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Home My WebLink About9E - 2003 Improvement Project UNCIL AGENDA REPORT DATE: AGENDA #: PREPARED BY: REVIEWED BY: SUBJECT: JANUARY 21, 2003 9E LARRY POPPLER, ASSISTANT CITY ENGINEER SUE MCDERMOTT, CITY ENGINEER CONSIDER APPROVAL OF A RESOLUTION, ACCEPTING FEASIBILITY REPORT AND SCHEDULING A PUBLIC HEARING TO CONSIDER 2003 IMPROVEMENT PROJECT DISCUSSION: HISTORY Each year the City reconstructs street segments that are worn out. At the July 15, 2002, City Council meeting, Council adopted Resolution No. 02-110 authorizing staff to prepare a Feasibility Report for the 2003 Improvement projects as approved by the Council in the 2003-2007 Capital Improvement Program. The project area considered in the report includes Condons Street, Hope Street, Mitchell Circle, and 150th Street between Fairlawn Shores and Estate Avenue. 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 and appurtenant work. Sanitary sewer and water main replacement is proposed for Condons Street, part of Hope Street and part of Mitchell Circle. 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 $2,367,382. Condons Street, Hope Street, and Mitchell Circle have failing bituminous surfaces and some bituminous curb. The existing street varies from 24 feet to 28 feet in width and was originally paved in 1976. The street width is this area is proposed to be 28' and remain on the existing alignment. 150lh Street has a failing bituminous surface. The existing street width is 36 feet and was originally paved in 1974. The width is proposed to be reduced by 4 feet to a width of 32 feet. Such action is consistent with the Watershed District's desire to minimize impervious surface. The water main system on Condons Street, Hope Street, and Mitchell Circle was installed in 1972. It consists of 6-inch cast iron pipe and 20- 162gQJ;;~~Q-~...&H&: 5.E., Prior Lake, Minnesota 553{2-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER inch ductile iron pipe. The 6-inch cast iron pipe is proposed to be replaced with 8-inch ductile iron pipe. The water main system on 150th Street was installed in 1974. It consists of 12-inch ductile iron pipe and is proposed to remain in place. The sanitary sewer system on Condons Street, Hope Street, and Mitchell Circle was installed in 1972 and consists of 8-inch vitrified clay pipe. The sewer within the project area was televised in November of 2002. The televising report shows offset joints, open fractures, and roots in several sections of pipe. Sanitary sewer replacement is proposed for Condons Street and sections of Hope Street and Mitchell Circle. The renovation of the existing lift station on Mitchell Circle is proposed to be bid with the street reconstruction project. Staff is in the process of obtaining quotes for the preparation of plans and specifications for the lift station renovation and will bring this item to the Council for consideration at a later date. The sanitary sewer system on 150th Street was installed in 1974 and consists of l5-inch reinforced concrete pipe and 8-inch vitrified clay pipe. The sewer was televised in September of 2000. The televising report shows that the sanitary sewer in this area remains in good condition. Storm sewer improvements will include replacing eXIstmg pipe and catch basins and adding additional storm sewer on Condons Street, Hope Street, Mitchell Circle, and l50th Street. Staff has met with the Prior Lake Spring Lake Watershed District staff to discuss permit requirements. The District staff indicated that drainage structures similar to those installed with the Estate Avenue, Frog Town, and Candy Cove Trail projects will be necessary throughout the projects. Drainage ponds will also be necessary south of 150th Street near Green Oaks Trail and Estate Avenue. Informational meetings are scheduled for January 28th and 29th. The proposed improvements, project schedule and assessments will be presented. 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: G: IAgendalAgenda03\03FEAS.DOC 2 FINANCIAL IMP ACT: G: IAgendalAgenda03\03FEAS.DOC Street and Storm Sewer Reconstruction · Pursuant to the assessment policy, the street and storm sewer reconstruction should be assessed at 40% of the total project cost against the benefiting properties. The remaining 60% should be recovered through the general ad valorem property tax. Sewer and Water Main Replacement · Sewer and water main replacement should be funded through the Sewer and Water Utility Fund. Street Lighting · The assessment committee recommended that the street lighting along 150th Street be funded through the Collector Street Fund. Assessment Method · The assessment committee recommends the unit method for Condons Street, Hope Street, and Mitchell Circle due to the fact that lots in the project area are of similar size and/or value. The proposed assessment rate for Condons Street, Hope Street, and Mitchell Circle is $5,209.07/unit (Five units were never assessed for street and storm sewer and will be assessed at the 100% level of $13,022.67/unit). · The assessment committee recommends the unit method for 150th Street due to the fact that lots in the project area are of similar size and/or value. The proposed assessment rate for 150th Street is $6873.311unit. The assessment committee recommended that 11 un- assessable parcels be added to the number of units for division of the project assessment. The 11 additional parcels reduced the cost per parcel. The street width and large lot frontages have contributed to the assessment rate. 