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Home My WebLink About9C Attach - Feasibility Report F ul I Report ;S ;;ltfclcheJ <)~pua.Tely ;'" yow ruk45 PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE MAIN A VENUE AND DAKOTA STREET IMPROVEMENT PROJECT INCLUDING UTILITY IMPROVEMENTS, STORM SEWER, GRADING, CONCRETE CURB, STREET PAVING, SURFACE IMPROVEMENTS, STREET LIGHTING AND APPURTENANT WORK January 2004 G:\PROJECTSI2OO4'_OownIDwn\FEASRERT.OOC PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE MAIN AVENUE AND DAKOTA STREET IMPROVEMENT PROJECT INCLUDING UTILITY IMPROVEMENTS, STORM SEWER, GRADING, CONCRETE CURB, STREET PAVING, SURFACE IMPROVEMENTS, STREET LIGHTING AND APPURTENANT WORK January 2004 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. '- ~ v-~4 M~ O.LvvvQ-* Susan J. McDermott, P.E. Reg. No. 21715 '/:J~/D y DatI I G:\PROJECTS\2004\Ol_Downtown\FEASREPORT.DOC 2 INTRODUCTION On September 15, 2003, the Prior Lake City Council adopted Resolution 03-159, which ordered the preparation of a feasibility report for improvements to Main Avenue and Dakota Street, located within the northeast quarter of Section 2, Township 114 North, Range 22 West, Scott County, Minnesota. SCOPE The proposed project consists of the following: . Reconstruction of Main Avenue from County Highway (CH) 21 to Kop Parkway, including streetlights and streetscape amenities. . Reconstruction of Dakota Street from Trunk Highway (TH) 13 to Erie Avenue, including streetlights and streetscape amenities. . Burial of overhead power lines along Main Avenue north of Dakota Street and along Dakota Street from TH 13 to Erie Avenue. Proposed improvements also include replacement and repairs to the sanitary sewer, water main and storm sewer. In addition, Main Avenue 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 City's 2020 Vision and Strategic Plan identifies downtown redevelopment as one of the vision elements. The project addresses two achievements that must be reached in order for this vision element to become a reality: 1. Complete redevelopment plan tying Downtown to the Lake. 2. Implement plan for reconstruction of streets, design of a streetscape and construction of a pedestrian campus. The purpose of this project is to reconstruct Main Avenue and Dakota Street, including streetscape features which tie the downtown area to Lakefront Park. This project is included in the 2004 Capital Improvement Program (CIP). EXISTING CONDITIONS Main Avenue was formerly TH 13 and was turned back to the City in the mid-sixties. The roadway was constructed using 100% grant funding provided by the State of Minnesota. Existing Main Avenue varies in width from 56 feet wide at CH 21 to approximately 200 feet north of Dakota Street where it tapers to a 24-foot width at Kop Parkway. Between CH 21 and Dakota Street there is sidewalk on both sides of the street as well as concrete G:\PROJECTS\2004\O 1_ Downtown\FEASREPORT.DOC 3 curb and gutter. The sidewalk ends approximately 200 feet north of Dakota Street and there is a bituminous trail along the west side of Main Avenue adjacent to Lakefront Park. The right-of-way is 80 feet wide. Dakota Street is a 42-foot wide urban street section with sidewalk along both sides of the street and was last reconstructed in 1989. The existing right-of-way is 65 feet wide. There is are overhead power lines along the east side of Main Avenue from approximately 200 feet north of Dakota Street to Kop Parkway and along the south side of Dakota Street. Both Main Avenue and Dakota Street are in fair to poor condition. The geotechnical report indicates poor soil conditions below the existing streets. The sanitary sewer system for Main Avenue and Dakota Street was installed in 1937. The buildings along Main Avenue and the segment of Dakota Street east of Main Avenue are served by sanitary sewer that is located in the alleys behind the buildings. There is existing sanitary sewer in Dakota Street west of Main Avenue. All of the sanitary sewer consists of 8-inch vitrified clay pipe. The sanitary sewer in Dakota Street was televised in May 2002. The televising report indicates that the pipe is in good condition. The watermain system for Main Avenue and Dakota Street was installed in 1937 and consists of 6-inch steel pipe. There is no existing storm sewer in the project area. Drainage from the project area is generally flows overland to storm sewer located in CH 21, to the TH 13 ditch, and to the pond located near the Lakefront Park entrance. PROPOSED IMPROVEMENTS Roadwav