--- ## title: Tagged PDF date: D:20260529165336+00'00' --- ## Agenda Page 1 ## WORK SESSION ## Review Applications Downtown MasterPlan & ## Library Design Task Forces ## 5:30 – 7:00 PM ## AGENDA ## CHASKA CITY COUNCIL ## CHASKA CITY HALL - COUNCIL CHAMBERS & ZOOM Monday, June 1, 2026 ## 7:00 PM 1. Call to Order 2. Pledge of Allegiance ## 3. Roll Call ## 4. Adopt Agenda ## 5. Visitor Presentation ## 5.A. Growth Through Opportunity Swearing In Ceremony ## 6. Approve Previous Meeting Minutes 6.A. Meeting Minutes 05/18/2026 ## 7. Consent Items ## 7.A. Adopt Resolution 2026-48 Approving Plans/Specifications and Authoring ## Bids 2026 Street & Utility Reconstruction Project ## 7.B. Adopt Resolution 2026-49 — Approving 2026 Performance Measures 7.C. Adopt Resolution 2026-50 Authorizing the Feasibility Study for the SE ## Collector in SW Area - Savanna Way 7.D. Approve Temporary On-Sale Liquor License - Flags and Honor of MN ## 8. Action Items 9. Bills ## 9.A. Accounts Payable Claims Roster 06-01-2026 ## 10. Other Business ## 10.A. City Administrator's Report Page 1 of 107 ## Agenda Page 2 10.A.i. Biweekly 06-01-2026 10.B. Financial Reports as of 3/31/2026 10.C. Q4 - 2025 Investment Report 10.D. Q1 - 2026 Investment Report 11. Adjourn Page 2 of 107 ## DRAFT ## - MINUTES - ## CHASKA CITY COUNCIL ## MAY 18, 2026 1. Call to Order The meeting was called to order by Mayor Hubbard at 7:00 p.m. 2. Pledge of Allegiance ## 3. Roll Call Roll call was taken. Present: Mayor Hubbard and Councilmembers Sheveland, Grau, Benesh, and Hatfield. Also Present: Matt Podhradsky, City Administrator; Elise Durbin, Assistant City Administrator; Matt Clark, City Engineer; Alex Mollenkamp, Assistant City Engineer; and Christophe Morschen, City Attorney. 4. Adopt the Agenda City Administrator Podhradsky noted that item 8.A. Public Improvement Hearing and Scheduling the Assessment Hearing for the 2026 Street & Utility Reconstruction Project was a recent addition to the agenda. Motion by Councilmember Hatfield, second by Councilmember Sheveland to adopt the agenda as presented. Motion carried. ## 5. Visitor Presentation Libby Fairchild of 2678 Shadow Wood Court, Chaska, Minnesota, noted that this month is Poppy Month. Last weekend, they were available at the VFW, and this weekend, they will be available at the American Legion. Staff does not sell them, but will take donations that are used for veteran services. Ms. Fairchild explained that after the Civil War, women began decorating the graves of fallen soldiers, and in 1865, the federal government began creating military cemeteries for the Union dead. Memorial Day was previously known as Decoration Day for many years. Memorial Day was merged with the wearing of poppies in 1915 after the publication of the poem "In Flanders Fields" by Lieutenant Colonel John McCrae, about poppies growing among the graves in the cemetery, and the poppy quickly became a symbol of the fallen military. Mayor Hubbard read aloud a proclamation in declaration of the recognition of Chaska American Legion Auxiliary Unit 57 on May 23, 24, and 25, 2026, as Poppy Days. Mayor Hubbard asked the Scout members in the audience to come up and introduce themselves and list their favorite things about the Scouts. Logan of the Chaska Scouts noted his favorite thing about the Scouts is hanging out with friends, camping, and working towards merit badges. Page 3 of 107 ## MINUTES-CHASKA CITY COUNCIL May 18, 2026 PAGE 2 DRAFT Evelyn of the Chaska Scouts noted her favorite thing about the Scouts is going camping, the friendships, and the opportunities. Grayson Boer of Chanhassen added that his favorite thing about the Scouts is the skills he has learned. Ms. Fairchild noted that the Beyond the Yellow Ribbon of Chaska has ceased operations, because there were only five volunteers and the work they were doing was not aligning with the mission of Beyond the Yellow Ribbon. The volunteers were hand-writing holiday cards to go to all the Veterans' homes, and sponsoring a golf tournament with proceeds going to veterans. The purpose of Beyond the Yellow Ribbon is to help service people, and Carver County has the Veterans Council that is doing all of the things that the Chaska chapter should have been doing for Beyond the Yellow Ribbon. Mayor Hubbard added that it is good to know that the county is taking over, but it is sad to hear the Chaska group is disbanding. ## 6. Approve Previous Meeting Minutes ## 6.A. Approve the May 4, 2026 City Council Meeting Minutes Motion by Councilmember Benesh, second by Councilmember Grau to approve the minutes of the May 4, 2026, City Council meeting. Motion carried. ## 7. Consent Agenda Motion by Councilmember Hatfield, second by Councilmember Sheveland to approve the ## Consent Agenda Items A through L: A. Adopt Resolution No. 2026-38 Awarding Bid for Circuit Breaker at West Creek Substation Motion to adopt a Resolution 2026-38, awarding the bid for the 115 kV SF6 Circuit Breaker at the West Creek Substation to Siemens, in the low bid total amount of $131,105.00. B. Approve Temporary Liquor Licenses for Southwest Metro Chamber of Commerce Motion to approve Temporary On-Sale Intoxicating License TW.26-4 and 3.2% Malt Liquor License 32.26-01 for the SouthWest Metro Chamber of Commerce at the Taste of Chaska event, as previously approved. ## C. Approve On-Sale Wine license for Chaska Thai Restaurant Motion to approve an On-Sale Wine license for Chaska Sushi and Thai Restaurant LLC, DBA Chaska Thai Restaurant, located at 2 River Bend Pl, Chaska. D. Adopt Resolution No. 2026-39, 2026-40, and 2026-41, Authorizing funding applications for CSAH 44 Corridor Improvements and US 212 Interchange upgrades through the Regional Solicitation Program, Highway Safety Improvement Program, and Local ## Partnership Program D.i. Resolution No. 2026-39, authorizing and supporting the City of Chaska’s application to ## the 2026 Regional Solicitation Program Motion to adopt Resolution No. 2026-39, approving the submission of the CSAH 44 Improvement Project to the 2026 Regional Solicitation and Highway Safety Improvement (HSIP) programs. Page 4 of 107 ## MINUTES-CHASKA CITY COUNCIL May 18, 2026 PAGE 3 DRAFT D.ii. Resolution No. 2026-40, authorizing and supporting the City of Chaska’s application to ## the 2026 Highway State Improvement Program Motion to adopt Resolution No. 2026-40, approving the submission of the CSAH 44 Improvement Project to the 2026 Regional Solicitation and Highway Safety Improvement (HSIP) programs. D.iii. Resolution No. 2026-41, authorizing and supporting the City of Chaska’s application to ## the FY2028 Local Partnership Program Motion to adopt Resolution No. 2026-41, CSAH 44, and US 212 Interchange South ramps project to the FY 2028 Metro Local Partnership Program. E. Adopt Resolution No. 2026-42, approving Construction Plans and Authorizing Bids for ## CSAH 61 Sewer Extension Motion to adopt Resolution No. 2026-42 to approve the plans and specifications and authorize city engineer to solicit bids for the CSAH 61 sanitary sewer utility project. F. Adopt Resolution No. 2026-43, approving the final plat for Firefly Acres/Jenn & Scott Schlauderoff/PC #2026-10 Motion to adopt Resolution No. 2026-43 approving the final plat for Firefly Acres (PC #2026- 10). G. Adopt Ordinance No. 1079, approving the Zoning Ordinance Amendment (ZOA) to PMD- 21/Amcon/PC #2026-09 Motion to adopt Ordinance No. 1079 repealing and replacing Ordinance No. 1017 (PMD-21). H. Adopt Ordinance No. 1080, approving the Zoning Ordinance Amendment (ZOA) to PCD- 18/City of Chaska/PC #2026-11 Motion to adopt Ordinance No. 1080 approving the Zoning Ordinance Amendment to ## PCD-18. I. Adopt Resolution No. 2026-44, approving Plans and Specifications and Authorizing bids ## for the City Hall Plaza Project Motion to adopt Resolution No. 2026-44 to approve the plans and specifications and authorize city engineer to solicit bids for the City Hall Plaza Improvement project. J. Adopt Resolution No. 2026-45, approving City Bridge L9466 removal for Third Street ## East Motion to adopt Resolution No. 2026-45, approving the request to the State to secure bridge bond funds for removal of Bridge L4966. K. Approve On-Sale intoxicating and Sunday Sale Licenses for the Copperfield Motion to approve an On-Sale Intoxicating and Sunday Sale licenses for The Copperfield Inc., DBA The Copperfield, located at 3210 Chaska Blvd, Chaska. L. Adopt Resolution No. 2026-46, approving settlement agreement – Kruses Motion to adopt Resolution 2026-46 approving a Settlement and Release and Easement Agreement with Daniel and Suzanne Kruse. Mayor Hubbard noted that she is excited to see the City Hall Plaza Project getting underway. Councilmember Grau added that there is a giant hole outside of the City Hall Plaza project covered by a cone, which is a good reminder of why the project is moving forward. Mayor Hubbard agreed and stated that this project is very much needed. Mayor Hubbard added that the bridge replacement is also very needed and thanked City Staff for putting that bond request together for that project. The project was estimated to cost $2.73 Page 5 of 107 ## MINUTES-CHASKA CITY COUNCIL May 18, 2026 PAGE 4 DRAFT million, but after funding from the state and the bond request, it will only cost $238,500, which is a huge difference. City Administrator Podhradsky added that the City has replaced a lot of bridges, and the state covers the bridge costs, and the City pays for the approach costs. Motion carried. ## 8. Action Items 8.A. Public Improvement Hearing and Scheduling the Assessment Hearing for the 2026 Street ## & Utility Reconstruction Project City Administrator Podhradsky introduced Assistant City Engineer Alex Mollenkamp to present this item to the Council. City Engineer Matt Clark added that he wanted to apologize for this last-minute add-on to the agenda, and noted it is a result of his not hitting send on an email. All of the residents who are impacted by this project have received notice, and Ms. Mollenkamp has been meeting with residents over the last few weeks, discussing the bridge. Tonight's meeting is about accomplishing part of the improvement hearing and rehashing what was discussed at the last meeting. Mayor Hubbard asked if the hearing was happening at tonight’s meeting. City Administrator Podhradsky noted that this is the improvement hearing, and the assessment hearing will have to be scheduled by the Council. Ms. Mollenkamp presented the item to the Council. Mr. Clark highlighted project costs to the Council. Councilmember Grau asked who would mow and maintain the grass on the easement. Mr. Clark stated the City will have rights to maintain the piping in the channel, but it will be up to the property owners how to maintain the easement. Councilmember Grau added that a lot of the residents have fences that they may choose to keep or take down because they will have more space, but it makes sense for them to have a fence there at this moment in time. Mr. Clark noted that the Council needs to open the Improvement Hearing to hear any public comments. Mayor Hubbard opened the Public Hearing at 7:24 p.m. Chaska Scout Grayson asked if the City had to purchase the easement. Mr. Clark answered that the easements in this case are owned by the residents, and the City is upgrading that portion of the residents' property, and in the end, the City will have the ability to maintain the new system that is going into the residents' yard. Page 6 of 107 ## MINUTES-CHASKA CITY COUNCIL May 18, 2026 PAGE 5 DRAFT City Administrator Podhradsky added that this will create more usable lawn for the residents, which is sort of considered compensation in that way. The City did something similar on Third Street to the west of Hickory Street, where a pipe was installed, and it is now a nice lawn area. Mayor Hubbard added that the assessments for all of the downtown reconstruction of the roads have been the same amount, and the easement part is not really a factor in that component. Mayor Hubbard closed the Public Hearing at 7:27 p.m. City Administrator Podhradsky asked Ms. Mollenkamp to show the slide of the whole downtown area, and noted that the only streets left to be reconstructed are the ones around the City Square west block and the City Square Park. The City Square Park has been a construction issue because of the sensitive archaeological issues there. Mayor Hubbard added that this was a necessity because of the age of the roads, and it has been a journey for both the residents and the City Staff. City Administrator Podhradsky stated it has been neat to see residents reinvest back into their properties along the roads that have been reconstructed. Motion by Councilmember Hatfield, second by Councilmember Benesh to Approve Resolution No. 2026-47, Scheduling the Assessment Hearing to be held on June 15th for the 2026 Street & Utility Reconstruction Project. Motion carried. 