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Home My WebLink About05(C) - Resolution to Accept the Feasibility Report, Schedule a Public Hearing, and Authorize a Work Order – Northwood Road Area Project (2026-01, 2027-01, 2028-02) ReportITEM: 5CCITYCOUNCILAGENDAREPORT MEETING DATE: August 26, 2025 PREPARED BY: LukeSchwarz, Assistant CityEngineer PRESENTED BY: Nick Monserud, PublicWorksDirector / CityEngineer AGENDA ITEM: Resolution toAccepttheFeasibility Report, Schedule aPublic Hearing, andAuthorize aWorkOrder – Northwood Road Area Project (2026-01, 2027-01, 2028-02) STRATEGIC STABLE & SUSTAINABLE INFRASTRUCTURE PRIORITY: 1. Maintain average OCI 70. RECOMMENDED ACTION: Adopt aresolution toacceptthefeasibility report, schedule apublichearing, andauthorize awork order fortheNorthwood RoadAreaProject (2026-01, 2027-01, 2028-02). BACKGROUND: TheCityusesaCapital Improvement Programtoplan itsinfrastructure improvements andthe financing forcapital improvements. The Northwood RoadAreaProjectisproposed tobea3-year project thatincludessections ofmill & overlay, reclamation, andfullreconstruction throughout the project areashown ontheattached location map. OnAugust 14, 2024 theCity Council authorized awork order withBolton & Menk, Inc. (BMI) to prepare afeasibility reportforthisproject. Thefeasibility reportisnowcomplete andincludes totalestimated costs, preliminary assessment amounts, andaprojectfunding summary. This project isfeasible fromanengineering and economic standpoint; therefore, staffrecommend Council approval ofthe feasibility report and authorization toschedule thepublic hearing forSeptember 23, 2025 where theproposed improvements, projectschedule and assessments willbepresented toresidents. Thefeasibility reportwillalsobeshared withresidents priortothepublichearing viatheproject website. Approval ofthefeasibility reportdoesnotgrantfinalapproval oftheproject. Traditionally thepreparation ofplansandspecifications areapproved after thepublichearing is conducted. Duetoconsiderations ofscope andfunding, ithastaken longerthan expected to complete thefeasibility report. Byauthorizing thepreparation ofplans andspecifications now to beginconcurrently withtheacceptance ofthefeasibility report, itallowstheprojecttostayon trackforaJanuary 2026biddate. Therequired acceptance ofthefeasibility report and improvement hearing willbecompleted priortotheCouncil accepting theplansandspecifications andauthorizing theadvertisement forbids. Asiscustomary withourlargeroadreconstruction projects, staffhassolicitedaproposal from Bolton & Menk (amember ofourengineering consultant pool) toprovide theengineering services forthisproject. Thisworkorderincludesthefollowing services: CityofPriorLake | 4646DakotaStreetSE | PriorLakeMN55372 •Project management and coordination•Topographic survey•Completion of the feasibility report•Final design•Permitting•Bidding administration•Public engagement and project communications•Construction services and closeout for phase 1 Item SC l'age I 2 The work order amount is $1,516,412. Staff recommend approving this work order with Bolton & Menk. FINANCIAL IMPACT: The Northwood Road Area Project is proposed to be funded as shown in the table below: Proposed Funding Funding Source 2026 2027 2029 Ad Valorem Tax $1,925,000 $860,000 $1,925,000 Assessments $1,157,000 $862,000 $825,000 Franchise Fees $1,948,000 $1,151,000 - Utility Fund -Storm Sewer $346,000 $589,000 $269,000 Utility Fund -Sanitary Sewer $743,000 $1,059,000 $1,184,000 Utility Fund -Water $1,000,000 $864,000 $1,184,000 PIR $945,000 -- Pl R Assessment $222,000 -- Total $8,286,000 $5,385,000 $5,387,000 The work order cost with Bolton & Menk is included in these total budgeted amounts. ALTERNATIVES: 1... Motion and second as part of the consent agenda to adopt a resolution to accept the feasibility report, establish a public hearing date, and approve a work order for the Northwood Road Area Project (2026-01, 2027-01, 2028-02). 2... Motion and second to remove this item from the consent agenda for additional discussion. A III IIIACIIIIIIIVI 111\J 111S••• 1.. ll�esoll11tiion 2.. 11 ..... ocatiion IIVlap3.. lleasiibii lliity ll�eport 4.. lleasiibii llty ll iig11res 5.. Work. C)rder H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 P RO JEC T LO C ATIO N dw g 8/ 4 2 02 5 8 41 42 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 1: Project Location August 2025 FEETSCALE 0 400 800 HORZ. R UPPER PRIOR LAKE LOWER PRIOR LAKE E A G LE C R E E K A V E N E C R 2 1 154TH STNW (CR82) SPRING LAKE RD SW (CR 12) STEM MER RID GE RD N W NORT H W O O D R D N W HA W K RIDGE RD N W KNOLLRIDGE DR NW TA HI NKA P L N W B U TT E R N U T CIR N W ISLAND V IE W CIR NW FRE M O NT A VE N W LEGEND PROJECT LOCATION H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 ST REET IMP RO VEM EN T CLASSIFICAT IO N dwg 8/ 4 20 25 8 4 7 2 2 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 2: Street Improvement Classification August 2025 FEETSCALE 0 400 800 HORZ. R UPPER PRIOR LAKE LOWER PRIOR LAKE E A G LE C R E E K A V E N E C R 2 1 154TH STNW (CR82) SPRING LAKE RD SW (CR 12) STEM MER RID GE RD N W NORT H W O O D R D N W HA W K RIDGE RD N W KNOLLRIDGE DR NW TA HI NKA P L N W B U TT E R N U T CIR N W ISLAND V IE W CIR NW FRE M O NT A VE N W LEGEND STREET RECONSTRUCTION STREET MILL & OVERLAY STREET RECLAMATION CE S MHSN /3Rings @06thick CondGood R=916.89 I=E (8 INCLAY C FEST ELEV 9 14 25 U CBRC CondGood R=918 33 I=E (15 INRCP NW (15IN RCP 915.23915.03 I= U FEST ELEV 91674 CBRC /Cond Go od R=918 09 I=SE (15 IN RCP NW (15IN RCP 915.39915.29 I= U P CBRC /2Rings @ 0.4thick ,Cond:Fair R=911.92 E (15 IN RCP) W (15INRCP)906.18 906.14 INV:INV:INV:INV:INV: INV: U CBRC4Rings@08thickCondFair R=91189 I= E ( 15INRCP W (15INRCP 9066990659 I= FEST ELEV=909.91 S MHSN /6Rings @1.2thick ,Cond:Fair R=913.19 S (10INCLAY) NE (8 IN CLAY) E (8INCLAY) 906.37 904.93 INV: INV:904.99INV:INV:INV: INV: CC V VF C CC C G C CBRC 3Rings@ 06thickCondFair R=92329I=E (15INRCP 918.98 C S MHSN /3Rings @0.6 thick ,Cond:Good R=922.85 SE (12 IN CLAY) NW (10 INCLAY) N (10 IN CLAY) 903.79 903.69 INV: INV:903.79INV:INV:INV: INV: G G G G G C l lOU OU OU E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G l l l l l l l l l G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C-D C-D C-D C-D C-D C-D C-D C-D C D C-D C D C D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G D G D E D E D E-D X X X X X X X X X X ll l l ll l l ll l l l l l l l l l l l l ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll lll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15 00 16 00 17 00l l l l l l l l PAR CEL 16 3 2804 S PRIN G L A K E R D S W LIND Q UIS T K RIS T O P H E R J P A R C E L 1 16725 N O R T H W O O D R D N W T H E P U B LIC PAR C E L 1 64 1673 0 NO R TH WO O D R D WES T L UND ST E P H A NIE PARC EL 2836 C ENTER RD SW SOLLE R PATRICK J P A R C EL 2 8 1 8 C E N T E R R D S W L O U E Y T E R RI L D WI G H T D P A R C E L 16 5 S C O T T C O U N T Y T A X A TI O N D E P T PARCEL3SCOTTCOUNTYPARKSDEPARTMENT P A R C E L 2 S C O T T C O U N T Y T A X A T I O N D E P T PAR CEL 167 16530 N O R T H W O O D R D N W HAIKER THO M ASF JEANETTE C 165 71 N O R T H W O O D R D N W PAR C E L 6 165 87 N O R T H W O O D R D N W MOR G E N S T E R N F R ED E RICK K E N D R A C O M O LIT O R A S S PAR C E L 4 16633 N O R T H W O O D R D N W STA R K TIM O T H Y PAR C E L 5 166 0 5 N O R T H W O O D R D N W STE N S O N G A R Y R 200 4 AV E W SCO T T C O U N T Y TAXA TION D EPT S C O T T C O U N T Y T A X A TI O N D E P T 28' H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 8/ 4 2 025 8 57 13 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 3: Utilities August 2025 LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN ABANDONED WATER MAIN l l PROPOSED WATER SERVICE PROPOSED STREET LIGHT FEETSCALE 0 50 100 HORZ. R NORTHWOOD RDNW SP RI N G L AK E R D S W C R 1 2 CE N T E R R D S W UPPER PRIOR LAKE 28 9' 5' TURTLE FENCE CC CBRC /3Rings @ 0.6thick ,Cond:Good R=928.96 SW (15INRCP)926.06INV:INV:INV:INV:INV:INV: S MHSN /5Rings @1 thick ,Cond:Good R=932.85 I=S (8INCLAY) NW (8INCLAY) N (8 INCLAY) 921.77 921.57 I= I=921.67 C CBRC 2 Rings @0 4thick CondFair R 92903 I SE 27 INRCP E 15IN RCP N 27IN RCP92561 924 73 II 924 83 CC C S MHSN /6 Rings @ 1.2thick ,Cond:Fair R=917.51 NE (8IN RCP) NW (8INRCP)912.51 912.41 INV:INV:INV:INV:INV: INV: CBRC CO N BLOCK 1Rings@0 2 thick CondFair R 91590 I SW 30INRCP NE 12 IN RCP 912 60 91155 I C C CBRC 1Rings@ 02 thick CondFair R 91603 I SW 12INRCP 91358 CC C C CBRC C ondGood R 907 53 I NW 15 IN RCP E 15 IN RCP 904 88 904 78 IU CLVT IN V 904 35 CBRC /Cond:Good R=907.62 W (15 IN RCP)905.48INV:INV:INV:INV:INV:INV: CLVT INV: 906.54 CBCC /STANDING WATER & 3.84TO TOP OFWATER ,Cond:Good R=905.18 E (24 IN RCP) W (24INRCP)900.03 899.73 INV:INV:INV:INV:INV: INV: C S MHSN /10Rings @2thick ,Cond:Fair R=908.97 S (8INCLAY) E (8INCLAY)893.09 892.99 INV:INV:INV:INV:INV: INV: C CC S MHSN /4Rings @0.8thick ,Cond:Fair R=912.20 SW (8INCLAY) NE (8 INCLAY)892.04 891.94 INV:INV:INV:INV:INV: INV: C C E CCE SMHSN /5Rings@ 1thick Cond Fair R=911.11 I=N (8IN CLAY S (8IN CLAY E (8IN CLAY 890.53890.33 I= I= 890.43 L P PM H C CBRC /4Rings @08thick CondFair R=910.26 I=NW (15 IN RCP S (15INRCP 906.88 906.88 I= CBRC /Cond:Good R=910.33 I=N (15IN RCP)907.41 FEST ELEV 90442 CE S MHSN /3Rings@ 06thick CondGood R=916.89 I=E (8IN CLA Y 905.08 C FEST ELEV 914 25 U CBRC Cond Good R=918 33 I=E (15IN RCP NW (15IN RC P 915.23915.03 I= U FEST ELEV 91674 CBRC CondGood R=918 09 I=SE (15 IN RCP NW (15IN RCP 915.39915.29 I= l l l E X l l l C G G G G G G G C E E E E G G G G G G-D G-D G-D G-D G- D G-D G- D G-D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G-D G- D G- D G- D G- D G-D G- D C-D C-D C-D C-D C-D C-D C-D C D C D C D C D C D C D C-D C-D C-D C- D C- D C-D C-D C- D C- D C-D C- D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-D C- D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C- D C- D C- D C- D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l S l l G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G- D G- D G- D G D G D G D G D G-D G-D E D E D E-D E-D E-D E-D E-D E-D E-D E D E-D E-D E-D E- D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E- D E- D E-D E- D E- D E- D E- D E- D E-D E-D E-D ED ED E D E D E-D E- D E- D E-D E-D E-D E- D E- D E-D E-D E-D E- D E-D E-D E- D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D S S S S CC l l l l l l l l l l ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 1 66 0 0 16 7 0 0 167+38.80 12+00 13+00 14+00 1500 16 00 1700 18 00 19 00 20+00 21+00 22+00 23+00 24+00 25+00 26 00 27 00 28 00 29 00 30 00 31 00 32+0 0 33+0 0 l l l l l l l l l l l l l l l PARCEL3716511NORTHWOOD RDNWLARSONPAULSLARSONAMYG PARCEL3816499NORTHWOOD RDNWZOSCHKECRAIG P A R C E L 3 9 16 4 7 1 N O R T H W O O D R D C H A P M A N G R E G O R Y C HA P M A N D A NI E LL E PA RC EL 54 16383 N O R TH W O O D R D N W J O N ES S AR A H J P A R C E L 5 5 1 6 3 61 N O R T H W O OD R D N W R E V A K M A R IL Y N C P A R C E L 56 1 6 33 7 N O R T H W O O D R D N W T E T Z L O F F P A U L A J J O H N L PAR C E L 170 304 1 K N O L L RID G E D R N W SPL E TT S T O E S E R G R E G O R Y M PA R CEL 169 3055 K N OLLRIDG E D R N W N O TER M AN N D EBO R AH L 306 0 K N O L L RID G E D R N W RYB A T H O M A S J O H N JR PA RCEL167 165 3 0 N O R T H W O O D R D N W HA IKER TH OMAS F JEANETTE C PAR C E L 1 6 8 CITY O F PRIO R LAKE PARCEL 187 16481HAWK RIDGECT NW LOFFHAGEN ADAMG PAR C E L 186 16485 H A W K RI D G E C T N W WEB E R A D A M PAR C E L 7 165 7 1 N O R T H W O O D R D N W DUP O N T D O N N A PAR C E L 6 165 8 7 N O R T H WO O D R D N W MOR G E N S T E R N F R E D E RIC K K E N D R A C O M O LI T O R A S S PAR C E L 4 166 3 3 N O R T H W O O D R D N W STA R K TIM O T H Y PARCEL 3616525NORTHWOOD RDNWHENNENLAWRENCEMARYELAINE PARCEL 35 PAR C E L 5 166 05 N O R T H W O O D R D N W STE N S O N G A R Y R PARCEL5216427NORTHWOODRDNWSMITHLANCEE PARCEL5316407NORTHWOODRDNW SUEECOOKEREVOCABLETRUST 3027 K N O LLRID G E D R LAR S O N K U R T A 165 6 5 N O R T H W O O D R D N W P AR CE L 42 3 1 75 LI ND E N CI R N W S MI T H MIT C H ELL P A R C E L 4 0 3 1 4 7 LI N D E N CI R N W B A R R Y A N D T R E V A J A M E S LIVI N G T R U S T 3 189 LI NDEN CIR N W S ON NE NB UR G PA UL PARCEL 50 3162 LINDEN CIR NW SUTLIFF DEAN N PARCEL513124LINDENCIR NWMARYELINDSTROMREVOCABLETRUST AGREEMENT 464 6 D A K O T A S T SE CITY OFPRIOR LAKE P A R C E L 4 1 31 71 LI ND E N CI R N W D A W S O N K ATHL E EN M 464 6 D A K O TA S T S E CIT Y O F P RIO R L A K E 28' 4.5 5' 28' 4' 5'5' H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 8/ 4 2 025 8 59 23 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 4: Utilities August 2025 FEETSCALE 0 50 100 HORZ. R NORTH W O OD RD N W LIN DEN CIR N W LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN ABANDONED WATER MAIN l l PROPOSED WATER SERVICE PROPOSED STREET LIGHT RETAINING WALL REPLACEMENT PROTECT OUTLET CULVERT WITH CARP GRATE EASEMENT REQUIRED TO DRAIN LOW AREA BEYOND ROW S C CC PC C C CC CLVT TOP OF PIPE AS ROCKS ARE FILLING THE INV: 957.54CBRC /Cond:Good R=955.59 S (18INRCP)952.74INV:INV:INV:INV:INV:INV:CBRC /5Rings @ 1thick ,Cond:Good R=955.50 W (18INRCP) N (18INRCP)952.30 952.10 INV:INV:INV:INV:INV: INV: CC P C S MHSN R=959.60INV:INV:INV:INV:INV:INV: CLVT INV 95255 CBRC8Rings@16thickCondGood R=95564 I= S ( 18INRCP 95089 CBRC 2Rings @04thick CondFair R= 95566 I= S27INRCP NE 18IN RCP W ( 24IN RCP E 18 INRCP 95070 95056 I=I= 95 106 I= 95060 VC D MHST 5Rings@1 thick CondNew R= 958 60 I= E 12INRCP SW 12INRCP 95198 95 150 I= D MHST /Cond:Fair R=960.60 E (12INRCP) W (12 IN RCP)952.96 952.86 INV:INV:INV:INV:INV: INV: S MHSN 1Rings@02thickCondGood R=96076I=E (8INPVCW (8INPVC 94926 94916 I= C E S MHSN 3Rings@06thick CondFair R=95949I=SE (8INPVC W ( 8INPVC 949.93 949.83 I= PP EC C P PC CBRC /1Rings@0.2thickCondFairR=957.84 I=E (12 INRCP)S (12INPVC)954.84 954.69I= C S W (8INPVC)947.59 947.46I= CBRC /CANNOTSEE BOTTOM (DEBRIS 4Rings@08thick CondPoorR=958.11 I=N (12IN RCP) CC CC CBRC /3Rings@0.6thick CondFairR=959.49 I=E (12INRCP)955.89 CBRC 2Rings@04thick Cond Fair R= 96010 I= E 12 INRCP W 12INRCP 95550 95460 I= C C S MHSN /4Rings@0.8thick CondGoodR=960.17 I=S (8INPVC) W (8INPVC)948.73 948.65I= ECC CBRC 3Rings@ 06thick CondFair R= 95438 I= S 27IN RCP E 18INRCP N 27INRCP 94900 947 82 I=I= 94 792 S MHSN /7Rings@14thick CondGood R=952.43 I=SW (8INPVCN (8INPVC)W (8INPVC 941.48 941.39I= I= 941.48 C CBRC 2Rings @04thick CondGood R= 95446 I= W 18IN RCP 95106 C C C CC S MHSN /5 Rings @ 1thick ,Cond:Good R=932.85 I=S (8INCLAY) NW (8INCLAY) N (8IN CLAY) 921.77 921.57 I= I=921.67 C PP S MHSN /3Rings @06thick Cond Good R=938.19 I=SE (8INCLAY) W (8INCLAY)927.69927.59 I= C EC CBRC /STANDINGWATER ,3Rings@6thick CondGood R=938.36 I=S (36INRCP) W (36 INRCP) N (15 INRCP) 928.86 926.41 I= I=933.87 C PP C CC CBRC /1Rings@02thick CondGood R=938.17 I=S (15 IN RCP 935.47 CC S MHSN R=959.86INV:INV:INV:INV:INV:INV: S MHSN R=939.30INV:INV:INV:INV:INV:INV: CBRC R=939.26INV:INV:INV:INV:INV:INV: CBRC R=939.19INV:INV:INV:INV:INV:INV: CBRC R=940.96INV:INV:INV:INV:INV:INV: CBRC R=940.99INV:INV:INV:INV:INV:INV: G l C l l l l l l l l l l G C-DC-DC-DC-DC-DC-DC-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C D CD C- D C- D C-D C- D C- D C- D C D C-D C- D C D CD C D C D C D C D C- D C D C D C D C D C D C-D C-D C-D C-D C-D C-D C-D C-D C D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C D C- D C-D C- D C-D C-D C-D C-D C D C D C D C D C D C D C D C D C D C D C D C D C D CD C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C D C-D C-D C-D C-D C D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D llll ll l l l l l llll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G D G D G D G D G D G D G D G- D G D G D G D G D G D G D G-D G-D G-D G-D G D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G- D G-D G- D G- D G- D G-D G-D G- D G D G D G-D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G D G D G-D G-D G-D G- D G-D G- D G-D G-D G-D G- D G D E-D E D E D E D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D ED E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D E-D E-D E-D E-D E-D E-D E D ED E-D E D E D E D E D E D E D E D E D E D E-D E D E D E D E D E D E- D E D E D E D ED E D E D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D C D E-D l l l l l l S S S S S D MHST R=941.67INV:INV:INV:INV:INV:INV: C HC E M P2 00 00 20 1 00 20 2 0 0 2 03 0 0 20 4 00 20 5 00 205+25.09 215 0 0 216 0 0 2 17 0 0 2 18 0 0218+10.12 1 61 00 162 0 0 16300 164 00 165 00 16 6 00 1 6 7 0 0 32+00 33+00 34+0 0 35+0 0 36+0 0 37+0 0 38+0 0 39+0 0 40+00 41+00 42+00 43+00 44+00 45+00 PAR C E L 4 4 1 303 7 H A W K RID G E R D N W BRU D E V O L D M E L A NIE A AN D R E W L P A R C EL 5 5 1 6361 N O RT H W O O D RD N W R E V A K M A RIL Y N C P A R C E L 5 6 1 633 7 N O RT H W O O D R D N W T E T ZL O FF P A UL A J J O H N L P A R C EL 5 8 1 6313 N O R T H W O O D R D N W L E H N E R T M A R K E P A R C E L 57 1 6 327 N O R T H W O O D R D N W P E T S C H L J E F F R E Y T R A CI P A R C E L 59 1 628 5 N O R T H W O O D R D N W S T U A RT L U C I A L T M A N T R U S T P A R C E L 60 1 62 7 3 N O R T H W O O D R D N W A N D E R S E N C R A IG A J O D Y P A R C E L 6 3 1 6 23 1 N O R T H W O O D R D N W P A U L A F C O U L T E R R E V O C A B L E T R U S T P A R C E L 62 16 2 4 5 N O R T H W O O D R D N W A T K IN S J O S H U A C ALL P A R C E L 6 4 1 61 87 N O R T H W O O D R D N W R O E S N E R M A R K R PAR CEL 65 161 75 NORT H WOO D R D N W GER GEN MA RK M PARC EL 66 16163 NORTHWOOD RD N W HOLDEN TERRY L PARCEL 67 16153 NORTHW OOD RD BORR ELL CHARLES PAR C E L 1 70 3041 K N O L LRID G E D R N W SPL ET T S T O E S E R G R E G O R Y M P A RCE L 169 3 055 K NO LLRID G E DR N W N O T ER MA N N DEBO RAH L PAR C E L 38 4 3032 K N OL L RID G E D R N W MAN F R E D J A M E S R A M B E R R PAR C E L 3 8 3 304 6 K N O L L RID G E D R N W SEM E N E N K O N A T A L Y A D IG O R PAR C E L 3 8 2 306 0 K N O L L RID G E D R N W RYB A T H O M AS J O H N J R P A R C EL 4 4 9 3057 V IE W C R ES T C IR N W MA R C H ES S A U LT T O M P A RC E L 4 4 8 3 04 3 V IE W CR E S T C IR N W S T R O M ME N E R L IN G P N O R M A J P A R CE L 447 3029 VIE W C RE ST C IR N W H OLT A N JA M E S R JR S H A R IL PA RC EL 44 6 3032VIEWCREST CIRNWHE G E R D O U G LA S P K ALA L P A R CE L 445 3046 V IE W C R ES T C IR M A L L E Y J A S O N J P A R C EL 4 4 4 3058 V IE W C R ES T C IR N W H E N N Y C H R IS T O P H E R J PAR C E L 443 306 1 H A W K RID G E R D LYN C H M A R G A R E T M A R Y PAR C E L 4 4 2 3049 H A W K RID G E R D N W HAA GE N S E N M IC H A E L PAR C E L 2 5 5 302 2 H A W K RI D G E R D N W MUR R T O D D E T A M A R A PARCE L 25 6 3034 HAWK R IDGE RD NW MEI BOB PARCE L 257 3046 H A WK RIDGE R D N W GREBEN YUK YEVGENIY PARCEL258 3058HAWKRIDGERDNW ANDREW S SHARONASBURKETRUST PARCEL 259 3091 LAKE HAVEN C T NW KOEHLE R AND REW I RE BEC CA S PARCEL 260 3077 LAKE HAVEN CT NW MILLER DAVID J NICOLE PARCEL 261 3065 LAKE HAVEN CT NW PELLER KAREN L MARK J PARCEL 2653074LAKEHAVENCTNWPROVANCHAAARONJ PARCEL 266 3086LAKEHAVEN CT NWLAMAACKDAVIDB & MARY B PARCEL 2673098LAKEHAVENCT NWRAYMONDCRAIGALLAN PARCEL 2683197SHADYCOVEPTNWKRECHMICHAELW & HEATHE R M PARCEL 2693185SHADYCOVEPT NWVELDMANBRUCEA & CHRISTI NE M PARCEL 2703173SHADYCOVEPT NWLUNDQUISTDANIEL PAR C E L 4 4 0 302 5 H A W K RID G E R D N W KAT Z M A R E K G A R Y N O U PARCE L 4 24 1632 2 TAHIN K A C T NW MILLE R RO NNIE PARCEL425 16325TAHINKACTNW HAYNESCHRISTOPHERKENNETH PA RCEL 4 26 1631 7 TA HI NKA P L LE HO NG DU NG CA O PA RC EL 427 1630 3 TAHI NKA CT N W KLAMM KE N NET H A RO CH EL L E L PA RC EL 428 16 2 91 T AHIN KA CT N W WEI RI CH E RI CA PA RCEL 4 2 9 1628 5 TA HI NK A CT N W BE NN ETT ROBERT PAR CEL 4 3 0 16281 TA HI NKA CT N W HU AN G LIA N G PA R C EL 43 1 1 627 3 TA HIN K A CT NW N YS T R O M M A R K P A R C E L 4 32 1 6 265 T A H IN K A C T N W C A RL S O N B E N J A MIN 1 6 2 57 T A H I N K A C T N W B E U C R A N D O N B E U C S A S H A P A RC EL 4 3 9 4646 D AK O T A S T SE P R IO R LA K E C ITY OF C IT Y M A N A G E R PARCEL 438 2983 H A W K RID G E R D N W ZAPPASAM UEL PAR C E L 4 3 7 2971 HAW K RIDG E R D NW EDLU ND JENNIFER K PAR C E L 4 3 6 296 5 H A W K RID G E R D N W MEE T H O M A S AR T H U R III PAR C E L 17 3 296 7 K N O LL RID G E D R N W WOZ N E Y WIL LIA M J 2951KNO L L RID G E D R N W MCCA R T H Y J E FF R E Y D PAR C EL 172 2979 K N OLL RID G E D R FUR U S E H T R U S T PAR C E L 3 8 5 2982 K N O LL RID G E D R N W BUR T U S B RIA N MIC H A EL P A U L U S PAR C E L 3 86 297 0 K N O L L RID G E D R N W LIN D S T R O M S A M U E L M PAR C E L 38 7 295 4 K N O L L RID G E D R N W KIN G S L E Y WIL LIA M GL E N PAR C E L 3 8 8 464 6 D A K O T A S T S E PRIO R L A K E CIT Y O F CIT Y M A N A G E R PAR C E L 389 2936 K N OL L RI D G E D R N W SCH E E LE J A CIL Y N S PAR C E L 3 9 0 292 0 K N O LL RID G E D R N W KOE H M S T E D T T H O M A S F P A R C EL 6 1 1 6 2 55 N O R T H W O O D R D N W W AL VIU S S U S A N K PA RCEL 171 3027 KNO LLRIDG E D R LA RSO N KUR T A 32 12 5' H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 8/ 4 2 025 9 00 59 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 5: Utilities August 2025 FEETSCALE 0 50 100 HORZ. R NOR T H W O O D R D N W K N O LLRID G E D R N W H A W K R ID G E R D N W LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN ABANDONED WATER MAIN l l PROPOSED WATER SERVICE PROPOSED STREET LIGHT C P CC C PC CBRC /Cond:Fair R=915.67 SW (21 IN RCP) NW (12INRCP)INV:INV:INV:INV:INV: INV: L CC CBRC /STANDING WATER ,3Rings @0.6thick ,Cond:Fair R=915.48 SE (15 IN RCP) N (21 IN RCP)910.22 909.93 INV:INV:INV:INV:INV: INV: CBCC R=915.22 E (12INRCP)913.02INV:INV:INV:INV:INV:INV: CC P CC S MHSN Cond New R=949 11 I= NE (8IN CLAY N (8INCLA Y 930.99930.89 I= VCCC S MHSN METALRINGS1Rings @03thickCondGood R=94509 I= NE ( 8INCLAY SW 8INCLAY 9304793037 I= C P CC S MHSNMETALRINGTOODEEPTOMEASURE1Rings@04thick CondGood R=93177 I= E ( 8INPVC N (8INPVC S ( 8INPVC I=I= C CC S INV:INV:INV:INV:INV:INV: P CC S MHSN /Cond:Fair R=950.09 NE (8INCLAY) W (8IN CLAY)935.66 935.58 INV:INV:INV:INV:INV: INV: C C C CC CC G S MHSN R=976.30INV:INV:INV:INV:INV:INV: CBRC R=966.30INV:INV:INV:INV:INV:INV: S MHSN R=972.18INV:INV:INV:INV:INV:INV: VC C C CC S MHSN CONCRETE RIN GSAR E BLUE 6 Rings @ 1 2thick Cond Po or R=97 8 99 I=SE (6 IN CLAY NE (4IN CLA Y 969.1 9969.0 9 I= CE C C CC S MHSN R=980.15INV:INV:INV:INV:INV:INV: C E R=965.68INV:INV:INV:INV:INV:INV: CC E C C E E G G G G C C X X G G G G G C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C D C D C D C- D C- D C- D C-D C- D C- D C- D C-D C-D C- D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-D C-D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l S l l l l l l l l l l l l l l l l l l l l l l l l l l l G- D G- D G-D G-D G D G-D G-D G- D G D G D G D G D G D G D G D G D G D G D G D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G-D G-D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DG-DG-D G- D G- D G-D G-D G-DG-D E-D E-D E-D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E-D E-D E-D E D E D E D E-D E- D E-D E- D E-D E-D E-D E- D E-D E D E D E D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E D E-D E-D E-D E-D E-D l l l l l l l S S S S S S S > S S S S S S S S FF=943.76FF=943.78 FF=938.85 FF=933.86 FF=933.90 FF 933 92 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll ll ll ll ll ll ll ll ll l l l l l l llllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l PARCEL67 PARCEL 68 16145 NORTHWOOD RD NW RIVERA JASON D PARCEL 69 16139 NORTHWOOD RD NW PAUL M CHAVES REVOCABLE TRUST KRISTEN D GOEDERT PARCEL 70 16129 NORTHWOOD RD NW MOEN SCOTT PARCEL 72 16113 NORTHWOOD RD VIJA R PELECISTRUST PARCEL 73 16109 NORTHWOOD RD NW BERG JEFF PARCEL 74 16101 NORTHWOOD RD NW HODSDON TIMOTHY PARCEL 75 16099 NORTHWOOD RD NW CAMPBELL JOSEPH K PARCEL 76 16095 NORTHWOOD RD NW FLOMTODD R PARCEL 77 16093 NORTHWOOD RD NW BURT DENISE A PARCEL 78 16091 NORTHWOOD RD NW TAN EDDY PARCEL 79 16087 NORTHWOOD RD NW SIMONSON JAY S ANN J PARCEL 80 16085 NORTHWOOD RD NW GRUNDER KYLE PARCEL 81 16083 NORTHWOOD RD NE BOLZ BRADLEY W BOLZ MONAYE M PARCEL82 16077 NORTHWOOD RD NW PASSOFAROJOSEPH A PARCEL 83 16073 NORTHWOOD RD NW ANDERSON KARL PARCEL 85 16067 NORTHWOOD RD NW SULLIVAN BARRY J PARCEL 86 16063 NORTHWOOD RD NW SULLIVANMOLLY P PARCEL 84 16069 NORTHWOOD RD NW ANDERSON DAVID G GRETCHEN PARCEL 87 16061 NORTHWOOD RD NW CHIAL STEVEN E NAOMI R PARCEL 88 16059 NORTHWOOD RD NW GRYTING KELLY R PARCEL 89 16057 NORTHWOOD RD NW RICHARDSON JESSICA PARCEL90 16055 NORTHWOOD RD NW HARTL CASEYA PARCEL91 16051 NORTHWOOD RD NW ERICKSON SCOTT H PARCEL92 16049NORTHWOODRDNW WILLIAM CORINNA GILBERTTRUST PARCEL93 16047NORTHWOODRDNW AUDASJAMESR 16045NORTHWOODRDNW MENDENFRANCIS PARCEL 289 16058 NORTH WOOD RD NW WALL MICHAEL JENNIFER PARCEL 288 16070 NORTHWOOD RD NW BAIR RANDELL L SANDRA K PARCEL 268 3197SHADYCOVE PTNWKRECHMICHAELW & HEATHER M PARCEL 269 3185SHADY COVEPT NWVELDMANBRUCEA & CHRISTI NE M PARCEL 2703173SHADYCOVEPT NWLUNDQUISTDANIEL 3146 S HAD Y CO V E P T NW LAIN G DO UG LA S W JR D EBO R AH A PA R C EL 277 3158 S H ADY C OV E P T N W FO R STER M AR K T PARCEL 2783170SHADYCOVEPTNW STEPHENGERALDCLOSEANDDANAJEANCLOSETRUST PARCEL2793182SHADYCOVEPTNWKLOSSNERDEREK PARCEL2803221LAKEBLUFFCIRNWLARSONJOHNPJILLR PARCEL2813199LAKEBLUFFCIRNWLETHANH PARCEL2823191LAKEBLUFFCIR NW HELBERG PAULD COLEENSHELBERG PAR C EL 28 3 320 4 L AKE B L UFF CI R N W KL EMA NATHAN PARCEL 284 3212 LAKEBLUFF CIRNW HONG JOHN P V & LINHM PARCEL 285 3220LAKEBLUFFCIRNW DIDIONTAMARAROSE PARCEL 2863228LAKEBLUFFCIRNWBARLASSJACOB PARCEL 287 16082 NORTHWOOD RD NW ERICKSON JAY T CARMEN H PRIOR LAKE CITY OF C ITY M ANAGER P A R C EL 3 3 0 15995 FR E M O N T A VE N W TOTHANNA M PAR C E L 3 8 0 160 50 N O R T H W O O D R D N W HPA II B O R R O W E R 2021 1 LL C PAR CEL 381 160 52 N O R T H W O O D R D N W FRIEDG ESDAVID R P A R C E L 3 3 1 1 5 9 7 5 F R E M O N T A V E N W S C H R EI B E R RI C H A R D C T E R R Y R P A R C E L 3 32 1 5 9 59 F R E M O N T A V E N W H A D A C J O H N A PARCEL296 COURSOLLENATASHAK P A R C E L 3 00 33 81 F R E M O N T S T N W L A C R OIX K E V I N J IR E N E L PA R C EL 302 3344FREM ON T ST NW H OLST A D A M BER TO N PA R C E L 2 9 7 15 9 9 0 F R E M O N T A V E N W HI L L E S HI E M J O D Y A P A R C E L 2 9 8 1 5 9 78 F RE M O N T A V E N W C A M E R O N D A NI E L A PARCEL301 3345FREMONT ST NW AALAND NICHOLAS S P A R C E L 2 9 9 1 5 96 0 F R E M O N T A V E N W H A Y E S P A T RI C K W S H E L L Y M PARCEL 71 16119 NORTHWOOD RDN W KRISTI K MULLER REVOCABLE TRUST P A R C E L 291 15 940 A R TIC C IR N W S TA Y SA FE L L C P A R C E L 290 15994 A R T IC C IR N W TE ILB O R G JO HN A LO R R AIN E 32 12 5' 6 5 24' 3 0 H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 8/ 4 2 025 9 03 57 AM R NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS City of Prior Lake Figure 6: Utilities August 2025 FEETSCALE 0 50 100 HORZ. R NORTHWOODRD NW N O R T H W O O D R D N W FREMONT A VE N W LEGEND l l l PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN ABANDONED WATER MAIN l l PROPOSED WATER SERVICE PROPOSED STREET LIGHT D SN (8INCLAY)901.80INV:INV:INV:INV:INV:CBCC GBRK1 CondFair R=908.73 I=NW (12INRCP 905.93 S MHSN /5Rings @1thick ,Cond:Fair R=909.75 SE (8IN CLAY) NW (8IN CLAY) SW (8INPVC) 901.75 901.65 INV: INV:902.09INV:INV:INV: INV: CP C CE C C CC CBCC CGFL1 /1Rings @0.2thick ,Cond:Fair R=909.06 NE (12IN RCP) SE (12INRCP)905.66 905.41 INV:INV:INV:INV:INV: INV:CBCC CGFL1 /3Rings @0.6thick ,Cond:Fair R=908.94 NW (12 IN RCP)905.79INV:INV:INV:INV:INV:INV: CBRC CGFL1 /1Rings @ 0.2thick ,Cond:Fair R=908.73 NE (24 INRCP) SW (24INRCP) SE (12IN RCP) 905.44 905.01 INV: INV:905.38INV:INV:INV: INV: CBRC CGFL 2 Rings@ 0 4thick Cond Fair R=908 89 I=NW 12IN R CP 906.49 CBRC CGFL1 /3Rings @ 0.6thick ,Cond:Fair R=910.33 NE (24 INRCP) NW (18 IN RCP)906.06 905.96 INV:INV:INV:INV:INV: INV: M FF=90 9 2 7 S MHSN 7 Rings @ 1 4 thick Con d G oo d R=91 4 84 I=NE (8IN CLAY SW (8IN CLAY S (6IN CLAY W (6IN CLAY 903.18903.10 I= I= 903.22 I= 903.22 C CC C C P CC C PC CBRC /Cond:Fair R=915.67 SW (21 INRCP) NW (12 IN RCP)912.03 911.87 INV:INV:INV:INV:INV: INV: L CC CBRC /STANDING WATER ,3Rings @ 0.6thick ,Cond:Fair R=915.48 SE (15 INRCP) N (21INRCP)910.22 909.93 INV:INV:INV:INV:INV: INV: CBCC R=915.22 E (12 IN RCP)913.02INV:INV:INV:INV:INV:INV: C EM C C CC CE C C CC CC S MHSN /1Rings @0.2thick ,Cond:Good R=919.33 S (8INCLAY) NW (8IN CLAY)900.61 900.53 INV:INV:INV:INV:INV: INV: CCE CCHCC S MHSN /PIPES ARETOODEEPFORINVSHOT 5Rings@1 thick Cond Fair R=927.99 I=W (8 IN CLAY) C CC C P CC S MHSN Cond New R=94911 I=NE (8IN CLA Y N (8IN CLAY 930.99930.89 I= VCCC S MHSN METALRINGS1Rings @03thickCondGood R=94509 I= NE (8INCLAY SW 8INCLAY 9304793037 I= C P CC S MHSN METALRINGTOODEEPTOMEASURE1Rings@04thick CondGood R=93177 I= E (8INPVC N (8INPVC S ( 8INPVC I=I= C CC S MHSN /METAL AND PLASTIC ,2Rings @ 0.6thick ,Cond:Good R=922.51 S (8IN PVC) N (8INPVC) W (8INPVC) 906.65 906.55 INV: INV:906.65INV:INV:INV: INV: C C S MHSN R=922.33INV:INV:INV:INV:INV:INV: P CC S MHSN /Cond:Fair R=950.09 NE (8INCLAY) W (8IN CLAY)935.66 935.58 INV:INV:INV:INV:INV: INV: C C G X G l ll C C E C C E E G G G G GC C- D C-D C- D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-DC-DC-DC-DC-D C- D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C-D C-D C-D C-D C-D C-D C-D C D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C D C D C D C- D C- D C D C D C D C D C D C D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C D C D C D C D C D C D C D C D C-D C D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D l l l l l l l lllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l S l l l l l l l lllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllll G- D G- D G- D G- DG-D G-D G-DG-DG-D G- D G-D G D G-D G-D G-D G-D G-D G-D G-D G- D G-D G-D G-D G-D G D G D G D G D G D G D G D G D G D G D G D G- D G- D G- D G- D G- D G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D G- D G D G- D G- D G-D G-D G- D G-D G-D G-D G-D G-D G-D G- D G- D G DG- DG- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E-D E-D E-D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-DE-DE-D E-D E-D E-D E D E D E- D ED E D E D E-D E-D E D ED E D E D E D E-D E-D E-D E-D E-D E- D E-D E-DE-D E D E- D E-D E-D E-D E-D E-D E-D E D E D E-D E-D E-D E-D E-D E-D E- D E- D E-D E-D E-D E-D E- D E- D E- D E-D E-D E-D E-D E-D E D E-D E-D E-D l l l l l l l l l l l l l l S l l l l l l l l l l l S L L L L S S S FF=943.76 FF=943.78 FF=938.85 FF=933.86 FF=933.90 FF=933.92 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllll l l l l l l l l l l l l l l l l l ll ll ll llllllllllll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll l l l l l l l l l l l l l 55+0 0 56+0 0 57+0 0 58+0 0 59+00 60+ 00 61 00 62 00 63 00 64 00 l l l l l l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l>> P A R C E L 85 16 0 67 N O R T H W O O D R D N W S UL LI V A N B A R R Y J P A R C E L 86 16 0 63 N O R T H W O O D R D N W S U LLIV A N M O LL Y PP A R C E L 8 4 1 6 06 9 N O R T H W O O D R D N W A N D E R S O N D A VI D G G R E T C H E N P A R C E L 87 16 06 1 N O R T H W O O D R D N W C H I AL S T E V E N E N A O M I R P A R C E L 8 8 1 6 0 5 9 N O R T H W O O D R D N W G R Y TI N G K E LL Y R P A R C EL 89 16 0 5 7 N O R T H W O O D R D N W RI C H A R D S O N J E S SI C A P A R C E L 9 0 1 6 0 5 5 N O R T H W O O D R D N W H A R T L C A S E Y A P A R C E L 9 1 1 6 0 5 1 N O R T H W O O D R D N W E RI C K S O N S C O T T H P A R C E L 9 2 1 6 0 4 9 N O R T H W O O D R D N W WI L LI A M C O RI N N A GI L B E R T T R U S T P A R C EL 9 3 1 6 0 4 7 N O RT H W O O D R D N W A U DA S J A M E S R PA RCEL 94 16 045 N O R T H W O OD R D N W M EN D E N F RAN CI S PA RC EL 95 16043 N O RTH W OO D RD N W KRAME R DAVID D PAR CEL 9 6 16 041 NORT H WOO D RD N W CA R NE Y A N DREW JOE C AR NEY J ESSICA A N N PAR CEL 97 16 0 39 NORT H W OOD R D N W JI L L E HOO PE R REVO CA BLE T R UST PA R CEL 9 8 16 037 N O RTHW O OD RD N W RY A N J W IL LIAMS R EVOC AB LE TR US T GRETC HE N M WILLI PA R CE L 9 9 16 035 N ORTH WOO D RD N W HO FFB EC K LA ND ON R PA RC EL 101 16 031 N ORTH W OO D RD N W BA R RIBALL S COTT E D IANE M PA R CEL 1 0 0 16 03 3 NOR TH W OO D R D NW FO LEY S TEVE P A R CEL 1 0 2 1 6 0 2 7 N O R T H W O O D R D N W M E E K R Y L E E PARCEL10516009NORTHWOODRD NW ZANDER PAULH CATHYC PAULHZANDER REVTRUST PARCEL 106 16001 NORTHWOOD RD JANA B PATRICK REVOCABLE TRUST P A R C E L 2 89 160 5 8 N O R T H W O O D R D N W W ALL MIC H A E L J E N N IF E R P A R C E L 28 8 16 0 70 N O R T H W O O D R D N W B AIR R A N D E LL L S A N D R A K PAR C E L 1 2 7 3550 ISL AND VIEW CIR N W AND E R S O N D A NIE L C PAR C EL 1 2 8 1598 7 IS L A N D VIE W R D NW MOR RIS RIC H A R D J P A TRICIA PAR C E L 1 2 9 1596 7 IS L A N D VIE W R D N W ORE N S T EIN K U R T M PAR C E L 1 3 0 1594 7 IS L AND VIEW R D N W KODIDE K K E VIN C PAR C E L 1 3 1 1592 3 IS L A N D VIE W R D N W POPPL E R S H A W N PA R CE L 110 35 79 ISLAND VIEW CIR NW PE TER B EN JAM IN C JOD IE A PA RCEL 109 35 59 ISLAN D VIEW C IR N W RI CHARD SON TH O MAS J PA RC EL 108 35 45 IS LAN D VIE W CIR NW SLIPK A CH AD PA RCEL 107 35 29 ISLAN D VIEW CIR N W CH R ISTOP HE RS O N TROY L C HR IS TOPH ERSON JILL M PA R CE L 379 PR IO R LA KE CITY OF CITY MANAGE R PA RC EL 375 16000 IS LAN D VIE W RD PA N N KU K TERESA E PA RCEL 376 16038 N OR THW OOD RD NW KINSELLA KEITH P JR PARCEL 330 15995 FREMONT AVE NW TOTH ANNA M PA R CEL 378 160 48 NOR TH WOOD R D NW GR AMLOW C HAD A PA RC EL 380 16 050 N O RTHW O OD RD N W HP A II BOR ROWER 202 1 1 LLC PA R CE L 381 16 052 NOR THW OOD R D NW FR IEDGES DA VID R PA RC EL 377 16 042 N ORTH WOO D RD N W FR EER B AILEY E BAR NES ADAM P PARCEL 374 15982 ISLAND VIEW RD NW SCHULTZ ROBERT W PARCEL331 15975FREMONTAVENW SCHREIBERRICHARDC TERRYR PARCEL 369 3425ISLANDCIR NW DEMARS CATHERINE R PAR C E L 3 7 3 159 70 IS L A N D VIE W R D N W RAY S U B H A SIS H PARCEL368 3420ISLANDCIRNW O'FALLONKATHERINEC PARCEL332 15959FREMONTAVE NW HADACJOHNA P A R C E L 3 7 0 344 5 ISLA N D C IR N W G R E DE N M A R K R PARCEL33315941FREMONTAVENW HANISCHMICHAELE PARCEL 367 3440IS LAND CIR NW GROVEN B U RG D ANNY L PAR C E L 3 7 1 159 40 IS L A N D VIE W R D N W PEM RIC K NIC O L E P A R C E L 29 6 CO U RSO L L E N A T AS H A K PARCEL 3003381FREMONTSTNWLACROIXKEVINJIRENEL PARCEL33415921FREMONTAVENW SENTYRZTODDB DAINAM PAR C E L 366 3460 ISLAND CIR N W H U YNH K A Z M YN P A R C E L 365 159 1 8 ISLA N D V IE W R D N W A L A N M B E N S O N T R US T PARCEL33515901FREMONTAVENWMORRISONBEN PAR C E L 3 72 159 5 6 IS L A N D VIE W R D N W GEIL J O E L D J E A N E PARCEL297 15990FREMONTAVENW HILLESHIEM JODYA PARCEL298 15978FREMONTAVENW CAMERONDANIELA PARCEL 301 3345 FREM ONT ST NW AALAND NICH OLAS S PARCEL299 15960FREMONTAVENW HAYESPATRICKW SHELLYM P A R C E L 1 03 1 60 15 N O R T H W O O D R D N W VI G K RI S TI N P A R C E L 1 04 16 0 1 3 N O R TH W O O D RD N W T HIB A ULT M IC H A E L D R HO ND A L TH IBAU L T PARCEL 291 15940ARTIC CIRNW STAY SAFELLC PARCEL290 15994ARTIC CIR NW TEILBORG JOHN A & LORRAINE MAHONEY JEROMER SUSAN 3 21 25 6' 5' 24 30'30 30 H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 8/ 4 2 025 9 36 13 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 7: Utilities August 2025 FEETSCALE 0 50 100 HORZ. R NORTHWOOD RD NW FREMONTAVENW IS L A N D V I E W R D N W ISLAND VIEW CIRCLE LEGEND l l l PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN ABANDONED WATER MAIN l l PROPOSED WATER SERVICE PROPOSED STREET LIGHT POTENTIAL LINING ALTERNATE RETAINING WALL REPLACEMENT S MHSN /PIPESARETOODEEPFORINVSHOT 5Rings@ 1thick CondFair R=927.99 I=W (8INCLAY) C P CC C S MHSN /2Rings @ 0.4thick ,Cond:Fair R=915.66 SW (8IN CLAY) E (8IN CLAY)902.01 901.92 INV:INV:INV:INV:INV: INV: CBRC /1Rings @0.2thick ,Cond:Fair R=909.38 I=N (15 IN RCP)905.03 S MHSN /3Rings @ 0 6 thick CondFair R=909.64 I=SW (8 INCLAY E (8 IN CLAY 903.94903.79 I= S MHSN 9Rings @ 18 thick Cond Fair R=911 26 I=SW (8IN CLAY SE (8 IN CLAY 904.62904.46 I= CBRC /9Rings@ 18thick Cond Fair R=909.43 I=N (15 INRCP S (15IN RCP 903.98903.63 I= FESTELEV=902.21 STRM (INV ELEV=902.21 C C C C C C C S MHSN 3 Rings@ 06thick Cond New R=91 8 42 I=SE (8IN CLAY NE (8IN CLA Y 908.48908.48 I= S MHSN R=914.13INV:INV:INV:INV:INV:INV: C CBRC 2Rings@04thickCondGood R= 91030 I= NW 18INRCP 90675 FESTGBBT3E ELEV=903.99 STRM (INV) ELEV=904.09 C C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C-D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-D E-D E-D E-D E-DE-DE-DE-D S S S S S S S FF=916.32 FF=916.28MM C C C C C C C C C C C C C CC C C C C C G G G G G G C l l l l l l l l l l lllllllll l l l l l l l l l l l l l l l l l lllllllllllll l l l l l l l l l l l l l l l l l l l l 16009NORTHWOOD RDNW ZANDERPAULHCATHYCPAULH ZANDERREV TRUST PARCEL 106 16001 NORTHWOOD RD JANA B PATRICK REVOCABLE TRUST PAR C E L 1 27 3550 IS L A N D VIE W CIR N W AND E RS O N D A NIE L C PARCEL 113 OVERBY BRAD PARCEL 114 3715 ISLAN D VIEW CIR NW JANICE M GRASER REVOCABLE TRUST PA RC E L 1 15 371 5 IS LA ND VIE W CI R N W JANICE M GR ASE R REV O CA BLE T RU ST PA RC E L 116 3735 IS L A ND VI E W CIR NW WILS ON H EI DI C P A RC EL 11 7 3 755 I SL AN D VI E W CI R N W EV E R S ON B RI A N PA R CE L 118 37 7 3 I SL AND VI EW CIR N W J OHN S O N M AR Y R P A R C E L 119 3 791 I S L A ND VIE W CI R N W S T E N Z E L T Y R O NE D D E CI A J P A R C EL 12 0 3 80 9 I S L A N D VI E W CI R N W H U R ST J O H N H U R ST S TEF A NI E P A R C E L 1 2 1 3 82 7 I S L A N D VI E W CI R N W HE N G E M UH LE C H A D M P A R C E L 12 2 384 5 ISL A N D VI E W CIR N W K O P E T Z K I S T E V E N J M A R L E N E P AR C E L 123 3857 IS LA N D V IE W C IR M IC HA E L P M Y S E R R E V O C A B LE T R U S T PAR C EL 124 386 9ISLA N D VIEW CIR NW KAR G ES DAVID B C H E R YL S P A T H PARCEL 126 3773 ISL A ND VIE W CIR NW ISLAND VIE W 2ND H OME OWNER AS S N PARCEL125 3877ISLAND VIEW CIR N W THOM A S JRYA N REVO C A BLE TR U S T PA RCE L 110 35 79 ISLAN D VIEW C IR N W PE TER BE NJAMIN C JOD IE A PARC EL 109 355 9 ISLAND VIE W CIR NW RICH ARDSON THOM AS J PARCEL 111 3595 ISLANDVIEWCIR NW DOHERTY ANTHONY PARCEL 1123545ISLANDVIEWCIRNW ISLAND VIEW OUTLOTINC 28 C S MHSN R=914.13 CBRC 2Rings@04thick Cond Good R= 91030 I= NW 18INRCP 90675 FEST GBBT3 E ELEV=903.99 STRM (INV)ELEV 90409 C C C-D C-D C-D C-D C-D C- D l l l l l l l l l l l l G-D G-D G-D G-D G-DE-D E-D E- D E- D E-DE-D llll l l lllll l l l l W FF=916.32 FF=916.28M M AC FF=910.79 FF=911.04 W W ATR INV ELEV 900 13 WATR (INV) ELEV=900.03 FF=906.73 FF 91155 FF=913.19 FF=913.39 M M AC M FF=911.65 M S MHSN UGSN B /5Rings @1thick ,Cond:Good R=913.10 NE (8IN PVC)902.74INV:INV:INV:INV:INV:INV: CC FF 911 65 FF=911.60 C S MHSN UGSN /4Rings @0.8thick ,Cond:Fair R=909.08 NE (8IN PVC) SW (8 INPVC)901.18 900.63 INV:INV:INV:INV:INV: INV: CBRC CGFL1 R=909.08INV:INV:INV:INV:INV:INV: CBRC CGFL R=908.20INV:INV:INV:INV:INV:INV: SMHSN UGSN /6Rings @1.2thick ,Cond:Good R=909.84 NE (8INPVC) SW (8 INPVC)900.09 900.07 INV:INV:INV:INV:INV: INV: STRM (INV) ELEV=905.26 STRM INV ELEV=904.35 C C C C C C C C C C C C CCC C C C G G G G GG C C C C C C G G G C C C C G G G G G G C C C X X X llll l l l l l l l lllllllllllllll l l l PARCE L 12 4 3 8 69 ISLAND VIE W CIR N W KA RG ES DAVI D B C HE RY L SPA T H P AR C E L 125 3 877 I S L A N D VIE W CI R N W T H O MA S J R Y A N R E V O C A B L E TR U S T H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 UT ILITIES 2 d w g 8/ 4 2 025 9 11 2 1 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 8: Utilities August 2025 FEETSCALE 0 50 100 HORZ. R ISLAND VIEW CIRCLE LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN ABANDONED WATER MAIN l l PROPOSED WATER SERVICE PROPOSED STREET LIGHT R SKYLINE AVE N W ISLAND VIEW CIRCLE PROPOSED PITLOCATION (TYP.) PROPOSED (TRENCHLESS) IMPROVEMENT SURMOUNTABLE CURB NOTE: THIS WORK IS NOT RECOMMENDED FOR INCLUSION WITH THE FINAL PROJECT SCOPE ONTHIS PROJECT. D MHST 7Rings @ 1 4thick CondFair R=908 92 I=NE (24INRCP S (24IN RCP SE (12IN R CP 904.05903.69 I= I= 904.55 C S MHSN /1Rings @ 0.2thick ,Cond:Fair R=909.46 SE (8INCLAY) N (8INCLAY)901.80 901.70 INV:INV:INV:INV:INV: INV: CBCC GBRK1 /CON BLOCK ,Cond:Fair R=908.73 NW (12INRCP) SE (12INRCP)905.58 905.43 INV:INV:INV:INV:INV: INV: CBCC GBRK1 Cond Fair R=908.73 I=NW (12 IN RCP 905.93 S MHSN /5Rings @1thick ,Cond:Fair R=909.75 SE (8IN CLAY) NW (8IN CLAY) SW (8INPVC) 901.75 901.65 INV: INV:902.09INV:INV:INV: INV: CP C CC CBCC CGFL1 /1Rings @ 0.2thick ,Cond:Fair R=909.06 NE (12 IN RCP) SE (12INRCP)905.66 905.41 INV:INV:INV:INV:INV: INV:CBCC CGFL1 /3Rings @ 0.6thick ,Cond:Fair R=908.94 NW (12 IN RCP)905.79INV:INV:INV:INV:INV:INV: CBRC CGFL1 /1 Rings @0.2 thick ,Cond:Fair R=908.73 NE (24IN RCP) SW (24INRCP) SE (12 IN RCP) 905.44 905.01 INV: INV:905.38INV:INV:INV: INV: CBRC CGFL 2Rings @ 0 4thick CondFair R=90 889 I=NW 12IN RCP 906.49 CBRC CGFL1 /3Rings @ 0.6thick ,Cond:Fair R=910.33 NE (24INRCP) NW (18 INRCP)906.06 905.96 INV:INV:INV:INV:INV: INV: M FF=908.54 M FF=90 9 2 7 FESTEOCNBEOCN1BGBRKB ELEV=900.06 CLVT /24" RCP SW W INV: 90209 C S MHSN /7Rings @ 1.4thick ,Cond:Good R=929.38 S (8IN CLAY) NE (8IN CLAY) W (4INPVC) 917.86 917.76 INV: INV:918.20INV:INV:INV: INV: CCE C C S MHSN /3Rings @ 0.6thick ,Cond:Good R=924.70 SW (8IN CLAY) NE (8INCLAY)913.68 913.58 INV:INV:INV:INV:INV: INV: P CC D MHST /4Rings @ 0.8thick ,Cond:Poor R=926.24 S (12INPVC) NW (12 IN PVC) SE (12 IN PVC) 921.33 921.23 INV: INV:921.33INV:INV:INV: INV: CCH C HCCCE S MHSN /8Rings @1.6thick ,Cond:Good R=914.46 S (8INCLAY) NE (8INCMP)906.58 906.48 INV:INV:INV:INV:INV: INV: EC DMHST /10 Rings @2.6thick ,Cond:Poor R=911.66 S (12INPVC) NE (12 INPVC)906.00 905.90 INV:INV:INV:INV:INV: INV:S MHSN /5Rings @ 1thick ,Cond:Good R=911.55 S (8IN CLAY) NE (8IN CLAY)902.77 902.67 INV:INV:INV:INV:INV: INV: DMHST /3Rings @ 0.6thick ,Cond:Fair R=910.22 SE (12 IN PVC) NW (12 IN PVC)905.26 905.16 INV:INV:INV:INV:INV: INV: CCH C S MHSN /METAL AND PLASTIC ,2Rings @ 0.6thick ,Cond:Good R=922.51 S (8 IN PVC) N (8IN PVC) W (8INPVC) 906.65 906.55 INV: INV:906.65INV:INV:INV: INV: C C CBRC 4Rings@08thickCondGood R= 92098 I= N ( 12INRCP 91526 CBRC /4Rings @ 0.8thick ,Cond:Good R=920.97 E (15 IN RCP) S (12 IN RCP) W (12INRCP) 915.30 915.05 INV: INV:915.09INV:INV:INV: INV: CBRC 5Rings@ 1thickCondGood R= 92097 I= NE 12INRCP 91660 CBRC 5Rings@1thick CondGood R= 92096 I= E ( 12INRCP S (12INRCP 91651 916 41 I= S MHSN /METAL RINGS ,1Rings @0.6thick ,Cond:Good R=925.10 S (8INPVC) NE (8INPVC) W (8IN PVC) 914.48 914.38 INV: INV:914.48INV:INV:INV: INV: CC CC CC VCCC S MHSN /METAL RING ,1Rings @ 0.4thick ,Cond:Good R=932.29 S (8INPVC) NE (8IN PVC)921.71 921.65 INV:INV:INV:INV:INV: INV:CC C S MHSN /METAL RING ,1Rings @ 1.2thick ,Cond:Good R=936.74 S (8IN PVC) N (8INPVC) E (4IN PVC) 926.34 926.24 INV: INV:926.44INV:INV:INV: INV: MHSN METALRINGS 1Rings@04thickCondFair R=936 44 I= NE (8INPVC NW 8IN PVC 917 7691763 I= S MHSN R=929.08INV:INV:INV:INV:INV:INV: S MHSN R=936.99INV:INV:INV:INV:INV:INV: S MHSN R=922.33INV:INV:INV:INV:INV:INV: G X X X G G G G l l l G E E E G G G G X X X X X X ECCCE X X X X C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C-D C-D C- D C- D C- D C- D C- D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C-D C-D C- D C- D C- D C-D C- D C-D C- D C-D C- D C-DC-D C-D C-DC-DC-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C D C D C D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C D C D C D CD C D C D C D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llll l l l llllll l G-D G-D G-D G-D G-D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G-D G-D G-D G-D G- D G- D G- D G- D G- D G- D G-D G-D G- D G- D G-D G-D G- D G-D G-D G-D G-D G-D G-DG-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G D G D G D G D G-D G-D G-D G-D G-D G-D G-D G-D G- D G-D G-D G D G D G DE D E-D E-D E-D E-D E-D E D E D E D E D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E-D E-D E- D E- D E- D E-D E-D E-D E- D E- D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E-D E-D E-D E-D E- D E- D E-D E-D E- D E-D l l l l l l l l l l l l l l l l l l l l FF=935.29 FF=937.76 FF=938.29 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 63 00 64 00 65 00 66 00 67 00 68 00 69 00 70 00 71 00 72+ 00 73+00 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l>> P AR C E L354 15764ISLAN D VIEW RD R EIT M EIER K EVIN M P A RC E L 345 1574 1 FREM ON T A V E NW TRO N DSO N SH A N E R PARCEL 14015745ISLANDVIEWRD NW FERGUSON RON W PARCEL 317 3445 CRYSTAL CIR NW SW ANSON DEN NIS 15723 FR EM O N T A VE NW B R O W N T R OY M RHO NDA C BEHRENDT MICHAEL PAR C E L 1 3 0 1594 7 IS L A N D VIE W RD N W KODID E K K E VIN C PAR C E L 1 3 1 1592 3 ISL A N D VIE W R D N W POP P L ER SH AW N PARCEL 132 15897 ISLAND VIEW RD NW LEVEILLE DANIEL G PARCEL133 15871ISLAND VIEW RD NW MALMBERG BRIAN D PARCEL 134 15849ISLAND VIEW RD NW AMMERMAN RODNEYC JULIE PARCEL135 15829ISLAND VIEW RDNW BRETZKENNETH J DEBORAH K PARCEL136 15809ISLAND VIEW RD NW GRABSKIBENJAMIN W PARCEL 137 15789ISLAND VIEW RD NW GARDINER CHARLES III GARDINER JESSICA PARCEL138 15769ISLAND VIEW RD NW GROH BRIAN L LINDA A PARCEL139 15757ISLAND VIEW RD NW HELMBACHER KEITH M PARCEL 3003381FREMONTSTNWLACROIXKEVINJIRENEL PARCEL33415921FREMONTAVE NW SENTYRZTODDB DAINA M P A R CEL 366 3460IS LA N D CIR NW HUY N H KAZM Y N P A R C EL 3 6 5 1 5918 IS L A N D VIE W R D N W A LA N M B E N S O N T R U S T PARCEL33515901FREMONTAVENWMORRISONBEN PARCEL33615889FREMONTAVENW SEMSCH WILLIAM HARTFIELSALLY PARCEL3043386FREMONTSTNWVLASINERICLBETHANYJ PARCEL3033366FREMONTST NWMCLAINCASEY PARCEL 363 15894 ISLAND VIEW RD NW PHILLIPS JOEL PARCEL33715873FREMONTAVENW RUESINKSTEVEN J KARLEENR PARCEL 307 3361FREMON TCIR NW SCHROEDER MINDY PARCEL 305 3399 FREEMONTCIR NW LINK JOSEPH PA RCEL 306 3375 FREMONT CIR NW HA NSEN JEFFREY S SHANNON R PARCEL33815855FREMONTAVENW SINZHEIMER TODDA PARCEL33915839FREMONTAVENW SIWINSKIMICHAEL MATTSONLORI PARCEL 361 15866ISLANDVIEW RD NW FROM MJAM ES PA RCEL 312 3400 FREEMONT CIR NW STARR ANTHONYJ JESSICA A PARCEL34015821FREMONTAVE NW HELMANDOLLARMEGAN PARCEL341 15805FREMONTAVE NW LAUGHRIDGETRENTD PARCEL3103364FREMONTCIRNWBACHMANNJAMIELYNN PARCEL 311 3384FREMONT CIR NW O'HALLORAN BARBARAJO SEAN P PARCEL359 15842 ISLAND VIEW RD NW PIER C E MARTIN T PARCEL313 15820FREMONTAVENW BLONIGENNORBERTA PARCEL342 15787FREMONTAVE NW D UBOIS JOE PA R C EL 343 15771 FREM ON T AV E NW GEYEN D A R EN PARCEL314 15800FREMONTAVENW KLINEJAYNEL PARCEL315 15784FREMONT AVE NW MUEHLHAUSER BRETTA PARCEL 355 15774IS LAN D VIEW RD N W H O R R ACH WILLIAM MARTA PA RCE L 344 15759 FR EM ONTAVE NW BLO OMQUISTPATRICK J S HAW NA PARCEL316 15770 FREMONTAVE NW STEIN RANDY PARCEL 360 15852 ISLAN D VIEW R D NW BEIS W ENGE R DONALD R O BERTA PARCEL358 15828ISLAND VIEW RD NW KLINE JA M ES W C YNTHIA A PA R CEL 357 15800ISLAND VIEW RD R OLEFF M AX R PA R C EL 356 15786ISLAND VIEW R D NW BO E SEJOSHUACHRISTOPHER BOESEJESSICA LYNN PARCEL 364 15906 ISLAND VIEW RD NW OLSEN JULIE A PARCEL362 15878 ISLANDVIEWRDNW BEAUFOYJEFFERYJ PARCEL 301 3345FREMONT ST NW AALAND NICHOLAS S 4646DAKOTA ST SEPRIORLAKECITYOF CITYMANAGER 30' H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 UT ILITIES 2 d w g 8/ 4 2 025 9 31 5 7 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 9: Utilities August 2025 FEETSCALE 0 50 100 HORZ. R ISLANDVIEW RDN W FREM ONTAVEN W LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN ABANDONED WATER MAIN l l PROPOSED WATER SERVICE PROPOSED STREET LIGHT CBCC R=904.82INV:INV:INV:INV:INV:INV: CLVT INV: 913 08CLVT INV: 913.24 CBRC /Cond:Fair R=940.45 NE (15 IN RCP)936.56INV:INV:INV:INV:INV:INV: S MHSN /TOO DEEP 30-40FEET ,8Rings @ 1.6thick ,Cond:Good R=939.09 N (8INCLAY) S (8IN CLAY)INV:INV:INV:INV:INV: INV:C CBRC /2Rings @0.4thick ,Cond:Fair R=939.74 NE (15INRCP) SW (15IN RCP)935.79 935.69 INV:INV:INV:INV:INV: INV: S MHSN R=929.13INV:INV:INV:INV:INV:INV: FF 931 21 CBCC R=928.26 I=S (15INRCP)925.71 S MHSN R=927.48INV:INV:INV:INV:INV:INV: C C FEST W ITH G AURD EL EV 922 90 STRM (INV) ELEV=922.84 MCHCCE CC H E S MHSN /METAL RING ,1Rings @1thick ,Cond:Good R=915.04 I=S (8INCLAY) NE (4INCLAY)903.88 903.56 I= C M S MHSN 1Rings@ 12thick Cond Good R=91050 I= NW 8IN PVC NE ( 8INCLAY SW 8IN CLAY 8989089880 I= I= 89890 L WW B BVCP CBRC FULLOF WATER 3Rings @ 06thick CondPoor R=90953 I= NW 18INRCP SE (15IN RCP 9056890553 I= STRM INV ELEV90124 FEST /WITH GUARD ELEV=901.30 CBRC 4Rings@08thickCondGood R=90950 I=NW 15IN RCP 905 90 C P CLVTINV: 902.94 CLVT 3FTX2FT BOX INV: 901.76 STRM (INV) ELEV=902.23 STRM (INV) ELEV=901.60 CBRC /6Rings @1.2thick ,Cond:Poor R=913.54 NW (15 INRCP) SW (15INRCP)908.94 908.60 INV:INV:INV:INV:INV: INV: CBRC 5Rings@1thick Cond Good R=91376 I= NE (15INRCP SW 4INPVC 9103790942 I= S MHSN /1Rings @ 1 thick ,Cond:Good R=913.83 NE (8INCLAY) SW (8IN PVC) SE (8IN CLAY) 902.92 902.82 INV: INV:902.92INV:INV:INV: INV: CLVT INV: 913.25CLVT INV: 91317 CBRC 3Rings @ 06thickCondGood R=91239 I= NE ( 21INRCP SE (18INRCP 9075490744 I= C C E E OU X X G X E E X X X X X X X X X X X X X X C-D C-D C-D C-D C- D C- D C- D C- D C- D C- D C-D C-D C-D C- D C- D C- D C- D C- D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C- D C D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l G-D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G-D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G D G-D G-D G-D G-D G- D G-D G D G- D G- D E D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E-D E- D E- D E- D E- D E- D E-D E-D E- D E- D E-D E-D E-D E-D E-D E-D l l FF=922.76 FF=920.65 FF=920.65 FF=915.26 FF=915.24 78+ 00 79+ 00 80+ 00 81+00 82 00 83 00 84 00 85 00 86 00 87 00 88 00 P A R C E L 1 5 1 3 5 7 1 C R Y S T A L B A Y L N N W D U M K E B R U C E G E O R G E P A R C EL 1 62 3 5 82 C R Y S TA L B A Y L N N W A N D E R S O N C H E R Y L PA R CEL PO 89 21 2 D EVE LOPMENT GROUP LLC 15690 F R E M O N T AV E N W S C H M ITZ W IL LIA M J S US AN J PAR C E L 1 4 5 156 8 3 IS L A N D VIE W R D N W FIE L D D A NIE L E P A R C E L 32 5 15672 F RE M O N T AV E N W S LA TE R M AT T H E W SLA T ER S AR A H PA R C E L 326 15654 FR E M O N T A V E N W M O RT O N D A N IE L J PAR C E L 1 4 6 15673ISL A N D VIE W R D N W KOR S T A D C A N DIC E K PA RC EL 327 1 5 6 36 FR E M O NT A VE N W F IN K E N A U R STE P H E N P JO D Y L PARCEL 328 15616FREMONT AVE NW BERGER SUZANNE M PARCEL 147 15702 ISLAND VIEW RDNW ISLAN D VIE W 5TH ADDNASSN PETER W HATLEY PARCEL 14815567FREMONTAVENWNELSONMARKDLAURAL PARCEL 14915549FREMONTAVE NWPENNEJONATHANE PARCEL 15015531FREMONTAVENW CONROY MICHAEL J PARCEL 16154 M A IN A VE SE ST E 1 10 D WENS MANN R EA LTY PARCE L 3 29 3358 GLYNWATER TRL N W PRIOR LAKE CIT Y OF CITY MA NAGER P A R C E L 1 5 2 3 57 5 C R Y S T A L B A Y L N N W L A R R Y A R A C H E LL E K A L L E VI G F A MI L Y T R U S T P A R C EL 1 5 3 3 5 85 C R Y S T AL B A Y L N N W L O RI A M A N D E R S R E V O C A BL E T R U S T P A R C E L 1 5 4 35 8 9 C R Y ST AL B A Y L N N W S C H E E L T H O M A S W P A R C EL 1 5 5 3 6 0 7 C R Y S T A L B A Y L N N W K U Y P E R S C O TT P A R C E L 1 5 6 3 6 1 1 C R Y S T A L B A Y L N N W O L S O N N E A L V PA R C E L 1 5 7 36 2 9 C R Y ST AL B AY L N N W C A RI N L T H O M AS D E CL A R A TIO N O F T R UST P A R C EL 15 8 36 3 3 C R Y S T A L B A Y L N NW P OL S T E R JEFF ELLA PA R C EL 160 36 51 CRYSTAL B AY LN NW KA MRA TH GAR Y R PA RCE L 159 36 47 C RYS TAL BAY LN N W LE JEUNE JASON P A R C EL 1 61 3 5 8 6 C R Y S T A L B AY LN N W O LS O N F A M ILY T R U S T PO 8 9 212 D E V E L O P M E N T G R O U P L L C H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 UT ILITIES 2 d w g 8/ 4 2 025 9 38 3 6 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 10: Utilities August 2025 FEETSCALE 0 50 100 HORZ. R CRY S T A L B A Y L N N W FR E M O N T A V E N W LEGEND l l l PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN ABANDONED WATER MAIN l l PROPOSED WATER SERVICE PROPOSED STREET LIGHT 154TH ST NW (CR 82) CULVERT UPSIZING LOCAL SURFACE WATER MANAGEMENT PLAN) C CC S MHSN /4Rings @ 0.8thick ,Cond:Fair R=912.20 SW (8 IN CLAY) NE (8IN CLAY)892.04 891.94 INV:INV:INV:INV:INV: INV: C C C CCE C CC CC C C S MHSN /STANDING WATER ,Cond:Fair R=918.15 SW (12 IN RCP) NE (12 IN RCP)911.85 909.01 INV:INV:INV:INV:INV: INV: CC CBCC /10Rings@2thickCondPoor R=918.15I=W (12INRCPN (12INRCP 913.45 913.39 I= CBCC /9Rings @ 1.8thick ,Cond:Poor R=918.30 SW (12 IN RCP)913.93INV:INV:INV:INV:INV:INV: ECC C CE C C CCC C E CCE S MHSN /5 Rings@ 1thick Cond Fair R=911.11 I=N (8IN CLAY S (8IN CLAY E (8IN CLAY 890.53890.33 I= I= 890.43 L P P M H C CBRC /4Rings@08thick CondFair R=910.26 I=NW (15INRCP S (15 IN RCP 906.88 906.88 I= CBRC /Cond:Good R=910.33 I=N (15INRCP)907.41 FEST ELEV 904 42 CE S MHSN /3Rings@06thick CondGood R=916.89 I=E (8IN CLAY 905.08 C l l l C l l C G G E G G G G G G G C G G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G D G- D G- D G D G- D G- D G-D G-D G D G D G D G D G D G D G-D G-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C-D C-D C-D C-D C- D C-D C-D C- D C D C D C D C D C D C-D C D C D C- D C-D C-D C-DC-D C-D C D C D C- D C-D C-D C-D C D C D C D C D C- D C-D C-D C-D C- D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l ll l l l l l l l l l l l l G-D G-D G-D G D G- D G-D G- D G-D G-D G-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E-D E-D E-D E D E D E D E D E D E-D E-D E- D E D E D E-D E-D E-D E-D E-D E- D E-D E D E D E D E D E-D E-D E-D E- D E- D E-D E-D E-D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D S S S S S S S S S l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+ 00 24 00 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 3183BUTTERNUTCIR SW CHARLESPDECKASTRUST PA R CEL 17 3211 B UTTE RN UT CIR N W WOJA H N P AU L W OJAHN JE NNIFE R P A R C E L 19 32 22 B U T T E R N U T CIR N W C H R I S TI A N G R E G O R Y S H E R RIE PARCEL223204BUTTERNUTCIR NWLECLAIREMICHELEM PAR C E L 3 7 165 1 1 N O R T H W O O D R D N W LAR S O N P A U L S L A R S O N A M Y G 164 9 9 N O R T H W O O D R D N W ZOS C H K E C R AIG 3193 BUTTERNUTCIR NW FREDERICKSON MARK W SUZANNE P A R C E L 2 0 3 218 B U TTE R N U T C IR N W R EIM E R S C AS S AN DR A C PARCEL 21 3214 BUTTER NUT CIR NW LU N DE DAW N LUNDE M ATTH EW PA RCEL 1 67 16 530 NOR THWOOD R D NW HA IKER TH OM AS F JEAN ETTE C PA RCEL 168 CITY OFPRIOR LAKE PARCEL 9 16 553 NORTHWOOD RD NW EQUITY HOLDINGS IILLC PA RCEL 7 16571 NORTHWOOD RD NW DU PONT DONNAPA RCEL 6 16587 NORTHW OOD RD NW MO RGENSTERN FREDERICK KENDRA C O M OLITO R A SS PA RCEL 10 3121BUTTERNUTCIRNW ELLIASON JAMES D PAR C E L 1 2 3155 B UTT E R N UT CIR N W MAD S O N R O G E R L B ET H A LE MIE U X M A D S O N PA R CEL 4 16 633 NORTHWOOD R D N W ST A RK TIMOTHY PAR C E L 3 6 165 2 5 N O R T H W O O D R D N W HEN N E N L A W R E N C E M A R Y E L AIN E PAR C E L 3 5 165 2 5 N O R T H W O O D R D N W HEN N E N L A W R E N C E M A R Y E L AIN E PAR C E L 3 4 312 4 B U T T E R N U T CIR N W SEE H U S E N C LIN T S E E H U S E N A M Y PAR C E L 3 3 313 0 B U T T E R N U T CIR N W MAT T S O N J A M E S PAR C E L 32 314 0 B U T T E R N U T CIR N W HAW KIN S J A N P H A W KIN S J O H N D PAR C E L 3 1 315 2 B U T T E R N U T CIR N W SILV E R N A G E L S C O T T L PAR C E L 3 0 315 8 B U T T E R N U T CIR N W SCH W A R Z J O S E P H WIL LIA M PAR C E L 2 9 316 2 B U T T E R N U T CIR N W THO M P S O N P A T RIC K J PAR C E L 2 7 317 4 B U T T E R N U T CIR N W HAW KIN S O N D A VID H A W KIN S O N J A N E L L E PAR C E L 2 6 318 0 B U T TE R N U T CIR N W BAY SIN G E R L A R R Y A M A R S H A D PARC E L 2 5 3186 B U T TER N U T C IR N W CONZ EM IU S D A NIEL JO S E P H PARCEL 24 3192 BUTTERNUT CIR NW DOUGLAS PAULE DOUGLAS TRACEY A PARCEL 23 3198 BUTTERNUT CIRNW O'NEILLKEVINF & MARY P LAPE PAR C E L 1 3 317 1 BU T T E R N UT CIR N W FRA N KS MIC HA ELJ PAR C E L 2 8 316 8 B U T T E R N U T CIR N W LEW IS LIS A M PA RCEL 5 16605 NORTHWOOD RD NW ST ENSON GARY R PARCEL11 3133BUTTERNUT CIRN W TRACYM PIRNIEREVOCABLETRUST P A R C E L 1 8 3 2 1 7 B U T T E R N U T CI R N W R U NNI N G D A R C Y J M A R Y A N N E G PA RCEL 8 16565 NORTHW OOD RD NW EQ UITY HOLDINGS I LLC 3218 B UTT E R N U T CIR N W REIM ER S CA S SA N D R A C 3171 B UTT E R N UT CIR N W FRA N K S MIC H A E L J 317 1 B U TT E R N U T CIR N W FRA N K S MIC H A E L J 30 30' H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 UT ILITIES 2 d w g 8/ 4 2 025 9 39 5 4 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 11: Utilities August 2025 FEETSCALE 0 50 100 HORZ. R NORTHWO O D R D N W B U T T E R N U T CIR N W LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN ABANDONED WATER MAIN l l PROPOSED WATER SERVICE PROPOSED STREET LIGHT C P P CC S MHSN C on d N ew R=949 1 1 I=NE (8IN CLAY N (8IN CLAY 930.99930.89 I= VCC C S MHSN METALRINGS1Rings @03thickCondGood R=94509 I= NE (8INCLAY SW 8IN CLAY 9304793037 I=CP CC S MHSN METALRING TOODEEPTOMEASURE1Rings@04thickCondGood R=93177 I= E (8INPVC N (8INPVC S ( 8INPVC I=I= C CC S MHSN /METAL AND PLASTIC ,2Rings @ 0.6thick ,Cond:Good R=922.51 S (8INPVC) N (8INPVC) W (8INPVC) 906.65 906.55 INV: INV:906.65INV:INV:INV: INV: C C CBRC 4Rings@ 08thick CondGood R= 92098 I= N ( 12INRCP 915 26 CBRC /4Rings @ 0.8 thick ,Cond:Good R=920.97 E (15 INRCP) S (12 INRCP) W (12INRCP) 915.30 915.05 INV: INV:915.09INV:INV:INV: INV: CBRC 5Rings@ 1thick Cond Good R= 92097 I= NE 12INRCP 91660 CBRC 5Rings@1thick Cond Good R=92096 I= E ( 12INRCP S (12INRCP 91651 916 41 I= S MHSN /METAL RINGS ,1Rings @0.6thick ,Cond:Good R=925.10 S (8INPVC) NE (8IN PVC) W (8INPVC) 914.48 914.38 INV: INV:914.48INV:INV:INV: INV: CC CC CC VCCC S MHSN /METAL RING ,1Rings @0.4 thick ,Cond:Good R=932.29 S (8INPVC) NE (8 INPVC)921.71 921.65 INV:INV:INV:INV:INV: INV: CC C S MHSN /METAL RING ,1Rings @1.2 thick ,Cond:Good R=936.74 S (8 INPVC) N (8IN PVC) E (4INPVC) 926.34 926.24 INV: INV:926.44INV:INV:INV: INV: S MHSN METALRINGS1Rings@ 0 4thickCondFair R=93644 I= NE (8IN PVC NW 8IN PVC 9177691763 I= CCC S MHSN R=929.08INV:INV:INV:INV:INV:INV: S MHSN R=922.33INV:INV:INV:INV:INV:INV: S MHSN /Cond:Fair R=950.09 NE (8IN CLAY) W (8IN CLAY)935.66 935.58 INV:INV:INV:INV:INV: INV: C C E C C EE G G E EEGGG G X X X X X X ECC CE X X X X X G G C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-D C-DC-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-D C-DC-DC-D C-DC-DC-DC-DC-DC-DC-DC-D C-DC-D C D C D C D C D C D C D C D C D C-DC-DC-DC-DC-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C D C D C-D C-D C-D C-D C- D l l l l l l l l l l l l l l l S l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-D G-D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G D G-D G- D G- D G D G D G D G D G D G D G-D G-D G- D G D G D G D G D G D G D G D G-D G-D G-D G-DG-DG-DG-DG-D G-D G-D G-D G-D G- D G-D G-D G- D G-D G-D G- D G-D G D E-D E-D E-D E- D E- D E D E D E D E-D E-D E-D E-D E-D E-D E-D E- D E- D E D E- D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-DE-DE-DE-D E- D E D E-D E-D E-D E-D E-D E D E- D E- D E-D E-D E-D E-DE-D E-D l l l l l l l l l l l l FF 943 7 6 FF 9 4 3 78 FF 938 8 5 F F 9 33 86 F F 933 9 0 FF 93 3 9 2 F F 9 35 2 9 FF 937 7 6 FF 938 29 5 5 16057NORTHWOODRDNW PARCEL289 16058NORTHWOODRDNW WALLMICHAEL JENNIFER PARCEL 345 15741 FREMONT AVE NW TRONDSONSHANE R PARCEL 317 3445CRYSTALCIR NW SWANSON DENNIS PARCEL346 15723FREMONTAVENW BROWNTROY M RHONDAC PARCEL 318 3435 CRYSTAL CIR NW TREADWELL LAURA P A R C E L 319 3 4 25 C R Y ST AL CIR N W P R I O R L A K E CIT Y O F CIT Y M A N A G E R P A R C E L 3 3 0 1 5 9 95 FR E M O N T A VE N W T O T H A N N A M PARC EL 331 15975 FRE M ONT AVE NW SCHREIB ER RICHARD C TERR Y R PA R CEL 3 3 2 1595 9 FREMONT AV E N W HA DA C JOH N A PARCE L 3 3 3 159 4 1 F RE MO N T AVE N W HA NIS C H MIC HAEL E PARCEL296 COURSOLLENATASHAK P ARC E L 3 0 0 33 8 1 FR E M O N T ST NW L AC R OI X KE VIN J IR EN E L PA RCEL 334 1592 1 FREM ON T AV E N W SEN TY R Z T O D D B DAINA M PA R CE L 3 3 5 15 9 01 F RE M O N T AVE N W M OR RI S ON BE N P A R C E L 3 0 2 3 3 4 4 F R E M O N T S T N W H OL S T A D A M B E R T O N P AR CE L 3 3 6 158 89 F RE M O N T AVE N W SE MS CH WILLIA M HAR T FIEL S AL L Y P AR C E L 30 4 3386 F RE M O NT ST N W V LASI N ERI C L B ETH AN Y J P A R CEL 303 3 3 6 6 F R E M O NT S T N W M CLAI N CA S E Y PA RCE L 3 37 15 873 F REM O NT A VE N W RU ESINK S TEVE N J KA RLEE N R P A R C E L 3 0 7 3 3 6 1 F R E M O N T CI R N W S C H R O E D E R MI N D Y PARCEL 305 3399 FREEM ONT CIR NW LINK JOSEPH PARCEL 306 3375 FRE MONT CIR NW HANSEN JEFFREY S SHANNO N R PA RC EL 338 1 5855 FR E M ON T AV E N W SI NZHEI ME R TO D D A PA RC E L 3 39 1 5839 FRE M ON T AV E N W SI WI NSKI MIC HA EL MA T TS O N L ORI 15866ISLANDVIEW RD NW PARCEL 312 3400 FREEMON T CIR NW STARRANTHONY J JESSICA A PA R CE L 3 4 0 1 5 821 F REM ONT A VE N W H ELMA ND O LLA R M EGAN PARCEL 341 15805 FRE MONT AVE NW LAUGHRIDGE TRENT D PA RCEL 310 3 364 FR E M ON T CIR N W BAC H MANN J A MI E L YNN PARCEL 311 3384 FREMONT CIR NW O'HALLORAN BARBARA JO & SEAN P PA RCEL 3 13 158 20 F RE MO NT AV E N W BLONIG EN N O RB ERT A PARCEL 342 15787 FREMONTAVE NW DUBOIS JOE PARCEL 343 15771FREMONT AVE NW GEYEN DAREN PARCEL 314 15800 FRE MONT AVE N W KLINE J AYNE L PARCEL 315 15784 FREMONT AVE NW MUEHLHAUSER BR ETT A PARCEL 344 15759 FREMONT AVE NW BLOOMQUIST PATRICK J SHAWNA PARCEL 316 15770 FREMONT AVE NW STEIN RANDY 15852ISLAND VIEW RD NW BEISWENGER DONALD ROBERTA 1587 8 ISLA N D VIE W RD NW BEAUFO Y JEFFERY J PARCEL 297 15990 FR EMONT A VE NW HILLESHI EM JOD Y A PARC EL 298 15978 FREMONT A VE NW CAMERON DANIEL A P A R C E L 3 01 3 345 F R E M O N T S T N W A A L A N D N IC H O L A S S PA RC EL 299 15960 FR EMONT A VE NW HA YES PATRIC K W SHELLY M P A R C E L 2 9 0 1 5 99 4 A R TI C CI R N W T EI L B O R G J O H N A L O R R AIN E CBCC R=904.82INV:INV:INV:INV:INV:INV: CLVT INV: 913 08 CLVT INV: 913.24 S MHSN R=929.13INV:INV:INV:INV:INV:INV: FF 931 21 CBCC R=928.26 I=S (15 IN RCP)925.71 S MHSN R=927.48INV:INV:INV:INV:INV:INV: CC FEST WIT H G A URD ELEV 92290 STRM INV ELEV 92284 M CHCCE CC H E S MHSN /METAL RING ,1Rings @1thick ,Cond:Good R=915.04 I=S (8INCLAY) NE (4INCLAY)903.88 903.56 I= C M SMHSN1Rings@12thickCondGood R=91050 I= NW 8INPVC NE ( 8INCLAY SW 8INCLAY 898 9089880 I= I= 898 90L WW BBV CP CBRCFULLOFWATER 3Rings @06thick CondPoor R=90953 I=NW 18INRCP SE (15INRCP 905 6890553 I= STRM (INV) ELEV=901.24 FEST WITH G UARD ELEV 901 30 CBRC 4Rings@08thick Cond Good R=90950 I= NW 15IN RCP 90590 C P CLVT INV: 902.94 CLVT 3FTX2FT BOX INV: 901.76 STR M INV ELEV=902.23 STRM INV ELEV=901.60 CBRC /6Rings @1.2thick ,Cond:Poor R=913.54 NW (15INRCP) SW (15 IN RCP)908.94 908.60 INV:INV:INV:INV:INV: INV: CBRC 5Rings@ 1thick CondGood R=91376 I= NE (15INRCP SW 4INPVC 9103790942 I= S MHSN /1Rings @1thick ,Cond:Good R=913.83 NE (8INCLAY) SW (8INPVC) SE (8IN CLAY) 902.92 902.82 INV: INV:902.92INV:INV:INV: INV: C CCC CLVT INV: 913.25 CLVTINV: 913 17 CBRC 3Rings @ 0 6thick Cond Good R=91239 I= NE ( 21INRCP SE (18INRCP 9075490744 I= CC S MHSN /METAL RING ,1Rings @ 1thick ,Cond:Good R=927.32 E (8INCLAY) W (8IN CLAY) SE (8INCLAY) 916.61 916.51 INV: INV:916.61INV:INV:INV: INV: C C S MHSN /METAL RING ,1Rings @ 1.2thick ,Cond:Good R=936.74 S (8IN PVC) N (8INPVC) E (4IN PVC) 926.34 926.24 INV: INV:926.44INV:INV:INV: INV: S MHSN METALRINGS 1 Rings @ 04thick CondFair R=93644 I=NE (8IN PVC NW 8INPVC 9177691763 I= CCC CC CBRC R=928.16INV:INV:INV:INV:INV:INV: S MHSN R=930.72INV:INV:INV:INV:INV:INV: G X E E XXXXXXXXXX X X X X X X X X X G C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C-D C-D CD C D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C- D C- D C-D C-D C-D C-D C-D C- D C- Dl l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G-D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DG-DG-DG-DG-D G-D G- D G-D G-D G-D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G- D G- D G- D G- D G- D G- D G-DG-D G-D G-D G D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E-DE-DE-DE-DE-D E- D E-DE-DE-D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D l l l l l FF 935 44 FF=933.60FF 933 58 FF 928 83 FF=922.70 FF 92276 FF=928.81 FF 920 65 FF 92065 FF 915 26 FF 915 24 5'5' PARCEL151 3571 CRYSTALBAY LN NW DUMKE BRUCE GEORGE PARC EL 162 3582 CR YSTAL BA Y LN N W ANDERSON CHER YL PAR C EL PO 89 212 D E V EL O P M E N T G R O U P L L C PAR CE L 3 45 15 7 41 F REM O NT AVE N W T RON DS O N S HA NE R PARCEL 317 3445 CRYSTAL CIR NW SWANSON DENNIS P AR CE L 34 6 157 23 F RE M O N T AVE NW B R O W N TR OY M RH O ND A C PARCEL318 3435CRYSTALCIRNW TREADWELLLAURA PAR CEL 34 7 1570 5 FR EMONT AV E NW PINT MA RVIN G JU DIT H L PA RC EL 322 34 50 CRYSTAL CIR NW SC HLIE P BR UC E D E LIZABETH PARCEL319 3425CRYSTALCIR NW PRIO RLAKE CITY OF CITY MANAGER PA RC EL 348 15 6 87 F RE MO NT AVE NW JOHNSO N TRE NT PA R CEL 3 2 3 157 10 F RE MONT AV E NW SEIB ER LI C H S COTT PA RC EL 3 49 15 669 F RE MO NT AVE NW SIMON DIA NA K P A R C E L 3 2 0 3 4 3 0 C RY S T A L CI R N W B RA G G MI C HA E L S PARCEL 350 15645 FR EMONT AVE N W LUED KE STEVE N A P A R C EL 3 21 3 4 4 0 C R Y S T AL CIR N W H O FF M A N R O BE R T J III PA RC EL 324 15 6 90 F RE MO NT AVE NW SC HMITZ WILLIA M J S USA N J PA RC EL 3 25 15 6 72 F RE MO NT AVE NW SLAT ER MATT HE W SL ATE R S ARAH PAR CEL 32 6 15654 FREMONT AVE NW MO RTO N DA NIE L J PARCEL 146 15673ISLAND VIEWRD NW KORSTAD CANDICE K PA R CEL 3 27 15 636 F RE M ONT AVE N W FINKE NA U R ST EP HE N P JO DY L P A R C E L 3 28 1 5 6 1 6 F R E M O N T AVE N W B ER G E R S U ZA N N E M P A R C EL 147 15 7 02 I SL A N D VIE W R D N W I SL A N D VIE W 5T H A D D N A S S N P E T E R W H ATLE Y P A R C E L 1 48 15 5 67 F R E M O N T A V E N W N E L S O N M A R K D L A U R A L P A R C E L 1 4 9 1 55 4 9 F R E M O N T A V E N W P E N N E J O N A T H A N E P A R C EL 1 50 15531 F R E M O N T A VE N W C O N R OY M IC H A E L J 1 577 1 F R E M O NT A V E N W P A RC EL 344 1 5759 F R E MO NT A V E N W BL O O M Q UI S T P A T RI C K J S H A WN A PARCEL329 3358GLYNWATER TRLNW PRIORLAKE CITYOF CITY MANAGER PARCEL152 3575 CRYSTAL BAYLN NW LARRYA RACHELLE KALLEVIGFAMILY TRUST PARCEL 153 3585 CRYSTAL BAY LN NW LORI A MANDERS REV OCABLE TRUST PARCEL 154 3589 CRYSTAL BAY LN N W SCHEEL THOMAS W PARCEL155 3607 CRYSTAL BAYLNNW KUYPER SCOTT PARCEL156 3611 CRYSTAL BAYLN NW OLSONNEAL V PARCEL157 3629CRYSTALBAYLNNW CARINLTHOMASDECLARATIONOFTRUST 3633CRYSTALBAYLNNW POLSTERJEFF ELLA PARC EL 161 3586 CRYSTAL BAYLN NW OL SON FAMIL Y TRUST PO 89 212 DEVELOPMENTGROUPLLC 30 36 H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 SIDE W ALK E XT ENSIO N dwg 8/ 4 2025 9 4 1 44 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 12: Sidewalk Extension August 2025 FEETSCALE 0 50 100 HORZ. R FEETSCALE 0 50 100 HORZ. R FREMONT AVE NW FREMONT AVE NW 32' 30 NEW SIDEWALK CONNECTION 2040 PATH & TRAIL SYSTEM PLAN) NEW SIDEWALK CONNECTION 2040 PATH & TRAIL SYSTEM PLAN) BEGIN NARROWED ROADWAY END NARROWED ROADWAY H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 P RE LIM INARY PR OJEC T P HASING d w g 8/ 4 2025 10 0 7 21 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 13: Preliminary Project Phasing August 2025 FEETSCALE 0 400 800 HORZ. R UPPER PRIOR LAKE LOWER PRIOR LAKE E A G LE C R E E K A V E N E C R 2 1 154TH STNW (CR82) SPRING LAKE RD SW (CR 12) STEM MER RID GE RD N W NORT H W O O D R D N W HA W K RIDGE RD N W KNOLLRIDGE DR NW TA HI NKA P L N W B U TT E R N U T CIR N W ISLAND V IE W CIR NW FRE M O NT A VE N W LEGEND 2026 CONSTRUCTION 2027 CONSTRUCTION NOTE: THE PRELIMINARY PROJECT PHASING IS SUBJECT TO CHANGE DURING FINAL DESIGN. 