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Home My WebLink About9C - Ring Road Phase III Projec DATE: AGENDA #: PREPARED BY: SUBJECT: JANUARY 21, 2003 9C SUE MCDERMOTT, CITY ENGINEER CONSIDER APPROVAL OF A RESOLUTION, ACCEPTING FEASIBILITY REPORT AND SCHEDULING A PUBLIC HEARING TO CONSIDER CSAH 23/FIVE HAWKS/TRUNK IDGHWAY 13/170TH STREET (RING ROAD, PHASE 3) PROJECT (CITY PROJECT #02-06) DISCUSSION: HISTORY At the November 4, 2002, City Council meeting, Council adopted Resolution No. 02-183 authorizing staff to prepare a Feasibility Report for the realignment and reconstruction of CSAH 23 and Five Hawks Avenue intersection with TH 13, and the third phase of the Ring Road from Duluth to TH 13 as approved by the Council in the 2003-2007 Capital Improvement Program. A map of the project area is included as Exhibit 1 of the Feasibility Report. The proposed project includes street reconstruction, storm sewer, concrete curb and gutter, sidewalk, traffic signalization, sanitary sewer, watermain, and appurtenant work. CURRENT CIRCUMSTANCES The attached report indicates the estimated costs for the project, along with preliminary assessment estimates. At the end of the Feasibility Report, a project financing summary is included to show project cost splits. The total estimated cost of the project is $2,927,830. All of the streets, with the exception of Tower Street east of CSAH 23, have bituminous surfaces, bituminous curb and segments of concrete curb. Street widths vary from 24 feet to 41 feet. Tower Street is currently a gravel roadway. Storm sewer, sanitary sewer, and watermain will be relocated to correspond with new road alignments. Utilities will also be extended east of CSAH 23 along the Ring Road to the TH 13 intersection. The proposed realignment of CSAH 23 requires acquisition of the thrift store parcel located south of the existing intersection of CSAH 23 and 170th Street and a residential parcel located in the southwest quadrant of CSAH 23 and 170th Street. The purchase agreement for the thrift store property is to be considered by the City Council at the February 3,2003 162gQ.J;;ffi9o!~nQ3~~~'i.%F~JhocPrior Lake. Minnesota 55312-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER meeting. Scott County will acquire the residential parcel which is located in Spring Lake Township. In addition, 4,790 square feet of right- of-way needs to be acquired from the McKinley property located on the southeast corner of the proposed Ring Road/CSAH 23 intersection. Staff has met with the property owner regarding the easement. Staff is requesting Council approval to negotiate easement acquisition. The attached resolution would provide such authorization if passed. An informational meeting was held on October 30, 2002. Eight residents were in attendance. The proposed improvements, proj ect schedule and assessments were presented. The only item of concern was the median closure on TH 13 at Creekside Circle. The attached Feasibility Report outlines which portions of the cost for the above projects will be assessed to the benefiting properties. If the Council approves the Feasibility Report, the Chapter 429 special statute requires a public hearing be conducted prior to proceeding with the project to determine if it is to move forward. ISSUES: The special assessment committee met on January 10th at which time the following issues were discussed and recommendations made: Street and Storm Sewer Reconstruction . Five parcels are proposed to be assessed with this project. . Pursuant to the assessment policy, the street and storm sewer reconstruction should be assessed at 40% of the total project cost against four of the benefiting properties. One property is proposed to be assessed at 100% as a first time improvement. . The City will pay for its portion of the assessment for the City- owned property using Municipal State Aid funds. Water and Sanitary Sewer Extension · One parcel is proposed to be assessed for watermain and sanitary sewer at the rate outlined in the 2003 fee schedule ($20/front foot for watermain, $40/front foot for sanitary sewer). Assessment Method . The assessment committee recommends the front footage method due to the fact that lots in the project area are of differing size and/or value. The proposed assessment rates are as follows: CSAH 23 - Paving: $104.60/front foot Ring Road - Paving (100%) $231.55/front foot Ring Road - Paving (40%) $92.62/front foot . When Rademacher's First Addition was approved by the City Council in 1992, the Development Contract provided for future assessments for the upgrade of CSAH 23 and 170th Street (Ring Road). Therefore the Development Contract provisions prevail over G:lAgendalAgenda03\23-5hawks-13FEAS.DOC 2 the City's Assessment Policy. A copy of the provisions from the Development Contract is attached to this report. The cost differential which would have otherwise been assessed to the benefiting properties are proposed to be funded through the City's MSA funds. · A Special Benefit Valuation Analysis was prepared for the parcels proposed to be assessed. The proposed assessments are appropriate according to the analysis. CONCLUSION In summary, the project is feasible from an engineering and economic standpoint. Approval of the Feasibility Report does not grant final approval of any project. FINANCIAL IMP ACT: The improvement project is proposed to be financed by special assessments, Municipal State Aid, MnDOT Cooperative Agreement, Scott County participation, Collector Street fund, and trunk reserve. Funding sources and amounts are as shown below: Street/Storm Sanitary Watermain Right of TOTAL Sewer Way MnDOT $378,000 $378,000 Scott County $400,000 $400,000 Trunk Reserve $147,630 $233,950 $381,850 Assessments $338,190 $27,160 $13,580 $378,930 MSA $1,115,050 $1,115,050 Collector St. $274,000 $274,000 TOTAL $2,231,510 $174,790 $247,530 $274,000 $2,927,830 ALTERNATIVES: The alternatives are as follows: 1. Approve a Resolution accepting the Feasibility Report, directing easement negotiation and establish a Public Hearing date as per the attached Resolution. 2. Table the resolution for a specific reason. 