9. Bills ## 9.A. Accounts Payable Claims Roster 05-18-2026 Mayor Hubbard asked about the Lions and Rotary trees, and if the City pays for the trees and the Rotary finds the labor. City Administrator Podhradsky stated that the City purchases all the trees, and the Rotary and Lions reimburse the City. Motion by Councilmember Sheveland, second by Councilmember Benesh to approve the bills as presented. Roll call was taken. Voting aye: Councilmembers Hatfield, Benesh, Sheveland, Grau, ## and Mayor Hubbard. Voting nay: None Motion carried. ## 12. Other Business ## City Administrator Podhradsky: • Shared that the City received bonding money back in 2024, for the City Square West project, but has been unsuccessful in the past at getting the additional dollars necessary to finish the project. This year, City Staff took a different approach and went in for a bonding request and a tax increment financing (TIF) district extension of 10 years. The bonding request was not approved, but the TIF legislation did get included in the tax bill. The process is not over, but if completed, the City is very close to making that project a reality. The county and the school district know this is a high-priority project Page 7 of 107 ## MINUTES-CHASKA CITY COUNCIL May 18, 2026 PAGE 6 DRAFT for the City, and it will involve a conversation with them to try to get this project done. The TIF dollars would be received upfront, and the tax increment each year would be used to pay the debt service. The intent is to put the City in a position financially to start working on this project next summer. • Shared that KPMG, which is the Women's PGA Championship, is coming to Chaska on June 25 at Hazeltine National Golf Club. • Shared that there was language in the tax bill to help attract the PGA to bring additional major tournaments to Chaska. ## Councilmember Grau: • Shared that the bi-weekly Farmer’s Market starts June 11 every Thursday through the summer in the paseo on the east side of Highway 41. • Shared that Monday, May 25, the Memorial Day ceremony will be held at the VFW and the American Legion at Veterans' Park at 10:00 a.m., and a short parade will be held before the ceremony. ## Councilmember Sheveland: • Encouraged residents to join the Library Task Force. ## Councilmember Benesh: • Reminded residents to be safe over Memorial Day Weekend and drivers to be cautious of extra foot and bike traffic. ## Councilmember Hatfield: • Recapped the Rust and Luster grand opening. • Recapped Taste of Chaska last weekend. • Shared her condolences with the family members of the person who tragically passed away after a drowning accident in the river over the weekend, and thanked Public Safety for their quick response time. • Shared that the donations made for poppies make up a large portion of the budget for helping Veterans each year, and those donations stay in the community. ## Mayor Hubbard: • Recapped the Taste of Chaska event. • Shared condolences to the family members of the person who passed away. She thanked the Public Safety agencies that responded and were able to recover the victim from the river so the family could have closure. • Shared that she watched a disconnect day at the Utility building, and it was not fun, but it was necessary. She thanked the Utility Billing Department for having great interactions with community members over really tough situations, and directing residents to resources to best help them. • Recapped the Cub Scouts Bike Rodeo she attended last week. • Shared that the Library Task Force and the Downtown Master Plan Revamped Task Force are looking for residents to apply and join. • Shared that KPMG is upcoming, as well as Chaska Rocks Music Fest later in June. Page 8 of 107 ## MINUTES-CHASKA CITY COUNCIL May 18, 2026 PAGE 7 DRAFT • Thanked Representative Rehm and Senator Coleman, lobbyists, and City Staff for helping with the bonding tour and getting the hearings for the TIF extension to make that happen for Chaska. • Shared that the next Council meeting is on June 1, and she will be absent. ## 12.A. City Administrator's Report 12.A.i. Bi-Weekly Report 05-18-2026 13. Adjourn Motion by Councilmember Sheveland, second by Councilmember Benesh to adjourn the meeting at 7:50 p.m. Motion carried. Page 9 of 107 ## Subject: Approving Plans and Specifications and Authorizing Bids for the ## 2026 Street & Utility Reconstruction Project ## Prepared By: Matt Clark, City Engineer This year’s streets in downtown scheduled for reconstruction include the blocks shown in red on the attached map. The planned improvements are consistent with past projects in the downtown area that include replacement of sanitary sewer, water main, utility services, storm sewer, concrete curb, street, sidewalk and boulevard restoration. The construction plans have also been shared for consideration with the project. The action item this evening is for Council to approve the construction documents and authorize bids to keep the project on schedule for construction this summer. ## CITY COUNCIL ACTION REQUESTED Motion to Approve Resolution No. 2026-48, Approving Plans and Specifications and Authorizing city staff to solicit bids for the 2026 Street & Utility Reconstruction Project. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 6/1/2026 Page 10 of 107 ## CITY OF CHASKA ## CARVER COUNTY, MINNESOTA ## RESOLUTION ## DATE _____6/1/2026____ RESOLUTION NO. 2026-48 ______ ## MOTION BY COUNCILMEMBER ____ ______ SECOND BY COUNCILMEMBER __ ___ ## A Resolution Approving the Plans & Specifications and Authorizing Bids ## for the 2026 Downtown Street and Utility Improvement Project WHEREAS, pursuant to City Council authorization, the City Engineer has prepared plans and ## specifications for 2026 Downtown Street and Utility Improvement Project; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Chaska, Minnesota, does hereby approve: 1. Such plans and specifications as prepared by Stantec Engineering, copies of which are attached hereto and made a part hereof; 2. The City Clerk shall prepare and cause to be published in the Waconia Patriot an advertisement for bids upon the making of such improvements under such approved plans and specifications. Said bid process shall adhere to all provisions of State Statute. Passed and adopted by the City Council of the City of Chaska, Minnesota, this 1st day of June 2026. ## Jon Grau, Mayor ProTem Attest: ____________________________________ ## Deputy Clerk Page 11 of 107 ## FLAG 313 ## 313G ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P Co.Rd.61 / CHASKA BLVD. ## THIRD ## PINE ## SECOND ## HICKORY ## SPRUCE ## FIRST ## ST ## ST ## FIFTH ## WEST THIRD ST ## ELM ## ST ## CEDAR ## ST 401 407 408 313 412 561 417 508 511 460 571 307 421 422 501 507 222 507 210 206 512 ## 309G ## 323G ## 322G ## 207G ## GARAGE ## GARAGE ## GARAGE 207 215 322 216 220 401 323 309 ## GARAGE 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 206 418 120 ## GARAGE ## GARAGE ## GARAGE ## GARAGE ## GARAGE 205 201 125 119 ## GARAGE 112 103 600 ## GARAGE 520 516 512 115 112 110 506 103 521 519 112 108 115 ## GARAGE 422 416 105 415 411 ## GARAGE 308 322 101 209 205 215 116 121 500 108 116 120 124 128 ## GARAGE ## GARAGE ## GARAGE ## GARAGE ## GARAGE ## GARAGE 123 119 115 111 107 504 508 512 518 524 207 215 217 208 107 115 117 301 309 300 209 211 217 221 316 320 208 212 216 201 205 209 416 315 321 111 119 303 ## 303G 215 ## 205G ## 201G ## 316G ## 208G ## 212G ## 220G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G 307 311 315 ## 315G ## 311G ## 307G 316 312 ## 312G 312 ## SHED 308 ## 308G 222 ## 222G ## 217G ## 211G ## 209G ## 300G ## 221G 218 218 ## SHED 218 ## SHED ## 317G ## 311G ## 307G 200 ## 223G ## 217G 311 ## 301G ## 309G 1002000 ## Horizontal Scale In Feet Plot Date: 01/21/2026 - 1:19pmDrawing name: C:\Users\ndrews\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\2026 MasterPlan\193800229XSNO-Master Street Lyt.dwg Xrefs:, 193800229TOPO, 92address_numbers, 193800229XSPL ## DATE:PROJ. NO.: ## PROJECT LOCATION ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 01/21/2026 ## FIGURE:NO. 1 193807606 ## PROJECT ## LOCATION Page 12 of 107 ## ST ## FIFTH ## FOURTH ## ST ## ST ## THIRD ## SECOND ## CREEK ROAD ## VICTORIA DRIVE ## CROSSTOWN BLVD ## C S A H 61 ## ST ## FIRST ## SIXTH ## ST ## STOUGHTON ## BEECH ## WALNUT ## AVE ## ST ## CHESTNUT ## ST ## MAPLE ## ST ## ST ## ST ## STH 41 ## ST ## PINE ## HICKORY ## YELLOW ## BRICK ## RD ## ASH ## OAK ## ST ## CITY OF CHASKA ## CHASKA, MINNESOTA ## PROJECT ## LOCATION ## N ## CITY HALL ## VICINITY MAP 0500'1000' ## SHEET NO.DESCRIPTION ## SHEET INDEX ## G0.01 ## TITLE SHEET, LOCATION PLAN, SHEET INDEX ## G0.02PLAN LEGEND ## C0.01EXISTING CONDITIONS AND REMOVALS ## C1.01TYPICAL SECTIONS ## C2.01EROSION CONTROL & TURF ESTABLISHMENT ## C4.01 - C4.02 ## C5.01 - C5.02 ## SANITARY SEWER & WATER MAIN IMPROVEMENTS ## STORM SEWER IMPROVEMENTS ## C6.01 - C6.02STREET IMPROVEMENTS ## C7.01 - C7.0XCROSS SECTIONS ## C8.01 - C8.0XSTANDARD DETAILS ## 2026 DOWNTOWN RECONSTRUCTION ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 12:48pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-G001.dwg ## Xrefs:, Majrdtxt, Chaska-5-15-18, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## G0.03TABULATIONS ## G0.04GENERAL PROJECT NOTES ## G0.05PROJECT OVERVIEW ## TITLE SHEET, LOCATION PLAN, SHEET INDEX ## G0.01 ## PH: (952) 448-9200 ## CHASKA, MN 55318 ## 1 CITY HALL PLAZA ## CITY HALL ## CITY OF CHASKA ## CALL GOPHER ONE CALL ## BEFORE DIGGING AT 811 Page 13 of 107 ## GPS CONTROL POINT ## JUDICIAL LAND MONUMENT ## MONUMENT COMPUTED ## ROW MONUMENT ## ROW MARKER POST ## SECTION CORNER ## TRAVERSE CONTROL POINT ## EXISTING TOPOGRAPHIC SYMBOLS ## SURVEY LINES ## FMFMFM >>>> >>>>>>>>> >>>>>>>> llll lllllllll ## EXISTING UTILITY LINES ## SURVEY SYMBOLS ## BACKSIGHT CONTROL POINT ## MONUMENT IRON FOUND ## MONUMENT IRON SET ## FMFMFM >>>> >>>>>>>>> >>>>>> llll lllllllll ## NEW UTILITY LINES ## CONCRETE CURB AND GUTTER ## GRADING INFORMATION 952 950 952 950 ## BENCH MARK LOCATION 4:1 ## AERIAL CONTROL POINT >>>> ## FORCE MAIN ## SANITARY SEWER ## SANITARY SERVICE ## STORM SEWER DRAINTILE ## STORM SEWER ## WATER MAIN ## WATER SERVICE ## PIPE CASING ## FMFMFM >>>> >>>>>>>>> >>>>>> llll lllllllll ## FUTURE UTILITY LINES >>>> ## EXISTING TOPOGRAPHIC LINES ## CTV-ACTV-ACTV-A ## CTV-BCTV-BCTV-B ## CTV-CCTV-CCTV-C ## CTV-DCTV-DCTV-D ## FO-AFO-AFO-A ## FO-BFO-BFO-B ## FO-CFO-CFO-C ## FO-DFO-DFO-D ## E-AE-AE-A ## E-BE-BE-B ## E-CE-CE-C ## E-DE-DE-D ## G-AG-AG-A ## G-BG-BG-B ## G-CG-CG-C ## G-DG-DG-D ## XXXX ## XXXXX ## EXISTING PRIVATE UTILITY LINES ## STORM SEWER CATCH BASIN ## STORM SEWER BEEHIVE CATCH BASIN ## STORM SEWER FLARED END SECTION ## CURB BOX ## FIRE HYDRANT ## MANHOLE ## WATER REDUCER ## VALVE ## NEW TOPOGRAPHIC SYMBOLS ## SANITARY CLEANOUT ## BOLLARD ## SANITARY OR STORM LIFT STATION ## RIP RAP ## OHPOHPOHP ## C-AC-AC-A ## C-BC-BC-B ## C-CC-CC-C ## C-DC-DC-D ## DRAINAGE FLOW ## BENCH ## BUSH DECIDUOUS ## CATCH BASIN BEEHIVE ## CURB BOX ## CATCH BASIN ## CONTROL BOX SIGNAL ## CLEAN OUT (SEWER) ## SEPTIC DRAIN FIELD ## DRINKING FOUNTAIN ## ENERGY DISSIPATER ## STORM SEWER APRON ## FLAG POLE ## FUEL PUMP ## GRILL ## HANDICAP SPACE ## HANDHOLE ## FIRE HYDRANT ## LOOP DETECTOR ## LIGHT YARD ## MAIL BOX ## MANHOLE-HEAT ## MANHOLE-POWER ## MANHOLE-GAS ## MANHOLE-SANITARY SEWER ## MANHOLE-STORM SEWER ## MANHOLE-COMMUNICATIONS ## MANHOLE-UNKNOWN ## METER POWER ## METER GAS ## ORDINARY HIGH WATER MARK ## PEDESTRIAN PUSH BUTTON ## PEDESTAL POWER ## PEDESTAL COMMUNICATIONS ## POST INDICATOR VALVE ## PARKING METER ## POLE-COMMUNICATIONS ## POLE-GUY ## POLE-LIGHT ## POLE-POWER ## POLE-UTILITY ## POST ## PICNIC TABLE ## PROPANE TANK ## SAMPLING WELL ## ROCK ## RR SIGNAL CONTROL BOX ## RR CROSSING GATE ## RR SIGNAL ## REGULATION STATION GAS ## TREE-DECIDUOUS ## SATELLITE DISH ## SEPTIC TANK ## SEPTIC VENT ## SIGN ## STAND PIPE GAS ## SPIGOT WATER ## SPRINKLER HEAD ## SPRINKLER VALVE BOX ## STUMP ## SERVICE-SANITARY SEWER POINT ON LINE ## SERVICE-WATER POINT ON LINE ## TELEPHONE BOOTH ## TRANSMISSION TOWER ELECTRIC ## TEST PIT LOC ## TRANSFORMER POWER ## TREE DEAD ## TRASH CAN ## TRAFFIC SIGNAL ## VALVE GAS ## VALVE ## WETLAND ## WELL-WATER ## TREE-CONIFEROUS ## TREE-FRUIT ## GUY WIRE ## LIFT STATION WET WELL ## LIFT STATION DRY WELL ## LIFT STATION CONTROL PANEL ## MANHOLE-WATER ## BASKETBALL