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. The 2003 improvement project is proposed to be financed by special assessments, tax levy, and trunk reserve. Funding sources and amounts are as shown below: Assessments $602,163 Tax Levy $994,591 Sewer & Water Fund $475,657 Trunk Reserve Fund $73,176 Water Quality Fund $80,000 Collector Street Fund $141,795 Pro.iect Total Cost $2,367,382 3 ALTERNATIVES: RECOMMENDED MOTION: G: IAgendalAgenda03\03FEAS. DOC The alternatives are as follows: 1. Approve Resolution 03-XX accepting the Feasibility Report and establish a Public Hearing date as per the attached Resolution. 2. Table the resolution for a specific reason. 3. Deny the Resolution. A motion and a second to adopt a Resolution accepting the Feasibility Report and calling for a Public Hearing for the 2003 Improvement project. ~ 'J~ f1C()~-+t- REVIEWED By-----' REVIEWED B 4 RESOLUTION 03.J ~ RESOLUTION ACCEPTING FEASIBILITY REPORT AND LLlNG FOR A PUBLIC HEARING ON 2003 IMPROVEMENT PROJECTS MOTION BY: tL SECONDED BY: JP WHEREAS, pursuant to Resolution 02-110, the City Council, on July 15, 2002, ordered a feasibility report to be prepared by the City's Engineering Department with reference to the improvement of Condons Street, Hope Street, Mitchell Circle, and 150th Street; 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 $2,367,382. 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 7:00 p.m. Statutory notice and publication requirements shall be followed. Passed and a~opted this 21 st day of January, 2003. NO Hau en Blomber LeMair Petersen Zieska Seal} Frank Boyles, City Manager 162QQ~@g~~~Iilit~~'Ptfe~~&" Prior Lake, Minnesota 55312-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER . --T.-.-'-----~. NOTICE OF PUBLIC HEARING ON 2003 IMPROVEMENT PROJECTS INCLUDING GRADING, STORM SEWER, AGGREGATE BASE, CONCRETE CURB AND GUTTER, BITUMINOUS SURFACING, SIDEWALKS, UTILITY IMPROVEMENTS, 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 7:00 P.M. to consider the improvements for the following streets: PROJECT DESCRIPTION Reconstruction of Condons Street. Hope Street. Mitchell Circle. and l50th Street from Fairlawn Shores to Estate Avenue, including grading, storm sewer, aggregate base, concrete curb and gutter, bituminous surfacing, sidewalks, utility improvements, 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 southeast quarter Section 25, Township 114 north, Range 22 west, portions of the southwest quarter Section 30, Township 114 north, Range 22 west, and portions of the southwest quarter of Section 36, Township 115 north, and 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: Calvin Erbele's First Addition Condon's Wood Dale First Addition Hannen's Third Addition Schmidt and Widerstrom First Addition Fairlawn Shores Eastwood First Addition R.L.S. 001, 002, 004, and 076 Oak Glenn Prior Shores Estates First Addition Condon' s Wood Dale Hannen's First Addition Mitchell Pond R.L.S. 13, 71 and 83 Eastwood Eastwood Second Addition Oak Ridge Court Oak Glenn Second Addition Fellon'sFirst Addition 162~~f@~~~\^~~so1h-iil:lb1Pelii-wti~cMinnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER The Council proposes to proceed under the authority granted by Minnesota State Statutes Chapter 429. The total estimated cost of improvements is $2,367,382.00. A reasonable estimate ofthe impact of the assessment will be available at the hearing. 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\2003\1 ] _150th\Pubheamotice.DOC '---r-~-~"'--""'--""-'--------~'--"~~ oy, ~ ~ ~ u ~INNESOi.~ PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE 2003 PUBLIC IMPROVEMENT PROJECT INCLUDING UTILITY IMPROVEMENTS, STORM SEWER, GRADING, CONCRETE CURB & GUTTER, BITUMINOUS PAVING, AND APPURTENANT WORK JANUARY 2003 G:\PROJECTS\2003\11_150thI2003 FeasReporl1.doc PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE 2003 PUBLIC IMPROVEMENT PROJECT INCLUDING UTILITY IMPROVEMENTS, STORM SEWER, GRADING, CONCRETE CURB & GUTTER, BITUMINOUS PAVING, 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. Larry P. Poppler, P .E. Reg. No. 41005 Date G:\PROJECTS\2003\11_15oth\2003 FeasReport.doc 2 .~ -r-"..-.---..-...........---..-----.