 3 to Wachter Lake located 950 feet south of Canada Avenue. This alternative does not disrupt Canada Avenue and could be constructed at a later date when necessary. This alternative has an ' estimated project cost of $557,000. ' Option 3 Route the outlet pipe from the "Coming Soon" pond east along the north side of CSAH 42 and continuing east under TH 3 and Chicago Rock Island & Pacific's railroad tracks to the pond designated as 2030 in the Rosemount Comprehensive Stormwater Plan, north of the Rosemount Business Park. This alternative can also be delayed until deemed ' City of Rosemount — Feasibility Report - South Rose Park Street and U dlity Reconstruction Project [�/ /�+� City Project No. 325 /�/�s ' WSB Project No. 1305-00 Page 5 a ' d would need to be delayed to allow for a of Railroad Crossing necessary an y q g permit. This alternative has an estimated project cost of $510,000. These storm sewer improvements include the construction of lateral storm sewer lines to ' serve the project area and accommodate the City of Rosemount standards. Specifically, lateral storm sewer facilities will be designed to carry the storm water runoff from a 10- year rainfall event. No improvements to the existing storm sewer are proposed within this ' project. 3.2 Watermain No improvements to the existing watermain are proposed with this project. ' 3.3 Pathway/ Sidewalk ' 300 feet of the existing 8' bituminous pathway along CSAH 42 will have to be removed and relocated due to right turn lane construction. Addition sections of the existing 8' ' wide bituminous pathway that is located adjacent to CSAH 42 may require removal and replacement due to possible reconstruction of the existing sanitary sewer and new construction of storm sewer depending on what option is chosen. No new pathways or ' sidewalks are proposed with this project. 3.4 Street Lights The existing street lights within the project limits are adequate and will remain in place. ' 3.5 Right -of -Way and Easements ' An additional 10' of right -of -way along CSAH 42 turn lane will need to be obtained for the bike trail relocation. I Some easements for the future storm sewer outlet may need to be acquired. City of Rosemount — Feasibility Report - South Rose Park Street and Utility Reconstruction Project fj/ SB City Project No. 325 /� V ' WSB Project No. 1305 -00 Page 6 a I 3.7 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. It is anticipated that construction would occur in two phases to help alleviate access problems. Detour routes will be discussed with affected property owners during the informational meeting. City of Rosemount — Feasibility Report South Rose Park Street and Utility Reconstruction Project /�/ /�+� City Project No. 325 i�1��.7 WSB Project No. 1305 -00 Page 7 a 4. FINANCING ' 4.1 Cost Opinion ' Detailed cost estimates can be found in the Appendix B of this report. These estimates incorporate 2001 construction costs, and include a 10 contingency factor and all related administrative costs. The administrative costs are estimated at 30% and include legal, ' engineering, fiscal and other administrative items. A summary of the project costs is as follows: Street and Utility Reconstruction Canada Avenue 151 Street Carrousel Way CSAH 42 Turn Lane Canada Avenue Total Streets (Reconstruction) $558,500 1 $510,000 $558,500 Streets (New Construction) *$90,550 $90,550 Sanitary Sewer $20,500 $20,500 Tot $558,500 1 $90,550 1 $20,500 1 $669,550 *Note: ROW acquisition cost not included. Storm Sewer Options for the "Coming Soon" Pond Outlet Total Storm Sewer Option 1 $758,000 Storm Sewer Option 2 $557,000 Storm Sewer Option 3 1 $510,000 ' Note: These estimates do not include any costs for easement acquisitions. City of Rosemount — Feasibility Report - South Rose Park Street and Utility Reconstruction Project )A /�S City Project No. 325 Iris WSB Project No. 1305 -00 Page 8� 1 1 1 1 1 1 1 1 1 1 4.2 Funding Funding for the project will consist of a combination of assessments, 2001 CIP funds, Stormwater Core Fund, and Sanitary Sewer Operating Fund. Funding for the storm water outlet is not included at this time due to the recommended project delay. Since this is a street reconstruction project, the benefitting property owners will be assessed according to City Policy. Funding for the project can be summarized as follows: Funding Summary Assessments & City Costs Sanitary Sewer Operating Fund Dakota County Total Street $603,850 $45,200 $649,050 San. Sewer $20,500 $20,500 Total $603,850 $20,500 1 $45,200 1 $669550 *SKB user fees City of Rosemount — Feasibility Report South Rose Park Street and Utility Reconstruction Project /A-�� City Project No. 325 /�/ WSB Project No. 1305 -00 Page 9 a Aswda(AM I= 5. PROJECT SCHEDULE The proposed project schedule for this improvement is as follows: Receive Feasibility Report ...................................... May 15, 2001 Informational Meeting .......... ............................... May 23, 2001 Public Hearing ................................................ June 5, 2001 Order Plans and Specifications ................................... June 5, 2001 Receive Plans and Specifications / Order Ad for Bids ................ June 19, 2001 Receive Bids ................................................. July 13,2001 Award Contract ............................................... July 17, 2001 Begin Construction .......................................... August 1, 2001 Substantial Construction Completion ............... ... ..... October 15, 2001 Assessment Hearing ...... ........ ..... November, 2001 City of Rosein ount - Feasibility Report South Rose Park Street and Utility Reconstruction Project /�l�lA SB City Project No. 325 WSB Project No. 1305-00 Page 10 6. FEASIBILITY AND RECOMMENDATION Project costs are estimated at $669,550. This cost includes the street reconstruction of Canada Avenue, Carrousel Avenue, and 151 Street, the partial reconstruction of sanitary sewer on Canada Avenue and new turn lane on CSAH 42. Due to the deteriorating condition of the existing streets and some sanitary sewer and the need of improving the local drainage system, we have determined that City Project No. 325 is feasible, necessary and cost - effective from an engineering standpoint. We recommend the reconstruction of the streets and utility improvements as outlined in this report with the exclusion of the storm sewer outlet for the "Coming Soon" pond that should be completed at a later date. City of Rosemount — Feasibility Report South Rose Park Street and Utility Reconstruction Project /� /�+� City Project No. 325 I �/��• WSB Project No. 1305-00 Page 11 e APPENDIX A Figures City of Rosemount — Feasibility Report South Rose Park Street and Utility Reconstruction Project l SB City Project No. 325 __.._._.