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09.d Engineering Updates 8-20-2024 City of Scandia Engineering Updates 8/20/2024 Engineering italics = old information · 2024 Street Improvement Project  Resident project notices were sent out on November 2nd and posted to the City website.  Geotechnical report from Braun was received on November 7, 2023. Ground Penetration Radar (GPR) seems to be a solid alternative to soil borings on our local street improvement projects.  2nd plan review and meeting held on November 9, 2023 with City Staff and Mike Isensee (CMSCWD)  Anticipated project schedule is as follows: o December 19, 2023  Approve Plans & specifications/Authorize Ad for Bid o January 24, 2024 o Bid Opening o February 20, 2024  Consider Contract Award at City Council Meeting  All permits have been submitted with anticipated approvals throughout December and January.  Bolton & Menk has met with City staff (Kyle and Charlie) to review plans again on November 20th, and December 7th.  CMSCWD was included on the December 7th plan review meeting and discussion, as well as been in contact for project updates throughout November and beginning of December.  Request Approval of Plans/Specifications & Authorize Advertisement for Bid will be on the City Council agenda.  Change Order No. 1 has been prepared and agreed upon with Asphalt Surface Technologies.  The Preconstruction Meeting has been scheduled for April 3rd, at 10:00am.  Astech completed preliminary culvert cleaning on April 5th – 9th.  Astech will complete large tree removal on Saturday April 20th. o Resident notices were delivered on April 9th to all impacted by these tree removals.  Pavement reclamation for Phase 1 is scheduled to begin on April 25th.  Base Paving was completed on Phase 1 the week of May 13th – 17th.  Pipework on Phases 2 and 3 will begin the week of May 20th – 24th.  Basin grading along 196th Street on City property will also begin the week of May 20th – 24th.  All pipe work has been completed for Phase 1, 2, and 3.  Base paving for Phase 2 has been scheduled for the end of next week, June 17th – 21st. o This is dependent on completion of soft spot correction on Phase 2.  Phase 2 had the base layer of pavement placed from June 27th – 29th.  Phase 3 Pavement Reclamation took place from July 1st – 3rd.  Base Paving for Phase 3 has been tentatively scheduled for July 15th – 19th, weather dependent.  Contractor’s Request for Payment No. 3 has been included as a separate agenda item.  Base Paving for Phase 3 was completed between July 25th – 26th.  Wear Paving on Change Order and Phase 1 streets was completed between July 29th – 30th.  Wear Paving on Phase 2 and 3 street was completed between August 7th – 12th.  Shouldering has been scheduled for August 13th – 15th.  Contractor’s Request for Payment No. 4 has been included as a separate agenda item. · 2024 Crack Fill and Seal Coat Project  Project Limits have been reviewed by City staff.  A separate agenda item is being submitted at the March 19th Council Meeting requesting Approval of Plans and Specifications and to Authorize Ad for Bid.  Plans and Specs have been posted and the Bid Opening is scheduled for April 24th, 2024, at 10:00am.  Bids for the 2024 Crack Fill and Seal Coat Project were opened on Wednesday, April 24th.  A recommendation of project award is included as a separate agenda item.  A schedule has not been formally submitted yet; however, Pearson Bros. has told us that construction will take place after July 4th.  Pearson Bros. began hauling rock to stockpile at City Hall on Monday June 24th.  Crack Filling was completed July 1st – 3rd.  Seal Coating began on July 9th and is anticipated to be completed on July 11th.  The first sweeping of excess aggregate will take place the week following completion of seal coating.  Contractor’s Request for Payment No. 1 has been included as a separate agenda item.  The second sweeping of excess aggregate was completed on August 13th and 14th.  A striping schedule has been requested, but not yet submitted by the Contractor.  Contractor’s Request for Payment No. 2 has been included as a separate agenda item. · 2024 Tennis Court Reconstruction Project  Geotechnical research has been completed on Community Center and Barton Johnson Memorial sites. The report is anticipated to be received in early April.  