-- INTRODUCTION On July 15, 2002, the Prior Lake City Council adopted Resolution 02-110, which ordered the preparation of a feasibility report for improvements to the project areas listed below: . Area 1 - l50th Street SE, located within the southeast quarter of Section 25 Township 115 North, Range 22 West and the southwest quarter of Section 30, Township 115 North, Range 22 West, Scott County, Minnesota. . Area 2 - Condons Street SE, Hope Street SE and Mitchell Circle SE, located within the southwest quarter of Section 36, Township 115 North, Range 22 West, Scott County, Minnesota. SCOPE This report evaluates the feasibility of reconstructing the streets and replacing utilities in the two project areas. All existing infrastructure elements (streets, sanitary sewer, water main, etc.) were evaluated, improvements recommended, cost estimates of the proposed improvements prepared and funding strategies developed in this report. BACKGROUND The proposed project areas are shown on Exhibit 1. l50th Street, Condons Street, Hope Street and Mitchell Circle have failing bituminous surfaces and bituminous curb. The existing road widths are between 24 and 28 feet on Condons and Hope Street and 28 feet on Mitchell Circle. The existing width on l50th Street is 36 feet. These streets were originally paved in 1976. The streets no longer meet minimum design standards and it is not cost effective to continue to patch the streets. The sanitary sewer system for the Condons Street, Hope Street, and Mitchell Circle area was installed is 1972 and consists of 8-inch vitrified clay pipe. The sanitary sewer for the area was televised in November 2002. The televising report indicates offset joints, open fractures, and roots in several segments of pipe. The sanitary sewer system for l50th Street was installed is 1974 and consists of 8-inch vitrified clay pipe and 15" reinforced concrete pipe. The sanitary sewer for this area was televised in September 2000. The televising report indicates that the pipes in this area remain in good condition. The water main system for the Condons Street, Hope Street, and Mitchell Circle area was installed in 1972 and consists of 6-inch cast iron pipe and 20-inch ductile iron pipe. Cast iron pipe generally experiences more water main breaks and has typically been replaced with ductile iron pipe during reconstruction projects. G:\PROJECTS\2003\11_150th\2003 FeasReport.doc 3 The water main system for the l50th Street was installed in 1974 and consists of 12-inch ductile iron pipe. The watermain in this area has not shown a history of failure. Existing storm sewer in Hope Street and Mitchell Circle consists of reinforced concrete pipe that carries runoff to a wetland located east of Mitchell Circle, which is a landlocked basin. Storm water runoff from Condons Street flows into Prior Lake. The storm sewer outlet to Prior Lake is located in an easement. There is an existing reinforced concrete storm sewer on l50th Street that carries storm water runoff to Prior Lake and a wetland located south of l50th Street. The wetland south of l50th ultimately drains to Prior Lake. PROPOSED IMPROVEMENTS Roadwav Proposed improvements include seven-ton design street reconstruction for Condons Street, Hope Street, and Mitchell Circle with storm sewer, concrete curb and gutter, driveway restoration, and bituminous surfacing. The proposed width for Condons Street, Hope Street, and Mitchell Circle is 28 feet, which is approximately the same as the existing width. Due to the surrounding topography, the street could not be widened without considerable construction of retaining walls and easement acquisition. The proposed street design for l50th Street includes nine-ton design, a width of 32-feet, and a 5-foot sidewalk along the south side of 1 50th Street. The typical street sections are shown on Exhibit 2. Streetlights are proposed along l50th Street following the standards detailed in the City of Prior Lake Public Works Design Manual. The existing right-of-way is 50 feet wide on Hope Street, and Mitchell Circle, 20 feet wide on Condons Street, and 66 feet wide on l50th Street. Existing permanent easements exist for Condons Street. Right-of-entry agreements will be necessary for driveway restoration due to the topography of the area. Sanitary Sewer Proposed sanitary sewer improvements are shown on Exhibits 3A and 3B. The televising reports indicate offset joints, roots and open fractures in portions of the main on Condons Street, Hope Street, and Mitchell Circle. It is recommended that the failing vitrified clay pipe in these areas be replaced with 8-inch PVC pipe. Forcemain pipe will also be replaced on l50th due to maintenance concerns. In areas that the sanitary sewer is replaced, service connections will be replaced from the main line to the property line. G:\PROJECTS\2003\ 11_150th\2003 FeasReportdoc 4 T'.~'.'--'"~-~~- Water Main Proposed water main improvements are shown on Exhibits 4A and 4B. The cast iron water main in Condons Street, Hope Street, and Mitchell Circle will be replaced with 8- inch ductile iron pipe. In addition, gate valves and hydrants will be replaced and new hydrants will be installed in accordance with the spacing guidelines outlined in the Public Works Design Manual. Water service connections will be replaced from the main to the property line and new curb boxes will be installed. The ductile iron water mains in 150th Street, Hope Street, and Mitchell Circle do not require replacement. Gate valves and fire hydrants will be replaced and additional valves and hydrants installed to meet spacing requirements. Storm Sewer Proposed storm sewer improvements are shown on Exhibits 5A and 5B. The storm sewer system improvements will consist of replacing existing pipe and catch basins on Condons Street, Hope Street, l50th Street, and Mitchell Circle. The storm sewer systems will be replaced at similar locations. Additional catch basins and pipe will be added to provide