__ ...... __.. WSB Project No. 1305-00 Page 12 & Awedafm L� i 1° 0 0 1 1 i 1 1 1 1 1 i 1 i 1 1° 0 0 1 N 0 0 1E 1 1 u to � y Er a I °� �a ys� X57 ° w Tq D o a J — — I� Q Nf f 41 1111 HIM HILLB- I TTI �IF4 O 9 _ - -_ , o ROJECT LOCATION) X 0 400 soo - 4150 Olson Memorial Highway South Rose Park Street and Utility WSB Project No. 1305 -002 Date: May 15, 2001 Suite 300 Reconstruction Project WSB Minneapolis, MN 55422 783- 541 -4800 PROJECT LOCATION Figure Number &Associates, /na FAX 763 -541 -1700 Rosemount, Minnesota �L ILS A_H 2 - �� Z �I 346463001001 463004001 ROSEMOUNT B CARLSOI 4 �J ^ PROPERTIES LLC 42 227 154 711 V ARL III Paz MARI YN S HA DGE 8 6 CJ 115002202 47115003102 J FINNEG N ERMILLION So STATE 7501001 LLDS CORP 17504201 FOODS II 5001 ISES INC 347115003 D4 INDEPEND NT SCHOOL DIS # 196 Q 347115004204 INDEPENDENT SCHOOL DIST # 196 OFAI NEB r V 15003203 rn RONALD C ENRIGHT 347115003 JEROME R RKE ` C r �J X 0 zoo 400 4150 Olson Memorial Highway - South Rose Park Street and Utility WSB Project No. 1305-002 Date: May 15 2001 site 300 Reconstruction Project ,/�,[ B Minneapolis, MN 55422 yYJQ 763 - 5414800 Figure Number is s T FM 763-54 1 - 1700 PARCEL IDENTIFICATION Rosemount, Minnesota 2 347115002902 0 347115001003 ICHA Mgo WILLIAM W & DARLENE BERG 7 7 ROSE PARK � R I MECHANICAL ° BLDG PTRSHP 7117602001 17117601001 D IEL & GAYLE $ ° 'LSON FARMS UNTINGTON 34711 ROSEMOUNT DANIEL E & GA 347 17603001 UNTINGTON CARL ON FARMS CI� OF R SEMOUNT�y ` �O o- 263 41845001100 341845001001 'ON PROPERTI S B & G REALTY INC ROSEMOUNT V 1 STATE 7501001 LLDS CORP 17504201 FOODS II 5001 ISES INC 347115003 D4 INDEPEND NT SCHOOL DIS # 196 Q 347115004204 INDEPENDENT SCHOOL DIST # 196 OFAI NEB r V 15003203 rn RONALD C ENRIGHT 347115003 JEROME R RKE ` C r �J X 0 zoo 400 4150 Olson Memorial Highway - South Rose Park Street and Utility WSB Project No. 1305-002 Date: May 15 2001 site 300 Reconstruction Project ,/�,[ B Minneapolis, MN 55422 yYJQ 763 - 5414800 Figure Number is s T FM 763-54 1 - 1700 PARCEL IDENTIFICATION Rosemount, Minnesota 2 iaJ - I eAe Z w W mQ7 n w w a a = a a tO o m I>i ` Ro w r cc ff z 0 151 ST A n Dv / n v.m oz ' n m E3 n Al O � s 2 "13 q z A 1 A �� m 40PINE qq��aajj l rl�u/ SIGN A L—T— 4150 Olson Memorial Highway South Rose Park Street and Utility WSB Project No. 1305 -002 Date: May 15, 2001 - Suite 300 Reconstruction Project WSB Minneapolis, MN 55422 763-541 Figure Number Asmciates, Inc. FAX 763- 541 -1700 Rosemount, Minnesota 3 VICINITY MAP T. S T, 150th ST. 42 151,$7 Alg o a X 11• a w a a J 3 J CARP w OQo a � wa o v 0 50 100 gs��k 7 6 TOP WATER EL.955.77 \ WETLAND / g56.2q ^APRON 1 TOP WATER i EL.955.77 0 0 WETLAND 0 YD 0 i 6 Mg INV.94T.96 4INE 1 i 1 1 1 i 1 a 1� 0 N O - W U O M E INV.15 "APRON 956.24 151 STAVE T VICINITY MA - 4 T. Iq9th 5 T. 150th ST. WSB Project No. 1305 -002 Date: May 15, 2001 42 r / 151 sr B Ass- FAX 763 -541 -1700 AVE i OE rnrn oz W Y Q CARP a A E �Q ^ - WSB Project No. 1305 -002 Date: May 15, 2001 Figure Number / B Ass- FAX 763 -541 -1700 Rosemount, Minnesota OE rnrn oz ' A m I SIGN I � A II � I Z r r � r J p J O al