Proposed improvements for Main Avenue and Dakota Street include storm sewer, concrete curb and gutter, sidewalks, streetlights, colored concrete crosswalks, bituminous swfacing and streetscape amenities such as benches, planters and trash receptacles. Typical sections for Main Avenue and Dakota Street are shown on Figure 2. The proposed width for Main Avenue from CH 21 to Dakota Street varies from 28 feet to 58 feet and will include two 12-foot driving lanes, diagonal parking along both sides of the streets and concrete bump-outs at the intersections. North of Dakota Street, Main Avenue will taper from a 56-foot width at the Dakota Street intersection to a 28-foot width from 200 feet north of the intersection to Kop Parkway. Diagonal parking will remain along the east side of Main Avenue. Sidewalk is proposed along both sides of Main Avenue. The proposed width for Dakota Street from TH 13 to Erie Avenue is varies from 28 feet to 40 feet and will include two 12-foot wide driving lanes and parallel parking along the curb. The proposed width of Dakota Street from Main Avenue to Erie Avenue varies from 28 feet to 48 feet and includes a combination of parallel parking and diagonal parking with bump-outs at the intersection and in front of Lakefront Plaza. Sidewalk is proposed along both sides of Dakota Street. G:\PROJECTS\2004\Ol_Downtown\FEASREPORT.DOC 4 --_.~--~-----"_.._._._..._._,~,---,-~-~._-"'._._..~----.",--".~ ~------- Storm Sewer The proposed storm sewer is shown on Figure 4. The storm sewer improvements consist of IS-inch to 2I-inch reinforced concrete storm sewer along Main Avenue and at the Dakota Street Erie Avenue intersection. The storm water from the north side of the project site will flow to the existing storm water pond in Lakefront Park: and also to the proposed rainwater garden located west of Lakefront Plaza at Erie Avenue. The storm sewer in Main Avenue south of Dakota Street will flow into an existing system in CH 21. The proposed storm sewer will be constructed in accordance with state-aid standards to serve the Main Avenue and any additional existing drainage areas. The storm sewer will be designed for a 10-year rainfall event. Sanitary Sewer The existing 8-inch sanitary sewer in Dakota Street will remain in place. Prior to placement of bituminous wear course, the sewer will be slip lined. Slip lining will be completed under a separate contract. Water Main Proposed water main improvements are shown on Figure 5. The existing 6-inch watermain located in Main Avenue and Dakota Street will be replaced with 12-inch ductile iron pipe. Gate valves and fire hydrants will be replaced and additional valves and hydrants installed to meet spacing requirements. Several of the buildings along Main Avenue and Dakota Street have galvanized services with lead welds. Property owners will have the opportunity to replace these services into their buildings with this project. StreetstaDe Amenities The streetscapes for Main Avenue and Dakota Street are shown on Figures 6 and 7. The proposed sidewalk will be a curvilinear design and along Main Avenue will be placed between the back of curb and building fronts. The main walkway will be standard concrete, with exposed aggregate concrete between the walkway and the back of curb and a stamped concrete pattern between the walkway and the building fronts. New streetlights will be spaced approximately 150 feet apart along both sides of the streets. The streetlights located at the intersections will contain the City logo and have a boulder treatment placed on the base. Trees will be planted along Main Avenue and Dakota Street. Three types of landscape planters are proposed: larger poured concrete areas consisting of an I8-inch seat wall will be located at the intersections and two sizes of manufactured planters will be placed at various locations throughout the project. Benches, trash receptacles and bike loops will also be included in the streetscape. Details of the streetscape amenities are shown on Figure 8. G:\PROJECTS\2004\Ol_Downtown\FEASREPORT.DOC 5 FEAsmILITY 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: perfonned. ITEM Street and Stonn Sewer Watennain Landscaping Streetlighting Buried Power Construction Total Legal, fiscal and Administrative TOTAL PROJECT COST COST $842,000 $265,000 $518,000 $242,000 $335.000 $2,203,000 $380,000 $2,582,000 FUNDING SOURCES AND SPECIAL ASSESSMENTS Financing of the project will be provided through MSA funds, Water Enterprise Fund, special assessments, 429 bonds and TIP bonds. The proposed funding breakdown is as follows: Street! Watermam Landscaping Buried Streetlights TOTAL Storm Power MSA $900,000* $900,000 Enterprise $247,000 $247,000 Assessments $192,000 $76,000 $121,000 $97,000 $486,000 429 Bonds $18,000 $181,000 $335,000 $145,000 $679,000 TIF Bonds $270,000 $270,000 TOTAL $1.380,000 $323,000 $302,000 $335,000 $242,000 $2,582,000 *Includes MSA eligible landscaping costs. 