proper intersection drainage. A meeting was held with Prior Lake Spring Lake Watershed District personnel to discuss permitting requirements for the City's proposed improvements. Sediment trap manholes, a storm water treatment manhole, and NURP ponds are proposed prior to discharge into the wetlands and Prior Lake. Street Li2htin2 The cost of street lighting is estimated to be $40,000 for the Condons Street, Hope Street, and Mitchell Circle area and $30,000 for 150th Street. The cost for street lightning in the Condons Street, Hope Street, and Mitchell Circle area is not included in the current estimate. If street lighting is appropriate for this area then the total cost is proposed to be assessed (100%) at a unit rate of $740.74. Because l50th Street is a collector street, the cost for street lighting is proposed to be funded through the Collector Street Fund. The final determination on street lighting on Condons Street, Hope Street, and Mitchell Circle, will be evaluated after the Informational Meeting and Public Hearing. Fundin2 The benefiting property owners are proposed to be assessed for street and storm sewer construction. The property tax levy will be used to finance the City's portion of the street reconstruction costs. The Sewer and Water Enterprise Fund is proposed to finance the water and sanitary sewer improvements. Trunk storm sewer improvements are proposed to be paid for out of the Water Quality and Trunk Reserve Funds. The Collector Street G:\PROJECTSI2003\11_150lhI2003 FeasReportdoc 5 Fund will be used to fund sidewalk improvements and oversizing for 9 ton design on l50th Street. 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 (Exhibit 6) 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. CONDONS STREET. HOPE STREET. AND MITCHELL CIRCLE ITEM Street/Storm Sewer* Water Main Sanitary Sewer COST $703,224 $219,007 $206.798 TOTAL CONDONS AREA COST $1,129,029 150TH STREET ITEM Street/Storm Sewer* Oversizing - 9 Ton Street Design Cost Trunk Storm Sewer Sidewalk Street Lighting Water Main Sanitary Sewer TOTAL 150TH STREET COST TOTAL PROJECT COST COST $893,530 $62,366 $153,176 $49,429 $30,000 $35,607 $14.245 $1,238,353 $ 2,367,382 *Inc1udes 26% Indirect Costs detailed as follows: Engineering (17%) Administration (5%) Financing (4%) G:\PROJECTS\2003\11_150th\2003 FeasReport.doc 6 ._"...m.'~__._"---"~--""~~.""..'.~-_.~-------r-----".'..- FUNDING SOURCES AND SPECIAL ASSESSMENTS The area proposed to be assessed is every lot, piece, and parcel within the City limits benefiting from said improvement, whether abutting or not, within the following described areas: 150th Street. Condons Street. Hope Street and Mitchell Circle Specific property descriptions included in the above-described area, but not inclusive, are as follows: Calvin Erbele's First Addition Condon's Wood Dale Condon's Wood Dale First Addition Hannen's First Addition Hannen's Third Addition Mitchell Pond Schmidt and Widerstrom First Addition R.L.S. 13, 71 and 83 Fairlawn Shores Eastwood Eastwood First Addition Eastwood Second Addition R.L.S. 001, 002, 004, 076, Oak Ridge Court Green Oaks Oak Glenn Oak Glenn Second Addition Prior Shores Estates First Addition Fellons First Addition The improvement cost can be assessed on a unit basis to the benefiting properties as per the Assessment Policy adopted by the City Council on February 21, 1989, and as amended. The following shows the assessment distribution for the streets and lateral storm sewer. See Exhibit 7 for the preliminary assessment rolls. CONDONS STREET, HOPE STREET, AND MITCHELL CIRCLE Total Street & Storm Sewer Project Cost Project Levy (54%) Project Assessment (40%) Project Assessment (100%) Total Project Assessment G:\PROJECTS\2003\11_150th\2003 FeasReport.doc 7 $703,224 $382,867 $255,244 $ 65,113 $320,357 Unit Method Assessable Units Estimated Unit Assessment 49 Units $5,209.07/Unit Unit Method (5 units charged at 100%) Assessable Units Estimated Unit Assessment 5 Units $13,022.67IUnit 150TH STREET Total Street & Storm Sewer Project Cost $893,530 Proj ect Levy (60%) $544,628 Project Assessment (40%) $357,412 Total Project Assessment $281,806 Unit Method Assessable Units Estimated Unit Assessment 41 Units* $6873.3llUnit * 11 additional units were assigned to the unit method and not charged the project assessment. The 11 units represent un-assessable parcels along 150th Street. Funding for the remainder of the project is summarized in the following three tables: COST ESTIMATE AND FUNDING SOURCES - CONDONS STREET, HOPE STREET, AND MITCHELL CIRCLE ITEM COST ASSESSMENTS TAX SEWER & ESTIMATE LEVY WATER FUND Street/Storm $703,224 $320,357 $382,867 Sewer Water Main $219,007 $219,007 Sanitary Sewer $206,798 $206,798 TOTAL $1,129,029 $320,357 $382,867 $425,805 G:\PROJECTS\2003\11_150th\2003 FeasReportdoc 8 ~. .---. '...,...~...~._'_.~......... ~._-_. ...,-....-.....