LL/ V h / X • 0 50 100 m� m II> Z \ �o = r / z EN / �II> i - 4150 Olson Memorial Highway Suite 300 SB Minneapolis, MN 55422 rr Q 763541 South Rose Park Street and Utilit y Reconstruction Project WSB Project No. 1305 -002 Date: May 15, 2001 Figure Number B Ass- FAX 763 -541 -1700 Rosemount, Minnesota 4 i 4150 Olson Memorial Highway South Rose Park Street and Utility WSB Project No. 1305 -002 Date: May 15, 2001 - Suite 300 Reconstruction Project SB Minneapolis, MN 55422 763-541-4800 Figure Number &Associates. /nc. FAX 763- 541_1700 Rosemount, Minnesota 5 r u 4150 Olson Memorial Highway South Rose Park Street and Utility W5B Project No. 1305 -W2 Date: May 15, 2001 WSB Suite 300 Reconstruction Project Minneapolis, MN 55422 763.541-4800 Figure Number && Assa- FAX 763 -541 -1700 Rosemount, Minnesota 6 u - 4150 Olson Memorial Highway South Rose Park Street and Utility WSB Project No. 1305 -002 Date: May 15 2001 Suite 300 Reconstruction Project /A /[ B Minneapolis, MN 55422 763- W-4800 Figure Number & As.�aciates, Inc. FAX 763 -541 -1700 Rosemount, Minnesota 0 , V J 7 J 7 F 4150 Olson Memorial Highway South Rose Park Street and Utility VVSB Project No. 1305 -002 Date: May 15, 2001 A Suite 300 Reconstruction Project WSB Minneapolis, MN 55422 763-5414800 STORM SEWER OPTIONS Figure Number R Associates, /nc. FAX 763 -541 -1700 8 Rosemount, Minnesota APPENDIX B Opinion of Probable Cost City of Rosemount — Feasibility Report South Rose Park Street and Utility Reconstruction Project lA /�+j� City Project No. 325 - -- - _ _--- WSB Project No. 1305-00 Page 20� 1 1 1 1 1 South Rose Park Street & Utility Reconstruction Project Opinion of Probable Cost City of Rosemount Project No. 325 Section 1 - Roadway Reconstruction Item No. Description Quantity Unit Unit Cost Total 1 Mobilization 1 LS $11,000.00 $11,000. 2 Clear& Grub 2 TREE $500.00 $1,000.00 3 Remove Curb & Gutter 1600 LF $3.00 $4,800. 4 Remove CUT Culverts 50 LF $5.00 $250.00 5 Remove Bituminous Pavement 14,000 SY $2.00 $28,000.00 6 Remove Concrete Driveway Apron 350 SY $7.00 $2,450.00 7 Adjust Sanitary Manholes 12 EA $500.00 $6,000.00 8 Adjust Gate Valves 6 EA $350.00 $2,100. 9 Sawcut Bituminous Pa vement 700 LF $3.00 $2,100.00 10 Salvage Sign 5 EA $15.00 $75.00 11 Common Excavation 7,515 CY $5.00 $37,575.00 12 Subgrade Excavation 500 CY $7.00 $3,500.00 13 Granular borrow (LV) (12 ") 6,250 CY $8.00 $50,000.00 14 Aggregate Base (100% Crushed) (8 ") 6,600 TN $10.00 $66,000.00 15 Replace Gravel Driveway 30 SY $5.00 $150.00 16 Wearing Course (2 ") 1,650 TN $35.00 $57,750.00 17 Non Wearing Course (2 ") 1,650 TN $35.00 $57,750.00 18 Bituminous Driveway Pavement 400 SY $15.00 $6,000.00 19 Tack Coat 750 Gal $2.00 $1,500.00 20 Concrete Curb & Gutter Design B -618 1,600 LF $7.00 $11,200.00 21 Traffic Control 1 LS $15,000.00 $15,000.00 22 8" Concrete Driveway Pavement 500 SY $35.00 $17,500.00 23 F &I Sign Panels Type C 50 SF $20.00 $1,000.00 24 F &I Sign Panels, Type D 5 EA $225.00 $1,125.00 25 4" Solid Double Line - Yellow Epoxy 3,675 LF $0.50 $1,837.50 26 12" Crosswalk Line - White Epoxy 50 LF $6.00 $300. 