2028 CONSTRUCTION (TBD) PARCEL151 3575CRYSTALBAYLNNW LARRYARACHELLE KALLEVIGFAMILYTRUST PARCEL152 3585CRYSTALBAYLNNW LORIAMANDERS REVOCABLETRUST PARCEL153 3589CRYSTALBAYLNNW SCHEELTHOMASW PARCEL154 3607CRYSTALBAYLNNW KUYPERSCOTT PARCEL155 3611CRYSTALBAYLNNW OLSONNEALV PARCEL156 3629CRYSTALBAYLNNW CARINLTHOMAS DECLARATIONOFTRUST PARCEL157 3633CRYSTALBAYLNNW POLSTERJEFFELLA PARCEL159 3651CRYSTALBAYLNNW KAMRATHGARYR PARCEL158 3647CRYSTALBAYLNNW LEJEUNEJASONPARCEL160 3586CRYSTALBAYLNNW OLSONFAMILYTRUST PARCEL423175LINDENCIRNWSMITHMITCHELLPARCEL403147LINDENCIRNWBARRYANDTREVAJAMESLIVINGTRUST PARCEL433189LINDENCIRNW SONNENBURGPAUL PARCEL443201LINDENCIRNW RAULANDALLYSONREHNBORGTRUST PARCEL48 3198LINDENCIRNW BEMANBRIAND PARCEL49 3186LINDENCIRNW BAIRBRENTO PARCEL50 3162LINDENCIRNW SUTLIFFDEANNPARCEL51 3124LINDENCIRNW MARYELINDSTROMREVOCABLETRUSTAGREEMENT PARCEL71 16119NORTHWOODRDNW KRISTIKMULLERREVOCABLETRUST 2004AVEW SCOTTCOUNTYTAXATIONDEPT2004AVEWSCOTTCOUNTYTAXATIONDEPT 4646DAKOTASTSE CITYOFPRIORLAKE PARCEL29115940ARTICCIRNWSTAYSAFELLC PARCEL29015994ARTICCIRNWTEILBORGJOHNA & LORRAINE PARCEL295 COURSOLLENATASHAK PARCEL292MAHONEYJEROMERSUSAN PARCEL29315880ARTICCIRNWSTAYSAFELLC 4646DAKOTASTSEPRIORLAKECITYOF & CITYMANAGER PARCEL29415820ARTICCIRNWCOURSOLLENATASHAK 3218BUTTERNUTCIRNW REIMERSCASSANDRAC 3171BUTTERNUTCIRNW FRANKSMICHAELJ 3171BUTTERNUTCIRNW FRANKSMICHAELJ PARCEL45 3209LINDENCIRNW WELCHWILLIAMIII PARCEL46 3221LINDENCIRNW LEWISTHERESAL PARCEL47 3220LINDENCIRNW WILFONDRICHARDLCHERYLM 3209LINDENCIRNW WELCHWILLIAMIII PARCEL413171LINDENCIRNW DAWSONKATHLEENM 4646DAKOTASTSE CITYOFPRIORLAKE 4646DAKOTASTSE PRIORLAKECITYOFCITYMANAGER PARCEL150 3571CRYSTALBAYLNNW DUMKEBRUCEGEORGE PARCEL161 3582CRYSTALBAYLNNW ANDERSONCHERYL PARCEL14 3183BUTTERNUTCIRSW CHARLESPDECKASTRUST PARCEL16 3205BUTTERNUTCIRNW MATTSONTAMARA PARCEL17 3211BUTTERNUTCIRNW WOJAHNPAULWOJAHNJENNIFER PARCEL19 3222BUTTERNUTCIRNW CHRISTIANGREGORYSHERRIE PARCEL223204BUTTERNUTCIRNWLECLAIREMICHELEM PARCEL37 16511NORTHWOODRDNW LARSONPAULSLARSONAMYG PARCEL38 16499NORTHWOODRDNW ZOSCHKECRAIG PARCEL3916471NORTHWOODRD CHAPMANGREGORYCHAPMANDANIELLE PARCEL5416383NORTHWOODRDNWJONESSARAHJ PARCEL5516361NORTHWOODRDNWREVAKMARILYNC PARCEL5616337NORTHWOODRDNWTETZLOFFPAULAJJOHNL PARCEL5816313NORTHWOODRDNWLEHNERTMARKE PARCEL5716327NORTHWOODRDNWPETSCHLJEFFREYTRACI PARCEL5916285NORTHWOODRDNWSTUART & LUCIALTMANTRUST PARCEL6016273NORTHWOODRDNWANDERSENCRAIGAJODY PARCEL6316231NORTHWOODRDNWPAULAFCOULTERREVOCABLETRUST PARCEL6216245NORTHWOODRDNWATKINSJOSHUACALL PARCEL6416187NORTHWOODRDNWROESNERMARKR PARCEL65 16175NORTHWOODRDNW GERGENMARKM PARCEL66 16163NORTHWOODRDNW HOLDENTERRYL PARCEL67 16153NORTHWOODRD BORRELLCHARLES PARCEL68 16145NORTHWOODRDNW RIVERAJASOND PARCEL69 16139NORTHWOODRDNW PAULMCHAVESREVOCABLETRUSTKRISTENDGOEDERT PARCEL70 16129NORTHWOODRDNW MOENSCOTT PARCEL72 16113NORTHWOODRD VIJARPELECISTRUST PARCEL73 16109NORTHWOODRDNW BERGJEFF PARCEL74 16101NORTHWOODRDNW HODSDONTIMOTHY PARCEL75 16099NORTHWOODRDNW CAMPBELLJOSEPHK PARCEL76 16095NORTHWOODRDNW FLOMTODDR PARCEL77 16093NORTHWOODRDNW BURTDENISEA PARCEL78 16091NORTHWOODRDNW TANEDDY PARCEL79 16087NORTHWOODRDNW SIMONSONJAYSANNJ PARCEL80 16085NORTHWOODRDNW GRUNDERKYLE PARCEL81 16083NORTHWOODRDNE BOLZBRADLEYWBOLZMONAYEM PARCEL82 16077NORTHWOODRDNW PASSOFAROJOSEPHA PARCEL83 16073NORTHWOODRDNW ANDERSONKARL PARCEL85 16067NORTHWOODRDNW SULLIVANBARRYJ PARCEL86 16063NORTHWOODRDNW SULLIVANMOLLYPPARCEL84 16069NORTHWOODRDNW ANDERSONDAVIDGGRETCHEN PARCEL87 16061NORTHWOODRDNW CHIALSTEVENENAOMIR PARCEL88 16059NORTHWOODRDNW GRYTINGKELLYR PARCEL89 16057NORTHWOODRDNW 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3034HAWKRIDGERDNW MEIBOB PARCEL257 3046HAWKRIDGERDNW GREBENYUKYEVGENIY PARCEL258 3058HAWKRIDGERDNW ANDREWSSHARONASBURKETRUST PARCEL259 3091LAKEHAVENCTNW KOEHLERANDREWIREBECCASPARCEL260 3077LAKEHAVENCTNW MILLERDAVIDJNICOLEPARCEL261 3065LAKEHAVENCTNW PELLERKARENLMARKJ PARCEL262 3037LAKEHAVENCTNW ANDERSONLAWRENCEMPAMELAK PARCEL2633050LAKEHAVENCTNW LORIAJOHNSONGOODWINTRUST PARCEL264 3062LAKEHAVENCTNW MENNINGJOSEPHPBETHA PARCEL265 3074LAKEHAVENCTNW PROVANCHAAARONJ PARCEL266 3086LAKEHAVENCTNW LAMAACKDAVIDBMARYB PARCEL267 3098LAKEHAVENCTNW RAYMONDCRAIGALLAN PARCEL268 3197SHADYCOVEPTNW KRECHMICHAELWHEATHERM PARCEL269 3185SHADYCOVEPTNW VELDMANBRUCEACHRISTINEMPARCEL270 3173SHADYCOVEPTNW LUNDQUISTDANIEL PARCEL2713161SHADYCOVEPTNW PETERANDTHERESANAZYTRUST PARCEL2723149SHADYCOVEPTNWDEPREYERIC PARCEL2733137SHADYCOVEPTNWGETTLERJONATHANA PARCEL2743122SHADYCOVEPTNWBRESNAHANADAM & BRESNAHANALYSSA PARCEL275 3134SHADYCOVEPT STEVENSONJAMESROBERTIIISTEVENSONASHLEYMAR 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LYNCHMARGARETMARY PARCEL442 3049HAWKRIDGERDNW HAAGENSENMICHAEL PARCEL440 3025HAWKRIDGERDNW KATZMAREKGARYNOU PARCEL424 16322TAHINKACTNW MILLERRONNIE PARCEL425 16325TAHINKACTNW HAYNESCHRISTOPHERKENNETH PARCEL423 16318TAHINKACTNW ANDERSONTADA PARCEL42616317TAHINKAPL LEHONGDUNGCAO PARCEL42216310TAHINKACTNWSCHELLERDAVIDP PARCEL42716303TAHINKACTNW KLAMMKENNETHAROCHELLEL PARCEL428 16291TAHINKACTNW WEIRICHERICA PARCEL42116304TAHINKACTNWCHAUHANDILLON PARCEL429 16285TAHINKACTNW BENNETTROBERT PARCEL42016296TAHINKACTNW DAVIDSONERINDAVIDSONJACOB PARCEL43016281TAHINKACTNWHUANGLIANG PARCEL419 16292TAHINKACTNW FRITZENDANIELF PARCEL43116273TAHINKACTNWNYSTROMMARK PARCEL406 2831HAWKRIDGERDNW SONNENBURGJOSHUAP PARCEL418 16288TAHINKACTNW CORDELLEVAN PARCEL43216265TAHINKACTNWCARLSONBENJAMINPARCEL417 16280TAHINKACTNW SCHROBILGENDESIREE PARCEL4072837HAWKRIDGERDNW FRISTEDTRAVISG PARCEL416 16268TAHINKACTNW MEBRAHTUYEMANE PARCEL43316257TAHINKACTNWBEUCRANDON &BEUCSASHAPARCEL408 2845HAWKRIDGERDNW GEEMICHAELJ PARCEL41516254TAHINKACTNWALDERMANJASONJ PARCEL43416241TAHINKACTNWGREGORYCORT PARCEL4394646DAKOTASTSEPRIORLAKE,CITYOF & CITYMANAGER PARCEL409 2859HAWKRIDGERDNW JESKEERIC PARCEL438 2983HAWKRIDGERDNW ZAPPASAMUEL PARCEL437 2971HAWKRIDGERDNW EDLUNDJENNIFERK PARCEL41416242TAHINKACTNWENFIELDJESSICAPARCEL410 2867HAWKRIDGERDNW FAHLERSTEVEN PARCEL436 2965HAWKRIDGERDNW MEETHOMASARTHURIIIPARCEL411 2873HAWKRIDGERDNW PARKERBRENNAL PARCEL43516227TAKINKACTNWVANNJOSHUAPARCEL412 2895HAWKRIDGERDNE JOHNSONJAMES PARCEL41316230TAHINKACTNWGUNNELLCHANCEY PARCEL3962791HAWKRIDGERDNWSTANGLERJEFF PARCEL3972793HAWKRIDGERDNWKRANICHNEILJII PARCEL3982795HAWKRIDGERDNWWONGMICHAEL PARCEL3992797HAWKRIDGERDNWGRAFANDREW PARCEL4004646DAKOTASTSEPRIORLAKECITYOF & CITYMANAGER PARCEL4012799HAWKRIDGERDNWWIENERMICHAELJ PARCEL4022801HAWKRIDGERDNWBRAYMARKJ PARCEL4032803HAWKRIDGERDFENSTERMACHERCHRISTIAN PARCEL4042805HAWKRIDGERDNWCHEEVERSHANEL PARCEL4052807HAWKRIDGERDNWSMITHRYANCHARLES PARCEL395 2838KNOLLRIDGEDRNW SENSENBAUGHALLYSONK PARCEL394 2860KNOLLRIDGEDRNW BREMERSCOTT PARCEL393 2872KNOLLRIDGEDRNW DARBYJAY PARCEL385 2982KNOLLRIDGEDRNW BURTUSBRIANMICHAELPAULUS PARCEL392 2888KNOLLRIDGEDRNW HERZJENNIFERE PARCEL386 2970KNOLLRIDGEDRNW LINDSTROMSAMUELM PARCEL387 2954KNOLLRIDGEDRNW KINGSLEYWILLIAMGLEN PARCEL388 4646DAKOTASTSE PRIORLAKECITYOFCITYMANAGER PARCEL389 2936KNOLLRIDGEDRNW SCHEELEJACILYNS PARCEL390 2920KNOLLRIDGEDRNW KOEHMSTEDTTHOMASF PARCEL391 2904KNOLLRIDGEDRNW BIONKATE H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BENE FIT AP PR AISAL d w g 8/ 4 2 02 5 1 1 0 4 22 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 14: Preliminary Assessment Map August 2025 FEETSCALE 0 400 800 HORZ. R UPPER PRIOR LAKE LOWER PRIOR LAKE E A G LE C R E E K A V E N E C R 2 1 154TH STNW (CR82) SPRING LAKE RD SW (CR 12) STEM MER RID GE RD N W NOR T H W O O D R D N W HA W K RIDGE RD N W KNOLLRIDGE DR NW TA HI NKA P L N W B U T T ER N U T C IR N W ISLAND V IE W CIR NW FRE M O NT A VE N W LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY 2028 RECONSTRUCTION ASSESSABLE PROPERTY BARRYANDTREVAJAMESLIVINGTRUST 2004AVEW SCOTTCOUNTYTAXATIONDEPT 2004AVEWSCOTTCOUNTYTAXATIONDEPT 4646DAKOTAST SE CITY OF PRIORLAKE 3218 BUTTER NUT CIR NW REIMERS CASSANDRAC 3171 BUTTERNUT CIRN W FRANKSMICHAELJ 3171BUTTERNUTCIR NW FRANKS MICHAELJ 4646 DAKOTA ST SE CITY OF PRIORLAKE PARCEL14 3183BUTTERNUTCIRSW CHARLESPDECKASTRUST PARCEL16 3205 BUTTERNUTCIRNW MATTSONTAMARA PARCEL17 3211 BUTTERNUT CIR NW WOJA HN PAUL WOJAH NJENNIFE R PARCEL19 3222BUTTERNUT CIRNW CHRISTIANGREGORY SHERRIE PARCEL223204BUTTERNUTCIRNWLECLAIREMICHELEM PAR CEL37 16511 NORTH WOO DRD NW LARSON PAUL S LARSON AMY G PARCEL38 16499 NORTHWOOD RDNW ZOSC HKEC RAIG PARCEL39 16471NORTHWOODRD CHAPMANGREGORY CHAPMANDANIELLE PARCEL162 2804SPRINGLAKERDSW LINDQUISTKRISTOPHERJ PARCEL 116725NORTHWOODRD NWTHEPUBLIC PARCEL163 16730 NORTHWOODRD WESTLUNDSTEPHANIE PARCEL 2836CENTERRDSW SOLLERPATRICKJ PARCEL2818CENTERRDSWLOUEYTERRILDWIGHTD PARC EL164SCOTTCOUNTYTAXATIONDEPT PARCEL15 3193BUTTERNUTCIRNW FREDERICKSONMARKW SUZANNE PARCEL20 3218BUTTERNUTCIR NW REIMERSCASSANDRAC PARCEL21 3214BUTTERNUTCIRNW LUNDEDAWN LUNDEMATTHEW PAR CEL3 SCOTT COUNTYPARKSDEPARTM ENT PARCEL2SCOTTCOUNTYTAXATIONDEPT PA RCEL166 16530 NORTHWOODRD NW HA IKERTHOMAS F JEANETTE C PARCEL165 SCOTTCOUNTY PARKS DEPARTMENT PARCEL167 CITYOFPRIORLAKE PARCEL196 16445KNOLLRIDGE CT NWBECKERJENNIFER PARCEL 187 16479HAWKRIDGE CT SIREKAMBER J PARCEL 189 16475 HAWK RIDGERD NW LUSKEYDAVID M SUSANM PARCEL18616481HAWKRIDGECTNW LOFFHAGEN ADAM G PARCEL190 16471HAWKRIDGECTNW PUSKARICHKATIEPARCEL197 16451KNOLLRIDGE CTNW WILLIAMSGARYL PARCEL195 16437KNOLLRIDGECT N W PALMER WILLIAM PARCEL191 16467HAWKRIDGECTNW ZHDANKINVASILIV PARCEL 185 16 485 HAWK RIDGECT NW WEBERADAM PARCEL192 16463HAWKRIDGECTNW WENDLERTRENTD PARCEL194 16429KNOLLRIDGECTNW BARBERAJACEAUSTIN BARBERASARAHLOUISE PARCEL193 16421KNOLLRIDGECTNW GARYM NEWHARD AMANDAANEWHARDTRUST PARCEL 181 16474HAWKRIDGECTNW LEE MARSHALL PARCEL19816444KNOLLRIDGECT NWKROLKIMBERLYSUSAN PA RCEL184 16488HAWKRIDGECT NW MEYER SEAN PARCEL9 16553NORTHWOODRDNW EQUITYHOLDINGSIILLC PARCEL 7 16571NORTHWOODRDNW DUPONTDONNA PARCEL6 16587NORTHWOODRDNW MORGENSTERNFREDERICK KENDRA COMOLITOR ASS PARCEL10 3121BUTTERNUTCIRNW ELLIASONJAMESD PARCEL12 3155 BUTTERNUT CIRN W MADSO NR OGERL BETHALEMIEUXMADSON PARCEL 4 16633 NORTHWOODRDNW STARK TIMOTHY PARCEL 36 16525N ORTHWO OD RD NW HEN NENL AWRENCE M ARYELAINE PAR CEL35 16525 NORTHWOOD RDN W HENNEN LAWRENCE MARY ELAIN E PARCEL3 4 3124 BUT TER NUTCIR NW SEEH USEN CLINT SEEHUSENAMY PARCEL 33 3130BUTTERN UT CIR NW MATTSONJAME S PARCEL 32 3140BUTTERNUT CIR NW HAW KINS JAN P HA WKINSJOH ND PARCEL31 3152BUTT ERN UT CIR NW SILVERNAG ELSCOTT L PAR CE L30 3158BUTTERNUTCIR NW SCHWARZ JOSEPHWILLIAM PARCEL29 3162 BUTTERNUTCIRNW THOMPS ON PATRICKJ PARC EL 27 3174 BUTTERNUTCIRNW HAW KINSON DAVID H AWKINSON JANELLE PARCEL 26 3180 BUTTERNUTCIRNW BAYSINGE RLARRY A MARSHAD PARCEL25 3186 BUTTERNUT CIRNW CONZEMIUS DANIELJOSEPH PARCEL 24 3192BUTTERNUTCIRNW DOUGLASPAULE DOUGLASTRACEYA PARCEL233198BUTTERNUTCIR NWO'NEILLKEVINF & MARYPLAPE PARCEL13 3171BUTTERNUT CIRN W FRANKS MICHAELJ PARCEL28 3168 BUTTERNUTCIR NW LEWISLISA M PARCEL5 16605NORTHWOODRDNW STENSONGARYR PARCEL11 3133BUTTERNUTCIRNW TRACYMPIRNIEREVOCABLETRUST PARCEL18 3217 BUTTERNUTCIRNW RUNNIN G DARCYJ MA RYANNE G PA RCEL8 16565 NORTHWOODRDNW EQUITYHOLDINGSILLC H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BENE FIT AP PR AISAL d w g 8/ 4 2 02 5 1 1 0 4 44 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 15: Assessable Parcels Map August 2025 FEETSCALE 0 100 200 HORZ. 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KNOLLRIDGEDRNW SEMENENKONATALYA D IGOR PARCEL 382 3060 KNOLLRIDGEDRNW RYBATHOMASJOHNJR PARCEL 4493057VIEWCRESTCIR NW MARCHESSAULT TOM PARCEL 448 3043 VIEWCREST CIRNWSTROMMENERLINGP & NORMA J PARCEL4473029VIEWCRESTCIR NW HOLTAN JAMESRJR & SHARIL PARCEL 446 3032 VIEWCREST CIR NW HEGERDOUGLAS P & KALAL PARCEL 4453046VIEWCRESTCIRMALLEYJASONJ PARCEL 4443058VIEWCRESTCIRNWHENNYCHRISTOPHERJ PA RCEL443 3061HAWK RIDGERD LYNCHMARGARET MARY PARCEL442 3049HAWKRIDGERDNW HA AGENSENMICHAEL PARCEL 440 3025 HAWK RIDGERDNW KATZMAREKGARY NOU PARCEL424 16322TAHINKACTNW MILLERRONNIE PARCEL425 16325 TAHINKA CT NW HAY NES CHRISTOPHERKENNETH PARCEL423 16318 TAHINKA CT NW AND ERSONTAD A PARCEL426 16317TAHINKAPL LEHONG DUNGCAO PARCEL 422 16310 TAHINKA CTNW SCHELLERDAVID P PARCEL427 16303TAHINKACTNW KLAMM KENNETHA ROCHELLEL PARCEL428 16291TAHINKACTNW WEIRICHERICA PARCEL421 16304TAHINKACTNW CHAUHANDILLON PARCEL429 16285TAHINKACTNW BENNETTROBERT PARCEL420 16296TAHINKACTNW DAVIDSONERIN DAVIDSONJACOB PARCEL430 16281TAHINKACTNW HUANGLIANG PARCEL419 16292TAHINKACTNW FRITZENDANIELF PARCEL431 16273TAHINKACTNW NYSTROMMARK PARCEL406 2831HAWKRIDGERDNW SONNENBURGJOSHUAP PARCEL418 16288TAHINKACTNW CORDELLEVAN PARCEL 43216265TAHINKACTNWCARLSONBENJAMIN PARCEL417 16280TAHINKACTNW SCHROBILGENDESIREE PARCEL407 2837HAWKRIDGERDNW FRISTEDTRAVISG PARCEL416 16268TAHINKACTNW MEBRAHTUYEMANE PARCEL43316257TAHINKACTNWBEUCRANDONBEUCSASHAPARCEL408 2845HAWKRIDGERDNW GEE MICHAELJ PARCEL41516254TAHINKACTNWALDERMANJASONJ PARCEL43416241TAHINKACTNWGREGORYCORT PARCEL4394646DAKOTASTSEPRIORLAKE,CITYOF & CITYMANAGER PARCEL409 2859HAWK RIDGERD NW JESKEERIC PARCEL438 2983HAWK RIDGE RDNW ZAPPASAMUEL PA RCEL437 2971HAWK RIDGERD NW EDLUNDJENNIFERK PARCEL41416242TAHINKACT NWENFIELDJESSICA PARCEL410 2867HAWKRIDGE RDNW FAHLERSTEVEN PARCEL 436 2965 HAWKRIDGERD NW MEETHOMASARTHURIIIPARCEL 411 2873 HAWKRIDGE RD NW PARKER BRENNA L PARCEL43516227TAKINKACTNWVANNJOSHUAPARCEL412 2895 HAWK RIDGERDNE JOHNSONJAMES PARCEL41316230TAHINKACTNWGUNNELLCHANCEY PARCEL396 2791 HAWK RIDGE RD NW STANGLER JEFF PARCEL3972793HAWKRIDGERDNWKRANICHNEILJII PARCEL398 2795HAWKRIDGERDNWWONGMICHAEL PARCEL399 2797HAWKRIDGERD NWGRAFANDREW PARCEL 400 4646DAKOTA STSEPRIORLAKECITYOF & CITY MANAGER PARCEL401 2799HAWKRIDGERDNWWIENERMICHAELJ PARCEL4022801HAWKRIDGERDNWBRAYMARKJ PARCEL4032803HAWKRIDGERDFENSTERMACHERCHRISTIAN PARCEL4042805HAWKRIDGERDNW CHEE VERSHANEL PARCEL405 2807HAWKRIDGERDNW SMITHRYANCHARLES PAR CEL 395 2838 KNOLLRIDGEDRNW SENSENBAUGH ALLYSON K PARCEL394 2860 KNOLLRIDGEDRNW BRE MER SCOTT PARCEL 393 2872KNOLLRIDGE DR N W DARBYJAY PARCEL385 2982KNOLLRIDGEDR NW BU RTUSBRIAN MICHAEL PAULUS PARCEL392 2888 KNOLLRID GEDRN W HERZJENNIFERE PARCEL 386 2970 KNOLLRIDGE DR NW LINDSTROMSAMUELM PARCEL 387 2954KNOLLRIDGE DRNW KINGSLEYWILLIAMGLEN PARCEL 388 46 46DAKOTASTSE PR IOR LAKE CITYOF CITYMANAGER PA RCEL389 2936KNOLLRIDGE DRNW SCHEELEJACILYNS PA RCEL390 2920KNOLLRIDGEDRNW KOEHMSTEDTTHOMAS F PARCEL 391 2904 KNOLLRIDGE DRNW BIONKATE H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BENE FIT AP PR AISAL d w g 8/ 4 2 02 5 1 1 0 5 09 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 16: Assessable Parcels Map August 2025 FEETSCALE 0 100 200 HORZ. R LINDEN CIR NW NO RTHW OOD RD NW KNOLLRIDGE DR NW HAWK RIDGE CTNWKNOLLRIDGECTNW HAW KRID GERD N W VI SI O N A R Y H EI G H T S CI R N W TAHINKA CT N W VIEWCRESTCIR NW LAKE H A VE N CT N W LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY 2028 RECONSTRUCTION ASSESSABLE PROPERTY PARCEL71 16119NORTHWOODRD NW KRISTIK MULLER REVOCABLETRUST PARCEL 29115940ARTICCIRNWSTAYSAFELLC PARCEL 29015994ARTICCIRNWTEILBORGJOHNA & LORRAINE PARCEL6316231NORTHWOODRDNW PAULAFCOULTERREVOCABLETRUST PARCEL6216245NORTHWOODRDNWATKINSJOSHUACALL PARCEL64 16187NORTHWOODRDNW ROESNERMARKR PARCEL65 16175NORTHWOODRDNW GERGENMARKM PARCEL66 16163NORTHWOODRDNW HOLDENTERRYL PARCEL67 16153 NORTHWOODRD BORRELLCHARLES PARCEL68 16145NORTH WOODRDNW RIVERAJASOND PARCEL69 16139NORTHWOOD RDNW PAULMCHAVESREVOCABLETRUST KRISTENDGOEDERT PARCEL70 16129 NORTH WOODRDNW MOENSCOTT PARCEL 72 16113NORTHWOODRD VIJA RPELECISTRUST PARCEL73 16109 NORTHWOOD RDN W BERGJEFF PARCEL74 16101 NORTH WOOD RDNW HODSDONTIMOTHY PARCEL75 16099NORTHWOODRD NW CAMPBELLJOSEPHK PARCEL76 16095NORTHWOODRD N W FLOMTODDR PARCEL 77 16093NORTHWOODRD NW BURT DENISEA PARCEL 78 16091NORTHWOODRD N W TANEDDY PARCEL79 16087NORTH WOOD RDNW SIMONSONJAYS ANNJ PARCEL80 16085 NORTHWOODRD N W GRUNDERKYLE PARCEL81 16083 NORTH WOOD RDNE BOLZBRADLEYW BOLZ MONAYE M PARCEL 82 16077NORTHWOODRD NW PASSOFAROJOSEPHA PARCEL 83 16073NORTHWOODRD N W ANDERSONKARL PARCEL85 16067 NORTH WOOD RD N W SULLIVANBARRYJ PARCEL86 16063 NORTH WOOD RD NW SULLIVANMOLLYPPARCEL84 16069NORTHWOODRDNW ANDERSON DAVID G GRETCHEN PARCEL87 16061NORTHWOOD RDNW CHIALSTEVENE NAOMIR PARCEL88 16059NORTH WOOD RD NW GRYTING KELLYR PARCEL89 16057NORTHWOODRDNW RICHARDSONJESSICA PARCEL90 16055 N ORTHWOOD RDN W HARTL CASEY A PARCEL91 16051NORTHWOOD RD N W ERICKSON SCOTTH PARCEL92 16049 NORTHWOOD RD N W WILLIAM CORINNA GILBERTTRUST PARCEL 93 16047 NORTHWOOD RDNW AUDASJAMES R PARCEL 94 16045 N ORTHWOOD RDNW MENDEN FRANCIS PARCEL95 16043NORTHWOODRD NW KRAMER DAVID D PARCEL289 16058NORTHWOODRDNW WALLMICHAEL JENNIFER PARCEL288 16070NORTHWOODRDNW BAIRRANDELL L SANDRA K PARCEL255 3022HAWKRIDGERDNW MURRTODDE TAMARA PARCEL256 3034HAWKRIDGERDNW MEIBOB PARCEL257 3046HAWKRIDGERDNW GREBENYUKYEVGENIY PARCEL 258 3058 HAWKRIDGERDNW ANDREWS SHARONA S BURKETRUST PARCEL259 3091LAKEHAVENCTNW KOEHLERANDREWI REBECCAS PARCEL260 3077LAKEHAVENCTNW MILLERDAVIDJ NICOLE PARCEL261 3065LAKEHAVENCTNW PELLERKARENL MARKJ PARCEL262 3037LAKEHAVEN CTNW ANDERS ONLAWRENCEM PAMELAK PARCEL 263 3050LAKE HAVEN CTNW LORIAJOHNSONGOODWINTRUST PARCEL264 3062LAKEHAVENCTNW MENNINGJOSEPHP BETHA PAR CEL 265 3074LAKE HAVEN CT NW PROV ANCHA AARONJ PARCEL266 3086LAKE HAVENCTNW LAMAACKDAVID B M ARY B PARCEL 267 3098LAKE HAVEN CTNW RAYMOND CRAIGALLAN PARCEL268 3197 SHA DY COVEPTN W KRECHMICHAELW H EATH ER M PARCEL 269 3185S HADYCOVEPTNW VELDMAN BR UCE A CHRISTINEM PARCEL270 3173 SHADY CO VE PT NW LUNDQUISTD ANIEL PARCEL 271 3161SHADYCOVE PTNW PETER ANDTHERESANAZYTRUST PARCEL 2723149SHADYCOVEPT NWDEPREYERIC PARCEL 2733137SHADYCOVEPTNWGETTLERJONATHANA PARCEL274 3122 SHADY COVE PT NWBRESNAHANADAM & BRESNAHAN ALYSSA PARCEL275 3134SHADYCOVEPT STEVENSONJAMESROBERTIII STEVENSONASHLEYMAR PARCEL 276 3146 SHADY COVE PTNW LAING DOUGLASWJR DEBORAHA PARCEL 277 3158 SHADY COVE PTNW FORSTERMARK T PAR C EL 278 3170 SHADYCOVE PTNW STEPHEN GERALDCLOSE AND DANAJEANCLO SE TRUST PARCEL 279 3182 SHADYCOVEPTN W KLOS SNERDEREK PAR CEL2 80 3221 LAK EBLU FFCIR NW LARSO NJOHN P JILLR PARCEL281 3199L AKE BLUFFCIRNW LE THANH PARCEL282 3191 LAKEBLUFFCIRNW HELBERG PAULD COLEEN S HELBERG PARCEL283 3204LAKEBLUFFCIRNW KLEMANATHAN PARCEL284 3212LAKEBLUFFCIRNW HON GJOHNPV LINH M PARCEL285 3220 LAKE BLUFF CIR NW DIDIONTAMARAROSE PARCEL286 3228LAKEBLUFFCIRNW BARLASSJACOB PARCEL287 16082 NORTH WOODRD NW ERICKSONJAY T CARMEN H PARCEL379 PRIOR LAKE CITYOF CITYMANAGER PARCEL 33015995FREMONTAVENWTOTHANNAM PARCEL 380 16050NORTHWOODRDNW HPA IIBORROWER 2021 1LLC PA RCEL381 16052NORTHWOODRDNW FRIEDGESDAVIDR PARCEL331 15975FREMONTAVENW SCHREIBERRICHARDC TERRYR PARCEL369 3425 ISLAND CIR NW DEMARSCATHERINER PARCEL368 3420ISLANDCIRNW O'FALLONKATHERINEC PARCEL332 15959FREMONTAVENW HADACJOHNA PARCEL33315941FREMONTAVENWHANISCHMICHAELE PARCEL367 3440ISLANDCIRNW GROVENBURGDANNYL PARCEL296 COURSOLLE NATASHA K PARCEL3003381FREMONTSTNWLACROIXKEVINJIRENEL PARCEL33415921FREMONTAVENW SENTYRZTODDB DAINAM PARCEL366 3460ISLANDCIRNW HUYNHKAZMYN MORRISONBEN PARCEL297 15990FREMONTAVENW HILLESHIEMJODYA PARCEL298 15978FREMONTAVENW CAMERONDANIELA PARCEL 301 3345 FREMONT STNW AALAND NICHOLASS PARCEL299 15960FREMONTAVENW HAYESPATRICKWSHELLYM PARCEL213 2810HAWKRIDGERDNW CHARLESANDMICHELEMCFALLTRUST PARCEL214 2822HAWKRIDGERDNW SCHLICHTMANNBENJAMINWILLIAM PARCEL215 2828HAWKRIDGERDNW GROESSREVOCABLETRUST PARCEL216 2836HAWKRIDGERDNW HAUTMANBRADENJAMES PARCEL 217 2840 HAWK RIDGE RDNWDEMINVITALYGENNADYEVICH PARCEL219 16212VISIONARY HEIGHTSCIR NW HELGERSON KARIC PARCEL218 2852HAWKRIDGERD NW ANDERSONJASON PARCEL 253 2976 HAWKRIDGERDNW PUDELLMATTHEW D PARCE L 220 16200VISIONARY HEIGHTSCIRNW MAROTHEODORE B PARCEL229 16211 VISIONARY HEIGHTSCIRNW BURNS MICHAELT PA RCEL252 2970 HAWKRIDGERDNW SNYDERAARONMPARCEL25116201TAHINKAPLNWPORTERERIC PARCEL 230 16202TAHINKAPLNW MCCLURE DANIELJ PARCEL221 16196VISIONARYHEIGHTSCIRNW BECHTHOLDTRAVIS PARCE L 228 16197VISIONARYHEIGHTSCIR NW ZECK JOSEPH J PARCEL250 16183TAHINKA PLNW MONTAGTREVOUR J PARCEL 231 16180TAHINKAPLNW THEISADAMR PARCEL222 16184VISIONARY HEIGHTS CIR NWBERGNERJESSET PARCEL 24916167TAHINKAPLNWFERINBRIANJ PARCEL232 16164 TAHINKA PL NW PURFEERST BENNETT P & WOODCOCK KATE EPARCEL223 16178VISIONARYHEIGHTSCIRNW JACOBJAMESV PARCEL226 16179 VISIONARY HEIG HTS CIR NW FORDAHL PAULD PARCEL224 16175 VISI ONA RY HEIG HTS CIR N W SVELAJASON W PARCEL225 16177VISIONARYHEIGHTSCIRNW JACOBUSRYANKEITH PARCEL 233 16150TAHINKA PLNW HUBLE THEODORE J PARCEL 24716135TAHINKAPL NWMOORENATHANIEL PARCEL 234 16132TAHINKAPLNW ALLWINETRICIAL PARCEL24616117TAHINKAPL NWRAADTJEREMY PARCEL235 16811 TAHINKA PL NW JACOBSRYANA PARCEL24516101TAHINKAPLNWDAUERCRAIGW & ANNEE PARCEL 23616100TAHINKAPLNW MARTINEK RICHARD J PARCEL 24416093TAHINKAPLNWBLATTNERCRAIGE PARCEL237 16082 TAHINKA PL NW MARTINSHAWN PARCEL24316069TAHINKAPLACENW CARR MICHAEL R PARCEL 24216057TAHINKAPLNW LUNDDAVIDK PARC EL23916046TAHINKAPLNW SCHRANKGERALDD THERESAM PARCEL 24016037TAHINKAPLNW SACHS DONALD J PARCEL 241 16041 TAHINKA PLNW NOWAK PAULJ PARCEL 254 PRIORLAKECITY OF CITY MANAGER PARCE L 227 16185VISIONARY HEIGHTSCIRNW LEE JAMESA PARCEL24816153TAHINKAPL NW TUYJONATHAN PARCEL 238 16064 TAHINKAPLNW DAMMANN PAULR PARCEL 2004AVE W SC OTTCOUNTY PARKS DEPARTMENT PARCEL212 2808HAWKRIDGERDNW PAVELICHJEFFREYA PARCEL6116255NORTHWOODRDNWWALVIUSSUSANK PA RCEL441 3037 HAWKRIDGERDNW BRUDEVOLDMELANIEA ANDREWL PARCEL 443 3061 HAWKRIDGERD LYNCHMARGARETMARY PARCEL 442 3049HAWKRIDGERDNW HAAGENSENMICHAEL PA RCEL440 3025HAWKRIDGERDNW KA TZMAREKGARY NOU 16292TAHINKACTNW PARCEL431 16273TAHINKACTNW NYSTROMMARK PARCEL406 2831HAWKRIDGERDNW SONNENBURGJOSHUAP PARCEL418 16288TAHINKACTNW CORDELLEVAN PARCEL43216265TAHINKACTNWCARLSONBENJAMIN PARCEL417 16280TAHINKACTNW SCHROBILGENDESIREE PARCEL407 2837HAWKRIDGERDNW FRISTEDTRAVISG PARCEL416 16268TAHINKACTNW MEBRAHTUYEMANE PARCEL43316257TAHINKACTNWBEUCRANDONBEUCSASHAPARCEL408 2845HAWK RIDGERDNW GEEMICHAELJ PARCEL41516254TAHINKACTNWALDERMANJASONJ PARCEL43416241TAHINKACT NWGREGORYCORT PARCEL409 2859HAWKRIDGE RDNW JESKEERIC PARCEL 438 2983 HAWK RIDGE RDNW ZAPPA SAMUEL PARCEL 437 2971 HAWK RIDGE RDNW ED LUNDJENNIFERK PARCEL41416242TAHINKACTNWENFIELDJESSICA PARCEL410 2867HA WKRIDGERD NW FAHLERSTEVEN PARCEL436 2965HAWKRIDGERDNW MEETHOMASARTHURIII PARCEL411 2873HAWK RIDGE RDN W PARKERBRENNAL PARCEL43516227TAKINKACT NWVANNJOSHUAPARCEL412 2895 HA WK RIDGE RD NE JOHNS ONJA MES PARCEL41316230TAHINKACTNWGUNNELLCHANCEY H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BENE FIT AP PR AISAL d w g 8/ 4 2 02 5 1 0 2 4 23 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 17: Assessable Parcels Map August 2025 FEETSCALE 0 100 200 HORZ. R VI SI O N A R Y H EI G H T S CI R N W HAWKRIDGERDNW TAHINKA CT NW TA HI NKA P L N W NOR T H W O O D R D N W LAKEHAVENCTN W S H A D Y C O V E P O IN T N W LA K E B L U F F C IR N W NORTHWOOD RD NW FREMONTAVENW LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY 2028 RECONSTRUCTION ASSESSABLE PROPERTY PARCEL 29115940ARTICCIRNWSTAYSAFELLC PARCEL 290 15994ARTICCIRNWTEILBORGJOHNA & LORRAINE PARCEL295 COURS OLLE NATASHA K PARCEL292 MAHONEYJEROMER SUSAN PARCEL29315880ARTICCIRNWSTAYSAFELLC 4646DAKOTA ST SEPRIORLAKECITYOF CITYMANAGER PARCEL 29415820ARTICCIRNWCOURSOLLENATASHAK 16067 NORTH WOOD RDNW PARCEL86 16063NORTH WOOD RDN W SULLIVAN MOLLY P PARCEL87 16061NORTHWOODRD NW CHIAL STEVENE NAOMIR PARCEL88 16059NORTHWOOD RDN W GRYTING KELLY R PARCEL89 16057NORTHWOODRD NW RICHARDSONJESSICA PARCEL90 16055 NORTHWOOD RD NW HARTLCASEY A PARCEL91 16051 NORTHWOOD RD N W ERICKSON SCOTTH PARCEL92 16049NORTHWOOD RD N W WILLIAM C ORINNA GILBERTTRUST PARCEL93 16047 NORTHWOOD RD NW AUDASJAMES R PAR CEL94 16045 NORTHWO O D RD NW MENDENFRA NCIS PARCEL95 16043 NORTHWOO D RDNW KRAMER DAVI D D PAR CEL96 3462 WILDS RDG NW CARNEYANDREWJOE CARNEYJESSI CA ANN PARCEL97 16039NORTHWOOD RD NW JILLE H O OPER REVOCABLETRUST PARCEL 98 16 037 NORTH WOODRD NW RY AN J WILLIAMSREVOCABLE TRUST GRETCHEN M WILLI PARC EL99 16035NORTHWOOD R D NW HO FFBECKLANDONR PARCEL 188 16031NORTHWOODRDNW BARRIBALL SCOTT E DIANE M PARCEL 100 16 033NORTHWOODRDNW FO LEY STEVE PARCEL101 16027 N ORTH WOOD RD NW MEEKRYLEE PARCEL10416009NORTHWOODRDNW ZANDERPAULH CATHYC PAULHZANDER REVTRUST PARCEL 105 16001 NORTHWOOD RD JANABPATRICK REVOCABLE TRUST PARCEL289 16058NORTHWOOD RDNW WALL MICHAEL JENNIFER PARCEL288 16070 NORTH WOODRD NW BAIR RANDELLL SANDRAK PARCEL354 15764ISLANDVIEWRD REITMEIERKEVINM PARCEL345 15741FREMONTAVENW TRONDSONSHANER PARCEL13915745ISLANDVIEWRDNWFERGUSONRONW PARCEL317 3445CRYSTALCIRN W SWANSONDENNIS PARCEL346 15723FREMONTAVENW BROWNTROYM RHONDAC PARCEL140 15733ISLANDVIEWRDNW BEHRENDTMICHAEL PARCEL318 3435CRYSTALCIR NW TREADWELL LAURA PARCEL 353 15750ISLANDVIEWRDNW SOLARZ KEVIN PARCEL347 15705FREMONTAVENW PINTMARVING JUDITHL PARCEL141 15721ISLANDVIEWRDNW GIGSTEADDANIELELMAN PARCEL352 15738ISLANDVIEWRDNW THOMPSONDAVID CARRIEMROSS PARCEL322 3450CRYSTALCIRNW SCHLIEPBRUCED ELIZABETH PARCEL 319 3425 CR YSTALCIRNW PRIOR LAKE CITY OF CITYMANAGER PARCEL348 15687FREMONTAVENW JOHNSONTRENT 15702ISLANDVIEWRDNW PARC EL126 3550ISLAND VIEW CIR NW ANDERSON DANIELC PARCEL 127 15987 ISLANDVIEW RD NW MOR RIS RICHARD J PATRICIA PARCEL128 1596 7ISLAND VIEW RDNW ORENSTEINKURTM PARCEL 129 15947ISLANDVIEW RD N W KODIDEKKEVINC PARCEL130 1592 3ISLAND VIEW RDNW POPPLERSHAWN PARCEL131 15897 ISLAND VIEW RD NWLEVEILLEDANIELG PARCEL132 15871ISLANDVIEWRDNW MALMBERGBRIAND PARCEL133 15849ISLANDVIEWRDNW AMMERMANRODNEYC JULIE PARCEL134 15829ISLANDVIEWRDNW BRETZKENNETHJ DEBORAHK PARCEL135 15809ISLANDVIEWRDNW GRABSKIBENJAMINW PARCEL136 15789ISLANDVIEWRDNW GARDINERCHARLESIII GARDINERJESSICA PARCEL137 15769ISLANDVIEWRDNW GROHBRIANL LINDAA PARCEL138 15757ISLANDVIEWRDNW HELMBACHERKEITHM PARCEL 112 OVERBY BRAD PARCEL 113 3715 ISLANDVIEWCIRNW JANICE MGRASERREVOCABLETRUST PAR CEL 114 3715ISLA N D VIEW CI R NW JANICE M GRASER REVOCABLE TRUST PARCEL115 3735ISLANDVIEW CIRNW WILS ON HEIDI C PARCEL116 3755ISLANDVIEW CIR NW EVERS ON BRIA N PARCEL117 3773ISLAND VIEW CIR NW J OHNSON MARY R PARCEL 118 3791ISLANDVIEWCIR NW STENZELTYR ONED DECIAJ PA RCEL119 3809ISLANDVIE W CI R NW HURSTJOHN HU RST STEFANIE PARCEL120 3827ISLANDVIE W CIR N W HENGE MUHLE CHAD M PARCEL121 3845ISLAND VIE W CIRNW KOPETZKISTEVENJ MARLENE PARCEL122 3857ISLANDVIEWCIR MICHAELPMYSERREVOCABLETRUST PARCEL123 3869ISLANDVIEWCIRNW KARGESDAVIDB CHERYLSPATH PARCE L125 3773 ISLAND VIEWCIRNW ISLAND VIEW2ND HOMEOWNERASSN PARCEL124 3877ISLANDVIEWCIRNW THOMASJRYANREVOCABLETRUST PARCEL 109 3579 ISLAND VIEW CIRNW PETERBENJAMIN C JODIE A PARCEL 108 3559ISLANDVIEW CIR NW RICHARDSON THOMASJ PA RCEL107 3545 ISLANDVIEW CIRNW SLIPKACHAD PARCEL106 3529ISLAND VIEW CIR NW CHRISTOPHERSONTROY L CHRISTOPHERSONJILLM PARCEL 110 3595 ISLAND VIEW CIR NW DOHERTYANTHONY PARCEL1113545ISLANDVIEWCIRNW ISLAND VIEWOUTLOTINC PARCEL 379 PR IORLAKE CITYOF CITYMANAGER PARCEL 375 16000 ISLANDVIEW RD PANNKUK TERESAE PARCEL376 16038 NORTHWOODRD NW KINSELLAKEITH P JR PARCEL 330 15995 FREMONT AVE NWTOTHANNAM PARCEL 378 16048 NORTHWOODRDNW GRAMLOWCHADA PARCEL 380 16050NORTHWOOD RD NW HPA IIBORROWER20211LLC PARCEL381 16052NORTHWOOD RDNW FRIEDGESDAVID R PARCEL 377 16042NORTHWOOD RD NW FR EER BAILEY E BARNES ADAMP PARCEL 374 15982ISLANDVIEWRDNW SCHULTZ ROBERTW PARCEL331 15975FREMONTAVENW SCHREIBERRICHARDC TERRYR PARCEL369 3425 ISLAND CIR NW DEMARSCATHERINER PARCEL 373 15970ISLAND VIEWRD NW RAY SU BHASISH PARCEL368 3420ISLANDCIRNW O'FALLONKATHERINEC PARCEL33215959FREMONTAVENW HADACJOHNA PARCEL370 3445ISLANDCIRNW GREDENMARKR PARCEL33315941FREMONTAVENWHANISCHMICHAELE PARCEL367 3440ISLANDCIRNW GROVENBURGDANNYL PARCEL371 15940ISLAND VIEWRD NW PEMRIC KNIC OLE PARCEL296 COU RSOLLE NATASHA K PARCEL3003381FREMONTSTNWLACROIXKEVINJIRENEL PARCEL33415921FREMONTAVENWSENTYRZTODDBDAINAM PARCEL366 3460ISLANDCIRNW HUYNHKAZMYN PARCEL365 15918ISLANDVIEWRDNW ALAN MBENSONTRUST PARCEL33515901FREMONTAVENWMORRISONBEN PARCEL 302 3344 FREMON TSTNW HOLSTADAM BERTON PARCEL33615889FREMONTAVENW SEMSCHWILLIAM HARTFIELSALLY PARCEL 3043386FREMONTSTNWVLASINERICLBETHANYJ PARCEL 3033366FREMONTSTNWMCLAINCASEY PARCEL 363 15894 ISLAND VIEWRDNW PHILLIPS JOEL PARCEL33715873FREMONTAVENW RUESINKSTEVENJ KARLEENR PARCEL 307 3361 FREMON TCIRNW SCHROEDER MINDY PARCEL 305 3399FREEMONTCIRNW LINKJOSEPH PARCEL 306 3375FREMONTCIRNW HANSENJEFFREYS SHANNONR PARCEL33815855FREMONTAVENWSINZHEIMERTODDA PARCEL308 3330FREMONT CIR NW RYKKENROBERTJ PARCEL33915839FREMONTAVENW SIWINSKIMICHAEL MATTSONLORI PARCEL361 15866ISLANDVIEWRDNW FROMMJAMES PARCEL312 3400FREEMONTCIRNW STARRANTHONYJ JESSICAA PARCEL309 3350FREMONTCIRNW ENGELSONRICHARD MARGARET PARCEL34015821FREMONTAVENW HELMANDOLLARMEGAN PARCEL341 15805FREMONTAVENW LAUGHRIDGETRENTD PARCEL3103364FREMONTCIRNWBACHMANNJAMIELYNN PARCEL311 3384FREMONTCIRNW O'HALLORANBARBARAJO SEANP PARCEL359 15842ISLANDVIEWRDNW PIERCEMARTINT PARCEL31315820FREMONTAVENW BLONIGENNORBERTA PARCEL342 15787FREMONTAVENW DUBOISJOE PARCEL343 15771FREMONTAVENW GEYENDAREN PARCEL314 15800FREMONTAVENW KLINEJAYNEL PARCEL315 15784FREMONTAVENW MUEHLHAUSERBRETTA PARCEL355 15774ISLANDVIEWRDNW HORRACHWILLIAM MARTA PARCEL344 15759FREMONTAVENW BLOOMQUISTPATRICKJ SHAWNA PARCEL316 15770FREMONTAVENW STEINRANDY PARCE L372 15956ISLANDVIEW RD NW GEILJO ELD JEAN E PARCEL360 15852ISLANDVIEWRDNW BEISWENGERDONALD ROBERTA PARCEL358 15828ISLANDVIEWRDNW KLINEJAMESW CYNTHIAA PARCEL357 15800ISLANDVIEWRD ROLEFFMAXR PARCEL356 15786ISLANDVIEWRDNW BOESEJOSHUACHRISTOPHERBOESEJESSICALYNN PARCEL 364 15906 ISLAND VIEW RDNW OLSEN JULIE A PARCEL362 15878ISLANDVIEWRDNW BEAUFOYJEFFERYJ PARCEL297 15990FREMONTAVENW HILLESHIEMJODYA PARCEL298 15978FREMONTAVENW CAMERONDANIELA PARCEL 301 3345 FREMONTSTNW AALAND NICHOLASS PARCEL299 15960FREMONTAVENW HAYESPATRICKWSHELLYM PARCEL102 16015NORTHWOODRD N W VIGKRISTIN PARCEL103 16013NORTHWOODRDNW THIBAULTMICHAELD RHONDALTHIBAULT H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BENE FIT AP PR AISAL d w g 8/ 4 2 02 5 1 0 2 5 06 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 18: Assessable Parcels Map August 2025 FEETSCALE 0 100 200 HORZ. R NOR T H W O O D R D N W NORTHWOOD RD NW FREMONT AVENW ISLAN D VIE W C I R N W ISLANDVIEWRDNW ISLAN D CIR N W FREMONT STNW FREMONT CIR NW C R Y ST A L CIR N W LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY 2028 RECONSTRUCTION ASSESSABLE PROPERTY PARCEL151 3575 CRYSTAL BAYLN NW LARRYA RACHELLE KALLEVIGFAMILY TRUST PARCEL152 3585CRYSTALBAYLN NW LORIA MANDERS REVOCABLETRUST PARCEL153 3589 CRYSTALBAYLNNW SCHEELTHOMAS W PARCEL154 3607 CRYSTAL BAYLN N W KUYPER SCOTT PARCEL155 3611CRYSTALBAYLN NW OLSON NEALV PARCEL 156 3629 CRYSTAL BAYLNNW CARINLTHO MAS DECLARATION OF TRUST P ARCEL157 3633 CRYSTALBAY LN NW POLSTERJEFF ELLA PARCEL159 36 51CRYSTALBAY LN NW KAMRATH GARY R PA RCEL158 3647CRYSTALBAY LNNW LEJEUNE JASON PARCEL160 3586CRYSTALBAYLNNW OLSONFAMILYTRUST 4646DAKOTA STSEPRIORLAKECITYOF CITY MANAGER PARCEL 29415820ARTICCIRNWCOURSOLLENATASHAK PARCEL150 3571 CRYSTAL BAYLNNW DUMKEBRUCE GEORGE PARCEL161 3582CRYSTALBAYLNNW ANDERSON CHERYL PARCEL354 15764ISLANDVIEWRD REITMEIERKEVINM PARCEL345 15741FREMONTAVENW TRONDSONSHANER PARCEL13915745ISLANDVIEWRDNWFERGUSONRONW PARCEL317 3445CRYSTALCIRNW SWANSONDENNIS PARCEL346 15723FREMONTAVENW BROWNTROYM RHONDAC PARCEL140 15733ISLANDVIEWRDNW BEHRENDTMICHAEL PARCEL318 3435 CRYSTALCIRNW TREA DWELLLAURA PARCEL353 15750ISLAND VIEW RDNW SOLARZKEVIN PARCEL347 15705FREMONTAVENW PINTMARVING JUDITHL PARCEL141 15721ISLANDVIEWRDNW GIGSTEADDANIELELMAN PARCEL352 15738ISLANDVIEWRDNW THOMPSONDAVID CARRIEMROSS PARCEL322 3450CRYSTALCIRNW SCHLIEPBRUCED ELIZABETH PARCEL 319 3425 CRYSTALCIRNW PRIORLAKECITYOF CITYMANAGER PARCEL348 15687FREMONTAVENW JOHNSONTRENT PARCEL351 15702ISLANDVIEWRDNW ARLTJOHNP PARCEL323 15710FREMONTAVENW SEIBERLICHSCOTT PARCEL349 15669FREMONTAVENW SIMONDIANAK PARCEL 142 15707 ISLAND VIEW RDNW REICHERT PETER B PARCEL320 3430CRYSTALCIRNW BRAGGMICHAELS PARCEL350 15645FREMONTAVENW LUEDKESTEVENA PARCEL143 15695ISLAND VIEW RDNW EVENSON BRADLEY MATTHE W PARCEL 3213440CRYSTALCIRNWHOFFMANROBERTJIII PARCEL324 15690FREMONTAVENW SCHMITZWILLIAMJ SUSANJ PARCEL 144 15683ISLAND VIEWR DNW FIELDDANIELE PARCEL325 15672FREMONTAVENW SLATER MATTHEW SLATERSARAH PARCEL326 15654FREMONTAVENW MORTONDANIELJ PAR CEL 145 15673ISLANDVIEWR DN W KORSTADCANDICE K PARCEL327 15636FREMONTAVENW FINKENAURSTEPHENP JODYL PARCEL328 15616FREMONT AVENW BERGER SUZANNE M PARCEL146 15702ISLANDVIEWRDNW ISLANDVIEW5THADDNASSN PETERWHATLEY PARCEL 14715567FREMONTAVE NWNELSONMARKDLAURAL PARCEL 14815549FREMONTAVE NWPENNEJONATHANE PARCEL14915531FREMONTAVENWCONROYMICHAELJ PARCEL350HWY212E CRYSTAL BAYTOWNHOMES ASSOC & %212DEVGROUP PARCEL135 15809ISLANDVIEWRDNW GRABSKIBENJAMINW PARCEL136 15789ISLANDVIEWRDNW GARDINERCHARLESIII GARDINERJESSICA PARCEL137 15769ISLANDVIEWRDNW GROHBRIANL LINDAA PARCEL138 15757ISLANDVIEWRDNW HELMBACHERKEITHM PARCEL340 PARCEL341 15805FREMONTAVENW LAUGHRIDGETRENTD 3384FREMONTCIRNW O'HALLORANBARBARAJO SEANP PARCEL359 15842ISLANDVIEWRDNW PIERCEMARTINT PARCEL313 15820FREMONTAVENW BLONIGENNORBERTA PARCEL342 15787FREMONTAVENW DUBOISJOE PARCEL343 15771FREMONTAVENW GEYENDAREN PARCEL314 15800FREMONTAVENW KLINEJAYNEL PARCEL315 15784FREMONTAVENW MUEHLHAUSERBRETTA PARCEL355 15774ISLANDVIEWRDNW HORRACHWILLIAM MARTA PARCEL344 15759FREMONTAVENW BLOOMQUISTPATRICKJ SHAWNA PARCEL316 15770FREMONTAVENW STEINRANDY PARCEL358 15828ISLANDVIEWRDNW KLINEJAMESW CYNTHIAA PARCEL357 15800ISLANDVIEWRD ROLEFFMAXR PARCEL356 15786ISLANDVIEWRDNW BOESEJOSHUACHRISTOPHER BOESEJESSICALYNN PARCEL 16154 MAINAVESESTE110D WENSM ANN REALTY PARCE L 329 3358 GLYNWATER TRLNW PRIOR LAKE CITYOF CITYMANAGER H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BENE FIT AP PR AISAL d w g 8/ 4 2 02 5 1 0 2 5 26 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 19: Assessable Parcels Map August 2025 FEETSCALE 0 100 200 HORZ. R FRE M O N T AV E N W C RY STAL CIR N W ISLA N D VIE W R D N W 154TH ST NW LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY 2028 RECONSTRUCTION ASSESSABLE PROPERTY Submitted by: Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337 P: 952-809-0509 Northwood Road Area Street & Utility Improvements Feasibility Report City of Prior Lake August 2025 Prepared by: Bolton & Menk, Inc. Certification Northwood Road Area Street & Utility Improvements 24X.135829 Certification Feasibility Report For Northwood Road Area Street & Utility Improvements City of Prior Lake Prior Lake, Minnesota City Project No. 2026-01 BMI Project No. 24X.135829 August 12, 2025 PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: Typed or Printed Name: Brad Fisher, P.E. Date: 08/12/2025 License Number: 56595 Prepared by: Bolton & Menk, Inc. Table of Contents Northwood Road Area Street & Utility Improvements 24X.135829 Table of Contents I. INTRODUCTION ..................................................................................................................................... 1 II. BACKGROUND ....................................................................................................................................... 2 III. EXISTING CONDITIONS ......................................................................................................................... 3 Streets ........................................................................................................................................... 3 Pedestrian Facilities ...................................................................................................................... 4 Storm Sewer ................................................................................................................................. 5 Sanitary Sewer .............................................................................................................................. 5 Watermain .................................................................................................................................... 5 IV. PROPOSED IMPROVEMENTS ................................................................................................................ 6 Streets ........................................................................................................................................... 6 Pedestrian Facilities ...................................................................................................................... 7 Storm Sewer ................................................................................................................................. 8 Stormwater Management .......................................................................................................... 10 Sanitary Sewer ............................................................................................................................ 10 Watermain .................................................................................................................................. 12 Project Phasing ........................................................................................................................... 13 V. STAKEHOLDER COORDINATION .......................................................................................................... 14 Private Utilities ........................................................................................................................... 14 Public Engagement ..................................................................................................................... 14 VI. RIGHT-OF-WAY, EASEMENTS, AND PERMITS ..................................................................................... 15 VII. ESTIMATED COSTS ......................................................................................................................... 16 VIII. FUNDING & ASSESSMENTS ............................................................................................................ 17 IX. PROJECT SCHEDULE ............................................................................................................................ 19 X. CONCLUSION....................................................................................................................................... 20 Tables Table 1 – Existing Streets .............................................................................................................................. 4 Table 2 – Estimated Base Project Costs ...................................................................................................... 16 Table 3 – Estimated Alternate Project Costs .............................................................................................. 16 Table 4 – Estimated Financing Breakdown ................................................................................................. 18 Prepared by: Bolton & Menk, Inc. Table of Contents Northwood Road Area Street & Utility Improvements 24X.135829 Appendix Appendix A: Figures Appendix B: Preliminary Cost Estimate Appendix C: Preliminary Assessment Roll Appendix D: Neighborhood Meetings Appendix E: Geotechnical Report Prepared by: Bolton & Menk, Inc. INTRODUCTION Northwood Road Area Street & Utility Improvements 24X.135829 Page 1 I. INTRODUCTION The Prior Lake City Council adopted Resolution 24-081 on August 14, 2024 which ordered the preparation of a Feasibility Report for the 2026-2027 Pavement Management Project. This report will examine public infrastructure improvements for the Northwood Road Area that borders the west side of Upper Prior Lake between Spring Lake Road SW (County Road 12) and 154th Street NW (County Road 82). The following public streets are proposed for improvements: Northwood Road NW from Spring Lake Road SW (CR 12) to Island View Road NW Butternut Circle NW Linden Circle NW Knollridge Drive NW Knollridge Court NW Viewcrest Circle NW Hawk Ridge Court NW Hawk Ridge Road NW Visionary Heights Circle NW Tahinka Court NW Tahinka Place NW Lake Haven Court NW Shady Cove Point NW Lake Bluff Circle NW Fremont Avenue NW from Northwood Road NW to 154th Street NW (CR 82) Fremont Street NW Fremont Circle NW Crystal Circle NW Island View Road NW Island View Circle NW Island Circle NW See Figure 1 in Appendix A for a map of the proposed project locations. This report reviews the existing conditions in the project area and discusses, in detail, the proposed improvements. The proposed improvements evaluated consist of complete street and utility reconstruction (including watermain, sanitary sewer, and storm sewer), street rehabilitations via reclamation or milling and overlaying with spot utility improvements, pedestrian facility additions, stormwater management, and lift station improvements. This report also provides preliminary cost estimates for the proposed improvements with financing for the project coming from a combination of the City’s general tax levy, special assessments, and the City’s sewer, stormwater, and water utility funds. Prepared by: Bolton & Menk, Inc. BACKGROUND Northwood Road Area Street & Utility Improvements 24X.135829 Page 2 Two public open houses were held throughout the project development process providing property owners and the general public an opportunity to provide their feedback on the proposed project improvements. Additionally, open online forums were available to the public on the project website in conjunction with each open house to provide additional opportunities for public feedback to those that may not have been able to attend the open house(s) in-person. After each public meeting, the proposed preliminary design was revised to incorporate the feedback received. A summary of the public feedback received from the first open house meeting is included in Appendix D. If the City decides to proceed with the proposed street and utility improvements described in this report, it is anticipated that final design would be split into two separate construction projects, a 2026 project and a 2027 project, that would be bid separately according to their corresponding construction year. A detailed project schedule for the proposed improvement is identified later in this report. II. BACKGROUND The City of Prior Lake’s 2025-2029 Capital Improvement Program (CIP) identifies the Northwood Road Area Street & Utility Improvements for construction in two phases in 2026 and 2027. The City of Prior Lake’s 2040 Comprehensive Plan, 2040 Park & Trail System Plan, Local Surface Water Management Plan, Stormwater Resilience Study, and Special Assessment Policy were all taken into consideration while developing this report. This report will be used as the basis for the final design of the two projects. The project area is primarily zoned for single-family residential with a small area of park/ recreation/preserve towards the south end of the project area. The majority of the streets throughout the project area are local roads. The one exception is Northwood Road NW from Spring Lake Road SW (CR12) to Fremont Avenue NW and Fremont Avenue NW from Northwood Road NW to 154th Street NW (CR 82) which collectively makeup a minor collector roadway by functional classification serving the neighborhood. This stretch of roadway is also identified as a Municipal State Aid Street (MSAS route 109), however, the City has indicated they do not plan to utilize State Aid funding as part of this project. Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS Northwood Road Area Street & Utility Improvements 24X.135829 Page 3 III. EXISTING CONDITIONS Streets Northwood Road NW from CR 12 to Fremont Avenue NW and Fremont Avenue NW from Northwood Road NW to CR 82 is a minor collector roadway for the neighborhood that also directly provides access to residential properties. This stretch of roadway has an Annual Average Daily Traffic (AADT) of in excess of 3,000 at the high end. All other streets in the project area are local municipal roads that serve residential properties. The streets within the project area are all bituminous roads with varying curb treatments. There are concrete valley gutters at the intersections of Northwood Road & Knollridge Drive, Northwood Road Viewcrest Circle, Northwood Road & Hawk Ridge Road, Northwood Road & Lake Haven Court, Northwood Road & Shady Cove Point, Northwood Road & Lake Bluff Circle, Fremont Avenue & Fremont Street, and Fremont Avenue & Fremont Circle. City records show Northwood Road, Fremont Ave, all surrounding streets to the east, and the majority of the cul-de-sacs to the west were originally constructed generally between the late-1970’s and the mid-1980’s. The very east end of Hawk Ridge Road, the very east end of Knollridge Drive, and Viewcrest Circle were constructed in the late-1990’s with the rest of that development to the west being constructed in the mid-2000’s. The streets have had varying levels of pavement maintenance in the years since original construction, varying from just seal coats all the way to full reconstruction. Soil borings and pavement cores were completed throughout the project area by WSB and the geotechnical evaluation report resulting from the collected data is included in Appendix E. The existing bituminous pavement thickness ranges from 4 to 8 inches with an aggregate base thickness range from 4 to 10 inches. Existing subgrade soils found beneath the aggregate base are predominantly clayey sands. Existing street widths vary from 24-ft to 36-ft and the corresponding right-of-way (ROW) widths are similarly variable. The streets throughout the project area are in varying conditions based on the time since original construction/most recent reconstruction, ongoing maintenance, traffic volumes, and a multitude of other factors impacting pavement deterioration. Table 1 below provides a summary of each street’s characteristics and Overall Condition Index (OCI) of the pavements. Street widths are measured from face-of-curb to face-of-curb, or edge of pavement to edge of pavement if there is no existing curb. The average OCI ratings of the street pavements in the project area are variable and generally reflective of the pavement age. The bituminous pavement within the study area exhibits wear and distress due to traffic loading as well as typical weathering effects experienced with aged asphalt pavement. The existing pavement contains transverse cracking, and longitudinal cracking. Most of the older pavements is also showing significant alligator-type cracking which is an indicator of potential subgrade problems. There are two existing retaining walls on the project. The first wall is adjacent to 16511 & 16525 Northwood Road. The wall is approximately 135-ft in length and is located about 3-ft behind the back of the curb. The second wall is on Northwood Road adjacent to 15995 Fremont Avenue. The wall is approximately 60-ft in length and is located about 3-ft behind the back of the curb. Both walls are constructed of typical small retaining wall blocks with a block cap. Existing street lights are sporadically located throughout the project area, which are leased through the two electric service providers. Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS Northwood Road Area Street & Utility Improvements 24X.135829 Page 4 Pedestrian Facilities Existing sidewalks are located on the east side of Northwood Road from CR 12 to Butternut Circle. A midblock crosswalk shifts the sidewalk to the west side of Northwood Road from Butternut Circle to the intersection of Fremont Avenue and Northwood Road where it dead ends. There are also existing sidewalks on the south side of Knollridge Drive, the north side of Hawk Ridge Court, the east/south side of Hawk Ridge Road from Knollridge Drive to the park trail crossing east of Tahinka Court, and on the north side of Hawk Ridge Road from the park trail crossing east of Tahinka Court to Northwood Road. Table 1 – Existing Streets Street Name Street Width Typical ROW Width Curb Type Avg. OCI Rating Northwood Road NW CR12 to Lake Haven) 28-ft 60-ft B618 21 Northwood Road NW Lake Haven to Fremont) 32-ft 66-ft B618 21 Northwood Road NW Fremont to Island View) 24-ft 50-ft B618 75 Fremont Avenue NW Northwood to Crystal Bay) 36-ft 60-ft Surmountable 63 Fremont Avenue NW Crystal Bay to CR82) 32-ft 80-ft B618 75 Butternut Circle NW 30-ft 50-ft N/A 63 Linden Circle NW 18-ft 20-ft to 30-ft Surmountable 56 Knollridge Drive NW East End) 28-ft 60-ft Surmountable 39 Knollridge Drive NW 28-ft 55-ft Surmountable 74 Knollridge Court NW 28-ft 50-ft Surmountable 75 Hawk Ridge Road NW East End) 28-ft 50-ft Surmountable 31 Hawk Ridge Road NW 28-ft 60-ft Surmountable 76 Hawk Ridge Court NW 28-ft 55-ft Surmountable 70 Tahinka Court NW 28-ft 50-ft Surmountable 76 Tahinka Place NW 28-ft 50-ft Surmountable 76 Visionary Heights Circle NW 28-ft 50-ft Surmountable 68 Viewcrest Circle NW 28-ft 70-ft Surmountable 16 Lake Haven Court NW 28-ft 50-ft Surmountable 65 Shady Cove Point NW 28-ft 50-ft Surmountable 55 Lake Bluff Circle NW 28-ft 50-ft Surmountable 71 Fremont Street NW 30-ft 60-ft Surmountable 31 Fremont Circle NW 30-ft 50-ft Surmountable 43 Crystal Circle NW 30-ft 50-ft Surmountable 34 Island View Road NW North End) 30-ft 60-ft Surmountable 55 Island View Road NW 30-ft 60-ft N/A 21 Island View Circle NW 24-ft to 30- ft 50-ft N/A 61 Island Circle NW 30-ft 50-ft Surmountable 27 Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS Northwood Road Area Street & Utility Improvements 24X.135829 Page 5 There is an existing bituminous trail system in and around the Knollridge Drive/Hawk Ridge Road area that connects to Northwood Meadows Park and to Spring Lake Regional Park. There is also a small segment of existing bituminous trail on the west side of Fremont Avenue from CR 82 to Crystal Bay Lane NW, which connects into the greater trail system through Glynwater Park. Storm Sewer City records show that the storm sewer systems within the project area were installed with the original construction or reconstruction of the streets. Most of the storm sewer throughout the project area consists of catch basins with storm sewer pipe that directly outlets into ditches, ponds, or the lake. For the most part, they do not have storm sewer mains that connect the catch basin inlet areas together. The exception to this is The Coves of Northwood Meadows development (which includes Knollridge, Hawk Ridge, and the connecting cul-de-sacs) which has a more elaborate storm sewer system, including storm sewer mains and outlets to stormwater management ponds surrounding the development. There are a couple of culverts that connect pond systems and wetlands to Upper Prior Lake that help to manage water levels as well. It appears that the majority of the existing storm sewer throughout the project area is constructed of reinforced concrete pipe (RCP). Sanitary Sewer City records show that the sanitary sewer systems within the project area were installed with the original construction or reconstruction of the streets. The older sanitary sewer is constructed of vitrified clay pipe (VCP) while the newer sanitary sewer is constructed of polyvinyl chloride pipe (PVC). The existing condition of the sanitary sewer system was documented by televising of the sewer main. The PVC sanitary sewer is generally in good condition while the VCP sanitary sewer is in varying condition from poor to adequate depending on the exact location. Televising revealed the presence of cracked pipes, offset joints, pipe sags, and groundwater infiltration at joints within some of the VCP sewer segments. The groundwater infiltration adds to the volume of wastewater being treated and subsequently the wastewater treatment costs. Service laterals to individual homes are not well documented within the project areas but are generally anticipated to be 4-inch diameter services. The sanitary sewer generally runs along the center of the roadways, with the exception of along Northwood Road and Island View Circle where the majority of the sanitary sewer runs along the lake through backyards or in the boulevard on the west side of the street. The overall project area also includes three lift stations with forcemain to manage the gravity sanitary sewer in the area. The lift station and forcemain located on Fremont Avenue, just north of Island View Road was recently rehabilitated and is in good condition. The lift station and forcemain located on Northwood Road, east of Fremont Avenue (LS 26) was constructed in 1979 with the last rehabilitation occurring in 2007 and are both in need of improvements. The lift station and forcemain located on Northwood Road, just southwest of Butternut Circle (LS 25) was constructed in 1979 with the last rehabilitation occurring in 2006 and pump replacement in 2023 but other than the pumps, both the lift station and the forcemain are in need of improvements. Watermain City records show that the watermain system within the project area was installed with the original construction or reconstruction of the streets. The watermains are constructed of either cast iron pipe (CIP) or ductile iron pipe (DIP) and varies in size from 6-inch diameter up to 12-inch diameter. The watermain generally runs within the footprint of the roadways, Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 6 with the exception of a stretch along Northwood Road from Linden Circle to east of Fremont Avenue where the watermain runs along the backyards of properties. City staff have communicated the locations of documented watermain breaks within the project area which generally align with the older segments of watermain which would be anticipated to be in a poor condition. Limited watermain breaks have been identified with the newer segments of watermain indicating they are still in good condition. Service lines within the project are not well documented but are anticipated to be 1-inch diameter to individual homes. IV. PROPOSED IMPROVEMENTS Streets Based on roadway age, surface deterioration, sub-soils, and the need for utility improvements, a variety of street improvement treatments are proposed throughout the proposed project area. Streets still in a reasonably decent condition without the need for utility replacements will receive a mill and overlay. Streets in a deficient condition with reasonable base materials and without the need for significant utility replacements will receive a reclamation and overlay. Streets in poor condition and/or those requiring significant utility replacements will receive a complete reconstruction. See Figure 2 in Appendix A for the street improvement classification map which identifies the proposed improvement type for each street. The roadways will all generally match existing street widths and on-street parking conditions, with the exception of Fremont Avenue from Northwood Road to Island View Road, which is detailed more in the Pedestrian Facilities section. Streets identified for mill and overlay will, in general, include rehabilitation of the existing street pavement by milling off the top (approximately 2-inch) layer of existing pavement and re-paving with new (approximately 2-inch) bituminous pavement after installation of a Texas Underseal” on top of the remaining base pavement, which is a sealant that helps to delay reflective cracking. This process will include considerations to re-instate the crown of the roadway if there are areas of deficient crown. No street light improvements are proposed in mill and overlay project areas. Streets identified for reclamation and overlay will, in general, include rehabilitation of the existing street pavement by grinding up the existing pavement and mixing it with the underlying gravel street base to create a new recycled aggregate base that will be reused in the new street section. This reclaim material is then reshaped, graded, compacted, and excess material hauled offsite before re-paving with two lifts of new (approximately 4- inches total) bituminous pavement. No street light improvements are proposed in reclamation project areas. Streets identified for reconstruction will, in general, include the complete replacement of all surface pavements and subsurface public utilities. All reconstructed streets will be constructed to an urban section to improve safety and drainage throughout the corridor. B618 style concrete curb and gutter is proposed on each side of the street to meet current city standards, improve drainage, and support the edge of pavement. The exception to this is utilization of a surmountable style concrete curb and gutter along a stretch of the north side of Island View Circle and on the inside circle of the Butternut Circle cul-de-sac to allow for trailer parking. The roadways will be reconstructed to a 10-ton design load standard with horizontal and vertical geometry generally matching the existing with design standards for a 30 mile per hour design speed. Based on the geotechnical recommendations and minimum Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 7 city standards, the proposed reconstruction street section will include: 4” Bituminous Wearing Course (two lifts) 6” Class 5 Aggregate Base 24” Select Granular Embankment Geotextile Fabric, Type 9 Subsurface drain tile will be installed at the bottom of the street sections, under the curb line, to help ensure the new roadway sections will remain free draining. This helps reduce stress on pavement from freeze thaw action. During construction, if areas of poor soil are encountered, additional subgrade excavation and replacement will be required. Concrete driveway aprons meeting city standard will be installed at the back of curb where sidewalk exists and at other select locations to be determined during final design. Driveway aprons will be poured directly up to specialty driveway materials (stamped concrete, colored concrete, etc.), where possible. Otherwise, driveways will be replaced beyond the driveway apron, or sidewalk if applicable, with materials matching the existing driveway. All disturbed boulevard areas will be restored with topsoil and new sod or seed. The two modular block retaining walls within the reconstruction project areas will be replaced with new “big block” retaining walls, meeting current city standards. Street lights along the reconstruction streets will be upgraded to the current design standard located at all intersections, the end of cul- de-sacs, and every 300-ft between, in accordance with the City’s Residential Street Lighting Policy. Costs for the new street lights will be under a separate contract directly with the appropriate electric utility provider and is not included in the preliminary cost estimate. It should be noted that Northwood Road and Fremont Avenue from CR 12 to CR 82 is a minor collector roadway and city standards for a minor collector street width is identified as 36-feet. Widening of the narrower stretches to meet this standard was evaluated and a number of issues were identified. The primary function of minor collectors is to provide routes to travel to and from, or passing through, a neighborhood. Common practices today would not provide residential accesses directly to a collector roadway due to safety concerns and conflicts with the primary function of the roadway. Given the existing conditions, this cannot be avoided and conflicts arise when there are concerns between traffic volumes, speeds, and pedestrian safety. The City’s Transportation Plan recommends considering traffic calming measures, such as street narrowing, where excessive speeds pose a safety problem. Ultimately, speed concerns along the corridor, the number of driveways with direct access to the road, and the adverse impacts to driveway grades led to the decision to maintain the existing width, which is narrower than the standard. There are also a few specific improvements identified throughout the project areas, regardless of improvement type that were considered during the preliminary design. Based on the existing speed concerns on Northwood Road and Fremont Avenue from CR 12 to CR 82, four hard-wired speed feedback signs are proposed for implementation into the project design. Fremont Street NW is identified as a "Future Thru Street" so it is proposed to add a No Outlet” sign with the name blade signs at the entrance to Fremont Street. It has also been identified that there are a significant number of turtle crossings within the project area, primarily crossing from the pond/wetland area on the west side of Northwood Road, just north of Center Road, to get to Upper Prior Lake. To avoid conflicts with vehicles, a fence will be installed along the pond area to direct turtles to the culvert that crosses under the road to provide a controlled, safe crossing to the lake. Pedestrian Facilities Streets identified for mill and overlay and reclamation will, in general, include spot Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 8 replacement of existing concrete sidewalks and asphalt trails to correct settled/heaved or severely cracked/deteriorated segments that inhibit proper operation. Existing pedestrian facilities will also include replacement of all pedestrian ramps to upgrade to current ADA standards. Streets identified for reconstruction will include full replacement of all existing pedestrian facilities in kind. Minor changes to the alignments will be considered to produce a better design from a safety and operation standpoint but all existing facilities will remain on the same side of the street. Improvements to the mid-block crossing of Northwood Road at Butternut Circle were evaluated during the preliminary design of the project. The City Transportation Plan identifies bumpouts, or curb extensions, as an option at these locations to shorten the crossing distance and help reduce vehicle speeds, however, the roadway width is already at 28-feet which leaves very little room for further constriction, making a bumpout at this location impractical. New signage identifying the pedestrian crossing, both at the crossing location and advanced warning signs, will be included for replacement as part of the design. Tree trimming will also be evaluated during final design to improve sight lines between vehicles and pedestrians. A Rectangular Rapid Flashing Beacon (RRFB) is a further improvement that could be implemented if desired, however, pedestrian traffic does not appear to warrant this level of improvement at this location based on currently available information. Additionally, the City’s 2040 Park & Trail System Plan identifies a gap in the system along Fremont Avenue from Northwood Road to Crystal Bay Lane. Adding a new concrete sidewalk along this stretch would make the most sense on the west side of Fremont Avenue as it would easily connect to an existing sidewalk on the west side of Northwood Road to the south and an existing trail on the west side of Fremont Avenue to the north. Upon initial evaluation, addition of a new sidewalk on this stretch was not feasible within the existing footprint as it caused a significant increase to many of the driveways that are outside of reasonable design standards. As a result, Fremont Avenue from Northwood Road to Island View Road is proposed to be narrowed to a 30-foot width. This will allow for a new sidewalk on the west side of Fremont Avenue, while maintaining driveway grades within reasonable design standards. The existing street width is proposed to be maintained from Island View Road to Crystal Bay Lane as there seems to be enough room to accommodate the new sidewalk along that stretch. The narrowed section of roadway will eliminate on-street parking on the west side of the roadway and will require replacement of the entire length of curb on the west side of the road to accommodate. See Figure 12 in Appendix A for the proposed new sidewalk plan along Fremont Avenue from Northwood Road to Island View Road. Storm Sewer Streets identified for mill and overlay and reclamation will, in general, include minor spot utility repairs in isolated areas. All manhole castings will be replaced and adjusted with replacement of all deficient rings to meet the new pavement improvements. Catch basin castings within the curb footprint will remain in place, unless a specific repair need is identified. Streets identified for reconstruction will include near full replacement of the storm sewer system. Some existing culverts and/or outlet aprons in good condition that won’t be impacted by the rest of the construction operations will remain in place. Incorporation of new storm sewer will be required to serve the streets transitioning from rural to urban street sections. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 9 To identify the proposed storm sewer improvements within the reconstruction areas, the existing storm sewer pipe network was analyzed based on hydraulic performance and spread analysis, which involves determining how much water flows in the gutter and how much water will spread onto the roadway during a storm event. Northwood Road is a State Aid route from County Road 12 to the intersection with Fremont Avenue, and along Fremont Avenue from the intersection with Northwood Road to County Road 82. The pipe capacity was analyzed using a 10-year storm event and the spread analysis using a 3-year storm event. The reconstructed streets that are not part of the State Aid system were analyzed for 10-year pipe capacity and a 2-year spread design. Five (5) storm sewer options were considered for implementation on the Northwood Road area reconstruction project: Option 1 - Replace In-Kind: This option would not change the existing storm sewer layout and would not add any new catch basins or increase pipe sizes. An analysis of the existing system found 16 catch basins to exceed the spread requirements and several runs of pipe to be surcharged during a 10-year event. Option 2: This option would replace the existing storm sewer system with new storm pipe and drainage structures. Additional catch basins would be installed and pipe size deficiencies addressed, as necessary. From Shady Cove Point NW to the north along Northwood Road to Fremont Avenue there is over 1,100-feet of roadway that does not have any storm sewer. Two pairs of catch basins and a new storm sewer pipe would be added along this stretch of road to meet State Aid standards. A new outlet would be installed between the homes on the east side of Northwood Road, which would discharge into Prior Lake. A wider drainage and utility easement would be required from the homeowners for the outlet pipe for this to be a viable option. State Aid standards would be met along Northwood Road from County Road 12 to Fremont Avenue NW. The rural road sections to be reconstructed would have concrete curb and gutter added and use a 10-year pipe design and a 2-year analysis for street water spread. Sump manholes with a skimming device will be installed at all structures prior to discharging into the lake to aid in the removal of sediment. Option 3: This option would be similar to Option 2, except instead of installing a new outlet pipe to the east of Northwood Road, the new mainline storm sewer would be extended north to Fremont Avenue, turn east on Northwood Road, and connect to the existing 18- inch outlet pipe at the low point that drains south into Upper Prior Lake. Modeling indicates this pipe would be surcharged in a 10-year event, meaning the pipe capacity is exceeded, but none of the upstream structures would be surcharged. Option 4: This option would be similar to Option 3. The only difference is that the existing 18-inch storm sewer outlet pipe from Northwood Road to the lake would be replaced with a 21-inch pipe to remove the surcharge from this storm sewer section. The narrow easement between homes that this pipe sits in would make constructability of this option very difficult and costly. Option 5: This option would be similar to Option 3, except it includes the full replacement/addition of storm sewer continuing north on Fremont Avenue from Northwood Road to just north of Island View Road. Additional catch basins and pipe would be added on Fremont Avenue to meet State Aid standards and the storm sewer would outlet near the existing culvert. While possible, this would be the most expensive option and design options would be limited since Fremont Avenue is not proposed for full street reconstruction so the design would need to conform around existing utility installations Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 10 through that corridor. After analyzing the options evaluated, Option 3 addresses the majority of existing issues in a cost-effective manner while minimizing significant impacts to adjacent properties. Therefore, Option 3 is recommended for inclusion in the project and was utilized in putting together the preliminary cost estimate. The culvert outlet under Fremont Avenue, just north of Island View Road was previously identified in the City’s Local Surface Water Management Plan to be undersized and to be frequently blocked. It identifies an upgrade to the culvert in coordination with the Prior Lake Spring Lake Watershed District (PLSLWD) and the Department of Natural Resources (DNR), as needed. This culvert was further evaluated in the Prior Lake Stormwater Resilience Study where WSB identified the necessary improvement to upsize the culvert to a 42-inch diameter RCP culvert which has been incorporated into this project. The culvert outlet of the wetland west of Northwood Road, just south of Linden Circle was previously identified in the City’s Local Surface Water Management Plan as not functioning properly to maintain water levels. Additionally, the PLSLWD had observed carp using the wetland as a possible spawning area. It was identified to have an overflow structure with an improved skimmer installed to better maintain the water level and the installation of a carp grate in cooperation with the PLSLWD. The carp grate was confirmed to be installed in 2021. This location will be further analyzed during final design utilizing the city’s stormwater model to determine if any further improvements are necessary but none are anticipated nor were included in the preliminary cost estimate. See Figures 3 to 11 in Appendix A for the proposed utility improvements throughout the project areas. Stormwater Management PLSLWD collaborates with Local Governmental Unit (LGU) partners, including the City of Prior Lake, who assume the primary permitting authority within their areas of jurisdiction that are subject to the PLSLWD Rules. The volume control requirement for the municipal separate storm sewer system (MS4) permit requires the greater of 1-inch of runoff over the new impervious area or 0.5-inches of runoff over the new and reconstructed impervious area. The project is anticipated to have approximately 400,000 square feet of new/reconstructed impervious area (exclusive of rehabilitation methods). Therefore, this project will require a volume control quantity of approximately 17,000 cubic feet. Due to the linear nature of the project area which is fully developed, there are very limited to no opportunities for additional stormwater management BMP’s to be installed within existing right-of-way or city-owned property. Also of note is that the north portion of the project area is identified to be within a wellhead protection area and typically infiltration is not allowed in these areas. After discussions with City staff, the stormwater management requirements will be met through a combination of PLSLWD Volume Control Credits accumulated from previous offsite stormwater treatment projects and through the public linear project cost cap. The permit states that volume reduction practices are not required if the practices cannot be provided cost effectively. The water quality volume treatment is to be maximized prior to discharge. The implementation of sump storm structures with a sediment capture device will be implemented prior to ultimate outfalls to maximize water quality treatment within the confines of the project. No additional stormwater management features have been included in the preliminary cost estimate to be incorporated with the final design. Sanitary Sewer Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 11 Streets identified for mill and overlay and reclamation will, in general, only include minor spot utility repairs in isolated areas. All existing manhole rings and castings will be replaced and adjusted with new chimney seals to meet the new pavement grades. Based on the existing sewer pipe age, materials, and televising results, streets identified for full reconstruction will include full replacement of the sanitary sewer. The city’s comprehensive plan shows no planned increase in pipe sizes for the sanitary sewer, however, we will at least ensure the minimum pipe diameter of 8-inches is installed for all sanitary mains to meet city standards. The new sanitary sewer system will be constructed with PVC pipe and precast concrete structures meeting city standard details. All sewer services are proposed for replacement from the new sewer main to the property line with new PVC wyes and 4-inch diameter PVC service pipe for residential properties. The replaced sanitary sewer will be designed to generally follow the centerline of the roadways. This means the segment of sanitary sewer on the west side of Northwood Road that is currently in the boulevard will be realigned to within the street footprint. The segments of sanitary sewer that runs along the lake through backyards along the east side of Northwood Road from Linden Circle to just east of Fremont Avenue cannot feasibly be relocated to within the street while still maintaining gravity service to the houses it serves. Replacement in the same location would be immensely impactful to each of the properties that the easement runs through and very expensive. Therefore, this stretch of sanitary sewer will remain in place with no improvements performed as part of this project. City staff have indicated that they plan to have this stretch of sanitary main Cured-In-Place- Pipe (CIPP) lined as part of their annual sewer lining program in the near future. This is a trenchless method of pipe rehabilitation that is minimally impactful and cost-effective, especially when performed at a large quantities with other segments throughout the city. There are two segments of sanitary sewer along the north side of Northwood Road from Island View Road to LS 26 that are offset in the northern boulevard. Open cut replacement would be very impactful to the adjacent properties and are therefore identified to be CIPP lined instead. This will be bid as part of the project, but if costs come in high, will be excluded and added to a future project with the city’s annual sewer lining program, as noted above. The lift station and associated forcemain located on Fremont Avenue, just north of Island View Road do not have any improvements proposed as part of this project. However, the city identified the need for an expansion to the parking area at the lift station to allow for adequate parking of maintenance trucks. The lift station located on Northwood Road, east of Fremont Avenue (LS 26) is in need of improvements and the associated forcemain is proposed for complete replacement. Proposed improvements to the lift station include, but is not limited to, a new wet well lid and vent pipe, valve vault, 6-inch piping, valve vault drain line, valves, bypass port inside valve vault, pumps, pump bases, guiderails, brackets, pump chains, control panel, floats, transducer, control panel concrete pad, and a wet well repair with a structure coating. City staff also indicated they would like a street light and a hydrant incorporated near the station with the final design. The lift station and forcemain located on Northwood Road, just southwest of Butternut Circle (LS 25) is in need of improvements and the associated forcemain is proposed for complete replacement. The pumps at this lift station are only a couple of years old and are proposed to be reused with the lift station rehabilitation. Proposed improvements to the lift station include, but is not limited to, a new wet well lid and vent pipe, valve vault, 6-inch Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 12 piping, valve vault drain line, valves, bypass port inside valve vault, pump bases, guiderails, brackets, pump chains (assuming 2023 Flygt pumps to be reused), control panel, floats, transducer, control panel concrete pad, and a wet well repair with a structure coating. City staff also indicated they would like a street light and a hydrant incorporated near the station with the final design. This location will also include an expansion to the parking area at the lift station to allow for adequate parking of maintenance trucks. The lift station improvement needs will be further evaluated during final design and these improvements may be separated out and bid as a design alternate to allow for evaluation of the pricing independently before committing to the construction costs. See Figures 3 to 11 in Appendix A for the proposed utility improvements throughout the project areas. Watermain Streets identified for mill and overlay and reclamation will, in general, only include minor spot utility repairs in isolated areas. Existing valve boxes will be adjusted to meet the new pavement final grades and spot replacements of damaged valve boxes identified in the field will be accounted for. Based on the existing watermain pipe age, materials, and size, the proposed improvement for the watermain is full replacement with new PVC pipe. The city’s comprehensive plan shows no planned increase in pipe sizes for the watermain, however, we will at least ensure the minimum pipe diameter of 8-inches is installed for all replaced watermains to meet city standards. The stretch of existing looped 12-inch watermain will be replaced with the same size. All hydrants, valves, and fittings will also be replaced. All water service lines are proposed for replacement from the new watermain to the property line with new 1-inch diameter polyethylene (PE) pipe to individual residences. Curb stops and boxes with incorporated water locate boxes will be installed at the ROW where the new service pipe connects to the existing service pipe. The replaced watermain will be designed to generally follow one side of the roadways while maintaining 10-ft separation from the sewer mains. This means the segment watermain on the west side of Northwood Road that is currently in the boulevard will be realigned to within the street footprint. Additionally, the stretch of watermain along Northwood Road from Linden Circle to east of Fremont Avenue where the watermain runs along the backyards of properties cannot be replaced in the same location without being immensely impactful to each of the properties that the easement runs through and would be very expensive. Therefore, the stretch of watermain within the Northwood Road footprint from Linden Circle to east of Fremont Avenue will also have water services stubbed out to the ROW for each property on the east side of the road. Connection of these new water services to the existing water services in the backyards of each home is possible but would similarly result in adverse impacts to each property’s backyard and would add significant costs to the project. The intent would be to maintain both the backyard watermain and the watermain in the street until the backyard watermain completely fails. Any time a property still connected to the backyard watermain pulls a building permit, the city would require that property to reconnect to the new water service stub coming from the road. While evaluating the watermain throughout the project area, it was identified that the watermain serving Island View Circle continues under the channel in Upper Prior Lake and connects to the watermain on Skyline Avenue, creating a loop in the system. The watermain serving Skyline Avenue was replaced with 8-inch diameter watermain to the cul-de-sac as part of the 2015 Street Reconstruction project. This project will be replacing the watermain Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 13 on Island View Circle with 8-inch diameter watermain which would leave a stretch of 6-inch diameter watermain between the cul-de-sacs/under the lake causing a constriction in the system. To maintain best operation of the watermain system, this segment of watermain should also be upgraded to an 8-inch diameter. After analysis of the options for replacement, it was determined that a combination of horizontal directional drilling (HDD) and pipe bursting would be the least impactful methods of replacement. However, there would still be relatively significant impacts to the properties with the easement through their backyards, including unavoidable tree removals. As proposed, the watermain crossing would be re-aligned and would also require new easements to accommodate along with a DNR Utility Crossing License. Due to the easement and permitting needs, this portion of the project cannot feasibly be designed with all required approvals in time for construction in 2026. Additionally, based on estimated project costs to perform this work relative to the amount budgeted for this project and dissimilar construction processes, it is not recommended to incorporate the watermain lake crossing improvement as part of this project and should be considered for inclusion on the City’s CIP to budget for it as a potential standalone project in the future. See Figures 3 to 11 in Appendix A for the proposed utility improvements throughout the project areas. Project Phasing The project is proposed to be constructed in two phases over 2026 and 2027, under two separate contracts. Streets identified for mill and overlay and reclamation can generally be swapped between each project year relatively easily, due to the limited scope of utility work. However, project pricing would be impacted if small segments of one improvement type were separated out for one year or the other. So, in general, it was advisable to plan for all mill and overlay and/or all reclamation improvements to be completed within the same year. Streets identified for complete reconstruction have limited options for breaking out individual project areas due to the required constructability for utility installations and connections. In totality, there are only four segments where the reconstruction(s) identified within the project area can be separated without adding additional costs to accommodate temporary connections between phases. When identifying how to identify the project phasing, the project team evaluated how to split the project relatively evenly between years, provide somewhat reasonable parking accommodations during construction, provide reasonably efficient access to CR 12 or CR 82 during both construction phases, minimize impacts to street segments that only have one way in and one way out, and protect the new street pavements installed in 2026 from significant construction traffic in 2027. This thought process generally led to the completion of the outer project streets in 2026 and the mainline collector street in 2027. While almost all property owners will still be impacted throughout both construction years, the project team intends to implement requirements within the contract to allow for temporary parking locations during major construction operations, such as concrete installations that keep residents vehicles out of their properties. See Figures 13 in Appendix A for the preliminary project phasing proposed by year. Prepared by: Bolton & Menk, Inc. STAKEHOLDER COORDINATION Northwood Road Area Street & Utility Improvements 24X.135829 Page 14 V. STAKEHOLDER COORDINATION Private Utilities A private utility informational meeting will be held with private utility companies that have facilities within the project area to understand the presence of existing overhead or underground facilities and plans for infrastructure upgrades or relocations during the final design phase of the project. While reviewing the proposed project layouts, it is anticipated that at a minimum, adjustments to private utility lines may be required to accommodate the new sidewalk grades along the west side of Fremont Avenue. Additionally, the project team will meet with the power utility providers within the project area to coordinate the installation of new street lighting throughout the reconstruction project areas, as identified. Public Engagement The first public open house meeting was held with the adjacent property owners on March 5, 2025. The overall project scope and existing conditions were shared to solicit feedback. Additionally, the information was posted to the project website which included an online feedback survey and an interactive inputID map was available for residents to provide digital comments on specific issues, ideas, or general comments. A second public open house meeting was held with adjacent property owners on August 7, 2025. This meeting presented the proposed preliminary design, street improvement classifications, project phasing, project costs, and calculated assessments by type. Additionally, the information was posted to the project website which included a general online feedback feature to provide digital comments. Overall, feedback from residents was positive regarding the proposed project, but several concerns were raised regarding the design. In general, public feedback indicated a desire to maximize parking while improving pedestrian connectivity, the need for drainage improvements, concerns regarding access during construction, and how construction will impact special events, such as graduation parties. A full summary of the public feedback from the first public open house meeting is included in Appendix D. A summary of the public feedback from the second public open house will be included in the public improvement hearing staff report. Given the existing layout of the neighborhood and its proximity to Upper Prior Lake, many of the project streets only have one way in and one way out. This will make access difficult during construction, primarily for those streets being completely reconstructed. Given the proposed improvements and limited space to work with, these access issues are virtually unavoidable. The city could consider reduced working hours during construction operations that inhibit access to lessen the burden on property owners, but that would simply extend the total time that the work occurs. Therefore, it is recommended to include milestones within the contract documents to encourage the contractor to complete these project areas as quickly as possible. It is important that realistic expectations for construction are communicated at all times. The City has been a proponent of investing in enhanced communication and public engagement services for these types of projects. Utilizing these services again on this project to provide regular construction updates on construction progress and access is recommended to help make it a successful project. At times, this may necessitate daily updates, as opposed to more common weekly updates. Prepared by: Bolton & Menk, Inc. RIGHT-OF-WAY, EASEMENTS, AND PERMITS Northwood Road Area Street & Utility Improvements 24X.135829 Page 15 VI. RIGHT-OF-WAY, EASEMENTS, AND PERMITS Right-of-way, easement, and right-of-entry needs will be further evaluated through the final design stage. Based on the preliminary design completed to date, additional right-of-way needs are not anticipated, however, the City may elect to standardize the right-of-way along Linden Circle which is narrow and doesn’t directly follow the roadway. Linden Circle would have outstanding prescriptive right-of-way along the existing roadway which doesn’t necessitate the formal acquisition. Additional easements are anticipated for the proposed new watermain loop alignment under the lake channel connecting Island View Circle to Skyline Avenue, if included in the final project scope, and for the proposed new storm sewer area drain in the low lying area on the east side of Northwood Road located just north of Linden Circle. For various work items, minor encroachment onto private property may be beneficial in order to achieve a better overall quality of work. It is assumed that project staff will discuss these with property owners and obtain right-of-entries on a case-by-case basis. These items include water service and curb box installation, sanitary service installation, retaining wall installation, and driveway connections. A wetland delineation was conducted in the fall of 2024 to confirm the wetland limits within the anticipated construction limits and Notice of Decision (NOD) from the appropriate agencies concurred with the findings of the wetland limits and the currently anticipated impacts resulting in a No Loss condition. Construction is anticipated to have temporary impacts the wetlands in the project area as well as a public waterbody on the Public Waters Inventory (PWI) which will require aquatic resource impact permitting to confirm the preliminary assumptions. As long as the contract is awarded in time to allow for tree clearing between November and April 15th, we are not anticipating significant restrictions to the project’s construction (there just may be timeframes where certain areas cannot be worked on, such as the lake culverts during spring for fish spawning). Final permit needs will be verified during final design. A preliminary list of anticipated permits for construction of the improvements include: Minnesota Pollution Control Agency (NPDES Construction Stormwater Permit) Minnesota Department of Health (Public Watermain Plan Review) PLSLWD Rules via City of Prior Lake review (Stormwater Management, Erosion & Sediment Control, and Floodplain Alteration) US Army Corps of Engineers, Department of Natural Resources, and Local Government Unit MN Joint Application for Aquatic Resource Impacts) o Includes review by the US Fish & Wildlife Service for potential impacts to federally listed threatened and endangered wildlife/plant species o Will also submit for an NHIS review for potential impacts to state listed threatened and endangered wildlife/plant species Department of Natural Resources (Utility Crossing License for watermain crossing under lake) It has been communicated that turtles are known to frequent the project area and improvements should be implemented into the project design to mitigate conflicts with turtles. The proposed preliminary design includes a chain link fence along the pond/wetland area utilized by the turtles, as recommended by the Local Technical Assistance Program (LTAP), to control turtle crossings and direct them to the appropriate culvert crossing locations. This recommendation will be evaluated further during final design for implementation. Prepared by: Bolton & Menk, Inc. ESTIMATED COSTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 16 VII. ESTIMATED COSTS Detailed estimates of probable construction costs have been prepared for the improvements described in this Report and are included in Appendix B. All costs are based on anticipated unit prices for the 2026 construction season. All estimated project costs also include a 10% contingency and 25% allowance for legal, engineering, administrative, and finance costs. Table 2 below is a summary of the estimated project costs for the recommended proposed base project improvements. These cost estimates are based upon public construction cost information. Since the project team has no control over the cost of labor, materials, competitive bidding process, weather conditions, and other factors affecting the cost of construction, all cost estimates are opinions for general information of the client and no warranty or guarantee as to the accuracy of construction cost estimates is made. It is recommended that costs for project financing should be based upon actual, competitive bid prices with reasonable contingencies. Table 2 – Estimated Base Project Costs Proposed Improvements Reconstruction 2026) Reconstruction 2027) Reclamation 2026) Mill & Overlay 2026) Total Project Costs Streets $3,352,000 $5,447,000 $1,691,000 $1,166,000 $11,656,000 Storm Sewer $211,000 $874,000 $33,000 $120,000 $1,238,000 Sanitary Sewer $676,000 $2,453,000 $54,000 $72,000 $3,255,000 Watermain $1,065,000 $2,668,000 $5,000 $5,000 $3,743,000 Total Project Costs $5,304,000 $11,442,000 $1,783,000 $1,363,000 $19,892,000 Two design alternates were evaluated as part of the preliminary design. The first is for the potential CIPP lining of the sanitary sewer located along the north side of Northwood Road near Island View Road. The second is for the potential watermain replacement under Upper Prior Lake from Island View Circle to Skyline Avenue. A summary of the estimated project costs associated with each of the design alternates is presented in Table 3 below. It is recommended to include Alternate 1 with the final design but to remove Alternate 2 from the final design scope of work due to the unanticipated project costs that can be better budgeted for in the future. Table 3 – Estimated Alternate Project Costs Proposed Improvements Alternate 1 - Northwood Sanitary Lining Alternate 2 - Lake Watermain Crossing Total Project Costs Sanitary Sewer $55,000 $0 $55,000 Watermain $0 $390,000 $390,000 Prepared by: Bolton & Menk, Inc. FUNDING & ASSESSMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 17 VIII. FUNDING & ASSESSMENTS The project will follow the 429 statutory process to levy special assessments from benefiting properties, in accordance with the City of Prior Lake’s Special Assessment Policy. The City’s assessment policy identifies for public improvements, reconstructions will be assessed at 40% of the street costs, reclamations will be assessed at 40% of the street costs, and mill & overlays will be assessed at the rate adopted in the current Fee Schedule. Reconstruction and Reclamation assessments are to be paid over a 10-year period, while Mill & Overlay assessments are to be paid over a 5-year period. The interest rate for the assessments is determined by adding 2.0% to the net interest cost of the most recent bond issue sold by the City. Property owners have four options available regarding the payment of the special assessment, after adoption by the City Council: Prepay with No Interest - Pay the special assessment in full to the City until November of the assessed calendar year, with no interest. The specific date will be identified at the Special Assessment Public Hearing. Partial Payment - Pay a portion of the special assessment to the City until November of the assessed calendar year, with no interest. The specific date will be identified at the Special Assessment Public Hearing. Any remaining special assessment balance will be certified to Scott County with the identified annual interest rate for inclusion on your property tax installments. Certify to Your Property Taxes – Special assessment amounts not prepaid in full or partially by November of the assessed calendar year will be certified to Scott County with the identified annual interest rate for inclusion on your property tax installments. The specific date will be identified at the Special Assessment Public Hearing. Payment Deferral - Apply for a payment deferral if the individual meets the age and income criteria set out in City Ordinance 111. Assessments are calculated based on residential equivalent units (REUs). The number of REUs per property is determined based on the maximum dwelling units for the property multiplied by the applicable property type factor. The factor for single-family properties is 1.0 and the factor for multi-family (townhomes) properties is 0.75. Single-family residential, multi-family residential, parks/recreation, and open space land uses can be assessed up to a maximum street width of 32-ft (face-to-face) for reconstruction and reclamation projects. This project area includes one segment of street that exceeds the identified 32-ft width, the segment of Fremont Avenue NW located north of Island View Road, however, that segment is identified for a mill and overlay so the proportional reduction does not apply. In situations where the land adjacent to the road being improved is common land owned by all property owners in a Homeowners Association (HOA), the assessment can either be issued directly to the HOA, or all property owners in the HOA can be assessed an equal share of the total assessment for said property. A general special benefit appraisal consultation was prepared for this project by Nagell Appraisal Consulting. The report analyzes the probable special benefit to the abutting properties derived by the infrastructure improvements. The properties proposed to receive assessments are identified on the preliminary assessment maps, Figures 14 to 19 in Appendix A. The preliminary assessment roll is included in Appendix C. The Assessment Review Committee met at their July 17, 2025 meeting and reviewed the calculated assessment rates, as well as the results of the general special benefit appraisals. The Prepared by: Bolton & Menk, Inc. FUNDING & ASSESSMENTS Northwood Road Area Street & Utility Improvements 24X.135829 Page 18 Assessment Review Committee determined it was most appropriate to set the unit assessment rates at $14,000 per SF REU for reconstruction areas and $5,500 per SF REU for reclamation areas. The Assessment Review Committee also determined it was appropriate to maintain the unit assessment rates for mill & overlay areas, as set in the City’s Fee Schedule and will be finalized for this project in 2026, of $1,500 per SF REU and $1,125 per Townhome REU. Additionally, the Assessment Review Committee determined it was most appropriate to set the assessment rates for the five indirect benefit parcels along Artic Circle NW at the amounts identified in the general special benefit appraisal for each property. These rates are based on improvements being constructed during the 2026 construction season. The rates for improvements constructed during the 2027 construction season may be evaluated for an inflationary increase. The general ad valorem property tax levy will be used to finance the costs of the remaining street project costs. The project costs for the storm sewer, sanitary sewer, and watermain improvements are considered general maintenance and supported by utility fees under the City stormwater, sewer, and water utility funds and will not be assessed. The proposed project assessments and funding summary are based on preliminary estimated project costs for the recommended base improvements. These costs may be revised at the time of the final assessment hearing depending on final design of the project, soil conditions, bids received, and actual work performed. The estimated financing breakdown for the estimated project costs, exclusive of design alternates, are presented in Table 4 below. Table 4 – Estimated Financing Breakdown Proposed Improvements Reconstruction 2026) Reconstruction 2027) Reclamation 2026) Mill & Overlay 2026) Total Project Costs Ad Valerum $2,652,000 $3,971,000 $1,025,500 $944,000 $8,592,500 Assessments $700,000 $1,476,000 $665,500 $222,000 $3,063,500 Utility Fund - Stormwater $211,000 $874,000 $33,000 $120,000 $1,238,000 Utility Fund - Sewer $676,000 $2,453,000 $54,000 $72,000 $3,255,000 Utility Fund - Water $1,065,000 $2,668,000 $5,000 $5,000 $3,743,000 Total Project Costs $5,304,000 $11,442,000 $1,783,000 $1,363,000 $19,892,000 Prepared by: Bolton & Menk, Inc. PROJECT SCHEDULE Northwood Road Area Street & Utility Improvements 24X.135829 Page 19 IX. PROJECT SCHEDULE Each project phase will be designed and bid out for independently. The project will be constructed in two phases over the 2026 and 2027 construction seasons. The proposed project schedule will be approximately as shown below: Public Open House #1 ..................................................................................................... March 5, 2025 Public Open House #2 .................................................................................................... August 7, 2025 Accept Feasibility Report and Call for Public Improvement Hearing* ........................ August 12, 2025 Public Improvement Hearing and Authorize Preparation of Plans & Specs* ....... September 9, 2025 Public Open House #3 (2026 Construction Project) ................................................................ Fall 2025 Approve Final Plans & Specifications and Order Advertisement for Bids (2026)* .... December, 2025 Bidding (2026) ................................................................................................................. January, 2026 Accept Bids and Call for Public Assessment Hearing (2026)* ...................................... February, 2026 Public Assessment Hearing, Adopt Assessment Roll, & Award Contract (2026)* ............ March, 2026 Public Open House #4 (2026) ............................................................................................ Spring, 2026 Construction Begins to Substantial Completion (2026) ......................................... Spring to Fall 2026 Public Open House #5 (2027 Construction Project) ................................................................ Fall 2026 Approve Final Plans & Specifications and Order Advertisement for Bids (2027)* .... December, 2026 Bidding (2027) ................................................................................................................. January, 2027 Accept Bids and Call for Public Assessment Hearing (2027)* ...................................... February, 2027 Public Assessment Hearing, Adopt Assessment Roll, & Award Contract (2027)* ............ March, 2027 Public Open House #6 (2027) ................................................................................... March/April, 2027 Construction Begins to Substantial Completion (2027) ......................................... Spring to Fall 2027 Denotes City Council Meeting Prepared by: Bolton & Menk, Inc. CONCLUSION Northwood Road Area Street & Utility Improvements 24X.135829 Page 20 X. CONCLUSION This report has been prepared to investigate the potential for rehabilitating and/or reconstructing the existing Northwood Road area as necessary to serve the roadway corridor into the future. This report identified the recommended improvements to the infrastructure, provided estimated costs of the recommended improvements, and identified applicable funding to finance the improvements. From an engineering standpoint, this project, as proposed, is feasible, cost effective, and necessary and it can best be accomplished by letting competitive bids for the work. It is recommended that the work be done under one contract for each construction season in order to complete the work in an orderly and efficient manner. The City and the persons assessed will have to determine the economic feasibility of the proposed improvements. Appendix A: Figures H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 P RO JEC T LO C ATIO N dw g 4/ 8 2 02 5 8 36 54 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 1: Project Location April 2025 FEETSCALE 0 400 800 HORZ. R UPPER PRIOR LAKE LOWER PRIOR LAKE E A G LE C R E E K A V E N E C R 2 1 154TH STNW (CR82) SPRING LAKE RD SW (CR 12) STEM MER RID GE RD N W NORT H W O O D R D N W HA W K RIDGE RD N W KNOLLRIDGE DR NW TA HI NKA P L N W B U TT E R N U T CIR N W ISLAND V IE W CIR NW FRE M O NT A VE N W LEGEND PROJECT LOCATION H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 ST REET IMP RO VEM EN T CLASSIFICAT IO N dwg 5/ 13 2 02 5 8 26 25 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 2: Street Improvement Classification April 2025 FEETSCALE 0 400 800 HORZ. R UPPER PRIOR LAKE LOWER PRIOR LAKE E A G LE C R E E K A V E N E C R 2 1 154TH STNW (CR82) SPRING LAKE RD SW (CR 12) STEM MER RID GE RD N W NORT H W O O D R D N W HA W K RIDGE RD N W KNOLLRIDGE DR NW TA HI NKA P L N W B U TT E R N U T CIR N W ISLAND V IE W CIR NW FRE M O NT A VE N W LEGEND STREET RECONSTRUCTION STREET MILL & OVERLAY STREET RECLAMATION CE S MHSN /3Rings @06thick CondGood R=916.89 I=E (8 INCLAY C FEST ELEV 9 1 4 25 U CBRC CondGoo d R=918 33 I=E (15 INRCP NW (15IN RCP 915.23915.03 I= U FEST ELEV 91674 CBRC /Cond Go od R=918 09 I=SE (15IN RCP NW (15IN RCP 915.39915.29 I= U P CBRC /2Rings @ 0.4thick ,Cond:Fair R=911.92 E (15 IN RCP) W (15INRCP)906.18 906.14 INV:INV:INV:INV:INV: INV: U CBRC4Rings@08thickCondFair R=91189 I= E ( 15INRCP W (15INRCP 90669 90659 I= FEST ELEV=909.91 S MHSN /6Rings @1.2thick ,Cond:Fair R=913.19 S (10 IN CLAY) NE (8INCLAY) E (8INCLAY) 906.37 904.93 INV: INV:904.99INV:INV:INV: INV: CC V VF C CC C G C CBRC3Rings@06thick CondFair R=92329I=E (15INRCP 918.98 C S MHSN /3Rings @0.6thick ,Cond:Good R=922.85 SE (12 IN CLAY) NW (10 INCLAY) N (10 IN CLAY) 903.79 903.69 INV: INV:903.79INV:INV:INV: INV: G G G G G C l lOU OU OU E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G l l l l l l l l l G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C-D C-D C-D C-D C-D C-D C-D C-D C D C-D C D C D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G D G D E D E D E- D X X X X X X X X X X ll l l ll ll ll l l l l l l l l l l l l ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15 00 16 00 17 00l l l l l l l l PAR CEL 16 3 2804 S PRIN G L A K E R D S W LIND Q UIS T K RIS T O P H E R J P A R CE L 1 16725 N O R T H W O O D R D N W T H E P U B LIC PAR C E L 1 64 16730 NOR T HW O O D R D WES T L U N D ST E P H A NIE PARC EL 2836 C ENTER RD SW SOLLE R PATRICK J P A R C EL 2 8 1 8 C E N T E R R D S W L O U E Y T E R RI L D WI G H T D P A R C E L 16 5 S C O T T C O U N T Y T A X A TI O N D E P T PARCEL3SCOTTCOUNTYPARKSDEPARTMENT P A R C E L 2 S C O T T C O U N T Y T A X A T I O N D E P T PAR C E L 16 7 16530NO RTHWOOD RD NW HAIK E R T H O M A S F JE A N E T TE C 165 71 N O R T H W O O D R D N W PAR C E L 6 165 87 N O R TH W O O D R D N W MOR G E N S T E R N F R E D E RIC K K E N D R A C O M O LIT O R A S S PAR C E L 4 16633 N O R T H W O O D R D N W STA R K TIM O T H Y PAR C E L 5 166 0 5 N O R T H W O O D R D N W STE N S O N G A R Y R 200 4 AV E W SCO T T C O U N T Y TAXA TION D EPT S C O T T C O U N T Y T A X A TI O N D E P T 28' H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 4/ 14 202 5 1 1 7 45 P M R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 3: Utilities April 2025 FEETSCALE 0 50 100 HORZ. R NORTHWOODRD NW SP RI N G L AK E R D S W C R 1 2 CE N T E R R D S W UPPER PRIOR LAKE LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN PROPOSED STREET LIGHT l l PROPOSED WATER SERVICE 28 9' 5' TURTLE FENCE CC CBRC /3Rings @0.6thick ,Cond:Good R=928.96 SW (15IN RCP)926.06INV:INV:INV:INV:INV:INV: S MHSN /5Rings @1thick ,Cond:Good R=932.85 I=S (8INCLAY) NW (8INCLAY) N (8 INCLAY) 921.77 921.57 I= I=921.67 C CBRC 2 Rings @0 4thick CondFair R 92903 I SE 27 INRCP E 15IN RCP N 27IN RCP92561 924 73 II 924 83 CC C S MHSN /6Rings @ 1.2thick ,Cond:Fair R=917.51 NE (8IN RCP) NW (8INRCP)912.51 912.41 INV:INV:INV:INV:INV: INV: CBRC CON BLOCK 1Rings@0 2 thick CondFair R 91590 I SW 30INRCP NE 12 IN RCP 912 60 91155 I C C CBRC 1Rings@ 02 thick CondFair R 91603 I SW 12INRCP 91358 CC C C CBRC CondGood R 907 53 I NW 15 IN RCP E 15 IN RCP 904 88 904 78 IU CLVT IN V 904 35 CBRC /Cond:Good R=907.62 W (15 IN RCP)905.48INV:INV:INV:INV:INV:INV: CLVT INV: 906.54 CBCC /STANDING WATER & 3.84TOTOP OFWATER ,Cond:Good R=905.18 E (24 INRCP) W (24INRCP)900.03 899.73 INV:INV:INV:INV:INV: INV: C S MHSN /10 Rings @2thick ,Cond:Fair R=908.97 S (8INCLAY) E (8INCLAY)893.09 892.99 INV:INV:INV:INV:INV: INV: C CC S MHSN /4Rings @0.8thick ,Cond:Fair R=912.20 SW (8INCLAY) NE (8INCLAY)892.04 891.94 INV:INV:INV:INV:INV: INV: C C E CCE SMHSN /5 Rings@ 1thick Cond Fair R=911.11 I=N (8IN CLAY S (8IN CLAY E (8IN CLAY 890.53890.33 I= I= 890.43 L P PM H C CBRC /4Rings @08thick CondFair R=910.26 I=NW (15 IN RCP S (15INRCP 906.88 906.88 I= CBRC /Cond:Good R=910.33 I=N (15INRCP)907.41 FEST ELEV 90442 CE S MHSN /3Rings@06thick Cond Good R=916.89 I=E (8IN CLA Y 905.08 C FEST ELEV 914 25 U CBRC Cond Good R=918 33 I=E (15IN RCP NW (15IN RCP 915.23915.03 I= U FEST ELEV 91674 CBRC Cond Good R=918 09 I=SE (15 IN RCP NW (15IN RCP 915.39915.29 I= l l l E X l l l C G G G G G G G C E E E E G G G G G G-D G-D G-D G-D G- D G- D G- D G-D G- D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G-D G- D G- D G- D G- D G-D G- D C-D C-D C-D C-D C-D C-D C-D C D C D C D C D C D C D C-D C-D C-D C- D C- D C-D C-D C- D C- D C-D C- D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-D C- D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C- D C- D C- D C- D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l S l l G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G- D G-D G D G D G D G D G-D G-D E D E D E-D E-D E-D E-D E-D E-D E-D E D E-D E-D E-D E- D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E- D E- D E- D E- D E- D E- D E- D E- D E-D E-D E-D E D ED E D E D E-D E- D E- D E-D E-D E-D E- D E- D E- D E-D E- D E- D E-D E-D E- D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D S S S S CC l l l l l l l l l l ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 1 66 0 0 16 7 0 0 167+38.80 12+00 13+00 14+00 15 00 16 00 1700 18 00 19 00 20+00 21+00 22+00 23+00 24+00 25+00 26 00 27 00 28 00 29 00 30 00 31 00 32+0 0 33+0 0 l l l l l l l l l l l l l l l l l PARCEL3716511NORTHWOOD RDNWLARSONPAULSLARSONAMYG PARCEL3816499NORTHWOOD RDNWZOSCHKECRAIG P A R C E L 3 9 16 4 7 1 N O R T H W O O D R D C H A P M A N G R E G O R Y C HA P M A N D A NI E LL E PA RC EL 54 16383 N O R TH W O O D R D N W J O N ES S AR A H J P A R C E L 5 5 1 6 3 61 N O R T H W O OD R D N W R E V A K M A R IL Y N C P A R C E L 56 1 6 33 7 N O R T H W O O D R D N W T E T Z L O F F P A U L A J J O H N L PAR C E L 170 304 1 K N OL L RI D G E D R N W SPL E TT S T O E S E R G R E G O R Y M PA R CEL 169 3055 K N OLLRIDG E D R N W N O TER M AN N D EBO R AH L 306 0 K N O L L RID G E D R N W RYB A T H O M A S J O H N JR PA RCEL167 16530 NORTHW O O D RD NW HA IKER TH OMAS F JEANETTE C PAR C E L 1 68 CITY OF P RIO R LAKE PARCEL 187 16481HAWK RIDGECT NW LO FFH AG EN AD A M G PAR C E L 1 86 16485 H A W K RI D G E C T N W WEB E R A D A M PAR C E L 7 1657 1 N O R T H W O O D R D N W DUP O N T D O N N A PAR C E L 6 165 8 7 N O R T H W O O D R D N W MOR G E N S T E R N F R E D E RIC K K E N D R A C O M O LIT O R A S S PAR C E L 4 166 3 3 N O R T H W O O D R D N W STA R K TIM O T H Y PARCEL3616525NORTHWOOD RDNWHENNENLAWRENCEMARYELAINE PARCEL 35 PAR C E L 5 166 05 N O R T H W O O D R D N W STE N S O N G A R Y R PARCEL5216427NORTHWOODRD NWSMITHLANCEE PARCEL5316407NORTHWOODRDNW SUEE COOKEREVOCABLETRUST 3027KNOLLR IDG E DR LAR S O N K U R T A 165 6 5 N O R T H W O O D R D N W P AR C E L 4 2 3 1 75 LI ND EN CI R N W S MI T H MIT C H ELL P A R C E L 40 3 1 4 7 LI N D E N CI R N W B A R R Y A N D T R E V A J A M E S LI VI N G T R U S T 3 189 LI ND EN CIR N W S ON NE NB UR G PA UL PARCEL 50 3162 LIND EN CIR NW SUTLIFF DEAN N PARCEL513124LINDENCIRNWMARYELINDSTROMREVOCABLETRUST AGREEMENT 464 6 D A K O T A S T SE CITY OFPRIOR LAKE P ARC E L 4 1 31 71 LI ND E N CI R N W D A W S O N K AT H L E EN M 464 6 D A K O T A S T S E CIT Y O F P RIO R L A K E 28' 4.5 5' 28' 4' 5'5' H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 4/ 14 202 5 1 1 7 54 P M R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 4: Utilities April 2025 FEETSCALE 0 50 100 HORZ. R NORTH W O O D RD N W LIN DE N CIR N W LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN PROPOSED STREET LIGHT l l PROPOSED WATER SERVICE RETAINING WALL REPLACEMENT PROTECT OUTLET CULVERT WITH CARP GRATE EASEMENT REQUIRED TO DRAIN LOW AREA BEYOND ROW S C CC PC C C CC CLVT TOP OF PIPE AS ROCKS ARE FILLING THE INV: 957.54CBRC /Cond:Good R=955.59 S (18INRCP)952.74INV:INV:INV:INV:INV:INV:CBRC /5Rings @ 1thick ,Cond:Good R=955.50 W (18INRCP) N (18INRCP)952.30 952.10 INV:INV:INV:INV:INV: INV: C C P C S MHSN R=959.60INV:INV:INV:INV:INV:INV: CLVT INV 95255 CBRC8Rings@16thickCondGood R=95564 I= S ( 18INRCP 95089 CBRC 2Rings @04thick Cond Fair R= 95566 I= S27INRCP NE 18IN RCP W ( 24IN RCP E 18INRCP 95070 95056 I=I= 95 106 I= 95060 VC D MHST 5Rings@ 1 thick CondNew R= 958 60 I= E 12INRCP SW 12INRCP 95198 95 150 I= D MHST /Cond:Fair R=960.60 E (12INRCP) W (12 IN RCP)952.96 952.86 INV:INV:INV:INV:INV: INV: S MHSN 1Rings@02thickCondGood R=96076I=E (8INPVCW (8INPVC 94926 94916 I= C E S MHSN 3Rings@06thick CondFair R=95949I=SE (8INPVC W ( 8INPVC 94993 949.83 I= PP EC C P PC CBRC /1Rings@0.2thickCondFairR=957.84 I=E (12INRCP)S (12IN PVC)954.84 954.69I= C S W (8INPVC)947.59 947.46I= CBRC /CANNOT SEE BOTTOM (DEBRIS 4Rings@08thick CondPoorR=958.11 I=N (12 IN RCP) CC CC CBRC /3Rings@0.6thickCondFairR=959.49 I=E (12INRCP)955.89 CBRC 2Rings@0 4thick CondFair R= 96010 I= E 12 INRCP W 12 INRCP 95550 95460 I= C C S MHSN /4Rings@0.8thick CondGoodR=960.17 I=S (8INPVC) W (8INPVC)948.73 948.65I= ECC CBRC 3Rings@ 06thick CondFair R= 95438 I= S 27IN RCP E 18INRCP N 27INRCP 94900 947 82 I=I= 94792 S MHSN /7Rings@14thick CondGood R=952.43 I=SW (8INPVCN (8INPVCW (8INPVC 941.48 