-. COST ESTIMATE AND FUNDING SOURCES _150TH STREET ITEM COST ASSESS. TAX SEWER TRUNK WATER COLLECTOR ESTIMATE LEVY & RESERVE QUALIT STREET WATER FUND Y FUND FUND FUND Street/Storm $893,530 $281,806 $611,724 Sewer 9 Ton Street $62,366 $62,366 Design Cost Trunk Storm $153,176 $73,176 $80,000 Sidewalks $49,429 $49,429 Street $30,000 $30,000 Lighting Sanitary $14,245 $14,245 Sewer Water Main $35,607 $35.607 TOTAL $1,238,353 $281,806 $611,724 $49,852 $73,176 $80,000 $141,795 COST ESTIMATE AND FUNDING SOURCES _150TH STREET, CONDONS STREET, HOPE STREET, AND MITCHELL CIRCLE ITEM COST ASSESS. TAX SEWER TRUNK WATER COLLECTOR ESTIMA TE LEVY & RESERV QUALIT STREET WATER E FUND Y FUND FUND FUND Street/Storm $1,596,754 $602,163 $994,591 Sewer 9 Ton Street $153,176 $73,176 $80,000 Design Cost Trunk Storm $62,366 $62,366 Sidewalks $49,429 $49,429 Street $30,000 $30,000 Lighting Sanitary $221,043 $221,043 Sewer Water Main $254,614 $254,614 TOTAL $2,367,382 $602,163 $994,591 $475,657 $73,176 $80,000 $141,795 With a total estimated project cost of $2,367,382, an estimated bond issue of $1,600,000, the assessed amount of $602,163 would be equivalent to 38% of the total bond issue. Minnesota Statutes Chapter 429 Special Assessment Bond issue requires that a minimum of 20% of the total bond issue amount be recovered through special assessments. G:\PROJECTSI2003\11_15OthI2003 FeasReport.doc 9 PROJECT SCHEDULE The following project schedule outlines an approach to complete the assessable projects in 2003: 1/21/03 Hope Street, and Mitchell 1/28/03 ecifications 1/29/03 2/18/03 3/03 4/02/03 5/07/03 5/19/03 6/03/03 9/03 9/15/03 10/20/03 CONCLUSION The proposed improvement is necessary, cost effective, and feasible from an engmeenng standpoint and should be made as proposed. The total estimated cost of the recommended improvements is $2,367,382. A portion of this project is proposed to be assessed to the benefiting property owners and the remainder through other funding sources. G:\PROJECTSI2003\11_150thI2003 FeasReport.doc 10 ,. -_. -. .. '..T~ --_.~ Q) ....... Q) L- U L- C Q) a~ o~ .....(9 ~~ "'0..0 co L- a ~ 0:::0 o c? ... .. \. 0 ClO 0 \:j 0 00 [J 0 \] 00 () '\:> C:lCC] Cl ~ JNO:! HSId LJQ W ::t:: 0 :5 0::: 0 0 0::: 0.. 0::: W 0 ~ ...J 0 III z+- :s co CJ CJ 6'\? 3I\V.J.N:l/\EElC]R.I P;;i\ (~[ \\\ \~~.'~;;~ ~~~ PROJECT AREA MAP EXHIBIT 1 R.O.W. V ARI ES 14' ~ ROADWAY 14' 50' R.O.W. VARIES B618 CONC. CURB&GUTTER .. ...~JIt:- ~. ... 1 1/2" 2331 TYPE 41 A BITUMINOUS WEAR COURSE 2" 2331 TYPE 31 B BITUMINOUS BASE COURSE 10" CLASS 5 AGGREGATE BASE NOTE: ALL ROADS TO BE CONSTRUCTED TO A MIN. OF 7 TON DESIGN CON DONS STREET, HOPE STREET, MITCHELL CIRCLE AREA 2 R.O.W. 66' <t ROADWAY R.O.W. 30 MIN VARIES 16' 16' B618 CONC. CURB&GUTTER 8' 5' l' ..-...... ... ... =-...... 2" 2331 TYPE 41A BITUMINOUS WEAR COURSE 2" 2331 TYPE 31 B BITUMINOUS BASE COURSE 15" CLASS 5 AGGREGATE BASE NOTE: ALL ROADS TO BE CONSTRUCTED TO A MIN. OF 9 TON DESIGN 150TH ST. AREA 1 PROPOSED STREET SECTIONS . . 2003 FEASIBILITY REPORT EXHIBIT 2 _ " _ _'~'''''''''''''-__'~.,~'m'____,___,"_,___,,,_~,,,,,~,_ ~,.. "_...', j ~ z*- is i.(~."?'~~\ 1t5~~) '. 4t .../ ._~~~~.", ~ D c t'll CJ ~ ~ ~ Q) c ~ ;: c 00 Q) t'll Q) en t'll c UJ ~ en - ~ 'm 'E ~ ~ OJ ~ ~ c Q) :.:J t'll :;::; (.) Q) :<.::: UJ ~ C Q) C 'x 0 ~ 0 en t'll w u.. 0 :;::; '0 en '0 u.. (.) C :J Q) OJ 0 Q) OJ ~ UJ C '0 UJ C - 0 0 UJ :;::; C :;::; C c.. UJ t'll c.. UJ 0 0 .x .c 0 .x ~ ~ () 0- W <( Cl. w '0 [] < " "- 0 ~ ./ <0 < < " "- 0 D G [) 0 0 (\ 0 t:::::;C'::J C:) f:::J D D ~ V f:::::; L:::J c:J Q 0 CJ CJ 0 c;] \/CJ Db c:::J GJC::t 0 0 D f'3 C::::JD cD 0 Gc] 00 V D CJ 1] 0 t::J [j 0 {J 0 0 0(:;; 0 GJ CJ 0 0 Q 0 0 Uo [) U {J 0 0 V 0 Q \ cO D 0 i---- CJuCJ \/ 0 vD LJ CJ D GJ 00 DO c:::::J Q 00 Q C:J C:::J [] 0 PROPOSED SANITARY SEWER AREA 1 EXHIBIT 3A SJ EJ o o 0 V) ~ c=J \ \ ''\., ( ( " 'V/I''-I', ~'Jj i" U- ,- ,IJ c;]~ D l)~ I- Z o :E w (~ g ~ [i: N W*E Proposed Sewer Main N Existing Sanitary Sewer Main s Abandon Existing Sewer II. I " ^ / ,I Proposed Force Main Existing Force Main D [] GCJD !i J; .....". ! J c> ~ //0 n ~~8)? V Gt? 0 Ls-J C'" ~"'" 0 ,,"- - 'v--.../{J ^, (~ lJODGJ O~ [J CJ '; CJ CU \D (\, ~ ~': V \J o~"_~" \ \t~ 0" \ 7' '. ::i 'I '-'-,., G5 ' 0 I-/{ c:{l\] i o /\\j G::J\) o "------,- ........" ~-- \ PROPOSED SANITARY SEWER AREA 2 EXHIBIT 38 "t' - --- - LJ 00 C? o [] ('\ [J V~ 0 /i '\..--!. 0 '0 ~) \> ' >"') [) 00 V ~ " o 0 V o 00 [} 0 c:s CJ 0 LJD a D 0 D o 0 C? v CJ o cD 1] r!J o D C::::J 0 00 o C:J G GJ DWcJ 00 Q [) LJ \j w z*- :s o [f G G:J DO o .LJ PROPOSED WATERMAIN AREA 1 e: II) m - ~ "E 0... .... :.:J 0 Q) - e: 00 .~ m 0 S :.;::; -em 0 - Q)~ C) ::::l e: II) .... e: .... m o Q) :.;::; - Q) II) ~ .... 0._ II) e: 't:l ~~ "x 0 m >- 0 > I W [J ~ C!l < < [ " {J 0 \0 t::::J!0 (:;)f::JCJD \/CJ o [) o CJ v o c:J cJ 0 (;:J o 0 Q CJC::J n 0 cJ /'\. 1J CJ ) ~ CJ EXHIBIT 4A J N X Valve W+E ~ Hydrant s N Proposed 8" DIP Water Main /V Existing Water Main ~u CJ ~ oOOODqO 0 o Cj o l)~ I- Z o ~ w (^''- (!) " Cl o oc CONOONS sr . ~D CJ D D [J C2J CJ Q 6/,/', 0/ ""/ /x (; /"^'; 0 o"'~ o!l~J V G GJ o 0 ~ "-- ~/ /", o o 20" DIP Q lJODcT; o /V< ~) CJ U 6'C/p " o o (\ (y PROPOSED WATERMAIN AREA 2 EXHIBIT 4B c_ _ .__.. __...,-' .. _..._ \j .'u <0 \::,\J..D.- o () 0 o 0 \J r;] '\)/ 0 \ 1] \J .FJ f:::J . 0 ~ \)\{'/~~ = .. '<'IS) ",--' \:::;~ !i1-- -s:. Z0 C:J c:J Q d CJ CJ 0 ~ Q ,~ ..- DO o CJ o DO 0 pO dJ DO o CJ 1] o [] ~ 0 D [::J c::::; Q C:J '~~~" f:3 u tJ r;'i'\.\ " o .... () O ~ /\ 'v\) o 00D [) ,CJ il ~ ;.1.~..1'~" ! 00 D u .,0 '> Q V \ ,(j '^, [} '--'~DlR-~ b G JO SJ 0 =lCJ.