POST ## BARRICADE PERMANENT ## BURIAL CONTROL MONUMENT ## BUILDING LOWEST OPENING ## COLUMN ## CULVERT END ## WELL-MONITORING ## OUTLET CONTROL STRUCTURE ## SERVICE-GAS POINT ON LINE ## SOIL BORING ## MAIL RELAY BOX ## INLET (SMALL DIA.) ## SERVICE-STORM SEWER POINT ON LINE ## ABBREVIATIONS ## ADALGEBRAIC DIFFERENCE ## BVBUTTERFLY VALVE ## BVCE BEGIN VERTICAL CURVE ELEVATION ## BVCS BEGIN VERTICAL CURVE STATION ## ℄CENTER LINE ## CL.CLASS ## CMP CORRUGATED METAL PIPE ## C.O.CHANGE ORDER ## DIPDUCTILE IRON PIPE ## EL/ELEVELEVATION ## EVCE END VERTICAL CURVE ELEVATION ## EVCS END VERTICAL CURVE STATION ## EXEXISTING ## FES FLARED END SECTION ## F/FFACE TO FACE ## FMFORCE MAIN ## F.O.FIELD ORDER ## GVGATE VALVE ## HPHIGH POINT ## HWLHIGH WATER LEVEL ## INVINVERT ## KCURVE COEFFICIENT ## LPLOW POINT ## MH MANHOLE (SANITARY) ## NTS NOT TO SCALE ## NWLNORMAL WATER LEVEL ## PC POINT OF CURVE ## PCC COMPOUND CURVE ## PI POINT OF INTERSECTION ## ⅊PROPERTY LINE ## PPVCPERFORATED POLYVINYL CHLORIDE PIPE ## PRC POINT OF REVERSE CURVE ## PT POINT OF TANGENT ## PVC POLYVINYL CHLORIDE PIPE ## PVI POINT OF VERTICAL INTERSECTION ## RRADIUS ## RCPREINFORCED CONCRETE PIPE ## R/WRIGHT-OF-WAY ## SSSTORM SEWER STRUCTURE ## STASTATION ## TCETEMPORARY CONSTRUCTION EASEMENT ## TNHTOP NUT HYDRANT ## TYPTYPICAL ## VCVERTICAL CURVE ## WMWATER MAIN ## RETAINING WALL ## FENCE - BARBED WIRE ## FENCE - CHAIN LINK ## FENCE - DECORATIVE ## FENCE - STOCKADE ## FENCE - WOOD ## FENCE - ELECTRIC ## GUARD RAIL ## TREE LINE ## WETLAND ## CABLE TV QUALITY LEVEL D ## CABLE TV QUALITY LEVEL C ## CABLE TV QUALITY LEVEL B ## CABLE TV QUALITY LEVEL A ## FIBER OPTIC QUALITY LEVEL D ## FIBER OPTIC QUALITY LEVEL C ## FIBER OPTIC QUALITY LEVEL B ## FIBER OPTIC QUALITY LEVEL A ## POWER QUALITY LEVEL D ## POWER QUALITY LEVEL C ## POWER QUALITY LEVEL B ## POWER QUALITY LEVEL A ## GAS QUALITY LEVEL D ## GAS QUALITY LEVEL C ## GAS QUALITY LEVEL B ## GAS QUALITY LEVEL A ## COMMUNICATION QUALITY LEVEL D ## COMMUNICATION QUALITY LEVEL C ## COMMUNICATION QUALITY LEVEL B ## COMMUNICATION QUALITY LEVEL A ## OVERHEAD POWER ## OVERHEAD COMMUNICATION ## OVERHEAD UTILITIES ## FORCE MAIN ## SANITARY SEWER ## SANITARY SERVICE ## STORM SEWER DRAINTILE ## STORM SEWER ## WATER MAIN ## WATER SERVICE ## PIPE CASING ## FORCE MAIN ## SANITARY SEWER ## SANITARY SERVICE ## STORM SEWER ## WATER MAIN ## WATER SERVICE ## BOUNDARY ## NEW CENTERLINE ## EXISTING EASEMENT LINE ## NEW EASEMENT LINE ## FLOOD PLAIN BOUNDARY ## EXISTING LOT LINE ## NEW LOT LINE ## EXISTING RIGHT-OF-WAY ## NEW RIGHT-OF-WAY ## SETBACK LINE ## EXISTING CONTOUR MINOR ## EXISTING CONTOUR MAJOR ## NEW CONTOUR MINOR ## NEW CONTOUR MAJOR ## NEW GRADING LIMITS / SLOPE LIMITS ## NEW SPOT ELEVATION ## EXISTING SPOT ELEVATION ## RUN:RISE (SLOPE) ## EXISTING ## NEW ## FUTURE ## DEMOLITION ## OHCOHCOHC ## OHUOHUOHU ## BCM ## CON ## CLVT ## FLAG ## GRILL ## H ## CP ## DW ## Y ## G-METER ## OHWM ## PED ## E ## PIV ## SAMPLING ## WELL ## ROCK ## RR ## RR GATE ## SEP ## SEPTIC ## VENT ## SEPTIC ## G-PIPE ## SPRINKLER ## IVB ## G-SER ## S-SER ## ST-SER ## W-SER ## TOWER ## ELEC ## TEST ## PIT ## TRAN ## GAS ## SAMPLING ## WELL ## WELL ## AIR CONTROL ## BS ## JLM ## M ## TS ## BM ## BENCH ## MAIL ## S ## CONTROL ## G ## E ## U ## PROPANE ## TANK ## G-REG ## R/W ## POST ## LO ## HYDRANT PVMNT MARKER (REFLECTOR) ## HYDRANT VALVE ## PEDESTAL CATV ## CTV ## CO ## LS ## G ## E ## SS ## S ? ## W ## TRASH ## AR ## MANHOLE-AIR RELEASE ## C ## DH ## PEDESTRIAN RAMP ## S ## POLE-UTILITY SERVICE ## RESECTED POINT ## R ## VENT GAS ## G-VENT ## STORM SEWER OUTLET STRUCTURE ## STORM SEWER OVERFLOW STRUCTURE ## BOOSTER STATION ## WATER REDUCER ## STA:5+67.19 980.87 ## C ## C ## TRACER WIRE BOX ## TR ## HATCH PATTERNS ## CONCRETE ## NEW DEMOLITION ## ASPHALT ## ROAD/DWY ## GRAVEL ## PAVERS ## EXISTING ## CONCRETE ## CONCRETE ## DWY/WALK ## PAVERSPAVERS ## ROCK ## EARTH ## SAND ## SECTION ## ASPHALT ## ROAD/DWY ## ASPHALT ## ROAD/DWY ## EXISTING CENTERLINE 744.40 743.21 745.47 743.78 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 12:49pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-G002.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## PLAN LEGEND ## G0.02 Page 14 of 107 ## GENERAL ## GENERAL PROJECT NOTES ## G0.04 >> ll > > l l ## CBMH ## CBMH >> > > l l ## SANITARY SEWER NOTES: ## ·ALL PVC PIPE SHALL BE SDR 26 UNLESS OTHERWISE NOTED. ## ·STATIONING IN PROFILE REFLECTS PIPE STATIONING. ## ·RISER HEIGHT NOTED ON THE DRAWINGS IS AN APPROXIMATION. CONTRACTOR ## TO VERIFY AND DOCUMENT FINAL RISER HEIGHT. MAINTAIN A SLOPE OF NO LESS ## THAN 2% ON SERVICE FROM CONNECTION POINT TO THE MAIN/RISER. ## STORM SEWER NOTES: ## ·ALL RCP STORM SEWER IS CLASS 5 UNLESS OTHERWISE NOTED ## ·SEE EXISTING CONDITIONS/REMOVALS SHEETS FOR PRIVATE UTILITY LOCATIONS. ## WATER MAIN NOTES: ## ·ALL PVC PIPE SHALL BE C-900 DR 18 UNLESS OTHERWISE NOTED. ## ·WATER MAIN SHALL HAVE 7.5' MINIMUM COVER. WATER MAIN OVER DEPTH IS ## INCIDENTAL. ## ·HYDRANT ELEVATIONS ARE TO TOP NUT. ## SEWER AND WATER SERVICE NOTES: ## ·INSTALL NEW SEWER SERVICES UP TO R/W UNLESS OTHERWISE DEFINED BY THE ## ENGINEER. ## ·ALL SANITARY SEWER SERVICES SHALL BE 4" PVC - SCH-40 UNLESS EXISTING ## SERVICE IS LARGER. MATCH SIZE OF EXISTING SERVICE PIPE ## ·CONTRACTOR TO VERIFY SEWER SERVICE RISERS HEIGHTS PRIOR TO ## INSULATION. ## ·ALL RESIDENTS WILL BE GIVEN THE OPPORTUNITY, IF ACCESSIBLE, TO REPLACE ## THEIR SEWER SERVICE BETWEEN PROPERTY LINE AND HOUSE. THE ENGINEER ## WILL NOTIFY THE CONTRACTOR OF THESE RESIDENCES DURING SANITARY SEWER ## INSTALLATION. ## ·INSTALL TRACER WIRE WITH ALL SANITARY SEWER AND WATER SERVICE LINES ## PER DETAIL SER-1 AND SER-2A. ## ·WHEN FERNCO CONNECTION IS USED THE CONNECTION MUST BE FULLY ENCASED ## IN CONCRETE. ## ·ALL WATER SERVICES SHALL BE 1" SIDR 7 IPS PE UNLESS OTHERWISE NOTED. ## ·INSTALL WATER SERVICES PER DETAIL SER-2A. ## ·FOLLOWING WATER SERVICE CONNECTION THERE WILL BE A VISUAL INSPECTION ## WITH WATER TURNED OFF AT THE HOUSE SIDE OF CURB STOP. ## ·INSULATE WATER SERVICES WITHIN 2' OF STORM SEWER PIPING. ## PROJECT GENERAL NOTES: ## 1.PROPOSED STRUCTURES REFERENCE PROPOSED STREET CENTERLINE STATIONING. ## EXISTING CONDITIONS & REMOVALS: ## REMOVAL NOTES: ## ·SAWCUT BITUMINOUS AND CONCRETE CURB AND STREET AND DRIVEWAY ## CONSTRUCTION LIMITS. ## ·TREE REMOVALS SHOWN ON PLAN ARE APPROXIMATE. TREES THAT ARE TO BE ## REMOVED WILL BE MARKED BY ENGINEER IN THE FIELD. ## ·PAYMENT SHALL BE MADE BY THE BID UNIT PRICE FOR EACH TREE REMOVED ON ## THE PROJECT. NO ADDITIONAL COMPENSATION WILL BE MADE FOR TREES NOT ## SHOWN ON THE DRAWINGS REGARDLESS OF SIZE AND LOCATION. ## ·PRUNE ALL TREE ROOTS EXPOSED TO OR DAMAGED BY CONSTRUCTION. ## ·DRIVEWAY REMOVAL LIMITS AREA APPROXIMATE. ACTUAL DRIVEWAY REMOVAL ## LIMITS WILL VARY BASED ON FIELD CONDITIONS AND STREET GRADES. ## ·CONTRACTOR MAY REMOVE BITUMINOUS PAVEMENT THROUGH MILLING OR ## RECLAMATION. THE MATERIAL IS TO BE USED FOR ACCESS ON SITE DURING ## CONSTRUCTION. IT IS NOT ANTICIPATED THAT ANY MATERIAL WILL BE USED IN ## THE PROPOSED STREET SECTION. ## ·DURING THE REMOVAL PROCESS THE CONTRACTOR MAY COME ACROSS ## EXISTING SUMP LINES THAT DISCHARGE INTO THE BOULEVARD OR STREET. THE ## CONTRACTOR WILL MARK THOSE LOCATIONS AND ENSURE ALL FUNCTIONING ## SUMP LINES CONTINUE TO HAVE AN UNINTERRUPTED DISCHARGE POINT. ## ·WATER MAIN ABANDONMENT SHALL BE DETERMINED IN THE FIELD BY OWNER/ ## ENGINEER ## TEMPORARY UTILITY NOTES: ## ·CONTRACTOR TO INSTALL AND MAINTAIN TEMPORARY WATER MAIN AND ## SANITARY SEWER SERVICE CONNECTIONS (GRAVITY OR BYPASS PUMPING) PER ## SPECIFICATIONS. ## SUBSURFACE UTILITY INFORMATION: ## THE SUBSURFACE UTILITY INFORMATION ON THIS PLAN IS SHOWN TO UTILITY QUALITY ## LEVEL IN ACCORDANCE WITH LEGEND PROVIDED BELOW. THIS QUALITY LEVEL WAS ## DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED STANDARD ## GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY ## DATA. UTILITY DESIGNATIONS ARE SHOWN ON DRAWING G0.02. ## UTILITY QUALITY LEVELS: ## LEVEL D - INFORMATION COMES SOLELY FROM EXISTING UTILITY RECORDS. ## LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH AS MANHOLES, ## VALVE BOXES, ETC; AND CORRELATING THIS INFORMATION WITH EXISTING UTILITY ## RECORDS. ## LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO DETERMINE THE ## EXISTENCE AND HORIZONTAL POSITION OF UNDERGROUND UTILITIES. ## LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT HORIZONTAL ## AND VERTICAL POSITION OF UNDERGROUND UTILITIES, AS WELL AS THE TYPE, ## SIZE, CONDITION, MATERIAL AND OTHER CHARACTERISTICS. ## PRIVATE UTILITIES ARE SHOWN IN THE LOCATIONS PROVIDED BY THE OWNER PRIOR TO ## CONSTRUCTION. ## SUMP LINE INFORMATION ## ·INSTALL 6" PVC (SDR 26) LINE 1.5' BEHIND CURB. INSTALL AT SAME GRADE AS ## STREET. PIPE SHOULD ENTER STRUCTURE 3' BELOW FINISH GRADE, BUT NEVER ## BELOW THE SPRINGLINE OF THE OUTLET PIPE IN THE STRUCTURE. ## ·WHERE HOMES HAVE NO EXISTING SUMP LINE TO CONNECT TO, INSTALL ONE 4" ## PVC (SDR 26) PIPE RUN TO THE ROW LINE. AT ROW LINE, THE 4" INVERT SHOULD ## BE 18" TO 24" BELOW FINISH GRADE. GLUE ON PVC CAP AND PLACE A 12" TO 18" ## PIECE OF REBAR FOR LOCATING. ## ·AT EACH HOME WITH AN EXISTING SUMP LINE TO CONNECT TO OR A SUMP LINE ## THAT WILL BE CONNECTED IN THE NEAR FUTURE, A SUMP DRAIN BOX WILL BE ## INSTALLED ON THE ROW LINE WITH AN INVERT OF PIPE TO FINISH GRADE DEPTH ## OF 18" TO 24". ## ·IF ACCESSIBLE, CONTRACTOR WILL CONNECT THE EXISTING SUMP LINE TO THE ## NEW DRAIN BOX (CONNECTION INCIDENTAL). ## ·INSTALL 6" PVC CLEAN OUT AT THE END OF EACH 6" SUMP LINE WITH METAL ## SCREW ON CAP FOR LOCATING. ## ·REVIEW HOUSES THAT WILL RECEIVE A DRAINAGE BOX WITH THE OWNER AND ## ENGINEER. ## ·DRILL HOLES IN THE BOTTOM OF ALL DRAINAGE BOXES AND BED UNDERSIDE OF ## BOX WITH A MINIMUM OF 6" COARSE FILTER AGGREGATE. ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 12:52pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-G003.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 Page 15 of 107 ## Y ## Y > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ## SS ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## AC ## CLVT ## CLVT ## CLVT ## MAIL ## AC ## H ## C ## C ## E ## AC ## E ## E ## AC ## MAIL ## SS ## SS ## SS ## C ## E ## SS ## SS ## SS ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## AC ## C ## MAIL ## AC ## AC ## CLVT ## CLVT ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU ## OHU l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllll >> >>>> >>> >>>> >>>> >>>> >>> >>>> >>>> >>>> >>> >>>> >>>> >>>> >>> >>>> >>>> >>>> >>> >>>> >>>> >>>> >> > > > > > > > > > > > > llllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllllllllllllll lllllllllllllllllllllllllllll lllllllllllllll lll lll lll lll 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 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 lll ll lll ll lll ll ll lll ll lll ll lll ll lll ll lll ll ll lll ll lll ll lll 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 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 lll l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>> >>> >>> >>> >>> >>> >>> >>> >>> >>> >> >>> >>> >>> >>> >>> >>> >>> >>> >>> >>>>>> >>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ll lll ll ll lll ll ll lll ll ll lll ll ll lll ll lll ll llllllllllllllllll >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>>>> >>>>>>>>>>>>>>> >>>>>>>>>>>>>> >>>>>>>>>>>>>> >>>>>>>>>>>>>>> >>>>>>>>>>>>>> >>>>>>>>>>>>>> >> > > > > > > > > > > > > lllllllllllllllllllllll lllllllllllllllllllllllllll llllllllllllllllllll > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> > l lll lll lll lll lll lll lll lll lll lll lll lll lll lll lll 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 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllll llllllllllllllllllllll llllll llllll llllll llllll lllllll llllll llllll llllll llllll lllllll llllll llllll llllll llllllllllllllllllll >>>>> >>>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 llllll lllll llllll llllll llllll llllll lllll llllll llllll llllll llllll lllll llllll >> >>> >>> >>> >>> >>> >>> >>> >> >>> >>> >>> >>> >>> >>> >>> >> >>> >>> >>> >>> >>> >>> >>> >>> >> >>> >>> >>> >>> >>> >>> >>> >>> >> >>> >>> >>> >>> >>> >> llllllllllllllll llllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllll lllllllllllllllllllllllllllllll ll >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> llllllllll llllllllllll 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 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>> >>>>>>>>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>>>> >>>>>>>>>>>>>> >>>>>>>>>>>>>> >>>>>>>>>>>>>> >> lllllllll