3. Deny the Resolution. RECOMMENDED MOTION: G.lAgendalAgenda03\23-Shawks-13FEAS.DOC 3 I] RESOLUTION 03-~ RESOLUTION ACCEPTING FEASIBILITY REPORT AND CALLING FOR A PUBLIC HEARING ON CSAH 23/FIVE HAWKSITRUNK HIGHWAY 1/170TH STREETITOWER STREET (RING ROAD, PHASE 3) IMPROVEMENT PROJECT (CITY PROJECT #02-06) MOTION BY: ~ SECONDED BY: l fi. WHEREAS, pursuant to Resolution 02-183, the City Council, on November 4,2002, ordered a Feasibility Report to be prepared by the City's Engineering Department with reference to the improvement of CSAH 23/Five HawkslTrunk Highway 13/170th Street/Tower Street (Ring Road, Phase 3); and WHEREAS, the Report provides information regarding whether the proposed project is necessary, cost-effective, and feasible. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA, that 1. The recitals set forth above are incorporated herein. 2. The City Council hereby accepts the Feasibility Report as submitted. 3. The Council will consider the improvement of such streets and areas in accordance with the report and the assessment of property as described in the Report for all or a portion of the cost of the improvements pursuant to Minnesota Statutes Chapter 429 at an estimated total cost of the improvements of $2,927,830. 4. Staff is directed to negotiate for easement acquisition for Ring Road construction. 5. A Public Hearing shall be held on such proposed improvements on the 18th day of February, 2003 at the Fire Station No.1, with the address of 16776 Fish Point Road, City of Prior Lake, Minnesota at 7:30 p.m. Statutory notice and publication requirements shall be followed. Passed and adopted this 21 st day of January, 2003. NO Hau en Blomber LeMair Petersen Zieska Frank Boyles, City Manager Seal} 162gQ.~irt~nl\R,f;;,IOlf-~~Ye~rr~'.&" Prior Lake, Minnesota 553(2-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER .. ~"~--'-"-"--""""-'.-.,--'---~ NOTICE OF PUBLIC HEARING ON CSAH 23/FIVE HAWKS AVENUEITRUNKHIGHWAY 131 170TH STREET IMPROVEMENT PROJECT INCLUDING GRADING, STORM SEWER, AGGREGATE BASE, CONCRETE CURB AND GUTTER, BITUMINOUS SURFACING, SIDEWALKS, TUTILITY IMPROVEMENTS, TRAFFIC SIGNAL AND APPURTENANT WORK IN THE CITY OF PRIOR LAKE, SCOTT COUNTY, MINNESOTA Notice is hereby given that the City Council of the City of Prior Lake, Minnesota will meet in the Council Chambers in Fire Station No.1, 16776 Fish Point Road, on Tuesday, the 18th day of February, 2003 at 7:30 P.M. to consider the improvements for the following streets: PROJECT DESCRIPTION Realignment and reconstruction of CSAH 23. and Five Hawks intersection with Trunk Highway 13 and reconstruction of 1 70th Street and Tower Street from Duluth Avenue to Trunk Highway 13 (Ring Road. Phase 3), including grading, storm sewer, aggregate base, concrete curb and gutter, bituminous surfacing, sidewalks, utility improvements, traffic signal and appurtenant work. The area proposed to be assessed is every lot, piece, and parcel benefiting from said improvement, whether abutting or not, within the following described areas: Portions of the southwest quarter Section 2, Township 114 north, Range 22 west, Scott County, Minnesota. Specific property descriptions are included in the above described area, but not inclusive, are as follows: Property abutting including: Rademacher's First Addition Property south of Tower Street and east of CSAH 23 (Panama Avenue) The Council proposes to proceed under the authority granted by Minnesota Statutes Chapter 429. The total estimated cost of improvements is $2,927,830.00. A reasonable estimate of the impact ofthe assessment will be available at the hearing. 162@Qp@*f8~\&w?el~s'2~J~3\PJt,~~ta 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER All persons desiring to be heard with reference to the proposed improvements will be heard at this meeting. Written or oral comments will be considered. Dated: January 21,2003 By Order of the City Council Isl Frank Boyles City Manager Published in the Prior Lake American, January 25,2003 and February 1, 2003. G:\PROJECTS\2002\06fivehawks-23-13\Pubhearnolice.DOC . ."....~.....~..~..._..~~,-_._..._...,~"._-~~..._~......~,~......"----....--,--.--..---..----....--.... PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE CSAH 23/FIVE HAWKS/TRUNK HIGHWAY 13/170th STREET IMPROVEMENT PROJECT (RING ROAD, PHASE 3) INCLUDING UTILITY IMPROVEMENTS, STORM SEWER, GRADING, CONCRETE CURB, STREET PAVING, SURFACE IMPROVEMENTS, TRAFFIC SIGNAL AND APPURTENANT WORK January 2003 I hereby certify that this Feasibility 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. Susan J. McDermott, P .E. Reg. No. 21715 Date G:\PROJECTS\2002\06fivehawks-23-13\FEASREPO R T.DOC 2 INTRODUCTION On November 4, 2002, the Prior Lake City Council adopted Resolution 02-183, which ordered the preparation of a feasibility report for improvements to Trunk Highway (TH) 13, County State Aid Highway (CSAH) 23, Five Hawks Avenue, and 170th Street, located within the southwest quarter of Section 2, Township 115 North, Range 22 West, Scott County, Minnesota. SCOPE The proposed project consists of the following: · Realignment of CSAH 23 with Five Hawks Avenue at the intersection of Trunk Highway 13, including traffic signalization . Construction of the third phase of the Ring Road along Tower Street and 170th Street to Trunk Highway 13 · Median revisions and addition of turn lanes on TH 13 between Maplewood Street and l70lh Street · Mill and overlay of Five Hawks Avenue between TH 13 and Priorwood Avenue Proposed improvements also include revisions to the sanitary sewer, water main and storm sewer to correspond with the new roadway alignments. In addition, the Ring Road is designated as a Municipal State Aid roadway and must be constructed according to current State-Aid standards. Cost estimates and funding strategies are also developed in this report. BACKGROUND The proposed project area is shown on Figure 1. The purpose of this project is to realign and reconstruct the CSAH 23 and Five Hawks Avenue intersection with TH 13, and construct the third phase of the Ring Road from Duluth Avenue to TH 13. The proposed Ring Road is designated to be a backage road to TH 13 and its main purpose is to take local commercial business traffic off of TH 13. The roadway is proposed to extend between TH 13 and Franklin Trail and is intended to provide continuous traffic flow through this commerciallbusiness area. This project will eliminate several direct accesses to TH 13 and is consistent with MnDOT's TH 13 corridor study recommendations. This segment is included in the 2003 Capital Improvement Program (CIP). EXISTING CONDITIONS Existing CSAH 23 and l70th Street have a 24-foot wide rural street section. Tower Street is a gravel roadway. Five Hawks Avenue is a 32-foot wide street section with concrete G:\PRO.JECTS\2002\06fivehawks-23-13\FEASREPOR T .DOC 3 .. ---~ .'