~~_~ {J ~ \j . tr,--; C:J qCJ {J" 'J-O' CJ Q DC:J 'OD [l 0 ocJ/~ D ~O 1] Q [\ Dp ;~~)\) o .......,. \'i 0 D o 00 D 0 CS CJ 0 Cl 00 D 0 CJ 0 0 [? Q [::Jc'JcJ w Z+. ~ '- ~ '- Q) ~ Q) ~ II) C/) Q) - 0 'E :;:; E C/) (.) E ::J Q) '- 0 C/) en '- ~ ~ 0 0 '0 - II) C/) :;:; ~ co '0 (.) Q) w OJ Q) Cl :::s '0 II) ~ '- '0 0 - .c ..s::: :.;:; III Q) (.) Q. II) ~ ~ '- - 0 'x 0 co co co '- U ~ lL. U 0... W . ...~. > i1t "" 00 o cJ CJ o [j PROPOSED STORM SEWER AREA 1 EXHIBIT SA j ~ SJ CJ EJ o N W+E s o Cj CJ 2) Uc:JCJD o G~ t- Z o ~ w <:~ g '0 ~ ~/' orr.)",... ''"m' 'C., :0 ~~ '=.1 ~ ~/ ",/~~,' On I/O /yo~~ V (j 0 o &)- 0 lJ GJ < "'-. f.v...../j'--, o GJ SJ CU D \Jt v 8CJDc=J 00 .y/ [J [J ~ CJ5 Q~ 0 CO ~ ~(\ v<--J \/ o o PROPOSED STORM SEWER AREA 2 Manhole *' Flared End Section Catch Basin /\/ Proposed Storm Sewer Existing Storm Sewer a (\ V' o ~ . ~ ....--."-~~.....~..~..._.__.._..~. ...-. ~.. ,. ..~..._.._..,... '-'"1'--'--~""~'-'----'-"-""~'-'" '. EXHIBIT 5B EXHIBIT 6 FEASIBILITY STUDY - ENGINEER'S ESTIMATE CITY OF PRIOR LAKE CITY PROJECT # 03-11 CONDONS STREET, HOPE STREET, MITCHELL CIRCLE, & 150TH STREET SCHEDULE NO.1 (STREET - CONDONS, HOPE, MITCHELL) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2021.501 MOBILIZATION LS 1 $ 20,000.00 $ 20,000.00 2 2101.501 CLEARING AC 0.08 $ 5,000.00 $ 400.00 3 2101.506 GRUBBING AC 0.08 $ 4,500.00 $ 360.00 4 2101.502 CLEARING TREE 11 $ 250.00 $ 2,750.00 5 2101.507 GRUBBING TREE 11 $ 200.00 $ 2,200.00 6 2104.503 REMOVE BITUMINOUS PAVEMENT SY 10850 $ 1.50 $ 16,275.00 7 2104.503 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 1089 $ 4.00 $ 4,356.00 7 2104.503 REMOVE CONCRETE WALK/DRIVEWAY SY 159 $ 7.00 $ 1,113.00 8 2104.511 SAWING CONCRETE PAVEMENT LF 160 $ 6.00 $ 960.00 9 2104.513 SAWING BITUMINOUS PAVEMENT LF 785 $ 4.50 $ 3,532.50 10 2104.521 SALVAGE & REINSTALL SPLIT RAIL FENCE LF 475 $ 20.00 $ 9,500.00 11 2104.523 SALVAGE & REINSTALL SIGN EA 5 $ 110. 00 $ 550.00 12 2104.604 SALVAGE & REINSTALL RET WALL SY 63 $ 225.00 $ 14,175.00 13 2105.501 COMMON EXCAVATION (P) CY 9185 $ 6.00 $ 55,110.00 14 2105.525 TOPSOIL BORROW (CV) CY 918 $ 17.00 $ 15,606.00 15 2105.609 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 20 $ 22.00 $ 440.00 16 2112.501 SUBGRADE PREPARATION RS 28.9 $ 220.00 $ 6,358.00 17 2130.501 WATER DUST CONTROL MGAL 60 $ 40.00 $ 2.400.00 18 2211.501 AGGREGATE BASE, CLASS 5 TON 6234 $ 12.00 $ 74,808.00 19 2232.501 MILL BITUMINOUS SURFACE SY 62 $ 12.50 $ 775.00 20 2331.521 BITUMINOUS DRIVEWAY RESTORATION SY 1089 $ 16.00 $ 17,424.00 21 2331.508 TYPE 41A, WEARING COURSE MIXTURE TON 1109 $ 35.00 $ 38,815.00 22 2331.514 TYPE 31B, BASE COURSE MIXTURE TON 835 $ 30.00 $ 25,050.00 23 2357.502 BIT. MATERIAL FOR TACK COAT GAL 450 $ 2.00 $ 900.00 24 2411.604 MODULAR BLOCK RETAINING WALL SY 56 $ 200.00 $ 11,200.00 25 2504.602 ADJUST VALVE BOX EA 1 $ 150.00 $ 150.00 26 2504.602 ADJUST CURB BOX EA 68 $ 150.00 $ 10,200.00 27 2506.522 ADJUST FRAME & RING CASTING EA 16 $ 200.00 $ 3,200.00 28 2506.511 RECONSTRUCT SANITARY MANHOLE LF 8 $ 250.00 $ 2,000.00 29 2506.521 INSTALL MCI 301-A CASTING EA 8 $ 350.00 $ 2,800.00 30 2531.501 CONCRETE CURB & GUTTER, DESIGN B618 LF 5780 $ 8.00 $ 46,240.00 31 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 158 $ 38.00 $ 6,004.00 32 2540.601 TEMPORARY MAILBOXES LS 1 $ 3,200.00 $ 3,200.00 33 2563.601 TRAFFIC CONTROL LS 1 $ 10,000.00 $ 10,000.00 34 2573.602 CATCH BASIN SEDIMT. BAR. DURING CONST. EA 17 $ 100.00 $ 1,700.00 35 2573.502 SILT FENCE, HEAVY DUTY LF 460 $ 3.00 $ 1,380.00 36 2575.505 SODDING, LAWN & BOULEVARD SY 3673 $ 2.50 $ 9,182.50 37 2575.525 EROSION STABILIZATION BLANKET - SYNTHETIC SY 100 $ 8.00 $ 800.00 T SCHEDULE NO.1 (STREET - CONDONS, HOPE, MITCHELL) TOTAL $ 421,114.00 SCHEDULE NO.2 (STORM SEWER- CONDONS, HOPE, MITCHELL) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE SEWER PIPE (STORM) LF 680 $ 7.00 $ 4,760.00 2 2104.509 REMOVE DRAINAGE STRUCTURE EA 8 $ 300.00 $ 2,400.00 3 2501.515 15" RC PIPE APRON WfTRASH GUARD EA 1 $ 800.00 $ 800.00 4 2501.515 18" RC PIPE APRON WfTRASH GUARD EA 1 $ 1,000.00 $ 1,000.00 5 2501.515 24" RC PIPE APRON WfTRASH GUARD EA 1 $ 1,500.00 $ 1,500.00 6 2503.541 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 1030 $ 28.00 $ 28,840.00 7 2503.541 18" RC PIPE SEWER, DESIGN 3006 CLASS V LF 293 $ 30.00 $ 8,790.00 8 2503.541 24" RC PIPE SEWER, DESIGN 3006 CLASS V LF 248 $ 35.00 $ 8,680.00 9 2506.502 CON ST. DRAINAGE STRUCT., DESIGN 48-4022 EA 12 $ 1,600.00 $ 19,200.00 10 2506.502 CONST. DRAINAGE STRUCT., DESIGN H EA 3 $ 1,000.00 $ 3,000.00 11 2506.502 CONST. DRAINAGE STRUCT., DESIGN SPECIAL (2'x3') EA 5 $ 1,200.00 $ 6,000.00 bidtab1/14/03 6E 12 2506.502 CONST. DRAINAGE STRUCT., SEDIMENT TRAP EA 2 $ 8,000.00 $ 16,000.00 13 2506.502 CONST. STORM WATER TREATMENT STRUCTURE EA 1 $ 20,000.00 $ 20,000.00 1.4 2511.501 RANDOM RIP RAP CLASS III CY 12.7 $ 100.00 $ 1,270.00 15 2512.602 ARTICULATED CONCRETE MATTRESS SF 256 $ 40.00 $ 10,240.00 16 SPEC. PIPE FOUNDATION MATERIAL CY 226 $ 20.00 $ 4,520.00 T SCHEDULE NO.2 (STORM SEWER. CONDONS, HOPE, MITCHELL) TOTAL $ 137,000.00 SCHEDULE NO.3 (SANITARY. CON DONS, HOPE, MITCHELL) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE EXISTING SANITARY SEWER FORCEMAIN LF 150 $ 7.00 $ 1,050.00 2 2104.501 REMOVE EXISTING SANITARY SEWER LF 2125 $ 7.00 $ 