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 Figure 10, Preliminary Assessment Roll. The parcels that are proposed to be assessed are also shown on Figure 11. 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. In accordance with the Assessment Policy for a reconstruction project to specially assess 40% of the cost of the improvements to the benefiting property owners, the following shows the assessment distribution for the streets, stonn sewer, landscaping and streetlights. G:\PROJECT8\2004\Ol_Dowutown\FEA8REPORT.DOC 6 Assessable Costs: Landscaping (40%) Street/Storm (400./0) Streetlights (40%) Total Assessable Project Cost $121,000 $192,000 -.$97.000 $410,000 * * Water services proposed at $76,000 are not included in this number. Assessment - Front Footage Method Assessable Front Footage Estimated Front Foot Rate 3290 front feet $ 125/ff In addition, water services that are replaced from the shut-off into the buildings will be assessed to the property owners. This amount will vary from building to building depending on the location and condition of the existing service. Each service replacement has been estimated at $2,700. This estimated amount is proposed to be assessed in addition to the front foot rate in the event the water service is replaced. With a total estimated project cost of $2,582,000 and an estimated bond issue of $1,165,000, the assessed amount of $486,000 would be equivalent to 42% 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. PROJECT SCHEDULE The following project schedule outlines an approach to complete the assessable project in 2004: 2/2/04 2/18/04 3/1/04 3/1/04 3/23/04 4/5/04 4/15/04 7/04 9/20/03 10/18/04 G:\PROJECTS\2004\Ol_Downtown\FEASREPORT.DOC 7 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 $2,582,000. A portion of this project is proposed to be assessed to the benefiting property owners and the remainder through other funding sources. G:\PROJECTS\2004\Ol_Downtown\FEASREPORT.DOC 8 ~'LJ~ Prior long Tree D Island g II I t ~A ONSIRUC~ I r ~ '" '" ... o 1000 bo........d Scole In leet 2000 :r :> J[JJ Bonestroo -=- Rosene ~ Anderlik & . \J' Associates Englneera & Archltecta tr~-PR/~ ...~\ ~ ~ \ 'J' \ ,"" '~: :, ~ PRIOR LAKE. MINNESOTA DOWNTOWN STREET RECONSTRUCTION PRo-ECT LOCA nON BRM PROJ. NO. 56603116 DATE: JANUARY 2004 FIGURE NUMBER 1 PLACE IDolP. SIDEWALK CURING CONS"lRUCTlON (INCEDENTAl) 4" CONCRETE SIDEWALK (SEE LANDSCAPING PLANS fOR TYPE) (6" AT ORtVEWAYS) J2" SELECT GRANULAR BORROW EXISTING PAI/EMENT SECTION: NOTE; EXISTING BITUMINOUS THICKNESS VARIES APPROX. 5" BITUMINOUS PAVEMENT APPROX. 8" GRANULAR MATERIAl REfER TO SOIL BORINGS EX. /PROPOSED i ROW -80.0'- ,I J~~ - VAR. 28'-58' - - ~ VAR.14-29'- 2.0'~12.0' i-VAR.2'-17' I 2X- 2X- FINISHED PROFlLE -1 I REfERENCE POINT 1.5. TYPE MVYiEJSOJ5E BITUMINOUS WEARING COURSE MIXTURE ElTUUlNOUS TACK COAT 1.5. TYPE MVYiEJSOJ5E BITUMINOUS WEARING COURSE MIXTURE - ElTUMINOUS TACK COAT 2.0. TYPE L'JNWJSOJOB ElTUMINOUS NON-WEARING COURSE MIXTURE 8" AGGREGATE BASE CLASS 5 (100X CRUSHED) 18" SELECT GRANULAR BORROW PROPOSED TYPICAL SECTION MAIN AVE & DAKOTA 5T DOWNTOWN EXISTING i PROPOSED i ROW ------------------ -6" TOP SOIL & SOO ----------- 4. CONCRETE SIDEWALK (6" AT DRIVEWAYS) 4. SELECT GRANULAR BORROW (6" AT DRIVEWAYS) 1.5" TYPE MVWEJSOJ& BITUMINOUS WEARING COURSE MIXTURE ElTUMINOUS TACK COAT 1.5" TYPE MVYiEJSOJ5E BITUMINOUS WEARING COURSE MIXTURE ElTUUlNOUS TACK COAT 2.0. TYPE L'JNWJSOJOa ElTUMINOUS NON-WEARING COURSE MIXTURE 8" AGGREGATE BASE CLASS 5 18" SRECT GRANULAR BORROW FINISHED PROFlLE REfERENCE POINT ROW 42.5' - 1.5' CLEAR ZONE - ~ VAR,- IR. 2 l_ 2X (TYP) --- - - ;,2X- - B618 CONCRETE C&G (TYF ~ SHA 'MOE 6" CORR PERF' PE DRAIN TILE (TYP)_ 'N ~ (WHERE INDICATED ON PLANS) ROW - - C1TYOI'INED PROPERTY .5' CLEAR I t -18.5' Jr ::::E :F -- 6" N[ B618 CONCRETE C&G .5' CLEAR ZONE 2,0' .2..&--- 2.0' 28.0' 66.0' 2.0' ---------- 6. PROPOSED TYPICAL SECTION MAIN AVE NORTH OF DOWNTOWN BRM PROJ. NO. DATE: 566-03-116 JANUARY 2004 FIGURE NUMBER 2 PRIOR , DOWNTOWN STREET RECONSTRUCTION TYPICAL SECTIONS MN LAKE n Bonestroo Rosene 8 Anderlik & . ~. Associates Engineers &. Architects ~ 1 EROSION CONTROL SILT FENCE (TYP) '_\ .A~~ U \ 0 ~ 100 ER_n08MTROl BLANKET (TYP) - - " ...'" , ~REt.lOVE HYO ~ND VAl\f: _-::.::::.' -"'.,; " --- -... /' , ,---- --~---...