llllllllllllllllllllllllll lllllllllllllllll >>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 lll lll lll lll lll llll lll lll lll lll llll lll lll lll lll lll llll lll lll lll lll llll lll lll lll lll llll lll lll lll lll lll llll ll lll llll lll lll lll lll lll llll lll lllll llllll lllllll lllllll llllll lllllll llllll lllllll lllllll llllll lllllll llllll lllllll lllllll llllll lllllll lllllll llllll lllllll llllll lllllll lllllll llllll lllllll lllllll llllll lllllll llllll lllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll > > > >> > > > > >> > > > > >> > > > > >> > > > > >> > > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 llll llll llll llll llll llll lll llll llll llll llll llll llll lll llll llll llll llll llll llll lll llll llll llll llll llll llll llll lll llll llll llll llll llll llll lll llll llll llll llll 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 l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > >> >> > >> >> >> > >> >> >> > >> >> >> > >> >> >> >> > >> >> >> > >> >> >> > >> >> >> > >> >> >> > >> >> >> > >> >> >> > >> >> >> > >> >> >> >> > >> > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > >> >> >> >> > >> >> >> >> > >> >> >> >> > >> >> >> >> >> > >> >> >> >> > >> >> >> >> > >> >> >> >> > >> >> >> >> >> > >> >> >> >> > >> >> >> >> > >> >> >> >> > >> >> >> >> >> > >> >> >> >> > >> >> >> >> > >> >> >> >> > >> >> >> >> >> > >> >> >> >> > >> >> >> >> > >> >> >> >> > >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 llll 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 llll lll llll lll llll lll llll llll lll llll lll llll lll llll llll lll llll lll llll lll llll llll lll llll lll llll lll llll llll lll llll lll llll lll llll llll lll llll lll llll lll llll llll lll llll lll llll lll llll llll lll llll lll llll lll llll llll lll llll lll llll lll llll llll lll llll lll llll lll llll llll lll llll lll llll llll lll llll lll llll lll llll llll lll 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 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 lllllll lllllllllllllllll llllllllllllllllll lllllllllllllllll llllllllllllllllll lllllllllllllllll llllllllllllllllll llllllllllllllllll lllllllllllllllll llllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllll lllllll lllllll lllllll lllllll lllllll llllll lllllll lllllll lllllll lllllll lllllll llllll >>>>> >>>>>>>> >>>>>>> >>>>>>>> >>>>>>> >>>>>>> >>>>>>>> >>>>>>> >>>>>>>> >>>>>>> >>>>>>> >>>>>>>> >>>>>>> >>>>>>> >>>>>>>> >>>>>>> >>>>>>>> >>>>>>> >>>>>>> >>>>>>>> >>>>>>> >>>>>>> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllll >>>>>>>>>> >>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>> >>>>>>>>>>>> l l l l ll l l l l l l ll l l l l l l l ll l l l l l l ll l l l l l l l ll l l l l l l l ll l l l l l l ll l l l l l l l ll l l l l l l l ll l l l l l l ll l l l l l l l ll l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ll llllll lllll llllll lllll llllll lllll llllll lllll llllll lllll llllll lllll llllll lllll llllll lllll llllll lllll llllll lllll llllll lllll llllll lllll llllll l >> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> >>>>> ## W-SER ## W-SER ## W-SER ## W-SER ## W-SER ## W-SER ## E ## C ## E ## E ## E ## E ## E ## E ## C ## C ## H ## C ## H ## H ## C ## C ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-B ## C-BC-B ## C-BC-BC-B ## C-BC-B ## C-BC-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-BC-B ## C-BC-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-B ## C-BC-BC-BC-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B ## FO-B ## FO-BFO-B ## FO-BFO-B ## FO-B ## FO-BFO-B ## FO-BFO-B ## FO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-BFO-BFO-BFO-B ## FO-BFO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-BFO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-BFO-B ## FO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-B ## FO-BFO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-BFO-B ## FO-B ## FO-B ## FO-BFO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-B ## FO-BFO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-BFO-B ## FO-BFO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-BFO-B ## FO-BFO-BFO-BFO-BFO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-BFO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-BFO-BFO-B ## FO-BFO-BFO-BFO-B ## FO-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-B ## C-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-BC-B ## C-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-BC-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-B ## C-BC-BC-B ## C-BC-B ## C-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-BG-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-BG-B ## G-B ## G-BG-B ## G-B ## G-BG-B ## G-B ## G-B ## G-BG-BG-BG-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-BG-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-B ## G-BG-BG-B ## G-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-B ## G-BG-B ## G-BG-BG-B ## G-BG-BG-B ## G-BG-B ## G-BG-BG-B ## G-BG-BG-B ## G-BG-B ## G-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-B ## G-BG-BG-B ## G-BG-BG-B ## G-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-BG-BG-BG-BG-B ## G-BG-BG-BG-B ## G-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-B ## G-B ## G-BG-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-BG-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-BG-BG-B ## G-BG-BG-B ## G-BG-BG-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-BG-B ## G-B ## G-BG-B ## G-B ## G-BG-BG-B ## G-BG-B ## G-BG-BG-B ## G-BG-BG-BG-B ## G-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-BG-B ## G-BG-BG-BG-BG-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-B ## E-B ## E-B ## E-BE-B ## E-B ## E-B ## E-B ## E-BE-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-BE-BE-BE-BE-BE-BE-B ## E-BE-BE-BE-BE-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-B ## E-BE-B ## E-BE-BE-B ## E-BE-B ## E-BE-B ## E-BE-B ## E-BE-BE-BE-B ## E-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-B ## E-BE-BE-BE-BE-BE-BE-B ## E-BE-BE-BE-BE-BE-BE-BE-B ## E-BE-BE-BE-BE-BE-BE-BE-B ## E-BE-BE-BE-BE-BE-BE-BE-B ## E-BE-BE-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-B ## E-BE-BE-BE-B ## E-BE-BE-B ## E-BE-BE-B ## E-BE-B ## E-B ## E-B ## E-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-BC-B ## C-BC-BC-BC-B ## C-BC-BC-BC-B ## C-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-B ## C-BC-BC-BC-BC-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-BC-BC-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-B ## C-BC-BC-BC-B ## C-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-B ## C-BC-BC-BC-B ## C-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-B ## C-BC-B ## C-BC-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-BC-BC-BC-BC-BC-B ## C-BC-BC-BC-B ## C-BC-BC-BC-BC-BC-BC-BC-BC-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-B ## C-BC-BC-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-BC-B ## C-B ## C-B ## C-B ## Y lllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll lllllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll lllllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll lllllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll llllllllllllll lllllllllllllll 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 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllll llllllllll l lll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllll llllllllllllllllllllllllll lllllllllllllllllllllllll llllllll llllllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllll >>> >>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>> >>>>>>> >>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>> >>>> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l 28 2930 31 32 33 34 34 9 10 11 12 13 14 15 15 ## MH-402 ## SS ## MH-29-106 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## SS ## MH-29-100 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## MH-401 ## SS ## MH-29-101 >> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>> >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > ## SS ## MH-29-102 >>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 > > > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>> >> >>>> >>>> >> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >> >>>> >>>> >> >>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>> >>>>>>> >>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>> >>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## PI: 11+10.84 ## PI: 11+38.82 ## EP: 15+03.72 ## PI: 30+47.28 ## PI: 30+75.28 ## EP: 34+35.75 ## BP: 0+00.00 ## PI: 0+36.87 ## PI: 0+49.24 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## PI: 6+37.87 ## PI: 7+35.93 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## SS ## SS ## SS ## SS > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>> >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >> > >> > >> > >> > > >> > >> > >>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>>>>> >>>>>>>>>>>>> >>>>>>>>> ## EXCB - 1 ## CB - 502 ## STMH -502 > > > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## CB - 505 ## MH - 506 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## CB - 506 ## EX. CBMH-2 >>>>>>>> >>>>>>>>> >>>>>>>> >>>>>>>>> >>>>>>>> >>>>> ## STMH -501STMH -501 ## STMH - 502 ## STMH -501 ## STMH - 502 ## STMH -503 ## STMH -501 ## STMH - 502 ## STMH -503 ## STMH -504 ## FES - 505 ## EX CBMH-3 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>> ## MH - 10 ## MH - 11 >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 15" >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 15" >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 15" ## MH - 12MH - 13 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 15" ## MH - 14 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 15" >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 15" ## MH - 15 >> >> >>>> >>>> >> >>>> >>>> >> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >>>> >> >>>> >> >>>> >>>> >> >>>> 15" ## BP: 0+00.00 ## PI: 0+36.87 ## PI: 0+49.24 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## PI: 6+37.87 ## PI: 7+35.93 ## PID: 300504980 ## Chaska Economic Development ## PID: 300504990 ## Gonsalves ## PID: 300505000 ## Lentz ## PID: 300505090 ## Howe-Arndt ## PID: 300505100 ## TenEyck ## PID: 300505170 ## Lallak ## PID: 300505190 ## Holmbeck ## PID: 300505180 ## Nash Jr ## NO PID ## PID: 300504960 ## BLOOM ## PID: 300504960 BLOOM ## PID: 300504970 ## BOWER ## 309G ## 323G 309 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 206 500 504 508 209 217 221 208 212 216 209 303 ## 303G 215 ## 205G ## 212G ## 220G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G 307 315 ## 315G ## 311G ## 307G ## 217G ## 211G ## 209G ## 221G 311 ## GENERAL ## CONSTRUCTION PHASING ## G0.05 ## N 030'60' ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 12:52pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-G005.dwg Xrefs:, 193807606_XSPL, 193807606-XSNO, 193807606_XSXT, 193807606-XSSS, 193807606-XSST, 193807606_XSXV-TEMP-DJR, 92address_numbers, 193807606-BORDER, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## HICKORY STREET ## THIRD STREET ## FOURTH STREET ## ELM STREET Page 16 of 107 >> > > ll l l l l > > > > l l > > l l > > l l >> >> > > l l l ## SS ## CO ## CO ## CO ## CO ## CO ## CO ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## AC ## CLVT ## CLVT ## CLVT ## G-METER ## MAIL ## AC ## H ## C ## C ## E ## AC ## G-METER ## E ## E ## G-METER ## AC ## MAIL ## SS ## SS ## SS ## SS ## C ## E ## SS ## SS ## SS ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## AC ## C ## MAIL ## G-METER ## G-METER ## AC ## G-METER ## AC ## CLVT ## CLVT ## OHU ## OHU ## OHU 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 > > > 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 l l l l > > > > > > > >> > > l l l > > > > > > l l l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > l l > > > l l l l l l l l l l l 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 lllll l l l l l l l l >>> >> >> >>> > >>> >>> > > > > > > > > > > > > > > > > > > > l l ## W-SER ## W-SER ## W-SER ## W-SER ## W-SER ## W-SER ## E ## C ## E ## E ## E ## E ## E ## E ## C ## C ## H ## C ## H ## H ## C ## C ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## Y 323 309 319 316 310 308 220 219 223 400 412 414 420 305 303 225 221 415 222 208 206 500 504 209 211 217 221 208 212 216 209 303 215 316 307 311 315 ## 221G 311 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+04 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+36 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+95 ## WALNUT STREET ## EXISTING CONDITIONS AND REMOVALS ## C0.01 ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES ## ELM STREET N ## SAWCUT PAVEMENT FULL ## DEPTH (TYP.) ## FOURTH STREET ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:07pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C000.dwg Xrefs:, 193807606_XSXT, 193807606-XSXU, 193807606_XSXV-TEMP-DJR, 92address_numbers, 193807606-BORDER, 193807606_XSPL, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## REMOVE RETAINING WALL (TYP.) ## REMOVE ## WATER MAIN ## (TYP.) ## REMOVE GATE ## VALVE (TYP.) ## REMOVE WATER ## SERVICE (TYP.) ## REMOVE TREE ## (TYP.) ## REMOVE STORM ## SEWER PIPE AND ## STRUCTURES ## (TYP.) ## REMOVE ## HYDRANT AND ## GV AND BOX ## (TYP.) ## REMOVE BRIDGE ## REMOVE SANITARY ## SEWER PIPE AND ## MANHOLES (TYP.) ## HICKORY STREET N ## ELM STREET N ## 3RD STREET ## N ## REMOVE ## BITUMINOUS CURB ## (TYP) ## CONTRACTOR TO SALVAGE ## AND REINSTALL ROCK AS ## DETERMINED BY THE ## ENGINEER IN THE FIELD. ## REMOVE CURB & ## GUTTER (TYP.) ## SALVAGE AND ## REINSTALL ## PRIVATE LIGHT. ## SALVAGE AND ## REINSTALL ## PRIVATE LIGHT. Page 17 of 107 ## 6"-CONCRETE PAVEMENT ## 6"-AGGREGATE BASE, CLASS 5 (100% CRUSHED) ## BITUMINOUS DRIVEWAY SECTION ## CONCRETE DRIVEWAY SECTION ## 3"-TYPE SP 9.5 WEARING COURSE (2,8) ## (SPWEA240B) ## 8"-AGGREGATE BASE, CLASS 5 (100% CRUSHED) ## 7"-CONCRETE PAVEMENT ## 6"-AGGREGATE BASE, CLASS 5 (100% CRUSHED) ## CONCRETE ALLEY SECTION 2% 2% 11.0 8.0 40.040.0 ## TYPICAL SECTION ## ELM STREET (3RD TO 4TH) ## C CROWN ## SLOPE* ## L ## MATCH INTO ## GRADE AT ## PROPERTY LINE ## MATCH INTO ## GRADE AT ## PROPERTY LINE ## 4" CONCRETE SIDEWALK ## 6" AGGREGATE BASE, CLASS 5 100% CRUSHED ## (RP)(DL)(DL)(RP) ## (DP) = DIAGONAL PARKING ## (RP) = RESIDENT PARKING ## (DL) = DRIVING LANE ## * SLOPES VARY ## SEE CROSS SECTIONS ## 4" CONCRETE SIDEWALK ## 6" AGGREGATE BASE, CLASS 5 100% CRUSHED 10.5 ## WEST ROWEAST ROW ## PVC PERFORATED PIPE ## DRAIN ## SEE DETAIL STO-12 ## ℄ ROAD ## BLVD. ## BLVD. 5.0 11.0 8.013.5 5.04.02.0 ## 1.5" TYPE SP 12.5 WEARING COURSE (3,C) [SPWEB240C] ## 2" TYPE SP 12.5 WEARING COURSE (3,C) [SPNW330C] ## 8" AGGREGATE BASE, CLASS 5 100% CRUSHED ## 24" SELECT GRANULAR BORROW ## SUBGRADE STABILIZATION FABRIC ## B612 MODIFIED ## PARKBOARD VERTICAL ## CONCRETE CURB AND ## GUTTER ## ℄ ROW 2.5 2% 2% 11.0 8.0 40.040.0 ## TYPICAL SECTION ## 3RD STREET (HICKORY TO ELM) ## C CROWN ## SLOPE* ## L ## MATCH INTO ## GRADE AT ## PROPERTY LINE ## MATCH INTO ## GRADE AT ## PROPERTY LINE ## 4" CONCRETE SIDEWALK ## 6" AGGREGATE BASE, CLASS 5 100% CRUSHED ## (RP)(DL)(DL)(RP) ## (DP) = DIAGONAL PARKING ## (RP) = RESIDENT PARKING ## (DL) = DRIVING LANE ## * SLOPES VARY ## SEE CROSS SECTIONS ## 4" CONCRETE SIDEWALK ## 6" AGGREGATE BASE, CLASS 5 100% CRUSHED 10.5 ## SOUTH ROWNORTH ROW ## PVC PERFORATED PIPE ## DRAIN ## SEE DETAIL STO-12 ## ℄ ROAD ## BLVD. ## BLVD. 5.0 11.0 8.0 13.5 5.04.02.0 ## 1.5" TYPE SP 12.5 WEARING COURSE (3,C) [SPWEB240C] ## 2" TYPE SP 12.5 WEARING COURSE (3,C) [SPNW330C] ## 8" AGGREGATE BASE, CLASS 5 100% CRUSHED ## 24" SELECT GRANULAR BORROW ## SUBGRADE STABILIZATION FABRIC ## B612 MODIFIED ## PARKBOARD VERTICAL ## CONCRETE CURB AND ## GUTTER ## ℄ ROW 2.5 ## TYPICAL SECTIONS ## C1.01 ## GENERAL NOTES: ## 1.CROSS SLOPE VARIES ON STREETS AND BOULEVARDS. SEE CROSS SECTION SHEETS. ## 2.SIDEWALK & BOULEVARD WIDTHS VARIES. (SEE C600s SHEET) ## 3.AGGREGATE BASE & SELECT GRANULAR BASE SHALL EXTEND 1.0' BEYOND BACK OF ## CURB. ## GENERAL TOPSOIL NOTES: ## 1.SOD AREAS TO RECEIVE 6" OF LOAM TOPSOIL BORROW, SCREENED & PULVERIZED. ## 2.CONTRACTOR SHALL SALVAGE REINSTALL EXISTING TOPSOIL PER SPECIFICATIONS FOR ## THE USE OF RESTORATION PRIOR TO THE IMPORT OF MATERIAL FOR THESE AREAS. ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 2:46pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C101.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## ROAD IMPROVEMENT NOTES: ## 1. CONTRACTOR SHALL ADD/REMOVE EXISTING AGGREGATE BASE AND ## RE-COMPACT AS NEEDED TO INSTALL SPECIFIED THICKNESS OF PAVED ## SURFACES. Page 18 of 107 ## AC ## CLVT ## CLVT ## CLVT ## G-METER ## MAIL ## AC ## H ## C ## C ## E ## AC ## G-METER ## E ## E ## G-METER ## AC ## MAIL ## BS ## C ## E ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## AC ## C ## MAIL ## G-METER ## G-METER ## AC ## G-METER ## AC ## CLVT ## CLVT ## OHU ## OHU ## OHU >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >>>> >> ## W-SER ## W-SER ## W-SER ## W-SER ## W-SER ## W-SER ## E ## C ## E ## E ## E ## E ## E ## E ## C ## C ## H ## C ## H ## H ## C ## C ## Y ## Y > > > ## PI: 11+10.84 ## PI: 11+38.82 ## PI: 30+47.28 ## PI: 30+75.28 ## EP: 34+35.75 ## BP: 0+00.00 ## PI: 0+36.87 ## PI: 0+49.24 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## PI: 6+37.87 ## PI: 7+35.93 > > > > > > > > > > > > > > > > > > ## SS ## SS ## SS ## SS > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## EXCB - 1 ## CB - 502 ## STMH -502 > ## CB - 505 ## MH - 506 > ## CB - 506 ## EX. CBMH-2 > ## STMH -501STMH -501 ## STMH - 502 ## STMH -501 ## STMH - 502 ## STMH -503 ## STMH -501 ## STMH - 502 ## STMH -503 ## STMH -504 ## FES - 505 ## EX CBMH-3 >> >> ## MH - 10MH - 11 >>>> 15" >> 15" >> 15" ## MH - 12 ## MH - 13 >> >> >> 15" ## MH - 14 >>15" >> >> >> >> 15" ## MH - 15 >> >> 15" ## BP: 0+00.00 ## PI: 0+36.87 ## PI: 0+49.24 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## PI: 6+37.87 ## PI: 7+35.93 >> >> >>>> >> >> >> >> >> >> >> >> >> >>>>>>>> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## S ## S ## CO ## CO ## CO ## S ## S ## S ## S ## S ## S ## S ## S 9+00 10+00 11+00 12+00 13+00 14+00 29+00 30+0031+00 32+00 33+00 34+00 34+36 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+95 401 ## 309G ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 206 500 504 508 512 208 212 216 209 ## 303G 215 ## 205G ## 212G ## 220G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G ## 217G ## 211G ## 209G 311 ## CONSTRUCTION ## SNOW FENCE ## SOD ## EROSION CONTROL LEGEND ## DITCH CHECK - ROCK ## CONCENTRATED SURFACE FLOW ## INLET PROTECTION ## DITCH CHECK - BIOLOG ## ENTRANCE / EXIT ## MULCH ## BLANKET ## 3rd STREET AND ELM STREET ## EROSION CONTROL PLAN ## C2.01 ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES ## ELM STREET ## THIRD STREET ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:07pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C200.dwg Xrefs:, 193807606-XSNO, 193807606-XSST, 193807606-XSXU, 193807606_XSXT, 193807606-BORDER, 193807606_XSPL, 193807606-MarkHerd, 92address_numbers ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## HICKORY STREET ## FOURTH STREET ## N Page 19 of 107 ## SWPPP ## C2.02 ## EROSION PREVENTION PRACTICES 1.Appropriate construction practices will be used to minimize erosion. Areas of non-disturbance will be delineated (e.g. with flags, stakes, signs, silt fence etc.) on the development site before work begins. 2.The contractor will stabilize all exposed soil areas as soon as possible to limit soil erosion but in no case later than (7) days after the construction activity in that portion of the site has temporarily or permanently ceased. temporary stockpiles without significant silt, clay or organic components and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. 3.Work in drainage swales or the normal wetted perimeter of any surface water will require stabilization within 24 hours of connection. these areas will include all areas that drain water within 200 linear feet from the property edge or point of discharge to any surface water. 4.Outlets into surface waters shall be stabilized with energy dissipation within 24 hours. 5.All areas not being worked for a period of (7) days or more shall be temporary stabilized with the appropriate means to prevent soil loss. ## SEDIMENT CONTROL PRACTICES Sediment control devices must be established on all down gradient perimeters before any up gradient land disturbing activities begin. the timing of the installation of the sediment control devices can be adjusted to accommodate short-term activities such as clearing and grubbing, or passage of vehicles. any short term activity must be completed as quickly as possible and the sediment control devices must be installed immediately after the activity is completed or prior to the next rainfall event. A.Silt fence shall be installed so that it follows as close as possible to a single contour to capture overland, low-velocity sheet flows downgradient of all exposed soils and prior to discharging to surface waters with the silt fence j-hooked at a maximum of 100 foot intervals and shall contain no more than 1/4 acre of drainage area. B.Ditch checks will be installed as indicated on the plans during all phases of construction. ·temporary ditch checks will consist of using rock ditch checks and rock weepers in front of culvert inlets. ·biologs will be installed during permanent turf establishment at the intervals identified in the plan. C.Sediment damage from stockpiles will be minimized by placing a row of silt fence 5 feet from the toe. ## DEWATERING AND BASIN DRAINING Any dewatering or basin draining activities of turbid or sediment laden water must be discharged to a temporary or permanent sedimentation basin or treated with the appropriate BMP prior to entering surface waters. Energy dissipation will be provided at all discharge points. Dewatering or basin draining activities may not cause nuisance conditions, erosion in receiving channels or on downslope properties, or adversely impact wetlands. The Contractor will consult with Engineer/Owner to obtain approval prior to performing any dewatering. ## POLLUTION PREVENTION MANAGEMENT MEASURES Solid Waste: Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. Hazardous Materials: Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA regulations. External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. Refer to Plans and corresponding legend for approved washout locations. No engine degreasing is allowed on site. All liquid and solid wastes generated by concrete washout operations will be contained in a leak-proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes will not contact the ground, and there will not be runoff from the concrete washout operations or areas. Liquid and solid wastes will be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. ## INSPECTIONS AND MAINTENANCE The City ("Owner") will conduct site inspections once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. Any corrective actions necessary will be provided to the contractor. Reports of the inspections shall be provided to the Contractor as they are completed. Inspections and maintenance records will be retained on site or in the inspectors vehicle with the SWPPP and available within 72 hours of request. All silt fence or other sediment control practices must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. Construction site vehicle exit locations must be inspected for evidence of off-site sediment tracking onto paved surfaces. Tracked sediment must be removed from all off-site paved surfaces, within 24 hours of discovery. ## CHAIN OF COMMAND 1.The contractor will need to identify a Mn/DOT certified erosion control supervisor in good standing who will be knowledgeable and experienced in the application of erosion prevention and sediment control best management practices. 2.The erosion control supervisor will work with the project engineer to oversee the implementation of the SWPPP, and the installation, inspection, and maintenance of the erosion prevention and sediment control bmps before and during construction. 3.The general contractor is responsible to comply with Part II.B, Part II.C, and Part IV of the construction stormwater permit. 