27 8" Bituminous Trail 20 SY $10.00 $200.00 28 P Hydrant Extension 4 EA $400.00 $1,600.00 29 Trees 2 EA $300.00 $600.00 30 Shrubs 2 EA $75.00 $150.00 31 Sodding (w /4" Topsoil) 1,000 SY $2.00 $2,000.00 Subtotal +10% Contingencies - Subtotal +30% Administrative $390,512.5 $39,051.25 $429,563.75 $128,869.13 Grand To $558,432.88 South Rose Park Street & Utility Reconstruction Project Opinion of Probable Cost City of Rosemount Project No. 325 Sanitary Sewer Item No. Description Quantity Unit Unit Cost Total 1 Remove Existing PVC Sanitary Sewer 315 LF $10.00 $3,150.00 2 8" PVC SDR 35 Sanitary Sewer 315 LF $22.00 $6,930.00 3 6" PVC SDR 26 Sanitary Sewer 120 LF $22.00 $2,640.00 4 8" x 6" PVC SDR 35 Service Wyes 12 EA $125.00 $1,500.00 Subtotal +10% Contingencies Subtotal +30% Administrativel $14,220.00 $1,422.00 $15,642.00 $4,692.60 Grand Total $20 34.60 South Rose Park Street & Utility Reconstruction Project Opinion of Probable Cost City of Rosemount Project No. 325 Section 3 - CSAH 42 Turn Lane Item No. Description Quantity Unit Unit Cost Total 1 Mobilization 1 LS $1,760.00 $1,760.00 2 Clear & Grub 5 TREE $400.00 $2,000.0 3 Remove Curb & Gutter 655 LF $3.00 $1,965.00 4 Remove Bituminous Pavement 200 SY $2.00 $400.00 5 Remove Bituminous Bike Trail 450 SY $2.00 $900.00 6 Sawcut Bituminous Pavement 570 LF $3.00 $ 1,710.0 7 Salvage Sign 3 EA $15.00 $45.00 8 Common Excavation 1,150 CY $5.00 $5,750.00 9 Subgrade Excavation 100 CY $7.00 $700.00 10 Granular borrow (LV) (26 ") 945 CY - $8.00 $7,560.00 11 Subgrade Preparation 6 Rd Sta $170.00 $1,020.00 12 Aggregate Base (100% Crushed) (12 ") 565 TN $10.00 $5,650.00 13 Wearing Course (3.5 ") 145 TN $35.00 $5,075.00 14 Non Wearing Course (4.5 ") 185 TN $35.00 $6,475.00 15 Tack Coat 40 Gal $2.00 $80.00 16 Concrete Curb & Gutter Design B -618 645 LF $7.00 $4,515.00 17 Traffic Control 1 LS $4,000.00 $4,000.00 18 F &I Sign Panels Type C 18 SF $20.00 $360.00 19 F &I Sign Panels, Type D 1 EA $225.00 $225.0 20 4" Solid Line - White Epoxy 670 LF $0.50 $335.00 21 4" Broken Line - White Epoxy 500 LF $0.50 $250.00 22 8" Bituminous Trail 490 SY $10.00 $4,900.00 23 Transplant Tree 8 EA $600.00 $4,800.00 24 Trees 5 EA $300.00 $1,500.00 25 Shrubs 5 EA $75.00 $375.00 26 Sodding (w /4" Topsoil) 480 SY $2.00 $960.00 Subtotal +10% Contingencies Subtotal +30% Administrative $63,310.00 $6,331.00 $69,641.00 $20,892.30 Grand Totall $90,533.30 Note: I hese costs do not include any right -ot way acquisition City of Rosemontns Cost => $45,336.30 Dakota County will pay 55% of $69,641 (the Construction Cost) + 18% (Eng.) => $45,197.00 South Rose Park Project Opinion of Probable Cost City of Rosemount Project No. 325 Section 4 - Option 1 -Storm Sewer - Through Canada Avenue Item No. Description Quantity Unit Unit Cost Total 1 Remove Curb & Gutter 2500 LF $3.00 $7,500.00 2 Jack 42" Diameter Pipe 100 LF $500.00 $50,000.00 3 48" RC Pipe Apron w/Trash Guard 1 EA $3,500.00 $3,500.00 4 27" RC Pipe Sewer Des. 3006 CL III 43 LF $40.00 $1,720.00 5 36" RC Pipe Sewer Des. 3006 CL 111 502 LF $63.00 $31,626.00 6 42" RC Pipe Sewer Des. 3006 CL III 147 LF $83.00 $12,201.00 7 48" RC Pipe Sewer Des. 3006 CL 111 92 LF $100.00 $9,200.00 8 48" RC Pipe Sewer Des. 3006 CL IV 1514 LF $120.00 $181,680.00 9 48" RC Pipe Sewer Des. 3006 CL V 600 LF $155.00 $93,000.00 10 Const. Drainage Structure Des. 48 -4020 45 LF $150.00 $6,750.00 11 Const. Drainage Structure Des. 60 -4020 241 LF $220.00 $53,020.00 12 Const. Drainage Structure Des. Spec 1 (2' x 3' CB) 4 EA $1,000.001 $4,000.00 13 Casting Assembly 17 EA $300.00 $5,100.00 14 Random Rip Rap CL IV 20 CY $60.00 $1,200.00 15 Geotextile Fabric Type IV 30 SY $2.00 $60.00 16 8" Bituminous Trail 485 SY $10.00 $4,850.00 17 Concrete Curb & Gutter Design B -618 2,500 LF $7.00 $17,500.00 18 8" Concrete Driveway Pavement 150 SY $40.00 $6,000.00 19 Bituminous Driveway Pavement 450 SY $17.00 $7,650.00 20 Pond Excavation 16000 CY $2.00 $32,000.00 21 Silt Fence 200 LF $2.00 $400.00 22 Seeding 1 Acres $1,000.00 $1,000.00 Subtotal +10 %o Contingencies Subtotal +30% Administrative $529,957.00 $52,995.70 $582,952.70 $174,885.81 Grand Total $757,838.51 Note: These costs do not include any pond acquisition u 11 South Rose Park Project Opinion of Probable Cost City of Rosemount Project No. 325 Section 4 - Option 2 -Storm Sewer -Along Highway 3 Item No. Description Quantity Unit Unit Cost Total 1 Jack 36" Diameter Pipe 100 LF $425.00 $42,500.00 2 18" RC Pipe Apron w/Trash Guard 1 EA $800.00 $800.00 3 42" RC Pipe Apron w/Trash Guard 1 EA $2,500.00 $2,500.00 4 18" RC Pipe Sewer Des. 3006 CL IV 43 LF $25.00 $1,075.00 5 36" RC Pipe Sewer Des. 3006 CL IV 436 LF $40.00 $17,440.00 6 42" RC Pipe Sewer Des. 3006 CL III 92 LF $46.00 $4,232.00 7 42" RC Pipe Sewer Des. 3006 CL IV 1500 LF $98.00 $147,000.0 8 42" RC Pipe Sewer Des. 3006 CL V 880 LF $125.00 $110,000.00 9 Const. Drainage Structure Des. 48 -4020 43 LF $150.001 $6,450.00 10 Const. Drainage Structure Des. 60 -4020 219 LF $220.00 $48,180.00 11 Const. Drainage Structure Des. Spec 1 (2' x 3' CB) 4 EA $1,000.00 $4,000.00 12 Casting Assembly 17 EA $300.00 $5,100.00 13 Random Rip Rap CL IV 20 CY $60.00 $1,200.00 14 Geotextile Fabric Type IV 30 SY $2.00 $60.00 15 8" Bituminous Trail 7 90 SY $10.00 $7,900.00 16 Pond Excavation 16000 CY $2.00 $32,000.00 17 Silt Fence 200 LF $2.00 $400.00 18 Seeding 1 Acres $1,000.00 $1,000.00 Subtotal +10% Contingencies Subtotal +30% Administrative $389,337.00 $38,933.70 $428,270.70 $128,481.21 Grand Total $556,751.91 Note: These costs do not include any pond acquisition _l South Rose Park Project Opinion of Probable Cost City of Rosemount "Project No. 325 Section 3 - Option 3 -Storm Sewer -Along CSAH 42 Item No. Description Quantity Unit Unit Cost Total 1 Jack 42" Diameter Pipe 170 LF $500.00 $85,000.00 2 18" RC Pipe Apron w/Trash Guard 1 EA $800.00 $800.00 3 48" RC Pipe Apron wtTrash Guard 1 EA $3,500.00 $3,500.00 4 18" RC Pipe Sewer Des. 3006 CL IV 43 LF $25.00 $1,075.00 5 42" RC Pipe Sewer Des. 3006 CL V 1025 LF $125.00 $128,125.00 6 48" RC Pipe Sewer Des. 3006 CL V 964 LF $155.00 $149,420.00 7 Const. Drainage Structure Des. 48 -4020 46 LF $150.00 $6,900.00 8 Const. Drainage Structure Des. 60 -4020 96 LF $220.00 $21,120.00 9 Const. Drainage Structure Des. Spec 1 (2' x 3' CB) 4 EA $1,000.00 $4,000.00 10 Casting Assembly 12 EA $300.00 $3,600.00 11 Random Rip Rap CL TV 20 CY $60.00 $1,200.00 12 Geotextile Fabric Type IV 30 SY $2.001 $60.00 13 8" Bituminous Trail 350 SY $10.00 $3,500.00 14 Pond Excavation 16000 CY $2.00 $32,000.00 15 Silt Fence 200 LF $2.00 $400.00 16 Seeding 1 Acres $1,000.00 $1,000.00 Subtotal +10% Contingencies Subtotal +30% Administrative $356,700.00 $35,670.00 $392,370.00 $117,711.00 Grand Total $510,081.00 Note: These costs do not include any pond acquisition 1 1 1 1 1