- ~.. V' ... - ) / / / / / /1 " "J / ~ ' ~ l !J I;{ ION CONTROl 51 FENCE (TYP) ~'" SAWC AND REMOVE " " PA OR STORN SEYlER ~ ~ ......- ...... - ... J HYO REM , ,. I I \ I VAL' ~05lON ~ TRCL 51 -. REM~VE I I I I I T PROTECJiONNE~TI TO ...... D/W ATlNG ...... "1 ,...... \ _ 1 --~ Q} (1 LRE~\f: ., G G - l~ [S I - -'" ~ z c o VjVE ox AND VAl -- REMI ~O\f: ) BOX UGH TIN R MOVE HvO ~ ~"~ (" ......*~1n ~~REM VE ~REt.I V Lf.'E ~ I BOX '- ...... >- ......... < G ::::J C CD r r I I ~- "'"O~ . - REMOVE CONCRETE BITUMINOUS NOTES: (j)- SAWCUT iI1 J( - CLEAR AND GRUB TREE I (2) - REMO\f: SIGN TYPE C BRM PROJ. NO. DATE: 566-03-116 JANUARY 2004 FIGURE NUMBER \ ,0 ,- ',c 1.2' J: ~ c: ~ u y ~ f\ - REMO\f: VAL~ ~OX ADJUST CASTING I ---------- BEGIN CONSTRUCTION -.J 1 3+20.0 REMOVE CURB STOP {TYP) I i DAKOTA STREET \ \ (TYP) rrMOVE VAL\f: BOX '(j) ~ END CONSTRUCTION 11+60.0 I ,.-!~~I.U I I I -) \ . MAINTAIN MAIL SERlllCE (INC.) VALVE BOX K 11 MAIN AVENUE N 0+3UO I--+-- _'+.00 I III ,,------I.T- T,-- --.... , STREET RECONSTRUCTION PROPOSED CONSTRUCTION REMOVALS MN LAKE PRIOR DOWNTOWN /~~ ~~~1 ,'l,,,~ ~"J ~~., ~ Bonestroo Rosene ~ Anderlik & . \j. Associates engineers &. Architects ,j 3 ~ 201-119-01 ~ BRM PROJ. NO. DATE: 566-03-116 JANUARY 2004 FIGURE NUMBER 4 DT ""10_ MAIN A VENUE - --- '* FhI '" H""'. _to Elc. 20' - 6" ("FE") ~ - " , 20' -6" OT l -------------' I I [f"""''' "" ~'-:, [; "''' t.. "- ,',. . .... ice ' (J tj G.;.;.;...;;.;-;..:..;..,.....~.......;o;:.;;..;.-.,;.;;.;,2 !;: ~ r:~~ 20' -6tDT'::::r~" ~; q (::tl ..., 'J ~~25'-6" DT~l t '.~ 1~- '~~ ti r :) f I .. <I ~.i l.t r 1 i~~:~-:.~';:....:,;;..;..:;. I I I I I I \- \ - ~r.."..""C.,.:.':';"""'..,..,.<,.."."".~.{..\ al t """"'" .:.jA{ ~."''''~"''J.c''''J.c;.i~;.;.::.'''jJ " I t - \ '-- \ 1'1 \ 1111 IIII I \ II It 11 IIII IIII / IIII \ l!' IIII ./____L./.!i 1 --~.---'y I " v ~''''OO_ _ _~c :rf-i ~', I u~ \ I \ I r I ,1 --r p-~ ,I - I r--1 I ...// ,t I " I ~ ' 1 .", 1 1 I l' I' I I 1 I , I I I I ---!~~'A11 I I : I : I : I : ;;JJ.~. I I 1./ I ~/ I /---.,- I L...--. -.!'~ ,: -1tr'" , I r-.J J s ~ 20' -" v'" ! ~ Cor <Nat \ Really ~ \1 HGIr llot. ""-,-'! il!~;.c ~ ... If \ . ~,.y. ()> - Q . '" \ T~ ~ I DAKOTA STREET ~> I ~ t II ...--)) ~ It ~ f I ... i j I - 6" OT I 3UO t---t--- --.J"tf3 I PRIOR LAKE, MN DOWNTOWN STREET RECONSTRUCTION PROPOSED STORM SEWER J[li Bonestroo Rosene 8 Anderlik & '\J. Associates EngIneers &. Architects ~- cr 19-01 12"X6" TEE 12" GV AND BOX ____ ,1 PLUG AND BL~ . ..." ~ ~: ~ / -) " .... ~ c. t" ...- - 2 I !\...- ...- - .,lr...-l:r ...- ~ I 1 l & ~ - ~ I - 1 ! ~ -- lG .. ~ :: 1\n II r= i- . l I 6" 6" WET~P ~D V. 6 - 0" 0 6 12 REDU ER 1 G AND X I i '- "\ - \ . I I 1\ "'1 11'1 11'1 '1" "'1 II', Jl I I I, I L.! I I II /____L".!j f ----~-y I ~ .- 1t-~: \:::;\0 U\l \: 0-' ,1 i :::; ,I -1 ...--r ,I - " :::; I t 1 I r \ I . . "'" - - I MM PM)J, ~ ~lt: ~11' JNI4/Ntt 2004 FIGURE NUMBER ... , '.)+00 1.)+41.. - , -----. , I 1 J I : 13 I : ! I I 6"x6" WET TAP clt VALVE I 6" 90' BEND I I 6"xI2" REDUCER !J 12" GV clc BOX ~/-1~ :' , r--' ~ 12" GV AND r~ I -~ I 12"X . TEE & 4' - 6" DIP C<r ~ i i ~ : CON ECT TO EX _ .i p.il I I Redly j , I I , , \ \ "" Mot ""'-ta Etc. 1i A VENUE t ~il I Kam. Halr ....t. /ifIIIlI" c~ r -~ I- I MAIN l!liI j c!l I I 8 2 6" GV clc 4' - 6" DIP _..... CONNECT TO ~~ - ~ Redty ~ -! CE AND BOX f I iJt I _1_ t ~ l tl.., 112")(6" 11: " GV c!c BQ 4' - 6" 01 Tn c:~v. ~ b I, I ---------~ i 117 6"x6" WET TAP '" VAlVE ~ 6" 90. BEND 2 - 6" - 22.5" BEND ! 6"xI2" REDUCER ! '+OIl -I I -+---- ....... L'*- ~ DAKOTA STREET .. . - - - "l:I"::'T.r- - --If::: :; (::If "_"':"\ I:"l ~..._---_ . -- ~ 5 LAKE, MN STREET RECONSTRUCTION PROPOSED WA TERMAIN PRIOR DOWNTOWN ~~ (~~ ~./ ~ Bonestroo Rosene 8 Anderlik & . \j. Associates Engineers &. Architects ~ _~.~ Oit<lt, ~'l. .wtJNII:( 2Q()il r'tGURe NUU6tR: DATE: JANUARY 2004 7 7 BRM PROJ. NO. 566-03-116 FIGURE NUMBER PRIOR LAKE. MINNESOTA DOWNTOWN STReET RECONSTRUCTION DA'/...OTA STREET STRffTSCAPE PRIOR LAKE, MN DOWNTOWN STREET RECONSTRUCTION DAKOTA ST STREETSCAPE t.