Wetland delineations will be completed in mid/late April. Delineations will require review and approval prior to beginning construction. This will push the project bidding schedule back but will not impact the construction schedule.  Updated Project Schedule is as follows: o Approve Plans & Specifications/Authorize ad for Bid – June 18, 2024. o Bid Opening – July 10, 2024. o Consider Contract Award at City Council Meeting – July 16, 2024.  Geotechnical report was received on March 26th, 2024. o The report soil borings determined that Barton Johson and Community Center Tennis Courts should both be reconstructed with new bases and pavement. Proposed sections have been discussed with City Staff.  Wetland Delineations were collected on Thursday April 11th. o Plan and permitting updates will be completed once delineations have been reviewed and discussed with City Staff.  All permit applications have been submitted with potential approval scheduled for June 14th.  Plans and specifications have been completed. City comments were received and implemented throughout this design process.  Request to approve plans, specifications and authorize ad for bid has been included as a separate agenda item.  Bids for the 2024 Tennis Court Reconstruction Project were opened on Wednesday, July 10th, at 9:00am.  A recommendation of project award is included as a separate agenda item, as well as a copy of the bid plans.  The City Council awarded the Base Bid + Alternate 1 to Veit & Company, Inc. at the August 7th Council workshop.  Change Order No. 1 has been put together and sent to Veit & Company on August 12th.  A preconstruction meeting has been scheduled for Tuesday August 20th at 10am.  Construction will begin after September 9th. · Tii Gavo Development Phase II  Watershed permit has been obtained and grading work began on Tuesday July 11th. BMI will have staff on site for public infrastructure inspections.  The bituminous base layer was paved on 8/17/2023.  Aggregate shouldering was completed on 8/30/2023.  Restoration Punchlist will be created in early April 2024.  Hand auger borings have been scheduled for each of the non-functioning basins along with a grain analysis and hydrometer testing.  Once this revised work has been completed, an updated restoration punchlist will be created and sent to the Contractor.  A request to reduce the Letter of Credit for this development has been included as a separate agenda item.  Plowe Engineering is still waiting to receive the hand auger boring results.  Braun is still completing lab tests on the borings samples collected in June. Once completed, Plowe will begin corrective design in coordination with CMSCWD. · Floodplain Risk Assessment  Watershed District has received notification from the MPCA they did not receive the grant that was applied for.  CMSCWD Board is considering allocating funding for the Risk Assessment in 2024 at their 2024 CMSCWD Budget Workshop.  The draft 2024 CMSCWD budget currently includes funding to address model data gaps for the Big Marine Lake outlet, Carnelian Channel, and Carnelian Creek flowages. This is the first step in a multi-year process to complete the Floodplain Risk Assessment.  Application #3 was not awarded.  Application #4 is due on December 14th, 2023.  The 2024 CMSCWD budget includes funding to address model data gaps for the Big Marine Lake outlet, Carnelian Channel, and Carnelian Creek flowages. This is the first step in a multi-year process to complete the Floodplain Risk Assessment.  Application #4 was not funded.  Application #5 is being prepared for submittal on April 30th, 2024.  Application #5 has been prepared and submitted for the MPCA-Small Communities Planning for SWC Resilience on April 30th, 2024.  When the CMSCWD begins their 2025 budgeting process in July, the board will consider funding the next steps in the planning process, with or without a grant.  A survey of the Big Marine Outlet and channel has already been completed, assessing the conditions of the culverts, and evaluating the existing channel profile. This was an important step to improve the watershed’s model for planning and future maintenance.  