-'"'~'--r'-''''''''--''' , curb and gutter and concrete sidewalk along the west side. The existing street's right-of- way varies from 60 to 100 feet. All of the streets are in fair to poor condition. The right of way for the proposed CSAH 23 alignment is 100 feet wide and was dedicated with the plat for Rademacher's First Addition. Approximately 275 feet of road was constructed in 1992, which currently serves as the entrance to County Market and McDonald's. This roadway consists of a 41- foot pavement section with bituminous curb and gutter. Existing sanitary sewer and water main run along existing CSAH 23, Tower Street, and l70lh Street to the west property line of County Market, serving adjacent businesses. Drainage from the project area is generally collected in roadside ditches that run to the creek located in the southeast corner of existing CSAH 23 and TH 13. This creek runs to the north under TH 13 and ultimately flows to Prior Lake. There are also several existing catch basins located on the County Market site. PROPOSED IMPROVEMENTS Roadwav The proposed street cross sections and plan views are shown on Figures 2 and 3 and include: . The construction of Ring Road from the Ring Road Phase II improvements along Tower Street east of existing CSAH 23 to TH 13. This includes an intersection at the newly aligned CSAH 23 including turn lanes as shown on Figure 3. A small amount of right-of-way will be acquired from the property located along the south - side of existing Tower Street adjacent to Mushtown Road. The Ring Road is proposed to be constructed as a 10-ton urban commercial roadway, 42 feet wide with concrete curb and gutter, and five-foot sidewalks on both sides of the roadway east of CSAH 23 and on the north side of the roadway west of CSAH 23. The pavement section will consist of approximately five inches of bituminous, eight inches of Class 5 aggregate base and 18 inches of select granular borrow. . Construction and realignment of CSAH 23 and Five Hawks Avenue at the intersection of TH 13. Turn lanes will be added at the TH 13 intersection, the Ring Road intersection, and at the entrances to McDonald's and County Market. A traffic signal will also be installed at this intersection. In order to complete this construction, the parcel located in the triangular area south of existing l70th Street and west of existing CSAH 23 is being acquired by the City. CSAH 23 is proposed to be constructed as a 10-ton commercial roadway, 60 feet wide with concrete curb and gutter, and five-foot sidewalks on both sides of the street, within a 100-foot right-of-way. The proposed pavement section will be the same as that proposed for the Ring Road (see Figure 2). . Median modifications to TH 13 include elimination of full access intersections at Creekside Circle, Maplewood Street and l70th Street allowing right turns only at G:\PROJECTS\2002\06fivehawks-23-13\FEASREPOR T .DOC 4 these points. In addition, the access onto TH 13 from Faith Evangelical Church located at TH 13 and Five Hawks will be closed. These modifications are in accordance with the TH 13 Corridor Study recommendations. . Mill and 2" bituminous overlay of Five Hawks A venue between TH 13 and Priorwood Street. Storm Sewer The proposed storm sewer is shown on Figure 4. The storm sewer improvements consist of IS-inch to 60-inch reinforced concrete storm sewer along the proposed Ring Road and newly aligned CSAH 23. The storm water from the project site will flow to a Regional Pond that is proposed to be constructed with Ring Road, Phase II. The pond location is at the southeast corner of existing CSAH 23 and TH 13. The overflow from Crystal Lake will bypass the Regional Pond via a 60-inch storm sewer pipe from the west side of CSAH 23 beneath the CSAH 23/Ring Road intersection and along the north side of the Ring Road to its existing drainage way. The entire stonn drainage area will be considered 80% impervious for commerciallindustriall business uses. The proposed storm sewer will be constructed in accordance with state-aid standards to serve the Ring Road and CSAH 23 right-of-way and any additional existing drainage areas. The storm sewer will be designed for a 10- year rainfall event. Sanitary Sewer Proposed sanitary sewer improvements are shown on Figure 5. Existing sanitary sewer will remain in place along the new Ring Road east of Mushtown Road and the existing CSAH 23 alignment to serve McDonald's. Eight-inch PVC sanitary sewer will be extended along the new Ring Road from Mushtown Road to the west to TH 13. The sanitary sewer will also be extended to the City Limits south along CSAH 23 and Mushtown Road. In areas that the sanitary sewer is relocated, service connections will be replaced from the main line to the property line. Water Main Proposed water main improvements are shown on Exhibit 6. Watermain realignment along the existing CSAH 23 alignment is proposed in order to eliminate the existing watermain in the portion of l70th Street that is going to be relocated. Utility easements can potentially be vacated and combined with adjacent lots. Watermain consisting of 8- inch ductile iron pipe will be extended to the west along 170th Street and under TH 13 to provide a loop in the system. Gate valves and fire hydrants will be replaced and additional valves and hydrants installed to meet spacing requirements. G:\PROJECTS\2002\06fivehawks-23- J 3\FEASREPORT.DOC 5 . ...-. ".._.._...~..._......_.....- "_.._.~._._.._--,--".~--~_......._-_.__...