941.39I= I= 941.48 C CBRC 2 Rings @04thick CondGood R= 95446 I= W 18IN RCP 95106 C C C CC S MHSN /5 Rings @1thick ,Cond:Good R=932.85 I=S (8INCLAY) NW (8IN CLAY) N (8IN CLAY) 921.77 921.57 I= I=921.67 C PP S MHSN /3Rings @06thickCond Good R=938.19 I=SE (8INCLAY) W (8INCLAY)927.69927.59 I= C EC CBRC /STANDING WATER 3Rings@6thick Cond Good R=938.36 I=S (36INRCP) W (36INRCP) N (15INRCP) 928.86 926.41 I= I=933.87 C PP C CC CBRC /1Rings@02thick CondGood R=938.17 I=S (15 IN RCP 935.47 CC S MHSN R=959.86INV:INV:INV:INV:INV:INV: S MHSN R=939.30INV:INV:INV:INV:INV:INV: CBRC R=939.26INV:INV:INV:INV:INV:INV: CBRC R=939.19INV:INV:INV:INV:INV:INV: CBRC R=940.96INV:INV:INV:INV:INV:INV: CBRC R=940.99INV:INV:INV:INV:INV:INV: G l C l l l l l l l l l l G C-DC-DC-DC-DC-DC-DC-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C D CD C-D C- D C-D C- D C- D C- D C D C-D C- D C D C D C D C D C D C- D C- D C D C D C D C D C D C-D C-D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C D C- D C-D C- D C-D C-D C-D C-D C D C D C D C D C D C D C D C D C D C D C D C D C D CD C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C D C-D C-D C-D C- D C D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D llll ll l l l l l llll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G-D G D G D G D G D G D G D G- D G- D G D G D G D G-D G D G-D G-D G-D G-D G D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G- D G-D G- D G- D G- D G-D G-D G- D G D G D G-D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G D G D G-D G-D G-D G- D G-D G- D G-D G-D G-D G- D G D E-D E D E D E D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D E-D E-D E-D E-D E-D E-D E D ED E-D E D E D E D E D E D E D E D E D E D E-D E D E D E D E D E D E D E- D E D E D ED E D E- D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D C D E-D l l l l l l S S S S S l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 2 00 00 20 1 00 20 2 0 0 2 03 0 0 20 4 00 20 5 00 205+25.09 215 0 0 216 0 0 2 17 0 0 2 18 0 0218+10.12 161 00 162 0 0 16300 164 00 165 00 16 6 00 1 6 7 0 0 32+00 33+00 34+0 0 35+0 0 36+0 0 37+0 0 38+0 0 39+0 0 40+00 41+00 42+00 43+00 44+00 45+00 l l l l l l l l l l l l l PAR C E L 4 4 1 303 7 H A W K RI D G E R D N W BRU D E V O L D M E L A NIE A AN D R E W L P A R C EL 5 5 1 6361 N O RT H W O O D R D N W R E V A K M A RIL Y N C P A R C E L 5 6 1 633 7 N O R T H W O O D R D N W T E T ZL O FF P A UL A J J O H N L P A R C EL 5 8 1 631 3 N O R T H W O O D R D N W L E H N E R T M A R K E P A R C E L 57 1 6 32 7 N O R T H W O O D R D N W P E T S C H L J E F F R E Y T R A CI P A R C E L 59 1 628 5 N O R T H W O O D R D N W S T U A R T L U C I A L T M A N T R U S T P A R C E L 60 1 62 7 3 N O R T H W O O D R D N W A N D E R S E N C R A IG A J O D Y P A R C E L 6 3 1 6 23 1 N O R T H W O O D R D N W P A U L A F C O U L T E R R E V O C A B L E T R U S T P A R C E L 62 16 2 45 N O R T H W O O D R D N W A T K IN S J O S H U A C ALL P A R C E L 6 4 1 61 87 N O R T H W O O D R D N W R O E S N E R M A R K R PAR CEL 65 16 1 75 NORT H W OOD R D N W GER G EN MA RK M PARC EL 66 16163 NORTHWOOD RD N W HOLDEN TERRY L PARCEL 67 16153 NORTHWOOD RD BORR ELL CHARLES PAR C E L 1 70 3041 K N O L LRID G E D R N W SPL ET T S T O E S E R G R E G O R Y M P A RCE L 169 3 055 K NO LLRID G E DR N W N O T E R MA N N DEB O RAH L PAR C E L 38 4 3032 K N OL L RID G E D R N W MAN F R E D J A M E S R A M B E R R PAR C E L 3 8 3 304 6 K N O L L RID G E D R N W SEM E N E N K O N A T A LY A D IG O R PAR C E L 38 2 306 0 K N O L L R ID G E D R N W RYB A T H O M AS J O H N J R P A R C EL 4 4 9 3057 V IE W C R ES T C IR N W MA R C H ES S A U LT T O M P A RC E L 4 4 8 3 04 3 V IE W CR E S T C IR N W S TR O M M E N E R L IN G P N O R M A J P A R CE L 447 3029 VIE W C RE ST C IR N W H OLT A N JA M E S R JR S H A R IL PARCEL 446 3032 VIEWCREST CIRNWHEGERDOUGLASP & KALA L P A R CE L 445 3046 V IE W C R ES T C IR M A L L E Y J A S O N J P A R C EL 44 4 3058 V IE W C R ES T C IR N W H E N N Y C H R IS T O PH E R J PAR C E L 4 43 306 1 H A W K RID G E R D LYN C H M A R G A R E T M A R Y PAR C E L 4 4 2 3049 H A W K RID G E R D NW HAA G E N S E N MIC H A E L PAR C E L 2 5 5 302 2 H A W K RID G E R D N W MUR R T O D D E T A M A R A PARCE L 25 6 3034 HAWK R IDGE RD NW MEI BOB PARCE L 257 3046 H A WK RIDGE R D NW GREBEN Y UK YEVGENIY PARCEL258 3058HAWKRIDGERDNW ANDREW S SHARONASBURKETRUST PARCEL 259 3091 LAKE HA VEN C T NW KOEHLE R ANDREW I REBECCA S PARCEL 260 3077 LAKE HAV EN CT NW MILLER DAVID J NICOLE PARCEL 261 3065 LAKE HAVEN CT NW PELLER KAREN L MARK J PARCEL 2653074LAKEHAVENCTNWPROVANCHAAARONJ PARCEL 266 3086 LAKE HAVEN CTNWLAMAACKDAVIDB & MARY B PARCEL 2673098LAKEHAVENCT NWRAYMONDCRAIGALLAN PARCEL 2683197SHADYCOVEPT NWKRECHMICHAELW & HEATHE R M PARCEL 2693185SHADYCOVEPTNWVELDMANBRUCEA & CHRISTI NEM PARCEL 2703173SHADYCOVEPT NWLUNDQUISTDANIEL PAR C E L 4 4 0 302 5 H A W K RID G E R D N W KAT Z M A R E K G A R Y N O U PARCE L 4 24 1632 2 T AHIN K A C T NW MILLE R RO N NIE PARCEL425 16325TAHINKACTNW HAYNESCHRISTOPHERKENNETH PA RCEL 4 26 1631 7 TA HI NKA P L LE HO NG DU NG CAO PA RC EL 427 1630 3 TAHI NKA CT NW KLAMM KE N NET H A RO CH EL L E L PA RC EL 428 16 2 91 T AHIN KA CT N W WEI RI CH E RI CA PA R CEL 4 2 9 1628 5 TA HI NK A CT N W BE NN ETT ROBERT PAR CEL 4 3 0 16 281 TA HI NKA CT N W HU AN G LIA N G PA R C EL 43 1 1 627 3 TA HIN K A CT N W N YS TRO M M A R K P A R C E L 4 32 1 6 265 T A H IN K A C T N W C A RL S O N B E N J A MIN 1 6 2 57 TA H I N K A C T N W B E U C R A N D O N B E U C S A S H A P A R C EL 4 3 9 46 46 D AK O T A S T SE P R IO R LA K E C ITY OF C IT Y MA N A G E R PARCEL 438 2983 H A W K RID G E R D N W ZAP P A S A M U E L PA R CEL437 2971 HAW K RIDG E R D NW EDLU ND JENNIFER K PAR C E L 43 6 296 5 H A W K RI D G E R D N W MEE T H O M A S AR T H U R III PAR C E L 17 3 296 7 K N O LL RID G E D R N W WOZ N E Y WIL LIA M J 2951KNO L L RID G E D R N W MCCA R T H Y J E FF R E Y D PAR C EL 172 2979 K N OLL RID G E D R FUR U S E H T R U S T PAR C E L 3 8 5 2982 K N O LL RID G E D R N W BUR T U S B RIA N MIC H A EL P A U L U S PAR C E L 3 86 297 0 K N O L L RID G E D R N W LIN D S T R O M S A M U E L M PAR C E L 387 295 4 K N O L L RID G E D R N W KIN G SL E Y WIL LIA M G L E N PAR C E L 3 8 8 464 6 D A K O T A S T S E PRIO R L A K E CIT Y O F CIT Y M A N A G E R PAR C E L 389 2936 K N O LL RI D G E D R N W SCH E E LE J A CIL Y N S PAR C E L 3 9 0 292 0 K N O LL RID G E D R N W KOE H M S T E D T T H O M A S F P A R C EL 6 1 1 6 2 55 N O R T H W O O D R D N W W AL VIU S S U S A N K PA RCEL 171 3027 KNO LLRID G E DR LA RSON KUR T A 32 12 5' H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 4/ 14 202 5 1 1 8 03 P M R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 5: Utilities April 2025 FEETSCALE 0 50 100 HORZ. R NOR T H W O O D R D N W K N O LLRID G E D R N W H A W K R ID G E R D N W LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN PROPOSED STREET LIGHT l l PROPOSED WATER SERVICE NEW WATER SERVICE STUB TO ROW FOR FUTURE CONNECTION BY RESIDENTS WITH EXISTING BACKYARD WM C P CC C PC CBRC /Cond:Fair R=915.67 SW (21 IN RCP) NW (12INRCP)INV:INV:INV:INV:INV: INV: L CC CBRC /STANDING WATER ,3Rings @0.6thick ,Cond:Fair R=915.48 SE (15 IN RCP) N (21 IN RCP)910.22 909.93 INV:INV:INV:INV:INV: INV: CBCC R=915.22 E (12IN RCP)913.02INV:INV:INV:INV:INV:INV: CC P CC S MHSN Cond New R=949 11 I= NE (8IN CLAY N (8 IN CLAY 930.99930.89 I= VCCC S MHSN METALRINGS1Rings @03thick CondGood R=94509 I= NE ( 8INCLAY SW 8INCLAY 9304793037 I= C P CC S MHSNMETALRINGTOODEEPTOMEASURE1Rings@04thick CondGood R=93177 I= E ( 8INPVC N (8INPVC S ( 8INPVC I=I= C CC S INV:INV:INV:INV:INV:INV: P C C S MHSN /Cond:Fair R=950.09 NE (8INCLAY) W (8IN CLAY)935.66 935.58 INV:INV:INV:INV:INV: INV: C C C CC CC G SMHSN R=976.30INV:INV:INV:INV:INV:INV: CBRC R=966.30INV:INV:INV:INV:INV:INV: S MHSN R=972.18INV:INV:INV:INV:INV:INV: VC C C CC S MHSN CONCRETE RIN GSAR E BLUE 6 Rings @ 1 2thick Cond Poor R=97 8 99 I=SE (6IN CLAY NE (4IN CLA Y 969.19969.0 9 I= CE CC CC S MHSN R=980.15INV:INV:INV:INV:INV:INV: C E R=965.68INV:INV:INV:INV:INV:INV: CC E C C E E G G G G C C X X G G G G G C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C D C D C D C- D C- D C- D C-D C-D C- D C- D C- D C-D C- D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-D C-D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l S l l l l l l l l l l l l l l l l l l l l l l l l l l l G- D G- D G-D G-D G D G D G D G D G D G-D G D G D G D G D G D G D G D G D G D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G-D G-D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DG-DG-D G- D G- D G-D G-D G-DG-D E-D E-D E-D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E-D E D E D E D E-D E- D E-D E- D E-D E- D E-D E-D E-D E D E D E D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E D E-D E-D E-D E-D E-D l l l l l l l S S S S S S S S SS S S S S S l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll ll ll ll ll ll ll ll ll l l l l l l llllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 l l l l l ll l l l l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l PARCEL67 PARCEL 68 16145 NORTHWOOD RD NW RIVERA JASON D PARCEL 69 16139 NORTHWO OD RD NW PAUL M CHAVES REVOCABLE TRUST KRISTEN D GOEDERT PARCEL 70 16129 NORTHWOOD RD NW MOEN SCOTT PARCEL 72 16113 NORTHWOOD RD VIJA R PELECISTRUST PARCEL 73 16109 NORTHWOOD RD NW BERGJEFF PARCEL 74 16101 NORTHWOOD RD NW HODSDON TIMOTHY PARCEL 75 16099 NORTHWOOD RD NW CAMPBELL JOSEPH K PARCEL 76 16095 NORTHWOOD RD NW FLOMTODD R PARCEL 77 16093 NORTHWOOD RD NW BURT DENISE A PARCEL 78 16091 NORTHWOOD RD NW TAN EDDY PARCEL 79 16087 NORTHWOOD RD N W SIMONSON JAY S ANN J PARCEL 80 16085 NORTHWOOD RD NW GRUNDER KYLE PARCEL 81 16083 NORTHWOOD RD NE BOLZBRADLEY W BOLZ MONAYE M PARCEL 82 16077 NORTHWOOD RD NW PASSOFAROJOSEPH A PARCEL 83 16073 NORTHWOOD RD NW ANDERSON KARL PARCEL 85 16067 NORTHWOOD RD NW SULLIVAN BARRY J PARCEL 86 16063 NORTHWOOD RD NW SULLIVANMOLLY P PARCEL 84 16069 NORTHWOOD RD NW ANDERSON DAVID G GRETCHEN PARCEL 87 16061 NORTHWOOD RD NW CHIAL STEVEN E NAOMI R PARCEL88 16059 NORTHWOOD RDNW GRYTING KELLY R PARCEL 89 16057 NORTHWOOD RD NW RICHARDSON JESSICA PARCEL90 16055 NORTHWOOD RD NW HARTL CASEY A PARCEL91 16051 NORTHWOOD RD NW ERICKSON SCOTT H PARCEL92 16049NORTHWOODRDNW WILLIAM CORINNA GILBERTTRUST PARCEL93 16047NORTHWOODRDNW AUDASJAMESR 16045NORTHWOODRDNW MENDENFRANCIS PARCEL 289 16058 NORTHWOOD RD NW WALL MICHAEL JENNIFER PARCEL 288 16070 NORTHWOOD RD NW BAIRRANDELL L SANDRA K PARCEL 268 3197SHADYCOVE PTNWKRECHMICHAELW & HEATHE R M PARCEL 269 3185SHADY COVEPT NWVELDMANBRUCEA & CHRISTI NE M PARCEL 2703173SHADYCOVEPT NWLUNDQUISTDANIEL 3146 S HAD Y CO V E PT NW LAIN G DO UG LA S W JR D EBO RAH A PA R C E L 277 3158 S H AD Y C O V E P T N W FO R STER M AR K T PARCEL2783170SHADYCOVEPTNW STEPHENGERALDCLOSEANDDANAJEANCLOSETRUST PARCEL2793182SHADYCOVEPTNWKLOSSNERDEREK PARCEL2803221LAKEBLUFFCIRNWLARSONJOHNPJILLR PARCEL2813199LAKEBLUFFCIRNWLETHANH PARCEL2823191LAKEBLUFFCIR NW HELBERG PAULD COLEENSHELBERG PAR C EL 28 3 320 4 L AKE BL UFF CI R N W KL EMA NATHAN PARCEL 284 3212 LAKE BLUFF CIR NW HONG JOHN P V & LINHM PARCEL 285 3220LAKEBLUFF CIRNW DIDIONTAMARAROSE PARCEL 2863228LAKEBLUFFCIRNWBARLASSJACOB PARCEL 287 16082 NORTHWOOD RD NW ERICKSON JAY T CARMEN H PRIOR LAKE CITY OF CITY M ANAGER PARCEL 330 15995 FR E M O N T AVE N W T O T H A N N A M PAR CEL 380 160 50 N O R T H W O O D R D N W HPA IIBO RROW ER 2021 1 LLC PAR CEL 381 16052NORTHW OO D RD NW FRIE D G E S D A VID R P A R C E L 3 3 1 1 5 9 7 5 F R E M O N T AV E N W S C H R EI B E R RI C H A R D C T E R R Y R P A R C E L 3 32 1 5 9 59 F R E M O N T A V E N W H A D A C J O H N A PARCEL296 COURSOLLENATASHAK P A R C EL 3 00 33 81 F R E M O N T S T N W L A C R OIX K E V I N J IR E N E L PA R C EL 302 3344FRE M ON T ST NW H OLST A D A M BER TO N PA R C E L 2 9 7 1 5 9 9 0 F RE M O N T A V E N W HI L L E S HI E M J O D Y A P A R C E L 2 9 8 1 5 9 7 8 F RE M O N T A V E N W C A M E R O N D A NI E L A PARCEL301 3345FREMONT ST NW AALAND NICHOLAS S P A R C E L 2 9 9 1 5 96 0 F R E M O N T A V E N W H A Y E S P A T RI C K W S H E LL Y M PARCEL 71 16119 NORTHWOOD RDN W KRISTI K MULLER REVOCABLE TRUST P A R CE L 291 15 940 A R TIC C IR N W S TA Y SA FE L L C P A R C E L 290 15994 A R T IC C IR N W TE IL B O R G JO H N A LO R R AIN E 32 12 5' 6 5 24' 3 0 H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 4/ 14 202 5 1 1 8 12 P M R NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS City of Prior Lake Figure 6: Utilities April 2025 FEETSCALE 0 50 100 HORZ. R NORTHWOOD RD NW N O R T H W O O D R D N W FREMONT A VE N W LEGEND l l l PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN PROPOSED STREET LIGHT l l PROPOSED WATER SERVICE D SN (8INCLAY)901.80INV:INV:INV:INV:INV:CBCC GBRK1 CondFair R=908.73 I=NW (12INRCP 905.93 S MHSN /5Rings @1thick ,Cond:Fair R=909.75 SE (8IN CLAY) NW (8IN CLAY) SW (8INPVC) 901.75 901.65 INV: INV:902.09INV:INV:INV: INV: CP C CE C C CC CBCC CGFL1 /1Rings @0.2thick ,Cond:Fair R=909.06 NE (12IN RCP) SE (12INRCP)905.66 905.41 INV:INV:INV:INV:INV: INV:CBCC CGFL1 /3Rings @0.6thick ,Cond:Fair R=908.94 NW (12 IN RCP)905.79INV:INV:INV:INV:INV:INV: CBRC CGFL1 /1Rings @ 0.2thick ,Cond:Fair R=908.73 NE (24INRCP) SW (24INRCP) SE (12IN RCP) 905.44 905.01 INV: INV:905.38INV:INV:INV: INV: CBRC CGFL 2 Rings@ 0 4thick Cond Fair R=908 89 I=NW 12IN RCP 906.49 CBRC CGFL1 /3Rings @ 0.6thick ,Cond:Fair R=910.33 NE (24 INRCP) NW (18 IN RCP)906.06 905.96 INV:INV:INV:INV:INV: INV: M FF=90 9 2 7 S MHSN 7 Rings @ 1 4 thick Con d G oo d R=91484 I=NE (8 INCLAY SW (8IN CLAY S (6IN CLAY W (6IN CLAY 903.18903.10 I= I= 903.22 I= 903.22 C CC C C P CC C PC CBRC /Cond:Fair R=915.67 SW (21 INRCP) NW (12 IN RCP)912.03 911.87 INV:INV:INV:INV:INV: INV: L CC CBRC /STANDING WATER ,3Rings @ 0.6thick ,Cond:Fair R=915.48 SE (15 INRCP) N (21INRCP)910.22 909.93 INV:INV:INV:INV:INV: INV: CBCC R=915.22 E (12 IN RCP)913.02INV:INV:INV:INV:INV:INV: C EM C C CC CE C C CC CC S MHSN /1Rings @0.2thick ,Cond:Good R=919.33 S (8 INCLAY) NW (8IN CLAY)900.61 900.53 INV:INV:INV:INV:INV: INV: CCE CCHCC S MHSN /PIPES ARETOODEEPFORINVSHOT 5Rings@1 thick Cond Fair R=927.99 I=W (8INCLAY) C CCC P CC S MHSN Con d New R=94911 I=NE (8IN CLA Y N (8IN CLAY 930.99930.89 I= VCCC S MHSN METALRINGS1Rings @03thickCondGood R=94509 I= NE (8IN CLAY SW 8INCLAY 9304793037 I= C P CC S MHSN METALRINGTOODEEPTOMEASURE1Rings@04thick CondGood R=93177 I= E ( 8INPVC N (8INPVC S ( 8INPVC I=I= C CC S MHSN /METAL AND PLASTIC ,2Rings @ 0.6thick ,Cond:Good R=922.51 S (8IN PVC) N (8INPVC) W (8INPVC) 906.65 906.55 INV: INV:906.65INV:INV:INV: INV: C C S MHSN R=922.33INV:INV:INV:INV:INV:INV: P CC S MHSN /Cond:Fair R=950.09 NE (8INCLAY) W (8IN CLAY)935.66 935.58 INV:INV:INV:INV:INV: INV: C C G X G l ll C C E C C E E G G G G GC C- D C-D C- D C-D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-DC-DC-DC-DC-D C- D C- D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C-D C-D C-D C-D C-D C-D C-D C D C-D C-D C- D C-D C-D C-D C-D C-D C D C D C D C D C D C- D C- D C D C D C D C D C D C D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C D C D C D C D C-D C D C D C D C-D C D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D l l l l l l l lllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l S l l l l l l l lllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllllll G- D G- D G- D G- DG-D G-D G-DG-DG-D G- D G-D G D G-D G-D G-D G-D G-D G-D G-D G- D G-D G-D G-D G-D G D G D G D G D G D G D G D G D G D G D G D G- D G- D G- D G- D G- D G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D G- D G D G- D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G DG- DG- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E-D E-D E-D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-DE-DE-D E-D E-D E-D E D E D E- D ED E D E D E-D E-D E D ED E D E D E D E-D E-D E-D E-D E-D E- D E-D E-DE-D E D E- D E-D E-D E-D E-D E-D E-D E D E D E-D E-D E-D E-D E-D E-D E- D E- D E-D E-D E-D E-D E- D E- D E- D E-D E-D E-D E-D E-D E D E-D E-D E-D l l l l l l l l l l l l l l S l l l l l l l l l l l S L L L L S S S l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllll l ll ll ll llllllllllll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll l l l l l l l l l l l l l 55+0 0 56+0 0 57+0 0 58+0 0 59+00 60+ 00 61 00 62 00 63 00 64 00 l l l l l l l ll l l l l l l l l l l l lllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l P A R C E L 85 16 0 67 N O R T H W O O D R D N W S UL L I V A N B A R R Y J P A R C E L 86 16 0 63 N O R T H W O O D R D N W S U LLIV A N M O LL Y PP A R C E L 8 4 1 6 06 9 N O R T H W O O D R D N W A N D E R S O N D A VI D G G R E T C H E N P A R C E L 8 7 16 06 1 N O R T H W O O D R D N W C H I AL S T E V E N E N A O MI R P A R C E L 8 8 1 6 0 5 9 N O R T H W O O D R D N W G R Y TI N G K E LL Y R P A R C EL 89 16 0 5 7 N O R T H W O O D R D N W RI C H A R D S O N J E S S I C A P A R C E L 9 0 1 6 0 5 5 N O R T H W O O D R D N W H A R T L C A S E Y A P A R C E L 9 1 1 6 0 5 1 N O R T H W O O D R D N W E RI C K S O N S C O T T H P A R C E L 9 2 1 6 0 4 9 N O R T H W O O D R D N W WI L LI A M C O RI N N A GI L B E R T T R U S T P A R CE L 9 3 1 6 0 4 7 N O RT H W O O D R D N W A U DA S J A M E S R PA RC EL 94 16 045 N O R THW O OD R D N W MEN D E N F R AN CI S PA RC EL 95 16043 N O RT HWO O D RD N W KRAME R DAVID D PAR CEL 9 6 16 041 NORT H WOO D R D N W CAR NE Y A N DREW J OE C AR NEY J ESSICA AN N PAR CEL 97 16 0 39 N ORT H W OOD R D N W JI L L E HOOPE R REVOCABLE T R UST PA R CEL 98 16 037 N ORTHW O OD RD N W RY A N J W IL LIAMS R EVOC AB LE TR US T G RETC HE N M WILLI PA RC E L 9 9 16 035 N ORTH W OO D RD N W HO FFB EC K LA ND ON R PA RC EL 101 16 031 N ORTH W OO D RD N W BA R RIBALL S COTT E D IANE M PA R CEL 10 0 16 0 3 3 NOR TH W OO D R D NW FO LEY S TEVE P A R CE L 1 0 2 1 6 0 2 7 N O R T H W O O D R D N W M E E K R Y L EE PARCEL10516009NORTHWOODRD NW ZANDERPAULH CATHYC PAULHZANDER REVTRUST PARCEL 106 16001 NORTHWOOD RD JANABPATRICKREVOCABLE TRUST P A R C EL 2 89 160 5 8 N O R T H W O O D R D N W W ALL MIC H A E L J E N N IF E R P A R C E L 28 8 16 0 70 N O R T H W O O D R D N W B AIR R A N D E LL L S A N D R A K PAR C E L 1 2 7 3550 IS LAN D VIE W CIR N W AND E R S O N D A NIE L C PAR C EL 12 8 1598 7 IS L A N D VIE W R D NW MOR RIS RIC H A R D J P A T RICIA PAR C E L 1 2 9 1596 7 IS L A N D VIE W R D N W ORE N S T EIN K U R T M PAR C E L 1 3 0 1594 7 IS L AND VIEW R D N W KODIDE K K E VIN C PAR C E L 1 3 1 1592 3 IS L A N D VIE W RD N W POPPL E R S H A W N PA R CE L 110 35 79 ISLAND VIEW CIR NW PE TER B EN JAM IN C JOD IE A PA RCEL 109 35 59 ISLAN D VIEW C IR N W RI CHARD SON TH O MAS J PA RC EL 108 35 45 IS LAN D VIE W CIR NW SLIPK A CH AD PA RCEL 107 35 29 ISLAN D VIEW C IR N W CH R ISTOP HE RS O N TROY L C HR IS TOPH ERSON JILL M PA R CE L 379 PR IOR LA KE CITY O F CITY MAN AGE R PA RCEL 375 16000 IS LAN D VIE W RD PA N N KU K TERESA E PA RCEL 376 16038 N ORTHWOOD RD NW KINSELLA KEITH P JR PARCEL 330 15995 FREMONT AVE NW TOTHANNA M PA R CEL 378 160 48 NOR TH WOOD R D NW GR AMLOW C HAD A PA RC EL 380 16 050 N O RTHW O OD RD N W HP A II BOR ROWER 202 1 1 LLC PA R CE L 381 16 052 NOR THWOOD R D NW FR IEDGES DA VID R PA RC EL 377 16 042 N ORTH WOOD RD N W FR EER B AILEY E BARN ES ADAM P PARCEL 374 15982 ISLAND VIEW RD NW SCHULTZ ROBERT W PARCEL331 15975FREMONTAVENW SCHREIBERRICHARD C TERRYR PARCEL 369 3425 ISLANDCIR NW DEMARS CATHERINE R PAR C E L 3 7 3 159 70 IS L A N D VIE W R D N W RAY S U B H A SIS H PARCEL368 3420ISLANDCIRNW O'FALLONKATHERINEC PARCEL 332 15959FREMONTAVE NW HADACJOHNA P A R C E L 3 7 0 344 5 ISL A N D C IR N W G R E DE N M A R K R PARCEL33315941FREMONTAVENW HANISCHMICHAELE PARCEL 367 3440IS LAND CIR NW GROVEN B U R G D ANNY L PAR C E L 3 7 1 159 40IS L A N D VIE W R D N W PEM RIC K NIC O L E P A R C E L 2 9 6 CO U RSO L L E N A T AS H A K PARCEL 3003381FREMONTSTNWLACROIXKEVINJIRENEL PARCEL33415921FREMONTAVENW SENTYRZTODDB DAINAM PAR C E L 366 3460ISLAND CIR N W H U YNH K A Z M YN P A R C E L 365 159 1 8 ISLA N D V IE W R D N W A L A N M B E N S O N T R U S T PARCEL33515901FREMONTAVENWMORRISONBEN PAR C E L 3 72 159 5 6 IS L A N D VIE W R D N W GEIL J O E L D J E A N E PARCEL297 15990FREMONTAVENW HILLESHIEM JODYA PARCEL298 15978FREMONTAVENW CAMERONDANIELA PARCEL 301 3345 FREM ONT ST NW AALAND NICHOLAS S PARCEL299 15960FREMONTAVENW HAYESPATRICKW SHELLYM P A R C E L 1 03 1 60 15 N O R T H W O O D R D N W VI G K R I S TI N P A R C E L 1 04 16 0 1 3 N O R TH W O O D RD N W T HIB A ULT M IC H A E L D R HO N D A L TH IBAU L T PARCEL 291 15940ARTIC CIRNW STAY SAFELLC PARCEL290 15994ARTIC CIRNW TEILBORG JOHN A & LORRAINE MAHONEY JEROMER SUSAN 321 2 5 6' 5' 24 30'3 0 30 H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 UT ILITIES d w g 4/ 14 202 5 1 1 8 18 P M R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 7: Utilities April 2025 FEETSCALE 0 50 100 HORZ. R NORTHWOOD RD NW FREMONTAVENW IS L A N D V I E W R D N W ISLAND VIEW CIRCLE LEGEND l l l PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN PROPOSED STREET LIGHT l l PROPOSED WATER SERVICE POTENTIAL LINING ALTERNATE RETAINING WALL REPLACEMENT S MHSN /PIPES ARETOODEEPFORINVSHOT 5Rings@ 1thick CondFair R=927.99 I=W (8INCLAY) C P CC C S MHSN /2Rings @0.4thick ,Cond:Fair R=915.66 SW (8IN CLAY) E (8IN CLAY)902.01 901.92 INV:INV:INV:INV:INV: INV: CBRC /1Rings @0.2thick ,Cond:Fair R=909.38 I=N (15 INRCP)905.03 S MHSN /3Rings @ 0 6 thick CondFair R=909.64 I=SW (8 INCLAY E (8 IN CLAY 903.94903.79 I= S MHSN 9Rings @ 18 thick Cond Fair R=911 26 I=SW (8IN C LAY SE (8 IN CLAY 904.62904.46 I= CBRC /9Rings@ 18thick CondFair R=909.43 I=N (15 INRCP S (15IN RCP 903.98 903.63 I= FESTELEV=902.21 STRM (INV) ELEV=902.21 C C C C C C C S MHSN 3 Rings@ 0 6thick CondNew R=918 42 I=SE (8IN CLAY NE (8IN CLA Y 908.48908.48 I= S MHSN R=914.13INV:INV:INV:INV:INV:INV: C CBRC 2Rings@04thickCondGood R= 91030 I= NW 18INRCP 90675 FESTGBBT3E ELEV=903.99 STRM (INV) ELEV=904.09 C C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C-D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-D E-D E-D E-D E-DE-DE-DE-D S S S S S S S l l l l l l l l l l l l lllllllll l l l l l l l l l l l l l l l l l l llllllllllll l l l l l l l l l l l l l l l l 16009NORTHWOOD RD NW ZANDERPAULHCATHYCPAULHZANDERREV TRUST PARCEL 106 16001 NORTHWOOD RD JANA B PATRICK REVOCABLE TRUST PAR C E L 1 27 3550 IS L A N D VIE W CIR N W AND E RS ON D ANIE L C PARCEL 113 OVERBY BRAD PARCEL 114 3715 ISLAN D VIEW CIR NW JANICE M GRASER REVOCABLE TRUST PA RC E L 1 15 371 5 IS LA N D VIE W CI R N W JANICE M GR ASE R REV OCABLE T R UST PA RC EL 116 3735 I S L A ND VI E W CIR NW WILS ON H EI DI C P A RC EL 11 7 3 7 55 I SL AN D VI E W CI R N W EV E R S ON B RI A N PA R C E L 118 37 7 3 I SL AND VI EW CIR N W J OHN SO N M AR Y R P A R C E L 119 3 79 1 I S L A N D VI E W CIR N W S T E N Z E L T Y R O NE D D E CI A J P A R C EL 1 2 0 3 8 0 9 I S L A N D VI E W CI R N W H U R ST J O H N H U R ST S TEF A NI E P A R C E L 1 2 1 3 82 7 I S L A N D VI E W CI R N W HE N G E M UH LE C H A D M P A R C E L 12 2 38 4 5 ISL A N D V I E W CIR N W K O P ET Z K I S T E V E N J M A R L E N E P AR C E L 123 3857 IS LA N D VIE W C IR MIC HA E L P M Y S E R R E V O C A B LE T R U S T PAR C EL 124 386 9ISLA N D VIEW CIR NW KAR G ES DAVID B C H E RYL S P A T H PARCEL 126 3773 ISL A ND VIE W CIR NW ISLAND VIE W 2ND HOME OWNER AS S N PARCEL125 3877ISLAND VIEW CIR N W THOM A S JRYA N REVO C A BLE TR U S T PA RC EL 110 35 79 ISLAN D VIEW C IR N W PE TER BE NJAMIN C JOD IE A PARC EL 109 35 59 IS LAND VIE W CIR NW RICH AR DS O N THOMA S J PARCEL111 3595 ISLAND VIEW CIR NW DOHERTY ANTHONY PARCEL 1123545ISLANDVIEWCIRNW ISLAND VIEW OUTLOTINC 28 C S MHSN R=914.13 CBRC 2Rings@04thick Cond Good R= 91030 I= NW 18INRCP 90675 FEST GBBT3E ELEV 903 99 STRM (INV)ELEV 90409 C C C-D C-D C-D C-D C-D C- D l l l l l l l l l l l l G-D G-D G-D G-D G-DE-D E-D E- D E- D E-DE-D ll lll llllll l l l l W llllll l l l l l lllllllll l l l l l l l P ARCE L 12 4 38 69 ISLAND VI EW CIR N W KA RG ES DAVI D B C HE RY L SPA T H P A R C E L 12 5 3 87 7 I S L A N D VI E W CIR N W T H O MA S J R Y A N R E V O C A B L E TR U S T H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 UT ILITIES 2 d w g 4/ 14 2025 1 2 1 02 P M R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 8: Utilities April 2025 FEETSCALE 0 50 100 HORZ. R ISLAND VIEW CIRCLE LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN PROPOSED STREET LIGHT l l PROPOSED WATER SERVICE R SKYLINE AVE N W ISLAND VIEW CIRCLE PROPOSED PITLOCATION (TYP.) PROPOSED (TRENCHLESS) IMPROVEMENT SURMOUNTABLE CURB NOTE: THIS WORK IS NOT RECOMMENDED FOR INCLUSION WITH THE FINAL PROJECT SCOPE ON THIS PROJECT. D MHST 7Rings @ 14thick CondFair R=908 92 I= NE (24INRCP S (24IN RCP SE (12IN RCP 904.05903.6 9 I= I= 904.55 C S MHSN /1Rings @0.2thick ,Cond:Fair R=909.46 SE (8INCLAY) N (8INCLAY)901.80 901.70 INV:INV:INV:INV:INV: INV: CBCC GBRK1 /CON BLOCK ,Cond:Fair R=908.73 NW (12INRCP) SE (12INRCP)905.58 905.43 INV:INV:INV:INV:INV: INV: CBCC GBRK1 Cond Fair R=908.73 I=NW (12 IN RCP 905.93 S MHSN /5Rings @1thick ,Cond:Fair R=909.75 SE (8IN CLAY) NW (8IN CLAY) SW (8INPVC) 901.75 901.65 INV: INV:902.09INV:INV:INV: INV: CP C CC CBCC CGFL1 /1Rings @ 0.2thick ,Cond:Fair R=909.06 NE (12 IN RCP) SE (12INRCP)905.66 905.41 INV:INV:INV:INV:INV: INV:CBCC CGFL1 /3Rings @ 0.6thick ,Cond:Fair R=908.94 NW (12 IN RCP)905.79INV:INV:INV:INV:INV:INV: CBRC CGFL1 /1Rings @0.2thick ,Cond:Fair R=908.73 NE (24IN RCP) SW (24INRCP) SE (12 IN RCP) 905.44 905.01 INV: INV:905.38INV:INV:INV: INV: CBRC CGFL 2Rings @ 0 4thick CondFair R=90 889 I= NW 12IN RCP 906.49 CBRC CGFL1 /3Rings @0.6 thick ,Cond:Fair R=910.33 NE (24IN RCP) NW (18 INRCP)906.06 905.96 INV:INV:INV:INV:INV: INV: M FF=908.54 M FF=90 9 2 7 FESTEOCNBEOCN1 BGBRKB ELEV=900.06 CLVT /24" RCP SW W INV: 90209 C S MHSN /7Rings @ 1.4thick ,Cond:Good R=929.38 S (8IN CLAY) NE (8IN CLAY) W (4INPVC) 917.86 917.76 INV: INV:918.20INV:INV:INV: INV: CCE C C S MHSN /3Rings @0.6thick ,Cond:Good R=924.70 SW (8IN CLAY) NE (8IN CLAY)913.68 913.58 INV:INV:INV:INV:INV: INV: P CC D MHST /4Rings @ 0.8thick ,Cond:Poor R=926.24 S (12INPVC) NW (12 INPVC) SE (12 IN PVC) 921.33 921.23 INV: INV:921.33INV:INV:INV: INV: CCH C HCCCE S MHSN /8Rings @1.6thick ,Cond:Good R=914.46 S (8INCLAY) NE (8INCMP)906.58 906.48 INV:INV:INV:INV:INV: INV: EC DMHST /10 Rings @2.6thick ,Cond:Poor R=911.66 S (12INPVC) NE (12 INPVC)906.00 905.90 INV:INV:INV:INV:INV: INV:S MHSN /5Rings @ 1thick ,Cond:Good R=911.55 S (8IN CLAY) NE (8IN CLAY)902.77 902.67 INV:INV:INV:INV:INV: INV: DMHST /3Rings @0.6thick ,Cond:Fair R=910.22 SE (12 IN PVC) NW (12 IN PVC)905.26 905.16 INV:INV:INV:INV:INV: INV: CCH C S MHSN /METAL AND PLASTIC ,2Rings @ 0.6thick ,Cond:Good R=922.51 S (8INPVC) N (8IN PVC) W (8IN PVC) 906.65 906.55 INV: INV:906.65INV:INV:INV: INV: C C CBRC 4Rings@08thickCondGood R= 92098 I= N ( 12INRCP 91526 CBRC /4Rings @ 0.8thick ,Cond:Good R=920.97 E (15 IN RCP) S (12 IN RCP) W (12INRCP) 915.30 915.05 INV: INV:915.09INV:INV:INV: INV: CBRC 5Rings@ 1thickCondGood R= 92097 I= NE 12INRCP 91660 CBRC 5Rings@1thick CondGood R= 92096 I= E ( 12INRCP S (12INRCP 91651 91641 I= S MHSN /METAL RINGS ,1Rings @0.6thick ,Cond:Good R=925.10 S (8INPVC) NE (8INPVC) W (8IN PVC) 914.48 914.38 INV: INV:914.48INV:INV:INV: INV: CC CC CC VCCC S MHSN /METAL RING ,1Rings @ 0.4thick ,Cond:Good R=932.29 S (8INPVC) NE (8IN PVC)921.71 921.65 INV:INV:INV:INV:INV: INV:CC C S MHSN /METAL RING ,1Rings @ 1.2thick ,Cond:Good R=936.74 S (8IN PVC) N (8INPVC) E (4IN PVC) 926.34 926.24 INV: INV:926.44INV:INV:INV: INV: MHSN METALRINGS 1Rings@04thickCond Fair R=936 44 I= NE (8INPVC NW 8IN PVC 917 7691763 I= S MHSN R=929.08INV:INV:INV:INV:INV:INV: S MHSN R=936.99INV:INV:INV:INV:INV:INV: S MHSN R=922.33INV:INV:INV:INV:INV:INV: G X X X G G G G l l l G E E E G G G G X X X X X X ECCCE X X X X C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C-D C-D C- D C-D C-D C- D C- D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C-D C-D C- D C- D C- D C-D C- D C-D C- D C- D C- D C-DC-D C-D C-DC-DC-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C D C D C D C D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C D C D C D CD C D C D C D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llll l l l llllll l G-D G-D G-D G-D G-D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G-D G-D G-D G-D G-D G-D G-D G- D G- D G- D G-D G-D G- D G- D G-D G-D G- D G-D G-D G-D G-D G-D G-DG-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G D G D G D G-D G-D G-D G-D G-D G-D G-D G-D G- D G-D G-D G D G D G DE D E-D E-D E-D E-D E-D E D E D E D E D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E- D E- D E- D E- D E-D E- D E-D E- D E- D E- D E- D E-D E-D E- D E-D E-D E-D E-D E-D E-D E-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E-D E-D E-D E-D E- D E- D E-D E-D E- D E-D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 63 00 64 00 65 00 66 00 67 00 68 00 69 00 70 00 71 00 72+ 00 73+00 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l P AR C E L354 15764ISLAN D VIEW RD R EIT M EIER K EVIN M P A RC E L 345 1574 1 FREM ON T A V E NW TRO N DSO N SH A N E R PARCEL 14015745ISLANDVIEWRD NW FERGUSONRON W PA RCEL 317 3445 CRYSTAL CIR N W SW ANSON DEN NIS 15723 FR EM O N T A VE NW B R O W N T R O Y M RHO NDA C BEHRENDT MICHAEL PAR C E L 1 3 0 1594 7 IS L A N D VIE W R D N W KODID E K K E VIN C PAR C EL 1 3 1 1592 3 ISL A N D VIE W R D N W POP P LE R SH AW N PARCEL 132 15897 ISLAND VIEW RD NW LEVEILLE DANIEL G PARCEL133 15871ISLAND VIEW RD NW MALMBERG BRIAN D PARCEL134 15849ISLAND VIEW RD NW AMMERMAN RO DNEYC JULIE PARCEL135 15829ISLAND VIEW RDNW BRETZKENNETH J DEBORAH K PARCEL136 15809ISLAND VIEW RD NW GRABSKIBENJAMIN W PARCEL137 15789ISLAND VIEW RD NW GARDINERCHARLES III GARDINER JESSICA PARCEL138 15769ISLAND VIEW RD NW GROH BRIAN L LINDAA PARCEL139 15757ISLAND VIEW RDNW HELMBACHER KEITH M PARCEL 3003381FREMONTSTNWLACROIXKEVINJIRENEL PARCEL33415921FREMONTAVE NW SENTYRZTODDB DAINAM P A R CEL 36 6 3460ISLA N D CIR NW HU Y N H KAZM Y N P A R C EL 3 6 5 15918 IS L A N D VIE W R D N W A LA N M B E N S O N T R U S T PARCEL33515901FREMONTAVENWMORRISONBEN PARCEL33615889FREMONTAVENW SEMSCHWILLIAM HARTFIELSALLY PARCEL 3043386FREMONTSTNWVLASINERICLBETHANYJ PARCEL 3033366FREMONTST NWMCLAINCASEY PARCEL 363 15894 ISLAND VIEW RD NW PHILLIPS JOEL PARCEL33715873FREMONTAVENW RUESINK STEVENJ KARLEENR PARCEL 307 3361FREMON T CIR NW SCHROEDER MINDY PARCEL 305 3399 FREEMONT CIR NW LINK JOSEPH PA RCEL 306 3375 FREMONT CIR NW HA NSEN JEFFREY S SHANNON R PARCEL33815855FREMONTAVENW SINZHEIMERTODD A PARCEL33915839FREMONTAVENW SIWINSKIMICHAEL MATTSONLORI PARCEL 361 15866ISLAND VIEW RD NW FROM MJAM ES PA RCEL 312 3400 FREEMONT CIR NW STARR ANTHONYJ JESSICA A PARCEL34015821FREMONTAVENW HELMANDOLLARMEGAN PARCEL341 15805FREMONTAVE NW LAUGHRIDGE TRENTD PARCEL3103364FREMONTCIRNWBACHMANNJAMIELYNN PARCEL 311 3384FREMONT CIRNW O'HALLORAN BARBARAJO SEAN P PARCEL359 15842 ISLAND VIEW RD NW PIER C E MARTIN T PARCEL313 15820FREMONT AVENW BLONIGEN NORBERTA PARCEL342 15787FREMONTAVE NW D UBOIS JOE PA R C EL 343 15771 FREM O N T AVE NW GEYEN D A R EN PARCEL314 15800FREMONTAVENW KLINEJAYNEL PARCEL315 15784FREM ONTAVE NW MUEHLHAUSER BRETTA PARCEL 355 15774ISLAND VIEW RD N W H OR R A CH WILLIAM MARTA PARCE L 344 15759 FREM ONTAVE NW BLO OMQUISTPATRICK J SHAW NA PARCEL316 15770 FREMONTAVE NW STEIN RANDY PARCEL 360 15852 ISLAN D VIEW RD NW BEISW ENGER DONALD R O BERTA PARCEL 358 15828 ISLAND VIEW RD NW KLINE JA M ES W C YNTHIA A PA R CEL 357 15800ISLAND VIEW RD R OLEFF M AX R PA R C EL 356 15786ISLA N D VIE W R D NW BO ESEJOSHUACHRISTOPHER BOESEJESSICA LYNN PARCEL 364 15906 ISLAND VIEW RD NW OLSEN JULIE A PARCEL362 15878 ISLANDVIEWRDNW BEAUFOYJEFFERYJ PARCEL 301 3345FREMONT ST NW AALAND NICHOLAS S 4646DAKOTAST SEPRIORLAKECITYOF CITYMANAGER 30' H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 UT ILITIES 2 d w g 4/ 14 2025 1 2 1 08 P M R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 9: Utilities April 2025 FEETSCALE 0 50 100 HORZ. R ISLANDVIEW RDNW FREMONTAVEN W LEGEND l l l PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN PROPOSED STREET LIGHT l l PROPOSED WATER SERVICE CBCC R=904.82INV:INV:INV:INV:INV:INV: CLVT INV: 913 08CLVT INV: 913.24 CBRC /Cond:Fair R=940.45 NE (15 IN RCP)936.56INV:INV:INV:INV:INV:INV: S MHSN /TOO DEEP 30-40FEET ,8Rings @ 1.6thick ,Cond:Good R=939.09 N (8INCLAY) S (8IN CLAY)INV:INV:INV:INV:INV: INV:C CBRC /2Rings @ 0.4thick ,Cond:Fair R=939.74 NE (15 IN RCP) SW (15 IN RCP)935.79 935.69 INV:INV:INV:INV:INV: INV: S MHSN R=929.13INV:INV:INV:INV:INV:INV: FF 931 21 CBCC R=928.26 I=S (15INRCP)925.71 S MHSN R=927.48INV:INV:INV:INV:INV:INV: C C FEST W ITH G AURD EL EV 922 90 STRM (INV) ELEV=922.84 MCHCCE CC H E S MHSN /METAL RING ,1Rings @1thick ,Cond:Good R=915.04 I=S (8INCLAY) NE (4INCLAY)903.88 903.56 I= C M S MHSN 1Rings@ 12thick Cond Good R=91050 I= NW 8IN PVC NE (8INCLAY SW 8INCLAY 8989089880 I= I= 89890 L WW B BVCP CBRC FULLOF WATER 3Rings @ 06thick CondPoor R=90953 I= NW 18INRCP SE (15IN RCP 9056890553 I= STRM INV ELEV90124 FEST /WITH GUARD ELEV=901.30 CBRC 4Rings@08thick Cond Good R= 90950 I= NW 15INRCP 905 90 C P CLVTINV: 902.94 CLVT 3FTX2FT BOX INV: 901.76 STRM (INV) ELEV=902.23 STRM (INV) ELEV=901.60 CBRC /6Rings @1.2thick ,Cond:Poor R=913.54 NW (15 INRCP) SW (15 IN RCP)908.94 908.60 INV:INV:INV:INV:INV: INV: CBRC 5Rings @ 1thick CondGood R=91376 I= NE (15INRCP SW 4INPVC 9103790942 I= S MHSN /1Rings @ 1 thick ,Cond:Good R=913.83 NE (8INCLAY) SW (8IN PVC) SE (8IN CLAY) 902.92 902.82 INV: INV:902.92INV:INV:INV: INV: CLVT INV: 913.25CLVT INV: 91317 CBRC 3Rings @ 06thickCondGood R=91239 I= NE ( 21INRCP SE (18INRCP 9075490744 I= C C E E OU X X G X E E X X X X X X X X X X X X X X C-D C-D C-D C-D C- D C- D C- D C- D C- D C- D C-D C-D C-D C- D C- D C- D C- D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C D C- D C D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l G-D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G-D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G D G D G D G-D G-D G-D G-D G- D G-D G D G- D G- D E D E-D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E- D E- D E-D E- D E- D E- D E- D E- D E-D E-D E- D E- D E-D E-D E-D E-D E-D E-D l l 78+ 00 79+ 00 80+ 00 81+00 82 00 83 00 84 00 85 00 86 00 87 00 88 00 P A R C E L 1 5 1 3 5 7 1 C R Y S T A L B A Y L N N W D U M K E B R U C E G E O R G E P A R C EL 1 62 3 5 82 C R Y S TA L B A Y L N N W A N D E R S O N C H E R Y L PA R CEL PO 89 21 2 D EVE LOPMENT GROUP LLC 15690 F R E M O N T AV E N W S C H M ITZ W IL LIA M J S US AN J PAR C E L 14 5 156 8 3 IS L A N D VIE W R D N W FIE L D D A NIEL E P A R C E L 325 15672 F R E M O N T AV E N W S LA TE R M AT T H E W SLA T ER S AR A H PA R C E L 326 15654 FR E M O N T A V E N W M O RT O N D A N IE L J PAR C EL 14 6 156 73ISL A N D VIE W R D N W KOR ST A D C A N DIC E K PA RC EL 327 1 5 6 36 FR E M O NT A VE N W F IN K E N A UR STE P H E N P JO D Y L PARCEL 328 15616FREMONT AVE NW BERGER SUZANNE M PARCEL 147 15702 ISLAND VIEW RD N W ISLANDVIEW 5THADDNASSN PETER W HATLEY PARCEL 14815567FREMONTAVENWNELSONMARKDLAURAL PARCEL 14915549FREMONTAVE NWPENNEJONATHANE PARCEL 15015531FREMONTAVENW CONROY MICHAEL J PARCEL 16154 M A IN AV E SE ST E 1 10 D WENS MANN R EALTY PARCE L 3 29 3358 GLYNWATER TRL NW PRIOR LAKE CIT Y O F C ITY MA NAGER P A R C E L 1 5 2 3 57 5 C R Y S T A L B A Y L N N W L A R R Y A R A C H E LL E K A L L E VI G F A MIL Y T R U S T P A R C EL 1 5 3 3 5 85 C R Y S T AL B A Y L N N W L O RI A M A N D E R S R E V O C A BL E T R U S T P A R C E L 1 5 4 35 89 C R Y ST AL B A Y L N N W S C H E E L T H O M A S W P A R C EL 1 5 5 3 6 0 7 C R Y S T A L B A Y L N N W K U Y P E R S C O TT P A R C E L 1 5 6 3 6 1 1 C R Y S T A L B A Y L N N W O L S O N N E A L V P A R C E L 1 5 7 36 2 9 C R Y ST AL B AY L N N W C A RI N L T H O M AS D E CL A R A TIO N O F T R UST P A R C EL 15 8 363 3 C R Y S T A L B A Y L N NW P OL S T E R JE FF ELLA PA R C EL 160 36 51 CRYSTAL B AY LN NW KA M RA TH GAR Y R PA RCE L 159 36 47 C R YSTAL BAY LN N W LE JEUNE J ASON P A R C EL 1 61 3 5 86 C R Y S TA L B AY LN N W O L S O N F A M ILY T R U S T PO 8 9 212 D E V E L O P M E N T G R O U P L L C H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 UT ILITIES 2 d w g 4/ 14 2025 1 2 1 14 P M R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 10: Utilities April 2025 FEETSCALE 0 50 100 HORZ. R CRY S T A L B A Y L N N W FR E M O N T A V E N W LEGEND l l l PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN PROPOSED STREET LIGHT l l PROPOSED WATER SERVICE 154TH ST NW (CR 82) CULVERT UPSIZING LOCAL SURFACE WATER MANAGEMENT PLAN) C CC S MHSN /4Rings @ 0.8thick ,Cond:Fair R=912.20 SW (8 INCLAY) NE (8IN CLAY)892.04 891.94 INV:INV:INV:INV:INV: INV: C C C CCE C CC CC C C S MHSN /STANDING WATER ,Cond:Fair R=918.15 SW (12 IN RCP) NE (12 IN RCP)911.85 909.01 INV:INV:INV:INV:INV: INV: CC CBCC /10Rings@ 2thickCondPoor R=918.15I=W (12INRCPN (12INRCP 913.45 913.39 I= CBCC /9Rings @ 1.8thick ,Cond:Poor R=918.30 SW (12 IN RCP)913.93INV:INV:INV:INV:INV:INV: ECC C CE C C CCC C E CCE S MHSN /5Rings@ 1thick Cond Fair R=911.11 I=N (8IN CLAY S (8IN CLAY E (8IN CLAY 890.53890.33 I= I= 890.43 L P P M H C CBRC /4Rings@ 08thick CondFair R=910.26 I=NW (15INRCP S (15 IN RCP 906.88 906.88 I= CBRC /Cond:Good R=910.33 I=N (15INRCP)907.41 FEST ELEV 904 42 CE S MHSN /3Rings@06thick Cond Good R=916.89 I=E (8IN CLAY 905.08 C l l l C l l C G G E G G G G G G G C G G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G D G- D G D G D G- D G- D G- D G-D G D G D G D G D G D G-D G-D G-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C D C D C-D C-D C-D C-D C- D C-D C-D C- D C D C D C D C D C D C-D C D C D C- D C-D C-D C-DC-D C-D C D C D C- D C-D C-D C-D C D C D C D C D C- D C-D C-D C-D C- D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l ll l l l l l l l l l l l l G-D G-D G-D G D G- D G-D G-D G-D G-D G-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E-D E-D E-D E D E D E D E D E D E-D E-D E- D E D E D E-D E-D E-D E-D E-D E- D E-D E D E D E D E D E-D E-D E-D E- D E- D E-D E-D E-D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E-D E-D E-D E- D S S S S S S S S S l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+ 00 24 00 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 3183BUTTERNUTCIR SW CHARLESPDECKASTRUST PA R CEL 1 7 3211 B UTTE RN UT CIR N W WOJA H N P AU L WOJAHN JE N NIFE R P A R C E L 19 32 22 B U T T E R N U T CIR N W C H R I S TI A N G R E G O R Y S H E R RIE PARCEL223204BUTTERNUTCIRNWLECLAIREMICHELEM PAR C E L 3 7 165 1 1 N O R T H W O O D R D N W LAR S O N P A U L S L A R S O N A M Y G 164 9 9 N O R T H W O O D R D N W ZOS C H K E C R AIG 3193 BUTTERNUTCIR NW FREDERICKSON MARK W SUZANNE P A R C E L 2 0 3 218 B U TTE R N U T C IR N W R EIM E R S C AS SAN DR A C P ARCEL 21 3214 BUTTER NUT CIR NW LU N DE DAW N LU NDE M ATTH EW PA RCEL 1 67 16 530 NOR THWOOD R D NW HA IKER THOMAS F JEAN ETTE C PA RCEL 168 CITY OFPRIOR LAKE PARCEL 9 16 553 NORTHWOOD RD NW EQUITY HOLDINGS IILLC PA RCEL 7 16571 NORTHWOOD RD NW DU PONT DONNAPA RCEL 6 16587 NORTHW OOD RD NW MO RGENSTERN FREDERICK KENDRA C O M OLITOR A SS PARCEL 10 3121BUTTERNUTCIRNW ELLIASON JAMES D PAR C E L 1 2 3155 B UTT E R N UT CIR N W MAD S O N R O G E R L B ET H A L E MIE U X M A D S O N PA RCEL 4 16 633 NORTHWOOD R D N W ST A RK TIMOTHY PAR C E L 3 6 165 2 5 N O R T H W O O D R D N W HEN N E N L A W R E N C E M A R Y E L AIN E PAR C E L 3 5 165 2 5 N O R T H W O O D R D N W HEN N E N L A W R E N C E M A R Y E L AIN E PAR C E L 3 4 312 4 B U T T ER N U T CIR N W SEE H U S E N C LIN T S E E H U S E N A M Y PAR C E L 3 3 313 0 B U T T E R N U T CIR N W MAT T S O N J A M E S PAR C E L 3 2 314 0 B U T T E R N U T CIR N W HAW KIN S J A N P H A W KIN S J O H N D PAR C E L 3 1 315 2 B U T T E R N UT CIR N W SILV E R N AG E L S C O T T L PAR C E L 3 0 315 8 B U T T E R N U T CIR N W SCH W A R Z J O S E P H WIL LIA M PAR C E L 2 9 316 2 B U T T E R N U T CIR N W THO M P S O N P A T RIC K J PAR C E L 2 7 317 4 B U T TE R N U T CIR N W HAW KIN S O N D A VID H A W KIN S O N J A N E L L E PAR C E L 2 6 318 0 B U T TE R N U T CIR N W BAY SIN G E R L A R R Y A M A R S H A D PARC E L 2 5 3186 B U TT ERN U T C IR N W CONZEM IU S D A NIEL JO S EP H PARCEL 24 3192 BUTTERNUT CIR NW DOUGLAS PAULE DOUGLAS TRACEY A PARCEL 23 3198 BUTTERNUT CIR NW O'NEILL KEVINF & MARYP LAPE PAR C E L 13 317 1 B U TT ER N UT CIR N W FRA N KS MIC HA E LJ PAR C E L 2 8 316 8 B U T T E R N U T CIR N W LEW IS LIS A M PA RCEL 5 16605 NORTHWOOD RD NW ST ENSON GARY R PARCEL11 3133BUTTERNUT CIRN W TRACYM PIRNIEREVOCABLETRUST P A R C E L 1 8 3 2 1 7 B U T T E R N U T CI R N W R U NNI N G D A R C Y J M A R Y A N N E G PA RCEL 8 16565 NORTHW OOD RD NW EQ UITY HOLDINGS I LLC 3218 B UTT E R N UT CIR N W REIM ER S CA S SA N D R A C 3171 B UTT E R N UT CIR N W FRA N K S MIC H A E L J 317 1 B U T T E R N U T CIR N W FRA N K S MIC H A E L J 30 30' H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 UT ILITIES 2 d w g 4/ 14 2025 1 2 1 21 P M R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 11: Utilities April 2025 FEETSCALE 0 50 100 HORZ. R NORTHWO O D R D N W B U T T E R N U T CIR N W LEGEND l ll PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY FORCEMAIN PROPOSED STREET LIGHT l l PROPOSED WATER SERVICE C P P CC S MHSN C on d N ew R=949 1 1 I=NE (8IN CLAY N (8IN CLAY 930.99930.89 I= VCC C S MHSN METALRINGS1Rings @03thickCondGood R=94509 I= NE (8INCLAY SW 8IN CLAY 9304793037 I=CP CC S MHSN METALRING TOODEEPTOMEASURE1Rings@04thickCondGood R=93177 I= E (8INPVC N (8INPVC S ( 8INPVC I=I= C CC S MHSN /METAL AND PLASTIC ,2Rings @ 0.6thick ,Cond:Good R=922.51 S (8INPVC) N (8INPVC) W (8INPVC) 906.65 906.55 INV: INV:906.65INV:INV:INV: INV: C C CBRC 4Rings@ 08thick CondGood R= 92098 I= N ( 12INRCP 915 26 CBRC /4Rings @ 0.8 thick ,Cond:Good R=920.97 E (15 INRCP) S (12 INRCP) W (12INRCP) 915.30 915.05 INV: INV:915.09INV:INV:INV: INV: CBRC 5Rings@ 1thick Cond Good R= 92097 I= NE 12INRCP 91660 CBRC 5Rings@1thick Cond Good R=92096 I= E ( 12INRCP S (12INRCP 91651 916 41 I= S MHSN /METAL RINGS ,1Rings @0.6thick ,Cond:Good R=925.10 S (8INPVC) NE (8IN PVC) W (8INPVC) 914.48 914.38 INV: INV:914.48INV:INV:INV: INV: CC CC CC VCCC S MHSN /METAL RING ,1Rings @0.4 thick ,Cond:Good R=932.29 S (8INPVC) NE (8 INPVC)921.71 921.65 INV:INV:INV:INV:INV: INV: CC C S MHSN /METAL RING ,1Rings @1.2 thick ,Cond:Good R=936.74 S (8 INPVC) N (8IN PVC) E (4INPVC) 926.34 926.24 INV: INV:926.44INV:INV:INV: INV: S MHSN METALRINGS1Rings@ 0 4thickCondFair R=93644 I= NE (8IN PVC NW 8IN PVC 9177691763 I= CCC S MHSN R=929.08INV:INV:INV:INV:INV:INV: S MHSN R=922.33INV:INV:INV:INV:INV:INV: S MHSN /Cond:Fair R=950.09 NE (8IN CLAY) W (8IN CLAY)935.66 935.58 INV:INV:INV:INV:INV: INV: C C E C C EE G G E EEGGG G X X X X X X ECC CE X X X X X G G C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-D C-DC-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-D C-DC-DC-D C-DC-DC-DC-DC-DC-DC-DC-D C-DC-D C D C D C D C D C D C D C D C D C-DC-DC-DC-DC-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C D C D C-D C-D C-D C-D C- D l l l l l l l l l l l l l l l S l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-D G-D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G D G-D G- D G- D G D G D G D G D G D G D G-D G-D G- D G D G D G D G D G D G D G D G-D G-D G-D G-DG-DG-DG-DG-D G-D G-D G-D G-D G- D G-D G-D G- D G-D G-D G- D G-D G D E-D E-D E-D E- D E- D E D E D E D E-D E-D E-D E-D E-D E-D E-D E- D E- D E D E- D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-DE-DE-DE-D E- D E D E-D E-D E-D E-D E-D E D E- D E- D E-D E-D E-D E-DE-D E-D l l l l l l l l l l l l 5 5 16057NORTHWOODRDNW PARCEL289 16058NORTHWOODRDNW WALLMICHAEL JENNIFER PARCEL 345 15741 FREMONT AVE NW TRONDSONSHANE R PARCEL 317 3445CRYSTALCIR NW SWANSON DENNIS PARCEL346 15723FREMONTAVENW BROWNTROY M RHONDAC PARCEL 318 3435 CRYSTAL CIR NW TREADWELL LAURA P A R C E L 319 3 4 25 C R Y ST AL CIR N W P R I O R L A K E CIT Y O F CIT Y M A N A G E R P A R C E L 3 3 0 1 5 9 95 FR E M O N T A VE N W T O T H A N N A M PARC EL 331 15975 FRE M ONT AVE NW SCHREIB ER RICHARD C TERR Y R PA R CEL 3 3 2 1595 9 FREMONT AV E N W HA DA C JOH N A PARCE L 3 3 3 159 4 1 F RE MO N T AVE N W HA NIS C H MIC HAEL E PARCEL296 COURSOLLENATASHAK P ARC E L 3 0 0 33 8 1 FR E M O N T ST NW L AC R OI X KE VIN J IR EN E L PA RCEL 334 1592 1 FREM ON T AV E N W SEN TY R Z T O D D B DAINA M PA R CE L 3 3 5 15 9 01 F RE M O N T AVE N W M OR RI S ON BE N P A R C E L 3 0 2 3 3 4 4 F R E M O N T S T N W H OL S T A D A M B E R T O N P AR CE L 3 3 6 158 89 F RE M O N T AVE N W SE MS CH WILLIA M HAR T FIEL S AL L Y P AR C E L 30 4 3386 F RE M O NT ST N W V LASI N ERI C L B ETH AN Y J P A R CEL 303 3 3 6 6 F R E M O NT S T N W M CLAI N CA S E Y PA RCE L 3 37 15 873 F REM O NT A VE N W RU ESINK S TEVE N J KA RLEE N R P A R C E L 3 0 7 3 3 6 1 F R E M O N T CI R N W S C H R O E D E R MI N D Y PARCEL 305 3399 FREEM ONT CIR NW LINK JOSEPH PARCEL 306 3375 FRE MONT CIR NW HANSEN JEFFREY S SHANNO N R PA RC EL 338 1 5855 FR E M ON T AV E N W SI NZHEI ME R TO D D A PA RC E L 3 39 1 5839 FRE M ON T AV E N W SI WI NSKI MIC HA EL MA T TS O N L ORI 15866ISLANDVIEW RD NW PARCEL 312 3400 FREEMON T CIR NW STARRANTHONY J JESSICA A PA R CE L 3 4 0 1 5 821 F REM ONT A VE N W H ELMA ND O LLA R M EGAN PARCEL 341 15805 FRE MONT AVE NW LAUGHRIDGE TRENT D PA RCEL 310 3 364 FR E M ON T CIR N W BAC H MANN J A MI E L YNN PARCEL 311 3384 FREMONT CIR NW O'HALLORAN BARBARA JO & SEAN P PA RCEL 3 13 158 20 F RE MO NT AV E N W BLONIG EN N O RB ERT A PARCEL 342 15787 FREMONTAVE NW DUBOIS JOE PARCEL 343 15771FREMONT AVE NW GEYEN DAREN PARCEL 314 15800 FRE MONT AVE N W KLINE J AYNE L PARCEL 315 15784 FREMONT AVE NW MUEHLHAUSER BR ETT A PARCEL 344 15759 FREMONT AVE NW BLOOMQUIST PATRICK J SHAWNA PARCEL 316 15770 FREMONT AVE NW STEIN RANDY 15852ISLAND VIEW RD NW BEISWENGER DONALD ROBERTA 1587 8 ISLA N D VIE W RD NW BEAUFO Y JEFFERY J PARCEL 297 15990 FR EMONT A VE NW HILLESHI EM JOD Y A PARC EL 298 15978 FREMONT A VE NW CAMERON DANIEL A P A R C E L 3 01 3 345 F R E M O N T S T N W A A L A N D N IC H O L A S S PA RC EL 299 15960 FR EMONT A VE NW HA YES PATRIC K W SHELLY M P A R C E L 2 9 0 1 5 99 4 A R TI C CI R N W T EI L B O R G J O H N A L O R R AIN E CBCC R=904.82INV:INV:INV:INV:INV:INV: CLVT INV: 913 08 CLVT INV: 913.24 S MHSN R=929.13INV:INV:INV:INV:INV:INV: FF 931 21 CBCC R=928.26 I=S (15 IN RCP)925.71 S MHSN R=927.48INV:INV:INV:INV:INV:INV: CC FEST WIT H G A URD ELEV 92290 STRM INV ELEV 92284 M CHCCE CC H E S MHSN /METAL RING ,1Rings @1thick ,Cond:Good R=915.04 I=S (8INCLAY) NE (4INCLAY)903.88 903.56 I= C M SMHSN1Rings@12thickCondGood R=91050 I= NW 8INPVC NE ( 8INCLAY SW 8INCLAY 898 9089880 I= I= 898 90L WW BBV CP CBRCFULLOFWATER 3Rings @06thick CondPoor R=90953 I=NW 18INRCP SE (15INRCP 905 6890553 I= STRM (INV) ELEV=901.24 FEST WITH G UARD ELEV 901 30 CBRC 4Rings@08thick Cond Good R=90950 I= NW 15IN RCP 90590 C P CLVT INV: 902.94 CLVT 3FTX2FT BOX INV: 901.76 STR M INV ELEV=902.23 STRM INV ELEV=901.60 CBRC /6Rings @1.2thick ,Cond:Poor R=913.54 NW (15INRCP) SW (15 IN RCP)908.94 908.60 INV:INV:INV:INV:INV: INV: CBRC 5Rings@ 1thick CondGood R=91376 I= NE (15INRCP SW 4INPVC 9103790942 I= S MHSN /1Rings @1thick ,Cond:Good R=913.83 NE (8INCLAY) SW (8INPVC) SE (8IN CLAY) 902.92 902.82 INV: INV:902.92INV:INV:INV: INV: C CCC CLVT INV: 913.25 CLVTINV: 913 17 CBRC 3Rings @ 0 6thick Cond Good R=91239 I= NE ( 21INRCP SE (18INRCP 9075490744 I= CC S MHSN /METAL RING ,1Rings @ 1thick ,Cond:Good R=927.32 E (8INCLAY) W (8IN CLAY) SE (8INCLAY) 916.61 916.51 INV: INV:916.61INV:INV:INV: INV: C C S MHSN /METAL RING ,1Rings @ 1.2thick ,Cond:Good R=936.74 S (8IN PVC) N (8INPVC) E (4IN PVC) 926.34 926.24 INV: INV:926.44INV:INV:INV: INV: S MHSN METALRINGS 1 Rings @ 04thick CondFair R=93644 I=NE (8IN PVC NW 8INPVC 9177691763 I= CCC CC CBRC R=928.16INV:INV:INV:INV:INV:INV: S MHSN R=930.72INV:INV:INV:INV:INV:INV: G X E E XXXXXXXXXX X X X X X X X X X G C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C-D C-D CD C D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C- D C- D C-D C-D C-D C-D C-D C- D C- Dl l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l G-D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DG-DG-DG-DG-D G-D G- D G-D G-D G-D G-D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G- D G- D G- D G- D G- D G- D G-DG-D G-D G-D G D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E-DE-DE-DE-DE-D E- D E-DE-DE-D E D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D l l l l l 5'5' PARCEL151 3571 CRYSTALBAY LN NW DUMKE BRUCE GEORGE PARC EL 162 3582 CR YSTAL BA Y LN N W ANDERSON CHER YL PAR C EL PO 89 212 D E V EL O P M E N T G R O U P L L C PAR CE L 3 45 15 7 41 F REM O NT AVE N W T RON DS O N S HA NE R PARCEL 317 3445 CRYSTAL CIR NW SWANSON DENNIS P AR CE L 34 6 157 23 F RE M O N T AVE NW B R O W N TR OY M RH O ND A C PARCEL318 3435CRYSTALCIRNW TREADWELLLAURA PAR CEL 34 7 1570 5 FR EMONT AV E NW PINT MA RVIN G JU DIT H L PA RC EL 322 34 50 CRYSTAL CIR NW SC HLIE P BR UC E D E LIZABETH PARCEL319 3425CRYSTALCIR NW PRIO RLAKE CITY OF CITY MANAGER PA RC EL 348 15 6 87 F RE MO NT AVE NW JOHNSO N TRE NT PA R CEL 3 2 3 157 10 F RE MONT AV E NW SEIB ER LI C H S COTT PA RC EL 3 49 15 669 F RE MO NT AVE NW SIMON DIA NA K P A R C E L 3 2 0 3 4 3 0 C RY S T A L CI R N W B RA G G MI C HA E L S PARCEL 350 15645 FR EMONT AVE N W LUED KE STEVE N A P A R C EL 3 21 3 4 4 0 C R Y S T AL CIR N W H O FF M A N R O BE R T J III PA RC EL 324 15 6 90 F RE MO NT AVE NW SC HMITZ WILLIA M J S USA N J PA RC EL 3 25 15 6 72 F RE MO NT AVE NW SLAT ER MATT HE W SL ATE R S ARAH PAR CEL 32 6 15654 FREMONT AVE NW MO RTO N DA NIE L J PARCEL 146 15673ISLAND VIEWRD NW KORSTAD CANDICE K PA R CEL 3 27 15 636 F RE M ONT AVE N W FINKE NA U R ST EP HE N P JO DY L P A R C E L 3 28 1 5 6 1 6 F R E M O N T AVE N W B ER G E R S U ZA N N E M P A R C EL 147 15 7 02 I SL A N D VIE W R D N W I SL A N D VIE W 5T H A D D N A S S N P E T E R W H ATLE Y P A R C E L 1 48 15 5 67 F R E M O N T A V E N W N E L S O N M A R K D L A U R A L P A R C E L 1 4 9 1 55 4 9 F R E M O N T A V E N W P E N N E J O N A T H A N E P A R C EL 1 50 15531 F R E M O N T A VE N W C O N R OY M IC H A E L J 1 577 1 F R E M O NT A V E N W P A RC EL 344 1 5759 F R E MO NT A V E N W BL O O M Q UI S T P A T RI C K J S H A WN A PARCEL329 3358GLYNWATER TRLNW PRIORLAKE CITYOF CITY MANAGER PARCEL152 3575 CRYSTAL BAYLN NW LARRYA RACHELLE KALLEVIGFAMILY TRUST PARCEL 153 3585 CRYSTAL BAY LN NW LORI A MANDERS REV OCABLE TRUST PARCEL 154 3589 CRYSTAL BAY LN N W SCHEEL THOMAS W PARCEL155 3607 CRYSTAL BAYLNNW KUYPER SCOTT PARCEL156 3611 CRYSTAL BAYLN NW OLSONNEAL V PARCEL157 3629CRYSTALBAYLNNW CARINLTHOMASDECLARATIONOFTRUST 3633CRYSTALBAYLNNW POLSTERJEFF ELLA PARC EL 161 3586 CRYSTAL BAYLN NW OL SON FAMIL Y TRUST PO 89 212 DEVELOPMENTGROUPLLC 30 36 H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 SIDE W ALK E XT ENSIO N dwg 4/ 15 2025 2 04 57 PM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 12: Sidewalk Extension April 2025 FEETSCALE 0 50 100 HORZ. R FEETSCALE 0 50 100 HORZ. R FREMONT AVE NW FREMONT AVE NW 32' 30 NEW SIDEWALK CONNECTION 2040 PATH & TRAIL SYSTEM PLAN) NEW SIDEWALK CONNECTION 2040 PATH & TRAIL SYSTEM PLAN) BEGIN NARROWED ROADWAY END NARROWED ROADWAY H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 P RE LIM INARY PR OJEC T P HASING d w g 5/ 13 2025 8 3 8 38 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 13: Preliminary Project Phasing April 2025 FEETSCALE 0 400 800 HORZ. R UPPER PRIOR LAKE LOWER PRIOR LAKE E A G LE C R E E K A V E N E C R 2 1 154TH STNW (CR82) SPRING LAKE RD SW (CR 12) STEM MER RID GE RD N W NORT H W O O D R D N W HA W K RIDGE RD N W KNOLLRIDGE DR NW TA HI NKA P L N W B U TT E R N U T CIR N W ISLAND V IE W CIR NW FRE M O NT A VE N W LEGEND 2026 CONSTRUCTION 2027 CONSTRUCTION NOTE: THE PRELIMINARY PROJECT PHASING IS SUBJECT TO CHANGE DURING FINAL DESIGN. PARCEL151 3575CRYSTALBAYLNNW LARRYARACHELLE KALLEVIGFAMILYTRUST PARCEL152 3585CRYSTALBAYLNNW LORIAMANDERS REVOCABLETRUST PARCEL153 3589CRYSTALBAYLNNW SCHEELTHOMASW PARCEL154 3607CRYSTALBAYLNNW KUYPERSCOTT PARCEL155 3611CRYSTALBAYLNNW OLSONNEALV PARCEL156 3629CRYSTALBAYLNNW CARINLTHOMAS DECLARATIONOFTRUST PARCEL157 3633CRYSTALBAYLNNW POLSTERJEFFELLA PARCEL159 3651CRYSTALBAYLNNW KAMRATHGARYR PARCEL158 3647CRYSTALBAYLNNW LEJEUNEJASONPARCEL160 3586CRYSTALBAYLNNW OLSONFAMILYTRUST PARCEL423175LINDENCIRNWSMITHMITCHELLPARCEL403147LINDENCIRNW BARRYANDTREVAJAMESLIVINGTRUST PARCEL433189LINDENCIRNW SONNENBURGPAUL PARCEL44 3201LINDENCIRNW RAULANDALLYSONREHNBORGTRUST PARCEL48 3198LINDENCIRNW BEMANBRIAND PARCEL49 3186LINDENCIRNW BAIRBRENTO PARCEL50 3162LINDENCIRNW SUTLIFFDEANNPARCEL51 3124LINDENCIRNW MARYELINDSTROMREVOCABLETRUSTAGREEMENT PARCEL71 16119NORTHWOODRDNW KRISTIKMULLERREVOCABLETRUST 2004AVEW SCOTTCOUNTYTAXATIONDEPT2004AVEWSCOTTCOUNTYTAXATIONDEPT 4646DAKOTASTSE CITYOFPRIORLAKE PARCEL29115940ARTICCIRNWSTAYSAFELLC PARCEL29015994ARTICCIRNWTEILBORGJOHNA & LORRAINE PARCEL295 COURSOLLENATASHAK PARCEL292MAHONEYJEROMERSUSAN PARCEL29315880ARTICCIRNWSTAYSAFELLC 4646DAKOTASTSEPRIORLAKECITYOF & CITYMANAGER PARCEL29415820ARTICCIRNWCOURSOLLENATASHAK 3218BUTTERNUTCIRNW REIMERSCASSANDRAC 3171BUTTERNUTCIRNW FRANKSMICHAELJ 3171BUTTERNUTCIRNW FRANKSMICHAELJ PARCEL45 3209LINDENCIRNW WELCHWILLIAMIII PARCEL46 3221LINDENCIRNW LEWISTHERESAL PARCEL47 3220LINDENCIRNW WILFONDRICHARDLCHERYLM 3209LINDENCIRNW WELCHWILLIAMIII PARCEL413171LINDENCIRNW DAWSONKATHLEENM 4646DAKOTASTSE CITYOFPRIORLAKE 4646DAKOTASTSE PRIORLAKECITYOFCITYMANAGER PARCEL150 3571CRYSTALBAYLNNW DUMKEBRUCEGEORGE PARCEL161 3582CRYSTALBAYLNNW ANDERSONCHERYL PARCEL14 3183BUTTERNUTCIRSW CHARLESPDECKASTRUST PARCEL16 3205BUTTERNUTCIRNW MATTSONTAMARA PARCEL17 3211BUTTERNUTCIRNW WOJAHNPAULWOJAHNJENNIFER PARCEL19 3222BUTTERNUTCIRNW CHRISTIANGREGORYSHERRIE PARCEL223204BUTTERNUTCIRNWLECLAIREMICHELEM PARCEL37 16511NORTHWOODRDNW LARSONPAULSLARSONAMYG PARCEL38 16499NORTHWOODRDNW ZOSCHKECRAIG PARCEL3916471NORTHWOODRD CHAPMANGREGORYCHAPMANDANIELLE PARCEL5416383NORTHWOODRDNWJONESSARAHJ PARCEL5516361NORTHWOODRDNWREVAKMARILYNC PARCEL5616337NORTHWOODRDNWTETZLOFFPAULAJJOHNL PARCEL5816313NORTHWOODRDNWLEHNERTMARKE PARCEL5716327NORTHWOODRDNWPETSCHLJEFFREYTRACI PARCEL5916285NORTHWOODRDNWSTUART & LUCIALTMANTRUST PARCEL6016273NORTHWOODRDNWANDERSENCRAIGAJODY PARCEL6316231NORTHWOODRDNWPAULAFCOULTERREVOCABLETRUST PARCEL6216245NORTHWOODRDNWATKINSJOSHUACALL PARCEL6416187NORTHWOODRDNWROESNERMARKR PARCEL65 16175NORTHWOODRDNW GERGENMARKM PARCEL66 16163NORTHWOODRDNW HOLDENTERRYL PARCEL67 16153NORTHWOODRD BORRELLCHARLES PARCEL68 16145NORTHWOODRDNW RIVERAJASOND PARCEL69 16139NORTHWOODRDNW PAULMCHAVESREVOCABLETRUSTKRISTENDGOEDERT PARCEL70 16129NORTHWOODRDNW MOENSCOTT PARCEL72 16113NORTHWOODRD VIJARPELECISTRUST PARCEL73 16109NORTHWOODRDNW BERGJEFF PARCEL74 16101NORTHWOODRDNW HODSDONTIMOTHY PARCEL75 16099NORTHWOODRDNW CAMPBELLJOSEPHK PARCEL76 16095NORTHWOODRDNW FLOMTODDR PARCEL77 16093NORTHWOODRDNW BURTDENISEA PARCEL78 16091NORTHWOODRDNW TANEDDY PARCEL79 16087NORTHWOODRDNW SIMONSONJAYSANNJ PARCEL80 16085NORTHWOODRDNW GRUNDERKYLE PARCEL81 16083NORTHWOODRDNE BOLZBRADLEYWBOLZMONAYEM PARCEL82 16077NORTHWOODRDNW PASSOFAROJOSEPHA PARCEL83 16073NORTHWOODRDNW ANDERSONKARL PARCEL85 16067NORTHWOODRDNW SULLIVANBARRYJ PARCEL86 16063NORTHWOODRDNW SULLIVANMOLLYPPARCEL84 16069NORTHWOODRDNW ANDERSONDAVIDGGRETCHEN PARCEL87 16061NORTHWOODRDNW CHIALSTEVENENAOMIR PARCEL88 16059NORTHWOODRDNW GRYTINGKELLYR PARCEL89 16057NORTHWOODRDNW RICHARDSONJESSICA PARCEL90 16055NORTHWOODRDNW HARTLCASEYA PARCEL91 16051NORTHWOODRDNW ERICKSONSCOTTH PARCEL92 16049NORTHWOODRDNW WILLIAMCORINNAGILBERTTRUST PARCEL93 16047NORTHWOODRDNW AUDASJAMESR PARCEL94 16045NORTHWOODRDNW MENDENFRANCIS PARCEL95 16043NORTHWOODRDNW KRAMERDAVIDD PARCEL96 3462WILDSRDGNW CARNEYANDREWJOECARNEYJESSICAANN PARCEL97 16039NORTHWOODRDNW JILLEHOOPERREVOCABLETRUST PARCEL98 16037NORTHWOODRDNW RYANJWILLIAMSREVOCABLETRUSTGRETCHENMWILLI PARCEL99 16035NORTHWOODRDNW HOFFBECKLANDONR PARCEL188 16031NORTHWOODRDNW BARRIBALLSCOTTEDIANEM PARCEL100 16033NORTHWOODRDNW FOLEYSTEVE PARCEL101 16027NORTHWOODRDNW MEEKRYLEE PARCEL10416009NORTHWOODRDNW ZANDERPAULHCATHYCPAULHZANDERREVTRUST PARCEL10516001NORTHWOODRDJANABPATRICKREVOCABLETRUST PARCEL169 3041KNOLLRIDGEDRNW SPLETTSTOESERGREGORYM PARCEL1683055KNOLLRIDGEDRNWNOTERMANNDEBORAHL PARCEL289 16058NORTHWOODRDNW WALLMICHAELJENNIFERPARCEL288 16070NORTHWOODRDNW BAIRRANDELLLSANDRAK PARCEL255 3022HAWKRIDGERDNW MURRTODDETAMARA PARCEL256 3034HAWKRIDGERDNW MEIBOB PARCEL257 3046HAWKRIDGERDNW GREBENYUKYEVGENIY PARCEL258 3058HAWKRIDGERDNW ANDREWSSHARONASBURKETRUST PARCEL259 3091LAKEHAVENCTNW KOEHLERANDREWIREBECCASPARCEL260 3077LAKEHAVENCTNW MILLERDAVIDJNICOLEPARCEL261 3065LAKEHAVENCTNW PELLERKARENLMARKJ PARCEL262 3037LAKEHAVENCTNW ANDERSONLAWRENCEMPAMELAK PARCEL2633050LAKEHAVENCTNW LORIAJOHNSONGOODWINTRUST PARCEL264 3062LAKEHAVENCTNW MENNINGJOSEPHPBETHA PARCEL265 3074LAKEHAVENCTNW PROVANCHAAARONJ PARCEL266 3086LAKEHAVENCTNW LAMAACKDAVIDBMARYB PARCEL267 3098LAKEHAVENCTNW RAYMONDCRAIGALLAN PARCEL268 3197SHADYCOVEPTNW KRECHMICHAELWHEATHERM PARCEL269 3185SHADYCOVEPTNW VELDMANBRUCEACHRISTINEMPARCEL270 3173SHADYCOVEPTNW LUNDQUISTDANIEL PARCEL2713161SHADYCOVEPTNW PETERANDTHERESANAZYTRUST PARCEL2723149SHADYCOVEPTNWDEPREYERIC PARCEL2733137SHADYCOVEPTNWGETTLERJONATHANA PARCEL2743122SHADYCOVEPTNWBRESNAHANADAM & BRESNAHANALYSSA PARCEL275 3134SHADYCOVEPT STEVENSONJAMESROBERTIIISTEVENSONASHLEYMAR PARCEL2763146SHADYCOVEPTNWLAINGDOUGLASWJR & DEBORAHA PARCEL2773158SHADYCOVEPTNWFORSTERMARKT PARCEL278 3170SHADYCOVEPTNW STEPHENGERALDCLOSEANDDANAJEANCLOSETRUST PARCEL279 3182SHADYCOVEPTNW KLOSSNERDEREK PARCEL280 3221LAKEBLUFFCIRNW LARSONJOHNPJILLR PARCEL281 3199LAKEBLUFFCIRNW LETHANH PARCEL282 3191LAKEBLUFFCIRNW HELBERGPAULDCOLEENSHELBERG PARCEL283 3204LAKEBLUFFCIRNW KLEMANATHAN PARCEL284 3212LAKEBLUFFCIRNW HONGJOHNPVLINHM PARCEL285 3220LAKEBLUFFCIRNW DIDIONTAMARAROSE PARCEL286 3228LAKEBLUFFCIRNW BARLASSJACOB PARCEL287 16082NORTHWOODRDNW ERICKSONJAYTCARMENH PARCEL162 2804SPRINGLAKERDSW LINDQUISTKRISTOPHERJ PARCEL116725NORTHWOODRDNWTHEPUBLIC PARCEL163 16730NORTHWOODRD WESTLUNDSTEPHANIE PARCEL2836CENTERRDSW SOLLERPATRICKJ PARCEL2818CENTERRDSWLOUEYTERRILDWIGHTD PARCEL164SCOTTCOUNTYTAXATIONDEPT PARCEL15 3193BUTTERNUTCIRNW FREDERICKSONMARKWSUZANNE PARCEL20 3218BUTTERNUTCIRNW REIMERSCASSANDRAC PARCEL213214BUTTERNUTCIRNW LUNDEDAWNLUNDEMATTHEW PARCEL3 SCOTTCOUNTYPARKSDEPARTMENT PARCEL2SCOTTCOUNTYTAXATIONDEPT PARCEL166 16530NORTHWOODRDNW HAIKERTHOMASFJEANETTEC PARCEL165 SCOTTCOUNTYPARKSDEPARTMENT PARCEL354 15764ISLANDVIEWRD REITMEIERKEVINMPARCEL345 15741FREMONTAVENW TRONDSONSHANER PARCEL13915745ISLANDVIEWRDNWFERGUSONRONW PARCEL317 3445CRYSTALCIRNW SWANSONDENNIS PARCEL346 15723FREMONTAVENW BROWNTROYMRHONDAC PARCEL14015733ISLANDVIEWRDNWBEHRENDTMICHAEL PARCEL 318 3435CRYSTALCIRNW TREADWELLLAURA PARCEL35315750ISLANDVIEWRDNWSOLARZKEVIN PARCEL347 15705FREMONTAVENW PINTMARVINGJUDITHL PARCEL14115721ISLANDVIEWRDNW GIGSTEADDANIELELMAN PARCEL352 15738ISLANDVIEWRDNW THOMPSONDAVIDCARRIEMROSS PARCEL322 3450CRYSTALCIRNW SCHLIEPBRUCEDELIZABETHPARCEL3193425CRYSTALCIRNW PRIORLAKECITYOFCITYMANAGER PARCEL348 15687FREMONTAVENW JOHNSONTRENT PARCEL351 15702ISLANDVIEWRDNW ARLTJOHNP PARCEL323 15710FREMONTAVENW SEIBERLICHSCOTT PARCEL349 15669FREMONTAVENW SIMONDIANAK PARCEL14215707ISLANDVIEWRDNWREICHERTPETERBPARCEL3203430CRYSTALCIRNWBRAGGMICHAELS PARCEL350 15645FREMONTAVENW LUEDKESTEVENA PARCEL143 15695ISLANDVIEWRDNW EVENSONBRADLEYMATTHEW PARCEL3213440CRYSTALCIRNWHOFFMANROBERTJIII PARCEL324 15690FREMONTAVENW SCHMITZWILLIAMJSUSANJ PARCEL144 15683ISLANDVIEWRDNW FIELDDANIELEPARCEL325 15672FREMONTAVENW SLATERMATTHEWSLATERSARAH PARCEL326 15654FREMONTAVENW MORTONDANIELJ PARCEL145 15673ISLANDVIEWRDNW KORSTADCANDICEK PARCEL327 15636FREMONTAVENW FINKENAURSTEPHENPJODYL PARCEL32815616FREMONTAVENWBERGERSUZANNEM PARCEL14615702ISLANDVIEWRDNW ISLANDVIEW5THADDNASSNPETERWHATLEY PARCEL14715567FREMONTAVENWNELSONMARKDLAURAL PARCEL14815549FREMONTAVENWPENNEJONATHANE PARCEL14915531FREMONTAVENWCONROYMICHAELJ PARCEL350HWY212ECRYSTALBAYTOWNHOMESASSOC & %212DEVGROUP PARCEL126 3550ISLANDVIEWCIRNW ANDERSONDANIELC PARCEL127 15987ISLANDVIEWRDNW MORRISRICHARDJPATRICIA PARCEL128 15967ISLANDVIEWRDNW