A location map for this channel has been provided at the end of this report.  No Update on Application #5 as of July 10th, a verbal update will be brought to council on July 16th.  Application #5 has been selected and the CMSCWD will receive a grant in the amount of $50,000. This will be used to supplement the funds that CMSCWD has already allocated for this assessment in their 2025 draft budget. · Bliss Addition Stormwater Planning  Watershed still working toward 90% plans based on City Staff input received in November 2022.  City and Watershed have completed the MOU.  Watershed/Consultants redesigning project practices after a final utility meet locate identified previously un- marked conflicts.  Due to delays caused by utilities not marked on the initial locate, the CMSCWD will delay construction to 2024. Upon completion of the final plans, submittals will be prepared to the City for their review. CMSCWD anticipates soliciting bids in October 2023.  Revised plans were submitted to the City and review comments were sent back to the Watershed District on January 5, 2024.  Bid Opening was held on April 2nd, 2024 (Abstract of Bid Results at the end of this update).  Council chose to accept the Base Bid for this Project at the April 16th Council Meeting, and award the project to the lowest bidder, Dresel Contracting, Inc.  CMSCWD is currently working with residents on final vegetation selection for this project.  A preconstruction meeting is planned to be scheduled for the week of June 17th – 21st, pending City staff availability.  A preconstruction meeting was held on Tuesday June 25th with the Contractor, EOR, City Staff and Bolton & Menk.  Tree removal will take place in July, with the remainder of the project taking place during September to meet the substantial completion date of September 30th.  Private utility relocation and tree removals were completed during July.  The remaining construction is still scheduled to be completed in September. · Bliss Drainfield System  The final permit has been issued. The assumption is that we’ll end up on Track 2, with required system improvements due to the nitrate issue. Only thing that needs to take place in the next 6 months (February 28, 2022) is for new flow meters to be installed at the system, something we’ll begin working on. At the one year mark (September 1, 2022), we’ll need to have a Facility Evaluation Report drafted to summarize the system’s ability or inability to meet the nitrate limit.  New flow meters were installed by Public Works at the beginning of 2022 and specific flows to the three drainfield cells is now being monitored. Some additional nitrate testing was also performed in August 2022 to provide additional data points and to get an idea of how much nutrient removal is currently taking place through the sand filters.  As of September 1, 2022, the Facility Evaluation Report has been sent to the MPCA. We await their review, but based on the monitoring well samples taken throughout the last year it appears we’ll be on Track 2, with improvements to the system needed to deal with the nitrate issue. Assuming this is the case, the next step will be to complete a full Facility Plan by August of 2023 which evaluates the facility and its performance as a whole and provides options/recommendations for improvements to be made. This is required by Track 2 but is also the next step in obtaining PFA funding for the project.  We met with MPCA on December 16, 2022 to discuss funding options and laid out a schedule to complete a facility plan and apply for Point Source Implementation Grant (PSIG) funding.  City Council authorized work to complete the facility plan on January 4, 2023. Facility plan to be submitted by March 3, 2023. Also, Council authorized BMI to complete permit documents for permit modification due to added treatment for nitrate removal.  Testified at the Capitol on Wednesday, March 1, 2023 requesting funding for the Bliss Wastewater Treatment Facility.  Facility plan has been submitted for the City of Scandia’s Bliss Wastewater Treatment Facility along with and IUP request and PPL application to the Minnesota Public Facilities Authority on Friday, March 3, 2023. As of June 22, the MPCA has issued preliminary approval of this facility plan.  