- FEASIBILITY From an engineering standpoint, this project is feasible, and can be accomplished as proposed. ESTIMATED COST The following costs were prepared based upon an Engineer's Estimate (Figure 9) and are subject to change, depending on the final design of the project, required easements and/or right of way, soil conditions, bids received, and actual work performed. ITEM TH l3/Traffic signal Five Hawks - Street CSAH 23 - Street & Storm Ring Road - Street & Storm Sanitary Sewer Watermain Right-of-way Acquisition TOTAL PROJECT COST COST $393,760 $94,690 $574,670 $1,168,390 $174,790 $247,530 $274,000 $2,927,830* *Includes 30% Indirect Costs detailed as follows: Engineering (17%) Administration (5%) Financing (8%) FUNDING SOURCES AND SPECIAL ASSESSMENTS Financing of the project will be provided through MSA funds, MnDOT Cooperative Agreement funds, Scott County, Trunk Reserve, and Collector Street funds. The proposed funding breakdown is as follows: Street/Storm Sanitary Watermain Right of TOTAL Sewer Way MnDOT $378,000 $378,000 Scott County $400,000 $400,000 Trunk Reserve $147,630 $233,950 $381,850 Assessments $338,190 $27,160 $13,580 $378,930 MSA $1,115,050 $1,115,050 Collector St. $274,000 $274,000 TOTAL $2,231,510 $174,790 $247,530 $274,000 $2,927,830 The area proposed to be assessed is every lot, piece, and parcel within the City limits benefiting from said improvement, whether abutting or not, as listed on Exhibit 8, Preliminary Assessment Roll. The parcels that are proposed to be assessed are also shown G:\PROJECTS\2002\06fivehawks-23-13\FEASREPOR T .DOC 6 on Figure 7. The improvement cost can be assessed on a front footage basis to the benefiting properties as per the Assessment Policy adopted by the City Council on February 21, 1989, and as amended Proposed street and storm sewer assessments for parcels in Rademacher's First Addition, Lot 1, Block 1 and Outlot D are outlined in special conditions of the Development Contract for the subdivision, dated July 27, 1992. The total assessment for these two lots for the construction of CSAH 23 is $72,986.20. The street assessment for the Ring Road improvements for a portion of Lot 1, Block 1 was also outlined in the contract as $20,000. 134 feet of Lot 1, Block 1 is proposed to be assessed in accordance with the Assessment Policy. The proposed assessment for the McDonald's parcel for CSAH 23 improvements is based on a front footage rate of $104.60. The proposed assessments for the Ring Road street and storm sewer improvements include one lot located east of CSAH 23 that is proposed to be assessed 100% as a first time improvement. The remaining two assessable parcels in Rademacher's First Addition are proposed to be assessed at the 40% rate. City-owned property and unassessable frontage located in Spring Lake Township will be paid using MSA funds. The assessment rates for the Ring Road are as follows: 100% assessment rate = $231.55/front foot, 40% assessment rate=$92.62/front foot. RIGHT-OF-W AY/EASEMENTS The proposed realignment of CSAH 23 requires acquiring the thrift store parcel located south of the existing intersection of CSAH 23 and 170th Street and a residential parcel located in the southwest quadrant of CSAH 23 and l70th Street. The cost of the thrift store property acquisition is $250,000. Scott County will acquire the residential parcel which is located in Spring Lake Township. In addition, 4790 square feet of right-of-way needs to be acquired from the McKinley property located on the southeast corner of the proposed Ring Road/CSAH 23 intersection. The estimated cost of this acquisition is $24,000. PROJECT SCHEDULE The following project schedule outlines an approach to complete the assessable project in 2003: 10/30/02 1/21/03 2/18/03 3/3/03 4/9/03 4/21/03 G:\PROJECTS\2002\06fivehawks-23-13\FEASREPO R T .DOC 7 .. -. . ...~- _.._....~..~._.._---...,.......__....._._--_..~- ...... Begin Construction 5/1/03 Complete Base Course of Bituminous 7/03 Authorize Amount to be Assessed/Schedule Assessment Hearing for 8/18/03 9/03 Conduct Assessment Hearing/Adopt Assessment Roll 9/22/03 CONCLUSION The proposed improvement is necessary, cost effective, is feasible from an engineering standpoint and should be made as proposed. The total estimated cost of the recommended improvements is $2,927,830, including right-of-way costs. A portion of this project is proposed to be assessed to the benefiting property owners and the remainder through other funding sources. G:\PROJECTS\2002\06fivehawks-23-13\FEASREPOR T.DOC 8 Proj~ct Location Overlay )00. Planned Construction c G> 'D o G> -= ,/ on o Q) u. ,/ I") o , n co "'I o ,/ TH 13 / CSAH 23 / Five Hawks Ring Road Phase TTT Street, Storm Sewer, Sanitary Sewer, Watermain, and Appurtenant Work Prior Lake, Minnesota ... WSB 4150 Olson Memorial Highway Suite 300 Minneapolis, MN 55422 763-541-4800 FAX 763-541-1700 &: AS&oc.-iat~s, Inc.:. '1~llI:.ma.NIf..'I:.,..,.:a"["I~III:ZNo."''':I..9t1ll''~ I 1..- o SOO I 1000 WSB Project No. 01283-03 Date: January, 2003 Figure Number 1 '" '" I.. 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'" '" '" '" '" o :1 o c....1\,)"Tlr- 01\,)0)(1) g.~~SJ :J 0>,< '< ~~~~ z~ 0) 01g- :2: ~!!: ~ Rl~ S' '" 0. <II ~ " ~ ~ (.0) -!>o N OCD g~ .,....,..~~ ~~~~ o. . . 00> Ul 0> NUlO ." 01 5" ~ 0:> 0> ..., o ." to> "" ~ ~ o 0:> ." 0:> 01 0, CO ... ..., CX> " " o c.. m (") -I 'II: o N 6 !>> -I " c: z " :I: i5 :I: ::E ~ m lA ~::! :1:13: c)> Z~ ;ll;m :0 Ci~ ~l(l )>lA -<lA ~3: wm ?;Z lA~ )>:1:1 :1:0 ",I"" wI"" ~.;, Z:I:I 00 :1:1'- om )>0 o~ - .. ,,0 :'" )>0 lA !1' m- ~~ ,,- :I:IlD OF ~=l 3:-< m:l:l zm ~" lAO ::u ~ .... !:! (") (Jl )om :1:)( !'J:I: ii!!~ z- Q-i "co o )0 c ~ " " o < m 3: m z -I (Jl ENGINEER'S ESTIMATE TRUNK HIGHWAY 13 1 CSAH 23 IMPROVEMENTS CITY PROJECT NO. 02-06 PROJECT NO. 1283-03 CITY OF PRIOR LAKE, MINNESOTA December 18, 2002 SCHEDULE A - SURFACE IMPROVEMENTS - TH 13 No. Mat. No. Item Units Qty U nit Price Total Price 1 2021.501 MOBILIZA TION (2%) LUMP SUM 1 $5,400.00 $5,400.00 2 2102.502 PAVEMENT MARKING REMOVAL LIN FT 200 $1.00 $200.00 3 2104.501 REMOVE BITUMINOUS CURB LIN FT 2,400 $1. 00 $2,400.00 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 100 $2.10 $210.00 5 2104.505 REMOVE BITUMINOUS MEDIAN SQYD 1,600 $13.00 $20,800.00 6 2104.513 SA WING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 600 $2.00 $1,200.00 7 2104.523 SALVAGE SIGN EACH 23 $57.50 $1,322.50 8 2105.501 COMMON EXCA V A TION CUYD 100 $4.50 $450.00 9 2105.507 SUBGRADE EXCA V A TION CUYD 10 $5.00 $50.00 . 