~~\ 1~f7K\. ~\ \ ~.,) ,", ... I ~. n Bonestroo Rosene R Anderllk & . \J. Associates Engineers a. Architects NOTE: COST INCLUDES $35.700 FOR CONSTRUCTION OF NEW WALK ON NORTH SIDE OF DAKOTA STREET NEAR ERIE AVENUE " C) c: ::D m U) SUBTOTAL $ 308,455.00 $ 187,151.00 $ 493,606.00 5% CONTINGENCY $ 15,322.75 $ 9,357.55 $ 24,660.30 TOTAL CONSTRUCTION S 321,777.75 S 198,508.55 $ 518,268.30 TOTAL STORM CONSTRUCTION $ 105,989.10 S 19,939.85 $ 122,926.75 TOTAL WATER MAIN CONSTRUCTION S 183,480.85 $ 101,882.28 $ 265,143.11 TOTAL STREET CONSTRUCTION S 48',504.09 S 24',797.83 $ 719,301.71 TOTAL LANDSCAPING CONSTRUCTION $ 321.777.75 $ 198,508.55 $ 518,2116.30 TOTAL CONSTRUCTION $ 1,080,731.79 $ 584,928.09 $ 1,825,859.88 XCEL ENERGY (BURIED POWER. MAIN UNEI S 110,000.00 S 185,000.00 S 275,000.00 XCEL ENERGY fBURlED POWER" SERVICE CONNECTIONS) S 25.000.00 S 35.000.00 S 60,000.00 XCEL ENERGY (STREET UGHTlNG) S 185,000.00 S 77.000.00 S 242,000.00 XCEL ENERGY CONSTRUCTION TOTAL S 300.000.00 S 277,000.00 S 577,000.00 GRAND TOTAL S 1,380,731.79 S 841,928.09 $ 2,202,859.88 ENGINEERING S 180,000.00 S 170.000.00 S 350,000.00 l,A,F S 18,000.00 $ 12,000.00 S 30,000.00 TOTAL PROJECT S 1,558,731.19 $ 1,023,128.09 $ 2,582,659.88 LANDSCAPING 83 2021.501 MOBILIZATION LUMP SUM 5 13860.00 0.65 5 9,009.00 0.35 4.851.00 1.00 $ 13.860.00 84 2031.501 FIELD OFFICE TYPE 0 EACH $ 1,900.00 0.65 $ 1.235.00 0.35 S 665.00 1.00 $ 1,900.00 85 2563.601 TRAFFIC CONTROL LUMP SUM $ 15.900.00 0.65 S 10,335.00 0.35 $ 5.565.00 1.00 S 15.900.00 86 2521.501 4" CONCRETE WALK sa FT $ 5.00 5520 S 27 800.00 0 S 5 20 $ 27 600.00 87 2521.501 4" CONCRETE WALK SPECIAL sa FT 5 7.00 9520 S 66840.00 5450 S 38150.00 14.970 $ 104,790.00 88 2521.501 4" CONCRETE WALK SPECIAL. STAMPED sa FT S 14.00 3690 51.660.00 2200 S 30.800.00 5,890 $ 82,460.00 89 2521.501 4" CONCRETE WALK SPECIAL. EXP. AGGR. sa FT S 11.00 2,610 5 28,710.00 4,100 5 45.100.00 8,710 S 73,810.00 90 2540.602 ANNUAL 4"/6' POT EACH $ 3.00 182 $ 548.00 0 S 182 $ 546.00 91 2540.602 WASTE RECEPTICLE EACH S 850.00 7 S 5,950.00 5 S 4 250.00 12 S 10.200.00 92 2540.002 BENCH EACH 5 1.200.00 7 6400.00 7 8,400.00 ,4 $ 18,800.00 93 2540.602 BIKE LOOP EACH S 1,200.00 2 S 2400.00 8 5 9,800.00 10 5 12.000.00 94 2540.602 DRYCAST LIMESTONE PLANTER TYPE 1 EACH S 900.00 7 S 6,300.00 0 S 7 $ 6.300.00 95 2540.602 DRYCAST LIMESTONE PLANTER TYPE 2 EACH S 1 800.00 7 S 12800.00 0 S 7 S 12800.00 96 2540.603 8" CONCRETE PLANTER CURB L1N FT S 25.00 150 S 3750.00 430 S 10.750.00 580 S 14.500.00 97 2540.003 CONCRETE PLANTER SEAT WALL L1NFT $ 40.00 590 $ 23.600.00 150 S 6000.00 740 $ 29.600.00 98 2571.502 DECIDUOUS TREE 2" CAL B&B TREE S 350.00 10 S 3,500.00 0 S 10 $ 3.500.00 99 2571.502 DECIDUOUS TREE 3" CAL B&B TREE S 450.00 32 S 14,400.00 14 S 6,300.00 46 $ 20,700.00 100 2571.505 DECIDUOUS SHRUB 2' HT B&B SHRUB 5 00.00 222 S 13,320.00 137 S 8.220.00 359 $ 21.540.00 101 2571."" PERENNIAL PLANT S 20.00 825 S 18,500.00 .25 S 8,500.00 1,250 S 25.000.00 685,049.25 34,252.46 'fii:iOi'1'i 237,902.50 11,895.13 249,797.83 ."47.1.41.75 22,357.34 ~ SUBTOTAL 5% CONTlNGENCY TOTAL CONSTRUCTION STREET IMPROVEMENTS 41 2021.501 MOBILIZATION LUMP SUM S 19.230.00 0.65 S 12499.50 0.35 $ 6 730.50 1.00 S 19.230.00 42 2031.501 FIELD OFFICE TYPE 0 EACH S 2,700.00 0.65 S 1 755.00 0.35 S 945.00 1 S 2,700.00 43 2563.601 TRAFFIC CONTROL LUMP SUM S 22.100.00 0.65 S 14365.00 0.35 S 7 735.00 1 S 22,100.00 44 2101.502 CLEARING TREE 5 250.00 19 S 4.750.00 0 S 19 $ 4.750.00 45 2101.507 GRUBBING TREE $ 250.00 19 1$ 4,750.00 0 S 19 $ 4.750.00 46 2104.501 REMOVE CURB AND GUTTER LIN FT S 4.00 1250 S 5,000.00 1500 S 6,000.00 2750 $ 11.000.00 47 2104.505 REMOVE BITUMINOUS PAVEMENT sa YO S 5.00 9250 S 46250.00 4500 S 22 500.00 13750 $ 68.750.00 48 2104.505 REMOVE CONCRETE WALK sa YO S 7.00 1500 S 10,500.00 980 S 8660.00 2480 S 17.360.00 49 2104.509 REMOVE LIGHTING UNIT EACH S 300.00 6 S 1 600.00 4 S 1,200.00 10 S 3,000.00 50 2104.509 REMOVE SIGN TYPE C EACH S 25.00 9 S 225.00 6 $ 150.00 15 S 375.00 51 2104.513 SAWING BIT PAVEMENT FULL DEPTH) L1NFT $ 0.50 480 $ 240.00 330 $ 165.00 610 S 405.00 52 2104.521 SALVAGE SPRINKLER SYSTEM L1N FT S 10.00 100 S 1 000.00 0 $ 100 $ 1.000.00 53 2105.501 COMMON EXCAVATION CUYD S 15.00 5360 S 80,700.00 4370 S 65.550.00 9750 S 148.250.00 54 2105.522 SELECT GRANULAR BORROW CV\ fP CUYD S 15.00 3520 S 52800.00 1960 S 29,400.00 5480 S 82.200.00 55 2105.525 TOPSOIL BORROW (CV) CUYD S 16.00 480 15 7.680.00 70 S 1.120.00 550 S .!l~ 56 2504.602 ADJUST VALVE BOX EACH S 100.00 1 S 100.00 1 $ 100.00 2 S 200.00 57 2123.81 STREET SWEEPER (wiTH PICKUP BROOM HOUR S 85.00 60 $ 5 100.00 40 S 3.400.00 100 S 8.500.00 58 2211.501 AGGREGATE BASE CLASS 5 TON S 12.00 4300 S 51.600.00 2390 S 28,680.00 6690 S 80.280.00 59 2350.501 TYPE MV 3 WEARING COURSE MIXTURE F TON S 35.00 1010 S 35,350.00 190 S 6,650.00 1200 $ 42.000.00 60 2350.502 TYPE MV 4 NON WEARING COURSE MIXTURE (B TON S 32.00 670 S 21,440.00 380 S 12.160.00 1050 S 33.800.00 61 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $ 1.00 310 S 310.00 170 S 170.00 480 S 480.00 82 2504.603 SPRINKLER SYSTEM L1N FT $ 10.00 100 $ 1.000.00 0 $ 100 $ 1.000.00 83 2506.522 ADJUST FRAME & RING CASTING EACH S 200.00 10 S 2,000.00 2 S 400.00 12 $ 2,400.00 64 2521.501 8" CONCRETE DRIVEWAY SOFT S 8.00 3220 S 19,320.00 1550 S 9.300.00 4710 S 28.820.00 85 2531.501 CONCRETE CURB & GUTTER DESIGN B818 UN FT $ 11.00 2620 S 31.020.00 1880 $ 18,480.00 4500 $ 4~~ 86 2531.602 PEDESTRIAN CURB RAMP EACH $ 300.00 12 $ 3,800.00 9 $ 2,700.00 21 $ 8.300.00 67 2554.603 WATER FILLED BARRIER L1N FT $ 10.00 1500 $ 15,000.00 500 $ 5.000.00 2000 $ 20.000.00 88 2554.603 RELOCATE WATER FILLED BARRIER UN FT $ 1.50 1500 $ 2.250.00 500 S 750.00 2000 $ 3.000.00 89 2584.531 SIGN PANELS TYPE C SOFT $ 20.00 82.25 1 245.00 18.5 $ 370.00 80.75 $ 1,815.00 70 2584.802 PAVT MSSG (HANDICAPPED SYMBOL) EPOXY EACH S 47.00 3 S 141.00 1 S 47.00 4 S 188.00 71 2584.602 INSTALL SIGN TYPE SPECIAL EACH S 200.00 2 S 400.00 2 S 400.00 4 $ 800.00 72 2584.603 4" DOUBLE SOLID LINE YELLOW.EPOXY L1NFT S 0.50 830 S 415.00 830 $ 415.00 1660 $ 830.00 73 2584.603 4" SOLID LINE WHITE.EPOXY UNFT $ 0.25 890 $ 222.50 700 S 175.00 1590 $ 397.50 74 2584.818 ZEBRA CROSSWALK WHITE.EPOXY sa FT $ 8.00 90 $ 720.00 0 $ 90 $ 720.00 75 2573.502 SILT FENCE. TYPE MACHINE SLICED L1N FT $ 2.10 750 S 1,575.00 0 S 750 $ 1.575.00 76 2575.501 SEEDING ACRE S 110.00 0.75 S 82.50 0 $ 0.75 $ 82.50 71 2575.502 SEED MIXTURE 60B POUND $ 3.50 37.5 S 131.25 0 $ 37.5 $ 131.25 78 2575.505 SODDING TYPE LAWN sa YO S 3.50 1500 S 5250.00 100 $ 350.00 1600 $ 5.800.00 79 2575.511 MULCH MATERIAL TYPE 1 TON S 140.00 1.5 S 210.00 0 $ 1.5 S 210.00 80 2575.519 DISK ANCHORING ACRE S 50.00 0.75 S 37.50 0 $ 0.75 $ 37.50 81 2575.523 EROSION CONTROL SLANKETS CATEGORY 3 sa YO S 1.50 2800 $ 4200.00 0 $ 2800 $ 4.200.00 82 2575.532 COMMERCIAL FERT ANALYSIS 22.5.10 POUND 5 0.50 225 5 1 2.50 0 225 5 112.50 252,517.25 12,825.86 265,143.11 96,840.25 4,142.01 101,882.26 155,877.00 7,783.85 m:m:rs SUBTOTAL 5% CONTINGENCY TOTAL CONSTRUCTION WATER MAIN 21 2021.501 M061L1ZATION LUMP SUM S 7,090.00 0.85 5 4,608.50 0.35 5 2.481.50 1 $ 7,090.00 22 2031.501 FIELD OFFICE TYPE 0 EACH $ 1.000.00 0.85 S 850.00 0.35 $ 350.00 1 $ 1,000.00 23 2563.601 TRAFFIC CONTROL LUMP SUM 8,200.00 0.65 S 5,330.00 0.35 $ 2 870.00 1 $ 8.200.00 24 2104.509 REMOVE CURB STOP & BOX EACH S 50.00 10 $ 500.00 8 15 400.00 18 $ 900.00 25 2104.509 REMOVE HYDRANT EACH $ 900.00 3 S 2,700.00 1 S 900.00 4 $ 3.800.00 28 2104.803 ABANDON WATER MAIN L1NFT S 5.00 1160 $ 5.800.00 840 $ 4.200.00 2000 $ 10.000.00 27 2504.602 1.5" CORPORATION STOP EACH S 250.00 8 S 1,500.00 4 S 1,000.00 10 $ 2.500.00 28 2504.802 1.5' CURB STOP & BOX EACH S 250.00 8 $ 1 500.00 4 S 1 000.00 10 $ 2.500.00 29 2504.602 8" GATE VALVE AND BOX EACH S 1,750.00 3 S 5250.00 4 S 7000.00 7 $ 12.250.00 30 2504.602 12" GATE VALVE AND BOX EACH $ 2,000.00 7 . S 14,000.00 2 S 4,000.00 9 $ 18,000.00 31 2504.802 6")(8' WET TAP EACH S 2.000.00 1 S 2,000.00 2 S 4,000.00 3 $ 8,000.00 32 2504.602 ABANDON WATER SERVICE EACH S 40.00 10 $ 400.00 8 $ 320.00 18 $ 720.00 33 2504.602 CONNECT TO EXISTING WATER MAIN EACH $ 1.000.00 3 $ 3.000.00 4 S 4,000.00 7 S 7.000.00 34 2504.802 INSTALL HYDRANT & VALVE EACH S 1,800.00 3 5.400.00 1 S 1 800.00 4 $ 7.200.00 35 2504.602 RECONNECT WATER SERVICE EACH S 1,500.00 10 I 5 15,000.00 8 S 12000.00 18 $ 27.000.00 38 2504.603 1.5" TYPE K COPPER PIPE L1NFT $ 30.00 300 S 9.000.00 240 S 7.200.00 540 $ 18,200.00 37 2504.803 6" WATERMAIN DUCTILE IRON CL 52 L1N FT S 38.00 175 S 6,300.00 100 S 3.600.00 275 $ 9,900.00 38 2504.803 12'WATERMAIN DUCTILE IRON CL 52 UN FT $ 40.00 1480 S 58400.00 870 $ 28.800.00 2130 $ 85,200.00 39 2504.804 4" INSULATION sa YO S 35.00 3.6 $ 128.00 0 S 3.8 S 128.00 40 2504.608 DUCTILE IRON FITTINGS POUND S 3.75 3790 $ 14,212.50 3445 S 12,918.75 7235 $ 27,131.25 117.075.00 5,853.75 ~ 18,133.00 806.85 18.939.65 100,942.00 5,047.10 105,989.10 SUBTOTAL 5% CONTINGENCY TOTAL CONSTRUCTION STORM sewER 1 2021.501 MOBILIZATION LUMP SUM $ 3.260.00 0.65 5 2.132.00 0.35 $ 1148.00 1 3,280.00 2 2031.501 FIELD OFFICE TYPE 0 EACH $ 500.00 0.85 $ 325.00 0.35 $ 175.00 1 $ 500.00 3 2563.801 TRAFFIC CONTROL LUMP SUM $ 3800.00 0.85 S 2.470.00 0.35 S 1 330.00 1 S 3.800.00 4 2104.509 REMOVE DRAINAGE STRUCTURE EACH S 500.00 3 $ 1,500.00 0 $ 3 S 1.500.00 5 2501.515 12" CP PIPE APRON EACH $ 200.00 0 $ 1 $ 200.00 1 $ 200.00 8 2501.515 21" PIPE APRON EACH S 600.00 1 S 600.00 