PSIG Funding application was submitted at the end of July (2023). Received follow-up questions from the MPCA and responses were sent at the end of August (2023).  City review period for draft MPCA SDS permit ended on 4/5; the public comment period has begun and will continue through 6/17.  Initial review comments have been received from the MPCA and responses returned.  Depending on multiple other factors, we’ll likely be re-applying for PSIG (Point Source Implementation Grant) by the end of July (deadline), as if obtained this could fund up to 80% of project.  Plans and specifications were submitted for MPCA review at the end of March.  Response has been received on the environmental review of the project and the DNR has identified the site as potential nesting land for Blanding’s Turtles. We are working to address the requirements associated with this in addition to the other revisions.  Comments from the MPCA have been addressed and have been certified by the MPCA as of the end of June.  As of the end of June, the new SDS Permit for the Scandia WW system has been issued. This means that groundwater monitoring well GW 008 now needs to be sealed within 180 days, as that is part of the permit requirements.  Bolton and Menk re-applied for PSIG at the end of July. The PFA has indicated that it’s unlikely that Scandia will be in the fundable range for 2025 given the lack of a bonding bill.  A meeting was conducted between City Staff, Bolton and Menk, and the MPCA on August 14th regarding lack of project funding.  Per that discussion, BMI is drafting a letter to be formally sent by the City, which will explain the situation and all steps that have been taken (and are continuing to be taken) to try and obtain funding to complete this required project. The letter will also request a modification to the permit schedule which would extend the timeline to construct from 2025 to 2026 with the assumption that a bonding bill will be passed which funds PSIG and allows Scandia a realistic path to obtaining this funding.  The MPCA appears to be open to this process as a viable path forward. Ultimately if this is approved, we will re-apply for both the CWRF and PSIG programs in 2025 with the goal of being funded for construction in 2026. · Highway 243 Osceola Bridge  Project website: http://www.dot.state.mn.us/metro/projects/hwy243osceola/index.html  Public Meeting scheduled for May 10, 2023, 5:00pm-7:00pm at the Osceola Village Board Room  Schedule: o Environmental documentation and preliminary design: 2022 through 2024 o Final design: 2024 through 2026 o Anticipated construction: 2026 through 2029 · The bridge is anticipated to be closed sometime in 2027 through 2028. The duration of this closure is being considered during alternative detour evaluations. o Restoration and project completion in 2029.  Project website has been updated with a location plan showing the extents of the work. The project will span the distance between TH 95 and TH 35.  Traffic Impacts are currently under review, and potential detour plans are being developed. o See the project website for up-to-date figures. Denise Workcuff Dmitry Tomasevich Communications and Engagement Project manager denise.workcuff@state.mn.us dmitry.tomasevich@state.mn.us 651-775-0025 651-245-4406 · Gateway Trail / County Road 52  Survey update o Topo survey was completed on November 7th, 2023.  Soil Boring update o AET submitted the lowest bid at $21,382.00 to perform this work and had the soonest drill rig availability. o AET has been authorized to complete soil boring and hand auger boring work on 11/10/2023. o Soil Borings are scheduled to be completed within 8-10 weeks, with a report coming a few weeks after completion of field work (Braun was at least a month behind this schedule and came in at $24,735.00). Hand Auger Borings in off street locations will be completed earlier prior to snowfall. o AET has been instructed not to begin any work on site until after December 19th. Once approval has been received, AET will begin hand auger borings (HABs) and then drill rig soil borings (SBs) a few weeks after.  AET began collecting hand auger borings (HABs) from December 22nd - 26th, and soil borings on December 26th - 29th.  A Geotechnical report is anticipated to be received the week of 3/18 - 3/22.  