ORENSTEINKURTM PARCEL129 15947ISLANDVIEWRDNW KODIDEKKEVINC PARCEL130 15923ISLANDVIEWRDNW POPPLERSHAWN PARCEL13115897ISLANDVIEWRDNWLEVEILLEDANIELG PARCEL13215871ISLANDVIEWRDNWMALMBERGBRIAND PARCEL13315849ISLANDVIEWRDNW AMMERMANRODNEYCJULIE PARCEL13415829ISLANDVIEWRDNW BRETZKENNETHJDEBORAHK PARCEL13515809ISLANDVIEWRDNW GRABSKIBENJAMINW PARCEL13615789ISLANDVIEWRDNW GARDINERCHARLESIIIGARDINERJESSICA PARCEL13715769ISLANDVIEWRDNWGROHBRIANLLINDAA PARCEL13815757ISLANDVIEWRDNWHELMBACHERKEITHM PARCEL112OVERBYBRAD PARCEL1133715ISLANDVIEWCIRNW JANICEMGRASERREVOCABLETRUST PARCEL114 3715ISLANDVIEWCIRNW JANICEMGRASERREVOCABLETRUST PARCEL115 3735ISLANDVIEWCIRNW WILSONHEIDIC PARCEL116 3755ISLANDVIEWCIRNW EVERSONBRIAN PARCEL117 3773ISLANDVIEWCIRNW JOHNSONMARYR PARCEL118 3791ISLANDVIEWCIRNW STENZELTYRONEDDECIAJ PARCEL119 3809ISLANDVIEWCIRNW HURSTJOHNHURSTSTEFANIE PARCEL120 3827ISLANDVIEWCIRNW HENGEMUHLECHADM PARCEL121 3845ISLANDVIEWCIRNW KOPETZKISTEVENJMARLENE PARCEL122 3857ISLANDVIEWCIR MICHAELPMYSERREVOCABLETRUST PARCEL1233869ISLANDVIEWCIRNW KARGESDAVIDBCHERYLSPATH PARCEL125 3773ISLANDVIEWCIRNW ISLANDVIEW2NDHOMEOWNERASSN PARCEL1243877ISLANDVIEWCIRNW THOMASJRYANREVOCABLETRUST PARCEL109 3579ISLANDVIEWCIRNW PETERBENJAMINCJODIEA PARCEL108 3559ISLANDVIEWCIRNW RICHARDSONTHOMASJ PARCEL107 3545ISLANDVIEWCIRNW SLIPKACHAD PARCEL106 3529ISLANDVIEWCIRNW CHRISTOPHERSONTROYLCHRISTOPHERSONJILLM PARCEL1103595ISLANDVIEWCIRNWDOHERTYANTHONY PARCEL1113545ISLANDVIEWCIRNWISLANDVIEWOUTLOTINC PARCEL379 PRIORLAKECITYOFCITYMANAGER PARCEL375 16000ISLANDVIEWRD PANNKUKTERESAE PARCEL376 16038NORTHWOODRDNW KINSELLAKEITHPJR PARCEL33015995FREMONTAVENWTOTHANNAM PARCEL378 16048NORTHWOODRDNW GRAMLOWCHADA PARCEL380 16050NORTHWOODRDNW HPAIIBORROWER20211LLC PARCEL381 16052NORTHWOODRDNW FRIEDGESDAVIDR PARCEL377 16042NORTHWOODRDNW FREERBAILEYEBARNESADAMP PARCEL37415982ISLANDVIEWRDNWSCHULTZROBERTW PARCEL33115975FREMONTAVENWSCHREIBERRICHARDCTERRYR PARCEL3693425ISLANDCIRNWDEMARSCATHERINER PARCEL373 15970ISLANDVIEWRDNW RAYSUBHASISH PARCEL368 3420ISLANDCIRNW O'FALLONKATHERINECPARCEL33215959FREMONTAVENWHADACJOHNA PARCEL370 3445ISLANDCIRNW GREDENMARKR PARCEL33315941FREMONTAVENWHANISCHMICHAELE PARCEL3673440ISLANDCIRNW GROVENBURGDANNYL PARCEL371 15940ISLANDVIEWRDNW PEMRICKNICOLE PARCEL296 COURSOLLENATASHAK PARCEL3003381FREMONTSTNWLACROIXKEVINJIRENEL PARCEL33415921FREMONTAVENWSENTYRZTODDBDAINAM PARCEL3663460ISLANDCIRNW HUYNHKAZMYN PARCEL365 15918ISLANDVIEWRDNW ALANMBENSONTRUST PARCEL33515901FREMONTAVENWMORRISONBEN PARCEL3023344FREMONTSTNWHOLSTADAMBERTON 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PARCEL42216310TAHINKACTNWSCHELLERDAVIDP PARCEL427 16303TAHINKACTNW KLAMMKENNETHAROCHELLEL PARCEL428 16291TAHINKACTNW WEIRICHERICA PARCEL42116304TAHINKACTNWCHAUHANDILLON PARCEL429 16285TAHINKACTNW BENNETTROBERT PARCEL420 16296TAHINKACTNW DAVIDSONERINDAVIDSONJACOB PARCEL43016281TAHINKACTNW HUANGLIANG PARCEL41916292TAHINKACTNW FRITZENDANIELF PARCEL43116273TAHINKACTNWNYSTROMMARK PARCEL406 2831HAWKRIDGERDNW SONNENBURGJOSHUAP PARCEL418 16288TAHINKACTNW CORDELLEVAN PARCEL43216265TAHINKACTNWCARLSONBENJAMINPARCEL417 16280TAHINKACTNW SCHROBILGENDESIREE PARCEL4072837HAWKRIDGERDNW FRISTEDTRAVISG PARCEL416 16268TAHINKACTNW MEBRAHTUYEMANE PARCEL43316257TAHINKACTNWBEUCRANDONBEUCSASHAPARCEL408 2845HAWKRIDGERDNW GEEMICHAELJ PARCEL41516254TAHINKACTNWALDERMANJASONJ PARCEL43416241TAHINKACTNWGREGORYCORT PARCEL4394646DAKOTASTSEPRIORLAKE,CITYOF & CITYMANAGER PARCEL409 2859HAWKRIDGERDNW JESKEERIC PARCEL438 2983HAWKRIDGERDNW ZAPPASAMUEL PARCEL437 2971HAWKRIDGERDNW EDLUNDJENNIFERK PARCEL41416242TAHINKACTNWENFIELDJESSICAPARCEL410 2867HAWKRIDGERDNW FAHLERSTEVEN PARCEL436 2965HAWKRIDGERDNW MEETHOMASARTHURIIIPARCEL411 2873HAWKRIDGERDNW PARKERBRENNAL PARCEL43516227TAKINKACTNWVANNJOSHUAPARCEL412 2895HAWKRIDGERDNE JOHNSONJAMES PARCEL41316230TAHINKACTNWGUNNELLCHANCEY PARCEL3962791HAWKRIDGERDNWSTANGLERJEFF PARCEL3972793HAWKRIDGERDNWKRANICHNEILJII PARCEL3982795HAWKRIDGERDNWWONGMICHAEL PARCEL3992797HAWKRIDGERDNWGRAFANDREW PARCEL4004646DAKOTASTSEPRIORLAKECITYOF & CITYMANAGER PARCEL4012799HAWKRIDGERDNWWIENERMICHAELJ PARCEL4022801HAWKRIDGERDNWBRAYMARKJ PARCEL4032803HAWKRIDGERDFENSTERMACHERCHRISTIAN PARCEL4042805HAWKRIDGERDNWCHEEVERSHANEL PARCEL4052807HAWKRIDGERDNWSMITHRYANCHARLES PARCEL395 2838KNOLLRIDGEDRNW SENSENBAUGHALLYSONK PARCEL394 2860KNOLLRIDGEDRNW BREMERSCOTT PARCEL393 2872KNOLLRIDGEDRNW DARBYJAY PARCEL385 2982KNOLLRIDGEDRNW BURTUSBRIANMICHAELPAULUS PARCEL392 2888KNOLLRIDGEDRNW HERZJENNIFERE PARCEL386 2970KNOLLRIDGEDRNW LINDSTROMSAMUELM PARCEL387 2954KNOLLRIDGEDRNW KINGSLEYWILLIAMGLEN PARCEL388 4646DAKOTASTSE PRIORLAKECITYOFCITYMANAGER PARCEL389 2936KNOLLRIDGEDRNW SCHEELEJACILYNS PARCEL390 2920KNOLLRIDGEDRNW KOEHMSTEDTTHOMASF PARCEL391 2904KNOLLRIDGEDRNW BIONKATE H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BEN E FIT AP PR AISAL d wg 7/ 22 202 5 9 3 2 42 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 14: Preliminary Assessment Map April 2025 FEETSCALE 0 400 800 HORZ. R UPPER PRIOR LAKE LOWER PRIOR LAKE E A G LE C R E E K A V E N E C R 2 1 154TH STNW (CR82) SPRING LAKE RD SW (CR 12) STEM MER RID GE RD N W NOR T H W O O D R D N W HA W K RIDGE RD N W KNOLLRIDGE DR NW TA HI NKA P L N W B U T T ER N U T C IR N W ISLAND V IE W CIR NW FRE M O NT A VE N W LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY BARRYANDTREVAJAMESLIVINGTRUST 2004AVEW SCOTTCOUNTYTAXATIONDEPT 2004AVEWSCOTTCOUNTYTAXATIONDEPT 4646DAKOTAST SE CITY OF PRIORLAKE 3218 BUTTER NUTCIR NW REIMERS CASSANDRAC 3171 BUTTER NUT CIRNW FRANKSMICHAELJ 3171BUTTERNUT CIR NW FRANKS MICHAELJ 4646 DAKOTA ST SE CITY OF PRIORLAKE PARCEL14 3183BUTTERNUTCIRSW CHARLESPDECKASTRUST PARCEL16 3205 BUTTERNUTCIRNW MATTSONTAMARA PARCEL17 3211 BUTTERNUT CIR NW WOJAHN PAUL WOJAHNJENNIFER PARCEL19 3222BUTTERNUT CIRNW CHRISTIAN GREGORY SHERRIE PARCEL223204BUTTERNUTCIRNWLECLAIREMICHELEM PAR CEL 37 16511NORTH WOODRD NW LARSON PAUL S LARSON AMY G PARCEL38 16499 NORTHWOOD RD N W ZOSCHKEC RAIG PARCEL39 16471NORTHWOODRD CHAPMANGREGORY CHAPMANDANIELLE PARCEL162 2804SPRINGLAKERDSW LINDQUISTKRISTOPHERJ PARCEL 116725NORTHWOOD RDNWTHEPUBLIC PARCEL163 16730 NORTHWOODRD WESTLUNDSTEPHANIE PARCEL 2836CENTERRD SW SOLLERPATRICKJ PARCEL2818CENTERRDSWLOUEYTERRILDWIGHTD PARCEL164 SCOTTCOUNTYTAXATIONDEPT PARCEL15 3193BUTTERNUTCIRNW FREDERICKSONMARKW SUZANNE PARCEL20 3218BUTTERNUTCIRNW REIMERSCASSANDRAC PARCEL21 3214BUTTERNUTCIRNW LUNDEDAWN LUNDEMATTHEW PAR CEL3 SCO TT COUNTYPARKSDEPARTM ENT PARC EL2SCOTTCOUNTYTAXATIONDEPT PA RCEL166 16 530 NORTHWOODRD NW HA IKER THOMAS F JEANETTE C PAR CEL165 SCOTTCOUNTY PARKS DEPARTMENT PARCEL167 CITYOFPRIORLAKE PARCEL196 16445KNOLLRIDGECT NWBECKERJENNIFER PARCEL 187 16479HAWKRIDGE CT SIREKAMBER J PARCEL 189 16475 HAWK RIDGERD NW LUSKEYDAVID M SUSANM PARCEL18616481HAWKRIDGECTNW LOFFHAGEN ADAM G PARCEL190 16471HAWKRIDGECTNW PUSKARICHKATIEPARCEL197 16451KNOLLRIDGE CTNW WILLIAMSGARY L PARCEL195 16437KNOLLRIDGECT N W PALMER WILLIAM PARCEL191 16467HAWKRIDGECTNW ZHDANKINVASILIV PARCEL 185 16 485 HAWK RIDGECT NW WEBERADAM PARCEL192 16463HAWKRIDGECTNW WENDLERTRENTD PARCEL194 16429KNOLLRIDGECTNW BARBERAJACEAUSTIN BARBERASARAHLOUISE PARCEL193 16421KNOLLRIDGECTNW GARYM NEWHARD AMANDAANEWHARDTRUST PARCEL 181 16474HAWKRIDGECTNW LEE MARSHALL PARCEL19816444KNOLLRIDGECT NWKROLKIMBERLYSUSAN PA RCEL184 16488HAWK RIDGECT NW MEYER SEAN PARCEL9 16553NORTHWOODRDNW EQUITYHOLDINGSIILLC PARCEL 7 16571NORTHWOODRDNW DUPONTDONNA PARCEL6 16587NORTHWOODRDNW MORGENSTERNFREDERICK KENDRA COMOLITOR ASS PARCEL10 3121BUTTERNUTCIRNW ELLIASONJAMESD PARCEL12 3155 BUTTERNUT CIRN W MADSONR OGERL BETHALEMIEUXMADSO N PARCEL 4 16633 NORTHWOODRDNW STARK TIMOTHY PARCEL 36 16525N ORTHWO OD RDNW HEN NENL AWRENCE M ARYELAINE PAR CEL35 16525 NORTHWOOD RDNW HENN EN LAWRENCE MARY ELAIN E PARCEL3 4 3124BUT TERNUTCIR NW SEEH USEN CLINT SEEHUSENAMY PARCEL 33 3130BUTTERNUT CIR NW MATTSONJAME S PARCEL 32 3140 BUTTERNUT CIR NW HAWKINSJAN P HA WKINSJOH ND PARCEL31 3152BUTTERN UT CIR NW SILVERNAG ELSCOTT L PAR CEL30 3158BUTTERNUT CIR NW SCHWARZ JOSEPHWILLIAM PARCEL29 3162 BUTTERNUTCIRNW THOMPS ON PATRICKJ PARC EL 27 3174 BUTTERNU TCIRNW HAW KINSONDAVID H AWKINSON JANELLE PARCEL 26 3180 BU TTERNUTCIRNW BAYSINGE RLARRY A MARSHAD PARCEL25 3186BUTTERNUT CIR NW CONZEMIUS DANIELJOSEPH PARCEL 24 3192BUTTERNUTCIRNW DOUGLASPAULE DOUGLASTRACEYA PARCEL233198BUTTERNUTCIRNWO'NEILLKEVINF & MARYPLAPE PARCEL13 3171BUTTERNUT CIRNW FRANKS MICHAELJ PARCEL28 3168BUTTERNUTCIR NW LEWISLISA M PARCEL5 16605NORTHWOODRDNW STENSONGARYR PARCEL11 3133BUTTERNUTCIRNW TRACYMPIRNIEREVOCABLETRUST PARCEL18 3217 BUTTE RNUTCIRNW RUNNIN G DARCYJ MA RYANNE G PA RCEL8 16565 NORTHWOODRDNW EQUITYHOLDINGSILLC H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BEN E FIT AP PR AISAL d wg 7/ 22 202 5 9 3 2 44 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 15: Assessable Parcels Map April 2025 FEETSCALE 0 100 200 HORZ. R SPRINGLAKERDSW C E N T E R R D S W NORTHW O O D R D N W B U T T E RN UT CIR N W HAWK RIDGE CTNW LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY PARCEL42 3175LINDENCIRNW SMITHMITCHELL PARCEL40 3147LINDENCIRNW BARRYANDTREVAJAMESLIVINGTRUST PARCEL43 3189LINDENCIRNW SONNENBURGPAUL PARCEL44 3201LINDENCIR NW RAULAND ALLYSONREHNBORGTRUST PARCEL 48 3198LINDEN CIR N W BEMAN BRIAN D PARCEL49 3186 LINDENCIRNW BAIR BRENTO PARCEL50 3162LINDENCIRNW SUTLIFFDEANN PARCEL51 3124LINDEN CIR NW MARYELIND STROM REVO CABLE TRUSTAGR EEMENT PARCEL71 16119 NORTH WOODRDNW KRISTIKMULLERREVOCABLETRUST 4646DAKOTA ST SE CITY OFPRIOR LAKE PARCEL45 3209LINDEN CIR NW WELCHWILLIAMIII PARCEL46 3221 LINDENCIR NW LEWISTHERESAL PARCEL47 3220 LINDENCIR NW WILFONDRICHARD L CHERYLM 3209LINDEN CIR NW WEL CH WILLIAMIII PARCEL41 3171LINDENCIRNW DAWSONKATHLEENM 4646DAKOTA STSE CITY OFPRIORLAKE 4646 DAKOTA 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PARCEL18316484HAWKRIDGECTNWPRUSEDAVIDS PARCEL 182 1648 0 HAWKRIDGECT NW HOS CHEITADAM N PARCEL180 16462HAWKRIDGECTNW WOYAKLOUISC PARCEL200 16428KNOLLRIDGECT N W COTTER DAVID MAURICE PARCEL179 2859KNOLLRIDGEDR NW REETZDANA PARCEL201 16420KNOLLRIDGE CT NW NELSON MONICA L PARCEL178 2871 KNOLLRIDGE DRNW KOKOSCHKE SCOTT PARCEL 172 2967KNOLLRIDGEDR NW WOZNEY WILLIAM J PA RCEL173 2951KNOLLRIDGE DR NW MCCARTHY JEFFREYD PARCEL177 2885KNOLLRI DGEDRN W S MITH DUSTIN PA RCEL171 2979KNOLLRIDGEDR FURUSEH TRUST PA RCEL 174 2935KNOLLRIDGE DRNW HA RTMANNERICJ PARCEL 175 2921 KNOLLRIDGE DRNW NEIST JENNIFER PARCEL 176 2903 KNOLLRIDGE DRNW NOBLE CHARLES E 16525NOR THWOODRD NW HENNEN LAWRENCE MAR YELAINE PARCEL6116255NORTHWOODRD NWWALVIUSSUSANK PARCEL 52 16427 NORTHWO ODRD NW SMITHLANCE E PARCEL53 16407NORTHWOODRD NW SUEECOOKE REVOCABLE TRUST PARCEL170 3027 KNOLLRIDGE DR LARSON KURTA PARCEL 441 3037HAWKRIDGERDNW BRUDEVOLDMELANIEA ANDREW L PARCEL 384 3032 KNOLLRIDGE DR NW MA NFREDJAMES R AMBERR PARCEL 383 3046KNOLLRIDGE DRNW SEMENENKONATALYA D IGOR PARCEL 382 3060 KNOLLRIDGEDRNW RYBATHOMASJOHNJR PARCEL 4493057VIEWCRESTCIRNW MARCHESSAULT TOM PARCEL 4483043VIEWCRESTCIR NW STROMMEN ERLINGP & NORMA J PARCEL4473029VIEWCRESTCIRNW HOLTANJAMESRJR & SHARI L PARCEL 446 3032 VIEWCREST CIR NW HEGERDOUGLAS P & KALAL PARCEL 4453046VIEWCREST CIRMALLEYJASONJ PARCEL 4443058VIEWCRESTCIRNWHENNYCHRISTOPHERJ PA RCEL443 3061HAWKRIDGERD LYNCHMARGARET MARY PARCEL442 3049HAWKRIDGERDNW HA AGENSENMICHAEL PARCEL 440 3025 HAWKRIDGERDNW KATZMAREKGARY NOU PARCEL424 16322TAHINKACTNW MILLERRONNIE PARCEL425 16325 TAHINKACT NW HAYNES CHRISTOPHERKENNETH PARCE L423 16318 TAHINKA CT NW AND ER SONT AD A PARCEL426 16317TAHINKAPL LEHONG DUNGCAO PARCEL 422 16310 TAHINKA CTNW SCHELLERDAVID P PARCEL427 16303TAHINKACTNW KLAMMKENNETHA ROCHELLEL PARCEL428 16291TAHINKACTNW WEIRICHERICA PARCEL421 16304TAHINKACTNW CHAUHANDILLON PARCEL429 16285TAHINKACTNW BENNETTROBERT PARCEL420 16296TAHINKACTNW DAVIDSONERIN DAVIDSONJACOB PARCEL430 16281TAHINKACTNW HUANGLIANG PARCEL419 16292TAHINKACTNW FRITZENDANIELF PARCEL431 16273TAHINKACTNW NYSTROMMARK PARCEL406 2831HAWKRIDGERDNW SONNENBURGJOSHUAP PARCEL418 16288TAHINKACTNW CORDELLEVAN PARCEL43216265TAHINKACTNWCARLSONBENJAMIN PARCEL417 16280TAHINKACTNW SCHROBILGENDESIREE PARCEL407 2837HAWKRIDGERDNW FRISTEDTRAVISG PARCEL416 16268TAHINKACTNW MEBRAHTUYEMANE PARCEL43316257TAHINKACTNWBEUCRANDONBEUCSASHAPARCEL408 2845HAWKRIDGERDNW GEE MICHAELJ PARCEL41516254TAHINKACTNWALDERMANJASONJ PARCEL43416241TAHINKACTNWGREGORYCORT PARCEL4394646DAKOTASTSEPRIORLAKE,CITYOF & CITYMANAGER PARCEL409 2859HAWK RIDGERD NW JESKEERIC PARCEL438 2983HAWK RIDGE RDNW ZAPPASAMUEL PA RCEL437 2971HAWK RIDGERD NW EDLUNDJENNIFERK PARCEL41416242TAHINKACT NWENFIELDJESSICA PARCEL410 2867HAWKRIDGE RDNW FAHLERSTEVEN PARCEL 436 2965 HAWKRIDGERDNW MEETHOMASARTHURIIIPARCEL 411 2873 HAWKRIDGE RD NW PARKER BRENNA L PARCEL43516227TAKINKACTNWVANNJOSHUAPARCEL 412 2895 HAWK RI DGERDNE JOHNSONJAMES PARCEL41316230TAHINKACTNWGUNNELLCHANCEY PARCEL396 2791 HAWK RIDGE RD NW STANGLER JEFF PARCEL 3972793HAWKRIDGERDNWKRANICHNEILJII PARCEL398 2795HAWK RIDGERD NWWONGMICHAEL PARCEL399 2797HAWKRIDGERD NWGRAFANDREW PARCEL400 4646DAKOTA STSEPRIORLAKECITYOF & CITYMANAGER PARCEL401 2799HAWKRIDGERDNWWIENERMICHAELJ PARCEL 4022801HAWKRIDGERDNWBRAYMARKJ PARCEL 4032803HAWKRIDGERDFENSTERMACHERCHRISTIAN PARCEL4042805HAWKRIDGERDNW CHEE VERSHANEL PARCEL405 2807HAWKRIDGERDNW SMITHRYANCHARLES PAR CEL395 2838 KNOLLRIDGEDRNW SENSENBAUGH ALLYSON K PARCEL394 2860 KNOLLRIDGEDRNW BREMER SCOTT PARCEL 393 2872KNOLLRIDGE DR N W DARBYJAY PARCEL385 2982KNOLLRIDGEDR NW BU RTUSBRIAN MICHAELPAULUS PARCEL392 2888 KNOLLRID GEDRN W HERZJENNIFERE PARCEL 386 2970 KNOLLRIDGE DRNW LINDSTROMSAMUELM PARCEL 387 2954KNOLLRIDGE DRNW KINGSLEYWILLIAMGLEN PARCEL 388 4646DAKOTAST SE PRIOR LAKE CITYOF CITYMANAGER PA RCEL389 2936KNOLLRIDGE DRNW SCHEELEJACILYNS PA RCEL390 29 20KNOLLRIDGE DRNW KOEHMSTEDTTHOMAS F PARCEL 391 2904 KNOLLRIDGEDRNW BIONKATE H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BEN E FIT AP PR AISAL d wg 7/ 22 202 5 9 3 2 46 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 16: Assessable Parcels Map April 2025 FEETSCALE 0 100 200 HORZ. R LINDEN CIR NW NO RTHW OOD RD NW KNOLLRIDGE DR NW HAWK RIDGE CTNWKNOLLRIDGECTNW HAW KRID GERD N W VI SI O N A R Y H EI G H T S CI R N W TAHINKA CT N W VIEWCRESTCIR NW LA KE H A VE N CT N W LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY PARCEL71 16119NORTHWOODRD NW KRISTIK MULLER REVOCABLETRUST PARCEL 29115940ARTICCIRNWSTAYSAFELLC PARCEL 29015994ARTICCIRNWTEILBORGJOHNA & LORRAINE PARCEL6316231NORTHWOODRDNW PAULAFCOULTERREVOCABLETRUST PARCEL6216245NORTHWOODRDNWATKINSJOSHUACALL PARCEL64 1618 7NORTHWOODRDNW ROESNERMARKR PARCEL65 16175NORTHWOODRDNW GERGENMARKM PARCEL66 16163NORTHWOODRDNW HOLDENTERRYL PARCEL67 16153NORTHWOODRD BORRELLCHARLES PARCEL68 16145NORTH WOODRDNW RIVERAJASOND PARCEL69 16139NORTHWOOD RDNW PAULMCHAVESREVOCABLETRUST KRISTENDGOEDERT PARCEL70 16129 NORTH WOODRDNW MOENSCOTT PARCEL 72 16113NORTHWOODRD VIJA RPELECISTRUST PARCEL73 16109 NORTHWOOD RD N W BERGJEFF PARCEL74 16101 NORTH WOOD RDNW HODSDONTIMOTHY PARCEL75 16099NORTHWOODRD NW CAMPBELLJOSEPHK PARCEL 76 16095NORTHWOODRD N W FLOMTODDR PARCEL 77 16093NORTHWOODRD NW BURT DENISEA PARCEL 78 16091NORTHWOODRD N W TANEDDY PARCEL79 16087NORTH WOOD RDNW SIMONSONJAYS ANNJ PARCEL80 16085 NORTHWOODRD N W GRUNDERKYLE PARCEL81 16083 NORTH WOOD RDNE BOLZBRADLEYW BOLZMONAYE M PARCEL 82 16077NORTHWOODRDNW PASSOFAROJOSEPHA PARCEL 83 16073NORTHWOODRD N W ANDERSONKARL PARCEL85 16067 NORTH WOOD RD N W SULLIVANBARRYJ PARCEL86 16063 NORTH WOOD RD N W SULLIVANMOLLYPPARCEL84 16069NORTHWOODRDNW ANDERSON DAVID G GRETCHEN PARCEL87 16061NORTHWOOD RDNW CHIALSTEVENE NAOMIR PARCEL88 16059NORTH WOOD RD N W GRYTING KELLYR PARCEL89 16057NORTHWOODRDNW RICHARDSONJESSICA PARCEL90 16055 NORTHWOOD RD N W HARTL CASEY A PARCEL91 16051NORTHWOOD RD N W ERICKSONSCOTTH PARCEL92 16049 NORTHWOOD RD N W WILLIAM CORINNA GILBERTTRUST PARCEL 93 16047 NORTHWOOD RDNW AUDASJAMES R PARCEL94 16045 N O RTHWOOD RDNW MENDEN FRANCIS PARCEL95 16043 NORTHWOODRD NW KRAMER DAVIDD PARCEL289 16058NORTHWOODRDNW WALLMICHAEL JENNIFER PARCEL288 16070NORTHWOODRDNW BAIRRANDELLL SANDRA K PARCEL255 3022HAWKRIDGERDNW MURRTODDE TAMARA PARCEL256 3034HAWKRIDGERDNW MEIBOB PARCEL257 3046HAWKRIDGERDNW GREBENYUKYEVGENIY PARCEL 258 3058 HAWKRIDGERDNW ANDREWS SHARONAS BURKETRUST PARCEL259 3091LAKEHAVENCTNW KOEHLERANDREWI REBECCAS PARCEL260 3077LAKEHAVENCTNW MILLERDAVIDJ NICOLE PARCEL261 3065LAKEHAVENCTNW PELLERKARENL MARKJ PARCEL262 3037LAKEHAVENCTNW ANDERSONLAWRENCEM PAMELAK PARCEL263 3050LAKEHAVENCTNW LORIAJOHNSONGOODWINTRUST PA RCEL264 3062LAKEHAVENCTNW MENNINGJOSEPHP BETH A PAR CEL 265 3074LAKE HAVEN CT NW PROV ANCHA AARONJ PARC EL266 3086LAKE HAVENCTNW LAMAACKDAVID B M ARY B PARCEL267 3098LAKE HAVEN CTNW RAYMOND CRAIGALLAN PARCEL268 3197SHADYCOVEPTNW KRECHMICHAELW H EATHERM PARCEL 269 3185S HADYCOVEPT NW VELDMAN BRUCE A CHRISTINEM PARCEL270 3173 SHADY COVE PTNW LUNDQUISTD ANIEL PARCEL 271 3161SHADYCOVE PTNW PETER ANDTHERESANAZYTRUST PARCEL2723149SHADYCOVEPTNWDEPREYERIC PARCEL2733137SHADYCOVEPTNWGETTLERJONATHANA PARCEL 274 3122 SHADY COVE PT NW BRESNAHAN ADAM & BRESNAHAN ALYSSA PARCEL275 3134SHADYCOVEPT STEVENSONJAMESROBERTIII STEVENSONASHLEYMAR PARCEL 276 3146 SHADY COVE PTNW LAING DOUGLASWJR DEBORAHA PARCEL 277 3158 SHADY COVE PTNW FORSTERMARK T PARCEL 278 3170 SH AD YCOVE PTNW STEPHEN GERALDCLO SE AND DANAJEANCLOSE TRUST PARCEL 279 3182 SHADYCOVEPTN W KLOS SNERDEREK PAR CEL2 80 3221LAK EBLU FFCIR NW LARSONJOHN P JILLR PARCEL 281 3199 LAKEB LUFFCIRNW LE THANH PARCEL282 3191 LAKE BLUFFCIRNW HELBERG PAULD COLEEN S HELBERG PARCEL283 3204LAKEBLUFFCIR NW KLEMANATHAN PARCEL284 3212LAKEBLUFFCIRNW HON GJOHNPV LINH M PARCEL285 3220 LAKE BLUFF CIR NW DIDIONTAMARAROSE PARCEL286 3228LAKEBLUFFCIRNW BARLASSJACOB PARCEL287 16082 NORTH WOODRD NW ERICKSONJAY T CARMEN H PARCEL379 PRIOR LAKE CITY OF CITYMANAGER PARCEL 33015995FREMONTAVENWTOTHANNAM PARCEL 380 16050NORTHWOODRDNW HPA IIBORROWER 2021 1LLC PA RCEL381 16052NORTHWOODRDNW FRIEDGESDAVIDR PARCEL331 15975FREMONTAVENW SCHREIBERRICHARDC TERRYR PARCEL369 3425 ISLAND CIR NW DEMARSCATHERINE R PARCEL368 3420ISLANDCIRNW O'FALLONKATHERINEC PARCEL332 15959FREMONTAVENWHADACJOHNA PARCEL 33315941FREMONTAVENWHANISCHMICHAELE PARCEL367 3440ISLANDCIRNW GROVENBURGDANNYL PARCEL296 COURSOLLE NATASHA K PARCEL3003381FREMONTSTNWLACROIXKEVINJIRENEL PARCEL33415921FREMONTAVENW SENTYRZTODDB DAINAM PARCEL366 3460ISLANDCIRNW HUYNHKAZMYN MORRISONBEN PARCEL297 15990FREMONTAVENW HILLESHIEMJODYA PARCEL298 15978FREMONTAVENW CA MERONDANIELA PARCEL 301 3345 FREMONT STNW AALAND NICHOLASS PARCEL299 15960FREMONTAVENW HAYESPATRICKWSHELLYM PARCEL213 2810HAWKRIDGERDNW CHARLESANDMICHELEMCFALLTRUST PARCEL214 2822HAWKRIDGERDNW SCHLICHTMANNBENJAMINWILLIAM PARCEL215 2828HAWKRIDGERDNW GROESSREVOCABLETRUST PARCEL216 2836HAWKRIDGERDNW HAUTMANBRADENJAMES PARCEL 217 2840HAWK RIDGE RDNWDEMINVITALYGENNADYEVICH PARCEL219 16212VISIONARY HEIGHTSCIR NW HELGERSONKARIC PARCEL218 2852HAWKRIDGERD N W ANDERSONJASON PARCEL 253 2976 HAWKRIDGERDNW PUDELLMATTHEW D PARCE L 220 16200VISIONARYHEIGHTSCIRNW MAROTHEODORE B PARCEL229 16211VISIONARYHEIGHTSCIRNW BURNS MICHAELT PA RCEL252 2970 HAWKRIDGERDNW SNYDERAARONMPARCEL25116201TAHINKAPLNWPORTERERIC PARCEL 230 16202 TAHINKA PL NW MCCLURE DANIELJ PARCE L221 16196VISIONARYHEIGHTSCIRNW BECHTHOLDTRAVIS PARCEL 228 16197VISIONARY HEIGHTSCIR NW ZECKJOSEPH J PARCEL250 16183TAHINKAPLNW MONTAGTREVOURJ PARCEL231 16180 TAHINKA PL NW THEISADAMR PARCEL222 16184VISIONARY HEIGHTS CIRNWBERGNERJESSET PARCEL 24916167TAHINKAPLNWFERINBRIANJ PARCEL 232 16164TAHINKA PLNW PURFEERST BENNETT P & WOODCOCK KATE EPARCEL223 16178VISIONARYHEIGHTSCIRNW JACOBJAMESV PARCEL226 16179 VISIONARY HEIG HTS CIR NW FORDAHL PAULD PARCEL224 16175 VISI ONARY HEIGHTS CIR N W SVELAJASON W PARCEL225 16177VISIONARYHEIGHTSCIRNW JACOBUSRYANKEITH PARCEL 233 16150TAHINKA PLNW HUBLE THEODOREJ PARCEL 24716135TAHINKAPLNWMOORENATHANIEL PARCEL 234 16132 TAHINKA PL NW ALLWINETRICIAL PARCEL24616117TAHINKAPLNWRAADTJEREMY PARCEL235 16811 TAHINKA PL NW JACOBSRYANA PARCEL24516101TAHINKAPLNWDAUERCRAIGW & ANNEE PARCEL 23616100TAHINKAPLNWMARTINEKRICHARDJ PARCEL24416093TAHINKAPLNWBLATTNERCRAIGE PARCEL237 16082 TAHINKA PL NW MARTIN SHAWN PARCEL24316069TAHINKAPLACENWCARRMICHAELR PARCEL 24216057TAHINKAPLNW LUNDDAVIDK PARC EL23916046TAHINKAPLNW SCHR ANKGERALDD THERESAM PARCEL 24016037TAHINKAPLNW SACHS DONALD J PARCEL 241 16041 TAHINKA PLNW NOWAK PAULJ PARCEL 254 PRIORLAKE CITY OF CITY MANAGER PARCE L227 16185VISIONARY HEIGHTSCIR NW LEE JAMESA PARCEL24816153TAHINKAPLNW TUYJONATHAN PARCEL 238 16064 TAHINKAPLNW DAMMANN PAULR PARCEL 2004AVE W SC OTTCOUNTY PARKS DEPARTMENT PARCEL212 2808HAWKRIDGERDNW PAVELICHJEFFREYA PARCEL6116255NORTHWOODRDNWWALVIUSSUSANK PARCEL441 3037 HAWKRIDGERDNW BRUDEVOLDMELANIE A ANDREWL PARCEL 443 3061 HAWKRIDGERD LYNCHMARGARETMARY PARCEL442 3049HAWKRIDGERDNW HAAGENSENMICHAEL PA RCEL440 3025HAWKRIDGERDNW KA TZMAREKGARY NOU 16292TAHINKACTNW PARCEL431 16273TAHINKACTNW NYSTROMMARK PARCEL406 2831HAWKRIDGERDNW SONNENBURGJOSHUAP PARCEL418 16288TAHINKACTNW CORDELLEVAN PARCEL43216265TAHINKACTNWCARLSONBENJAMIN PARCEL417 16280TAHINKACTNW SCHROBILGENDESIREE PARCEL407 2837HAWKRIDGERDNW FRISTEDTRAVISG PARCEL416 16268TAHINKACTNW MEBRAHTUYEMANE PARCEL43316257TAHINKACTNWBEUCRANDONBEUCSASHAPARCEL408 2845HAWK RIDGERDNW GEEMICHAELJ PARCEL41516254TAHINKACTNWALDERMANJASONJ PARCEL43416241TAHINKACT NWGREGORYCORT PARCEL409 2859HAWKRIDGE RDNW JESKEERIC PARCEL 438 2983 HAWK RIDGE RD NW ZAPPA SAMUEL PARCEL 437 2971 HAWK RIDGE RDNW ED LUNDJENNIFERK PARCEL 41416242TAHINKACTNWENFIELDJESSICA PARCEL410 2867HA WKRIDGERD NW FAHLERSTEVEN PA RCEL436 2965HAWKRIDGERDNW MEETHOMASARTHURIII PARCEL411 2873HAWK RIDGE RDN W PARKER BRENNAL PARCEL43516227TAKINKACTNWVANNJOSHUAPARCEL412 2895 HA WK RIDGE RD NE JO HNS ONJAMES PARCEL41316230TAHINKACTNWGUNNELLCHANCEY H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BEN E FIT AP PR AISAL d wg 7/ 22 202 5 9 3 2 49 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 17: Assessable Parcels Map April 2025 FEETSCALE 0 100 200 HORZ. R VI SI O N A R Y H EI G H T S CI R N W HAWKRIDGERDNW TAHINKA CT NW T A HI NKA P L N W NOR T H W O O D R D N W LAKE HAVENCTN W S H A D Y C O V E P O IN T N W LA K E B L U F F C IR N W NORTHWOOD RD NW FREMONTAVENW LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY PARCEL 29115940ARTICCIRNWSTAYSAFELLC PARCEL290 15994ARTICCIRNWTEILBORGJOHNA & LORRAINE PARCEL295 COURS OLLE NATASHA K PARCEL292 MAHONEYJEROMER SUSAN PARCEL29315880ARTICCIRNWSTAYSAFELLC 4646DAKOTA ST SEPRIORLAKECITYOF CITYMANAGER PARCEL 29415820ARTICCIRNWCOURSOLLENATASHAK 16067 NORTH WOOD RDNW PARCEL86 16063NORTH WOOD RDN W SULLIVAN MOLLY P PARCEL87 16061NORTHWOODRDNW CHIAL STEVENE NAOMIR PARCEL88 16059NORTHWOOD RDN W GRYTING KELLY R PARCEL89 16057NORTHWOODRDNW RICHARDSONJESSICA PARCEL90 16055 NORTHWOOD RD N W HARTL CASEY A PARCEL91 16051 NORTH WOOD RD N W ERICKSON SCOTTH PARCEL92 16049NORTHWOOD RD N W WILLIAM C ORINNA GILBERTTRUST PARCEL93 16047 NORTHWOOD RD NW AUDASJAMES R PAR CEL94 16045 NORT HWO O D RD NW MENDENFRANCIS PARCEL95 16043 NORTHWOOD RD NW KRAMER DAVI D D PARCEL96 3462 WIL DS R DG NW CARNEY ANDREWJOE CARNEYJESSICA A NN PARCEL97 16039NORTHWOOD RDNW JILLE H OOPER REVOCABLETRUST PARCEL 98 16037NORTHWOODRD NW RYANJ WILLIAMSREVOCABLE TRUST GRETCH EN M WILLI PARCEL99 16035NORTHWOODRDNW HOFFBECK LANDONR PARCEL 188 16031NORTHWOOD RDNW BARRIBALL SCOTT E DIANE M PARCEL 100 16033NORTHWOOD RDNW FO LEY STEVE PARCEL101 16027 N ORTH WOOD RD NW MEEKRYLEE PARCEL10416009NORTHWOODRDNW ZAND ERPAULH CATHYC PAULHZANDERREVTRUST PARCEL 105 16001 NORTHWOOD RD JANABPATRICK REVOCABLE TRUST PARCEL289 16058NORTHWOOD RDNW WALLMICHAEL JENNIFER PARCEL288 16070 NORTH WOODRDNW BAIR RANDELLL SANDRAK PARCEL354 15764ISLANDVIEWRD REITMEIERKEVINM PARCEL345 15741FREMONTAVENW TRONDSONSHANER PARCEL13915745ISLANDVIEWRDNW FERG USONRONW PARCEL317 3445CRYSTALCIRNW SWANSONDENNIS PARCEL346 15723FREMONTAVENW BROWNTROYM RHONDAC PARCEL140 15733ISLANDVIEWRDNW BEHRENDTMICHAEL PARCEL318 3435CRYSTALCIR NW TREADWELL LAURA PARCEL353 15750ISLAND VIEW RDNW SOLARZKEVIN PARCEL347 15705FREMONTAVENW PINTMARVING JUDITHL PARCEL141 15721ISLANDVIEWRDNW GIGSTEADDANIELELMAN PARCEL352 15738ISLANDVIEWRDNW THOMPSONDAVID CARRIEMROSS PARCEL322 3450CRYSTALCIRNW SCHLIEPBRUCED ELIZABETH PARCEL 319 3425 CR YSTALCIR NW PRIOR LAKECITY OF CITYMANAGER PARCEL348 15687FREMONTAVENW JOHNSONTRENT 15702ISLANDVIEWRDNW PARCEL126 3550ISLAND VIEW CIR NW ANDERSON DANIE LC PARCEL 127 15987 ISLAND VIEWRD NW MOR RIS RIC HARD J PATRICIA PARCEL128 1596 7ISLAND VIEW RDNW ORENSTEINKURTM PARCEL 129 15947ISLANDVIEWRD NW KODIDEKKEVIN C PARCEL130 15923ISLAND VIEW RDNW POPPLER SHAWN PARCEL131 15897 ISLAND VIEW RD NWLEVEILLEDANIELG PARCEL132 15871ISLANDVIEWRDNW MALMBERGBRIAND PARCEL133 15849ISLANDVIEWRDNW AMMERMANRODNEYC JULIE PARCEL134 15829ISLANDVIEWRDNW BRETZKENNETHJ DEBORAHK PARCEL135 15809ISLANDVIEWRDNW GRABSKIBENJAMINW PARCEL136 15789ISLANDVIEWRDNW GARDINERCHARLESIII GARDINERJESSICA PA RCEL137 15769ISLANDVIEWRDNW GROHBRIANL LINDAA PARCEL138 15757ISLANDVIEWRDNW HELMBACHERKEITHM PARCEL 112 OVERBY BRAD PARCEL 113 3715 ISLANDVIEWCIRNW JANICE MGRASERREVOCABLETRUST PAR CEL 114 3715ISLAN D VIEW CI R NW JANICE M GRASER REVOCABLE T RUST PARCEL115 3735ISLANDVIEW CIRNW WILS ON HEIDI C PARCEL116 3755ISLANDVIEW CIR NW EVERS ON B RIA N PARCEL117 3773ISLA ND VIEW CIR NW J OHNSO N MARY R PARCEL118 3791ISLANDVIEWCIR NW STENZELTYR ONED DECIAJ PA RCEL119 3809ISLANDVIEWCIR NW HURSTJOHN HU RST STEFANIE PARCEL120 3827ISLANDVIE W CIR N W HENGE MUHLE CHAD M PARCEL121 3845ISLAND VIE WCIRNW KOPETZKISTEVENJ MARLENE PARCEL122 3857ISLANDVIEWCIR MICHAELPMYSERREVOCABLETRUST PARCEL123 3869ISLANDVIEWCIRNW KARGESDAVIDB CHERYLSPATH PARCE L125 3773 ISLAND VIEWCIRNW ISLANDVIEW2ND HOMEOWNER ASSN PARCEL124 3877ISLANDVIEWCIRNW THOMASJRYANREVOCABLETRUST PARCEL 109 3579 ISLAND VIEW CIRNW PETERBENJAMINC JODIE A PARCEL 108 3559ISLANDVIEW CIR NW RICHARDSONTHOMASJ PA RCEL107 3545 ISLANDVIEW CIR NW SLIPKA CHAD PARCEL106 3529ISLAND VIEW CIRNW CHRISTOPHERSONTROY L CHRISTOPHERSONJILLM PARCEL110 3595 ISLAND VIEW CIR NW DOHERTYANTHONY PARCEL1113545ISLANDVIEWCIRNW ISLAND VIEWOUTLOTINC PARCEL 379 PR IORLAKE CITYOF CITYMANAGER PARCEL 375 16000 ISLANDVIEW RD PANNKUK TERESAE PA RCEL376 16038 NORTHWOODRD NW KINSELLAKEITH P JR PARCEL 330 15995 FREMONT AVE NWTOTHANNAM PARCEL378 16048 NORTHWOODRD NW GRAMLOWCHAD A PARCEL 380 16050NORTHWOOD RD NW HPA IIBORROWER20211LLC PARCEL 381 16052NORTHWOOD RDNW FRIEDGESDAVID R PARCEL 377 16042NORTHWOODRD NW FR EERBAILEY E BARNES ADAM P PARCEL374 15982 ISLAND VIEW RD NW SCHULTZ ROBERT W PARCEL331 15975FREMONTAVENW SCHREIBERRICHARDC TERRYR PARCEL369 3425ISLANDCIRNW DEMARS CATHERINE R PARCEL 373 15970ISLAND VIEWRD NW RAY SU BHA SISH PARCEL368 3420ISLANDCIRNW O'FALLONKATHERINEC PARCEL33215959FREMONTAVENW HADACJOHNA PARCEL370 3445ISLANDCIRNW GREDENMARKR PARCEL33315941FREMONTAVENWHANISCHMICHAELE PARCEL367 3440ISLANDCIRNW GROVENBURGDANNYL PARCEL 371 15940ISLAND VIEWRD NW PEMRIC KNIC OLE P ARCEL296 COU RSOLLE NATASHA K PARCEL3003381FREMONTSTNWLACROIXKEVINJIRENEL PARCEL33415921FREMONTAVENW SENTYRZTODDB DAINAM PARCEL366 3460ISLANDCIRNW HUYNHKAZMYN PARCEL365 15918ISLANDVIEWRDNW ALAN MBENSONTRUST PARCEL33515901FREMONTAVENWMORRISONBEN PARCEL 302 3344 FREMON TSTNW HOLSTADAMBERTON PARCEL33615889FREMONTAVENW SEMSCHWILLIAM HARTFIELSALLY PARCEL 3043386FREMONTSTNWVLASINERICLBETHANYJ PARCEL 3033366FREMONTSTNWMCLAINCASEY PARCEL 363 15894ISLAND VIEWRDNW PHILLIPS JOEL PARCEL33715873FREMONTAVENW RUESINKSTEVENJ KARLEENR PARCEL 307 3361 FREMON TCIRNW SCHROEDERMINDY PARCEL 305 3399FREEMONT CIRNW LINKJOSEPH PARCEL 306 3375FREMONTCIRNW HANSENJEFFREYS SHANNONR PARCEL33815855FREMONTAVENWSINZHEIMERTODDA PARCEL308 3330 FREMONT CIRNW RYKKENROBERTJ PARCEL33915839FREMONTAVENW SIWINSKIMICHAEL MATTSONLORI PARCEL361 15866ISLANDVIEWRDNW FROMMJAMES PARCEL312 3400FREEMONTCIRNW STARRANTHONYJ JESSICAA PARCEL309 3350FREMONTCIRNW ENGELSONRICHARD MARGARET PARCEL34015821FREMONTAVENW HELMANDOLLARMEGAN PARCEL341 15805FREMONTAVENW LAUGHRIDGETRENTD PARCEL 3103364FREMONTCIRNWBACHMANNJAMIELYNN PARCEL311 3384FREMONTCIRNW O'HALLORANBARBARAJO SEANP PARCEL359 15842ISLANDVIEWRDNW PIERCEMARTINT PARCEL31315820FREMONTAVENW BLONIGENNORBERTA PARCEL342 15787FREMONTAVENW DUBOISJOE PARCEL343 15771FREMONTAVENW GEYENDAREN PARCEL314 15800FREMONTAVENW KLINEJAYNEL PARCEL315 15784FREMONTAVENW MUEHLHAUSERBRETTA PARCEL355 15774ISLANDVIEWRDNW HORRACHWILLIAM MARTA PARCEL344 15759FREMONTAVENW BLOOMQUISTPATRICKJ SHAWNA PARCEL316 15770FREMONTAVENW STEINRANDY PARCEL 372 15956ISLAND VIEW RD NW GEILJO ELD JEAN E PARCEL360 15852ISLANDVIEWRDNW BEISWENGERDONALD ROBERTA PARCEL358 15828ISLANDVIEWRDNW KLINEJAMESW CYNTHIAA PARCEL357 15800ISLANDVIEWRD ROLEFFMAXR PARCEL356 15786ISLANDVIEWRDNW BOESEJOSHUACHRISTOPHERBOESEJESSICALYNN PARCEL 364 15906 ISLAND VIEW RDNW OLSEN JULIEA PARCEL362 15878ISLANDVIEWRDNW BEAUFOYJEFFERYJ PARCEL297 15990FREMONTAVENW HILLESHIEMJODYA PARCEL298 15978FREMONTAVENW CAMERONDANIELA PARCEL 301 3345 FREMONTSTNW AALAND NICHOLASS PARCEL299 15960FREMONTAVENW HAYESPATRICKW SHELLYM PARCEL102 16015NORTHWOODRDNW VIGKRISTIN PARCEL103 16013NORTHWOODRD NW THIBAULTMICHAELD RHONDALTHIBAULT H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BEN E FIT AP PR AISAL d wg 7/ 22 202 5 9 3 2 51 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 18: Assessable Parcels Map April 2025 FEETSCALE 0 100 200 HORZ. R NOR T H W O O D R D N W NORTHWOOD RD NW FREMONT AVENW ISLAN D VIE W C I R N W ISLANDVIEWRDNW ISLAN D CIR N W FREMONT STNW FREMONT CIR NW C R Y ST A L CIR N W LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY PARCEL151 3575 CRYSTAL BAYLN NW LARRYA RACHELLE KALLEVIGFAMILY TRUST PARCEL152 3585CRYSTALBAYLN NW LORIA MANDERS REVOCABLE TRUST PARCEL153 3589 CRYSTALBAYLNNW SCHEELTHOMAS W PARCEL154 3607 CRYSTAL BAYLN N W KUYPER SCOTT PARCEL155 3611CRYSTALBAYLN NW OLSON NEALV PARCEL 156 3629 CRYSTAL BAYLNNW CARINLTHO MAS DECLARATION OF TRUST P ARCEL157 3633 CRYSTALBAY LN NW POLSTERJEFF ELLA PARCEL159 36 51CRYSTALBAY LN NW KAMRATH GARY R PA RCEL158 3647 CRYSTALBAY LNNW LEJEUNE JASON PARCEL160 3586CRYSTALBAYLNNW OLSONFAMILYTRUST 4646DAKOTA STSEPRIORLAKECITYOF CITYMANAGER PARCEL 29415820ARTICCIRNWCOURSOLLENATASHAK PARCEL150 3571 CRYSTAL BAYLNNW DUMKEBRUCE GEORGE PARCEL161 3582CRYSTALBAYLNNW ANDERSON CHERYL PARCEL354 15764ISLANDVIEWRD REITMEIERKEVINM PARCEL345 15741FREMONTAVENW TRONDSONSHANER PARCEL13915745ISLANDVIEWRDNWFERGUSONRONW PARCEL317 3445CRYSTALCIRNW SWANSONDENNIS PARCEL346 15723FREMONTAVENW BROWNTROYM RHONDAC PARCEL140 15733ISLANDVIEWRDNW BEHRENDTMICHAEL PARC EL318 3435 CRYSTAL CIRNW TREA DWELLLAURA PARCEL353 15750ISLAND VIEW RDNW SOLARZ KEVIN PARCEL347 15705FREMONTAVENW PINTMARVING JUDITHL PARCEL141 15721ISLANDVIEWRDNW GIGSTEADDANIELELMAN PARCEL352 15738ISLANDVIEWRDNW THOMPSONDAVID CARRIEMROSS PARCEL322 3450CRYSTALCIRNW SCHLIEPBRUCED ELIZABETH PARCEL 319 3425 CRYSTALCIRNW PRIOR LAKECITYOF CITYMANAGER PARCEL348 15687FREMONTAVENW JOHNSONTRENT PARCEL351 15702ISLANDVIEWRDNW ARLTJOHNP PARCEL323 15710FREMONTAVENW SEIBERLICHSCOTT PARCEL349 15669FREMONTAVENW SIMONDIANAK PARCEL 142 15707 ISLAND VIEW RDNW REICHERT PETER B PARCEL320 3430CRYSTALCIRNW BRAGGMICHAELS PARCEL350 15645FREMONTAVENW LUEDKESTEVENA PARCEL143 15695ISLAND VIEWRDN W EVENSON BRADLEY MATTHEW PARCEL 3213440CRYSTALCIRNWHOFFMANROBERTJIII PARCEL324 15690FREMONTAVENW SCHMITZWILLIAMJ SUSANJ PARCEL 144 15683ISLAND VIEWR DNW FIELDDANIELE PARCEL325 15672FREMONTAVENW SLATER MATTHEW SLATERSARAH PARCEL326 15654FREMONTAVENW MORTONDANIELJ PARCEL 145 15673ISLANDVIEWR DN W KORSTADCANDICE K PARCEL327 15636FREMONTAVENW FINKENAURSTEPHENP JODYL PARCEL328 15616FREMONT AVENW BERGER SUZANNE M PARCEL146 15702ISLANDVIEWRDNW ISLANDVIEW5THADDNASSN PETERWHATLEY PARCEL 14715567FREMONTAVE NWNELSONMARKDLAURAL PARCEL 14815549FREMONTAVE NWPENNEJONATHANE PARCEL149 15531 FREMONT AVENWCONROYMICHAELJ PARCEL 350 HWY212E CRYSTAL BAYTOWNHOMES ASSOC & %212DEVGROUP PARCEL135 15809ISLANDVIEWRDNW GRABSKIBENJAMINW PARCEL136 15789ISLANDVIEWRDNW GARDINERCHARLESIII GARDINERJESSICA PARCEL137 15769ISLANDVIEWRDNW GROHBRIANL LINDAA PARCEL138 15757ISLANDVIEWRDNW HELMBACHERKEITHM PARCEL340 PARCEL341 15805FREMONTAVENW LAUGHRIDGETRENTD 3384FREMONTCIRNW O'HALLORANBARBARAJO SEANP PARCEL359 15842ISLANDVIEWRDNW PIERCEMARTINT PARCEL313 15820FREMONTAVENW BLONIGENNORBERTA PARCEL342 15787FREMONTAVENW DUBOISJOE PARCEL343 15771FREMONTAVENW GEYENDAREN PARCEL314 15800FREMONTAVENW KLINEJAYNEL PARCEL315 15784FREMONTAVENW MU EHLHAUSERBRETTA PARCEL355 15774ISLANDVIEWRDNW HORRACHWILLIAM MARTA PARCEL344 15759FREMONTAVENW BLOOMQUISTPATRICKJ SHAWNA PARCEL316 15770FREMONTAVENW STEINRANDY PARCEL358 15828ISLANDVIEWRDNW KLINEJAMESW CYNTHIAA PARCEL357 15800ISLANDVIEWRD ROLEFFMAXR PARCEL356 15786ISLANDVIEWRDNW BOESEJOSHUACHRISTOPHER BOESEJESSICALYNN PARCEL 16154 MAINAVESESTE110 D WENSMANN REALTY PARCE L 329 3358 GLYNWATER TRLNW PRIOR LAKE CITYOF CITYMANAGER H: PLAK 24X13582 9000 C A D C3 D FIGR 1 35 82 9 ASSESSM ENT BEN E FIT AP PR AISAL d wg 7/ 22 202 5 9 3 2 52 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 19: Assessable Parcels Map April 2025 FEETSCALE 0 100 200 HORZ. R FRE M O N T AV E N W C RY STAL CIR N W ISLA N D VIE W R D N W 154TH STNW LEGEND STREET PROJECT AREA 2027 RECONSTRUCTION ASSESSABLE PROPERTY MILL & OVERLAY ASSESSABLE PROPERTY RECLAMATION ASSESSABLE PROPERTY 2026 RECONSTRUCTION ASSESSABLE PROPERTY Appendix B: Preliminary Cost Estimate PRELIMINARY ENGINEER'SESTIMATE 2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS CITYOFPRIOR LAKE, MINNESOTA CITY PROJECT NO. 2026-01 BMIPROJECT NO. 24X.135829 SCHEDULE "A" - BASE BID STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER 1 2021.501 MOBILIZATION LUMP SUM 0.17 0.01 0.03 0.05 0.28 0.04 0.13 0.13 0.09 0.00 0.00 0.00 0.06 0.01 0.00 0.00 1.00 $500,000.00 500,000.00$ 2 2100.601 LIFT STATION REHABILITATION 1 (LS25BUTTERNUT) LUMP SUM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $315,000.00 315,000.00$ 3 2100.601 LIFT STATION REHABILITATION 2 (LS26NORTHWOOD) LUMP SUM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $400,000.00 400,000.00$ 4 2101.502 CLEARING EACH 6 0 0 0 68 0 0 0 26 0 0 0 22 0 0 0 122.00 $600.00 73,200.00$ 5 2101.502 GRUBBING EACH 6 0 0 0 69 0 0 0 26 0 0 0 22 0 0 0 123.00 $250.00 30,750.00$ 6 2104.502 REMOVE MANHOLE ORCATCH BASIN EACH 0 12 0 0 0 27 0 0 0 3 0 0 0 2 0 0 44.00 $400.00 17,600.00$ 7 2104.502 REMOVE CASTING (SANITARY) EACH 0 0 0 0 0 0 0 0 0 0 27 0 0 0 36 0 63.00 $200.00 12,600.00$ 8 2104.502 REMOVE CASTING (STORM) EACH 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1.00 $200.00 200.00$ 9 2104.502 REMOVE GATE VALVE & BOX EACH 0 0 0 19 0 0 0 40 0 0 0 0 0 0 0 0 59.00 $300.00 17,700.00$ 10 2104.502 REMOVE VALVE BOX (1) EACH 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 3 4.00 $300.00 1,200.00$ 11 2104.502 REMOVE HYDRANT EACH 0 0 0 10 0 0 0 18 0 0 0 0 0 0 0 0 28.00 $350.00 9,800.00$ 12 2104.502 REMOVE DRAINAGE STRUCTURE (SANITARY) EACH 0 0 15 0 0 0 19 0 0 0 0 0 0 0 0 0 34.00 $500.00 17,000.00$ 13 2104.502 REMOVE SIGN EACH 4 0 0 0 52 0 0 0 7 0 0 0 0 0 0 0 63.00 $50.00 3,150.00$ 14 2104.502 SALVAGE SIGN PANEL EACH 0 0 0 0 3 0 0 0 1 0 0 0 0 0 0 0 4.00 $75.00 300.00$ 15 2104.502 SALVAGE MAILBOX SUPPORT (2) EACH 44 0 0 0 90 0 0 0 14 0 0 0 0 0 0 0 148.00 $200.00 29,600.00$ 16 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) LINFT 500.93 0 0 0 399.06 0 0 0 277.24 0 0 0 78.76 0 0 0 1255.99 $6.00 7,535.94$ 17 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LINFT 751.72 0 0 0 1533.89 0 0 0 1356.46 0 0 0 313.92 0 0 0 3955.99 $4.00 15,823.96$ 18 2104.503 REMOVE WATERMAIN LINFT 0 0 0 3978.27 0 0 0 5038.73 0 0 0 0 0 0 0 0 9017.00 $7.00 63,119.00$ 19 2104.503 REMOVE SEWER PIPE (STORM) LINFT 0 899.01 0 0 0 1691.83 0 0 0 131.43 0 0 0 157.72 0 0 2879.99 $15.00 43,199.85$ 20 2104.503 REMOVE SEWER PIPE (SANITARY) LINFT 0 0 2589.2 0 0 0 1980.8 0 0 0 0 0 0 0 0 0 4570.00 $6.00 27,420.00$ 21 2104.503 REMOVE CURB & GUTTER (SPOT) (3) LINFT 0 0 0 0 0 0 0 0 2050 0 0 0 2780 0 0 0 4830.00 $10.00 48,300.00$ 22 2104.503 REMOVE CURB & GUTTER LINFT 7341.45 0 0 0 15828.12 0 0 0 2200.43 0 0 0 0 0 0 0 25370.00 $5.00 126,850.00$ 23 2104.503 REMOVE RETAINING WALL LINFT 0 0 0 0 200 0 0 0 0 0 0 0 0 0 0 0 200.00 $25.00 5,000.00$ 24 2104.503 REMOVE FORCEMAIN LINFT 0 0 0 0 0 0 2930 0 0 0 0 0 0 0 0 0 2930.00 $10.00 29,300.00$ 25 2104.503 SALVAGE FENCE LINFT 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0 0 90.00 $15.00 1,350.00$ 26 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQYD 552.64 0 0 0 838.5 0 0 0 288.86 0 0 0 0 0 0 0 1680.00 $10.00 16,800.00$ 27 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 1089.68 0 0 0 1626.01 0 0 0 504.31 0 0 0 0 0 0 0 3220.00 $8.00 25,760.00$ 28 2104.504 REMOVE BITUMINOUS PAVEMENT (P)(4) SQYD 12835.65 0 0 0 23784.35 0 0 0 0 0 0 0 0 0 0 0 36620.00 $3.75 137,325.00$ 29 2104.507 REMOVE RIP RAP CU YD 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15.00 $45.00 675.00$ 30 2104.518 REMOVE BITUMINOUS WALK SQFT 0 0 0 0 242 0 0 0 411 0 0 0 688 0 0 0 1341.00 $2.00 2,682.00$ 31 2104.518 REMOVE CONCRETE WALK (SPOT) (3) SQFT 0 0 0 0 0 0 0 0 376 0 0 0 3175 0 0 0 3551.00 $2.50 8,877.50$ 32 2104.518 REMOVE CONCRETE WALK SQFT 0 0 0 0 29734 0 0 0 218 0 0 0 989 0 0 0 30941.00 $1.75 54,146.75$ 33 2104.518 REMOVE CONCRETE PAVEMENT (VALLEY GUTTER) SQ YD 0 0 0 0 342 0 0 0 81 0 0 0 0 0 0 0 423.00 $12.00 5,076.00$ 34 2104.602 ABANDON MANHOLE (SANITARY) (5) EACH 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2.00 $1,500.00 3,000.00$ 35 2104.603 ABANDON PIPE SEWER (SANITARY) (5) LINFT 0 0 0 0 0 0 845 0 0 0 0 0 0 0 0 0 845.00 $20.00 16,900.00$ 36 2104.603 ABANDON WATERMAIN (5) LINFT 0 0 0 0 0 0 0 2908 0 0 0 0 0 0 0 0 2908.00 $20.00 58,160.00$ 37 2104.618 SALVAGE BRICK PAVERS SQFT 0 0 0 0 63 0 0 0 0 0 0 0 0 0 0 0 63.00 $8.00 504.00$ 38 2106.507 EXCAVATION - COMMON (EV)(P) CUYD 58558.23 0 0 0 23037.52 0 0 0 3004.25 0 0 0 0 0 0 0 84600.00 $16.00 1,353,600.00$ 39 2106.507 EXCAVATION - MUCK (EV)(3) CU YD 705 0 0 0 1485.24 0 0 0 1079.76 0 0 0 0 0 0 0 3270.00 $16.00 52,320.00$ 40 2106.507 EXCAVATION - SUBGRADE (EV)(P) CUYD 785.39 0 0 0 1654.61 0 0 0 0 0 0 0 0 0 0 0 2440.00 $16.00 39,040.00$ 41 2106.507 SELECT GRANULAR EMBANKMENT (CV)(P) CU YD 9415.06 0 0 0 19834.94 0 0 0 0 0 0 0 0 0 0 0 29250.00 $30.00 877,500.00$ 42 2106.507 COMMON EMBANKMENT (CV)(P) CUYD 15.6 0 0 0 31.2 0 0 0 83.2 0 0 0 0 0 0 0 130.00 $10.00 1,300.00$ 43 2106.507 STABILIZING AGGREGATE (3" CLEAR) (CV)(3) CU YD 705 0 0 0 1485.24 0 0 0 1079.76 0 0 0 0 0 0 0 3270.00 $35.00 114,450.00$ 44 2106.601 DEWATERING LUMP SUM 0 0 0.54 0 0 0 0.46 0 0 0 0 0 0 0 0 0 1.00 $15,000.00 15,000.00$ 45 2108.504 GEOTEXTILE FABRIC TYPE 9 (P) SQ YD 14130.63 0 0 0 29769.37 0 0 0 0 0 0 0 0 0 0 0 43900.00 $2.75 120,725.00$ 46 2118.507 AGGREGATE SURFACING CLASS 2 (CV) TON 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 5.00 $45.00 225.00$ 47 2123.510 COMMON LABORERS (3) HOUR 30 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 60.00 $100.00 6,000.00$ 48 2123.510 DOZER (3) HOUR 10 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 20.00 $210.00 4,200.00$ 49 2123.510 3.0CUYDFRONT END LOADER (3) HOUR 10 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 20.00 $200.00 4,000.00$ 50 2123.610 CRAWLER MOUNTED BACKHOE (3) HOUR 10 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 20.00 $290.00 5,800.00$ 51 2123.610 STREET SWEEPER (WITH PICKUP BROOM) (3) HOUR 40 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 80.00 $170.00 13,600.00$ 52 2123.610 EXPLORATORY EXCAVATION (3) HOUR 20 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 40.00 $500.00 20,000.00$ 53 2211.507 AGGREGATE BASE CLASS 5 (CV)(P) CU YD 2352.96 0 0 0 4957.04 0 0 0 0 0 0 0 0 0 0 0 7310.00 $38.00 277,780.00$ 54 2215.504 FULL DEPTH RECLAMATION (P) SQYD 0 0 0 0 0 0 0 0 23900 0 0 0 0 0 0 0 23900.00 $3.50 83,650.00$ 55 2231.604 REMOVE AND PATCH BITUMINOUS PAVEMENT (6) SQ YD 0 0 0 0 0 0 0 0 0 0 0 0 2317 0 0 0 2317.00 $30.00 69,510.00$ 56 2232.504 MILLBITUMINOUS SURFACE (2.0") (P) SQYD 0 0 0 0 0 0 0 0 0 0 0 0 23630 0 0 0 23630.00 $2.00 47,260.00$ 57 2356.504 BITUMINOUS SEAL COAT (TEXAS UNDERSEAL) (P)SQ YD 0 0 0 0 0 0 0 0 0 0 0 0 23630 0 0 0 23630.00 $3.00 70,890.00$ 58 2357.506 BITUMINOUS MATERIAL FORTACK COAT GAL 630.09 0 0 0 1318.02 0 0 0 1189.51 0 0 0 1274.37 0 0 0 4411.99 $3.00 13,235.97$ 59 2360.504 TYPE SP9.5WEARING COURSE MIXTURE (2,B) 3.0" THICK (7) SQ YD 1134.2 0 0 0 1849.26 0 0 0 434.54 0 0 0 0 0 0 0 3418.00 $50.00 170,900.00$ 60 2360.509 TYPE SP9.5WEARING COURSE MIXTURE (3,C) TON 981.89 0 0 0 2053.9 0 0 0 2046.37 0 0 0 2647.84 0 0 0 7730.00 $85.00 657,050.00$ 61 2360.509 TYPE SP12.5NON WEARING COURSE MIXTURE (3,C) TON 1635.18 0 0 0 3420.45 0 0 0 2894.37 0 0 0 0 0 0 0 7950.00 $85.00 675,750.00$ 62 2411.618 PREFABRICATED MODULAR BLOCK WALL SQFT 0 0 0 0 420 0 0 0 0 0 0 0 0 0 0 0 420.00 $95.00 39,900.00$ 63 2451.507 GRANULAR BACKFILL (SANITARY) (CV)(3) CU YD 0 0 3395.62 0 0 0 2933.38 0 0 0 0 0 0 0 0 0 6329.00 $24.00 151,896.00$ 64 2451.507 GRANULAR BACKFILL (STORM) (CV)(3) CUYD 0 124.33 0 0 0 804.34 0 0 0 25.81 0 0 0 41.52 0 0 996.00 $24.00 23,904.00$ 65 2451.507 GRANULAR BACKFILL (WATER) (CV)(3) CU YD 0 0 0 3715.44 0 0 0 8235.56 0 0 0 0 0 0 0 0 11951.00 $24.00 286,824.00$ 66 2451.507 AGGREGATE BACKFILL (CV)(3) CUYD 0 0 359.97 0 0 0 2774.03 0 0 0 0 0 0 0 0 0 3134.00 $26.00 81,484.00$ 67 2501.502 18" RC PIPE APRON (8) EACH 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1.00 $1,600.00 1,600.00$ 68 2501.502 42" RC PIPE APRON (8) EACH 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2.00 $3,500.00 7,000.00$ 69 2502.503 4" PERF TPPIPE DRAIN (9) LINFT 7340 0 0 0 15825 0 0 0 458 0 0 0 0 0 0 0 23623.00 $12.00 283,476.00$ 70 2502.602 4" PVC PIPEDRAIN CLEANOUT EACH 26 0 0 0 54 0 0 0 2 0 0 0 0 0 0 0 82.00 $250.00 20,500.00$ ITEM NO.SPEC. REF DESCRIPTION NOTES UNIT RECONSTRUCTION (2026)TOTAL ESTIMATED QUANTITY ESTIMATED UNITPRICE ESTIMATED TOTAL PRICE RECLAMATION (2026) MILL & OVERLAY (2026)RECONSTRUCTION (2027) Engineer'sEstimate 7/17/2025 1of4 CityofPrior Lake, MN PRELIMINARY ENGINEER'SESTIMATE 2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS CITYOFPRIOR LAKE, MINNESOTA CITY PROJECT NO. 2026-01 BMIPROJECT NO. 24X.135829 SCHEDULE "A" - BASE BID STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER ITEM NO.SPEC. REF DESCRIPTION NOTES UNIT RECONSTRUCTION (2026)TOTAL ESTIMATED QUANTITY ESTIMATED UNITPRICE ESTIMATED TOTAL PRICE RECLAMATION (2026) MILL & OVERLAY (2026)RECONSTRUCTION (2027) 71 2503.601 TEMPORARY BYPASS PUMPING 1 (LS25BUTTERNUT & ASSOCIATED FM) LUMP SUM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $60,000.00 60,000.00$ 72 2503.601 TEMPORARY BYPASS PUMPING 2 (LS26 NORTHWOOD & ASSOCIATED FM) LUMP SUM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $60,000.00 60,000.00$ 73 2503.503 12" RC PIPE SEWER CLASS V LINFT 0 0 0 0 0 13 0 0 0 10 0 0 0 0 0 0 23.00 $70.00 1,610.00$ 74 2503.503 15" RC PIPE SEWER CLASS V LINFT 0 375 0 0 0 2405 0 0 0 40 0 0 0 0 0 0 2820.00 $65.00 183,300.00$ 75 2503.503 18" RC PIPE SEWER CLASS III LINFT 0 9 0 0 0 16 0 0 0 0 0 0 0 45 0 0 70.00 $70.00 4,900.00$ 76 2503.503 21" RC PIPE SEWER CLASS III LINFT 0 0 0 0 0 140 0 0 0 65 0 0 0 0 0 0 205.00 $85.00 17,425.00$ 77 2503.503 24" RC PIPE SEWER CLASS III LINFT 0 170 0 0 0 1000 0 0 0 0 0 0 0 0 0 0 1170.00 $95.00 111,150.00$ 78 2503.503 30" RC PIPE SEWER CLASS III LINFT 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 10.00 $150.00 1,500.00$ 79 2503.503 42" RC PIPE SEWER CLASS III LINFT 0 0 0 0 0 0 0 0 0 0 0 0 0 140 0 0 140.00 $250.00 35,000.00$ 80 2503.602 AIR RELIEF MANHOLE EACH 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $20,000.00 20,000.00$ 81 2503.602 CONNECT TOEXISTING SANITARY SEWER EACH 0 0 4 0 0 0 10 0 0 0 0 0 0 0 0 0 14.00 $2,000.00 28,000.00$ 82 2503.602 CONNECT TOEXISTING MANHOLES (SAN) EACH 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $2,500.00 2,500.00$ 83 2503.602 CONNECT TOEXISTING STORM SEWER EACH 0 4 0 0 0 11 0 0 0 2 0 0 0 1 0 0 18.00 $1,500.00 27,000.00$ 84 2503.602 8"X4" PVC WYE (SDR 26) EACH 0 0 42 0 0 0 12 0 0 0 0 0 0 0 0 0 54.00 $350.00 18,900.00$ 85 2503.602 10"X4" PVC WYE (SDR 26) EACH 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3.00 $650.00 1,950.00$ 86 2503.603 4" PVC PIPESEWER (SDR 35) LINFT 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 22.00 $50.00 1,100.00$ 87 2503.603 8" PVC PIPE SEWER (SDR 35) LINFT 0 0 2560 0 0 0 2457 0 0 0 0 0 0 0 0 0 5017.00 $70.00 351,190.00$ 88 2503.603 10" PVCPIPE SEWER (SDR 35) LINFT 0 0 0 0 0 0 371 0 0 0 0 0 0 0 0 0 371.00 $80.00 29,680.00$ 89 2503.603 4" PVC SANITARY SERVICE PIPE LINFT 0 0 1260 0 0 0 450 0 0 0 0 0 0 0 0 0 1710.00 $50.00 85,500.00$ 90 2503.603 6" SANITARY FORCEMAIN (10) LINFT 0 0 0 0 0 0 1387 0 0 0 0 0 0 0 0 0 1387.00 $85.00 117,895.00$ 91 2503.603 8" SANITARY FORCEMAIN (10) LINFT 0 0 0 0 0 0 1581 0 0 0 0 0 0 0 0 0 1581.00 $85.00 134,385.00$ 92 2503.608 DUCTILE IRON FITTINGS LB 0 0 0 0 0 0 635 0 0 0 0 0 0 0 0 0 635.00 $14.00 8,890.00$ 93 2504.601 TEMPORARY WATER SERVICE LUMP SUM 0 0 0 0.5 0 0 0 0.5 0 0 0 0 0 0 0 0 1.00 $25,000.00 25,000.00$ 94 2504.602 CONNECT TOEXISTING WATERMAIN EACH 0 0 0 2 0 0 0 10 0 0 0 0 0 0 0 0 12.00 $2,000.00 24,000.00$ 95 2504.602 HYDRANT EACH 0 0 0 9 0 0 0 21 0 0 0 0 0 0 0 0 30.00 $6,500.00 195,000.00$ 96 2504.602 VALVE BOX (1) EACH 0 0 0 0 0 0 0 0 0 0 0 2.17 0 0 0 2.83 5.00 $800.00 4,000.00$ 97 2504.602 ADJUST VALVE BOX EACH 0 0 0 0 0 0 0 0 10 0 0 0 13 0 0 0 23.00 $400.00 9,200.00$ 98 2504.602 1" CORPORATION STOP EACH 0 0 0 51 0 0 0 107 0 0 0 0 0 0 0 0 158.00 $400.00 63,200.00$ 99 2504.602 6" GATE VALVE & BOX EACH 0 0 0 9 0 0 0 27 0 0 0 0 0 0 0 0 36.00 $2,600.00 93,600.00$ 100 2504.602 8" GATEVALVE & BOX EACH 0 0 0 5 0 0 0 3 0 0 0 0 0 0 0 0 8.00 $3,600.00 28,800.00$ 101 2504.602 12" GATE VALVE & BOX EACH 0 0 0 3 0 0 0 17 0 0 0 0 0 0 0 0 20.00 $5,500.00 110,000.00$ 102 2504.602 1" CURB STOP & BOX EACH 0 0 0 51 0 0 0 107 0 0 0 0 0 0 0 0 158.00 $550.00 86,900.00$ 103 2504.602 INSTALL SPRINKLER HEAD (11) EACH 245 0 0 0 381 0 0 0 141 0 0 0 94 0 0 0 861.00 $100.00 86,100.00$ 104 2504.603 INSTALL SPRINKLER SYSTEM (12) LINFT 3670.14 0 0 0 5712.72 0 0 0 2125.08 0 0 0 1390.05 0 0 0 12897.99 $9.00 116,081.91$ 105 2504.603 1" TYPE PE PIPE LINFT 0 0 0 1760 0 0 0 3135 0 0 0 0 0 0 0 0 4895.00 $40.00 195,800.00$ 106 2504.603 6" WATERMAIN DUCTILE IRON CL52 (10) LINFT 0 0 0 138 0 0 0 419 0 0 0 0 0 0 0 0 557.00 $75.00 41,775.00$ 107 2504.603 8" PVC WATERMAIN (10) LINFT 0 0 0 2304 0 0 0 1900 0 0 0 0 0 0 0 0 4204.00 $75.00 315,300.00$ 108 2504.603 12" PVCWATERMAIN (10) LINFT 0 0 0 1531 0 0 0 7184 0 0 0 0 0 0 0 0 8715.00 $100.00 871,500.00$ 109 2504.604 4" POLYSTYRENE INSULATION SQ YD 0 0 0 24 0 0 0 40 0 0 0 0 0 0 0 0 64.00 $45.00 2,880.00$ 110 2504.608 DUCTILE IRON FITTINGS LB 0 0 0 1996 0 0 0 6431 0 0 0 0 0 0 0 0 8427.00 $14.00 117,978.00$ 111 2506.502 CASTING ASSEMBLY (SANITARY) (13) EACH 0 0 15 0 0 0 18 0 0 0 27 0 0 0 36 0 96.00 $1,250.00 120,000.00$ 112 2506.502 CASTING ASSEMBLY (STORM) EACH 0 16 0 0 0 59 0 0 0 3 0 0 0 3 0 0 81.00 $950.00 76,950.00$ 113 2506.502 ADJUST FRAME & RING CASTING EACH 0 0 0 0 0 0 0 0 13 0 0 0 39 0 0 0 52.00 $850.00 44,200.00$ 114 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN H LINFT 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 8.00 $500.00 4,000.00$ 115 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3' CB) (14) LINFT 0 17 0 0 0 74 0 0 0 4 0 0 0 8 0 0 103.00 $500.00 51,500.00$ 116 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007 (SAN) LINFT 0 0 173.6 0 0 0 252.3 0 0 0 0 0 0 0 0 0 425.90 $400.00 170,360.00$ 117 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LINFT 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0 0 19.00 $600.00 11,400.00$ 118 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 (15) LINFT 0 34 0 0 0 114.5 0 0 0 5 0 0 0 5 0 0 158.50 $625.00 99,062.50$ 119 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022 (15) LINFT 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5.00 $850.00 4,250.00$ 120 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4022 (15) LINFT 0 0 0 0 0 20.5 0 0 0 0 0 0 0 0 0 0 20.50 $1,200.00 24,600.00$ 121 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 122 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 123 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 124 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 4 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 125 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 5 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 126 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 127 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 7 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 128 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 8 (SAFL BAFFLE W/ SUMP) EACH 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 129 2506.602 CONSTRUCT DRAINIAGE STRUCTURE DESIGN SPECIAL 9 (SAFL BAFFLE W/ SUMP) EACH 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 130 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 10 (SAFL BAFFLE W/ SUMP) EACH 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 131 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 11 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1.00 $10,000.00 10,000.00$ 132 2506.602 CASTING ASSEMBLY SPECIAL (16) EACH 0 0 0 12 0 0 0 20 0 0 0 5 0 0 0 0 37.00 $300.00 11,100.00$ 133 2511.507 RANDOM RIPRAP CLASS III (17) CU YD 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 20.00 $100.00 2,000.00$ 134 2511.507 RANDOM RIPRAP CLASS IV (17) CUYD 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 60.00 $100.00 6,000.00$ 135 2521.518 4" CONCRETE WALK (7) SQFT 0 0 0 0 26948 0 0 0 7790 0 0 0 2396 0 0 0 37134.00 $8.00 297,072.00$ 136 2521.518 4" CONCRETE WALK (SPOT) (3)(7) SQFT 0 0 0 0 0 0 0 0 300.82 0 0 0 2540.18 0 0 0 2841.00 $14.00 39,774.00$ 137 2521.518 6" CONCRETE WALK (7) SQFT 0 0 0 0 3084 0 0 0 2276 0 0 0 1080 0 0 0 6440.00 $16.00 103,040.00$ 138 2521.518 6" CONCRETE WALK (SPOT) (3)(7) SQFT 0 0 0 0 0 0 0 0 75.18 0 0 0 634.82 0 0 0 710.00 $24.00 17,040.00$ 139 2521.518 3" BITUMINOUS WALK (7) SQFT 0 0 0 0 166 0 0 0 100 0 0 0 513 0 0 0 779.00 $3.50 2,726.50$ Engineer'sEstimate 7/17/2025 2of4 CityofPrior Lake, MN PRELIMINARY ENGINEER'SESTIMATE 2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS CITYOFPRIOR LAKE, MINNESOTA CITY PROJECT NO. 2026-01 BMIPROJECT NO. 24X.135829 SCHEDULE "A" - BASE BID STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER ITEM NO.SPEC. REF DESCRIPTION NOTES UNIT RECONSTRUCTION (2026)TOTAL ESTIMATED QUANTITY ESTIMATED UNITPRICE ESTIMATED TOTAL PRICE RECLAMATION (2026) MILL & OVERLAY (2026)RECONSTRUCTION (2027) 140 2521.602 DRILL & GROUT REINF BAR (EPOXY COATED) EACH 0 0 0 0 240 0 0 0 96 0 0 0 132 0 0 0 468.00 $13.00 6,084.00$ 141 2531.503 CONCRETE CURB & GUTTER DESIGN D418 LINFT 898.98 0 0 0 202.02 0 0 0 0 0 0 0 0 0 0 0 1101.00 $22.00 24,222.00$ 142 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LINFT 6450 0 0 0 15625 0 0 0 2200 0 0 0 0 0 0 0 24275.00 $20.00 485,500.00$ 143 2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL SURMOUNTABLE (SPOT) (3)(18) LINFT 0 0 0 0 0 0 0 0 2050 0 0 0 2780 0 0 0 4830.00 $40.00 193,200.00$ 144 2531.504 6" CONCRETE DRIVEWAY PAVEMENT (7) SQ YD 620 0 0 0 1000 0 0 0 458 0 0 0 0 0 0 0 2078.00 $90.00 187,020.00$ 145 2531.504 8" CONCRETE DRIVEWAY PAVEMENT (7) SQYD 0 0 0 0 87 0 0 0 76 0 0 0 0 0 0 0 163.00 $120.00 19,560.00$ 146 2531.604 7" CONCRETE VALLEY GUTTER SQ YD 0 0 0 0 34 0 0 0 0 0 0 0 0 0 0 0 34.00 $110.00 3,740.00$ 147 2531.618 TRUNCATED DOMES SQFT 0 0 0 0 312 0 0 0 109 0 0 0 196 0 0 0 617.00 $60.00 37,020.00$ 148 2540.602 INSTALL MAILBOX SUPPORT (2) EACH 44 0 0 0 90 0 0 0 14 0 0 0 0 0 0 0 148.00 $250.00 37,000.00$ 149 2540.618 INSTALL BRICK PAVERS SQFT 0 0 0 0 63 0 0 0 0 0 0 0 0 0 0 0 63.00 $25.00 1,575.00$ 150 2540.621 LANDSCAPING RESTORATION ALLOWANCE DOL 7500 0 0 0 7500 0 0 0 5000 0 0 0 0 0 0 0 20000.00 $1.00 20,000.00$ 151 2557.503 WIRE FENCE DESIGN 48V-9322 LINFT 0 0 0 0 200 0 0 0 0 0 0 0 0 0 0 0 200.00 $125.00 25,000.00$ 152 2557.603 INSTALL FENCE LINFT 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0 0 90.00 $50.00 4,500.00$ 153 2563.601 TRAFFIC CONTROL LUMP SUM 0.17 0.01 0.03 0.05 0.28 0.04 0.13 0.13 0.09 0.00 0.00 0.00 0.06 0.01 0.00 0.00 1.00 $40,000.00 40,000.00$ 154 2563.602 VEHICLE SPEED FEEDBACK SIGN EACH 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 4.00 $15,000.00 60,000.00$ 155 2564.502 INSTALL SIGN PANEL (19) EACH 0 0 0 0 3 0 0 0 1 0 0 0 0 0 0 0 4.00 $115.00 460.00$ 156 2564.518 SIGN PANELS TYPE C (19) SQFT 30.54 0 0 0 307.67 0 0 0 28.79 0 0 0 0 0 0 0 367.00 $65.00 23,855.00$ 157 2564.518 SIGN PANELS TYPE SPECIAL (STREET NAME BLADES) (19) EACH 4 0 0 0 25 0 0 0 6 0 0 0 0 0 0 0 35.00 $250.00 8,750.00$ 158 2571.502 DECIDUOUS TREE 2.5" CAL B&B EACH 6 0 0 0 49 0 0 0 17 0 0 0 0 0 0 0 72.00 $750.00 54,000.00$ 159 2572.602 TREE PRUNING (3) HOUR 4 0 0 0 6 0 0 0 6 0 0 0 0 0 0 0 16.00 $200.00 3,200.00$ 160 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 0.5 0 0 0 0.5 0 0 0 0 0 0 0 0 0 0 0 1.00 $6,000.00 6,000.00$ 161 2573.502 STORM DRAIN INLET PROTECTION EACH 16 0 0 0 55 0 0 0 13 0 0 0 50 0 0 0 134.00 $200.00 26,800.00$ 162 2573.503 SILT FENCE, TYPE MS LINFT 4950 0 0 0 2580 0 0 0 0 0 0 0 250 0 0 0 7780.00 $3.00 23,340.00$ 163 2573.503 FLOTATION SILTCURTAIN TYPE STILL WATER LINFT 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 0 40.00 $25.00 1,000.00$ 164 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LINFT 1000 0 0 0 1000 0 0 0 0 0 0 0 500 0 0 0 2500.00 $4.00 10,000.00$ 165 2574.507 COMMON TOPSOIL BORROW (LV) CUYD 828.53 0 0 0 2531.46 0 0 0 444.68 0 0 0 406.33 0 0 0 4211.00 $30.00 126,330.00$ 166 2575.504 SODDING TYPE LAWN SQ YD 7423.28 0 0 0 15949.75 0 0 0 3984.17 0 0 0 2139.8 0 0 0 29497.00 $12.00 353,964.00$ 167 2575.504 ROLLED EROSION PREVENTION CATEGORY 20ANDSEEDMIXTURE (NATIVE) (20) SQYD 0 0 0 0 115 0 0 0 0 0 0 0 115 0 0 0 230.00 $3.00 690.00$ 168 2575.504 ROLLED EROSION PREVENTION CATEGORY 20AND SEED MIXTURE (WETLAND) (20) SQ YD 0 0 0 0 1851.97 0 0 0 0 0 0 0 115.03 0 0 0 1967.00 $3.00 5,901.00$ 169 2575.504 HYDRAULIC BONDED FIBER MATRIX ANDSEED MIXTURE (TURF) (20) SQYD 0 0 0 0 4945 0 0 0 0 0 0 0 1311 0 0 0 6256.00 $2.00 12,512.00$ 170 2580.503 INTERIM PAVEMENT MARKING (21) LINFT 0 0 0 0 17400 0 0 0 0 0 0 0 0 0 0 0 17400.00 $0.75 13,050.00$ 171 2582.503 4" SOLID LINE MULTI-COMPONENT LINFT 0 0 0 0 11600 0 0 0 4000 0 0 0 1600 0 0 0 17200.00 $1.00 17,200.00$ 172 2582.503 24" SOLID LINE MULTI-COMPONENT LINFT 0 0 0 0 165 0 0 0 76 0 0 0 14 0 0 0 255.00 $10.00 2,550.00$ 173 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT LINFT 0 0 0 0 5800 0 0 0 2000 0 0 0 800 0 0 0 8600.00 $1.50 12,900.00$ 174 2582.518 CROSSWALK MULTI-COMPONENT SQFT 0 0 0 0 924 0 0 0 324 0 0 0 168 0 0 0 1416.00 $10.00 14,160.00$ SCHEDULE "A" - BASE BIDESTIMATED CONSTRUCTION SUBTOTAL 2,437,775.07$ 153,024.07$ 491,279.30$ 773,842.45$ 3,961,016.21$ 634,949.11$ 1,783,720.70$ 1,940,293.55$ 1,229,619.51$ 23,590.89$ 39,150.00$ 3,536.00$ 847,599.74$ 86,662.28$ 52,200.00$ 3,164.00$ 14,461,422.88$ 10% CONTINGENCY 243,778.00$ 15,302.00$ 49,128.00$ 77,384.00$ 396,102.00$ 63,495.00$ 178,372.00$ 194,029.00$ 122,962.00$ 2,359.00$ 3,915.00$ 354.00$ 84,760.00$ 8,666.00$ 5,220.00$ 316.00$ 1,446,142.00$ SCHEDULE "A" - BASE BIDESTIMATED CONSTRUCTION TOTAL 2,681,553.07$ 168,326.07$ 540,407.30$ 851,226.45$ 4,357,118.21$ 698,444.11$ 1,962,092.70$ 2,134,322.55$ 1,352,581.51$ 25,949.89$ 43,065.00$ 3,890.00$ 932,359.74$ 95,328.28$ 57,420.00$ 3,480.00$ 15,907,564.88$ 25% OVERHEAD 670,388.00$ 42,082.00$ 135,102.00$ 212,807.00$ 1,089,280.00$ 174,611.00$ 490,523.00$ 533,581.00$ 338,145.00$ 6,487.00$ 10,766.00$ 973.00$ 233,090.00$ 23,832.00$ 14,355.00$ 870.00$ 3,976,892.00$ SCHEDULE "A" - BASE BIDESTIMATED PROJECT TOTAL 3,351,941.07$ 210,408.07$ 675,509.30$ 1,064,033.45$ 5,446,398.21$ 873,055.11$ 2,452,615.70$ 2,667,903.55$ 1,690,726.51$ 32,436.89$ 53,831.00$ 4,863.00$ 1,165,449.74$ 119,160.28$ 71,775.00$ 4,350.00$ 19,884,456.88$ SCHEDULE "B" - ALTERNATE 1 STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER 175 2021.501 MOBILIZATION LUMP SUM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$ 176 2503.602 TRIM PROTRUDING TAPS (3) EACH 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $400.00 400.00$ 177 2503.602 REINSTATE LATERALS EACH 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 4.00 $160.00 640.00$ 178 2503.603 CLEAN & VIDEO TAPE PIPE SEWER (SANITARY)LINFT 0 0 147 0 0 0 378 0 0 0 0 0 0 0 0 0 525.00 $5.00 2,625.00$ 179 2503.603 LINING SEWER PIPE 8" LINFT 0 0 147 0 0 0 378 0 0 0 0 0 0 0 0 0 525.00 $50.00 26,250.00$ SCHEDULE "B" - ALTERNATE 1 ESTIMATED CONSTRUCTION SUBTOTAL -$ -$ 8,085.00$ -$ -$ -$ 31,830.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 39,915.00$ 10% CONTINGENCY -$ -$ 809.00$ -$ -$ -$ 3,183.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 3,992.00$ SCHEDULE "B" - ALTERNATE 1ESTIMATED CONSTRUCTION TOTAL -$ -$ 8,894.00$ -$ -$ -$ 35,013.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 43,907.00$ 25% OVERHEAD -$ -$ 2,224.00$ -$ -$ -$ 8,753.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 10,977.00$ SCHEDULE "B" - ALTERNATE 1ESTIMATED PROJECT TOTAL -$ -$ 11,118.00$ -$ -$ -$ 43,766.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 54,884.00$ SCHEDULE "C" - ALTERNATE 2 STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER 180 2021.501 MOBILIZATION LUMP SUM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $30,000.00 30,000.00$ 181 2101.502 CLEARING EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $600.00 1,200.00$ 182 2101.502 GRUBBING EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $250.00 500.00$ 183 2104.502 SALVAGE MAILBOX SUPPORT (2) EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $250.00 250.00$ 184 2104.503 REMOVE WATERMAIN LINFT 0 0 0 80 0 0 0 0 0 0 0 0 0 0 0 0 80.00 $7.00 560.00$ 185 2104.503 REMOVE CURB & GUTTER (SPOT) LINFT 0 0 0 50 0 0 0 0 0 0 0 0 0 0 0 0 50.00 $10.00 500.00$ 186 2104.602 ABANDON MANHOLE (WATER) (5) EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $2,000.00 2,000.00$ 187 2104.603 ABANDON WATERMAIN (5) LINFT 0 0 0 375 0 0 0 0 0 0 0 0 0 0 0 0 375.00 $20.00 7,500.00$ 188 2104.618 SALVAGE BRICK PAVERS SQFT 0 0 0 200 0 0 0 0 0 0 0 0 0 0 0 0 200.00 $8.00 1,600.00$ 189 2106.601 DEWATERING LUMP SUM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $20,000.00 20,000.00$ 190 2231.604 REMOVE AND PATCH BITUMINOUS PAVEMENT (6) SQ YD 0 0 0 111 0 0 0 0 0 0 0 0 0 0 0 0 111.00 $30.00 3,330.00$ RECONSTRUCTION (2027) ESTIMATED TOTAL PRICE ITEM NO.SPEC. REF DESCRIPTION NOTES UNIT RECONSTRUCTION (2026) RECLAMATION (2026) MILL & OVERLAY (2026)TOTAL ESTIMATED QUANTITY ESTIMATED UNIT PRICE ESTIMATED TOTAL PRICE RECONSTRUCTION (2026) RECLAMATION (2026) MILL & OVERLAY (2026)TOTAL ESTIMATED QUANTITY ESTIMATED UNIT PRICE ITEM NO.SPEC. REF DESCRIPTION NOTES UNIT RECONSTRUCTION (2027) Engineer'sEstimate 7/17/2025 3of4 CityofPrior Lake, MN PRELIMINARY ENGINEER'SESTIMATE 2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS CITYOFPRIOR LAKE, MINNESOTA CITY PROJECT NO. 2026-01 BMIPROJECT NO. 24X.135829 SCHEDULE "A" - BASE BID STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER ITEM NO.SPEC. REF DESCRIPTION NOTES UNIT RECONSTRUCTION (2026)TOTAL ESTIMATED QUANTITY ESTIMATED UNITPRICE ESTIMATED TOTAL PRICE RECLAMATION (2026) MILL & OVERLAY (2026)RECONSTRUCTION (2027) 191 2433.601 CONSTRUCTION ACCESS LUMP SUM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $5,000.00 5,000.00$ 192 2451.507 GRANULAR BACKFILL (WATER) (CV)(3) CUYD 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 100.00 $26.00 2,600.00$ 193 2451.507 AGGREGATE BACKFILL (CV)(3) CU YD 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 20.00 $35.00 700.00$ 194 2504.601 TEMPORARY WATER SERVICE LUMP SUM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $2,500.00 2,500.00$ 195 2504.602 CONNECT TOEXISTING WATERMAIN EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $2,000.00 2,000.00$ 196 2504.602 HYDRANT EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $6,750.00 6,750.00$ 197 2504.602 1" CORPORATION STOP EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $800.00 800.00$ 198 2504.602 6" GATEVALVE & BOX EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $3,200.00 3,200.00$ 199 2504.602 8" GATE VALVE & BOX EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $3,600.00 7,200.00$ 200 2504.602 1" CURB STOP & BOX EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $1,200.00 1,200.00$ 201 2504.602 INSTALL SPRINKLER HEAD (11) EACH 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 15.00 $125.00 1,875.00$ 202 2504.602 INSTALLATION PITS (HDD) EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $15,000.00 30,000.00$ 203 2504.602 INSTALLATION PITS (PIPE BURSTING) EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $15,000.00 30,000.00$ 204 2504.602 2" AIR & VACUUM RELEASE VALVE ASSEMBLY EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $6,000.00 6,000.00$ 205 2504.602 AIR RELEASE MANHOLE EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $7,000.00 7,000.00$ 206 2504.603 INSTALL SPRINKLER SYSTEM (12) LINFT 0 0 0 150 0 0 0 0 0 0 0 0 0 0 0 0 150.00 $11.00 1,650.00$ 207 2504.603 1" TYPE PE PIPE LINFT 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10.00 $90.00 900.00$ 208 2504.603 6" WATERMAIN DUCTILE IRON CL52 (10) LINFT 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10.00 $90.00 900.00$ 209 2504.603 8" WATERMAIN DUCTILE IRON CL52 (10) LINFT 0 0 0 80 0 0 0 0 0 0 0 0 0 0 0 0 80.00 $90.00 7,200.00$ 210 2504.603 8" WATERMAIN HDPE (DIRECTIONAL DRILLED) (10) LINFT 0 0 0 365 0 0 0 0 0 0 0 0 0 0 0 0 365.00 $110.00 40,150.00$ 211 2504.603 PIPE BURST 8" WATERMAIN (10) LINFT 0 0 0 132 0 0 0 0 0 0 0 0 0 0 0 0 132.00 $125.00 16,500.00$ 212 2504.608 DUCTILE IRON FITTINGS LB 0 0 0 634 0 0 0 0 0 0 0 0 0 0 0 0 634.00 $18.00 11,412.00$ 213 2531.503 CONCRETE CURB & GUTTER DESIGN B618 (SPOT) (18) LINFT 0 0 0 50 0 0 0 0 0 0 0 0 0 0 0 0 50.00 $40.00 2,000.00$ 214 2540.602 INSTALL MAILBOX SUPPORT (2) EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $250.00 250.00$ 215 2540.618 INSTALL BRICK PAVERS SQFT 0 0 0 200 0 0 0 0 0 0 0 0 0 0 0 0 200.00 $25.00 5,000.00$ 216 2573.503 FLOTATION SILTCURTAIN TYPE STILL WATER LINFT 0 0 0 120 0 0 0 0 0 0 0 0 0 0 0 0 120.00 $25.00 3,000.00$ 217 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LINFT 0 0 0 400 0 0 0 0 0 0 0 0 0 0 0 0 400.00 $4.00 1,600.00$ 218 2574.507 COMMON TOPSOIL BORROW (LV) CUYD 0 0 0 139 0 0 0 0 0 0 0 0 0 0 0 0 139.00 $30.00 4,170.00$ 219 2575.504 SODDING TYPE LAWN SQ YD 0 0 0 1200 0 0 0 0 0 0 0 0 0 0 0 0 1200.00 $12.00 14,400.00$ SCHEDULE "C" - ALTERNATE 2ESTIMATED CONSTRUCTION SUBTOTAL -$ -$ -$ 283,397.