0 S 1 $ 800.00 7 2501.573 INSTALL CULVERT MARKER EACH S 75.00 1 S 75.00 0 S 1 S 75.00 8 2501.602 TRASH GUARD FOR 21" PIPE APRON EACH S 500.00 1 $ 500.00 0 S 1 S 500.00 9 2502.541 6" PERF PE PIPE DRAIN UNFT $ 10.00 390 S 3 900.00 335 S 3,350.00 725 S 7 250.00 10 2503.511 12" CP PIPE SEWER SMOOTH L1NFT S 20.00 0 $ 51 $ 1 020.00 51 $ 1.020.00 11 2503.511 15" CP PIPE SEWER SMOOTH UNFT S 20.00 380 i 5 7600.00 0 S 380 $ 7,800.00 12 2503.541 12' RC PIPE SEWER DES 3006 UN FT $ 25.00 0 S 118 1$ 2,900.00 118 $ 2,900.00 13 2503.541 15' RC PIPE SEWER DES 3006 CL III UNFT $ 25.00 1200 S 30.000.00 0 S 1200 30.000.00 14 2503.541 21' RC PIPE SEWER DES 3006 CL III L1NFT S 30.00 20 $ 800.00 0 S 20 800.00 15 2503.602 CONNECT TO EXISTING STORM SEWER EACH S 500.00 2 $ 1,000.00 0 S 2 $ 1,000.00 18 2506.502 CONSTR DRAINAGE STRUCTURE DES 2'X3' CB EACH S 1.800.00 9 $ 16,200.00 2 $ 3,600.00 11 $ 19,800.00 17 2506.502 CONSTR DRAINAGE STRUCTURE DES 4' DIA MH EACH S 2 200.00 13 $ 28 800.00 1 S 2.200.00 14 $ 30.800.00 18 2506.502 CONSTR DRAINAGE STRUCTURE DES 5' DIA MH EACH S 2.500.00 2 S 5.000.00 0 $ 2 $ 5.000.00 19 2511.501 RANDOM RIPRAP CLASS II CUYD $ 75.00 0 S 2.8 S 210.00 2.8 $ 210.00 20 2511.501 RANDOM RIPRAP CLASS III CUYD S 100.00 4.4 $ 440.00 0 S 4.4 $ 440.00 PRICE QUANTITY PRICE QUANTITY PRICE UNIT PRICE I QUANTITY ITEM TOTAL PROJECT DAKOTA STREET MAIN AVENUE CITY OF PRIOR LAKE DOWNTOWN STREET RECONSTRUCTION PROJECT SAP. 201"119-01 BRM Project No. 566-03-116 January 14. 2004 COST ESTIMATE .11. Bonestroo ~ Rosene a Ander. Jik & 1\11 Associates Enqtnt!l!"rs & Arct1ltl!cts /'..,~".~~'~!,? i-C~ )~'\ 1?0o. / ' " II' Ii: :[::, '/'l'\I,IIII\..._r LAKEFRONT PARK FIGURE NO. 10 PROPOSED ASSESSMENT MAP D BUILDING D LOT TO BE ASSESSED t SMITH' PROPERlY OWNER l1SJ'~ ADJUSTED FRONT FOOTAGE Last Updabld January 2004 City d Prior Lake EnginMring Oepattment G:\Prujeds\2l104'D1_Downlown\ GIS_IT18JlSIclownIzwwI_redev.apr 100 o 100 Feel PRELIMINARY ASSESSMENT ROLL PROJECT #04-01. DOWNTOWN REDEVELOPMENT $2,700.00 10 YEARS 2005 11 FIGURE NO. PROJECT DESCRIPTION: ASSESSMENT HEARING DATE: ASSESSMENT WATER SERVICE UNIT RATE: ASSESSMENT CODE: INTEREST RATE: TERM: INITIAL YEAR: ADDITIONAL INTEREST: PAYMENT METHOD: EQUAL PRINCIPAL "$15,200.00 $12,500.00 $19,600.00 $16,900.00' 00 RICHARD D & LYNDA L GROSS 2500101703377 203 CT E 250010180 PRIOR LAKE MN 55372 250010190 250010200 250010210 259020670 AN 25oo1041~ AN CITY OF PRIOR LAKE CITY MANAGER 259020540 16200 EAGLE CREEK AV PRIOR LAKE MN 55372 L BJ GRAIN JOE FELDMAN 3007 FAIRVIEW RD SW PRIOR LAKE MN 55372 AN 2500103001 AND 250010330 259020630 6268 EAGLE CREEK AV S MAIN AV SE MAIN AV SE SE 5000 KOP PIWIY 6220 6244 LOT OCK 3 EX S'ERL Y 3' 'ACA TED WALKERSTREET LYING ADJ PLAT-25001 CITY OF PRIOR LAKE & LOT 6 BLOCK 3 & S'ERL Y 3' OF 5 & VACATED WALKER ST LYING ADJ TO LOTS PLAT-25001 CITY OF PRIOR LAK~ N1/2 OF LOT 7 BLOCK 3 PLAT-25001 CITY OF PRIOR LAKE & S1/2 OF LOT 7 BLOCK 3 PLAT-25001 CITY OF PRIOR LAKE & LOT 8 BLOCK 3 EX N 8' PLAT-25001 CITY OF PRIOR LAKE & SECT -02 TWP-114 RNG-022 W 150' OF N 25' OF TCT BETWN BLK 3 & H&D RR AND BLOCK 4 E 38' OF S 15' OF LOT 3 & N 10' OF E 38' OF LOT 4 PLAT-25001 CITY OF PRIOR LAKE AND LOT 6 BLOCK 4 & S1/2 OF LOT 5 & VACATE ALLEYL YING W OF LOTS PLA T-25001 CITY OF PRIOR LAKE & SECT-02 TWP-114 RNG-022 P/OW1/2 NE1/4 LYING N OF N ROW ABANDONED C,M & ST P RR & LYING S OF S LINE BLK4 & LYING WOF S EXT OF E LINE BLK4 & E OF S EXT OF E LINE LOT 7BLK 4 AND BLOCK 4 N 30' OF E 40' OF 11 & E 40' OF LOT 12 PLAT-25001 CITY OF PRIOR LAKE AND SECT-02 TWP-114 RNG-022 COM NE COR BLK 9, SE 69.7', NE515.7', NW 355.83', W TO W LINE, S TO N LINE BLK 9, SE TOPOB IN NE1I4 NE1/4 $88,950.00 $86,250.00 $119,310.00 $116,610.00 690 2 $3,950.00 $1,250.00 $4,390.00 $1,690.00 10 25001021 IJOHN W DENNIS 1214 YALE PL 250010221 MINNEAPOLIS MN 55403 S 7' OF N 8' OF LOT 8 BLOCK 3 PLAT-25001 CITY OF PRIOR LAKE LOT 9 BLOCK 3 & N l' OF 8 EX PIO LOT 9 COM NW COR , S 73-11-00 E ALONG N LINE 70.25', S 16-20-14 W 7.04N 73-39-46 W 18.53', S 16-18-09 W 7.92', N 73-39-46 W51.7' TO W LINE LOT 9, N 16-13-25 E 15.58' TO POB. PLAT- 25001 CITY OF PRIOR LAKE 3 $7,075.00 $4,375.00 $8,615.00 $5,915.00 35 4 O'MALLEYS ON MAIN INC 25001 02221 PO BOX 669 250010231 PRIOR LAKE MN 55372 LOT 9 BLOCK 3 COM NW COR, S 73-11-00 E ALONGN LINE 70.25'. S 16-20-14 W 7.04', N 73-39-46 W 18.53', S 161 18-09 W 7.92', N 73-39-46 W51.7' TO W LINE LOT 9, N 16- 13-25 E 15.58' TO POB. PLAT-25001 CITY OF PRIOR LAKE & LOT 10 BLOCK 3 LYING W OF LINE COM 70.5' W OFNE COR, S TO PT 70.5' W OF SE COR & THERE