14,875.00 3 2104.501 REMOVE EXISTING SANITARY SEWER SERVICE PIPE LF 1140 $ 7.00 $ 7,980.00 4 2104.509 REMOVE MANHOLE EA 13 $ 350.00 $ 4,550.00 5 2503.602 BULKHEAD SANITARY SEWER EA 8 $ 350.00 $ 2,800.00 6 2503.602 CHIMNEY SEALS EA 15 $ 300.00 $ 4,500.00 7 2503.602 CONNECT TO EXISTING SANITARY SEWER, MH EA 5 $ 1,200.00 $ 6,000.00 8 2503.602 RECONNECT SANITARY SEWER SERVICE EA 42 $ 700.00 $ 29,400.00 9 2503.602 8" X4" PVC WYE EA 42 $ 100.00 $ 4,200.00 10 2503.603 SANITARY MANHOLE EXTRA DEPTH (>8 FT.) LF 73.88 $ 150.00 $ 11,082.00 11 2503.603 8" PVC SEWER SDR35 LF 1915 $ 35.00 $ 67,025.00 12 2503.603 4" PVC SEWER SDR26 IF 765 $ 20.00 $ 15,300.00 13 2503.603 2" C-900 SANITARY SEWER FORCEMAIN LF 400 $ 20.00 $ 8,000.00 13 2506.502 48' DIAMETER SANITARY MANHOLE EA 15 $ 1,800.00 $ 27,000.00 14 SPEC. PIPE FOUNDATION MATERIAL CY 138 $ 22.00 $ 3,036.00 T SCHEDULE NO.3 (SANITARY - CON DONS, HOPE, MITCHELL) TOTAL $ 206,798.00 SCHEDULE NO.4 (WATERMAIN . CONDONS, HOPE, MITCHELL) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE WATERMAIN IF 2060 $ 6.50 $ 13,390.00 2 2104.501 REMOVE WATER SERVICE LINE IF 1228 $ 6.50 $ 7,982.00 3 2104.509 REMOVE HYDRANT EA 9 $ 300.00 $ 2,700.00 4 2104.509 REMOVE VALVE AND BOX EA 4 $ 200.00 $ 800.00 5 2104.509 REMOVE CURB STOP AND BOX EA 42 $ 100.00 $ 4,200.00 6 2504.601 TEMPORARY WATER SERVICE lS 1 $ 10,000.00 $ 10,000.00 7 2504.602 HYDRANT WITH 6" VALVE AND BOX EA 9 $ 2,500.00 $ 22,500.00 8 2504.602 8" GATE VALVE AND BOX EA 6 $ 800.00 $ 4,800.00 9 2504.602 1" CORPORATION STOP EA 42 $ 70.00 $ 2,940.00 10 2504.602 1" CURB STOP & BOX EA 42 $ 130.00 $ 5,460.00 11 2504.602 RECONNECT WATER SERVICE EA 42 $ 300.00 $ 12,600.00 12 2504.602 WATER SHUTOFF CASTING ASSEMBLY EA 11 $ 200.00 $ 2,200.00 13 2504.602 CONNECT TO EXISTING WATERMAIN EA 5 $ 1,100.00 $ 5,500.00 14 2504.603 20' DIP WATERMAIN, CLASS 52 LF 50 $ 50.00 $ 2,500.00 15 2504.603 8" DIP WATERMAIN, CLASS 52 IF 2465 $ 25.00 $ 61,625.00 16 2504.603 6" DIP WATERMAIN, CLASS 52 IF 325 $ 24.00 $ 7,800.00 17 2504.603 1" TYPE K COPPER PIPE IF 1228 $ 15.00 $ 18,420.00 18 2504.605 WATERMAIN INSULATION SF 2000 $ 4.00 $ 8,000.00 19 2504.62 DIP FITTINGS lBS 11057 $ 2.00 $ 22,114.00 20 SPEC. PIPE FOUNDATION MATERIAL CY 158 $ 22.00 $ 3,476.00 T SCHEDULE NO.4 (WATERMAIN . CON DONS, HOPE, MITCHELL) TOTAL $ 219,007.00 SCHEDULE NO.5 (STREET. 150TH STREET) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2021.501 MOBILIZATION lS 1 $ 30,000.00 $ 30,000.00 2 2101.501 CLEARING AC 0.45 $ 5,000.00 $ 2,250.00 3 2101.506 GRUBBING AC 0.45 $ 4,500.00 $ 2,025.00 4 2101.502 CLEARING TREE 20 $ 250.00 $ 5,000.00 bidtab1/14/03 6E .~..,......_'-~..._....._-'--~. 5 2101.507 GRUBBING TREE 20 $ 200.00 $ 4,000.00 6 2104.503 REMOVE BITUMINOUS PAVEMENT SY 13985 $ 1.50 $ 20,977.50 7 2104.503 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 1537 $ 4.00 $ 6,148.00 8 2104.503 REMOVE CONCRETE WALKlDRIVEW A Y SY 86 $ 7.00 $ 602.00 9 2104.511 SAWING CONCRETE PAVEMENT LF 39 $ 6.00 $ 234.00 10 2104.513 SAWING BITUMINOUS PAVEMENT LF 1029 $ 4.50 $ 4,630.50 11 2104.521 SALVAGE & REINSTALL SPLIT RAIL FENCE LF 60 $ 40.00 $ 2,400.00 12 2104.523 SALVAGE & REINSTALL SIGN EA 20 $ 110.00 $ 2,200.00 13 2104.604 SALVAGE & REINSTALL RET WALL SY 75 $ 225.00 $ 16,875.00 14 2105.501 COMMON EXCAVATION (P) CY 14540 $ 6.00 $ 87,240.00 15 2105.525 TOPSOIL BORROW (CV) CY 1252 $ 17.00 $ 21,284.00 16 2105.609 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 20 $ 22.00 $ 440.00 17 2112.501 SUBGRADE PREPARATION RS 33.8 $ 220.00 $ 7,436.00 18 2130.501 WATER DUST CONTROL MGAL 60 $ 40.00 $ 2,400.00 19 2211.501 AGGREGATE BASE, CLASS 5 TON 12458 $ 12.00 $ 149,496.00 20 2232.501 MILL BITUMINOUS SURFACE SY 285 $ 12.50 $ 3,562.50 21 2331.521 BITUMINOUS DRIVEWAY RESTORATION SY 1537 $ 16.00 $ 24,592.00 22 2331.508 TYPE 41A, WEARING COURSE MIXTURE TON 1429 $ 35.00 $ 50,015.00 23 2331.514 TYPE 31B, BASE COURSE MIXTURE TON 1429 $ 30.00 $ 42,870.00 24 2357.502 BIT. MATERIAL FOR TACK COAT GAL 577 $ 2.00 $ 1,154.00 25 2411.604 MODULAR BLOCK RETAINING WALL SY 111 $ 200.00 $ 22,200.00 26 2504.602 ADJUST VALVE BOX EA 13 $ 150.00 $ 1,950.00 27 2504.602 ADJUST CURB BOX EA 50 $ 150.00 $ 7,500.00 28 2506.522 ADJUST FRAME & RING CASTING EA 18 $ 200.00 $ 3,600.00 29 2506.511 RECONSTRUCT SANITARY MANHOLE LF 12 $ 250.00 $ 3,000.00 30 2506.521 INSTALL MC1301-A CASTING EA 18 $ 350.00 $ 6,300.00 31 2521.501 4" CONCRETE WALK SF 13295 $ 3.25 $ 43,208.75 32 2521.501 6" CONCRETE WALK SF 1555 $ 4.00 $ 6,220.00 33 2531.501 CONCRETE CURB & GUTTER, DESIGN B618 LF 6760 $ 8.00 $ 54,080.00 34 2531.602 CONCRETE PEDESTRIAN CURB RAMP EA 5 $ 100.00 $ 500.00 35 2540.601 TEMPORARY MAILBOXES LS 1 $ 3,200.00 $ 3,200.00 36 2563.601 TRAFFIC CONTROL LS 1 $ 10,000.00 $ 10,000.00 37 2564.603 4" SOLID LINE WHITE-PAINT LF 6760 $ 0.15 $ 1,014.00 38 2564.603 4" BROKEN LINE YELLOW - PAINT LF 3380 $ 0.10 $ 338.00 39 2573.602 CATCH BASIN SEDIMT. BAR DURING CONST. EA 32 $ 100.00 $ 3,200.00 40 2573.502 SILT FENCE, HEAVY DUTY LF 585 $ 3.00 $ 1,755.00 41 2575.505 SODDING, LAWN & BOULEVARD SY 11267 $ 2.50 $ 28,167.50 T SCHEDULE NO.5 (STREET -150TH STREET) TOTAL $ 684,064.75 SCHEDULE NO.6 (STORM SEWER -150TH STREET) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE SEWER PIPE (STORM) LF 1102 $ 7.00 $ 