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 283,397.00$ 10% CONTINGENCY -$ -$ -$ 28,340.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 28,340.00$ SCHEDULE "C" - ALTERNATE 2 ESTIMATED CONSTRUCTION TOTAL -$ -$ -$ 311,737.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 311,737.00$ 25% OVERHEAD -$ -$ -$ 77,934.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 77,934.00$ SCHEDULE "C" - ALTERNATE 2ESTIMATED PROJECT TOTAL -$ -$ -$ 389,671.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 389,671.00$ SCHEDULE "A" - BASE BID ESTIMATED PROJECT TOTAL 3,351,941.07$ 210,408.07$ 675,509.30$ 1,064,033.45$ 5,446,398.21$ 873,055.11$ 2,452,615.70$ 2,667,903.55$ 1,690,726.51$ 32,436.89$ 53,831.00$ 4,863.00$ 1,165,449.74$ 119,160.28$ 71,775.00$ 4,350.00$ 19,884,456.88$ SCHEDULE "B" - ALTERNATE 1 ESTIMATED PROJECT TOTAL -$ -$ 11,118.00$ -$ -$ -$ 43,766.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 54,884.00$ SCHEDULE "C" - ALTERNATE 2 ESTIMATED PROJECT TOTAL -$ -$ -$ 389,671.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 389,671.00$ ESTIMATED PROJECT TOTAL 3,351,941.07$ 210,408.07$ 686,627.30$ 1,453,704.45$ 5,446,398.21$ 873,055.11$ 2,496,381.70$ 2,667,903.55$ 1,690,726.51$ 32,436.89$ 53,831.00$ 4,863.00$ 1,165,449.74$ 119,160.28$ 71,775.00$ 4,350.00$ 20,329,011.88$ Engineer'sEstimate 7/17/2025 4of4 CityofPrior Lake, MN Appendix C: Preliminary Assessment Roll PRELIMINARY ASSESSMENT ROLL 2026-2027NORTHWOODROAD AREASTREET & UTILITY IMPROVEMENTS CITY OF PRIOR LAKE, MINNESOTA CITYPROJECTNO. 2026-01 BMI PROJECT NO. 24X.135829 DATE: JULY, 2025 Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes 1 251330970 THE PUBLIC 16725 NORTHWOOD RD NW SHAKOPEE, MN 55379 1.00 2027 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT - PUBLIC PARCEL 2 251330041 SCOTT COUNTY & TAXATION DEPT 200 4AVE W SHAKOPEE, MN 55379 1.00 2027 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT - PUBLIC PARCEL 3 259040010 SCOTT COUNTY PARKS DEPARTMENT 200 4AVE W SHAKOPEE, MN 55379 10.00 2027 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT - PUBLIC PARCEL 4 251410010 STARK TIMOTHY 16633 NORTHWOOD RD NW 16633 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 5 251410030 STENSON GARY R 16605 NORTHWOOD RD NW 16605 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 6 251410050 MORGENSTERN FREDERICK & KENDRA & C/OMOLITOR & ASS 16587 NORTHWOOD RD NW 4445 WEST 77 ST STE 230 MINNEAPOLIS, MN 55435 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 7 251410040 DUPONT DONNA 16571 NORTHWOOD RD NW 16571 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 8 251410061 EQUITY HOLDINGS ILLC 16565 NORTHWOOD RD NW 24335 DODD BLVD LAKEVILLE, MN 55044 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 9 251410060 EQUITY HOLDINGS IILLC 16553 NORTHWOOD RD NW 24335 DODD BLVD LAKEVILLE, MN 55044 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 10 251410070 ELLIASON JAMES D 3121 BUTTERNUT CIR NW 3121 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 11 251410080 TRACY M PIRNIE REVOCABLE TRUST 3133 BUTTERNUT CIR NW 7767 PRAIRIE GRASS PASS PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 12 251410081 MADSON ROGER L & BETH A LEMIEUX-MADSON 3155 BUTTERNUT CIR NW 3155 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 13 252120020 FRANKS MICHAEL J 3171 BUTTERNUT CIR NW 3171 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ TWO SMALL ISOLATED PARCELS BEHIND THIS PARCEL W/ SAME OWNER ALL CONSIDERED PART OF THIS ONE PARCEL 14 258010030 CHARLES PDECKAS TRUST 3183 BUTTERNUT CIR NW 3183 BUTTERNUT CIR SW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 15 258010040 FREDERICKSON MARK W & SUZANNE 3193 BUTTERNUT CIR NW 3193 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 16 258010010 MATTSON TAMARA 3205 BUTTERNUT CIR NW 3205 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 17 258010060 WOJAHN PAUL & WOJAHN JENNIFER 3211 BUTTERNUT CIR NW 3211 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 18 258010050 RUNNING DARCY J & MARYANNE G 3217 BUTTERNUT CIR NW 3217 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 19 258010020 CHRISTIAN GREGORY & SHERRIE 3222 BUTTERNUT CIR NW 3222 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 20 251410098 REIMERS CASSANDRA C 3218 BUTTERNUT CIR NW 3218 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 21 251410100 LUNDE DAWN & LUNDE MATTHEW 3214 BUTTERNUT CIR NW 3214 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 22 251410110 LECLAIRE MICHELE M 3204 BUTTERNUT CIR NW 3204 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 23 251410111 O'NEILL KEVIN F & MARY P LAPE 3198 BUTTERNUT CIR NW 3198 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 24 251410120 DOUGLAS PAUL E & DOUGLAS TRACEY A 3192 BUTTERNUT CIR NW 3192 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 25 251410130 CONZEMIUS DANIEL JOSEPH 3186 BUTTERNUT CIR NW 3186 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 26 251410140 BAYSINGER LARRY A & MARSHA D 3180 BUTTERNUT CIR NW 3180 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 27 251410150 HAWKINSON DAVID & HAWKINSON JANELLE 3174 BUTTERNUT CIR NW 3174 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 28 251410160 LEWIS LISA M 3168 BUTTERNUT CIR NW 3168 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 29 251410170 THOMPSON PATRICK J 3162 BUTTERNUT CIR NW 3162 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 30 251410180 SCHWARZ JOSEPH WILLIAM 3158 BUTTERNUT CIR NW 1486 FAIRMONT AVE SAINT PAUL, MN 55105 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 31 251410190 SILVERNAGEL SCOTT L 3152 BUTTERNUT CIR NW 3152 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 32 251410201 HAWKINS JAN P & HAWKINS JOHN D 3140 BUTTERNUT CIR NW 8951 LEGENDS CLUB DR PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 33 251410220 MATTSON JAMES 3130 BUTTERNUT CIR NW 3130 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 34 251410230 SEEHUSEN CLINT & SEEHUSEN AMY 3124 BUTTERNUT CIR NW 3124 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 35 251410240 HENNEN LAWRENCE & MARY ELAINE 16525 NORTHWOOD RD NW 16525 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 36 251410250 HENNEN LAWRENCE & MARY ELAINE 16525 NORTHWOOD RD NW 16525 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 37 251410260 LARSON PAUL S & LARSON AMY G 16511 NORTHWOOD RD NW 16511 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 38 251410271 ZOSCHKE CRAIG 16499 NORTHWOOD RD NW 16499 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 39 251410280 CHAPMAN GREGORY & CHAPMAN DANIELLE 16471 NORTHWOOD RD NW 16471 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 40 251410290 BARRY AND TREVA JAMES LIVING TRUST 3147 LINDEN CIR NW 3147 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 41 251410273 DAWSON KATHLEEN M 3171 LINDEN CIR NW 3171 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 42 251410272 SMITH MITCHELL 3175 LINDEN CIR NW 3175 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 43 251410300 SONNENBURG PAUL 3189 LINDEN CIR NW 3189 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 44 251410310 RAUL AND ALLYSON REHNBORG TRUST 3201 LINDEN CIR NW 3201 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 45 252350070 WELCH WILLIAM III 3209 LINDEN CIR NW 3209 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 46 252350031 LEWIS THERESA L 3221 LINDEN CIR NW 3221 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 47 252350011 WILFOND RICHARD L & CHERYL M 3220 LINDEN CIR NW 3220 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 48 251410320 BEMAN BRIAN D 3198 LINDEN CIR NW 20641 LAKE RIDGE DR PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 49 251410330 BAIR BRENT O 3186 LINDEN CIR NW 3186 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 50 251410340 SUTLIFF DEAN N 3162 LINDEN CIR NW 3162 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 51 251410350 MARY ELINDSTROM REVOCABLE TRUST AGREEMENT 3124 LINDEN CIR NW 3124 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 52 251410361 SMITH LANCE E 16427 NORTHWOOD RD NW 16427 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ Page 1 PRELIMINARY ASSESSMENT ROLL 2026-2027NORTHWOODROAD AREASTREET & UTILITY IMPROVEMENTS CITY OF PRIOR LAKE, MINNESOTA CITYPROJECTNO. 2026-01 BMI PROJECT NO. 24X.135829 DATE: JULY, 2025 Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes 53 251410372 SUE ECOOKE REVOCABLE TRUST 16407 NORTHWOOD RD NW 6849 CASEY PKWY PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 54 251410381 JONES SARAH J 16383 NORTHWOOD RD NW 16383 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 55 251410390 REVAK MARILYN C 16361 NORTHWOOD RD NW 16361 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 56 251410400 TETZLOFF PAULA J & JOHN L 16337 NORTHWOOD RD NW 16337 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 57 251410411 PETSCHL JEFFREY & TRACI 16327 NORTHWOOD RD NW 16327 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 58 251410410 LEHNERT MARK E 16313 NORTHWOOD RD NW 16313 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 59 251410420 STUART & LUCI ALTMAN TRUST 16285 NORTHWOOD RD NW 16285 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 60 251410430 ANDERSEN CRAIG A & JODY 16273 NORTHWOOD RD NW 16273 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 61 251410431 WALVIUS SUSAN K 16255 NORTHWOOD RD NW 16255 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 62 251410441 ATKINS JOSHUA CALL 16245 NORTHWOOD RD NW 16245 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 63 251410442 PAULA FCOULTER REVOCABLE TRUST 16231 NORTHWOOD RD NW 16231 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 64 251410460 ROESNER MARK R 16187 NORTHWOOD RD NW 16187 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 65 251410470 GERGEN MARK M 16175 NORTHWOOD RD NW 16175 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 66 251410480 HOLDEN TERRY L 16163 NORTHWOOD RD NW 16163 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 67 251410490 BORRELL CHARLES 16153 NORTHWOOD RD NW 16153 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 68 251410500 RIVERA JASON D 16145 NORTHWOOD RD NW 16145 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 69 251410510 PAUL MCHAVES REVOCABLE TRUST & KRISTEN D GOEDERT 16139 NORTHWOOD RD NW 16139 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 70 251410520 MOEN SCOTT 16129 NORTHWOOD RD NW 16129 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 71 251410540 KRISTI KMULLER REVOCABLE TRUST 16119 NORTHWOOD RD NW 16119 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ ISOLATED PARCEL W/ DIRECT ACCESS TO NORTHWOOD RD VIA SHARED DRIVEWAY 72 251410530 VIJA RPELECIS TRUST 16113 NORTHWOOD RD NW 16113 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 73 251410560 BERG JEFF 16109 NORTHWOOD RD NW 16109 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 74 251410570 HODSDON TIMOTHY 16101 NORTHWOOD RD NW 16101 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 75 251410580 CAMPBELL JOSEPH K 16099 NORTHWOOD RD NW 16099 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 76 251410590 FLOM TODD R 16095 NORTHWOOD RD NW 16095 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 77 251410600 BURT DENISE A 16093 NORTHWOOD RD NW 16093 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 78 251410610 TAN EDDY 16091 NORTHWOOD RD NW 16091 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 79 251410620 SIMONSON JAY S & ANN J 16087 NORTHWOOD RD NW 4502 GOLF TER EDINA, MN 55424 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 80 251410630 GRUNDER KYLE 16085 NORTHWOOD RD NW 16085 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 81 251410640 BOLZ BRADLEY W & BOLZ MONAYE M 16083 NORTHWOOD RD NW 16083 NORTHWOOD RDNE PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 82 251410650 PASSOFARO JOSEPH A 16077 NORTHWOOD RD NW 16077 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 83 251410660 ANDERSON KARL 16073 NORTHWOOD RD NW 16073 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 84 251410672 ANDERSON DAVID G & GRETCHEN 16069 NORTHWOOD RD NW 16069 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 85 251410670 SULLIVAN BARRY J 16067 NORTHWOOD RD NW 14347 FISHER AVE PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 86 251410671 SULLIVAN MOLLY P 16063 NORTHWOOD RD NW APO, AE09173 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 87 251410680 CHIAL STEVEN E & NAOMI R 16061 NORTHWOOD RD NW 16061 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 88 251410690 GRYTING KELLY R 16059 NORTHWOOD RD NW 16059 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 89 251410700 RICHARDSON JESSICA 16057 NORTHWOOD RD NW 16057 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 90 251410710 HARTL CASEY A 16055 NORTHWOOD RD NW 16055 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 91 251410720 ERICKSON SCOTT H 16051 NORTHWOOD RD NW 16935 CEDARCREST DR EDEN PRAIRIE, MN 55347 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 92 251410730 WILLIAM & CORINNA GILBERT TRUST 16049 NORTHWOOD RD NW 16049 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 93 251410740 AUDAS JAMES R 16047 NORTHWOOD RD NW 16047 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 94 251410750 MENDEN FRANCIS 16045 NORTHWOOD RD NW 16045 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 95 251410760 KRAMER DAVID D 16043 NORTHWOOD RD NW 16043 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 96 251410770 CARNEY ANDREW JOE & CARNEY JESSICA ANN 16041 NORTHWOOD RD NW 3462 WILDS RDG NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 97 251410780 JILL EHOOPER REVOCABLE TRUST 16039 NORTHWOOD RD NW 16039 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 98 251410790 RYAN JWILLIAMS REVOCABLE TRUST & GRETCHEN M WILLI 16037 NORTHWOOD RD NW 16037 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 99 251410800 HOFFBECK LANDON R 16035 NORTHWOOD RD NW 16035 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 100 251410811 FOLEY STEVE 16033 NORTHWOOD RD NW 16033 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 188 251410810 BARRIBALL SCOTT E & DIANE M 16031 NORTHWOOD RD NW 16031 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 101 258010510 MEEK RYLEE 16027 NORTHWOOD RD NW 16027 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 102 251410830 VIG KRISTIN 16015 NORTHWOOD RD NW 16015 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 103 251410831 THIBAULT MICHAEL D & RHONDA LTHIBAULT 16013 NORTHWOOD RD NW 16013 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 104 251410840 ZANDER PAUL H & CATHY C & PAUL H ZANDER REV TRUST 16009 NORTHWOOD RD NW 16009 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ Page 2 PRELIMINARY ASSESSMENT ROLL 2026-2027NORTHWOODROAD AREASTREET & UTILITY IMPROVEMENTS CITY OF PRIOR LAKE, MINNESOTA CITYPROJECTNO. 2026-01 BMI PROJECT NO. 24X.135829 DATE: JULY, 2025 Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes 105 251410850 JANA BPATRICK REVOCABLE TRUST 16001 NORTHWOOD RD NW 16001 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 106 251890010 CHRISTOPHERSON TROY L & CHRISTOPHERSON JILL M 3529 ISLAND VIEW CIR NW 3529 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 107 251890020 SLIPKA CHAD 3545 ISLAND VIEW CIR NW 3545 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 108 251890030 RICHARDSON THOMAS J 3559 ISLAND VIEW CIR NW 3559 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 109 251890040 PETER BENJAMIN C & JODIE A 3579 ISLAND VIEW CIR NW 3579 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 110 251890050 DOHERTY ANTHONY 3595 ISLAND VIEW CIR NW 3595 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 111 251890060 ISLAND VIEW OUTLOT INC 3545 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 2026 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 112 251590120 OVERBY BRAD 224 POST VIEW DR ALEDO, TX 76008 2026 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 113 251590121 JANICE MGRASER REVOCABLE TRUST 3715 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 2026 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 114 251590100 JANICE MGRASER REVOCABLE TRUST 3715 ISLAND VIEW CIR NW 3715 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 115 251590090 WILSON HEIDI C 3735 ISLAND VIEW CIR NW 3735 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 116 251590080 EVERSON BRIAN 3755 ISLAND VIEW CIR NW 3755 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 117 251590070 JOHNSON MARY R 3773 ISLAND VIEW CIR NW 3773 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 118 251590060 STENZEL TYRONE D & DECIA J 3791 ISLAND VIEW CIR NW 3791 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 119 251590050 HURST JOHN & HURST STEFANIE 3809 ISLAND VIEW CIR NW 3809 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 120 251590040 HENGEMUHLE CHAD M 3827 ISLAND VIEW CIR NW 3827 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 121 251590030 KOPETZKI STEVEN J & MARLENE 3845 ISLAND VIEW CIR NW 3845 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 122 251590020 MICHAEL PMYSER REVOCABLE TRUST 3857 ISLAND VIEW CIR NW 3857 ISLAND VIEW CIR PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 123 251590010 KARGES DAVID B & CHERYL SPATH 3869 ISLAND VIEW CIR NW 3869 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 124 251590110 THOMAS JRYAN REVOCABLE TRUST 3877 ISLAND VIEW CIR NW POBOX 246 ELKO NEW MARKET, MN 55020 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 125 251590111 ISLAND VIEW 2ND HOMEOWNER ASSN 3773 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 2026 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 126 250850130 ANDERSON DANIEL C 3550 ISLAND VIEW CIR NW 3550 ISLAND VIEW CIRNW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 127 250850120 MORRIS RICHARD J & PATRICIA 15987 ISLAND VIEW RDNW 15987 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 128 250850110 ORENSTEIN KURT M 15967 ISLAND VIEW RDNW 15967 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 129 250850100 KODIDEK KEVIN C 15947 ISLAND VIEW RDNW 15947 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 130 250850090 POPPLER SHAWN 15923 ISLAND VIEW RDNW 15923 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 131 250850080 LEVEILLE DANIEL G 15897 ISLAND VIEW RDNW 15897 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 132 250850070 MALMBERG BRIAN D 15871 ISLAND VIEW RDNW 15871 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 133 250850060 AMMERMAN RODNEY C & JULIE 15849 ISLAND VIEW RDNW 15849 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 134 250850050 BRETZ KENNETH J & DEBORAH K 15829 ISLAND VIEW RDNW 15829 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 135 250850040 GRABSKI BENJAMIN W 15809 ISLAND VIEW RDNW 17772 63RD AVE N MAPLE GROVE, MN 55311 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 136 250850030 GARDINER CHARLES III & GARDINER JESSICA 15789 ISLAND VIEW RDNW 15789 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 137 250850020 GROH BRIAN L & LINDA A 15769 ISLAND VIEW RDNW 15769 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 138 250850010 HELMBACHER KEITH M 15757 ISLAND VIEW RDNW 15757 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 139 258010130 FERGUSON RON W 15745 ISLAND VIEW RDNW 15745 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 140 252520090 BEHRENDT MICHAEL 15733 ISLAND VIEW RDNW 15733 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 141 252520080 GIGSTEAD DANIEL ELMAN 15721 ISLAND VIEW RDNW 15721 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 142 252520070 REICHERT PETER B 15707 ISLAND VIEW RDNW 15707 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 143 252520060 EVENSON BRADLEY MATTHEW 15695 ISLAND VIEW RDNW 15695 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 144 252520050 FIELD DANIEL E 15683 ISLAND VIEW RDNW 15683 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 145 252520040 KORSTAD CANDICE K 15673 ISLAND VIEW RDNW 15673 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 146 252520320 ISLAND VIEW 5TH ADDN ASSN & PETER WHATLEY 15702 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 147 252520030 NELSON MARK D & LAURA L 15567 FREMONT AVE NW 15567 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 148 252520020 PENNE JONATHAN E 15549 FREMONT AVE NW 15549 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 149 252520010 CONROY MICHAEL J 15531 FREMONT AVE NW 15531 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 150 254170220 DUMKE BRUCE GEORGE 3571 CRYSTAL BAY LN NW 3571 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 151 254170210 LARRY A & RACHELLE KALLEVIG FAMILY TRUST 3575 CRYSTAL BAY LN NW 3575 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 152 254170200 LORI AMANDERS REVOCABLE TRUST 3585 CRYSTAL BAY LN NW 3585 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY Page 3 PRELIMINARY ASSESSMENT ROLL 2026-2027NORTHWOODROAD AREASTREET & UTILITY IMPROVEMENTS CITY OF PRIOR LAKE, MINNESOTA CITYPROJECTNO. 2026-01 BMI PROJECT NO. 24X.135829 DATE: JULY, 2025 Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes 153 254170190 SCHEEL THOMAS W 3589 CRYSTAL BAY LN NW 3589 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 154 254170180 KUYPER SCOTT 3607 CRYSTAL BAY LN NW PO1263 PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 155 254170170 OLSON NEAL V 3611 CRYSTAL BAY LN NW 3611 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 156 254170160 CARIN LTHOMAS DECLARATION OFTRUST 3629 CRYSTAL BAY LN NW 3629 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 157 254170150 POLSTER JEFF & ELLA 3633 CRYSTAL BAY LN NW 37224 N 99 ST SCOTTSDALE, AZ 85262 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 158 254170140 LEJEUNE JASON 3647 CRYSTAL BAY LN NW 6775 CALUMET DR NAPLES, FL34113 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 159 254170130 KAMRATH GARY R 3651 CRYSTAL BAY LN NW 3651 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 160 254170240 OLSON FAMILY TRUST 3586 CRYSTAL BAY LN NW 296 FOREST SPRING DR PONTE VEDRA, FL32081 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 161 254170230 ANDERSON CHERYL 3582 CRYSTAL BAY LN NW 3582 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$ CRYSTAL BAY LN ISAPRIVATE ROAD WITH DIRECT ACCESS TO FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY ASSESSMENT POLICY 162 251330670 LINDQUIST KRISTOPHER J 2804 SPRING LAKE RD SW 2804 SPRING LAKE RD SW PRIOR LAKE, MN 55372 2027 RECON 18,500.00$ 14,000.00$ -$ NO ASSESSMENT CALCULATION - PRIMARY ACCESS NOT IN PROJECT AREA 163 251330620 WESTLUND STEPHANIE 16730 NORTHWOOD RD NW 16730 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 164 251330030 SCOTT COUNTY TAXATION DEPT 200 4AVE W SHAKOPEE, MN 55379 1.00 2027 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT - PUBLIC PARCEL 165 259040020 SCOTT COUNTY PARKS DEPARTMENT 200 4AVE W SHAKOPEE, MN 55379 11.00 2027 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT - PUBLIC PARCEL 166 251410020 HAIKER THOMAS F & JEANETTE C 16530 NORTHWOOD RD NW 16530 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 167 251410861 CITY OF PRIOR LAKE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 2027 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 168 253600030 NOTERMANN DEBORAH L 3055 KNOLLRIDGE DR NW 3055 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 169 253600020 SPLETTSTOESER GREGORY M 3041 KNOLLRIDGE DR NW 3041 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 170 258010420 LARSON KURT A 3027 KNOLLRIDGE DR NW 3027 KNOLLRIDGE DR PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 171 254620010 FURUSEH TRUST 2979 KNOLLRIDGE DR NW 2979 KNOLLRIDGE DR PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 172 254620020 WOZNEY WILLIAM J 2967 KNOLLRIDGE DR NW 2967 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 173 254620030 MCCARTHY JEFFREY D 2951 KNOLLRIDGE DR NW 2951 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 174 254620040 HARTMANN ERIC J 2935 KNOLLRIDGE DR NW 2935 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 175 254620050 NEIST JENNIFER 2921 KNOLLRIDGE DR NW 2921 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 176 254620060 NOBLE CHARLES E 2903 KNOLLRIDGE DR NW 2903 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 177 254620070 SMITH DUSTIN 2885 KNOLLRIDGE DR NW 2885 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 178 254620080 KOKOSCHKE SCOTT 2871 KNOLLRIDGE DR NW 2871 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 179 254620090 REETZ DANA 2859 KNOLLRIDGE DR NW 2859 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 180 254620100 WOYAK LOUIS C 16462 HAWK RIDGE CT NW 16462 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 181 254620110 LEE MARSHALL 16474 HAWK RIDGE CT NW 16474 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 182 254620120 HOSCHEIT ADAM N 16480 HAWK RIDGE CT NW 16480 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 183 254620130 PRUSE DAVID S 16484 HAWK RIDGE CT NW 16484 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 184 254620140 MEYER SEAN 16488 HAWK RIDGE CT NW 16488 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 185 254620150 WEBER ADAM 16485 HAWK RIDGE CT NW 16485 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 186 254620160 LOFFHAGEN ADAM G 16481 HAWK RIDGE CT NW 16481 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 187 254620170 SIREK AMBER J 16479 HAWK RIDGE CT NW 16479 HAWK RIDGE CT PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 189 254620180 LUSKEY DAVID M & SUSAN M 16475 HAWK RIDGE CT NW 16475 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 190 254620190 PUSKARICH KATIE 16471 HAWK RIDGE CT NW 16471 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 191 254620200 ZHDANKIN VASILI V 16467 HAWK RIDGE CT NW 16467 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 192 254620210 WENDLER TRENT D 16463 HAWK RIDGE CT NW 16463 HAWK RIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 193 254620220 GARY M NEWHARD & AMANDA ANEWHARD TRUST 16421 KNOLLRIDGE CTNW 16421 KNOLLRIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 194 254620230 BARBERA JACE AUSTIN & BARBERA SARAH LOUISE 16429 KNOLLRIDGE CTNW 16429 KNOLLRIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 195 254620240 PALMER WILLIAM 16437 KNOLLRIDGE CTNW 16437 KNOLLRIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ Page 4 PRELIMINARY ASSESSMENT ROLL 2026-2027NORTHWOODROAD AREASTREET & UTILITY IMPROVEMENTS CITY OF PRIOR LAKE, MINNESOTA CITYPROJECTNO. 2026-01 BMI PROJECT NO. 24X.135829 DATE: JULY, 2025 Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes 196 254620250 BECKER JENNIFER 16445 KNOLLRIDGE CTNW 16445 KNOLLRIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 197 254620260 WILLIAMS GARY L 16451 KNOLLRIDGE CTNW 16451 KNOLLRIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 198 254620270 KROL KIMBERLY SUSAN 16444 KNOLLRIDGE CTNW 16444 KNOLLRIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 199 254620280 ROGGOW ALBERT 16436 KNOLLRIDGE CTNW 16436 KNOLLRIDGE CTNE PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 200 254620290 COTTER DAVID MAURICE 16428 KNOLLRIDGE CTNW 16428 KNOLLRIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 201 254620300 NELSON MONICA L 16420 KNOLLRIDGE CTNW 16420 KNOLLRIDGE CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 202 254610110 BORDENAVE BETH 2788 HAWK RIDGE RDNW 2788 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 203 254610100 CONNIFF KEVIN 2790 HAWK RIDGE RDNW 2790 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 204 254610090 BROWN DANIEL J 2792 HAWK RIDGE RDNW 2792 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 205 254610080 JAMES L & CHRISTINE MTAGGART TRUST 2794 HAWK RIDGE RDNW 2794 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 206 254610070 KNUTSON MAGGIE & KNUTSON DANIEL 2796 HAWK RIDGE RDNW 2796 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 207 254610060 VITULLI AMY & VITULLI ANTHONY 2798 HAWK RIDGE RDNW 2798 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 208 254610050 HANZEL DAVID P & SUZANNAH M 2800 HAWK RIDGE RDNW 2800 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 209 254610040 DEAN JOHN B 2802 HAWK RIDGE RDNW 2802 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 210 254610030 SHOWER DANIEL E 2804 HAWK RIDGE RDNW 2804 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 211 254610020 HOLDEN DALE 2806 HAWK RIDGE RDNW 2806 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 212 254610010 PAVELICH JEFFREY A 2808 HAWK RIDGE RDNW 2808 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 213 254590410 CHARLES AND MICHELE MCFALL TRUST 2810 HAWK RIDGE RDNW 2810 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 214 254590400 SCHLICHTMANN BENJAMIN WILLIAM 2822 HAWK RIDGE RDNW 2822 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 215 254590390 GROESS REVOCABLE TRUST 2828 HAWK RIDGE RDNW 2828 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 216 254590380 HAUTMAN BRADEN JAMES 2836 HAWK RIDGE RDNW 2836 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 217 254590370 DEMIN VITALY GENNADYEVICH 2840 HAWK RIDGE RDNW 2840 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 218 254590360 ANDERSON JASON 2852 HAWK RIDGE RDNW 2852 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 219 254590350 HELGERSON KARI C 16212 VISIONARY HEIGHTS CIRNW 16212 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 220 254590340 MARO THEODORE B 16200 VISIONARY HEIGHTS CIRNW 16200 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 221 254590330 BECHTHOLD TRAVIS 16196 VISIONARY HEIGHTS CIRNW 16196 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 222 254590320 BERGNER JESSE T 16184 VISIONARY HEIGHTS CIRNW 16184 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 223 254590310 JACOB JAMES V 16178 VISIONARY HEIGHTS CIRNW 16178 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 224 254590300 SVELA JASON W 16175 VISIONARY HEIGHTS CIRNW 16175 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 225 254590290 JACOBUS RYAN KEITH 16177 VISIONARY HEIGHTS CIRNW 16177 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 226 254590280 FORDAHL PAUL D 16179 VISIONARY HEIGHTS CIRNW 16179 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 227 254590270 LEE JAMES A 16185 VISIONARY HEIGHTS CIRNW 16185 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 228 254590260 ZECK JOSEPH J 16197 VISIONARY HEIGHTS CIRNW 16197 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 229 254590250 BURNS MICHAEL T 16211 VISIONARY HEIGHTS CIRNW 16211 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 230 254590240 MCCLURE DANIEL J 16202 TAHINKA PLNW 16202 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 231 254590230 THEIS ADAM R 16180 TAHINKA PL NW 16180 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 232 254590220 PURFEERST BENNETT P & WOODCOCK KATE E 16164 TAHINKA PL NW 16164 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 233 254590210 HUBLE THEODORE J 16150 TAHINKA PL NW 16150 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 234 254590200 ALLWINE TRICIA L 16132 TAHINKA PL NW 16132 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 235 254590190 JACOBS RYAN A 16118 TAHINKA PL NW 16811 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 236 254590180 MARTINEK RICHARD J 16100 TAHINKA PL NW 16100 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 237 254590170 MARTIN SHAWN 16082 TAHINKA PL NW 16082 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 238 254590160 DAMMANN PAUL R 16064 TAHINKA PL NW 16064 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 239 254590150 SCHRANK GERALD D & THERESA M 16046 TAHINKA PL NW 9704 OXFORD LN ELKO NEW MARKET, MN 55020 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 240 254590140 SACHS DONALD J 16037 TAHINKA PLNW 16037 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 241 254590130 NOWAK PAUL J 16041 TAHINKA PLNW 16041 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 242 254590120 LUND DAVID K 16057 TAHINKA PLNW 16057 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 243 254590110 CARR MICHAEL R 16069 TAHINKA PLNW 16069 TAHINKA PLACE NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 244 254590100 BLATTNER CRAIG E 16093 TAHINKA PLNW 16093 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 245 254590090 DAUER CRAIG W & ANNE E 16101 TAHINKA PL NW 16101 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 246 254590080 RAADT JEREMY 16117 TAHINKA PLNW 16117 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 247 254590070 MOORE NATHANIEL 16135 TAHINKA PLNW 16135 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 248 254590060 TUY JONATHAN 16153 TAHINKA PLNW 16153 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ Page 5 PRELIMINARY ASSESSMENT ROLL 2026-2027NORTHWOODROAD AREASTREET & UTILITY IMPROVEMENTS CITY OF PRIOR LAKE, MINNESOTA CITYPROJECTNO. 2026-01 BMI PROJECT NO. 24X.135829 DATE: JULY, 2025 Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes 249 254590050 FERIN BRIAN J 16167 TAHINKA PLNW 16167 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 250 254590040 MONTAG TREVOUR J 16183 TAHINKA PLNW 16183 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 251 254590030 PORTER ERIC 16201 TAHINKA PLNW 16201 TAHINKA PLNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 252 254590020 SNYDER AARON M 2970 HAWK RIDGE RDNW 2970 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 253 254590010 PUDELL MATTHEW D 2976 HAWK RIDGE RDNW 2976 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 254 254590750 PRIOR LAKE,CITY OF & CITY MANAGER 4646 DAKOTA STSE PRIOR LAKE, MN 55372 RECLAIM 5,500.00$ 5,500.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 255 253710010 MURR TODD E & TAMARA 3022 HAWK RIDGE RDNW 3022 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 256 253710020 MEI BOB 3034 HAWK RIDGE RDNW 3034 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 257 253710030 GREBENYUK YEVGENIY 3046 HAWK RIDGE RDNW 3046 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 258 253710040 ANDREW S & SHARON A SBURKE TRUST 3058 HAWK RIDGE RDNW 3058 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 259 253710050 KOEHLER ANDREW I & REBECCA S 3091 LAKE HAVEN CTNW 3091 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 260 253710060 MILLER DAVID J & NICOLE 3077 LAKE HAVEN CTNW 3077 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 261 253710070 PELLER KAREN L & MARK J 3065 LAKE HAVEN CTNW 3065 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 262 253710080 ANDERSON LAWRENCE M & PAMELA K 3037 LAKE HAVEN CTNW 3037 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 263 253710090 LORI AJOHNSON GOODWIN TRUST 3050 LAKE HAVEN CTNW 3050 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 264 253710100 MENNING JOSEPH P & BETH A 3062 LAKE HAVEN CTNW 3062 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 265 253710110 PROVANCHA AARON J 3074 LAKE HAVEN CTNW 3074 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 266 253710120 LAMAACK DAVID B & MARY B 3086 LAKE HAVEN CTNW 3086 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 267 253710130 RAYMOND CRAIG ALLAN 3098 LAKE HAVEN CTNW 3098 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 268 253710140 KRECH MICHAEL W & HEATHER M 3197 SHADY COVE PTNW 3197 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 269 253710150 VELDMAN BRUCE A & CHRISTINE M 3185 SHADY COVE PTNW 3185 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 270 253710160 LUNDQUIST DANIEL 3173 SHADY COVE PTNW 14916 PIXIE POINT CIR SE PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 271 253710170 PETER AND THERESA NAZY TRUST 3161 SHADY COVE PTNW 3161 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 272 253710180 DEPREY ERIC 3149 SHADY COVE PTNW 3149 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 273 253710190 GETTLER JONATHAN A 3137 SHADY COVE PTNW 3137 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 274 253710200 BRESNAHAN ADAM & BRESNAHAN ALYSSA 3122 SHADY COVE PTNW 3122 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 275 253710210 STEVENSON JAMES ROBERT III & STEVENSON ASHLEY MAR 3134 SHADY COVE PTNW 3134 SHADY COVE PT PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 276 253710220 LAING DOUGLAS WJR & DEBORAH A 3146 SHADY COVE PTNW 3146 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 277 253710230 FORSTER MARK T 3158 SHADY COVE PTNW 3158 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 278 253710240 STEPHEN GERALD CLOSE AND DANA JEAN CLOSE TRUST 3170 SHADY COVE PTNW 3170 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 279 253710250 KLOSSNER DEREK 3182 SHADY COVE PTNW 3182 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 280 253710260 LARSON JOHN P & JILLR 3221 LAKE BLUFF CIR NW 3221 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 281 253710270 LETHANH 3199 LAKE BLUFF CIR NW 3199 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 282 253710280 HELBERG PAUL D & COLEEN SHELBERG 3191 LAKE BLUFF CIR NW 3191 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 283 253710290 KLEMA NATHAN 3204 LAKE BLUFF CIR NW 3204 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 284 253710300 HONG JOHN PV & LINH M 3212 LAKE BLUFF CIR NW 3212 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 285 253710310 DIDION TAMARA ROSE 3220 LAKE BLUFF CIR NW 3220 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 286 253710320 BARLASS JACOB 3228 LAKE BLUFF CIR NW 3228 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 287 253710330 ERICKSON JAYT & CARMEN H 16082 NORTHWOOD RD NW 16082 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 288 253600180 BAIR RANDELL L & SANDRA K 16070 NORTHWOOD RD NW 16070 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 289 253600170 WALL MICHAEL & JENNIFER 16058 NORTHWOOD RD NW 16058 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 290 252060040 TEILBORG JOHN A & LORRAINE 15994 ARCTIC CIR NW 14358 RUTGERS STNE PRIOR LAKE, MN 55372 6.00 6.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ INDIRECT BENEFIT - ARCTIC CIR ISAPRIVATE ROAD WITH DIRECT ACCESS TO NORTHWOOD RD 291 250620050 STAY SAFE LLC 15940 ARCTIC CIR NW 2335 REDWING DR SHAKOPEE, MN 55379 1.00 1.00 2027 RECON 18,500.00$ 7,000.00$ 7,000.00$ INDIRECT BENEFIT - ARCTIC CIR ISAPRIVATE ROAD WITH DIRECT ACCESS TO NORTHWOOD RD 292 252060030 MAHONEY JEROME R & SUSAN 14720 GLENDALE AVE SE PRIOR LAKE, MN 55372 2.00 2.00 2027 RECON 18,500.00$ 7,000.00$ 7,000.00$ INDIRECT BENEFIT - ARCTIC CIR ISAPRIVATE ROAD WITH DIRECT ACCESS TO NORTHWOOD RD 293 252060020 STAY SAFE LLC 15880 ARCTIC CIR NW 2335 REDWING DR SHAKOPEE, MN 55379 2.00 2.00 2027 RECON 18,500.00$ 10,000.00$ 10,000.00$ INDIRECT BENEFIT - ARCTIC CIR ISAPRIVATE ROAD WITH DIRECT ACCESS TO NORTHWOOD RD 294 252060010 COURSOLLE NATASHA K 15820 ARCTIC CIR NW 2124 WACIPI DR PRIOR LAKE, MN 55372 3.00 3.00 2027 RECON 18,500.00$ 10,000.00$ 10,000.00$ INDIRECT BENEFIT - ARCTIC CIR ISAPRIVATE ROAD WITH DIRECT ACCESS TO NORTHWOOD RD 295 250790030 COURSOLLE NATASHA K 2124 WACIPI DR PRIOR LAKE, MN 55372 2027 RECON 18,500.00$ 14,000.00$ -$ NO ASSESSMENT CALULATION - PRIVATE ROAD RIGHT-OF-WAY/NOT BUILDABLE 296 250620060 COURSOLLE NATASHA K 2124 WACIPI DR PRIOR LAKE, MN 55372 2027 RECON 18,500.00$ 14,000.00$ -$ NO ASSESSMENT CALULATION - PRIVATE ROAD RIGHT-OF-WAY/NOT BUILDABLE 297 252490420 HILLESHIEM JODY A 15990 FREMONT AVE NW 15990 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 298 252490410 CAMERON DANIEL A 15978 FREMONT AVE NW 15978 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 299 252490400 HAYES PATRICK W & SHELLY M 15960 FREMONT AVE NW 15960 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 300 252490390 LACROIX KEVIN J & IRENE L 3381 FREMONT STNW 3381 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 301 252490380 AALAND NICHOLAS S 3345 FREMONT STNW 3345 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ Page 6 PRELIMINARY ASSESSMENT ROLL 2026-2027NORTHWOODROAD AREASTREET & UTILITY IMPROVEMENTS CITY OF PRIOR LAKE, MINNESOTA CITYPROJECTNO. 2026-01 BMI PROJECT NO. 24X.135829 DATE: JULY, 2025 Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes 302 252490370 HOLST ADAM BERTON 3344 FREMONT STNW 3344 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 303 252490360 MCLAIN CASEY 3366 FREMONT STNW 3366 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 304 252490350 VLASIN ERIC L & BETHANY J 3386 FREMONT STNW 3386 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 305 252490340 LINK JOSEPH 3399 FREMONT CIR NW 3399 FREEMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 306 252490330 HANSEN JEFFREY S & SHANNON R 3375 FREMONT CIR NW 3375 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 307 252490320 SCHROEDER MINDY 3361 FREMONT CIR NW 3361 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 308 252490310 RYKKEN ROBERT J 3330 FREMONT CIR NW 3330 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 309 252490300 ENGELSON RICHARD & MARGARET 3350 FREMONT CIR NW 3350 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 310 252490290 BACHMANN JAMIE LYNN 3364 FREMONT CIR NW 3364 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 311 252490280 O'HALLORAN BARBARA JO & SEAN P 3384 FREMONT CIR NW 3384 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 312 252490270 STARR ANTHONY J & JESSICA A 3400 FREMONT CIR NW 3400 FREEMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 313 252490260 BLONIGEN NORBERT A 15820 FREMONT AVE NW 15820 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 314 252490250 KLINE JAYNE L 15800 FREMONT AVE NW 15800 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 315 252490240 MUEHLHAUSER BRETT A 15784 FREMONT AVE NW 15784 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 316 252490230 STEIN RANDY 15770 FREMONT AVE NW 15770 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 317 252520220 SWANSON DENNIS 3445 CRYSTAL CIRNW 3445 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 318 252520210 TREADWELL LAURA 3435 CRYSTAL CIRNW 3435 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 319 252520330 PRIOR LAKE CITY OF & CITY MANAGER 3425 CRYSTAL CIRNW 4646 DAKOTA STSE PRIOR LAKE, MN 55372 1.00 RECLAIM 5,500.00$ 5,500.00$ -$ NOASSESSMENT - PUBLIC PARCEL 320 252520310 BRAGG MICHAEL S 3430 CRYSTAL CIRNW 3430 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 321 252520300 HOFFMAN ROBERT JIII 3440 CRYSTAL CIRNW 3440 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 322 252520290 SCHLIEP BRUCE D & ELIZABETH 3450 CRYSTAL CIRNW 3450 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 323 252520280 SEIBERLICH SCOTT 15710 FREMONT AVE NW 913 ECRYSTAL LAKE RD BURNSVILLE, MN 55306 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 324 252520270 SCHMITZ WILLIAM J & SUSAN J 15690 FREMONT AVE NW 15690 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 325 252520260 SLATER MATTHEW & SLATER SARAH 15672 FREMONT AVE NW 15672 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 326 252520250 MORTON DANIEL J 15654 FREMONT AVE NW 15654 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 327 252520240 FINKENAUR STEPHEN P & JODY L 15636 FREMONT AVE NW 15636 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 328 252520230 BERGER SUZANNE M 15616 FREMONT AVE NW 15616 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 329 253500100 PRIOR LAKE CITY OF & CITY MANAGER 3358 GLYNWATER TRL NW 4646 DAKOTA STSE PRIOR LAKE, MN 55372 MILL 1,500.00$ 1,500.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 330 252490180 TOTH ANNA M 15995 FREMONT AVE NW 15995 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 331 252490170 SCHREIBER RICHARD C & TERRY R 15975 FREMONT AVE NW 15975 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 332 252490150 HADAC JOHN A 15959 FREMONT AVE NW 15959 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 333 252490140 HANISCH MICHAEL E 15941 FREMONT AVE NW 15941 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 334 252490110 SENTYRZ TODD B & DAINA M 15921 FREMONT AVE NW 15921 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 335 252490100 MORRISON BEN 15901 FREMONT AVE NW 15901 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 336 252490090 SEMSCH WILLIAM & HARTFIEL SALLY 15889 FREMONT AVE NW 15889 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 337 252490080 RUESINK STEVEN J & KARLEEN R 15873 FREMONT AVE NW 15873 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 338 252490070 SINZHEIMER TODD A 15855 FREMONT AVE NW 15855 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 339 252490060 SIWINSKI MICHAEL & MATTSON LORI 15839 FREMONT AVE NW 15839 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 340 252490050 HELMANDOLLAR MEGAN 15821 FREMONT AVE NW 15821 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 341 252490040 LAUGHRIDGE TRENT D 15805 FREMONT AVE NW 15805 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 342 252490030 DUBOIS JOE 15787 FREMONT AVE NW 15787 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 343 252490020 GEYEN DAREN 15771 FREMONT AVE NW 15771 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 344 252490010 BLOOMQUIST PATRICK J & SHAWNA 15759 FREMONT AVE NW 15759 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 345 252520110 TRONDSON SHANE R 15741 FREMONT AVE NW 15741 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 346 252520120 BROWN TROY M & RHONDA C 15723 FREMONT AVE NW 15723 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 347 252520130 PINT MARVIN G & JUDITH L 15705 FREMONT AVE NW 15705 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 348 252520140 JOHNSON TRENT 15687 FREMONT AVE NW 15687 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 349 252520150 SIMON DIANA K 15669 FREMONT AVE NW 15669 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 350 252520160 LUEDKE STEVEN A 15645 FREMONT AVE NW 15645 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 351 252520170 ARLT JOHN P 15702 ISLAND VIEW RDNW 15702 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 352 252520180 THOMPSON DAVID & CARRIE M ROSS 15738 ISLAND VIEW RDNW 15738 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 353 252520190 SOLARZ KEVIN 15750 ISLAND VIEW RDNW 15750 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 354 252520200 REITMEIER KEVIN M 15764 ISLAND VIEW RDNW 15764 ISLAND VIEW RD PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ Page 7 PRELIMINARY ASSESSMENT ROLL 2026-2027NORTHWOODROAD AREASTREET & UTILITY IMPROVEMENTS CITY OF PRIOR LAKE, MINNESOTA CITYPROJECTNO. 2026-01 BMI PROJECT NO. 24X.135829 DATE: JULY, 2025 Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes 355 252280010 HORRACH WILLIAM & MARTA 15774 ISLAND VIEW RDNW PO956 PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 356 252280020 BOESE JOSHUA CHRISTOPHER & BOESE JESSICA LYNN 15786 ISLAND VIEW RDNW 15786 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 357 252280030 ROLEFF MAX R 15800 ISLAND VIEW RDNW 15800 ISLAND VIEW RD PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 358 252280040 KLINE JAMES W & CYNTHIA A 15828 ISLAND VIEW RDNW 15828 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 359 252280050 PIERCE MARTIN T 15842 ISLAND VIEW RDNW 15842 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 360 252280060 BEISWENGER DONALD & ROBERTA 15852 ISLAND VIEW RDNW 15852 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 361 252280070 FROMM JAMES 15866 ISLAND VIEW RDNW 15866 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 362 252280080 BEAUFOY JEFFERY J 15878 ISLAND VIEW RDNW 15878 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 363 252280090 PHILLIPS JOEL 15894 ISLAND VIEW RDNW 2780 LIMERICK ST PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 364 252280100 OLSEN JULIE A 15906 ISLAND VIEW RDNW 15906 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 365 252280110 ALAN M BENSON TRUST 15918 ISLAND VIEW RDNW 15918 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 366 252490120 HUYNH KAZMYN 3460 ISLAND CIR NW 3460 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 367 252490130 GROVENBURG DANNY L 3440 ISLAND CIR NW 3440 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 368 252490160 O'FALLON KATHERINE C 3420 ISLAND CIR NW 3420 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 369 252490210 DEMARS CATHERINE R 3425 ISLAND CIR NW 3425 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 370 252490220 GREDEN MARK R 3445 ISLAND CIR NW 3445 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 371 252280120 PEMRICK NICOLE 15940 ISLAND VIEW RDNW 15940 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 372 252280130 GEIL JOEL D & JEAN E 15956 ISLAND VIEW RDNW 15956 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 373 252280140 RAY SUBHASISH 15970 ISLAND VIEW RDNW 15970 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 374 252280150 SCHULTZ ROBERT W 15982 ISLAND VIEW RDNW 15982 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,500.00$ 14,000.00$ 14,000.00$ 375 252280160 PANNKUK TERESA E 16000 ISLAND VIEW RDNW 16000 ISLAND VIEW RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 376 252280170 KINSELLA KEITH PJR 16038 NORTHWOOD RD NW 16038 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 377 252280180 FREER BAILEY E & BARNES ADAM P 16042 NORTHWOOD RD NW 16042 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 378 252280190 GRAMLOW CHAD A 16048 NORTHWOOD RD NW 16048 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 379 252280210 PRIOR LAKE CITY OF & CITY MANAGER 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 2027 RECON 18,500.00$ 14,000.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 380 252490200 HPA IIBORROWER 2021-1LLC 16050 NORTHWOOD RD NW 120 RIVERSIDE PLZ STE 2000 CHICAGO, IL60606 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 381 252490190 FRIEDGES DAVID R 16052 NORTHWOOD RD NW 16052 NORTHWOOD RDNW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,500.00$ 14,000.00$ 14,000.00$ 382 253600060 RYBA THOMAS JOHN JR 3060 KNOLLRIDGE DR NW 3060 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 383 253600050 SEMENENKO NATALYA D & IGOR 3046 KNOLLRIDGE DR NW 3046 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 384 253600040 MANFRED JAMES R & AMBER R 3032 KNOLLRIDGE DR NW 3032 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 385 254620380 BURTUS BRIAN MICHAEL PAULUS 2982 KNOLLRIDGE DR NW 2982 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 386 254620390 LINDSTROM SAMUEL M 2970 KNOLLRIDGE DR NW 2970 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 387 254620400 KINGSLEY WILLIAM GLEN 2954 KNOLLRIDGE DR NW 2954 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 388 254620420 PRIOR LAKE CITY OF & CITY MANAGER 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 MILL 1,500.00$ 1,500.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 389 254620310 SCHEELE JACILYN S 2936 KNOLLRIDGE DR NW 2936 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 390 254620320 KOEHMSTEDT THOMAS F 2920 KNOLLRIDGE DR NW 2920 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 391 254620330 BION KATE 2904 KNOLLRIDGE DR NW 2904 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 392 254620340 HERZ JENNIFER E 2888 KNOLLRIDGE DR NW 2888 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 393 254620350 DARBY JAY 2872 KNOLLRIDGE DR NW 2872 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 394 254620360 BREMER SCOTT 2860 KNOLLRIDGE DR NW 2860 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 395 254620370 SENSENBAUGH ALLYSON K 2838 KNOLLRIDGE DR NW 2838 KNOLLRIDGE DRNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 396 254610200 STANGLER JEFF 2791 HAWK RIDGE RDNW 2791 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 397 254610190 KRANICH NEIL JII 2793 HAWK RIDGE RDNW 2793 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 398 254610180 WONG MICHAEL 2795 HAWK RIDGE RDNW 2795 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 399 254610170 GRAF ANDREW 2797 HAWK RIDGE RDNW 2797 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 400 254610210 PRIOR LAKE CITY OF & CITY MANAGER 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 MILL 1,500.00$ 1,500.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 401 254610160 WIENER MICHAEL J 2799 HAWK RIDGE RDNW 2799 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 402 254610150 BRAY MARK J 2801 HAWK RIDGE RDNW 2801 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 403 254610140 FENSTERMACHER CHRISTIAN 2803 HAWK RIDGE RDNW 2803 HAWK RIDGE RD PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 404 254610130 CHEEVER SHANE L 2805 HAWK RIDGE RDNW 2805 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 405 254610120 SMITH RYAN CHARLES 2807 HAWK RIDGE RDNW 2807 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 406 254590420 SONNENBURG JOSHUA P 2831 HAWK RIDGE RDNW 2831 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 407 254590430 FRISTED TRAVIS G 2837 HAWK RIDGE RDNW 2837 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ Page 8 PRELIMINARY ASSESSMENT ROLL 2026-2027NORTHWOODROAD AREASTREET & UTILITY IMPROVEMENTS CITY OF PRIOR LAKE, MINNESOTA CITYPROJECTNO. 2026-01 BMI PROJECT NO. 24X.135829 DATE: JULY, 2025 Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes 408 254590440 GEE MICHAEL J 2845 HAWK RIDGE RDNW 2845 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 409 254590450 JESKE ERIC 2859 HAWK RIDGE RDNW 2859 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 410 254590460 FAHLER STEVEN 2867 HAWK RIDGE RDNW 2867 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 411 254590470 PARKER BRENNA L 2873 HAWK RIDGE RDNW 2873 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 412 254590480 JOHNSON JAMES 2895 HAWK RIDGE RDNW 2895 HAWK RIDGE RD NE PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 413 254590490 GUNNELL CHANCEY 16230 TAHINKA CT NW 16230 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 414 254590500 ENFIELD JESSICA 16242 TAHINKA CT NW 16242 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 415 254590510 ALDERMAN JASON J 16254 TAHINKA CT NW 16254 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 416 254590520 MEBRAHTU YEMANE 16268 TAHINKA CT NW 16268 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 417 254590530 SCHROBILGEN DESIREE 16280 TAHINKA CT NW 16280 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 418 254590540 CORDELL EVAN 16288 TAHINKA CT NW 16288 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 419 254590550 FRITZEN DANIEL F 16292 TAHINKA CT NW 16292 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 420 254590560 DAVIDSON ERIN & DAVIDSON JACOB 16296 TAHINKA CT NW 16296 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 421 254590570 CHAUHAN DILLON 16304 TAHINKA CT NW 16304 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 422 254590580 SCHELLER DAVID P 16310 TAHINKA CT NW 16310 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 423 254590590 ANDERSON TAD A 16318 TAHINKA CT NW 16318 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 424 254590600 MILLER RONNIE 16322 TAHINKA CT NW 16322 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 425 254590610 HAYNES CHRISTOPHER KENNETH 16325 TAHINKA CT NW 16325 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 426 254590620 LEHONG & DUNG CAO 16317 TAHINKA CT NW 16317 TAHINKA PL PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 427 254590630 KLAMM KENNETH A & ROCHELLE L 16303 TAHINKA CT NW 16303 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 428 254590640 WEIRICH ERICA 16291 TAHINKA CT NW 16291 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 429 254590650 BENNETT ROBERT 16285 TAHINKA CT NW 16285 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 430 254590660 HUANG LIANG 16281 TAHINKA CT NW 16281 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 431 254590670 NYSTROM MARK 16273 TAHINKA CT NW 16273 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 432 254590680 CARLSON BENJAMIN 16265 TAHINKA CT NW 16265 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 433 254590690 BEUC RANDON & BEUC SASHA 16257 TAHINKA CT NW 16257 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 434 254590700 GREGORY CORT 16241 TAHINKA CT NW 16241 TAHINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 435 254590710 VANN JOSHUA 16227 TAHINKA CT NW 16227 TAKINKA CTNW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 436 254590720 MEE THOMAS ARTHUR III 2965 HAWK RIDGE RDNW 2965 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 437 254590730 EDLUND JENNIFER K 2971 HAWK RIDGE RDNW 2971 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 438 254590740 ZAPPA SAMUEL 2983 HAWK RIDGE RDNW 2983 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$ 439 254590760 PRIOR LAKE,CITY OF & CITY MANAGER 2995 HAWK RIDGE RDNW 4646 DAKOTA STSE PRIOR LAKE, MN 55372 RECLAIM 5,500.00$ 5,500.00$ -$ NOASSESSMENT CALCULATION - NOT BUILDABLE 440 253600160 KATZMAREK GARY & NOU 3025 HAWK RIDGE RDNW 3025 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 441 253600150 BRUDEVOLD MELANIE A & ANDREW L 3037 HAWK RIDGE RDNW 3037 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 442 253600140 HAAGENSEN MICHAEL 3049 HAWK RIDGE RDNW 3049 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 443 253600130 LYNCH MARGARET MARY 3061 HAWK RIDGE RDNW 3061 HAWK RIDGE RD PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 444 253600120 HENNY CHRISTOPHER J 3058 VIEWCREST CIRNW 3058 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 445 253600110 MALLEY JASON J 3046 VIEWCREST CIRNW 3046 VIEWCREST CIR PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 446 253600100 HEGER DOUGLAS P & KALA L 3032 VIEWCREST CIRNW 3032 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 447 253600090 HOLTAN JAMES RJR & SHARI L 3029 VIEWCREST CIRNW 3029 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 448 253600080 STROMMEN ERLING P & NORMA J 3043 VIEWCREST CIRNW 3043 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ 449 253600070 MARCHESSAULT TOM 3057 VIEWCREST CIRNW 3057 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$ TOTAL ASSESSMENTS 3,063,500.00$ Page 9 Appendix D: Neighborhood Meetings Northwood Road Area Improvement Project MARCH 2025 OPEN HOUSE SUMMARY clients.bolton-menk.com/priorlakenorthwoodroad info@northwoodroadimprovements.com Parking Requests An open house was held on March 5, 2025 that introduced the project and shared and collected feedback on the proposed improvements. Informational materials and feedback opportunities were also available on the project website following the meeting. WHAT’S NEXT? The project team will carefully consider feedback received from the open house, interactive comment map, and other channels. They will then finalize the recommended design, incorporating valuable input from the community. In spring 2025, a public improvement hearing and another open house will be held to share the final design and address any remaining questions or concerns. WHAT WE HEARD Storm Drain and Drainage Issues Sanitary and Utility Concerns Special Events and Community Activities Speed Concerns Sidewalk and Pedestrian Safety Easements and Property Access Misc. Infrastructure Concerns STREET 30 ATTENDEES MILESTONE: Spring 2026 – Public Assessment Hearing MILESTONE: Fall 2025 – Open House #3 MILESTONE: Spring 2025 – Open House #2 MILESTONE: March 2025 – Open House #1 WE ARE HERE FALL 2024 – SPRING 2025 Survey Work, Preliminary Design, and Feasibility Study 2025 – 2026 Design 2026 –2027 Construction MILESTONE: Winter 2025 – 26 MILESTONE: Spring 2025 – Public Improvement Hearing Appendix E: Geotechnical Report GEOTECHNICAL REPORT NORTHWOOD ROAD AREA PRIOR LAKE, MINNESOTA May 21, 2025 Prepared for: City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 WSB PROJECT NO. 026583-000 GEOTECHNICAL REPORT Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 NORTHWOOD ROAD AREA FOR CITY OF PRIOR LAKE May 21, 2025 GEOTECHNICAL REPORT Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Mark W. Osborn, PE Date: May 21, 2025 Lic. No. 41362 54 0 G A T EW A Y BLV D BU RNS V ILLE M N 55 337 95 2 73 7 4660 WS B E N G C O M May 21, 2025 Mr. Nick Monserud, PE Public Works Director/ City Engineer City of Prior Lake 4646 Dakota Street SE Prior Lake, Minnesota 55372 Re: Geotechnical Report Northwood Road Area WSB Project No.: 026583-000 We have conducted a geotechnical subsurface exploration program for the above-mentioned project. This report contains our soil boring and core logs, an evaluation of the conditions encountered in the cores and borings and our recommendations for dewatering, subgrade improvements, underground utilities, pavement design, and other geotechnical related design and construction considerations. If you have questions concerning this report or our recommendations, or regarding construction material testing for this project, please call us at 952.737.4660. Sincerely, WSB Mark Osborn, PE Alex Wacek, EIT Senior Geotechnical Engineer Graduate Geotechnical Engineer Attachment: Geotechnical Report MWO/ams TABLE OF CONTENTS Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 TITLE SHEET CERTIFICATION SHEET LETTER OF TRANSMITTAL TABLE OF CONTENTS 1. INTRODUCTION ................................................................................................................................... 