TERMINATING. PLAT-25001 CITY OF PRIOR LAKE $10,825.00 $8.125.00 $13,685.00 $10,985.00 65 IHAROLD G & REGINA C TUPY 250010240118076 LUEDKE LN 250010250 PRIOR LAKE MN 55372 MAIN AV SE 1621 N1/2 OF LOT 11 BLOCK 3 PLAT-25001 CITY OF PRIOR LAKE & S1/2 OF LOT 11 BLOCK 3 PLAT-25001 CITY OF PRIOR LAKE 5 $8,950.00 $6,250.00 50.00 $1 $8,450.00 50 MAIN AV SE MAIN AV SE 6197 6203 6 $26,450.00 $23,750.00 $34,810.00 $32,110.00 90 Is & M DEVELOPEMENT LLC 16186 MAIN AV SE 250010260 PRIOR LAKE MN 55372 JAMES J & ELIZABETH SPEIKER 2500102703083190 ST E 250010290 PRIOR LAKE MN 55372 ROBERT D & CAROLE A MERTENS 3534 BASSWOOD CIR BOX 488 250010310 PRIOR LAKE MN 55372 MAIN AV SE 6189 LOT 12 BLOCK 3 PLAT-25001 CITY OF PRIOR LAKE N 38' OF E 75' OF LOT 1 BLOCK 4 PLAT-25001 CITY OF PRIOR LAKE & LOT 2 BLOCK 4 & PIO LOT 1 EX N 25' OF E 75' & EX S 13' OF N 38' OF lOT 1 PLAT-25001 CITY OF PRIOR LAKE 1. 8 112612004 $34,575.00 $8,325.00 $31,875.00 $5,625.00 $45,795.00 $10,305.00 $43,095.00 $7,605.00 255 45 012 MAIN AV SE MAIN AV SE 6186 16214 BLOCK 4 LOT 3 EX E 38' OF S 15' & PIO LOT 4 PLAT- 25001 CITY OF PRIOR LAKE G:\PROJECTS\2004\01_Downtown\downtown assessment roll.xis 9 JC' GEORGE M & JILL C THAI 11825 KNOLLS PATH W 250010320 LAKEVILLE MN 55044 ROBERT D & CAROLE A MERTENS 3534 BASSWOOD CIR BOX 488 250010400 PRIOR LAKE MN 55372 PRELIMINARY ASSESSMENT ROLL 11 FIGURE NO. $10,200.00 $7,500.00 $12,840.00 $10,140.00 60 MAIN AV SE 6228 BLOCK 4 N112 OF LOT 5 & S 40' OF LOT 4 PLAT-25001 CITY OF PRIOR LAKE BLOCK 4 S20' OF E 40' OF LOT 11 & W 11' OF E 51' OF LOTS 11 & 12 && W 100' OF LOTS 11 & 12 PLAT-25001 CITY OF PRIOR LAKE 10 $16,450.00 $13,750.00 $21,290.00 $18,590.00 o 11 $47,075.00 $44,375.00 $62,695.00 $59,995.00 355 WENSMANN ASSOCIATION EDWARD J & KAREN L FISHER 14730 DAKOTAST 250010640 PRIOR LAKE MN 55372 250010630 12 $13,325.00 $10,625.00 $17,065.00 $14,365.00 85 ISTEVEN D & SANDRA L NIELSEN 14677 WILDS VIEW NW 250010650 PRIOR LAKE MN 55372 DAKOTA ST SE 4730 LOT 5 BLOCK 9 & LOT 6 (W 84' OF LOTS) PLAT -25001 CITY OF PRIOR LAKE 13 $23,325.00 $20,625.00 $30,585.00 $27,885.00 165 250010710lROD & RITA DEHMLOW 25001071116720 SHORELINE LN 250010720 SHAKOPEE MN 55379 RONALD BLISS 4792 DAKOTA ST SE PRIOR LAKE MN 55372 MAIN AV SE 6176 LOT 5 BLOCK 9 & LOT 6 (E 67' OF LOTS) PLAT-25001 CITY OF PRIOR LAKE LOT 1 BLOCK 10 PLAT-25001 CITY OF PRIOR LAKE & LOT 2 BLOCK 10 & LOT 3 PLAT-25001 CITY OF PRIOR LAKE & LOT 4 BLOCK 10 & LOTS 5 & 6 (EX W 55') PLAT- 25001 CITY OF PRIOR LAKE !i 15 $13,325.00 $10,625.00 $17,065.00 $14,365.00 85 DAKOTA ST SE 4810 $9,575.00 $6,875.00 ,995.00 $ $9,295.00 55 250010730 KARL A DINGMAN,JR 250010750116260 ST PAUL AVE SE 250010762 PRIOR LAKE MN 55372 DAKOTA ST SE 4792 $27,075.00 $24,375.00 $35,655.00 $32,955.00 95 250010760IPAUL J & MARY F VIERECK 2500107703465140 ST NW 250010780 PRIOR LAKE MN 55372 MAIN AV SE DAKOTA ST SE 16173 4786 LOT 4 BLOCK 10 & LOTS 5 & 6 (W 55' OF) PLAT-25001 CITY OF PRIOR LAKE W 100' OF LOT 7 BLOCK 10 PLAT-25001 CITY OF PRIOR LAKE & E'ERLY 45' OF LOT 7 BLOCK 10 PLAT-25oo1 CITY OF PRIOR LAKE S'ERL Y 48' OF LOT 8 BLOCK 10 PLAT-25001 CITY OF PRIOR LAKE & LOT 9 BLOCK 10 & N'ERL Y 2' OF 8 PLA T- 25001 CITY OF PRIOR LAKE & LOT 10 BLOCK 10 PLAT- 25001 CITY OF PRIOR LAKE 16 !Z. 18 $22,075.00 $19,375.00 $28,895.00 $26.195.00 55 FRANK & EILEEN MUELKEN 250010790115685 FISH POINT RD SE 250010800 PRIOR LAKE MN 55372 MAIN AV SE MAIN AV SE 16161 16151 $14,575.00 $11,875.00 $18,755.00 $16,055.00 95 DANIEL W & MARILYN BORCHARDT 16095 MAIN AV SE PRIOR LAKE MN 55372 o PLAT-25oo1 CITY OF PRIOR LAKE & o PLAT-25001 CITY OF PRIOR LAKE LOT 11 BLOCK LOT 12 BLOCK 19 $16,450.00 $13,750.00 $21,290.00 $18,590.00 o 252430050 PFINC 25268001014805 DAKOTA ST SE 25001 02301 PRIOR LAKE MN 55372 MAIN AV SE 6095 014 UNT 5 PLAT-25243 CONDOMINIUM 20 $25,200.00 $22,500.00 $33,120.00 $30,420.00 80 IBRAD M HANSON 16117 MAIN AVE SE 252760010 PRIOR LAKE MN 55372 4805 DAKOTA ST SE 4789 DAKOTA ST SE BLOCK 1 PLAT-25268 P. F.INC. ADDN LOT 21 $11033.33 $8,333.33 $13,966.67 ,266.67 $1 66.67 ITHOMAS D & BEVERLY M SEXE 23978 PANAMA AV 252760020 ELKO MN 55020 MAIN AV SE 6117 1014 MAIN STR AMEND PLAT-25276 CONDO UNT 22 $11033.33 $8,333.33 $13,966.67 $11,266.67 66.67 PEARSONS AUTO BODY PRIOR LAKE 16111 MAINAVES 252760030lPRIOR LAKE MN 55372 014 MAIN STR AMEND UNT 2 PLAT-25276 CONDO 23 1/2612004 $11,033.33 $476,050.00 $8,333.33 $411,250.00 $13,966.67 $620,810.00 $11,266.67 $556.010.00 66.67 3290 TOTAL 2of2 MAIN AV SE 61 014 MAIN STR AMEND G:\PROJECTS\2004\01_Downtown\downtown assessment roR.xls UNT 3 PLAT-25276 CONDO 24