4.The contractor will develop a chain of command with all operators on the site to ensure that the SWPPP will be implemented and stay in effect until the construction project is complete, the entire site has undergone final stabilization, and aNnotice of Termination (NOT) has been submitted to the MPCA. ## CONTACT LIST ## City Project Engineer - Matt Clark - (952) 448-4335 City Inspector - Brad Fasbender - (651) 238-0603 ## Contractor - Unknown ## MPCA Contact - Tom Genelin (952) 466-5259 ## Watershed District Contact - Paul Moline - (952) 361-1825 Vehicle tracking of sediment from the construction site will be minimized using appropriate BMPs. Street sweeping will be used if such BMPs are not adequate to prevent sediment from being tracked onto the street ## EROSION AND SEDIMENT CONTROL SEQUENCING Grading and Utility - Silt fence, construction entrance, ditch checks and/or other suitable perimeter sediment control measures must be installed prior to the start of any grading or land disturbing activity. If needed, temporary stabilization must be established by seed and mulch, and erosion control blanket as specified in plan sheets within the required stabilization timeframes. A sediment trap should be dug and stabilized prior to any upstream disturbance occuring. After the pipe installation has occured, flocculent will be used at the outlet pipe, before the sediment trap to aid in filtering any sediment ladened water prior to its discharge downstream. As soon as possible, final stabilization measures will be installed per the plans. Temporary measures will remain in place until all areas have reached final stabilization which is 70% annual vegetative cover or more. D. All stockpiles left for a period of 7 days shall be temporarily stabilized. E. All storm drain inlets will be protected by appropriate BMPs during construction until all sources with potential for discharging to the inlet have been stabilized. Inlet protection will be removed for a particular inlet if a specific safety concern (street flooding/freezing) has been identified and written correspondence has been received from the jurisdictional authority verifying the need for removal. The written correspondence will be documented in Section P of the SWPPP or available within 72 hours upon request. If written correspondence can not be obtained in a timely manner, the specific inlet protection will be removed to alleviate immediate safety concerns. Efforts to obtain written correspondence will be documented in the SWPPP. Permission to remove inlet protection based on specific safety concerns will still be obtained from the jurisdictional authority within 30 days of removal Vehicle tracking of sediment from the construction site will be minimized using appropriate BMPs. Street sweeping will be used if such BMPs are not adequate to prevent sediment from being tracked onto the street ## EROSION AND SEDIMENT CONTROL SEQUENCING Grading and Utility - Silt fence, construction entrance, ditch checks and/or other suitable perimeter sediment control measures must be installed prior to the start of any grading or land disturbing activity. If needed, temporary stabilization must be established by seed and mulch, and erosion control blanket as specified in plan sheets within the required stabilization timeframes. A sediment trap should be dug and stabilized prior to any upstream disturbance occuring. After the pipe installation has occured, flocculent will be used at the outlet pipe, before the sediment trap to aid in filtering any sediment ladened water prior to its discharge downstream. As soon as possible, final stabilization measures will be installed per the plans. Temporary measures will remain in place until all areas have reached final stabilization which is 70% annual vegetative cover or more. ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:07pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C200.dwg Xrefs:, 193807606-XSNO, 193807606-XSST, 193807606-XSXU, 193807606_XSXT, 193807606-BORDER, 193807606_XSPL, 193807606-MarkHerd, 92address_numbers ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 Page 20 of 107 ## SS ## CO ## CLVT ## CLVT ## CLVT ## G-METER ## MAIL ## AC ## H ## C ## C ## E ## AC ## G-METER ## E ## E ## G-METER ## AC ## MAIL ## C ## E ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## AC ## C ## MAIL ## G-METER ## G-METER ## AC ## G-METER ## AC ## CLVT ## CLVT ## OHU ## OHU ## OHU ## W-SER ## W-SER ## W-SER ## W-SER ## W-SER ## W-SER ## E ## C ## E ## E ## E ## E ## E ## E ## C ## C ## H ## C ## H ## H ## C ## C ## Y ## Y ## PI: 11+10.84 ## PI: 11+38.82 ## PI: 30+47.28 ## PI: 30+75.28 ## EP: 34+35.75 ## BP: 0+00.00 ## PI: 0+36.87 ## PI: 0+49.24 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## PI: 6+37.87 ## PI: 7+35.93 ## SS ## SS ## SS ## SS ## EXCB - 1 ## CB - 502 ## STMH -502 ## CB - 505 ## MH - 506 ## CB - 506 ## EX. CBMH-2 ## STMH -501STMH -501 ## STMH - 502 ## STMH -501 ## STMH - 502 ## STMH -503 ## STMH -501 ## STMH - 502 ## STMH -503 ## STMH -504 ## FES - 505 ## EX CBMH-3 ## MH - 10 ## MH - 11 ## MH - 12 ## MH - 13 ## MH - 14 ## MH - 15 ## BP: 0+00.00 ## PI: 0+36.87 ## PI: 0+49.24 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## PI: 6+37.87 ## PI: 7+35.93 ## SS ## SS ## SS ## SS ## TR ## TR ## TR ## SS ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## S ## S ## CO ## CO ## CO ## S 726 727 726 727 727 727 726 ## 309G ## 323G 309 ## 319G 319 316 310 308 ## 400G 220 219 ## 223223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 500 504 508 209 217 221 208 212 216 209 303 ## 303G 215 ## 212G ## 220G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G 307 315 ## 315G ## 311G ## 307G ## 217G ## 211G ## 209G ## 221G 311 726 727 727 726 727 728 726 726 720 725 724 724 727 726 725 726 727 ## 3rd STREET AND ELM STREET ## GRADING ## C3.01 ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES ## ELM STREET ## THIRD STREET ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:08pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C300.dwg Xrefs:, 193807606-XSNO, 193807606-XSST, 193807606-XSXU, 193807606_XSXT, 193807606-BORDER, 193807606-MarkHerd, 92address_numbers ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## HICKORY STREET ## FOURTH STREET ## N Page 21 of 107 > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## SS ## SS ## SS ## C ## E ## AC ## G-METER ## E ## E ## G-METER ## AC ## MAIL ## SS ## C ## E ## CLVT ## CLVT ## CLVT ## CLVT ## AC ## MAIL ## G-METER ## G-METER ## AC ## G-METER ## AC ## CLVT ## OHU l l l l l l l > > > > > > > > > > > > > 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 ll >> l l l > > > > l l l l l > > > > ## W-SER ## W-SER ## W-SER ## W-SER ## E ## E ## E ## E ## E ## E ## C ## C ## H ## C ## H ## H ## C ## C ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## Y l l l l l l l l l l l l l l l l l l l l l > l l l l l l l l l l l l l > > > > > > > > > > ## SS ## MH-29-106 > ## SS ## MH-29-100 > > > > > > > > > > ## MH-401 ## SS ## MH-29-101 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## 400G 220 219 ## 223223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 500 504 508 512 216 ## 219G 705 710 715 720 725 730 735 740 745 705 710 715 720 725 730 735 740 745 727.6 30+00 727.3 727.1 30+50 726.9 726.68 726.7 31+00 726.86 726.9 727.09 727.1 31+50 727.32 727.5 727.47 727.9 32+00 727.47 728.2 727.31 728.0 32+50 727.01 727.7 726.68 727.4 33+00 726.37 727.1 726.06 726.6 33+50 725.75 726.1 725.44 725.9 34+00 725.8 34+5035+0035+5036+0036+5037+0037+25 ## 198'-8" PVC @ 0.90% ## MH-29-101 ## STA 11+27 Elm ## RIM 726.95 ## INV 716.06 8" WINV 716.06 8" E ## 84'-8" PVC @ 0.69% ## MH-29-100 ## STA 11+23 Elm ## RIM 727.06 ## INV 715.39 8" NINV 715.48 8" WINV 715.50 8" EINV 715.48 8" S ## 48" STM ## INV=719.36 ## MH-401 ## STA 11+14 Elm ## RIM 726.02 ## INV 717.83 8" E ## CL FINISH GRADE ## CL EXISTING GRADE ## 7.5'' MIN. ## COVER ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:08pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C400.dwg Xrefs:, 193807606_XSPL, 193807606_XSXT, 193807606-BORDER, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 92address_numbers, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## SANITARY SEWER AND WATER MAIN IMPROVEMENTS ## THIRD STREET ## C4.01 ## C4.02SEE SHEET ## THIRD STREET ## N 8"x6" TEE 16lf-6" WM ## 6" GV & BOX ## HYDRANT TNH ELEV = xxx.xx ## REMOVE GV & BOX ## CONNECT TO EXISTING PVC ## 8" GV & BOX ## REMOVE EX. GV & BOX ## CONNECT TO EXISTING C900 PVC ## 8" GV & BOX ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES ## 4'' SANITARY SEWER ## SERVICE. CONNECT TO ## EXISTING SANITARY ## SEWER SERVICE (TYP.) ## 1'' CURB STOP AND BOX. ## CONNECT TO EXISTING ## WATER SERVICE (TYP.) ## INSULATE WATER MAIN AT ## STORM CROSSING IF LESS THAN ## 2' VERTICAL SEPARATION (TYP.) ## CONNECT TO EXISTING ## SANITARY SEWER MANHOLE ## PROTECT EXISTING SERVICES Page 22 of 107 > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## BS ## C ## CLVT ## CLVT ## G-METER ## AC ## CLVT ## CLVT >> > > > > >> >> >> l l l l l l > > > l l l > > > > l l l l l >> >> >> l >> >> >> >>>> >>>> > > > > > l l l l l l l >> >>>>>>>> >>> >> >> l l > > > > > > > >> >> >> >> >> >> >> >> >> >> >> l l l l l >> > > > > > > > > l l l l l > > > > > > > l l > > l 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 lll l l l >> l l l > > > > l l l l l > > > > ## W-SER ## W-SER ## W-SER ## W-SER ## E ## E ## E ## E ## E ## C ## C ## H ## H ## C ## C-B ## C-B ## C-B ## C-B ## C-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## Y ## Y l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > l l l l l l l l > > > > > > > > > ## MH-402 ## SS ## MH-29-106 > > > > > > > > > ## SS ## MH-29-100 > > > > > >> >>> ## SS ## MH-29-101 > > > > > > > > > > > > > > > > > > > > > > l l > > >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G 400 212 216 209 215 ## 215G ## 219G 316 705 710 715 720 725 730 735 740 745 705 710 715 720 725 730 735 740 745 9+009+5010+00 727.3727.2 10+50 727.1 727.0 11+00 727.1 726.7 11+50 726.5 726.31 726.3 12+00 726.16 726.3 726.13 726.5 12+50 726.20 726.8 726.38 727.2 13+00 726.57 727.6 726.76 727.8 13+50 726.96 728.0 727.15 727.9 14+00 727.34 727.8727.3 14+50 726.9726.5 15+0015+5016+0016+25 ## MH-402 ## STA 14+03 Elm ## RIM 727.05 ## INV 719.84 8" S ## 183'-8" PVC @ 1.91% ## MH-29-106 ## STA 12+20 Elm ## RIM 726.04INV 716.34 8" NINV 716.34 8" S ## 98'-8" PVC @ 0.97% ## 97'-8" PVC @ 1.00% ## MH-29-100 ## STA 11+23 Elm ## RIM 727.06 ## INV 715.39 8" NINV 715.48 8" WINV 715.50 8" EINV 715.48 8" S ## CL FINISH GRADE ## CL EXISTING GRADE ## 7.5'' MIN. ## COVER 101 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:08pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C400.dwg Xrefs:, 193807606_XSPL, 193807606_XSXT, 193807606-BORDER, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 92address_numbers, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## C4.01SEE SHEET ## ELM STREET ## SANITARY SEWER AND WATER MAIN IMPROVEMENTS ## ELM STREET ## C4.02 8"x6" TEE 12lf-6" WM ## 6" GV & BOX ## HYDRANT TNH ELEV = xxx.xx ## CONNECT TO EXISTING 8" ## C-900 DR14 WATER MAIN ## REMOVE EX. 8" x4" REDUCER ## AND CONNECT TO EXISTING ## 8" GV & BOX ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES ## 4'' SANITARY SEWER ## SERVICE. CONNECT TO ## EXISTING SANITARY ## SEWER SERVICE (TYP.) ## 1'' CURB STOP AND BOX. ## CONNECT TO EXISTING ## WATER SERVICE (TYP.) ## INSULATE WATER MAIN AT STORM ## CROSSING IF LESS THAN 2' ## VERTICAL SEPARATION (TYP.) ## CONNECT TO EXISTING ## SANITARY SEWER MANHOLE ## CONNECT TO EXISTING 8" GV & BOX ## 8" 22.5 ° BEND 45 lf - 8" C-900 WATER MAIN 8"x8" TEE ## 8" GV & BOX ## 8" 45° BEND Page 23 of 107 ## SS ## SS ## SS ## C ## E ## AC ## G-METER ## E ## E ## G-METER ## AC ## MAIL ## SS ## C ## E ## CLVT ## CLVT ## CLVT ## CLVT ## AC ## MAIL ## G-METER ## G-METER ## AC ## G-METER ## AC ## CLVT ## OHU l l l l l l l > > > > > > > > > > > > > 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 ll >> l l l > > > > l l l l l > > > > ## W-SER ## W-SER ## W-SER ## W-SER ## E ## E ## E ## E ## E ## E ## C ## C ## H ## C ## H ## H ## C ## C ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## Y >> >> >> 10+00 11+00 12+00 ## PI: 11+10.84 ## PI: 11+38.82 30+00 31+00 32+00 33+00 34+00 34+36 ## PI: 30+47.28 ## PI: 30+75.28 ## EP: 34+35.75 3+00 4+00 5+00 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 >> >> >> >> >> >> >> >> >> >> >> ## SS ## SS ## SS > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## EXCB - 1 ## CB - 502 ## STMH -502 >> ## CB - 505 ## MH - 506 >> ## CB - 506 >> ## STMH - 502STMH - 502 ## STMH -503 ## STMH - 502 ## STMH -503 ## STMH -504 ## EX CBMH-3 >> >> ## MH - 10 ## MH - 11 >> >> 15" >> 15" >> 15" ## MH - 12 ## MH - 13 >> >> >> >> 15" ## MH - 14 >> 15" >> >> >> >> 15" ## MH - 15 >> >> 15" 3+00 4+00 5+00 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## 400G 220 219 ## 223223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 500 504 508 512 216 ## 219G 705 710 715 720 725 730 735 740 745 705 710 715 720 725 730 735 740 745 727.5 30+00 ## UPDATE 727.1 726.8 30+50 ## UPDATE 726.7726.7 31+00 ## UPDATE 726.9 727.1 31+50 ## UPDATE 727.3727.5 32+00 ## UPDATE 727.5727.3 32+50 ## UPDATE 727.0726.7 33+00 ## UPDATE 726.4 726.1 33+50 ## UPDATE 725.8 725.4 34+00 ## UPDATE 725.1 34+50 ## UPDATE 35+00 ## UPDATE 35+50 ## UPDATE 36+00 ## UPDATE 36+50 ## UPDATE 37+00 ## UPDATE 37+25 ## UPDATE ## CL FINISH GRADE ## CL EXISTING GRADE ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 