10 2105.521 GRANULAR BORROW (LV) CUYD 10 $5.00 $50.00 II 2105.522 SELECT GRANULAR BORROW CUYD 500 $6.50 $3,250.00 12 2123.601 STREET SWEEPER (WITH PICKUP BROOM) HOUR 4 $80.00 $320.00 13 2211.501 AGGREGATE BASE, CL 5 (100% CRUSHED) TON 1,200 $10.00 $12,000.00 14 2350.609 TYPE MV 3 WEARING COURSE MIXTURE TON 450 $33.00 $14,850.00 15 2350.609 TYPE MV 3 NON WEARING COURSE MIXTURE TON 150 $32.00 $4,800.00 16 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 100 $2.00 $200.00 17 2535.501 BITUMINOUS CURB LIN FT 3,740 $5.00 $18,700.00 18 2563.601 TRAFFIC CONTROL LUMP SUM 1 $5,000.00 $5,000.00 19 2564.537 INSTALL SIGN EACH 23 $150.00 $3,450.00 20 2565.511 SIGNAL SYSTEM LUMP SUM 1 $180,000.00 $180,000.00 21 2573.501 BALE CHECK EACH 10 $10.00 $100.00 22 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 100 $2.50 $250.00 23 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 100 $3.50 $350.00 SUBTOTAL SCHEDULEA-SURFACE IMPROVEMENTS-TH 13 $275,350.00 10% CONTINGENCIES $27,540.00 SUBTOTAL $302,890.00 30% ENGINEERING, LEGAL, ADMINISTRATION $90,870.00 GRAND TOTAL - TH 13 $393,760.00 Assumptions: 1. 2" Wear course in the median and all patch areas. 2.3" Non-wear course in all patch areas. 3. 8" Base aggregate, Class 5 in all patch areas. 4. 18" Sand in all patch areas. 5. Saw cut bit along entire length of all patch areas. 6. Bit curb to be built on existing pavement where possible. ENGINEER'S ESTIMATE TRUNK HIGHWAY ]3 1 CSAH 23 IMPROVEMENTS CITY PROJECT NO. 02-06 PROJECT NO. 1283-03 CITY OF PRIOR LAKE, MINNESOTA December 18,2002 SCHEDULE B - SURFACE IMPROVEMENTS - FIVE HAWKS No. I Mal. No. lIem Units Otv U nit Price Total Price 1 2021.501 MOBILIZA TIONI2%) LUMP SUM I $1,090.00 $1,090.00 2 2104.501 REMOVE CONCRETE CURB & GUTTER LIN FT 500 $5.00 $2,500.00 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD ]00 $2.10 $210.00 4 2104.505 REMOVE CONCRETE SIDEWALK SOYD 7 $LOO $7.00 5 2104.513 SA WING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 750 $2.00 $1,500.00 6 2104.523 SALVAGE SIGN EACH 6 $57.50 $345.00 7 2104.523 SALVAGE LAMP AND POST EACH I $100.00 $100.00 8 2105.501 COMMON EXCAVATION CUYD 100 $4.50 $450.00 9 2105.507 SUBGRADE EXCA V A TION CUYD 520 $5.00 $2,600.00 10 2105.521 GRANULAR BORROW (LV) CUYD 100 $5.00 $500.00 11 2105.522 SELECT GRANULAR BORROW CUYD 350 $6.50 $2,275.00 12 2123.601 STREET SWEEPER (WITH PICKUP BROOM) HOUR 8 $80.00 $640.00 13 221 L501 AGGREGATE BASE CL 5 (J 00% CRUSHED) TON 350 $10.00 $3,500.00 14 2232.501 MILL BITUMINOUS SURFACE SOYD 1,260 $0.75 $945.00 15 2350.609 TYPE MV 3 WEARING COURSE MIXTURE TON 850 $33.00 $28,050.00 16 2350.609 TYPE MV 3 NON WEARING COURSE MIXTURE TON 130 $32.00 $4,160.00 17 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 760 $2.00 $1,520.00 18 250 L602 18" CM PIPE SAFETY APRON & GRATE DES 3128 EACH I $350.00 $350.00 19 2503.541 18" CM PIPE CULVERT LIN FT 24 $25.00 $600.00 20 2503.602 CONNECT TO EXISTING STORM SEWER EACH I $200.00 $200.00 21 2504.522 ADJUST GATE VALVE EACH 2 $200.00 S400.00 22 2504.602 RELOCATE HYDRANT EACH I $600.00 S600.00 23 2504.602 CONNECT TO EXISTING W A TERMAIN EACH 1 $300.00 $300.00 24 2504.603 6" W A TERMAIN DUCTILE IRON CL 52 LIN FT 40 S15.00 S600.00 25 2506.522 ADJUST FRAME AND RING CASTING EACH I $350.00 $350.00 26 252 L50 I 4" CONCRETE WALK SQFT 275 $2.25 $618.75 27 2531.50 I CONCRETE CURB & GUTTER DESIGN B618 LIN FT 500 $7.50 $3,750.00 28 2563.601 TRAFFIC CONTROL LUMP SUM I SI,500.00 $1,500.00 29 2564.531 F&I SIGN PANELS TYPE C SOFT 13 $25.00 S312.50 30 2564.537 INSTALL SIGN .EACH 6 $150.00 S900.00 31 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY EACH I $250.00 $250.00 PREFORMED 32 2564.602 PAVEMENT MESSAGE (STRAIGHTIRIGHT ARROW) EACH 1 $250.00 $250.00 POLY PREFORMED 33 2564.602 FURNISH & INSTALL SIGN PANEL TYPE D EACH 2 S250.00 S500.00 34 2564.603 4" SOLID LINE WHITE-PAINT TEMP LIN FT 125 $0.30 $37.50 35 2564.603 24" SOLID LINE YELLOW-PAINT TEMP LIN FT 160 $1.50 $240.00 36 2564.603 4" DOUBLE SOLID LINE YELLOW-PAINT TEMP LIN FT 790 SO.75 $592.50 37 2564.603 4" SOLID LINE WHITE-EPOXY LIN FT 125 $0.50 $62.50 38 2564.603 24" SOLID LINE YELLOW-EPOXY LIN FT 160 $5.00 S800.00 39 2564.603 4" DOUBLE SOLID LINE YELLOW-EPOXY LIN FT 790 $LOO $790.00 40 2573.501 BALE CHECK EACH 10 $10.00 SIOO.OO 41 2573.502 SILT FENCE TYPE HEAVY DUTY LIN FT 100 S2.50 $250.00 42 2573.502 SILT FENCE TYPE MACHINE SLICED LIN FT 100 S3.50 $350.00 43 2575.505 SODDING TYPE LAWN (INCL. TOPSOIL & FERT.) SQYD 500 $2.25 $1,125.00 SUBTOTAL SCHEDULE B - SURFACE IMPROVEMENTS - FIVE HAWKS $66,220.00 ]0% CONTINGENCIES $6.620.00 SUBTOTAL $72,840.00 30% ENGINEERING, LEGAL, ADMINISTRATION $2] ,850.00 GRAND TOTAL - FIVE HAWKS $94,690.00 Assumptions: 1. 2" Wear course over the entire project area. 2.3" Non-wear course over the new, widened area at tlle intersection. 3. 8" Base aggregate, Class 5 in the widened area. 4. 18" Sand in the widened area. 5. 4' wide tapered edge mill along entire west side and along the east side from the tie-in point of the new construction, +1- 500' north of intersection. 6. Saw cut bit at each illlersectionldriveway and along entire length of widened area. ENGINEER'S ESTIMATE TRUNK HIGHWAY I3 / CSAH 23 IMPROVEMENTS CITY PROJECT NO. 02-06 PROJECT NO. 1283-03 CITY OF PRIOR LAKE, MINNESOTA December 18, 2002 SCHEDULE C - CSAH 23 SCHEDULE C-I - SURFACE IMPROVEMENTS - CSAH 23 No. I Mat. No. Item Units -otv U nit Price Total Price I 2021.501 MOBILIZATION (2%\ LUMP SUM I $7,420.00 57,420.00 2 2]01.502 CLEARING TREE 16 5300.00 54,800.00 3 2101.507 GRUBBING - . TREE 16 5300.00 54,800.00 2 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 9,420 52.10 $19,782.00 3 2104.505 REMOVE GUARD POST & FENCE EACH 30 550.00 51,500.00 4 2104.509 REMOVE MASONRY STRUCTURE EACH I 5 10,000.00 510,000.00 5 2104.513 SA WING BITUMINOUS P A VEMENTiFULL DEPTH) LIN FT 260 52.00 5520.00 6 2104.523 SALVAGE SIGN EACH 20 557.50 $1,150.00 7 2 I 04.523 SALVAGE LAMP AND POST EACH 3 $100.00 $300.00 8 2104.523 SALVAGE MAILBOX EACH 2 $100.00 $200.00 9 2105.501 COMMON EXCAVATION CUYD 2,500 54.50 511,250.00 10 2105.507 SUBGRADE EXCA V A TION CUYD 6,700 55.00 533,500.00 11 2105.521 GRANULAR BORROW IL V) CUYD 500 55.00 52,500.00 12 2105.522 SELEcr GRANULAR BORROW CUYD 5,000 56.50 $32,500.00 13 2105.523 COMMON BORROWfLV\ CUYD 1,500 $3.00 54,500.00 14 2123.601 STREET SWEEPER (WITH PICKUP BROOM) HOUR 12 580.00 5960.00 15 2211.501 AGGREGATE BASE CL 51100% CRUSHED) TON 4,500 510.00 545,000.00 16 2350.609 TYPE MV 3 WEARING COURSE MIXTURE TON 1,010 $33.00 533,330.00 17 2350.609 TYPE MV 3 NON WEARING COURSE MIXTURE TON 1,515 $32.00 548,480.00 18 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 460 52.00 5920.00 19 2504.522 ADJUST GATE VALVE EACH I $200.00 $200.00 20 2506.522 ADJUST FRAME AND RING CASTING EACH 2 $350.00 $700.00 21 2521.501 4" CONCRETE WALK SQFT 4,650 52.25 510,462.50 22 2531.501 CONCRETE CURB & GUTTER DESIGN B618 UN FT 2,200 57.50 516,500.00 23 2563.601 TRAFFIC CONTROL LUMP SUM I 52,500.00 52,500.00 24 2564.531 F&I SIGN PANELS TYPE C SOFT 6 $25.00 $156.25 25 2564.537 INSTALL SIGN EACH 20 $125.00 $2,500.00 26 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORMED EACH 4 $250.00 $ I ,000.00 27 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORMED EACH 4 $250.00 $1,000.00 28 2564.602 PAVEMENT MESSAGE (STRAIGHT ARROW) POLY EACH 4 $250.00 $ I ,000.00 PREFORMED 29 2564.602 PAVEMENT MESSAGE (STRAIGHT/RIGHT ARROW) POLY EACH I $250.00 5250.00 PREFORMED 30 2564.602 FURNISH & INSTALL SIGN PANEL TYPE D EACH 1 5250.00 5250.00 31 2564.603 4" SOLID LINE WHITE-PAINT TEMP LIN FT 2,670 $0.30 5801.00 32 2564.603 24" SOLID LINE YELLOW-PAINT TEMP LIN FT 205 $0.30 561.50 33 2564.603 4" DOUBLE SOLID LINE YELLOW-PAINT TEMP UN FT 1,500 50.75 51,125.00 34 2564.603 4" SOLID LINE WHITE-EPOXY LINFT 2,670 50.50 51,335.00 35 2564.603 24" SOLID LINE YELLOW-EPOXY UN FT 205 50.50 5102.50 36 2564.603 4" DOUBLE SOLID LINE YELLOW-EPOXY UN FT 1,500 51.00 51,500.00 37 2573.50 I BALE CHECK EACH 20 $7.00 $140.00 38 2573.502 SILT FENCE TYPE HEAVY DUTY LIN FT 600 $2.50 $1.500.00 39 2573.502 SILT FENCE TYPE MACHINE SLICED LIN FT 600 $3.50 $2,100.00 40 I 2575.501 SEEDING ACRE 1.7 $1,200.00 52,040.00 41 I 2575.505 SODDING TYPE LAWN IINCL TOPSOIL & FERT.) SOYD 2,930 52.25 56,592.50 SUBTOTAL SCHEDULE C-I - SURFACE IMPROVEMENTS - CSAH 23 5317,230.00 SCHEDULE C-2 - STORM SEWER IMPROVEMENTS - CSAH 23 No. Mat. No. Item Units Otv U nit Price Total Price 42 2104.501 REMOVE PIPE SEWERISTORMl UN FT 850 56.00 55.100.00 43 2104.505 REMOVE DRAINAGE STRUCTURE EACH 5 $400.00 $2,000.00 44 2 I 04.523 SALVAGE CASTINGS EACH 5 550.00 5250.00 45 2501.515 27" RC PIPE APRON EACH 2 5450.00 5900.00 46 2501.602 TRASH GUARD FOR 27" PIPE APRON EACH 2 $550.00 51,100.00 47 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 1,050 521.00 $22,050.00 48 2503.541 J 8" RC PIPE SEWER DESIGN 3006 CLASS IIJ LIN FT 340 $24.00 58,160.00 49 2503.541 27" RC PIPE SEWER DESIGN 3006 CLASS IIJ UN FT 840 $24.00 520,160.00 50 2503.602 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 2 5300.00 5600.00 51 2506.50 I CONSTRUCT DRAINAGE STRUcrURE DESIGN 4020-48 UN FT 65 $190.00 512.350.00 52 2506.501 CONSTRUCT DRAINAGE STRUcrURE DESIGN 4020-60 LIN FT 10 $190.00 $1,900.00 53 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL I EACH 6 $],100.00 56,600.00 54 2506.516 CASTING ASSEMBLY EACH 9 5300.00 52,700.00 $7,420.00 Mobile ~~ "'--r-"~'''-'-''-'-~-----------''''''~'-'''- 55 1 2511.501 [RANDOM RIPRAP, CLASS IV ~~~GEOTEXTILE FILTER, TYPE IV 1 CUYD 1 I SQYD 1 12 I 18 1 SUBTOTAL SCHEDULE C-2 - STORM SEWER IMPROVEMENTS - CSAH 23 SUBTOTAL SCHEDULE C-I- SURFACE IMPROVEMENTS - CSAH 23 SUBTOTAL SCHEDULE C-2 - STORM SEWER IMPROVEMENTS - CSAH 23 SUB TOT AL SCHEDULE C - CSAH 23 10% CONTINGENCIES SUBTOTAL 30% ENGINEERING, LEGAL, ADMINISTRATION GRAND TOTAL - CSAH 23 $60.001 $2.001 $720.001 $36.00T $84,630.00 S317,230.00 $84,630.00 $401,860.00 $40,190.00 $442,050.00 SI32,620.00 S574,670.00 Stonn quantities includes clean water by-pass piping. ENGINEER'S ESTIMATE TRUNK HIGHWAY 13/ CSAH 23 IMPROVEMENTS CITY PROJECT NO. 02-06 PROJECT NO. 1283-03 CITY OF PRIOR LAKE, MINNESOTA December 18, 2002 SCHEDULE D RING ROAD -EAST OF CSAH 23 SCHEDULE D-I - SURFACE IMPROVEMENTS - RING ROAD EAST OF CSAH 23 No. Mat.No. Item Units Otv Unit Price Total Price I 202L501 MOBILIZATION (2%) LUMP SUM I $7,210.00 $7,210.00 2 2104.505 REMOVE BITUMINOUS PAVEMENT SOYD 760 $2.10 $1,596.00 3 2104.513 SA WING BITUMINOUS PAVEMENT (FULL DEPTH) LlN FT 22 $2.00 $44.00 4 2104.523 SALVAGE SIGN EACH 3 $57.50 $172.50 5 2104.523 SALVAGE MAILBOX EACH I $100.00 $100.00 6 2105.501 COMMON EXCAVATION CUYD 5,000 $4.50 $22,500.00 7 2105.507 SUBGRADE EXCA V A TION CUYD 5,000 $5.00 $25,000.00 8 2105.521 GRANULAR BORROW (LV) CUYD 1,000 $5.00 $5,000.00 9 2105.522 SELECT GRANULAR BORROW CUYD 3,300 $6.50 $21,450.00 10 2105.523 COMMON BORROW (LV) CUYD 5,750 $3.00 $17,250.00 II 2123.601 STREET SWEEPER (WITH PICKUP BROOM) HOUR 4 $80.00 $320.00 12 221L501 AGGREGATE BASE CL 5 (100% CRUSHED) TON 2,900 $10.00 $29,000.00 13 2350.609 TYPE MV 3 WEARING COURSE MIXTURE TON 640 $33.00 $21,120.00 14 2350.609 TYPE MV 3 NON WEARING COURSE MIXTURE TON 960 $32.00 $30,720.00 15 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 300 $2.00 $600.00 J6 2502.541 4" PERF PVC PIPE DRAIN LlN FT 100 $10.00 $1.000.00 17 2521.501 4" CONCRETE WALK SOFT 7,900 $2.25 $17,775.00 18 253L501 CONCRETE CURB & GUTTER DESIGN B618 LlN FT 1,650 $7.50 $12,375.00 19 2563.601 TRAFFIC CONTROL LUMP SUM I $5,000.00 $5,000.00 20 2564.531 F&I SIGN PANELS TYPE C SOFT 13 $25.00 $312.50 21 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORMED EACH I $250.00 $250.00 22 2564.602 PAVEMENT MESSAGE (STRAIGHT ARROW) POLY EACH I $250.00 $250.00 PREFORMED 23 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORMED EACH I $250.00 $250.00 24 2564.602 FURNISH & INSTALL SIGN PANEL TYPE D EACH 2 $250.00 $500.00 25 2564.603 4" SOLID LINE WHITE.P AINT TEMP LlN FT 120 $0.30 $36.00 26 2564.603 24" SOLID LINE YELLOW.PAlNT TEMP LlN FT 50 $0.30 $15.00 27 2564.603 4" DOUBLE SOLID LINE YELLOW.PAINT TEMP LlN FT 1,400 $0.75 $1,050.00 28 2564.603 4" SOLID LINE WHITE.EPOXY LlN FT 120 $0.50 $60.00 29 2564.603 24" SOLID LINE YELLOW.EPOXY LlN FT 50 $0.50 $25.00 30 2564.603 4" DOUBLE SOLID LINE YELLOW-EPOXY LlN FT 1,400 $1.00 $1,400.00 31 2573.501 BALE CHECK EACH 50 $7.00 $350.00 32 2573.502 SILT FENCE TYPE HEAVY DUTY LlN FT 400 $2.50 $1,000.00 33 2573.502 SILT FENCE TYPE MACHINE SLICED LlN FT 400 $3.50 $1,400.00 34 2575.501 SEEDING ACRE 0.6 $1,200.00 $720.00 35 2575.505 SODDING TYPE LAWN (lNCL. TOPSOIL & FERn SOYD 2,200 $2.25 $4,950.00 SUBTOTAL. SCHEDULE DI - SURFACE IMPROVEMENTS - RING ROAD EAST OF CSAH 23 5230,1100.00 SCHEDULE D-2 - STORM SEWER IMPROVEMENTS - RING ROAD EAST OF CSAH 23 No. Mat. No. Item Units Otv U nit Price Total Price 36 2104.501 REMOVE PIPE SEWER (STORM) UN FT 200 $6.00 $1.200.00 37 2501.515 15" RC PIPE APRON EACH I $485.00 $485.00 38 2501.602 36" RC PIPE APRON W/PILlNG EACH I $2,400.00 $2,400.00 39 2501.602 60" RC PIPE APRON W/PILlNG EACH I $2,750.00 $2,750.00 40 2501.602 TRASH GUARD FOR IS" PIPE APRON EACH I $275.00 $275.00 41 2501.602 TRASH