1 Project Location ......................................................................................................................... 1 Project Description .................................................................................................................... 1 Purpose and Project Scope of Services .................................................................................... 1 2. PROCEDURES ..................................................................................................................................... 2 2.1 Boring Layout and Soil Sampling Procedures ........................................................................... 2 2.2 Groundwater Measurements and Borehole Abandonment ....................................................... 2 2.3 Boring Log Procedures and Qualifications ................................................................................ 2 3. EXPLORATION RESULTS .................................................................................................................. 3 3.1 Site and Geology ....................................................................................................................... 3 3.2 Subsurface Soil and Groundwater Conditions .......................................................................... 3 3.3 Strength Characteristics ............................................................................................................ 6 3.4 Groundwater Conditions ............................................................................................................ 6 4. ENGINEERING ANALYSIS AND RECOMMENDATIONS .................................................................. 9 4.1 Discussion ................................................................................................................................. 9 4.2 Backfill and Fill Selection and Compaction ............................................................................... 9 4.3 Pavement Subgrade Preparation and Stability ....................................................................... 10 4.4 Pavement Area ........................................................................................................................ 10 4.5 Mill and Overlay ....................................................................................................................... 11 4.6 Utilities ..................................................................................................................................... 11 4.7 Dewatering............................................................................................................................... 12 4.8 Construction Considerations ................................................................................................... 12 4.9 Construction Safety ................................................................................................................. 12 4.10 Cold Weather Construction ..................................................................................................... 12 4.11 Field Observation and Testing................................................................................................. 12 4.12 Plan Review and Remarks ...................................................................................................... 13 5. STANDARD OF CARE ....................................................................................................................... 14 Appendix A Soil Boring Exhibit Logs of Test Borings Symbols and Terminology on Test Boring Log Notice to Report Users Boring Log Information Unified Soil Classification System (USCS) Coring Field Data Core Photo Log Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 1 1. INTRODUCTION Project Location The site resides on the west side of Upper Prior Lake in Prior Lake, Minnesota. The approximate soil boring locations can be found on the Soil Boring Exhibit in Appendix A. Project Description It is proposed to reconstruct portions of the following roadways: Island View Road Northwest, Island View Circle Northwest, Northwood Road Northwest, Knollridge Drive Northwest. Rehabilitation is planned for portions of the following roadways: Fremont Avenue Northwest, Island View Road Northwest, Crystal Circle Northwest, Fremont Circle Northwest, Fremont Street Northwest, Lake Bluff Circle Northwest, Shady Cove Point Northwest, Lake Haven Court Northwest, Hawk Ridge Road Northwest, Tahinka Place Northwest, Tahinka Court Northwest, Visionary Heights Circle Northwest, Knollridge Drive Northwest, Knollridge Court Northwest, Hawk Ridge Court Northwest. Reconstruction areas include improvements for storm, sanitary, and water utilities. We understand that the vertical and horizontal alignment of the roadway is proposed to remain similar to existing conditions. WSB has developed recommendations for this project in consideration of the proposed layout and configurations as understood at this time. When the designer develops additional information about final design or other significant factors, the recommendations presented herein may no longer apply. WSB should be made aware of the revised or additional information to evaluate the recommendations for continued applicability. Purpose and Project Scope of Services The City of Prior Lake authorized this scope of service. In order to assist the design team in preparing plans and specifications, we have developed recommendations for designing utilities and pavements. As such, we have completed a subsurface exploration program and prepared a geotechnical report for the referenced site. This stated purpose was a significant factor in determining the scope and level of service provided. Should the purpose of the report change the report immediately ceases to be valid and use of it without WSB’s prior review and written authorization should be at the user’s sole risk. Our authorized scope of work has been limited to: 1. Clearing underground utilities utilizing Gopher State One Call. 2. Mobilization / demobilization of a truck mounted drill rig. 3. Drilling 27 standard penetration borings to about 15-foot depths. 4. Core bituminous pavement at 22 locations and provide report containing: 5. Sealing the borings per Minnesota Department of Health procedures. 6. Perform soil classification and analysis. 7. Review of available project information and geologic data. 8. Providing this geotechnical report containing: a. Summary of our findings. b. Discussion of subsurface soil and groundwater conditions and how they may affect the proposed utilities and pavements. c. Estimated R-value of the soils. d. Recommended pavement section. e. A discussion of soils for use as structural fill and site fill. f. Provide data obtained from coring and include pictures of each core Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 2 2. PROCEDURES 2.1 Boring Layout and Soil Sampling Procedures WSB completed 27 standard penetration soil borings and 22 bituminous cores at the project site. WSB recommended the boring depths and selected the desired locations. Our field crew staked the borings using the supplied site plan. The approximate boring locations are shown on the Soil Boring Exhibit in Appendix A which is an aerial photo. We completed the borings between September 5 and September 13, 2024, with a truck-mounted CME-55 drill rig operated by a two-person crew. The drill crew advanced the borings using continuous hollow stem augers. The drilling information is provided on the boring logs. Cores through the pavements were taken in mid-November. Generally, the drill crew sampled the soil in advance of the auger tip at two and one-half (2 ½) foot intervals to a depth of about 15-feet. The soil samples were obtained using a split-barrel sampler which was driven into the ground during standard penetration tests in accordance with ASTM D 1586, Standard Method of Penetration Test and Split-Barrel Sampling of Soils. The materials encountered were described on field logs and representative samples were containerized and transported to our laboratory for further observation and testing. The samples were visually observed to estimate the distribution of grain sizes, plasticity, consistency, moisture condition, color, presence of lenses and seams, and apparent geologic origin. We classified the soils according to type using the Unified Soil Classification System (USCS). A chart describing the USCS is included in Appendix A. The bituminous core drilling was conducted with a truck mounted core drill utilizing a 4” diameter core barrel. The bituminous cores were labeled, photographed and retained for further review at the laboratory. After extracting the bituminous core, an auger was used to measure aggregate base thickness, and the underlying subgrade was sampled and visually identified. During coring operations, the field crew also noted the conditions witnessed in the field including surface distresses and drainage conditions. A spreadsheet containing this information is included in Appendix A. 2.2 Groundwater Measurements and Borehole Abandonment The drill crew observed the borings for free groundwater while drilling and after completion of the borings. These observations and measurements are noted on the boring logs. The crew then backfilled the borings to comply with Minnesota Department of Health regulations. 2.3 Boring Log Procedures and Qualifications The subsurface conditions encountered by the borings are illustrated on the Logs of Test Borings in Appendix A. Similar soils were grouped into the strata shown on the boring logs, and the appropriate estimated USCS classification symbols were also added. The depths and thickness of the subsurface strata indicated on the boring logs were estimated from the drilling results. The transition between materials (horizontal and vertical) is approximate and is usually far more gradual than shown. Information on actual subsurface conditions exists only at the specific locations indicated and is relevant only to the time the exploration was performed. Subsurface conditions and groundwater levels at other locations may differ from conditions found at the indicated locations. The nature and extent of these conditions would not become evident until exposed by construction excavation. These stratification lines were used for our analytical purposes and due to the aforementioned limitations, should not be used as a basis of design or construction cost estimates. Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 3 3. EXPLORATION RESULTS 3.1 Site and Geology The borings were drilled directly in the roadway. Boring elevations ranged from about 908.5 to 980.0 feet. Geologic origins can be difficult to determine solely from boring samples. We referenced online geologic data of the area and used our experience to help determine geologic origin of the soils, however only a detailed geologic exploration would accurately determine the geologic history of the site. The Scott County Geologic Atlas indicates the surficial geology of the area is mostly glacial deposits, consisting of unsorted mixtures of sand, silt, and clays with scattered cobbles. 3.2 Subsurface Soil and Groundwater Conditions The boring profile generally consisted of a pavement section overlying fill and glacial deposits. Pavement Section The bituminous pavement section encountered in the borings ranged between a minimum of 4 inches and a maximum of 8 inches with an average of approximately 5.7 inches. The bituminous overlaid an aggregate base that ranged in thickness from a minimum of 4 inches to a maximum of 10 inches with an average of approximately 6.4 inches. With the exception of Borings B-10 and B-14, the aggregate base material consisted of crushed limestone. The aggregate base material in Borings B-10 and B-14 appeared to be clayey sand with gravel and reclaimed bituminous, respectively. Fills The fills encountered in the borings generally consisted of clayey sands and sands that were about 1 – 7 feet in thickness where encountered. Organics The organic soils encountered in the borings were dark brown and dark gray in color and ranged from 3 to 5 feet in thickness. Three organic content tests were performed and the results ranged from 3 – 7% organic material in the samples. According to the MnDOT Geotechnical Manual, 2 – 5% Organic Content is classified as Slightly Organic, 6 – 10% Organic Content is classified as Organic. Glacial The glacial deposits encountered in the borings consisted of clayey sands, lean clays, sands, silts, and silty sands. The clayey sands were light to dark brown, olive-brown, and various shades of gray in color and were moist to wet. The lean clays were light brown to brown, and various shades of gray in color and were moist to wet. The sands were light brown to brown, and various shades of gray in color and were moist to waterbearing. The silts were gray in color and were moist. The silty sands were light brown in color and were moist. Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 4 Boring Profiles Table 1 below presents the existing roadway pavement section and subgrade profiles. Table 1: Existing Profiles Boring No. Bituminous Thickness inches) Aggregate Base Thickness inches) Subgrade Soils Upper 4 feet) B-1 5.5 7 Clayey Sand B-2 7 7 Clayey Sand, Clayey Sand B-3 6 10 Clayey Sand B-4 4 8 Clayey Sand, Sandy Lean Clay B-5 7 7 Clayey Sand B-6 6 6 Clayey Sand (fill) B-7 7.5 6.5 Clayey Sand (fill), Clayey Sand (fill) B-8 8 7 Clayey Sand, Clayey Sand B-9 6 6 Clayey Sand (fill) B-10 5 5 Clayey Sand (fill), Clayey Sand (fill) B-11 4.5 4.5 Clayey Sand (fill), Clayey Sand B-12 4.5 4 Clayey Sand (fill), Clayey Sand B-13 5 7 Clayey Sand (fill), Clayey Sand B-14 6 8 Clayey Sand (fill), Clayey Sand with Silt B-15 5.5 6.5 Clayey Sand (fill), Clayey Sand B-16 4.5 4 Sand (fill), Clayey Sand (fill) B-17 5 4.5 Clayey Sand B-18 5 3 Clayey Sand (fill), Sandy Lean Clay B-19 5 5 Clayey Sand B-20 5 8 Clayey Sand (fill), Clayey Sand B-21 6 5 Clayey Sand (fill), Clayey Sand (fill) B-22 6 4 Clayey Sand (fill), Sandy Lean Clay B-23 6 7 Clayey Sand (fill), Organic Clayey Sand (fill) B-24 5 5 Clayey Sand B-25 5.5 8.5 Clayey Sand (fill), Slightly Organic Clayey Sand B-26 6 10 Clayey Sand (fill), Clayey Sand (fill) B-27 7 8 Clayey Sand (fill), Clayey Sand (fill) Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 5 Table 2 below presents the existing pavement section and subgrade soils that were encountered during coring operations. Please note that the table below is simplified, and a more detailed version is available in the appendix. Table 2: Existing Core Profiles Core ID Location Bituminous Thickness inches) Aggregate Base Thickness inches) Subgrade Soils Upper 4 feet) C-1 Fremont Ave NW 5.25 6 Clayey Sand C-2 Island View Rd NW 5.5 12+ Did not reach apparent stratum C-3 Fremont Ave NW 5.5 7.5 Clayey Sand C-4 Crystal Circle NW 4.25 9.5 Clayey Sand C-5 Fremont Ave NW 4 6 Sand C-6 Fremont Circle NW 5.5 6 Clayey Sand C-7 Fremont Street NW 4 6 Clayey Sand C-8 Fremont Ave NW 4.5 8.5 Clayey Sand C-9 Lake Bluff Circle NW 5 7 Sand C-10 Shady Cove Point NW 4.5 9 Sand C-11 Lake Haven Ct NW 5 8 Sand C-12 Viewcrest Circle NW 4.5 5.5 Sand C-13 Knollridge Dr NW 3.5 8.5 Sand C-14 Hawk Ridge Ct NW 4 4 Sand C-15 Knollridge Ct NW 4.25 6 Sand C-16 Hawk Ridge Rd NW 4.5 5 Sand C-17 Hawk Ridge Rd NW 4.5 5 Sand C-18 Visionary Heights Cir NW 3.5 6 Sand C-19 Tahinka Ct NW 4 6 Sand C-20 Hawk Ridge Rd NW 4 5.5 Sand C-21 Tahinka Pl NW 4 6 Sand C-22 Tahinka Pl NW 3.5 4 Sand Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 6 3.3 Strength Characteristics The penetration resistance N-values of the materials encountered were recorded during drilling and are indicated as blows per foot (BPF). Those values provide an indication of soil strength characteristics and are located on the boring log sheets. Also, visual-manual classification techniques and apparent moisture contents were also utilized to make an engineering judgment of the consistency of the materials. Table 3 presents a summary of the penetration resistances (N-value which are indicated by Blows Per Foot BPF) in the soils for the borings completed and remarks regarding the material strengths of the soils. Table 3: Penetration Resistances Soil Type Classification Penetration Resistances Remarks Fill SP, SC 4 – 12 BPF Very loose to loose Glacial (cohesionless) SP, SP-SC, SC, SM, ML 4 – 31 BPF Very loose to dense Glacial (cohesive) CL 3 – 10 BPF Very soft to firm The preceding is a generalized description of soil conditions at this site. Variations from the generalized profile exist and should be assessed from the boring logs, the normal geologic character of the deposits, and the soils uncovered during site excavation. 3.4 Groundwater Conditions WSB took groundwater level readings in the exploratory borings, reviewed the data obtained, and discussed its interpretation of the data in the text of the report. Note that groundwater levels may fluctuate due to seasonal variations (e.g. precipitation, snowmelt and rainfall) and/or other factors not evident at the time of measurement. Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 7 Table 4 below is a summary of the estimated water levels at our borings. Table 4: Groundwater Measurements Boring No. Ground Surface Elevation Estimated Depth to Groundwater Estimated Depth of Gray Colored Soils Estimated Groundwater Elevation B-1 929.5 n/a n/a Below 914.5 B-2 925.5 n/a 12 Below 910.5 B-3 911.0 7 4 904.0 B-4 917.0 n/a 9 Below 902.5 B-5 911.0 8 4 903.0 B-6 942.0 n/a n/a Below 927.5 B-7 917.0 n/a 9 Below 902.5 B-8 920.0 n/a 2 Below 905.5 B-9 921.5 n/a n/a Below 906.5 B-10 916.5 n/a 6.5 Below 902.5 B-11 946.0 n/a n/a Below 931.5 B-12 968.0 n/a n/a Below 953.5 B-13 980.0 n/a n/a Below 965.5 B-14 976.5 n/a n/a Below 962.5 B-15 957.0 n/a n/a Below 942.5 B-16 960.5 n/a n/a Below 945.5 B-17 949.5 n/a n/a Below 934.5 B-18 937.0 n/a 6.5 Below 922.5 B-19 923.0 n/a 7 Below 908.5 B-20 908.5 n/a 2.5 Below 893.5 B-21 912.5 n/a 7 Below 898.5 B-22 937.0 n/a n/a Below 912.5 B-23 919.0 n/a 5.5 Below 904.5 B-24 914.5 13.5 5 901.0 B-25 920.5 n/a 8 Below 905.5 B-26 913.5 n/a 4.5 Below 899.5 B-27 921.5 13 9 908.5 n/a – indicates ground water was not encountered. Elevations are rounded to the highest ½ foot. Gray colored soils were encountered in Borings B-2, B-3, B-4, B-5, B-7, B-8, B-10, B-15, B-18, B-19, B- 20, B-21, B-23, B-24, B-25, B-26, and B-27. Gray colored soils can be an indication of long-term saturation conditions and could show potential groundwater elevations. The shallow groundwater could Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 8 present an issue to excavations and placement of foundations and for utility installation. It is our opinion that wet soils, waterbearing sand lenses, and perched groundwater could be encountered at this site and could affect construction of foundations and utilities. Upper Prior Lake is adjacent to the project. According to online data from the Minnesota Department of Natural Resources, Upper Prior Lake has an ordinary high-water level of 889 feet. The bore holes were only left open for a short period of time, and groundwater levels may not have stabilized. It should be noted that groundwater readings are difficult to obtain in cohesive soils such as the lean clays indicated in the boring logs. These soils have a low permeability and take a long period of time to obtain groundwater readings in. If more accurate subsurface water levels are needed, we recommend piezometers be installed to determine the groundwater level over several months. Monitoring groundwater table elevation could occur up to the time of construction. This work was outside our scope of services. Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 9 4. ENGINEERING ANALYSIS AND RECOMMENDATIONS 4.1 Discussion Organic soils and vegetated root zones are not suitable for structural support, and should be removed from the roadway and construction areas. Many of the soils encountered were wet. Wet soils encountered in our borings will likely be wet when excavated and require significant drying prior to reuse as structural backfill and fill. Drying of wet clayey soils is generally accomplished via discing and drying which requires time and an area to place and spread the wet soils. Considering utility trenches typically need to be backfilled shortly after placing the utilities, time is a factor and many project sites do not plan an area for drying or have the room to spread the soils. In addition, construction during wet and cooler times of the year will inhibit the effectiveness of this method. In such conditions excavation and replacement of wet soils or chemical stabilization/drying such as the use of lime may be considered. We suggest the contractors bidding on the work have a soil moisture conditioning plan to allow for reuse of as much onsite soils as possible and to reduce import of sand. A cost for removal and replacement of wet clays should also be provided. No information was provided to us regarding density tests or excavation observations for the existing fills encountered at the boring locations. Generally, fills that are not documented are recommended for removal and replacement with an engineered fill. Construction on existing fills has a higher risk of differential settlement. The best option would be complete removal of the existing fill materials, and replacement with engineered fill. However, as many of these fills were placed within the existing roadway and have been in-place and subjected to roadway traffic for years, it is our opinion that the risk of additional settlement is low for any clay or sandy fills. The City would have to approve of the risks involved with constructing upon existing clay and sand fills, however this report has provided recommendations to minimize this risk. Organic materials within the upper 4 feet of the pavement section would still be considered higher risk and require removal. Based on the results of our borings, the glacially deposited soils generally appear capable of supporting the utilities and roadway. General It is our opinion that groundwater could be encountered by excavations at this site and could affect construction of utilities. It is possible that groundwater levels could rise above the planned elevation of proposed utilities. Consideration should be given to adjusting the elevation of the proposed utilities to account for fluctuations in groundwater. Generally, the soils in the upper 4 feet of the subgrade influence pavement performance the most. The soils within the pavement subgrade consist of clayey soils, which are frost susceptible soils. Consideration should be given to partially subcutting these soils and replacing with a non-frost susceptible granular fill to reduce the potential frost heave below the pavement section. 4.2 Backfill and Fill Selection and Compaction The on-site non-organic soils may be reused as backfill and fill provided they are moisture conditioned and can be compacted to their specified densities. Wet soils that are excavated would need to be dried before reused as an engineered fill. We recommend use of a minimum of 2 feet of clean coarse sand with less than 50 percent passing the #40 sieve and less than 5 percent passing the #200 sieve when backfilling the bottom of a wet excavation. Gravel or cobbles larger than 2 inches in diameter should not be placed within 2 feet of grading grade or utilities. We recommend that clayey soils be moisture conditioned to within +/-2 percent of the optimum moisture content as determined from their standard Proctor tests (ASTM D-698). Granular fills should be Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 10 moisture conditioned to between -4% and +2% of the optimum moisture content. Fill should be spread in lifts of 6 inches, depending on the size and type of compaction equipment used. Table 5 provides the recommended compaction levels. Table 5: Recommended Level of Compaction for Backfill and Fill Area Percent of Standard Proctor Maximum Dry Density Pavement: Within 3 feet of bottom of aggregate base 100 Pavement: Greater than 3 feet below aggregate base 95 Utility Trench and Utility Structure Backfill 100 Landscaping (non-structural) 90 4.3 Pavement Subgrade Preparation and Stability We recommend excavation of organics below the pavement areas. The soils at the bottom of the excavation should be prepared in accordance with MnDOT Specification 2112, Subgrade Preparation. Before placement of the sand subbase, the final subgrade should have proper stability within three vertical feet of grading grade (grade which contacts the bottom of the aggregate base). This will generally be achieved in fill areas with proper compaction of embankment materials and in cut areas through proper subgrade preparation. The stability of the pavement subgrade should be evaluated prior to placement of the sand subbase using the test roll procedure (MnDOT 2111), except a fully loaded tandem axle dump truck or a full water truck should be utilized for the test roll. If unstable soils are found under the test roll, these soils should be improved by means of scarification, moisture conditioning, and re-compaction, or by subcutting and replacement. 4.4 Pavement Area Once the site has been prepared as recommended, we anticipate the prepared subgrade soils will consist mostly of clayey sands, sands, and lean clays. Based on the MnDOT Flexible Pavement Guide from 2020, the R-values of the subgrade soils would range between 10 and 70. We used a design R-value of 18 for the roadway. We used historical traffic data from the MnDOT Traffic Mapping Application to determine the estimated Equivalent Single Axle Loads (ESAL’s) for roadway design to be approximately 91,000. Our design is based on a standard twenty (20) year design life of the urban pavement section and a 10-ton road design. Based on MnDOT’s FlexPave excel design utilizing granular equivalent charts, we recommend the granular equivalent be a minimum of 13.44. The City of Prior Lake has a standard minimum pavement section that is shown in Table 6 below. This pavement section meets or exceeds the minimum requirements and the additional select granular will provide additional resistance to frost heave. Table 6: Recommended Flexible Pavement Section Section Thickness (inches) Granular Equivalent Bituminous Course, MnDOT 2360 SPWEA340C 4 9 Aggregate Base, MnDOT 3138 (Class 5) 6 6 Select Granular, MnDOT 3149.2.B.2 12 6 Geotextile Fabric, MnDOT 3733.1, Type 9 Yes - Subgrade Preparation, MnDOT 2112 Yes - TOTAL - 21 Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 11 Aggregate base placement for pavement support should meet the gradation and quality requirements for Class 5 per MnDOT specification 3138. Aggregate base material should be compacted to 100 percent of its standard Proctor maximum dry density, or alternatively Penetration Index Method in accordance with MnDOT 2211. Within several years after initial paving, some thermal shrinkage cracks will develop. We recommend routine maintenance be performed to improve pavement performance and increase pavement life. Pavement should be sealed with a liquid bitumen sealer to retard water intrusion into the base course and subgrade. Localized patch failures may also develop where trucks or buses turn on the pavement. When these occur, they should be cut out and patch repaired. The pavement sections above provide options to meet the ESAL requirements. Other pavement design options would be acceptable as well as long as they meet the minimum requirements for bituminous thickness, aggregate base thickness, and can meet the ESAL requirements. Drainage of the sand subbase is recommended. Drainage of the sand subbase may be accomplished by daylighting to adjacent ditches or the use of drain tile. Drain tile wrapped in a sock should be placed at the base of the sand subbase and tied into catch basins. Drainage of the non-frost susceptible subgrade soils is important to ensure the area does not have a bathtub” effect of holding water, which can lead to excess frost heaving and deteriorating subgrade conditions. 4.5 Mill and Overlay We understand The City is looking for alternate street rehabilitation techniques in lieu of full reconstruction. WSB has reviewed the data obtained and considered mill and overlay as a potential rehabilitation technique. A mill and overlay operation includes removing a specified portion of the existing bituminous pavement using a large milling machine. A Texas underseal could be placed to overlay the existing pavement to provide an impervious membrane to stop the instruction of moisture. The surface is then swept clean and repaired with bituminous patching before a new bituminous asphalt layer is placed. WSB noted three conditions that may limit the life expectancy of this option. The conditions include thin bituminous pavement areas, high fines content in existing aggregate base, and many of the cores exhibited raveling in the base course of asphalt. We also noted various transverse, longitudinal, and alligator cracking and a mill and overlay would not remove the risk of these cracks reflecting through the upper layers. Options of using a “forta-fi fiber” bituminous section may reduce or delay the onset of reflective cracking from occurring. We noted some raveling in the cores; however, it was mostly contained within the base course. It is our opinion that performing a mill and overlay will provide a benefit and extend the life of the roadway. 4.6 Utilities Invert elevations for the storm utilities are anticipated to be within 5 feet of existing grades, and invert elevations for the watermain and sanitary sewer are anticipated to be between 8 and 12 feet below grade. Based on the borings, the subgrade soils for the utilities will consist chiefly of clayey sands, sands, lean clays, silty sands, and silts. Underground utilities are expected to be installed by backhoes completing the excavations and placing fills. Soil compactors should be used to compact the backfilled material in even lifts to their specified densities. The soils encountered would generally be considered corrosive to metal pipes. Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 12 The borings encountered clayey soils, which are considered somewhat corrosive to metallic pipes. Where such soils exist along the alignment, we recommend mitigation measures to help reduce corrosion potential. A common option would be to utilize a granular bedding around the pipe. Another option would be for polyethylene encasement for the metal pipes in highly corrosive soils. Trench backfill above this point may consist of the non-organic excavated soils once moisture conditioned as recommended. 4.7 Dewatering Wet and saturated soils were encountered in the borings at shallow excavations. Groundwater could enter the excavations. Dewatering can likely be accomplished with sumps and pumps placed at low points in the utility trenches. 4.8 Construction Considerations Good surface drainage should be maintained throughout the work so that the site is not vulnerable to ponding during or after a rainfall. If water enters the excavations, it should be promptly removed prior to further construction activities. Under no circumstances should fill or concrete be placed into standing water. Soil corrections at this site for pavement subgrades may not be continuous. We recommend tapering the fills back to native soils at a ten to one (10H:1V) slope. 4.9 Construction Safety All excavations should comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P Excavations and Trenches”. This document states that excavation safety is the responsibility of the contractor. Reference to this OSHA requirement should be included in the job specifications. The responsibility to provide safe working conditions on this site, for earthwork, building construction, or any associated operations is solely that of the contractor. This responsibility is not borne in any manner by WSB. 4.10 Cold Weather Construction It is our understanding that construction is unlikely to occur during the winter months. However, if the construction does continue into the winter months we recommend the following guidelines. Roadbeds should not be constructed during periods when the material freezes while being placed and compacted, nor should material be placed on soil that is frozen to a depth greater than 4 inches. When the soils are frozen to a depth exceeding 4 inches, at a time when weather conditions are such that construction could be continued without the material freezing as it is being placed and compacted, the contractor may be permitted to excavate the frozen soil and proceed with the construction for so long as the weather permits. The frozen soils should be pulverized or replaced with other suitable soils. Only unfrozen materials should be used. Placement of fill and/or foundation concrete should not be permitted on frozen soil, and the bearing soils under footings or under the floor slab should not be allowed to freeze after concrete is placed, because excessive post-construction settlement could occur as the frozen soils thaw. 4.11 Field Observation and Testing The soil conditions illustrated on the Logs of Test Borings in Appendix A are indicative of the conditions only at the boring locations. For this reason, we recommend that excavations at this site be observed by a soil engineer or technician prior to fill or backfill placement or construction of foundation elements to determine if the soils are capable of supporting the fill backfill and/or foundation loads. These observations are recommended to judge if the unsuitable materials have been removed from within the planned construction area and an appropriate degree of lateral oversize has been provided. Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 13 WSB also recommends a representative number of field density tests be taken in engineered fill and backfill placed to aid in judging its suitability. Fill placement and compaction should be monitored and tested to determine that the resulting fill and backfill conforms to specified density, strength or compressibility requirements. We recommend at least one compaction test for every 150 feet of utility trench at a vertical interval of two (2) feet. Prior to use, proposed fill and backfill material should be submitted to the WSB laboratory for testing to verify compliance with recommendations and project specifications. Dynamic Cone Penetrometer (DCP) tests can be completed on the aggregate base in lieu of density testing. We recommend following MnDOT Specification 2211.3.D.2.c. WSB would be pleased to provide the advised field observation, monitoring and testing services during construction. 4.12 Plan Review and Remarks The observations, recommendations and conclusions described in this report are based primarily on information provided to WSB, obtained from our subsurface exploration, our experience, several assumptions and the scopes of service developed for this project and are for the sole use of our client. We recommend that WSB be retained to perform a review of final design drawing and specifications to evaluate that the geotechnical engineering report has not been misinterpreted. Should there be changes in the design or location of the structures related to this project or if there are uncertainties in the report we should be notified. We would be pleased to review project changes and modify the recommendations in this report or provide clarification in writing. The entire report should be kept together; for example, boring logs should not be removed and placed in the specifications separately. The boring logs and related information included in this report are indicators of the subsurface conditions only at the specific locations indicated on the Soil Boring Exhibit and times noted on the Logs of Test Boring sheets in Appendix A. The subsurface conditions, including groundwater levels, at other locations on the site may differ significantly from conditions that existed at the time of sampling and at the boring locations. The test borings were completed by WSB solely to obtain indications of subsurface conditions as part of a geotechnical exploration program. No services were performed to evaluate subsurface environmental conditions. WSB has not performed observations, investigations, explorations, studies or testing that are not specifically listed in the scope of service. WSB should not be liable for failing to discover any condition whose discovery required the performance of services not authorized by the Agreement. Geotechnical Report Northwood Road Area City of Prior Lake WSB Project No. 026583-000 Page 14 5. STANDARD OF CARE The recommendations and opinions contained in this report are based on our professional judgment. The soil testing and geotechnical engineering services performed for this project have been performed with the level of skill and diligence ordinarily exercised by reputable members of the same profession under similar circumstances, at the same time and in the same or a similar locale. No warranty, either expressed or implied, is made. Geotechnical Report Appendix A Northwood Road Area City of Prior Lake WSB Project No. 026583-000 APPENDIX A Soil Borings Exhibit Logs of Test Borings Symbols and Terminology on Test Boring Log Notice to Report Users Boring Log Information Unified Soil Classification Sheet (USCS) Coring Field Data Core Photo Log C-1 C-2C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 B-1 B-2 B-3 B-4 B-5 B-6 B-7B-8B-9 B-10B-11 B-12 B-13 B-14 B-15B-16 B-17 B-18 B-19 B-20 B-21 B-22 B-23 B-24 B-25 B-26 B-27 Docu m ent P at h M 026 583 000 GI S Maps Ge ot ech Soil Borin g 0 265 83 8 5x11 la ndsca peb order D at e S aved 5 22 2 025 1 inch = 1,050 feet 0 1,050FeetNorthwoodRoadArea Prior Lake, MN Soil Boring Exhibit Soil Boring 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Glacial Till 7 8 8 7 8 SC 11 17 18 20 47 5.5" BITUMINOUS 7" CRUSHED LIMESTONE CLAYEY SAND, fine to coarse grained, brown, moist, loose End of Boring 14.5ft. N-Value Plot 60 12 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13814.59:00am9/05/2024 Boring Moved 8' East START: 9/05/2024 END: 9/05/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-1 PAGE 1 OF1SURFACEELEVATION: 929.4ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 928 927 926 925 924 923 922 921 920 919 918 917 916 915 ELEV. ft) 928 927 926 925 924 923 922 921 920 919 918 917 916 915 DESCRIPTION OF MATERIAL 7 8 8 7 8 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Glacial Till 8 8 7 8 11 SC SC SC 13 13 18 15 46 7" BITUMINOUS 7" CRUSHED LIMESTONE CLAYEY SAND, fine to medium grained, brown, moist, loose CLAYEY SAND, fine to coarse grained, brown, moist, loose CLAYEY SAND, fine to coarse grained, gray to brown, moist, medium dense End of Boring 14.5ft. N-Value Plot 7.50 15 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13814.510:00am9/05/2024 Boring Moved 8' West START: 9/05/2024 END: 9/05/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-2 PAGE 1 OF1SURFACEELEVATION: 925.345ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 924 923 922 921 920 919 918 917 916 915 914 913 912 911 ELEV. ft) 924 923 922 921 920 919 918 917 916 915 914 913 912 911 DESCRIPTION OF MATERIAL 8 8 7 8 11 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Glacial Till 7 4 4 7 8 SC SC SC SC 16 17 17 16 43 6" BITUMINOUS 10" CRUSHED LIMESTONE CLAYEY SAND, fine to coarse grained, brown, moist to wet, loose CLAYEY SAND, fine to coarse grained, brown with gray, wet, veryloose CLAYEY SAND, fine to coarse grained, brown, wet, loose CLAYEY SAND, fine to medium grained, gray, moist, loose End of Boring 14.5ft. N-Value Plot 60 12 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131014.511:00 am 11:45 am 9/05/2024 9/05/2024 START: 9/05/2024 END: 9/05/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: 7.0 8.0 904.217 903.217 PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-3 PAGE 1 OF1SURFACEELEVATION: 911.217ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 910 909 908 907 906 905 904 903 902 901 900 899 898 897 ELEV. ft) 910 909 908 907 906 905 904 903 902 901 900 899 898 897 DESCRIPTION OF MATERIAL 7 4 4 7 8 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Glacial Till 7 8 10 10 9 SC CL SC SC 9 15 17 19 60 4" BITUMINOUS 8" CRUSHED LIMESTONE CLAYEY SAND, fine to medium grained, brown, moist SANDY LEAN CLAY, light brown, moist, soft to firm CLAYEY SAND, fine to medium grained, grayish brown, loose CLAYEY SAND, fine to coarse grained, brown, moist, loose Lens of sand at13.5'] End of Boring 14.5ft. N-Value Plot 70 14 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131114.512:00pm9/05/2024 START: 9/05/2024 END: 9/05/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-4 PAGE 1 OF1SURFACEELEVATION: 916.768ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 916 915 914 913 912 911 910 909 908 907 906 905 904 903 ELEV. ft) 916 915 914 913 912 911 910 909 908 907 906 905 904 903 DESCRIPTION OF MATERIAL 7 8 10 10 9 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Glacial Till 6 14 10 6 10 SC SC SP-SC SC 13 13 18 7" BITUMINOUS 7" CRUSHED LIMESTONE CLAYEY SAND, fine to medium grained, brown, moist, loose CLAYEY SAND, fine to coarse grained, grayish brown, moist, medium dense SAND WITH CLAY, fine tomedium grained, brown, moist, loose CLAYEY SAND, fine to coarse grained, grayish brown, wet, loose End of Boring 14.5ft. N-Value Plot 90 18 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13814.51:00pm9/05/2024 START: 9/05/2024 END: 9/05/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: 8.0 903.205 PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-5 PAGE 1 OF1SURFACEELEVATION: 911.205ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 910 909 908 907 906 905 904 903 902 901 900 899 898 897 ELEV. ft) 910 909 908 907 906 905 904 903 902 901 900 899 898 897 DESCRIPTION OF MATERIAL 6 14 10 6 10 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 6 7 11 10 17 SC SC 13 16 17 13 45 6" BITUMINOUS 6" CRUSHED LIMESTONE CLAYEY SAND, moist, brown CLAYEY SAND, fine to coarse grained, light brown, wet, loose tomedium dense Lens of sand between 7.5 and 8.5 feet] CLAYEY SAND, fine to coarse grained, brown, moist, medium dense End of Boring 14.5ft. N-Value Plot 10.50 21 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131014.59:00am9/09/2024 START: 9/05/2024 END: 9/05/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-6 PAGE 1 OF1SURFACEELEVATION: 942.206ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 941 940 939 938 937 936 935 934 933 932 931 930 929 928 ELEV. ft) 941 940 939 938 937 936 935 934 933 932 931 930 929 928 DESCRIPTION OF MATERIAL 6 7 11 10 17 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till Glacial Outwash Glacial Till 7 8 10 8 26 SC SP ML SC 12 12 15 22 9 7.5" BITUMINOUS 6.5" CRUSHED LIMESTONE CLAYEY SAND, brown, moist CLAYEY SAND, brown and olive, moist CLAYEY SAND WITH LITTLE GRAVEL, fine to medium grained, brown, moist, loose SAND, fine grained, gray and light brown, moist, loose Lens of silt between 7.5 and 8.5 feet] SILT WITH CLAY, gray, moist, loose CLAYEY SAND, fine to coarse grained, brown with grayish brown, moist, medium dense End of Boring 14.5ft. N-Value Plot 150 30 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131014.52:00pm9/05/2024 START: 9/05/2024 END: 9/05/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-7 PAGE 1 OF1SURFACEELEVATION: 917.182ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 916 915 914 913 912 911 910 909 908 907 906 905 904 903 ELEV. ft) 916 915 914 913 912 911 910 909 908 907 906 905 904 903 DESCRIPTION OF MATERIAL 7 8 10 8 26 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Glacial Till Glacial Outwash 4 7 12 10 10 SC SC CL SC SC SP 17 18 15 13 58 8" BITUMINOUS 7" CRUSHED LIMESTONE CLAYEY SAND, fine to medium grained, brown, moist CLAYEY SAND, fine to medium grained, grayish brown, very loose SANDY LEAN CLAY, brown, wet, soft CLAYEY SAND, fine to medium grained, brown, moist, medium dense CLAYEY SAND WITH SILT, fine grained, brown with gray and reddish brown, moist, loose SAND WITH LITTLE GRAVEL, fine to medium grained, light grayish brown, moist, loose End of Boring 14.5ft. N-Value Plot 80 16 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131114.510:00am9/09/2024 START: 9/09/2024 END: 9/09/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-8 PAGE 1 OF1SURFACEELEVATION: 920.118ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 919 918 917 916 915 914 913 912 911 910 909 908 907 906 ELEV. ft) 919 918 917 916 915 914 913 912 911 910 909 908 907 906 DESCRIPTION OF MATERIAL 4 7 12 10 10 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 5 4 11 13 15 SC 11 10 14 15 48 6" BITUMINOUS 6" CRUSHED LIMESTONE CLAYEY SAND WITH LITTLE GRAVEL, brown, moist CLAYEY SAND, fine to coarse grained, brown with reddish brown, moist, medium dense End of Boring 14.5ft. N-Value Plot 9.50 19 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13 10.514.511:00am9/09/2024 Boring Moved 5' South START: 9/09/2024 END: 9/09/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-9 PAGE 1 OF1SURFACEELEVATION: 921.366ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 920 919 918 917 916 915 914 913 912 911 910 909 908 907 ELEV. ft) 920 919 918 917 916 915 914 913 912 911 910 909 908 907 DESCRIPTION OF MATERIAL 5 4 11 13 15 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 7 5 5 5 6 SC CL SC SC 14 20 18 16 18 57 5" BITUMINOUS 5" CLAYEY SAND WITH GRAVEL, brown, moist CLAYEY SAND, grayish brown, moist CLAYEY SAND, grayish brown and gray, moist CLAYEY SAND, fine to medium grained, olive brown and reddish brown, wet, loose SANDY LEAN CLAY, gray, wet, soft CLAYEY SAND, fine to coarse grained, gray, wet, loose CLAYEY SAND, fine to coarse grained, brown, wet, loose End of Boring 14.5ft. N-Value Plot 5.50 11 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131114.512:00pm9/09/2024 Boring Moved 5' North START: 9/09/2024 END: 9/09/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-10 PAGE 1 OF1SURFACEELEVATION: 916.626ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 916 915 914 913 912 911 910 909 908 907 906 905 904 903 ELEV. ft) 916 915 914 913 912 911 910 909 908 907 906 905 904 903 DESCRIPTION OF MATERIAL 7 5 5 5 6 3.25" HSA 0' - 14.5' 1 2 3 4 5 6* HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 6 9 10 12 31 SC SC 15 14 14 14 49 4.5" BITUMINOUS 4.5" CRUSHED LIMESTONE CLAYEY SAND, brown, moist CLAYEY SAND, fine to coarse grained, light brown with reddish brown, moist, loose CLAYEY SAND, fine to coarse grained, light brown with reddish brown, moist, medium dense to dense End of Boring 14.5ft. N-Value Plot 17.50 35 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131214.51:00pm9/09/2024 Pushed Rock START: 9/09/2024 END: 9/09/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-11 PAGE 1 OF1SURFACEELEVATION: 946.066ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 945 944 943 942 941 940 939 938 937 936 935 934 933 932 ELEV. ft) 945 944 943 942 941 940 939 938 937 936 935 934 933 932 DESCRIPTION OF MATERIAL 6 9 10 12 31 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 6 9 9 14 15 SC SM SP-SC 16 15 11 30 4.5" BITUMINOUS 4" CRUSHED LIMESTONE CLAYEY SAND WITH GRAVEL, dark brown, moist CLAYEY SAND, fine to medium grained, brown, wet loose Lens of sand between 7 and 8.5feet] SILTY SAND, fine grained, light brown, moist, medium dense SAND WITH CLAY, fine tocoarse grained, brown, moist, medium dense End of Boring 14.5ft. N-Value Plot 9.50 19 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131114.510:00am9/10/2024 START: 9/10/2024 END: 9/10/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-12 PAGE 1 OF1SURFACEELEVATION: 968.096ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 967 966 965 964 963 962 961 960 959 958 957 956 955 954 ELEV. ft) 967 966 965 964 963 962 961 960 959 958 957 956 955 954 DESCRIPTION OF MATERIAL 6 9 9 14 15 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 5 6 8 11 15 SC SP-SC 17 17 17 47 5" BITUMINOUS 7" CRUSHED LIMESTONE CLAYEY SAND, brown, wet CLAYEY SAND, fine to coarse grained, brown, wet, loose SAND WITH CLAY, fine tocoarse grained, brown, moist, medium dense End of Boring 14.5ft. N-Value Plot 9.50 19 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13 10.514.510:00am9/10/2024 START: 9/10/2024 END: 9/10/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-13 PAGE 1 OF1SURFACEELEVATION: 980.084ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 979 978 977 976 975 974 973 972 971 970 969 968 967 966 ELEV. ft) 979 978 977 976 975 974 973 972 971 970 969 968 967 966 DESCRIPTION OF MATERIAL 5 6 8 11 15 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till Glacial Outwash 6 8 10 11 11 SC SP 12 16 16 16 6" BITUMINOUS 8" RECLAIMED BITUMINOUS CLAYEY SAND WITH LITTLE GRAVEL, brown, moist CLAYEY SAND WITH SILT, fine to medium grained, light brown, moist, loose SAND, fine to medium grained, brown, moist, medium dense todense End of Boring 14.5ft. N-Value Plot 7.50 15 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13 10.514.511:00am9/10/2024 START: 9/10/2024 END: 9/10/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-14 PAGE 1 OF1SURFACEELEVATION: 976.562ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 976 975 974 973 972 971 970 969 968 967 966 965 964 963 ELEV. ft) 976 975 974 973 972 971 970 969 968 967 966 965 964 963 DESCRIPTION OF MATERIAL 6 8 10 11 11 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 6 6 10 11 13 SC CL CL SC 18 24 22 15 62 5.5" BITUMINOUS 6.5" CRUSHED LIMESTONE CLAYEY SAND, dark brown, moist CLAYEY SAND, fine to medium grained, dark grayish brown, wet, loose SANDY LEAN CLAY, brown, wet, soft SANDY LEAN CLAY, light brown, wet, firm CLAYEY SAND, fine to medium grained, light brown, moist, medium dense to dense End of Boring 14.5ft. N-Value Plot 8.50 17 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131114.512:00pm9/10/2024 START: 9/10/2024 END: 9/10/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-15 PAGE 1 OF1SURFACEELEVATION: 957.244ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 956 955 954 953 952 951 950 949 948 947 946 945 944 943 ELEV. ft) 956 955 954 953 952 951 950 949 948 947 946 945 944 943 DESCRIPTION OF MATERIAL 6 6 10 11 13 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 6 10 9 10 11 CL CL SC 23 19 21 16 66 66 4.5" BITUMINOUS 4" CRUSHED LIMESTONE SAND, grayish brown, moist CLAYEY SAND, brown and dark brown and gray, moist SANDY LEAN CLAY, light brown, moist, firm SANDY LEAN CLAY, light brown with white, moist, firm CLAYEY SAND, fine to medium grained, brown with reddish brown, moist, loose to medium dense End of Boring 14.5ft. N-Value Plot 7.50 15 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131014.51:00pm9/10/2024 START: 9/10/2024 END: 9/10/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-16 PAGE 1 OF1SURFACEELEVATION: 960.485ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 959 958 957 956 955 954 953 952 951 950 949 948 947 946 ELEV. ft) 959 958 957 956 955 954 953 952 951 950 949 948 947 946 DESCRIPTION OF MATERIAL 6 10 9 10 11 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Glacial Till 8 10 13 14 15 SC SC SP-SC 17 15 16 14 46 5" BITUMINOUS 4.5" CRUSHED LIMESTONE CLAYEY SAND WITH LITTLE GRAVEL, fine to medium grained, brown, wet, loose CLAYEY SAND, fine to coarse grained, brown with reddish brown, wet, medium dense SAND WITH CLAY, fine tocoarse grained, light brown, moist, medium dense End of Boring 14.5ft. N-Value Plot 9.50 19 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131214.52:00pm9/11/2024 START: 9/11/2024 END: 9/11/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-17 PAGE 1 OF1SURFACEELEVATION: 949.303ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 948 947 946 945 944 943 942 941 940 939 938 937 936 935 ELEV. ft) 948 947 946 945 944 943 942 941 940 939 938 937 936 935 DESCRIPTION OF MATERIAL 8 10 13 14 15 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 7 9 10 9 9 CL SC SC SC 14 13 15 15 51 5" BITUMINOUS 3" CRUSHED LIMESTONE CLAYEY SAND, dark grayish brown, wet SANDY LEAN CLAY, brown, moist, soft to firm CLAYEY SAND, fine to coarse grained, grayish brown, moist, loose CLAYEY SAND, fine to coarse grained, brown with grayish brown and reddish brown, moist, loose CLAYEY SAND WITH LITTLE GRAVEL, fine to medium grained, brown, wet, loose End of Boring 14.5ft. N-Value Plot 70 14 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131214.59:00am9/11/2024 Boring Moved 10' North START: 9/11/2024 END: 9/11/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-18 PAGE 1 OF1SURFACEELEVATION: 936.79ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 936 935 934 933 932 931 930 929 928 927 926 925 924 923 ELEV. ft) 936 935 934 933 932 931 930 929 928 927 926 925 924 923 DESCRIPTION OF MATERIAL 7 9 10 9 9 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Glacial Till 7 10 9 8 8 SC SC SC 18 16 15 19 48 5" BITUMINOUS 5" CRUSHED LIMESTONE CLAYEY SAND, fine to medium grained, brown, wet, loose CLAYEY SAND, fine to medium grained, brown, moist, loose CLAYEY SAND, fine to medium grained, brown with grayish brown and reddish brown, moist, loose End of Boring 14.5ft. N-Value Plot 70 14 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13 12.514.510:00am9/11/2024 START: 9/11/2024 END: 9/11/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-19 PAGE 1 OF1SURFACEELEVATION: 922.882ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 922 921 920 919 918 917 916 915 914 913 912 911 910 909 ELEV. ft) 922 921 920 919 918 917 916 915 914 913 912 911 910 909 DESCRIPTION OF MATERIAL 7 10 9 8 8 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 7 6 3 4 6 SC CL CL SC 16 21 22 20 56 5" BITUMINOUS 8" CRUSHED LIMESTONE CLAYEY SAND WITH GRAVEL, pieces of limestone, brown, moist CLAYEY SAND, fine to coarse grained, gray, moist, loose SANDY LEAN CLAY, gray, wet, very soft SANDY LEAN CLAY, grayish brown, wet, very soft CLAYEY SAND, fine to medium grained, gray, wet, loose End of Boring 14.5ft. N-Value Plot 5.50 11 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13714.511:00am9/11/2024 START: 9/11/2024 END: 9/11/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-20 PAGE 1 OF1SURFACEELEVATION: 908.272ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 907 906 905 904 903 902 901 900 899 898 897 896 895 894 ELEV. ft) 907 906 905 904 903 902 901 900 899 898 897 896 895 894 DESCRIPTION OF MATERIAL 7 6 3 4 6 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 12 7 4 5 7 CL SC SC 8 15 20 19 17 54 6" BITUMINOUS 5" CRUSHED LIMESTONE CLAYEY SAND WITH GRAVEL, brown, moist CLAYEY SAND WITH GRAVEL, grayish brown, moist CLAYEY SAND, dark grayish brown with gray and reddish brown, moist SANDY LEAN CLAY, brown with gray, wet, very soft CLAYEY SAND, fine to coarse grained, brown with gray and reddish brown, wet, loose CLAYEY SAND, fine to medium grained, grayish brown, wet, loose End of Boring 14.5ft. N-Value Plot 80 16 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13814.512:00pm9/11/2024 START: 9/11/2024 END: 9/11/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-21 PAGE 1 OF1SURFACEELEVATION: 912.734ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 912 911 910 909 908 907 906 905 904 903 902 901 900 899 ELEV. ft) 912 911 910 909 908 907 906 905 904 903 902 901 900 899 DESCRIPTION OF MATERIAL 12 7 4 5 7 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 6 10 11 10 10 CL 19 19 14 11 51 6" BITUMINOUS 4" CRUSHED LIMESTONE CLAYEY SAND, brown, moist SANDY LEAN CLAY, light brown, wet, soft to firm End of Boring 14.5ft. N-Value Plot 7.50 15 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131114.59:00am9/12/2024 Boring Moved 10' south START: 9/12/2024 END: 9/12/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-22 PAGE 1 OF1SURFACEELEVATION: 926.909ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 926 925 924 923 922 921 920 919 918 917 916 915 914 913 ELEV. ft) 926 925 924 923 922 921 920 919 918 917 916 915 914 913 DESCRIPTION OF MATERIAL 6 10 11 10 10 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 5 4 6 7 7 SC CL SC 14 24 14 22 16 65 6" BITUMINOUS 7" CRUSHED LIMESTONE CLAYEY SAND, slightly organic, grayish brown, moist ORGANIC CLAYEY SAND, dark brown, moist Organic content: 7%] CLAYEY SAND, fine to medium