2:45pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C500.dwg Xrefs:, 193807606_XSPL, 193807606_XSXT, 193807606-BORDER, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 92address_numbers, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## STORM SEWER IMPROVEMENTS ## THIRD STREET ## C5.01 ## C5.02SEE SHEET ## THIRD STREET ## N ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES Page 24 of 107 ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## BS ## C ## CLVT ## CLVT ## G-METER ## AC ## CLVT ## CLVT >> > > > > >> >> >> l l l l l l > > > l l l > > > > l l l l l >> >> >> l >> >> >> >>>> >>>> > > > > > l l l l l l l >> >>>>>>>> >>> >> >> l l > > > > > > > >> >> >> >> >> >> >> >> >> >> >> l l l l l >> > > > > > > > > l l l l l > > > > > > > l l > > l 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 lll l l l >> l l l > > > > l l l l l > > > > ## W-SER ## W-SER ## W-SER ## W-SER ## E ## E ## E ## E ## E ## C ## C ## H ## H ## C ## C-B ## C-B ## C-B ## C-B ## C-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-BG-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## Y ## Y >> >> 9+00 10+00 11+00 12+00 13+0014+00 15+0015+04 ## PI: 11+10.84 ## PI: 11+38.82 ## EP: 15+03.72 30+00 31+00 32+00 ## PI: 30+47.28 ## PI: 30+75.28 5+00 6+00 7+00 8+00 8+09 ## PI: 6+37.87 ## PI: 7+35.93 ## EP: 8+09.29 >> >> >> >> >> >> >> >> ## SS ## SS ## SS > > > > > > > > > > > > > > >> >>> > > > > > > > > > > > > > ## CB - 505 ## MH - 506 >> ## CB - 506 ## EX. CBMH-2 >> ## STMH -501STMH -501STMH -501STMH -501 ## EX CBMH-3 >> >> ## MH - 10 ## MH - 11 >> >> 15" >>15" >> 15" ## MH - 12 ## MH - 13 >> >> >> >> 15" ## MH - 14 >> 15" >>>> >> >> 15" 5+00 6+00 7+00 8+00 8+09 ## PI: 6+37.87 ## PI: 7+35.93 ## EP: 8+09.29 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G 400 212 216 209 215 ## 215G ## 219G 316 705 710 715 720 725 730 735 740 745 705 710 715 720 725 730 735 740 745 9+00 ## UPDATE 9+50 ## UPDATE 10+00 ## UPDATE 10+50 ## UPDATE 11+00 ## UPDATE 727.1 726.6 11+50 ## UPDATE 726.6726.3 12+00 ## UPDATE 726.2 726.1 12+50 ## UPDATE 726.2 726.4 13+00 ## UPDATE 726.6726.8 13+50 ## UPDATE 727.0 727.1 14+00 ## UPDATE 727.3 14+50 ## UPDATE 15+00 ## UPDATE 15+50 ## UPDATE 16+00 ## UPDATE 16+25 ## UPDATE ## CL FINISH GRADE ## CL EXISTING GRADE ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 2:45pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C500.dwg Xrefs:, 193807606_XSPL, 193807606_XSXT, 193807606-BORDER, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 92address_numbers, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## C5.01SEE SHEET ## N ## ELM STREET ## STORM SEWER IMPROVEMENTS ## ELM STREET ## C5.02 ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES ## CONNECT TO EX. CATCHBASIN Page 25 of 107 ## SS ## SS ## SS ## SS ## SS ## AC ## CLVT ## CLVT ## CLVT ## G-METER ## MAIL ## AC ## H ## C ## C ## E ## AC ## G-METER ## E ## E ## G-METER ## AC ## MAIL ## SS ## C ## E ## SS ## SS ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## AC ## C ## MAIL ## G-METER ## G-METER ## AC ## G-METER ## AC ## CLVT ## CLVT ## OHU ## OHU ## OHU ## OHU l l l l l l > > > > > > l > > l l >> >> >> >> l l l l l l l l l > > > > > > > > > > > l >> >> > > > > > l l >> l > > > l >> l l l l > > >> >> >> >> >> >> >> >> l l l l l >> > > > > > > > > l l > > l l l l l l l l l l l > > > > > > > > > l >> >> >> >> >> >> >> ## W-SER ## W-SER ## E ## C ## E ## E ## E ## E ## E ## E ## C ## C ## H ## H ## C ## C ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## FO-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## G-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## E-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B ## C-B >> >> 14+00 15+00 ## EP: 15+03.72 32+00 33+00 34+00 ## EP: 34+35.75 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 ## PI: 0+36.87 ## PI: 0+49.24 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## PI: 6+37.87 ## PI: 7+35.93 >>>> >>>>>>>> >>>> >> >> >> >> >> >> >> >> >> >> >> ## SS > > > > > > > > > > > > ## EXCB - 1 ## CB - 502 ## STMH -502 >> ## MH - 506 >> ## EX. CBMH-2 ## STMH -501STMH -501 ## STMH - 502 ## STMH -501 ## STMH - 502 ## STMH -503 ## STMH -501 ## STMH - 502 ## STMH -503 ## STMH -504 ## FES - 505 >> ## MH - 11 >> 15" >> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 ## PI: 0+36.87 ## PI: 0+49.24 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## PI: 6+37.87 ## PI: 7+35.93 ## 400G ## 223G ## 412G ## 414G ## 420G 400 412 414 420 ## GARAGE 415 222 208 206 418 205 416 705 710 715 720 725 730 735 740 745 705 710 715 720 725 730 735 740 745 722.9 0+25 718.4 0+50 725.7725.9 1+00 726.6718.2 1+50 718.2 718.5 2+00 719.0719.0 2+50 719.5 719.4 3+00 720.1 720.4 3+50 726.93 728.2 727.27 728.1 4+00 727.53 728.1 720.8 4+50 720.8721.0 5+00 721.1 721.2 5+50 721.3 721.4 6+00 721.6725.8 6+50 727.4 727.44 727.7 7+00 727.32 727.7726.9 7+50 ## 8" SAN ## INV=716.75 ## 8" WM ## INV=716.79 ## CL FINISH GRADE ## CL EXISTING GRADE ## 111'-48" Reinforced Concrete Pipe @ 0.36% ## 83'-48" Reinforced Concrete Pipe @ 0.75% ## 113'-48" Reinforced Concrete Pipe @ 0.75% 187'-36" @ 0.75% ## STMH - 502STA 4+50 ## RIM 723.62 ## INV 719.79 36" NINV 720.00 15" SEINV 719.79 48" S ## STMH -504STA 2+55 ## RIM 723.67 ## INV 718.32 48" NINV 718.32 48" SW ## STMH -503STA 3+38 ## RIM 725.85 ## INV 718.94 48" NINV 718.94 48" S ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 2:46pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C500.dwg Xrefs:, 193807606_XSPL, 193807606_XSXT, 193807606-BORDER, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 92address_numbers, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## C5.01SEE SHEET ## N ## RAVINE ## STORM SEWER IMPROVEMENTS ## RAVINE ## C5.03 ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES Page 26 of 107 ## SS ## SS ## SS ## C ## E ## AC ## G-METER ## E ## E ## G-METER ## AC ## MAIL ## SS ## C ## E ## CLVT ## CLVT ## CLVT ## CLVT ## AC ## MAIL ## G-METER ## G-METER ## AC ## G-METER ## AC ## CLVT ## OHU ## W-SER ## W-SER ## W-SER ## W-SER ## E ## E ## E ## E ## E ## E ## C ## C ## H ## C ## H ## H ## C ## C ## Y ## SS ## SS ## SS ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 500 504 508 512 216 ## 219G 3+00 4+00 5+00 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 10+00 11+00 12+00 ## PI: 11+10.84 ## PI: 11+38.82 30+00 31+00 32+00 33+00 34+0034+36 ## PI: 30+47.28 ## PI: 30+75.28 ## EP: 34+35.75 705 710 715 720 725 730 735 740 745 705 710 715 720 725 730 735 740 745 0.91% -1.54% -1.24% ## PVIS: 32+81.63PVIE: 726.90 ## PVIS: 34+35.75PVIE: 725.00 ## PVI STA: 32+25.00 ## PVI ELEV: 727.78 ## K: 40.74 ## LVC: 100.00 ## BVCS: 31+75.00 ## BVCE: 727.32 ## EVCS: 32+75.00 ## EVCE: 727.01 ## HP: 32+12.25 ## EL.: 727.49 ## LP : ???EL.: ??? ## PVI STA: 30+74.52 ## PVI ELEV: 726.40 ## K: 37.06 ## LVC: 90.00 ## BVCS: 30+29.52 ## BVCE: 727.08 ## EVCS: 31+19.52 ## EVCE: 726.81 ## HP: ???EL.: ??? ## LP : 30+85.63 ## EL.: 726.66 727.53 727.6 30+00 727.15 727.3 726.83 727.1 30+50 726.67 726.9 726.68 726.7 31+00 726.86 726.9 727.09 727.1 31+50 727.32 727.5 727.47 727.9 32+00 727.47 728.2 727.31 728.0 32+50 727.01 727.7 726.68 727.4 33+00 726.37 727.1 726.06 726.6 33+50 725.75 726.1 725.44 725.9 34+00 725.13 725.8 34+5035+0035+5036+0036+5037+0037+25 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:10pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C600.dwg Xrefs:, 193807606_XSPL, 193807606_XSXT, 193807606-BORDER, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 193807606-XSRD, 92address_numbers, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## STREET IMPROVEMENTS ## THIRD STREET ## C6.01 ## C6.02SEE SHEET ## THIRD STREET ## N ## PROPOSED ## CL GRADE ## EXISTING ## CL GRADE ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES Page 27 of 107 ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## BS ## C ## CLVT ## CLVT ## G-METER ## AC ## CLVT ## CLVT ## W-SER ## W-SER ## W-SER ## W-SER ## E ## E ## E ## E ## E ## C ## C ## H ## H ## C ## Y ## Y ## SS ## SS ## SS 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G 400 212 216 209 215 ## 215G ## 219G 316 5+00 6+00 7+00 8+00 8+09 ## PI: 6+37.87 ## PI: 7+35.93 ## EP: 8+09.29 9+00 10+00 11+00 12+00 13+0014+00 15+0015+04 ## PI: 11+10.84 ## PI: 11+38.82 ## EP: 15+03.72 30+00 31+00 32+00 ## PI: 30+47.28 ## PI: 30+75.28 705 710 715 720 725 730 735 740 745 705 710 715 720 725 730 735 740 745 1.43% -1.06% 0.76% -2.45% ## PVIS: 11+24.08PVIE: 727.09 ## PVIS: 11+46.00PVIE: 726.55 ## PVIS: 11+58.73PVIE: 726.73 ## PVIS: 14+34.15PVIE: 727.41 ## PVI STA: 12+37.05 ## PVI ELEV: 725.90 ## K: 54.75 ## LVC: 100.00 ## BVCS: 11+87.05 ## BVCE: 726.43 ## EVCS: 12+87.05 ## EVCE: 726.28 ## HP: ???EL.: ??? ## LP : 12+45.18 ## EL.: 726.12 9+009+5010+00 727.3727.2 10+50 727.1 727.0 11+00 727.06 727.1 726.61 726.7 11+50 726.56 726.5 726.31 726.3 12+00 726.16 726.3 726.13 726.5 12+50 726.20 726.8 726.38 727.2 13+00 726.57 727.6 726.76 727.8 13+50 726.96 728.0 727.15 727.9 14+00 727.34 727.8 727.3 14+50 726.9 726.5 15+0015+5016+0016+25 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:10pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C600.dwg Xrefs:, 193807606_XSPL, 193807606_XSXT, 193807606-BORDER, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 193807606-XSRD, 92address_numbers, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## C6.01SEE SHEET ## N ## ELM STREET ## STREET IMPROVEMENTS ## ELM STREET ## C6.02 ## PROPOSED ## CL GRADE ## EXISTING ## CL GRADE ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES ## CONSTRUCT CONCRETE ## STEPS (AS DIRECTED ## BY ENGINEER) ## REINSTALL YARD ## LIGHT ## REINSTALL DECORATIVE ## YARD LIGHT Page 28 of 107 ## SS ## SS ## SS ## SS ## SS ## AC ## CLVT ## CLVT ## CLVT ## G-METER ## MAIL ## AC ## H ## C ## C ## E ## AC ## G-METER ## E ## E ## G-METER ## AC ## MAIL ## SS ## C ## E ## SS ## SS ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## CLVT ## AC ## C ## MAIL ## G-METER ## G-METER ## AC ## G-METER ## AC ## CLVT ## CLVT ## OHU ## OHU ## OHU ## OHU ## E ## C ## E ## E ## E ## E ## E ## E ## C ## C ## H ## H ## C ## C ## SS ## 400G ## 223G ## 412G ## 414G ## 420G 400 412 414 420 ## GARAGE 415 222 208 206 418 205 416 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 ## PI: 0+36.87 ## PI: 0+49.24 ## PI: 1+49.18 ## PI: 2+54.57 ## PI: 3+37.89 ## PI: 4+50.40 ## PI: 6+37.87 ## PI: 7+35.93 14+00 15+00 ## EP: 15+03.72 32+00 33+00 34+00 ## EP: 34+35.75 705 710 715 720 725 730 735 740 745 705 710 715 720 725 730 735 740 745 0+25 ## UPDATE 0+50 ## UPDATE 717.3717.6 1+00 ## UPDATE 718.0720.6 1+50 ## UPDATE 724.1 724.0 2+00 ## UPDATE 723.8723.7 2+50 ## UPDATE 724.2724.9 3+00 ## UPDATE 725.5 727.4 3+50 ## UPDATE 726.9727.3 4+00 ## UPDATE 727.5725.8 4+50 ## UPDATE 726.0 726.1 5+00 ## UPDATE 726.3726.5 5+50 ## UPDATE 726.7726.9 6+00 ## UPDATE 727.0727.2 6+50 ## UPDATE 727.4 7+00 ## UPDATE 7+50 ## UPDATE 1.45% -0.67% 33.00% -0.59% 2.62% 0.76% 0.00% 1.17% ## PVIS: 0+59.98PVIE: 717.05 ## PVIS: 1+26.89PVIE: 718.02 ## PVIS: 1+41.83PVIE: 717.92 ## PVIS: 1+60.93PVIE: 724.22 ## PVIS: 2+54.57PVIE: 723.67 ## PVIS: 3+37.89PVIE: 725.85 ## PVIS: 4+50.40PVIE: 725.77 ## PVIS: 6+12.03PVIE: 727.00PVIS: 6+37.13PVIE: 727.00 ## PVIS: 6+79.51PVIE: 727.50 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:10pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C600.dwg Xrefs:, 193807606_XSPL, 193807606_XSXT, 193807606-BORDER, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 193807606-XSRD, 92address_numbers, 193807606-MarkHerd ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## C5.01SEE SHEET ## RAVINE ## NOTE: ## SEE SHEET G0.04 FOR ## GENERAL PROJECT NOTES ## STREET IMPROVEMENTS ## RAVINE ## C6.03 Page 29 of 107 31+00 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 -40.0727.5 -3.00% -3.00% 2.00% 1.50% 8.9% 1:11 31+25 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 -35.1 727.4 -3.00% -3.00% 2.00% 1.50% 25.0% 1:4 31+50 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 -35.7727.5 -3.00% -3.00% 2.00% 1.50% 25.0% 1:4 31+75 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 40.0 728.4 -35.0727.6 -3.00% 2.00% 1.50% 14.7% 1:7 -3.00% 2.00% 1.50% 25.0% 1:4 32+00 716 718 720 722 724 726 728 730 732 734 736 738 740 716 718 720 722 724 726 728 730 732 734 736 738 740 34.9727.6 -40.0 727.9 -3.00% 2.00% 1.50% 2.0% 1:50 -3.00% 2.00% 1.50% 6.0% 1:17 32+25 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 40.0 728.0 -40.0 728.1 -3.00% 2.00% 1.50% 6.4% 1:16 -3.00% 2.00% 1.50% 9.0% 1:11 32+50 716 718 720 722 724 726 728 730 732 734 736 738 716 718 720 722 724 726 728 730 732 734 736 738 36.0728.1 -36.3727.5 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 2.0% 1:50 32+75 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 40.0 727.8 -40.0728.0 -3.00% 2.00% 1.50% 10.9% 1:9 -3.00% 2.00% 1.50% 16.3% 1:6 -50-40-30-20-10 726.6 ℄ 726.62 +10+20+30+40+50 -50-40-30-20-10 726.8 ℄ 726.82 +10+20+30+40+50 -50-40-30-20-10 727.1 ℄ 727.07 +10+20+30+40+50 -50-40-30-20-10 727.5 ℄ 727.46 +10+20+30+40+50 -50-40-30-20-10 728.0 ℄ 728.02 +10+20+30+40+50 -50-40-30-20-10 728.2 ℄ 728.21 +10+20+30+40+50 -50-40-30-20-10 728.0 ℄ 727.97 +10+20+30+40+50 -50-40-30-20-10 727.7 ℄ 727.66 +10+20+30+40+50 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:11pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C700.