GUARD FOR 36" PIPE APRON EACH I $950.00 $950.00 42 2501.602 TRASH GUARD FOR 60" PIPE APRON EACH I $1.200.00 $1,200.00 43 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LlN FT 410 $21.00 $8,610.00 44 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LlN FT 110 $21.00 $2,310.00 45 2503.541 36" RC PIPE SEWER DESIGN 3006 CLASS III LlN FT 300 $50.00 $15,000.00 46 2503.541 48" RC PIPE SEWER DESIGN 3006. CLASS III LlN FT 300 $110.00 $33,000.00 47 2503.541 60" RC PIPE SEWER DESIGN 3006. CLASS III LlN FT 100 $110.00 $11,000.00 48 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 402048 UN FT 32 $225.00 $7,200.00 49 2506.50 I CONSTRUCT DRAINAGE STRUCTURE DESIGN 4020-60 LlN FT 8 $265.00 $2,120.00 50 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4020.72 LlN FT 8 $300.00 $2,400.00 51 2506.502 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4020.78 EACH 24 $550.00 $13,200.00 52 2506.502 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4020-96 EACH 16 $1,100.00 $17,600.00 53 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4020-120 EACH 8 $2,000.00 $16,000.00 54 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL I EACH 4 $1,100.00 $4,400.00 55 2506.516 CASTING ASSEMBLY EACH 12 $300.00 $3,600.00 56 2511.501 RANDOM RlPRAP CLASS IV CUYD 34 $60.00 $2,040.00 57 251 L515 GEOTEXTILE FILTER, TYPE IV SOYD 51 $2.00 $102.00 $7,210.00 /1, It () . 'i ",~ \; ..... ---_._~_.,~..,.........._.._._--~ SUBTOTAL - SCHEDULE D-2 - STORM SEWER IMPROVEMENTS - RING ROAD EAST OF CSAH 23 $147,840.00 SUBTOTAL SCHEDULE D-I - SURFACE IMPROVEMENTS - RING RD E OF CSAH 23 SUBTOTAL SCHEDULE D-2 - STORM SEWER IMPROVEMENTS - RING RD E OF CSAH 23 SUBTOTAL SCHEDULE D - RING ROAD EAST OF CSAH 23 10% CONTINGENCIES SUBTOTAL 30% ENGINEERING, LEGAL, ADMINISTRATION GRAND TOTAL - RING ROAD EAST OF CSAH 23 $230,800.00 $147,840.00 $378,640,00 $37.860.00 $416,500.00 $124,950.00 $541,450.00 Assumptions: I. Assumed 2' excavatiou for subgrade excavatiou & 2' over-excavation for poor soils. 2. Concrete curb & gutter to end of curb retum on Mushtown Road and 2 driveways. 3. Bituminous pavement to end of curb return on 2 driveways. 8" Agg., CI 5 for remainder of driveways. ENGINEER'S ESTIMATE TRUNK HIGHWAY 13 / CSAH 23 IMPROVEMENTS CITY PROJECT NO. 02-06 PROJECT NO. 1283-03 CITY OF PRIOR LAKE, MINNESOTA December 20, 2002 SCHEDULE E - RING ROAD WEST OF CSAH 23 SCHEDULE E-l - SURFACE IMPROVEMENTS - RING ROAD WEST OF CSAH 23 No. Mat. No. Item Units Otv Unit Price Total Price ] 2021.50 ] MOB]LIZAT]ON (2%) LUMP SUM ] $8,270.00 $8,270.00 2 2101.50] CLEARING ACRE 0.7 $750.00 $525.00 3 2]01.506 GRUBBING ACRE 0.7 $750.00 $525.00 4 2]04.50] REMOVE CONCRETE CURB & GUTTER LIN FT 40 $5.00 $200.00 5 2] 04.505 REMOVE B]TIJMINOUS PAVEMENT SQYD 4,450 $2.]0 $9,345.00 6 2104.513 SAWING B]TUMINOUS PAVEMENT (FULL DEPTH) LIN FT 2]0 $2.00 $420.00 7 2104.523 SALVAGE SIGN EACH 8 $57.50 $460.00 8 2104.523 SALVAGE MAILBOX EACH 2 $]00.00 $200.00 9 2]05.501 COMMON EXCAVAT]ON CUYD ],000 $4.50 $4,500.00 10 2105.507 SUBGRADE EXCA V A TION CUYD 6,300 $5.00 $3] ,500.00 ]1 2105.52] GRANULAR BORROWILV) CUYD ],000 $5.00 $5,000.00 ]2 2105.522 SELECT GRANULAR BORROW CUYD 4,900 $6.50 $31,850.00 ]3 2123.60] STREET SWEEPER (W]TH PICKUP BROOM) HOUR 8 $80.00 $640.00 ]4 22] 1.501 AGGREGATE BASE, CL 5 (J 00% CRUSHED) TON 3,960 $]0.00 $39,600.00 15 2350.609 TYPE MV 3 WEARING COURSE MIXTURE TON 900 $33.00 $29,700.00 16 2350.609 TYPE MV 3 NON WEARING COURSE MIXTIJRE TON ],350 $32.00 $43,200.00 ]7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 4]0 $2.00 $820.00 ]8 24] 1.603 MODULAR BLOCK RETAINING WALL SQFT 4,350 $]5.00 $65,250.00 19 2521.501 4" CONCRETE WALK SOFT 6,850 $2.25 $] 5,4] 2.50 20 2531.50] CONCRETE CURB & GUTTER DESIGN B6] 8 LIN FT 3,] 10 $7.50 $23,325.00 21 253] .507 8" CONCRETE DRIVEWAY PAVEMENT SOYD 10 $4.00 $40.00 22 2557.603 WOODEN FENCE LIN FT 725 $15.00 $10,875.00 23 2563.601 TRAFFIC CONTROL LUMP SUM 1 $5,000.00 $5,000.00 24 2564.531 F&I SIGN PANELS TYPE C SOFT 13 $25.00 $3 ]2.50 25 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORMED EACH ] $250.00 $250.00 26 2564.602 PAVEMENT MESSAGE (STRAIGHT/RIGHT ARROW) POLY EACH 1 $250.00 $250.00 PREFORMED 27 2564.602 FURNISH & INSTALL SIGN PANEL TYPE D EACH 2 $250.00 $500.00 28 2564.603 4" SOLID LINE WHITE-PAINT TEMP LIN FT ]45 $0.30 $43.50 29 2564.603 24" SOLID LINE YELLOW-PAINT TEMP LIN FT 1,130 $0.30 $339.00 30 2564.603 4" DOUBLE SOLID LINE YELLOW-PAINT TEMP LIN FT 2,800 $0.75 $2,100.00 31 2564.603 4" SOLID LINE WHITE-EPOXY LIN FT ]45 $0.50 $72.50 32 2564.603 24" SOLID LINE YELLOW-EPOXY LIN FT ],130 $0.50 $565.00 33 2564.603 4" DOUBLE SOLID LINE YELLOW-EPOXY LIN FT 2,800 $1.00 $2,800.00 34 2573.50] BALE CHECK EACH 20 $7.00 $]40.00 35 2573.502 S]L T FENCE, TYPE HEAVY DUTY LIN FT 200 $2.50 $500.00 36 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 200 $3.50 $700.00 36 2575.50] SEEDING ACRE 1.1 $] ,200.00 $1,320.00 37 2575.505 SODDING, TYPE LAWN iiNCL. TOPSOIL & FERT.) SOYD 3,630 $2.25 $8,167.50 SUBTOTAL - SCHEDULE El - SURFACE IMPROVEMENTS - RING ROAD WEST OF CSAH 23 $344,720.00 SCHEDULE E-2 - STORM SEWER IMPROVEMENTS - RING ROAD WEST OF CSAH 23 No. Mat. No. Item Units Otv Unit Price Total Price 38 2104.501 REMOVE PIPE SEWER <STORM) LIN FT 120 $6.00 $720.00 39 2501.515 18" RC PIPE APRON EACH 2 $550.00 $],]00.00 40 2501.515 2] " RC PIPE APRON EACH 1 $575.00 $575.00 4] 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 2 $360.00 $720.00 42 2501.602 TRASH GUARD FOR 2]" PIPE APRON EACH ] $500.00 $500.00 43 2503.54] 15" RC PIPE SEWER DESIGN 3006, CLASS V LIN FT 825 $21.00 $17,325.00 44 2503.54] 18" RC PIPE SEWER DESIGN 3006, CLASS III LIN FT 420 $24.00 $10,080.00 45 2503.54] 2] " RC PIPE SEWER DESIGN 3006, CLASS III LIN FT 85 $28.00 $2,380.00 45 2503.541 24" RC PIPE SEWER DESIGN 3006, CLASS III LIN FT 300 $32.00 $9,600.00 . "~-,""--"''''''~'--'''''-'-'--''''''''''''''~~ ~-:~ TI~~;:~~~..'j~~:~;2~~l~~~~:6~~~1G~~T~~&\URE---~!"