Figures/layouts are being created to discuss with City staff on 3/19.  DNR comments have been received and are being implemented into the figures/layouts.  County comments have been received and are being implemented into design for discussion at the June monthly design review meeting.  The next design review meeting with City Staff, County and the DNR is scheduled for Tuesday, June 18th at 1:00pm.  Our anticipated project design timeline is as follows: o 30% Plans in August o 60% Plans in September o 90% Plans in November o County ROW/Easement acquisition from November 2024-November 2025  30% Plans have been compiled to be discussed with City Staff, Washington County, and the DNR at the August 20th monthly meeting. E-D E- D E E E E E OC OC O C O C O C OC OC OC O C C C C C C OC OC C 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-DC G- D G - D G - D G - D G - D G - D G - D G - D G- D G- D G-D G-D G-D G-D F - D F- D F- D F-DF-D F - D F-D F-D F-D F - D F - D F - D F-D F-D F - D F - D F - D F - D F - D F- D G- D G-D G-D G-D G-D G-D G-D G-D G - D G - D G- D G- D G - D G - D G - D G - D F - D OE OE OE OE OE O E OE OE OE O E OE O E O E OE OE OE O E O E O E OE OE OE OE OE OE OE OE OE OE OE OE OE 185TH STREET N 190TH STREET N 189TH S T R E E T N 187TH S T R E E T N MA N N I N G T R A I L N LA N G L Y A V E N U E N L A N G L Y C O U R T N L A N G L Y A V E N U E N L A M A R A V E N U E N 186TH STREET N 185TH STREET N PROJECT LOCATION BIG MARINE LAKE WHITE ROCK LAKE KI R K A V E N U E N 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 0 N 1 1 3 1 8 7 6 \ C A D \ C 3 D \ 1 3 1 8 7 6 G 2 0 1 . d w g 4/ 8 / 2 0 2 4 3 : 3 9 : 3 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2024 STREET IMPROVEMENT PROJECT 0N1.131876 0 BID 12/19/2023 1 ADD 1/9/2024 2 CO 1 3/19/2024 DATELIC. NO. 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. RYAN GOODMAN 46664 12/19/2023 ICB ICB CAQ G2.01GENERAL LOCATION PLAN - PHASE 1 FEETSCALE 0 200 400 HORZ. NOTES: 1.PHASE 1 1.1.LANGLY AVENUE N 1.2.LANGLY COURT N 1.3.KIRK AVENUE N 1.4.185TH STREET N 1.5.186TH STREET N 1.6.LAMAR AVENUE N 2.PHASE 2 2.1.205TH STREET N 2.2.196TH STREET N 2.3.LAKAMAGA TRAIL N (MEADOWRIDGE LANE N TO WEST END) 2.4.MAXWILL AVENUE N 3.PHASE 3 3.1.LAKAMAGA TRAIL N (MEADOWRIDGE LANE N TO EAST) 3.2.195TH STREET N 3.3.MAYBERRY TRAIL N 4.CONTRACTOR MAY SUBMIT ALTERNATIVE SCHEDULE/PHASING TO ENGINEER FOR REVIEW. 5.SEE SHEET G2.03 AND PROJECT MANUAL FOR SPECIFIED HAUL ROUTES. PHASE 1 2 R PPPP OU C C C C G G G G E U P P P C E- D E- D E- D E- D E- D E - D E- D E- D E-D E-D E-D E-D E-D E- D E- D E- D E-D E- D E- D E - D E- D E- D E-D E- D E- D E- D E- D E- D E-D E-D E- D E-D E-D E- D E - D E - D E- D E-D E - D E- D E-D E E- D E- D E-D E-D E-D E-D E-D E-D E-D E- D E E E E E E E C 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 C - D C - D C - D C- D C- D C- D C- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G- D G-D G-D G-D G-D G-D G-D G-D G- D G- D G-D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G - D G-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F- D F- D F- D F- D F-D F- D F - D F- D F- D F- D F- D F- D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F-D F-D F- D F- D F- D F- D F - D F - D F - D F - D F - D F-D F- D F- D F-D F-D F-D F-D F- D F-D F-D F- D F-D OE OE OE OE OE OE OE OE OE OE 205T H S T R E E T N NE W G A T E AV E N U E N OL I N D A T R A I L (C S A H 3 ) MAYBERRY TRAIL N M E A D O W R I D G E L A N E N LAKAMAGA TRAIL N 196TH S T R E E T N 195TH STREET N MA X W I L L A V E N U E N 205TH STREET N M A Y B E R R Y T R A I L N BIG MARINE LAKE PROJECT LOCATION 3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 0 N 1 1 3 1 8 7 6 \ C A D \ C 3 D \ 1 3 1 8 7 6 G 2 0 1 . d w g 4/ 8 / 2 0 2 4 3 : 3 9 : 4 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2024 STREET IMPROVEMENT PROJECT 0N1.131876 0 BID 12/19/2023 1 ADD 1/9/2024 2 CO 1 3/19/2024 DATELIC. NO. 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. RYAN GOODMAN 46664 12/19/2023 ICB ICB CAQ G2.02GENERAL LOCATION PLAN - PHASE 2 AND 3 R PHASE 2 PHASE 3 FEETSCALE 0 400 800 HORZ. NOTES: 1.PHASE 1 1.1.LANGLY AVENUE N 1.2.LANGLY COURT N 1.3.KIRK AVENUE N 1.4.185TH STREET N 1.5.186TH STREET N 1.6.LAMAR AVENUE N 2.PHASE 2 2.1.205TH STREET N 2.2.196TH STREET N 2.3.LAKAMAGA TRAIL N (MEADOWRIDGE LANE N TO WEST END) 2.4.MAXWILL AVENUE N 3.PHASE 3 3.1.LAKAMAGA TRAIL N (MEADOWRIDGE LANE N TO EAST) 3.2.195TH STREET N 3.3.MAYBERRY TRAIL N 4.CONTRACTOR MAY SUBMIT ALTERNATIVE SCHEDULE/PHASING TO ENGINEER FOR REVIEW. 