7,714.00 2 2104.509 REMOVE DRAINAGE STRUCTURE EA 18 $ 300.00 $ 5,400.00 3 2503.541 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 1130 $ 28.00 $ 31,640.00 4 2503.541 18" RC PIPE SEWER, DESIGN 3006 CLASS V LF 58 $ 30.00 $ 1,740.00 5 2503.541 21" RC PIPE SEWER, DESIGN 3006 CLASS V LF 148 $ 33.00 $ 4,884.00 6 2503.541 24" RC PIPE SEWER, DESIGN 3006 CLASS V LF 613 $ 35.00 $ 21,455.00 7 2506.502 CONST. DRAINAGE STRUCT., DESIGN 48-4020 EA 3 $ 1,600.00 $ 4,800.00 8 2506.502 CONST. DRAINAGE STRUCT., DESIGN 48-4022 EA 18 $ 1,600.00 $ 28,800.00 9 2506.502 CONST. DRAINAGE STRUCT., DESIGN H EA 5 $ 1,000.00 $ 5,000.00 10 2506.502 CONST. DRAINAGE STRUCT., DESIGN SPECIAL (2'x3') EA 9 $ 1,200.00 $ 10,800.00 11 2506.602 CONNECT TO EXISTING STORM PIPE EA 2 $ 1,000.00 $ 2,000.00 12 2506.603 CONSTRUCT MANHOLE >8' DEEP - 48-4020 LF 13 $ 100.00 $ 1,300.00 13 2506.603 CONSTRUCT MANHOLE >8' DEEP - 48-4022 LF 18.28 $ 100.00 $ 1,828.00 14 SPEC. PIPE FOUNDATION MATERIAL CY 476 $ 20.00 $ 9,520.00 T SCHEDULE NO.6 (STORM SEWER - 150TH STREET) TOTAL $ 136,881.00 SCHEDULE NO.7 (TRUNK STORM SEWER - 150TH STREET) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 2101.501 CLEARING AC 1.07 $ 5,000.00 $ 5,350.00 bidtab1/14/03 6E 2 2101.506 GRUBBING AC 1.07 $ 4.500.00 $ 4.815.00 3 2104.501 REMOVE SEWER PIPE (STORM) LF 555 $ 7.00 $ 3.885.00 4 2104.509 REMOVE DRAINAGE STRUCTURE EA 8 $ 300.00 $ 2,400.00 5 2105.501 COMMON EXCAVATION (P) CY 1800 $ 8.50 $ 15.300.00 6 2105.525 TOPSOIL BORROW (CV) CY 575 $ 17.00 $ 9.775.00 7 2501.515 15" RC PIPE APRON WITRASH GUARD EA 2 $ 1.000.00 $ 2.000.00 3 2501.515 21" RC PIPE APRON WITRASH GUARD EA 1 $ 1,000.00 $ 1,000.00 4 2501.515 24" RC PIPE APRON WITRASH GUARD EA 2 $ 1,200.00 $ 2,400.00 8 2503.541 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 560 $ 28.00 $ 15,680.00 9 2503.541 18" RC PIPE SEWER, DESIGN 3006 CLASS V LF 25 $ 30.00 $ 750.00 10 2503.541 21" RC PIPE SEWER, DESIGN 3006 CLASS V LF 225 $ 33.00 $ 7,425.00 11 2503.541 24" RC PIPE SEWER, DESIGN 3006 CLASS V LF 550 $ 35.00 $ 19,250.00 12 2506.502 CONST. DRAINAGE STRUCT., DESIGN 48-4020 EA 5 $ 1,600.00 $ 8,000.00 13 2506.502 CONST. DRAINAGE STRUCT., SEDIMENT TRAP EA 2 $ 8,000.00 $ 16,000.00 14 2511.501 RANDOM RIP RAP CLASS III CY 25 $ 100.00 $ 2,500.00 15 2512.602 ARTICULATED CONCRETE MATTRESS SF 512 $ 40.00 $ 20,480.00 16 2573.502 SILT FENCE, HEAVY DUTY LF 235 $ 3.00 $ 705.00 17 2575.501 SEEDING ACRE 1.07 $ 500.00 $ 535.00 18 2575.502 SEED MIXTURE 60A LB 107 $ 10.00 $ 1,070.00 19 2575.511 MULCH MATERIAL TYPE I TON 2.14 $ 200.00 $ 428.00 20 2575.525 EROSION STABILIZATION BLANKET - SYNTHETIC SY 1511 $ 8.00 $ 12,088.00 21 SPEC. PIPE FOUNDATION MATERIAL CY 67 $ 20.00 $ 1,340.00 T SCHEDULE NO.7 (TRUNK STORM SEWER -150TH STREET) TOTAL $ 153,176.00 SCHEDULE NO.8 (SANITARY -150TH STREET) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE EXISTING SANITARY SEWER FORCEMAIN LF 400 $ 7.00 $ 2,800.00 2 2104.501 REMOVE EXISTING SANITARY SEWER SERVICE PIPE LF 125 $ 7.00 $ 875.00 3 2503.602 CHIMNEY SEALS EA 5 $ 300.00 $ 1,500.00 4 2503.603 2" C-900 SANITARY SEWER FORCEMAIN LF 400 $ 20.00 $ 8,000.00 5 2503.603 8" INSIDE DROP CONNECTION EA 1 $ 700.00 $ 700.00 6 2503.603 8" INSIDE DROP EXTRA DEPTH (>2FT) 1 $ 40.00 $ 40.00 7 SPEC. PIPE FOUNDATION MATERIAL CY 15 $ 22.00 $ 330.00 T SCHEDULE NO.8 (SANITARY -150TH STREET) TOTAL $ 14,245.00 SCHEDULE NO.9 (WATERMAIN -150TH STREET) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE WATERMAIN LF 100 $ 6.50 $ 650.00 2 2104.501 REMOVE WATER SERVICE LINE LF 125 $ 6.50 $ 812.50 3 2104.509 REMOVE HYDRANT EA 2 $ 300.00 $ 600.00 4 2104.509 REMOVE VALVE AND BOX EA 5 $ 200.00 $ 1,000.00 5 2104.509 REMOVE CURB STOP AND BOX EA 5 $ 100.00 $ 500.00 6 2504.602 HYDRANT WITH 6" VALVE AND BOX EA 4 $ 2,500.00 $ 10,000.00 7 2504.602 12" GATE VALVE AND BOX EA 6 $ 800.00 $ 4,800.00 8 2504.603 12" DIP WATERMAIN, CLASS 52 LF 160 $ 40.00 $ 6,400.00 9 2504.603 6" DIP WATERMAIN, CLASS 52 LF 100 $ 24.00 $ 2,400.00 10 2504.605 WATERMAIN INSULATION SF 400 $ 4.00 $ 1,600.00 11 2504.62 DIP FITTINGS LBS 3268 $ 2.00 $ 6,536.00 12 SPEC. PIPE FOUNDATION MATERIAL CY 14 $ 22.00 $ 308.00 T SCHEDULE NO.9 (WATERMAIN -150TH STREET) TOTAL $ 35,606.50 SCHEDULE NO. 10 (STREET LIGHTING -150TH STREET) ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE SPEC STREET LIGHTING LS $ 30,000.00 $ 30,000.00 T SCHEDULE NO. 10 (STREET LIGHTING -150TH STREET) TOTAL $ 30,000.00 bidtab1/14/03 6E m ""too TOTAL (03-11) SCHEDULE NO.1 (STREET - CON DONS, HOPE, MITCHELL) SCHEDULE NO.2 (STORM SEWER - CON DONS, HOPE, MITCHELL) SCHEDULE NO.3 (SANITARY - CONDONS, HOPE, MITCHELL) SCHEDULE NO. 4(WATERMAIN - CONDONS, HOPE, MITCHELL) SCHEDULE NO.5 (STREET - 150TH STREET) SCHEDULE NO.6 (STORM SEWER. 150TH STREET) SCHEDULE NO.7 (TRUNK STORM SEWER -150TH STREET) SCHEDULE NO.8 (SANITARY -150TH STREET) SCHEDULE NO.9 (WATERMAIN - 150TH STREET) SCHEDULE NO. 10 (STREET LIGHTING -1!iOTH STREET) BID SCHEDULE NO. 1-9 TOTAL $ $ $ $ $ $ $ $ $ $ $ 421,114.00 137,000.00 206,798.00 219,007.00 684,064.75 136,881.00 153,176.00 14,245.00 35,606.50 30,000.00 2,037,892.25 T TOTAL CONSTRUCTION COST $ 2,037,892.25 bidtab1/14/03 6E -J -J o 0::: I- Z w :E U) U) w U) U) <( o w U) o 0.. o 0::: 0.. 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