grained, grayish brown, moist, very loose to loose SANDY LEAN CLAY, light gray, wet, soft CLAYEY SAND, fine to coarse grained, light brown with gray and reddish brown, wet, loose End of Boring 14.5ft. N-Value Plot 5.50 11 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13 12.514.510:00am9/12/2024 Boring Moved 8' North START: 9/12/2024 END: 9/12/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-23 PAGE 1 OF1SURFACEELEVATION: 919.163ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 918 917 916 915 914 913 912 911 910 909 908 907 906 905 ELEV. ft) 918 917 916 915 914 913 912 911 910 909 908 907 906 905 DESCRIPTION OF MATERIAL 5 4 6 7 7 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till Glacial Outwash 7 6 5 6 8 SC SC SP 20 16 14 49 5" BITUMINOUS 5" CRUSHED LIMESTONE CLAYEY SAND, dark brown and brown, moist CLAYEY SAND, fine to medium grained, light gray with reddish brown, wet, loose CLAYEY SAND, fine to medium grained, brown with reddish brown and light gray, moist, loose SAND, fine to coarse grained, brown, waterbearing loose End of Boring 14.5ft. N-Value Plot 60 12 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131314.511:00am9/12/2024 Boring Moved 3' West START: 9/12/2024 END: 9/12/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: 13.5 900.929 PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-24 PAGE 1 OF1SURFACEELEVATION: 914.429ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 913 912 911 910 909 908 907 906 905 904 903 902 901 900 ELEV. ft) 913 912 911 910 909 908 907 906 905 904 903 902 901 900 DESCRIPTION OF MATERIAL 7 6 5 6 8 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Swamp Deposits Glacial Till 9 4 8 9 9 OL SC SC SC 24 20 20 17 5.5" BITUMINOUS 8.5" CRUSHED LIMESTONE CLAYEY SAND, pieces of limestone, brown, moist SLIGHTLY ORGANIC CLAYEY SAND, fine to medium grained, dark brown, moist, loose to very loose Organic Content = 5%] CLAYEY SAND, fine to medium grained, grayish brown with brown, moist, loose CLAYEY SAND, fine to coarse grained, dark brown, wet, loose CLAYEY SAND, fine to medium grained, light brown with light gray, wet, loose End of Boring 14.5ft. N-Value Plot 6.50 13 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 13 10.514.512:00pm9/12/2024 START: 9/12/2024 END: 9/12/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-25 PAGE 1 OF1SURFACEELEVATION: 920.368ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 919 918 917 916 915 914 913 912 911 910 909 908 907 906 ELEV. ft) 919 918 917 916 915 914 913 912 911 910 909 908 907 906 DESCRIPTION OF MATERIAL 9 4 8 9 9 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till 8 9 7 7 6 SC SC CL 19 20 20 20 58 6" BITUMINOUS 10" CRUSHED LIMESTONE CLAYEY SAND, brown, moist CLAYEY SAND, dark brown, moist SLIGHTLY ORGANIC CLAYEY SAND, fine to medium grained, dark gray, wet, loose Organic Content: 3%] CLAYEY SAND, fine to medium grained, light grayish brown with reddish brown, wet, loose SANDY LEAN CLAY, gray with brown, wet, soft End of Boring 14.5ft. N-Value Plot 6.50 13 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131014.59:00am9/13/2024 START: 9/12/2024 END: 9/12/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: None PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-26 PAGE 1 OF1SURFACEELEVATION: 913.504ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 913 912 911 910 909 908 907 906 905 904 903 902 901 900 ELEV. ft) 913 912 911 910 909 908 907 906 905 904 903 902 901 900 DESCRIPTION OF MATERIAL 8 9 7 7 6 3.25" HSA 0' - 14.5' 1 2 3 4 5 6 HSA SB HSA SB HSA SB HSA SB HSA SB Pavement Section Fill Glacial Till Glacial Outwash 6 6 6 8 10 SC CL SP 13 18 17 25 58 7" BITUMINOUS 8" CRUSHED LIMESTONE CLAYEY SAND, brown, moist CLAYEY SAND, brown and dark brown, moist CLAYEY SAND, fine to medium grained, brown, wet, loose SANDY LEAN CLAY, brown with light gray and reddish brown, wet, soft SAND, fine to medium grained, grayish brown, waterbearing, loose End of Boring 14.5ft. N-Value Plot 70 14 TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLEDDEPTHDATE 131214.510:00am9/13/2024 Boring Moved 5' South START: 9/12/2024 END: 9/12/2024 Logged By: A. WacekD. BaileyMETHOD Notes: Crew Chief: 13.0 908.534 PROJECT NAME: Prior Lake - Northwood Area LOG OF TEST BORING PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-27 PAGE 1 OF1SURFACEELEVATION: 921.534ftCLIENT/WSB #: 026583-000 No.TYPE GEOLOGIC ORIGIN WL N Dr illin g Op eration USCSDEPTHft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SAMPLE MC Fines GE OT E C HN ICAL N PLO T W S B G DT 1 9 25 10 01 M 02658 3 000 GEO T E CH C M T GEO TEC H M ISCE LLANEO US 02658 3 PRIO R LAKE NORT HW OOD AREA GPJ ELEV. ft) 921 920 919 918 917 916 915 914 913 912 911 910 909 908 ELEV. ft) 921 920 919 918 917 916 915 914 913 912 911 910 909 908 DESCRIPTION OF MATERIAL 6 6 6 8 10 Core ID Location Number of Lanes Pavement Width (ft) Curb and Gutter Surface Distresses Bituminous Depth (in)Lift Thickness (in) and Condition Base Depth and Description Subbase or Subgrade Description 1 Fremont Ave NW 2 34 Yes Some transverse Cracking 5.25 2" - Wear Multiple Lifts Fair - Some Base layer raveling 6" - Sand with gravel, Brown Clayey Sand, Brown 2 Island View Rd NW 2 34 Yes Alligator, Transverse Cracking, surface stripping 5.5 1.75" - Wear Multiple Lifts Good condition 12+" - Sand with gravel, Brown Did not reach apparent change inmaterial 3 Fremont Ave NW 2 34 Yes Some Longitudinal Cracking 5.5 2.25" - Wear Multiple Lifts Good Condition 7.5" - Sand with gravel, Brown Clayey Sand, Brown 4 Crystal Circle NW 2 34 Yes Transverse Cracking 4.25 2.25" - Wear 2" - Base Fair - Some base layer raveling 9.5" - Sand with gravel, Brown Clayey Sand, Brown 5 Fremont Ave NW 2 34 Yes Some Transverse Cracking 4 2.25" - Wear 1.75" - Base Fair - Some raveling throughout core 6" - Sand with gravel, Dark Brown Sand with gravel, Light Brown 6 Fremont Circle NW 2 28 Yes Transverse Cracking, Some Alligator Cracking 5.5 2" - Wear Multiple Lifts Poor - Raveling throughout core 6" - Sand with gravel, Brown Clayey Sand, Brown 7 Fremont Street NW 2 28 Yes Patching, Longitudinal Cracking 4 2" - Wear 2" - Base Poor - Raveling throughout core 6" - Sand with gravel, Brown Clayey Sand, Brown 8 Fremont Ave NW 2 34 Yes No Major Distresses 4.5 1.5" - Wear 3" - Base Fair - Some base layer raveling 8.5" - Sand with gravel, Brown Clayey Sand, Brown 9 Lake Bluff Circle NW 2 34 Yes Patching, Longitudinal Cracking 5 1.5" - Wear Multiple Lifts Good Condition 7" - Sand with gravel, Brown f-mSand, Brown 10 Shady Cove Point NW 2 34 Yes Some Surface stripping 4.5 2" - Wear 2.5" - Base Poor - Raveling throughout core 9" - Sand with gravel, Brown f-c Sand, Brown Table 1: Existing Pavement Section Details Core ID Location Number of Lanes Pavement Width (ft) Curb and Gutter Surface Distresses Bituminous Depth (in)Lift Thickness (in) and Condition Base Depth and Description Subbase or Subgrade Description 11 Lake Haven Ct NW 2 28 Yes Some Alligator and Transverse Cracking 5 5" - Wear Multiple Lifts Poor - Raveling throughout core 8" - Sand with gravel, Brown f-c Sand, Brown 12 Viewcrest Circle NW 2 50 Yes Transverse, Longitudinal Cracking 4.5 2" - Wear Multiple Lifts Good Condition 5.5" - Sand with gravel, Brown f-c Sand, Brown 13 Knollridge Dr NW 2 28 Yes Some Transverse Cracking 3.5 2" - Wear 1.5" - Base Good Condition 8.5" - Sand with gravel, Brown f-c Sand, Brown 14 Hawk Ridge Ct NW 2 28 Yes Some Transverse Cracking 4 2.5" - Wear 1.5" - Base Good Condition 4" - Sand with gravel, Brown f-c Sand, Brown 15 Knollridge Ct NW 2 28 Yes Transverse, Longitudinal Cracking 4.25 2" - Wear 2.25" - Base Good Condition 6" - Sand with gravel, Brown f-c Sand, Brown 16 Hawk Ridge Rd NW 2 28 Yes Transverse Cracking 4.5 2" - Wear 2.5" - Base Good Condition 5" - Sand with gravel, Brown Sand with gravel, Light Brown 17 Hawk Ridge Rd NW 2 28 Yes Transverse Cracking 4.5 2" - Wear 2.5" - Base Good Condition 5" - Sand with gravel, Brown Sand with gravel, Light Brown 18 Visionary Heights Cir NW 2 28 Yes Transverse, Longitudinal Cracking 3.5 1.5" - Wear 2" - Base Poor - Raveling throughout core 6" - Sand with gravel, Light Brown f-c Sand, Brown 19 Tahinka Ct NW 2 28 Yes Transverse Cracking 4 1.25" - Wear 2.75" - Base Good Condition 6" - Sand with gravel, Light Brown f-c Sand, Brown 20 Hawk Ridge Rd NW 2 28 Yes Some Transverse Cracking 4 1.75" - Wear 2.25" - Base Good Condition 5.5" - Sand with gravel, Light Brown f-c Sand, Brown Core ID Location Number of Lanes Pavement Width (ft) Curb and Gutter Surface Distresses Bituminous Depth (in)Lift Thickness (in) and Condition Base Depth and Description Subbase or Subgrade Description 21 Tahinka Pl NW 2 28 Yes Some Transverse Cracking 4 1.75" - Wear 2.25" - Base Good Condition 6" - Sand with gravel, Light Brown f-c Sand, Brown 22 Tahinka Pl NW 2 28 Yes Some Transverse Cracking 3.5 1.5" - Wear 2" - Base Good Condition 4" - Sand with gravel, Light Brown f-c Sand, Brown Core 1 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Fremont Ave NW 2 34 Yes Some transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 5.25 2" - Wear Multiple Lifts Fair - Some Base layer raveling 6" - Sand with gravel, Brown Clayey Sand, Brown Core 2 Street Photos Core Photos Location Number of Lanes Roadway Width (ft) Curb and Gutter Surface Distresses Island View Rd NW 2 34 Yes Alligator, Transverse Cracking, surface stripping Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 5.5 1.75" - Wear Multiple Lifts Good condition 12+" - Sand with gravel, Brown Did not reach apparent change in material Core 3 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Fremont Ave NW 2 34 Yes Some Longitudinal Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 5.5 2.25" - Wear Multiple Lifts Good Condition 7.5" - Sand with gravel, Brown Clayey Sand, Brown Core 4 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Crystal Circle NW 2 34 Yes Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4.25 2.25" - Wear 2" - Base Fair - Some base layer raveling 9.5" - Sand with gravel, Brown Clayey Sand, Brown Core 5 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Fremont Ave NW 2 34 Yes Some Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4 2.25" - Wear 1.75" - Base Fair - Some raveling throughout core 6" - Sand with gravel, Dark Brown Sand with gravel, Light Brown Core 6 Street Photos Core Photos Location Number of Lanes Roadway Width (ft) Curb and Gutter Surface Distresses Fremont Circle NW 2 28 Yes Transverse Cracking, Some Alligator Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 5.5 2" - Wear Multiple Lifts Poor - Raveling throughout core 6" - Sand with gravel, Brown Clayey Sand, Brown Core 7 Street Photos Core Photos Location Number of Lanes Roadway Width (ft) Curb and Gutter Surface Distresses Fremont Street NW 2 28 Yes Patching, Longitudinal Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4 2" - Wear 2" - Base Poor - Raveling throughout core 6" - Sand with gravel, Brown Clayey Sand, Brown Core 8 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Fremont Ave NW 2 34 Yes No Major Distresses Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4.5 1.5" - Wear 3" - Base Fair - Some base layer raveling 8.5" - Sand with gravel, Brown Clayey Sand, Brown Core 9 Street Photos Core Photos Location Number of Lanes Roadway Width (ft) Curb and Gutter Surface Distresses Lake Bluff Circle NW 2 34 Yes Patching, Longitudinal Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 5 1.5" - Wear Multiple Lifts Good Condition 7" - Sand with gravel, Brown f-m Sand, Brown Core 10 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Shady Cove Point NW 2 34 Yes Some Surface stripping Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4.5 2" - Wear 2.5" - Base Poor - Raveling throughout core 9" - Sand with gravel, Brown f-c Sand, Brown Core 11 Street Photos Core Photos Location Number of Lanes Roadway Width (ft) Curb and Gutter Surface Distresses Lake Haven Ct NW 2 28 Yes Some Alligator and Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 5 5" - Wear Multiple Lifts Poor - Raveling throughout core 8" - Sand with gravel, Brown f-c Sand, Brown Core 12 Street Photos Core Photos Location Number of Lanes Roadway Width (ft) Curb and Gutter Surface Distresses Viewcrest Circle NW 2 50 Yes Transverse, Longitudinal Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4.5 2" - Wear Multiple Lifts Good Condition 5.5" - Sand with gravel, Brown f-c Sand, Brown Core 13 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Knollridge Dr NW 2 28 Yes Some Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 3.5 2" - Wear 1.5" - Base Good Condition 8.5" - Sand with gravel, Brown f-c Sand, Brown Core 14 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Hawk Ridge Ct NW 2 28 Yes Some Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4 2.5" - Wear 1.5" - Base Good Condition 4" - Sand with gravel, Brown f-c Sand, Brown Core 15 Street Photos Core Photos Location Number of Lanes Roadway Width (ft) Curb and Gutter Surface Distresses Knollridge Ct NW 2 28 Yes Transverse, Longitudinal Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4.25 2" - Wear 2.25" - Base Good Condition 6" - Sand with gravel, Brown f-c Sand, Brown Core 16 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Hawk Ridge Rd NW 2 28 Yes Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4.5 2" - Wear 2.5" - Base Good Condition 5" - Sand with gravel, Brown Sand with gravel, Light Brown Core 17 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Hawk Ridge Rd NW 2 28 Yes Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4.5 2" - Wear 2.5" - Base Good Condition 5" - Sand with gravel, Brown Sand with gravel, Light Brown Core 18 Street Photos Core Photos Location Number of Lanes Roadway Width (ft) Curb and Gutter Surface Distresses Visionary Heights Cir NW 2 28 Yes Transverse, Longitudinal Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 3.5 1.5" - Wear 2" - Base Poor - Raveling throughout core 6" - Sand with gravel, Light Brown f-c Sand, Brown Core 19 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Tahinka Ct NW 2 28 Yes Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4 1.25" - Wear 2.75" - Base Good Condition 6" - Sand with gravel, Light Brown f-c Sand, Brown Core 20 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Hawk Ridge Rd NW 2 28 Yes Some Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4 1.75" - Wear 2.25" - Base Good Condition 5.5" - Sand with gravel, Light Brown f-c Sand, Brown Core 21 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Tahinka Pl NW 2 28 Yes Some Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 4 1.75" - Wear 2.25" - Base Good Condition 6" - Sand with gravel, Light Brown f-c Sand, Brown Core 22 Street Photos Core Photos Location Number of Lanes Roadway Width ft) Curb and Gutter Surface Distresses Tahinka Pl NW 2 28 Yes Some Transverse Cracking Bituminous Depth (in) Lift Thickness and Condition Base Depth and Description Subbase or Subgrade Description 3.5 1.5" - Wear 2" - Base Good Condition 4" - Sand with gravel, Light Brown f-c Sand, Brown 4646DakotaStreet SE PriorLake, MN 55372 RESOLUTION 25- ARESOLUTION TO ACCEPT THE FEASIBILITY REPORT, ORDER THE PUBLIC HEARING, AND AUTHORIZE AWORK ORDER FOR THE NORTHWOOD ROAD AREA PROJECT 2026-01, 2027-01, 2028-02) Motion By: Second By: WHEREAS, pursuant toResolution 24-081approved onAugust14, 2024theCityCouncil ordered afeasibility report tobeprepared under thedirection oftheCity Engineer withreference totheNorthwood RoadAreaProject; and WHEREAS, thefeasibility report fortheNorthwood RoadAreaProject dated August2025 contains information thattheproposed project isnecessary, costeffective, and feasible; and WHEREAS, Bolton & Menk, amember oftheCity’sconsultant pool, hassubmitted a proposal intheamountof $1,516,412toprovide servicesthatincludeproject management, design, bidding services andconstruction administration and observation. NOWTHEREFORE, BE ITHEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA asfollows: 1. Therecitals setforthabove areincorporated herein. 2. TheCityCouncil hereby accepts thefeasibility reportassubmitted. 3. TheCouncilwillconsider theimprovement ofsuchstreets andareas inaccordance withthe feasibility reportandtheassessment ofproperty asdescribed inthereportforallora portion ofthecostoftheimprovements pursuant toMinnesota Statutes Chapter 429atan estimated totalcost of $19,058,000 forthe3-yearproject. 4. TheCity Council approves aworkorder withwith Bolton & Menk, fortheNorthwood Road AreaProject (2026-01, 2027-01, 2028-02) fortheservices described inthereport. 5. Apublichearing shallbeheldonsuchproposed improvements onSeptember 23, 2025 at PriorLakeCityHall, 4646 DakotaStreetSE, CityofPriorLake, Minnesota at7:00p.m. Statutory notice andpublication requirements shallbefollowed. thPassedandadoptedbythePriorLakeCityCouncilthis26 dayofAugust 2025. VOTE Briggs Braid Churchill Lake Hellier Aye Nay Abstain Absent JasonWedel, CityManager H: PLAK 24X13582 90 00 C A D C3 D FIGR 1 35 82 9 P RO JEC T LO C ATIO N dw g 8/ 4 2 02 5 8 41 42 AM R Northwood Road Area Street & Utility Improvements City of Prior Lake Figure 1: Project Location August 2025 FEETSCALE 0 400 800 HORZ. R UPPER PRIOR LAKE LOWER PRIOR LAKE E A G LE C R E E K A V E N E C R 2 1 154TH STNW (CR82) SPRING LAKE RD SW (CR 12) STEM MER RID GE RD N W NORT H W O O D R D N W HA W K RIDGE RD N W KNOLLRIDGE DR NW TA HI NKA P L N W B U TT E R N U T CIR N W ISLAND V IE W CIR NW FRE M O NT A VE N W LEGEND PROJECT LOCATION Page 1 of 2 Public Works Consultant Pool Work Order Northwood Rd Area Improvements (2026-01, 2027-01, 2028-02) BOLTON & MENK This work order (“Work Order”) is issued on this 26th day of August, 2025 by the City of Prior Lake (“City”) pursuant to the Public Works Consultant Pool – Master Agreement dated April 20, 2020 (“Contract”) between the City and Bolton & Menk (“Consultant”). Based on the mutual promises and covenants set forth herein, the sufficiency of which are hereby acknowledged, the City and Consultant agree as follows: 1.Scope of Work Order. Consultant agrees to provide, perform and complete all the services requested by the City in this Work Order and attached Exhibit 1 (“Work”), which Work shall be subject to the terms and conditions of this Work Order and the Contract. 2.Term of Work Order. All Work requested by this Work Order shall be completed by December 31, 2029. 3.Compensation for Work Order. City agrees to pay the Consultant an amount not to exceed $1,516,412 as full and complete payment for the Work requested by this Work Order. 4.Consultant Representative. Consultant has designated Brad Fisher, PE to manage the Work Order subject to the supervision of Consultant’s representative. ISSUED BY CITY OF PRIOR LAKE Mayor City Manager RECEIVED AND ACCEPTED BY BOLTON & MENK, INC. Signature Title Page 2 of 2 Exhibit 1 – Scope of Work Order H:\PLAK\24X135829000\0_Northwood Road Area Street & Utility Improvements\A_Project Management\2_Contracts\Amendments\Amendment 1 - Ph 1&2Final Design & Ph 1 Construction\Submittal 2\135829_Northwoods Area Improvements Proposal Amendment 1_20250811.docx August 11, 2025 Mr. Nick Monserud, P.E. Public Works Director/City Engineer City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 Re: Proposal for Professional Engineering Services Northwood Road Area Street & Utility Improvements Project Amendment 1 – Final Design Services for Phases 1, 2, & 3 and Construction Services for Phase 1 Dear Mr. Monserud: Thank you for the opportunity to submit this proposal to provide professional engineering services to the City of Prior Lake for street and utility improvements to the Northwood Road area. Our team is well equipped to deliver high quality services across the multiple phases of this project, ensuring compliance with regulatory requirements, designing to city standards, and addressing the specific needs of the City. Through the feasibility study process, the project scope has been better defined, including the anticipated project areas for Phase 1 (2026 construction), Phase 2 (2027 construction), and Phase 3 (tentative 2028 construction). The overall identified project area generally remained the same with the only change being the addition of Linden Circle, however, the pavement rehabilitation methods were expanded. The streets identified for full reconstruction improvements generally match what was originally anticipated, but the original project scope only identified a mill & overlay for rehabilitation of the remaining streets. Through geotechnical analysis, it was determined that some streets are suitable for mill & overlay, but others require a full-depth reclamation due to the existing conditions. A project area map is included in the feasibility report for the project which identifies the proposed improvements for each street segment. The feasibility study also identified other changes to the overall project scope. The first is the incorporation of more comprehensive rehabilitations of the two lift stations in need of improvement. An evaluation of possible improvements to the backyard watermain areas was conducted and through conversations with the city, it was determined that providing services from a watermain in the street for future connections will be the long-term plan for the area as utilities are improved, as opposed to replacement or rehabilitation of the existing watermain throughout the backyard easements. These improvements will be incorporated into the final design on streets where full watermain improvements are identified. The replacement or rehabilitation of the existing watermain under the channel in Upper Prior Lake from Island View Circle to Skyline Avenue was evaluated but was ultimately not recommended to remain in the scope of this project due to the associated project costs and dissimilar construction methodology; it may be budgeted for as a standalone project in the future. Additionally, storm sewer improvement Option 3 and the use of stormwater credits to address stormwater management requirements were identified as the recommendations for incorporation into the final design. Based on the more detailed project scope developed through the feasibility study, we are pleased to provide you with the following proposal for final design services on Phase 1, Phase 2, and Phase 3 and for construction services on Phase 1 as an amendment to the scope of services on our original contract proposal. EXHIBIT 1 Project: Northwood Road Area Street & Utility Improvements – Amendment 1 Page: 2 H:\PLAK\24X135829000\0_Northwood Road Area Street & Utility Improvements\A_Project Management\2_Contracts\Amendments\Amendment 1 - Ph 1&2Final Design & Ph 1 Construction\Submittal 2\135829_Northwoods Area Improvements Proposal Amendment 1_20250811.docx An additional amendment will be required in the future for construction services on Phase 2. This scope and fee letter identifies the various project tasks and lists each task’s scope of work and associated fee to bring the project through final design, bidding, and Phase 1 construction stages. A detailed work plan for each of the project tasks is identified below. Task 1 – Project Management & Coordination Meetings Additional work under this task includes conducting project meetings and overall project management to keep the project on schedule and on budget. Anticipated project meetings, for the final design stage of the project, that are included in our proposal are three progress meetings with city staff during project design for each project phase to discuss 60% plan, 90% plan, and 100% plan submittals, three additional design discussion meetings for each project phase, one private utility coordination meeting for each project phase, attendance and/or presentation at up to four additional City Council Meetings, and conducting a preconstruction meeting with the selected contractor for each project phase. Meeting materials will be provided for each meeting including agendas and meeting minutes for staff meetings and the preconstruction meeting. Task 2 – Topographic Survey Additional work under this task includes gathering pertinent field information on city infrastructure, physical features in the right-of-way, contours, and private utilities for Linden Circle and a few specific areas requiring additional data collection based on the final scope of proposed improvements identified. Additional topographic survey beyond that identified above can be negotiated at a fee based on submitted hourly rates. Task 3 – Feasibility Study Additional work under this task includes additional preliminary design evaluations, associated estimate and assessment roll updates, feasibility report updates, and open house meeting material iterations to accommodate project utility budgets and the change to a three-year construction project. Task 4 – Final Design Work under this task includes production of detailed construction documents, plans, and specifications. Our project team will prepare construction plans utilizing AutoCAD Civil 3D to accurately depict the project improvements for construction. The fees for the final design task will be split into three subtasks, one for each of the three construction phases. Major design components for each plan set are anticipated to include: Existing conditions & removals plan Typical sections Plan detail plates and standard plans Stormwater Pollution Prevention Plan (SWPPP) Erosion control/restoration plans Sanitary sewer and watermain plan/profile sheets for reconstruction areas Storm sewer plan/profile sheets for reconstruction areas Street plan sheets for mill & overlay and reclamation areas Street plan/profile sheets for reconstruction areas and the segment of Fremont Avenue where the curb line will be adjusted Intersection details & pedestrian ramp designs (similar to MnDOT Level 1 ADA design – will provide curb elevations and contractor to design remainder in the field to fit pedestrian facilities) Retaining wall plan/profile sheets and associated details Temporary traffic control plans and construction phasing plans Signing/striping plan sheets Project: Northwood Road Area Street & Utility Improvements – Amendment 1 Page: 3 H:\PLAK\24X135829000\0_Northwood Road Area Street & Utility Improvements\A_Project Management\2_Contracts\Amendments\Amendment 1 - Ph 1&2Final Design & Ph 1 Construction\Submittal 2\135829_Northwoods Area Improvements Proposal Amendment 1_20250811.docx Street cross-sections at 50-foot intervals, driveways, and critical design locations Sidewalk cross-sections for the new sidewalk Preliminary investigations into Prior Lake Spring Lake Watershed District (PLSLWD) rules as they apply to the proposed project indicate that stormwater management rules and associated permitting will be triggered. Our team will review MS4, PLSLWD, City, MnDNR, and FEMA requirements as they relate to the project to ensure all regulations are clearly understood and incorporated into the design where feasible. Our water resources team will perform detailed hydraulic and hydrologic analyses to determine pre- and post-construction runoff conditions, including inlet spread, pipe layout and capacity, and detention or storage changes. We will use the results from our models to design a comprehensive storm sewer system that meets the hydraulic capacity requirements and integrates with existing infrastructure based on the selected Option 3 identified in the feasibility report for the project. For the installation/upsizing of the culvert under Fremont Ave, as determined in the Resilience Study, it is our assumption that the pre- & post- construction flood modeling has been completed by others as part of that study, that digital model files are available for use, and no additional model development will be required. Our water resources team identified and assessed opportunities to meet the stormwater management requirements from regulatory agencies. However, due to the linear nature of the project area, which is fully developed, there are very limited to no opportunities for additional stormwater management BMP’s to be installed within existing right-of-way. Instead, we further investigated opportunities to reduce directly connected impervious areas and utilize drainage swales. Through the feasibility study for this project, it was confirmed that the stormwater management requirements cannot be completely met within the project boundaries. It is assumed that the remaining requirements will be managed and met through a combination of PLSLWD Volume Control Credits and the PLSLWD Public Linear Project Cost Cap. We will develop MIDS and SHSAM modeling of the roadway runoff to calculate and document TP and TSS reductions from proposed BMPs. We will evaluate project grading as it relates to floodplain impacts and ensure that all requirements are met for compensatory storage. We will develop a comprehensive drainage report documenting the existing and proposed drainage conditions, modeling results, and recommendations as well as compliance with local and regional water quality requirements. Our team will hold discussions with governing/permitting agencies and project stakeholders on the proper stormwater management plan for the developed project area. Two lift stations will be rehabilitated as identified in the feasibility report based on our team’s site visit with city staff. We will evaluate the run time information to confirm pump sizing, information on existing pumps, and the lift station record drawings to determine head conditions for the new pumps. It is assumed that no additional flows will contribute to the lift station in the future that could impact the forcemain sizing and pump designs and city staff will provide pump run time information, existing pumps specifications/information, and record drawings for the existing lift station including the existing forcemain alignment and profile. It is assumed that lighting improvements will be designed and constructed by the utility service provider and will not require electrical design as part of this project scope. Reasonable access requirements and project phasing for each construction year will be evaluated in further detail during final design to determine how to best maintain access whenever possible. The layout of the neighborhood will necessitate unique construction requirements/phasing through interim milestones to minimize disruptions to resident access, deliveries, construction, trash/recycling service, mail service, and other services provided throughout the neighborhood. Final design will include a tabulation of estimated quantities, a final engineer’s opinion of probable construction costs, updated assessment roll based on estimated construction costs, and final assessment roll Project: Northwood Road Area Street & Utility Improvements – Amendment 1 Page: 4 H:\PLAK\24X135829000\0_Northwood Road Area Street & Utility Improvements\A_Project Management\2_Contracts\Amendments\Amendment 1 - Ph 1&2Final Design & Ph 1 Construction\Submittal 2\135829_Northwoods Area Improvements Proposal Amendment 1_20250811.docx based on as-bid construction costs. Plans will be submitted to city staff for review at 60%, 90%, and 100% completion stages. A meeting (included in Task 1) will be held with city staff at each completion stage to go over city comments and discuss outstanding questions/design direction needed. The design team will communicate with all private utility companies to coordinate conflicts and any necessary relocations. The existing utilities and necessary relocations or adjustments will be identified on the plans based on information provided by the utility companies and marked in the field. Our project team will prepare contract documents and technical specifications utilizing Bolton & Menk documents conformed to City of Prior Lake standards with city staff direction and review. Task 5 – Permitting Work under this task includes preparation and submission of applications/materials for all applicable permits required by the project. The city will be responsible for paying all permit fees. It is anticipated that each project phase will require the following permits: MPCA Construction Stormwater permit MDH Watermain Review permit Scott County Work Within ROW permit (for Fremont Avenue/CR 82) PLSLWD for Stormwater Management permit, Erosion and Sediment Control permit, and Floodplain Alteration permit, as necessary Aquatic Resource Impact Permitting o Includes review by the US Army Corps of Engineers, Department of Natural Resources, and Local Government Unit o Includes review by US Fish & Wildlife Service for potential impacts to federally listed threatened and endangered wildlife/plant species and submission for an NHIS review for potential impacts to state listed threatened and endangered wildlife/plant species o MnDNR Public Waters Work Permit Aquatic Resource Impact Permitting: Bolton & Menk will use the aquatic resource delineation to determine and prepare the appropriate permit application to account for any aquatic resource impacts proposed by the project. Preliminary review of the project activities suggests permanent wetland impacts are anticipated. Bolton & Menk will prepare a Replacement Plan to account for and offset the impacts accrued by the project. This will include the MN Joint Application to the U.S. Army Corps of Engineers and Local Government Unit, and the submittal of the MPARS on-line application to the MNDNR. Ordinary High Water Level (OHWL) elevations will be reviewed to determine the full jurisdictional extent of the MNDNR throughout the project area. These applications will include GIS based figures, permit narrative, and project plan set. Threatened and Endangered Species Permitting: The anticipated aquatic resource permits will trigger State and Federal Threatened/Endangered species review. To ensure the city is in compliance with Minnesota’s Endangered Species Statute and the federal Endangered Species Act, Bolton & Menk will complete an NHIS request on the Minnesota Conservation Explorer website early in the project process, during the feasibility stage, and will coordinate with MNDNR to be in compliance with the current Minnesota Endangered Species Statute. During the permitting stage of the project, we will employ the Information for Planning and Consultation (IPaC) tool to complete preliminary federal threatened and endangered species coordination with USFWS. As long as the contract is awarded in time to allow for tree clearing between November and April 15th, we are not anticipating significant restrictions to the project’s construction (there just may be timeframes where certain areas cannot be worked on, such as the lakes during spring for fish spawning). Species that are likely to come up as a result of these reviews include specific species of bats, bees, fish, and turtles, among others. If any threatened and endangered species surveys are required, we can provide an additional scope and fee at that time. Project: Northwood Road Area Street & Utility Improvements – Amendment 1 Page: 5 H:\PLAK\24X135829000\0_Northwood Road Area Street & Utility Improvements\A_Project Management\2_Contracts\Amendments\Amendment 1 - Ph 1&2Final Design & Ph 1 Construction\Submittal 2\135829_Northwoods Area Improvements Proposal Amendment 1_20250811.docx Meetings and Additional Requests: In some cases, the reviewing agencies request additional information and/or a Technical Evaluation Panel meeting during the review process for both the wetland delineation and wetland permit review. If our attendance is requested at a meeting to discuss the acceptance of the delineated boundaries or the agencies request additional information, this service will be provided on an hourly basis at our Wetland Specialist rate. It is assumed that replacement of utilities crossing under a waterbody and/or waterway will not be included with the final project scope, therefore, a utility crossing license will not be required from the MnDNR. The fees for the permitting task will be split into three subtasks, one for each of the three construction phases. Our fee associated with permitting is based on the scope indicated above. If additional permitting is required above and beyond that identified, we will be available to provide the additional permitting required for an additional fee based on submitted hourly rates. Task 6 - Bidding Administration Our team will deliver a full electronic set of approved plans and specifications resulting from the design work. The bidding administration task includes preparation of an advertisement for bids, plan distribution through Quest CDN, answering bidder’s questions, issuing addenda as necessary, conducting an online bid opening, producing a bid tabulation, and preparation of a letter of award recommendation. A final assessment roll will be produced based on the as-bid unit prices. After the city awards the contract at a city council meeting and provides direction, Bolton & Menk will coordinate the execution of contracts with the contractor and city. The fees for the bidding administration task will be split into three subtasks, one for each of the three construction phases. Task 7 – Public Engagement & Project Communications From feasibility through construction, clear and consistent public communication will be key to a successful project. Our team will work with city staff to develop a public involvement approach that informs, engages, and provides an opportunity to collaborate withproject stakeholders. The public engagement plan will allow interested parties an opportunity to participate in the project, while giving city officials the confidence that all issues are addressed throughout the project development process. Our communication team, led by Nicole Krause, will approach engagement in three phases: feasibility (completed), design and construction. Design Engagement In the design phase, our goal will be to connect with homeowners to understand their needs and share project information. This phase will be critical to not only create a community-informed plan, but also prepare the public and stakeholders for construction. We anticipate using the following tools: Communications plan. We will develop a project communications plan to define and confirm stakeholders, communication activities, schedule, and roles. This will be a continuation of the efforts completed as part of the feasibility stage of the project. Project website. The project website was previously developed as part of the feasibility stage of the project. Continued use of the project website through the design phase will streamline project content sharing to the community through a single source and share key information such as designs, schedule, contacts, and more. The webpage will also feature a project subscription form so people can sign up for updates with their email or phone number for text messages. Neighborhood meetings (3). We will organize, promote, prepare meeting materials, and attend one neighborhood meeting for the final design of each project phase. The intent of these meetings will be to identify key issues and concerns from residents. These meetings will be promoted via email and mail. Project: Northwood Road Area Street & Utility Improvements – Amendment 1 Page: 6 H:\PLAK\24X135829000\0_Northwood Road Area Street & Utility Improvements\A_Project Management\2_Contracts\Amendments\Amendment 1 - Ph 1&2Final Design & Ph 1 Construction\Submittal 2\135829_Northwoods Area Improvements Proposal Amendment 1_20250811.docx Educational materials (up to 2). Our team will prepare two educational handouts. The first handout will serve as a project info sheet that can be used to educate residents on the scope and schedule of the project. The second handout can be created at the client’s discretion. Final design presentation. We will create a communication method to share the final design concept. This will include an invitation mailing to view a recorded presentation, interactive map, and/or a series of figures with information on the project website. Construction Communication (2026 Construction Phase 1) Our communication specialist will stay engaged through the construction phase of the project . Given the existing layout of the neighborhood and its proximity to Upper Prior Lake, many of the project streets only have one way in and one way out. This will make access difficult, and at times not possible during construction making communication of realistic expectations for construction extremely important. This effort may require more regular updates at certain times during the construction process and will require a very integrated communication specialist to set the project up for success. Here are the tools we will use: Preconstruction neighborhood meeting (1). We will host one neighborhood meeting prior to the construction of the Phase 1 project. The meeting will be held to educate residents on the timeline, impacts, and what to expect during construction. Weekly website and email updates. We will prepare and send weekly website and email updates. These updates will share work that has been completed and outline the upcoming schedule and potential impacts. At times during construction, it is anticipated that more regular updates may be required. We are assuming an average of two updates per week over a 26-week construction schedule for the Phase 1 construction year. Newsletters, notices, and maps (up to 15). We will send a newsletter before construction begins, as well as a staging map. We will also create notices or maps in advance of any specific property impacts. These can be mailed, or hand delivered. If hand delivered, information will also be packaged as a door hanger. Weekly meeting attendance. In order to stay ahead of upcoming impacts, our team will be available to attend weekly meetings. We are assuming up to a 26-week construction schedule for Phase 1. Construction project hotline. Our team will set up, monitor and coordinate response to hotline calls received during the construction of Phase 1. We are assuming this subtask will require five to 10 hours per week to maintain. We are allocating 20 hours per week for our communication specialist over an assumed 26-week construction schedule for the construction of Phase 1 attributed to weekly updates, newsletters, weekly meetings, and answering the project hotline. Task 8 – Construction Services (2026 Construction Phase 1) Work under this task includes construction administration, construction field staking, and construction observation. Construction administration will be performed by the team’s project manager who will attend a preconstruction meeting, review shop drawings and materials submittals for conformance with the plans and specifications, perform on-site review pertaining to the project’s work and progress as needed, attend weekly construction meetings, and review pay applications. We will provide a highly-qualified individual to serve as construction project representative (CPR) toperform construction observation of the contractor’s work and day-to-day coordination. The CPR will be on-site throughout the various stages of construction to observe and review the quality of work. This work will include maintaining good public relations, maintaining a daily diary of construction activity, daily documentation of bid item quantities, use of a GPS unit to take location shots on subsurface utilities (bends, wyes, etc.), working with the contractor and city staff to prepare pay estimates, coordination of construction materials testing, and verifying construction outcomes with the plan documents. Project: Northwood Road Area Street & Utility Improvements – Amendment 1 Page: 7 H:\PLAK\24X135829000\0_Northwood Road Area Street & Utility Improvements\A_Project Management\2_Contracts\Amendments\Amendment 1 - Ph 1&2Final Design & Ph 1 Construction\Submittal 2\135829_Northwoods Area Improvements Proposal Amendment 1_20250811.docx For the purposes of this proposal, we are assuming a 26-week construction schedule. We are allocating 12 hours per week for construction administration throughout the assumed construction schedule and 60 hours per week for primary construction observation. We are also allocating 45 hours per week for a secondary construction observer to provide support over the busy summer months when multiple crews are anticipated to be working simultaneously, assuming 12-weeks. However, the contractor’s actual construction schedule will dictate the hours necessary to complete the project. If additional time is required, our project staff will be available to complete additional construction administration and observation efforts for an additional fee based on the submitted hourly rates. Survey crews will provide construction stakes with alignment and grade, as necessary, and documentation of all survey points installed. Our survey crews will complete construction staking on the following features on Phase 1 of the project: Construction limits along Fremont Avenue for the potential new sidewalk and for the Island View culvert replacement. Potential easement exhibits (assumes up to four easements for typical sized residential parcels) Sanitary sewer main (assumes up to 20 structures), watermain (assumes up to 30 hydrants and gate valves), and storm sewer (assumes up to 20 structures) in the reconstruction areas. Storm sewer will also be staked for the Island View culvert replacement. New curb and gutter in the reconstruction areas. New curb and gutter only for ADA pedestrian ramp improvements in the mill & overlay areas and along the west side of Fremont Avenue for the potential new sidewalk. It is assumed that retaining walls will not be required for Phase 1 of the project design and therefore no retaining wall stakes will be needed. It is also assumed that construction materials testing will be provided by WSB for the project under a separate contract directly with the City of Prior Lake. Construction materials testing will be completed in accordance with the project specifications and City of Prior Lake standards. In addition to materials testing, WSB will document materials certifications and verify conformity of materials and construction outcomes with MnDOT and City of Prior Lake standards and requirements. Task 9 – Project Closeout (2026 Construction Phase 1) Work under this task includes conducting afinal review of the project with the city and contractor, obtaining record drawing information from field representatives, and preparing final record drawings. We will walk the site with project stakeholders and identify any punch list items that need to be addressed. We will provide a copy of the punch list from the walkthrough and review the items in coordination with the construction observer. Our team will then gather all field information prepared by the contractor, subcontractors, and construction observation staff for use in preparing record drawings. It is assumed that post-construction topographic survey will only be required for new utility structure installations on the reconstruction portions of the project. Deviations from the plan for all remaining construction features will be based on field documentation. This will collectively be used to prepare record drawings in electronic format and provide electronic drawings to the city. Project: Northwood Road Area Street & Utility Improvements – Amendment 1 Page: 8 H:\PLAK\24X135829000\0_Northwood Road Area Street & Utility Improvements\A_Project Management\2_Contracts\Amendments\Amendment 1 - Ph 1&2Final Design & Ph 1 Construction\Submittal 2\135829_Northwoods Area Improvements Proposal Amendment 1_20250811.docx Project Schedule We are committed to following a project schedule that meets the City’s expectations. The project will be completed in three phases, beginning with the 2026 construction seasons and followed by two additional construction seasons that are to be determined. The feasibility study identified the anticipated limits of each phase of construction. Each project phase will be designed and bid out for construction independently. Our proposed schedule will approximately be as follows: Public Improvement Hearing, Authorize Preparation of Plans & Specs, and Amendment 1 Contract Authorization for Phase 1-3 Design Services & Phase 1 Construction Services* August 26, 2025 Phase 1 - Final Design September 2025 – January 2026 Phase 1 - Private Utility Coordination Meeting Fall 2025 Phase 1 - Public Open House 3 (Ph. 1 Final Design) Fall 2025 Phase 1 - Permit Applications December 2025 Phase 1 - Approve Plans and Specifications & Authorize Bidding* December 2025 Phase 1 - Bidding January 2026 Phase 2/3 - Final Design Begins February 2026 Phase 1 - Accept Bids & Call for Public Assessment Hearing* February 2026 Phase 1 - Public Assessment Hearing, Adopt Assessment Roll, & Award Contract* March 2026 Phase 1 – Public Open House 4 (Ph. 1 Construction) Spring 2026 Phase 1 - Construction Spring – Fall 2026 Denotes City Council Meeting The 2027 and tentative 2028 projects will follow a similar schedule to the 2026 project schedule identified above. Final design will be authorized and is anticipated to begin in early 2026, starting with the 2027 project and then moving on to the tentative 2028 project. Each project will have a public open house during final design and again just prior to construction. Each project will have final plans ready for bidding in January of the identified construction year. This will be followed by the associated Public Assessment Hearing, adoption of the final assessment roll, and award of the construction contract prior to construction beginning. Project: Northwood Road Area Street & Utility Improvements – Amendment 1 Page: 9 H:\PLAK\24X135829000\0_Northwood Road Area Street & Utility Improvements\A_Project Management\2_Contracts\Amendments\Amendment 1 - Ph 1&2Final Design & Ph 1 Construction\Submittal 2\135829_Northwoods Area Improvements Proposal Amendment 1_20250811.docx Proposed Fee In accordance with the City of Prior Lake’s project requirements, Bolton & Menk proposes to complete the scope of work as described above for a not to exceed hourly fee of $1,516,412. The original contract amount for the project was in the total amount of $281,500. The attached fee table summarizes the hours and cost breakdown for each major work task item associated with this amendment to add Phase 1, Phase 2, and Phase 3 final design services and Phase 1 construction services. This will bring the total project fee to 1,797,912. Additional services beyond the defined scope can be provided and billed at the associated hourly rates, if requested. Thank you for inviting Bolton & Menk to offer you this proposal, as well as your continued consideration of our services to the City of Prior Lake. Bolton & Menk is committed to delivering exceptional engineering services to the City of Prior Lake. Our experienced team will be dedicated to ensuring the successful completion of this project. We look forward to continuing our work with you and the City on this project. If you have any questions or require further information regarding our amendment proposal, please do not hesitate to contact us. Sincerely, Bolton & Menk, Inc. Brad Fisher, P.E. Principal Engineer cc: Brian Hilgardner, P.E., Principal Engineer City of Prior Lake Northwood Road Area Street & Utility Improvements - Amendment 1 Task No.Work Task Description Pr incipal in Cha rg e Pr oject M a nag er De sig n E ngine er En g inee r ing Te chnicia n Na t ura l Re sou rces We t la nd Specia list Wa ter R esource s Fl oodplain S pe cialist Wa ter R esoruce s De sig n E ngine e r Pu blic E nga gem e nt Co m m unications Pr oj ect M a n ag er Pu blic E nga gem e nt Co m m unications Sp e cialist Wa ter W astew ate r Pr oject M a nag er Wa ter W astew ate r De sig n E ngine er St r uctural Proje ct En gine er Re side nt Pr oje ct Re pre sen ativ e RPR Su pp ort RPR Intern Su rvey M ana ge r Su rve y Te chnicia n Su rve y Cr ew Ad m in Coor dina tion Totals Costs 1.0 Project Management & Coordination Meetings 1.1 Project Kickoff Meeting 0 $0.00 1.2 Feasibility Progress Meetings 0 $0.00 1.3 Design Progress Meetings - Phase 1 (3)12 12 4 28 $4,832.00 1.4 Design Progress Meetings - Phase 2 (3)6 6 4 16 $2,780.00 1.5 Design Progress Meetings - Phase 3 (3)6 6 4 16 $2,780.00 1.6 Design Submittal Meetings - Phase 1 (3)12 12 4 28 $4,832.00 1.7 Design Submittal Meetings - Phase 2 (3)6 6 4 16 $2,780.00 1.8 Design Submittal Meetings - Phase 3 (3)6 6 4 16 $2,780.00 1.9 Utility Coordination Meeting - Phase 1 (1)5 6 11 $1,860.00 1.10 Utility Coordination Meeting - Phase 2 (1)5 6 11 $1,860.00 1.11 Utility Coordination Meeting - Phase 3 (1)5 6 11 $1,860.00 1.12 City Council Meetings (Up to 4)36 16 52 $9,312.00 1.13 Preconstruction Meetings (3)24 9 33 $6,012.00 1.14 Project Management 40 120 160 $32,400.00 Subtotal Hours - Task 1 40 243 82 0 0 0 24 0 0 0 0 0 9 0 0 0 0 0 398 $74,088.00 2.0 Topographic Survey 2.1 Topographic Survey 1 0.5 22 23.5 $4,770.00 2.2 Manhole Reports 0 $0.00 2.3 Base Map Drafting 1 3.5 4.5 $820.00 2.4 Easement Exhibits (Up to 4)10 16 26 $4,932.00 Subtotal Hours - Task 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 20 22 0 54 $10,522.00 3.0 Feasibility Study 3.1 Feasibility Report 12 12 $2,304.00 3.2 Preliminary Geometric Design 10 22 32 $5,220.00 3.3 Fremont Ave Sidewalk Analysis 0 $0.00 3.4 Level II Wetland Delineations 0 $0.00 3.5 Permitting Analysis & PLSLWD Coordination 0 $0.00 3.6 Project Phasing Analysis 6 2 8 $1,452.00 3.7 Preliminary Cost Estimates 12 12 24 $4,104.00 3.8 Preliminary Assessment Rolls & Maps 6 6 12 $2,052.00 Subtotal Hours - Task 3 0 46 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 $15,132.00 4.0 Final Design 4.1 Final Design Plans - Phase 1 36 192 720 640 4 40 1632 $256,184.00 4.2 Final Design Plans - Phase 2 18 128 440 480 4 20 56 1146 $180,276.00 4.3 Final Design Plans - Phase 3 18 128 440 480 4 20 56 1146 $180,276.00 4.4 Lift Station Rehabilitation - Phase 2 2 8 20 120 6 156 $29,904.00 4.5 Lift Station Rehabilitation - Phase 3 2 8 20 120 6 156 $29,904.00 4.6 Storm Sewer Modeling & Stormwater Management - Phase 1 14 90 104 $19,516.00 4.7 Storm Sewer Modeling & Stormwater Management - Phase 2 8 45 53 $9,982.00 4.8 Storm Sewer Modeling & Stormwater Management - Phase 3 8 45 53 $9,982.00 4.9 Contract Documents & Specifications - Phase 1 6 50 18 2 14 90 $15,692.00 4.10 Contract Documents & Specifications - Phase 2 3 35 9 2 2 8 6 10 75 $13,384.00 4.11 Contract Documents & Specifications - Phase 3 3 35 9 2 1 4 3 10 67 $11,840.00 4.12 Submit to City for Review & Approval - Phase 1 15 24 39 $6,480.00 4.13 Submit to City for Review & Approval - Phase 2 10 15 25 $4,170.00 4.14 Submit to City for Review & Approval - Phase 3 10 15 25 $4,170.00 4.15 Prepare Opinion of Probable Construction Costs - Phase 1 4 16 12 12 2 46 $7,948.00 4.16 Prepare Opinion of Probable Construction Costs - Phase 2 2 12 8 6 1 1 2 1 33 $5,868.00 4.17 Prepare Opinion of Probable Construction Costs - Phase 3 2 12 8 6 1 1 2 1 33 $5,868.00 4.18 Prepare Updated Assessment Roll - Phase 1 4 3 4 11 $1,682.00 4.19 Prepare Updated Assessment Roll - Phase 2 4 3 4 11 $1,682.00 4.20 Prepare Updated Assessment Roll - Phase 3 4 3 4 11 $1,682.00 Subtotal Hours - Task 4 96 655 1743 1624 0 42 270 0 0 45 256 123 0 0 0 0 0 58 4912 $796,490.00 5.0 Permitting 5.1 General Permit Submittals - Phase 1 6 6 12 $2,052.00 5.2 General Permit Submittals - Phase 2 6 6 12 $2,052.00 5.3 General Permit Submittals - Phase 3 6 6 12 $2,052.00 5.4 Aquatic Resource Impact Permitting 80 80 $14,560.00 5.5 Threatened and Endangered Species Permitting 10 10 $1,820.00 5.6 TEP Meetings & Additional Requests 14 14 $2,548.00 5.7 Watershed Permit Submittals 14 51 65 $12,418.00 Subtotal Hours - Task 5 0 18 18 0 104 14 51 0 0 0 0 0 0 0 0 0 0 0 205 $37,502.00 Detailed Cost Estimate Bolton & Menk, Inc. Northwood Road Area Street Utility Improvements City of Prior Lake, Minnesota Page 1 City of Prior Lake Northwood Road Area Street & Utility Improvements - Amendment 1 Task No.Work Task Description Pr incipal in Cha rg e Pr oject M a nag er De sig n E ngine er En g inee r ing Te chnicia n Na t ura l Re sou rces We t la nd Specia list Wa ter R esource s Fl oodplain S pe cialist Wa ter R esoruce s De sig n E ngine e r Pu blic E nga gem e nt Co m m unications Pr oj ect M a n ag er Pu blic E nga gem e nt Co m m unications Sp e cialist Wa ter W astew ate r Pr oject M a nag er Wa ter W astew ate r De sig n E ngine er St r uctural Proje ct En gine er Re side nt Pr oje ct Re pre sen ativ e RPR Su pp ort RPR Intern Su rvey M ana ge r Su rve y Te chnicia n Su rve y Cr ew Ad m in Coor dina tion Totals Costs Detailed Cost Estimate Bolton & Menk, Inc. 6.0 Bidding Administration 6.1 Prepare Advertisement for Bids - Phase 1 2 2 4 $684.00 6.2 Prepare Advertisement for Bids - Phase 2 2 1 3 $534.00 6.3 Prepare Advertisement for Bids - Phase 3 2 1 3 $534.00 6.4 Plan Distribution - Phase 1 2 4 6 $848.00 6.5 Plan Distribution - Phase 2 2 4 6 $848.00 6.6 Plan Distribution - Phase 3 2 4 6 $848.00 6.7 Answer Bidders' Questions & Issue Addenda - Phase 1 10 6 16 $2,820.00 6.8 Answer Bidders' Questions & Issue Addenda - Phase 2 6 4 10 $1,752.00 6.9 Answer Bidders' Questions & Issue Addenda - Phase 3 6 4 10 $1,752.00 6.10 Bid Opening & Tabulation - Phase 1 2 6 8 $1,080.00 6.11 Bid Opening & Tabulation - Phase 2 2 6 8 $1,080.00 6.12 Bid Opening & Tabulation - Phase 3 2 6 8 $1,080.00 6.13 Award Recommendation - Phase 1 1 1 2 $426.00 6.14 Award Recommendation - Phase 2 1 1 2 $426.00 6.15 Award Recommendation - Phase 3 1 1 2 $426.00 6.16 Contracts - Phase 1 2 6 8 $1,080.00 6.17 Contracts - Phase 2 2 6 8 $1,080.00 6.18 Contracts - Phase 3 2 6 8 $1,080.00 Subtotal Hours - Task 6 3 49 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 118 $18,378.00 7.0 Public Engagement & Project Communications 7.1 Public Engagement - Feasibility 0 $0.00 7.2 Public Engagement - Phase 1 Design 8 8 16 54 7 93 $13,224.00 7.3 Public Engagement - Phase 2 Design 8 8 16 54 4 90 $12,876.00 7.4 Public Engagement - Phase 3 Design 8 8 16 54 4 90 $12,876.00 7.5 Construction Communications - Phase 1 8 8 97 448 14 575 $78,702.00 7.6 Construction Communications - Phase 2 0 $0.00 7.7 Construction Communications - Phase 3 0 $0.00 Subtotal Hours - Task 7 0 32 32 0 0 0 0 145 610 0 0 0 0 0 0 0 0 29 848 $117,678.00 8.0 Construction Services 8.1 Construction Administration - Phase 1 312 312 $59,904.00 8.2 Construction Administration - Phase 2 0 $0.00 8.3 Construction Administration - Phase 3 0 $0.00 8.4 Field Staking - Phase 1 26 52 272 350 $69,828.00 8.5 Field Staking - Phase 2 0 $0.00 8.6 Field Staking - Phase 3 0 $0.00 8.7 Construction Observation - Phase 1 1560 540 2100 $299,520.00 8.8 Construction Observation - Phase 2 0 $0.00 8.9 Construction Observation - Phase 3 0 $0.00 Subtotal Hours - Task 8 0 312 0 0 0 0 0 0 0 0 0 0 1560 540 26 52 272 0 2762 $429,252.00 9.0 Project Closeout 9.1 Conduct Final Review of Project - Phase 1 6 14 20 $3,336.00 9.2 Conduct Final Review of Project - Phase 2 0 $0.00 9.3 Conduct Final Review of Project - Phase 3 0 $0.00 9.4 Obtain Record Information - Phase 1 6 6 $936.00 9.5 Obtain Record Information - Phase 2 0 $0.00 9.6 Obtain Record Information - Phase 3 0 $0.00 9.7 Record Drawings - Phase 1 4 30 4 4 30 72 $13,098.00 9.8 Record Drawings - Phase 2 0 $0.00 9.9 Record Drawings - Phase 3 0 $0.00 Subtotal Hours - Task 9 0 10 0 0 0 0 0 0 0 0 0 0 50 0 4 4 30 0 98 $17,370.00 Total Hours 139 1365 1935 1624 104 56 345 145 610 45 256 123 1619 540 42 76 324 135 9483 Average Hourly Rate $234.00 $192.00 $150.00 $148.00 $182.00 $224.00 $182.00 $166.00 $130.00 $285.00 $182.00 $177.00 $156.00 $104.00 $218.00 $172.00 $203.00 $116.00 Subtotal $32,526.00 $262,080.00 $290,250.00 $240,352.00 $18,928.00 $12,544.00 $62,790.00 $24,070.00 $79,300.00 $12,825.00 $46,592.00 $21,771.00 $252,564.00 $56,160.00 $9,156.00 $13,072.00 $65,772.00 $15,660.00 Total Base Fee $1,516,412.00 Northwood Road Area Street Utility Improvements City of Prior Lake, Minnesota Page 2