5.SEE SHEET G2.03 AND PROJECT MANUAL FOR SPECIFIED HAUL ROUTES. BIG MA N N I N G T R N LAKE MARINE M A Y B E R R Y T R A I L N MA X W I L L A V E N OLI N D A T R A I L STATE HWY 97 CS H A 1 5 O A K H I L L R D N L O F T O N A V E . N . HW Y . 9 5 C O R D 5 2 ST . C R O I X R I V E R CS A H 3 HW Y 9 5 220th ST N RA I L R O A D ST . C R O I X R I V E R RA I L R O A D LAKE MANNING WHITE LAKE ROCK LAKE BONE NIELSEN LAKE LAKE GERMAN LAKE SYLVAN LAKE SEA LAKE GOOSE LAKE FISH B A Y M A R I N E LAKE LONG LAKE HAY LAKE SAND LA K E AL I C E 230th ST N SCANDIA TR NSCANDIA TR N SCANDIA TR N STATE HWY 97 STATE HWY 97 LO F T O N A V E N KI R K AV E N KI R K A V E N 220th ST N CS A H 1 5 CO R D 9 1 MA N N I N G T R . N . M E L A N I E T R N 228th ST N MA L L A R D AV E ME A D O W B R O O K A V E N 230th ST N 236th ST N OAKHILL R D N MO R G A N AV E N 236th ST N ST N 2 3 7 t h NOV A K A V E N NO L A N A V E N OL D F I E L D A V E N OR E N R D N OL D F I E L D A V E N ST . C R O I X T R N ST . C R O I X T R N OAKHILL R D N OX B O R O A V E N 202nd ST N OR W E L L A V E N 197th ST ORW E L L CT O L D M A R I N E OL I N D A T R N CS A H 3 188 t h S T N NO R E L L AV E N 18 2 n d ST N181st ST N MAPLE ST MA R G O AV E N NE W G A T E A V E N 185th ST NOA K G R E E N AV E N CSA H 3 OL D M A R I N E T R N A V E N P A R A D E OLD MA R I N E TR N QU A N T A V E N CO RD 4 OSTRUM TR LAK A M A G A 196th ST N TRA I L 20 5 t h ST N CO RD 50 192nd ST N ME A D O W B R O O K A V E . N . MAYBERRY TRAIL N 195th ST N 209TH CITY HALL PO M R O Y A V E N PE A B O D Y TR N PIL A R R D N PILAR RD N N O L A N A V E N OZ A R K A V E 199th ST N PARKV I E W L N 218th ST. N. 239th S T N NO V A K A V E . N . PO M R O Y AV E N U E N PI C K E T T AV E N U E N MANNING TR, CT, CR 228th ST N 191st ST N 185th ST N 202nd ST N KI R B Y A V E N 213th S T N 215th ST N 216th ST N 217th ST. N. PE N R O S E AV E N U E N 215th ST N PE N N F I E L D AV E N P A R R I S H R O A D N . OLI N D A L N N 209th ST N O D E L L MEADOWBROOK CIR PAR I S A V E N ODE L L C T N E W B E R R Y A V E KIRK CT 207th ST N KI R K L A N G L E Y 180th ST N OZARK CT 209TH S T N OR E N 213th 214thOLAN D AVE OL G I L V I E A V E N 223rd ST N PE R K I N S AV E N 209th ST NQU A D R A N T AV E N Q U A L I T Y T R N 20 5 t h C T N 197th ST N OX B O R O L N OST R U M PAR K V I E W A V E 1 9 7 t h L O F T O N C T OR L O D R . 238th ST N 235th ST N AV E N OXBORO CIR 213TH QU I N E L L A V E N 232nd ST N 190th 189th LA R K S P U R A V E N LA Y T O N A V E . N 187th L A M A R 192nd 186th QU E N T I N A V E N QU A R R Y A V E N 235th ST N ST N OAK H I L L CT. N . NEWBERRY CT L O F T O N A V E N TR N 205t h ST N LAK A M A G A TRAIL N MEADOWRIDGE CIR N MEADOWRIDGE LANE CIR N MEADOWRIDGE LANE N MEADOWRIDGE TRAIL N ROUTE AND SEAL/SEAL COAT DOUBLE YELLOW STRIPE LEGEND OL I N D A T R A I L CITY HALL PUBLIC WORKS PROPOSED AGGREGATE STOCKPILE LOCATION SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 0 N 1 1 3 3 7 5 3 \ C A D \ C 3 D \ 1 3 3 7 5 3 _ G _ 0 0 1 . d w g 3/ 4 / 2 0 2 4 2 : 4 0 : 5 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA 2024 CRACK FILL AND SEAL COAT PROEJCT 0N1.133753 0 BID 3/19/2024 DATELIC. NO. 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. ISIAH C. BUBANY 61842 03/19/2024 ICB TCJ CAQ 3507 HIGH POINT DRIVE NORTH, BLDG. 1 SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R R 2024 APPROXIMATE SEAL COAT AREA LENGTH (FT)WIDTH (FT)AREA (SY) KIRK AVE 3100 24 8267 230TH ST 2900 24 7733 MALLARD AVE 1250 24 3333 228TH ST 3900 24 10400 MELANIE TRL 1400 22 3422 MEADOWNBROOK AVE (N)3750 22 9167 OAKHILL RD 12570 24 33520 OLDFIELD AVE 2450 24 6533 OREN AVE 4620 24 12320 209TH ST 790 24 2107 205TH ST 7890 24 21040 MAYBERRY TRL/LOFTON AVE 8500 24 22667 MEADOWBROK AVE (S)2040 22 4987 MAYBERRY TRL 9200 24 24533 OLD MARINE TRL 6280 24 16747 195TH ST 670 22 1638 ORWELL AVE 2950 24 7867 ORWELL CT 1130 22 2762 OXBORO AVE 7285 22 17808 199TH ST 5190 22 12687 TOTAL 229537 DOUBLE YELLOW STRIPING 64,225 LF GO.O1 LOCATION PLAN