- -- 3l0---T----$iis.OO $13,950.00 I $300.00 e---~ _~?OO.OO 48 2506.501 CONSTRUCTDRAfNAGE STRUCTURE, DESIGN 4020.48 T--CIN FT 85 $190.00 $16,150.00 49 2506.50] CONSTRUCT DRAfNAGE STRUCTURE, DESIGN 4020-60 LfN FT 24 $225.00 $5,400.00 50 2506.502 CONSTRUCT DRAfNAGE STRUCTURE, DESIGN SPECIAL] EACH 9 $],]00.00 $9.900.00 5] 2506.5]6 CASTfNG ASSEMBLY EACH 15 $300.00 $4,500.00 52 25] 1.50] RANDOM RIPRAP, CLASS]V CUYD 8 $60.00 $480.00 53 2511.515 GEOTEXTlLE FILTER, TYPE IV SQYD ]2 $2.00 $24.00 SUBTOTAL - SCHEDULE E-2 - STORM SEWER IMPROVEMENTS - RING ROAD EAST OF CSAH 23 $93,700.00 SUBTOTAL SCHEDULE E-1 - SURFACE IMPROVEMENTS - RING RD W OF CSAH 23 $344,720.00 SUBTOTAL SCHEDULE E-2 - STORM SEWER IMPROVEMENTS - RING RD W OF CSAH 23 $93,700.00 SUBTOTAL SCHEDULE E - RING ROAD WEST OF CSAH 23 $438,420.00 10% CONTINGENCIES $43,840.00 SUBTOTAL $482,260.00 300/0. ENGINEERING, LEGAL, ADMINISTRATION $144,680.00 GRAND TOTAL - RING ROAD WEST OF CSAH 23 $626,940.00 ENGINEER'S ESTIMATE TRUNK HlGHW A Y 13 / CSAH 23 IMPROVEMENTS CITY PROJECT NO. 02-06 PROJECT NO. 1283-03 CITY OF PRIOR LAKE, MINNESOTA December 18, 2002 SCHEDULE F - SANITARY SEWER IMPROVEMENTS No. Mat. No. Item Units Otv Unit Price Total Price 1 2021.501 MOBILIZATION (2%) LUMP SUM 1 $2,400.00 $2,400.00 2 2104.501 REMOVE PIPE SEWER (SANITARY)(8") UN FT 1,170 $4.50 $5,265.00 3 2104.501 REMOVE PIPE SEWER (SANITARY)(l5") UN FT 410 $6.00 $2,460.00 4 2104.505 REMOVE MANHOLE EACH 8 $400.00 $3,200.00 5 2104.523 SALVAGE CASTINGS EACH 8 $50.00 $400.00 6 2105.601 DEW A TERING LUMP SUM 1 $2,000.00 $2,000.00 7 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 2 $500.00 $1,000.00 8 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH 2 $500.00 $1,000.00 9 2503.603 SANITARY SEWER INSPECTION LIN FT 2,350 $1.00 $2,350.00 10 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT 1,800 $22.00 $39,600.00 11 2503.603 6" PVC PIPE SEWER - SDR 26 LIN FT 270 $25.00 $6,750.00 12 2503.603 20" STEEL CASING PIPE UN FT 120 $90.00 $10,800.00 13 2503.603 15" RC PIPE SEWER - DESIGN 3006, CLASS V LIN FT 550 $25.00 $13,750.00 14 2506.516 CASTING ASSEMBLY EACH 13 $250.00 $3,250.00 15 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 160 $175.00 $28,000.00 SUBTOTAL SCHEDULE F - SANITARY SEWER IMPROVEMENTS $122,230.00 10% CONTINGENCIES $12,220.00 SUBTOTAL $134,450.00 30% ENGINEERING, LEGAL, ADMINISTRATION $40,340.00 GRAND TOTAL - SANITARY SEWER IMPROVEMENTS $174,790.00 .. '~'-----.-T.----'''--_.__.''''-'- ENGINEER'S ESTIMATE TRUNK HIGHWAY 13 / CSAH 23 IMPROVEMENTS CITY PROJECT NO. 02-06 PROJECT NO. 1283-03 CITY OF PRIOR LAKE, MINNESOTA December 18, 2002 SCHEDULE G - W A TERMAIN IMPROVEMENTS No. Mat. No. Item Units Qty Unit Price Total Price 1 2021.501 MOBILIZATION (2%) LUMP SUM 1 $3,390.00 $3,390.00 2 2104.501 REMOVE W A TERMAIN LIN FT 1,150 $4.50 $5,175.00 3 2104.501 REMOVE WATERMAIN (12") LIN FT 800 $6.00 $4,800.00 4 2104.523 SALVAGE HYDRANT ASSEMBLY EACH 2 $150.00 $300.00 5 2104.523 SALVAGE GATE VALVE EACH 5 $150.00 $750.00 6 2105.601 DEWATERING LUMP SUM 1 $1,200.00 $1,200.00 7 2503.603 20" STEEL CASING PIPE, JACKED LIN FT 120 $150.00 $18,000.00 8 2503.603 24" STEEL CASING PIPE LIN FT 120 $105.00 $12,600.00 9 2504.522 ADJUST GATE VALVE EACH 2 $200.00 $400.00 10 2504.602 HYDRANT EACH 6 $1,550.00 $9,300.00 11 2504.602 6" GATE VALVE AND BOX EACH 6 $550.00 $3,300.00 12 2504.602 8" GATE VALVE AND BOX EACH 16 $750.00 $12,000.00 13 2504.602 12" GATE VALVE AND BOX EACH 3 $1,400.00 $4,200.00 14 2504.602 CONNECT TO EXISTING W A TERMAIN (6") EACH 2 $500.00 $1,000.00 15 2504.602 CONNECT TO EXISTING W A TERMAIN (8") EACH 2 $500.00 $1,000.00 16 2504.602 CONNECT TO EXISTING WATERMAIN (12") EACH 2 $1,500.00 $3,000.00 17 2504.603 VALVE BOX EXTENSION LIN FT 5 $12.50 $62.50 18 2504.603 6" WATER MAIN-DUCT IRON CL 52 LIN FT 220 $15.00 $3,300.00 19 2504.603 8" WATER MAIN-DUCT IRON CL 52 LIN FT 2,150 $20.00 $43,000.00 20 2504.603 12" WATER MAIN-DUCT IRON CL 52 LIN FT 1,250 $25.00 $31,250.00 21 2504.603 VALVE STEM EXTENSION LIN FT 5 $50.00 $250.00 22 2504.603 HYDRANT EXTENSION LIN FT 5 $365.00 $1,825.00 23 2504.605 4" POLYSTYRENE INSULATION SQYD 50 $20.00 $1,000.00 24 2504.620 DUCTILE IRON FITTINGS POUND 6,000 $2.00 $12,000.00 SUBTOTAL SCHEDULE G - WATERMAIN IMPROVEMENTS $173,100.00 10% CONTINGENCIES $17,310.00 SUBTOTAL $190,410.00 30% ENGINEERING, LEGAL, ADMINISTRATION $57,120.00 GRAND TOTAL - W A TERMAIN IMPROVEMENTS $247,530.00 .- rroh-'"l f?2ck/~o.'<! C' tv;.r 5 p ve (o I':) VY\ of:? i-'-+ f;>-51 A cfd,' +-i'on ~V\. -f-ro, c+ EXHIBIT E SPECIAL CONDITIONS , 1. The developer will maintain the temporary sedimentation basins and erosion control until the site construction is complete and turf is established. 2. The developer agrees that the developer cost to improve relocated C.S.A.H. 23 is $100,000.00. The cost of the interim section of C.S.A.H. 23 installed by developer is $27,013.80. The remaining amount owed by the developer for future C.S.A.H. 23 construction is $72,986.20. The amount is due at the time of the completion of the relocated C.S.A.H. 23 or the amount can be assessed against Outlot D Radermachers First Addition in the amount of $19,800.00 and against Lot 1 Block 1, Radermachers First Addition in the amount of $53,186.20. The assessment would be amortized over a ten year period with interest at the rate utilized for other assessments associated with the future relocation project. . The improvements to C.S.A.H. 23 in the future will include sidewalk, bikeway, lighting, and landscaping. 3. The Developer agrees that the Developer's cost to improve' 170th Street in conjunction with relocated CSAH 23 is $20,000.00. The amount is due at the time of completion of 170th Street or the amount can be assessed against Lot 1, Block 1, Radermacher's First Addition. The assessment would be amortized over a ten year period with interest at the rate utilized for other assessments associated with the future relocation project. The improvements as related to the $20,000.00 assessment include street only and do not include sidewalk, lighting, or landscaping. The extent of the improvements are to make the connection to existing 170th Street only, as part of the CSAH 23 relocation project, and do not extend westerly to T.R. 13. i~The termination point of the improvement is 134 feet east of \the west line of Lot 1, BloCk 1, Radermacher's First i\Addition. Improvements other than described above shall stand on their own merits and are subject to the normal public improvement process. 4. The existing entrance to McDonald's will be relocated to align with the entrance to the County Market Store. The alignment will be acceptable to the City Engineer. Outlot A will be sodded upon relocation of the driveway, and no truck parking shall be allowed on established turf. () . i"~"---""'"-'---'''-'''''