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## CROSS SECTIONS ## THIRD STREET ## C7.01 Page 30 of 107 33+00 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 40.0 728.1 -40.0 728.0 -3.00% 2.00% 1.50% 20.7% 1:5 -3.00% 2.00% 1.50% 20.7% 1:5 33+25 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 40.0 727.6 -40.0727.6 -3.00% 2.00% 1.50% 17.0% 1:6 -3.00% 2.00% 1.50% 19.2% 1:5 33+50 718 720 722 724 726 728 730 732 734 718 720 722 724 726 728 730 732 734 40.1 727.8 -40.0726.9 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 13.2% 1:8 33+75 718 720 722 724 726 728 730 732 734 736 718 720 722 724 726 728 730 732 734 736 42.5 728.1 -40.0726.5 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 10.6% 1:9 34+00 718 720 722 724 726 728 730 732 734 736 718 720 722 724 726 728 730 732 734 736 42.6 728.0 -40.0726.3 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 9.3% 1:11 34+25 720 722 724 726 728 730 732 734 720 722 724 726 728 730 732 734 -50-40-30-20-10 727.4 ℄ 727.37 +10+20+30+40+50 -50-40-30-20-10 727.1 ℄ 727.08 +10+20+30+40+50 -50-40-30-20-10 726.6 ℄ 726.61 +10+20+30+40+50 -50-40-30-20-10 726.1 ℄ 726.14 +10+20+30+40+50 -50-40-30-20-10 725.8 ℄ 725.82 +10+20+30+40+50 -50-40-30-20-10 725.8 ℄ 725.79 +10+20+30+40+50 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:11pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C700.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## CROSS SECTIONS ## THIRD STREET ## C7.02 Page 31 of 107 11+50 722 724 726 728 730 732 734 722 724 726 728 730 732 734 11+75 722 724 726 728 730 732 734 736 722 724 726 728 730 732 734 736 12+00 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 37.6727.7 -42.9 729.0 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 25.0% 1:4 12+25 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 37.0727.4 -40.0 727.2 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 12.8% 1:8 12+50 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 32.7726.3 -40.3728.1 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 25.0% 1:4 12+75 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 38.5727.8 -40.0728.1 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 24.6% 1:4 13+00 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 37.2727.7 -40.0727.6 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 15.2% 1:7 13+25 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 36.5727.7 -40.0 727.7 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 13.4% 1:7 13+50 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 35.4727.6 -40.0728.0 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 15.9% 1:6 13+75 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 35.8727.9 -40.0727.7 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 9.5% 1:11 -50-40-30-20-10 726.7 ℄ 726.69 +10+20+30+40+50 -50-40-30-20-10 726.5 ℄ 726.46 +10+20+30+40+50 -50-40-30-20-10 726.3 ℄ 726.34 +10+20+30+40+50 -50-40-30-20-10 726.3 ℄ 726.33 +10+20+30+40+50 -50-40-30-20-10 726.5 ℄ 726.46 +10+20+30+40+50 -50-40-30-20-10 726.8 ℄ 726.83 +10+20+30+40+50 -50-40-30-20-10 727.2 ℄ 727.22 +10+20+30+40+50 -50-40-30-20-10 727.6 ℄ 727.62 +10+20+30+40+50 -50-40-30-20-10 727.8 ℄ 727.82 +10+20+30+40+50 -50-40-30-20-10 728.0 ℄ 727.98 +10+20+30+40+50 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:11pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C700.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## CROSS SECTIONS ## ELM STREET ## C7.3 Page 32 of 107 11+50 722 724 726 728 730 732 734 722 724 726 728 730 732 734 11+75 722 724 726 728 730 732 734 736 722 724 726 728 730 732 734 736 12+00 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 37.6727.7 -42.9 729.0 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 25.0% 1:4 12+25 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 37.0727.4 -40.0 727.2 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 12.8% 1:8 12+50 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 32.7726.3 -40.3728.1 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 25.0% 1:4 12+75 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 38.5727.8 -40.0728.1 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 24.6% 1:4 13+00 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 37.2727.7 -40.0727.6 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 15.2% 1:7 13+25 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 36.5727.7 -40.0 727.7 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 13.4% 1:7 13+50 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 35.4727.6 -40.0728.0 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 15.9% 1:6 13+75 720 722 724 726 728 730 732 734 736 720 722 724 726 728 730 732 734 736 35.8727.9 -40.0727.7 -3.00% 2.00% 1.50% 25.0% 1:4 -3.00% 2.00% 1.50% 9.5% 1:11 -50-40-30-20-10 726.7 ℄ 726.69 +10+20+30+40+50 -50-40-30-20-10 726.5 ℄ 726.46 +10+20+30+40+50 -50-40-30-20-10 726.3 ℄ 726.34 +10+20+30+40+50 -50-40-30-20-10 726.3 ℄ 726.33 +10+20+30+40+50 -50-40-30-20-10 726.5 ℄ 726.46 +10+20+30+40+50 -50-40-30-20-10 726.8 ℄ 726.83 +10+20+30+40+50 -50-40-30-20-10 727.2 ℄ 727.22 +10+20+30+40+50 -50-40-30-20-10 727.6 ℄ 727.62 +10+20+30+40+50 -50-40-30-20-10 727.8 ℄ 727.82 +10+20+30+40+50 -50-40-30-20-10 728.0 ℄ 727.98 +10+20+30+40+50 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:11pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C700.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## CROSS SECTIONS ## ELM STREET ## C7.04 Page 33 of 107 ## NOTE: ALL INFILTRATION AREAS SHALL BE ## REPAIRED UNTIL MANHOLE IS WATER TIGHT. 2" ## VARIES 4'-0" ## "B" ## "A" 5" 4'-0" 12" - 24" ## PRECAST INVERT WITH A MINIMUM 1% THROUGH SLOPE REQUIRED. ## PRECAST INVERT MUST BE 1/2 DIAMETER OF THE PIPE AND ## BENCHES SLOPED 2" TOWARD THE INVERT. ## MANHOLE STEPS SHALL BE PLACED SO THAT ## OFFSET VERTICAL PORTION OF CONE IS ## FACING DOWNSTREAM. ## NEENAH COVER R-1642-5001, LETTERED "SANITARY ## SEWER" WITH 2 CONCEALED PICK HOLES AND SELF ## SEALING LID. SEE SPECIFICATION FOR CASTING NUMBER. ## MINIMUM OF 2 MAXIMUM OF 4 ADJUSTMENT RINGS. ## RINGS SHALL BE CONCRETE MORTAR WITH ## INFRASHIELD. ## MAXIMUM 20"ADJUSTMENT ALLOWED ## INCLUDING RINGS AND CASTING. ## MANHOLE STEPS, COPOLYMER POLYPROPYLENE PLASTIC, ## WITH 1/2" GRADE 60 STEEL REINFORCEMENT OR ## EQUAL, 16" ON CENTER. (NO STEPS ALLOWED IN UPPER ## 27" BARREL) ## ALL JOINTS IN MANHOLE TO HAVE SELF ## LUBRICATING RUBBER GASKETS, RAMNECK, AND ## GATOR WRAP. ## PIPE SHALL BE CUT 2" FROM ## INSIDE FACE OF WALL. ## NOTE: KOR-N-SEAL MANHOLE TO BE USED FOR PIPE ## / MANHOLE CONNECTION. ## ALL DOG HOUSES SHALL BE GROUTED ON ## INSIDE OF MANHOLE. ## COMPACT TO TOP OF PIPE, TO FIRST JOINT. ## MINIMUM THICKNESS OF PRECAST BASE IS 6" FOR ## 14' DEEP OR LESS, AND INCREASES 1" IN ## THICKNESS FOR EVERY 4' OF DEPTH GREATER ## THAN 14'. ## PLAN ## SECTION ## FRAME ## R1642-2310B ## R1755G ## A 27" 27" ## B 7" 7" 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## OUTER SURFACE OF ALL PRE-CAST SECTIONS ## SHALL RECEIVE 2 COATS OF BITUMINOUS DAMP ## PROOFING (SEE ENGINEERING GUIDELINES OR ## PROJECT SPECIFICATIONS FOR MORE DETAILS) . ## .1' DROP ACROSS INVERTS MIN. ## NOTE: ALL INFILTRATION AREAS SHALL BE ## REPAIRED UNTIL MANHOLE IS WATER TIGHT. 2" ## VARIES 4'-0" ## "B" ## "A" 5" 4'-0" ## PRECAST INVERT WITH A MINIMUM 1% THROUGH SLOPE ## REQUIRED. ## PRECAST INVERT MUST BE 1/2 DIAMETER OF THE PIPE AND BENCHES ## SLOPED 2" TOWARD THE INVERT. ## MANHOLE STEPS SHALL BE PLACED ## SO THAT OFFSET VERTICAL PORTION ## OF CONE IS FACING DOWNSTREAM. ## NEENAH COVER R1642-5001, LETTERED ## "SANITARY SEWER" WITH 2 CONCEALED PICK ## HOLES AND SELF SEALING LID. SEE ## SPECIFICATIONS FOR CASTING NUMBER ## MINIMUM OF 2 MAXIMUM OF 4 ## ADJUSTMENT RINGS. RINGS SHALL BE ## CONCRETE MORTAR WITH INFRASHIELD. ## MAXIMUM 20" ADJUSTMENT ALLOWED ## INCLUDING RINGS AND CASTING ## MANHOLE STEPS, COPOLYMER POLYPROPYLENE ## PLASTIC, WITH 1/2" GRADE 60 STEEL ## REINFORCEMENT OR EQUAL, 16" ON CENTER. ## (NO STEPS ALLOWED IN UPPER 27" BARREL) ## ALL JOINTS IN MANHOLE TO HAVE SELF ## LUBRICATING RUBBER GASKETS, RAMNECK, AND ## GATOR WRAP. ## PIPE SHALL BE CUT OUT 2" FROM ## INSIDE FACE OF WALL. ## NOTE: KOR-N-SEAL MANHOLE TO BE ## USED FOR PIPE / MANHOLE CONNECTION. ## ALL DOG HOUSES SHALL BE GROUTED ## ON INSIDE OF MANHOLE. ## MINIMUM THICKNESS OF PRECAST BASE IS ## 6" FOR 14' DEEP OR LESS, AND INCREASES ## 1" IN THICKNESS FOR EVERY 4' OF DEPTH ## GREATER THAN 14'. ## PLAN ## SECTION ## FRAME ## R16420245 ## R1755G ## A 27" 27" ## B 7" 7" 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## OUTER SURFACE OF ALL PRE-CAST SECTIONS SHALL RECEIVE 2 COATS OF BITUMINOUS ## DAMP PROOFING (SEE ENGINEERING GUIDELINES OR PROJECT SPECIFICATIONS FOR ## MORE DETAILS) . 12" - 24" ## .1' DROP ACROSS INVERTS (MIN.) ## NOTE: ALL INFILTRATION AREAS SHALL BE ## REPAIRED UNTIL MANHOLE IS WATER TIGHT. 2" 6'-0" ## VARIES ## "B" ## "A" ## 5" (MIN) 4'-0" 12" - 24" ## MINIMUM THICKNESS OF PRECAST BASE IS 6" ## FOR 14' DEEP OR LESS, AND INCREASES 1" IN ## THICKNESS FOR EVERY 4' OF DEPTH GREATER ## THAN 14'. ## PRECAST INVERT WITH A MINIMUM 1% THROUGH ## SLOPE REQUIRED. ## PRECAST INVERT MUST BE 1/2 DIAMETER OF THE PIPE ## AND BENCHES SLOPED 2" TOWARD THE INVERT. ## MANHOLE STEPS SHALL BE PLACED ## SO THAT OFFSET VERTICAL PORTION ## OF CONE IS FACING DOWNSTREAM. ## NEENAH COVER R1642-5001, LETTERED ## "SANITARY SEWER", WITH 2 CONCEALED PICK ## HOLES AND SELF SEALING LID. SEE ## SPECIFICATION FOR CASTING NUMBER. ## MINIMUM OF 2 MAXIMUM OF 4 ADJUSTMENT ## RINGS. RINGS SHALL BE CONCRETE MORTAR ## WITH INFRASHIELD. ## MAXIMUM 20" ADJUSTMENT ALLOWED ## INCLUDING RINGS AND CASTING. ## MANHOLE STEPS, COPOLYMER POLYPROPYLENE ## PLASTIC, WITH 1/2" GRADE 60 STEEL ## REINFORCEMENT OR EQUAL,16" ON CENTER. ## (NO STEPS ALLOWED IN TOP SLAB.) ## ALL JOINTS IN MANHOLE TO HAVE SELF ## LUBRICATING RUBBER GASKETS, RAMNECK, ## AND GATOR WRAP. ## PIPE SHALL BE CUT OUT 2" FROM ## INSIDE FACE OF WALL. ## NOTE: KOR-N-SEAL MANHOLE TO BE USED ## FOR PIPE / MANHOLE CONNECTION. ## ALL DOG HOUSES SHALL BE GROUTED ## ON INSIDE OF MANHOLE. ## 2 BEADS OF ## RAMNEK OR ## EQUAL ## PLAN ## SECTION ## FRAME ## R1642-2310B ## R1755G ## A 27" 27" ## B 7" 7" 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## OUTER SURFACE OF ALL PRE-CAST SECTIONS ## SHALL RECEIVE 2 COATS OF BITUMINOUS DAMP ## PROOFING (SEE ENGINEERING GUIDELINES OR ## PROJECT SPECIFICATIONS FOR MORE DETAILS) . ## .1' DROP ACROSS INVERTS (MIN.) ## ·NOTE: OUTER SURFACE OF ALL PRE-CAST ## SECTIONS SHALL RECEIVE 2 COATS OF ## BITUMINOUS DAMP PROOFING (SEE ## ENGINEERING GUIDELINES OR PROJECT ## SPECIFICATIONS FOR MORE DETAILS). ## NEENAH COVER R-1642-5001, LETTERED ## "SANITARY SEWER", WITH 2 CONCEALED ## PICK HOLES AND SELF ## SEALING LID. SEE SPECS. FOR CASTING ## NUMBERS. ## MINIMUM OF 2 MAXIMUM OF 4 ADJUSTMENT ## RINGS. RINGS SHALL BE CONCRETE MORTAR ## WITH INFRASHIELD. ## ·MAXIMUM 20" ADJUSTMENT ALLOWED ## INCLUDING RINGS AND CASTING. ## MANHOLE STEPS, COPOLYMER ## POLYPROPYLENE PLASTIC, WITH 1/2" ## GRADE 60 STEEL REINFORCEMENT OR ## EQUAL 16" ON CENTER. (NO STEPS ## ALLOWED IN UPPER 27" BARREL.) ## ·MANHOLE STEPS SHALL BE ## PLACED SO THAT OFFSET ## VERTICAL PORTION OF CONE IS ## FACING DOWNSTREAM. ## ALL JOINTS IN MANHOLE TO HAVE SELF ## LUBRICATING RUBBER GASKETS, RAMNECK, ## AND GATOR WRAP. ## ·PIPE SHALL BE CUT OUT FLUSH ## WITH INSIDE FACE OF WALL. ## ·NOTE: KOR-N-SEAL MANHOLE TO BE ## USED FOR PIPE / MANHOLE CONNECTION. ## ·ALL DOG HOUSES SHALL BE ## GROUTED ON INSIDE OF MANHOLE. ## PRECAST INVERT SHOULD BE 1/2 ## DIAMETER OF PIPE AND BENCHES ## SLOPED 2" TOWARD INVERT. ## CONNECT WITH ## PVC SLEEVE ## WITH A ## TRANSITION ## GASKET. ## DROP ## VARIES ## (3' MIN.) ## C900 20' ## C900 ## VARIES 12"-16" 4'-0" ## 8" DIP TEE ## SECTION ## EPOXY COATED 4'-0" 5" 27" ## HORSESHOES ## FILLED WITH ## CONCRETE ## MORTAR ON ALL ## SIDES (SEE DETAIL) ## 1/2 DIA OF PIPE ## PRECAST 8"-1/4 DIP EPOXY ## COATED BEND INTEGRAL ## WITH BASE SECTION 21" 79" ## SECTION 18" 3" 6" ## PLAN 7 1/2" 3" 15" ## 7-1/2"R 3" ## ·INTERIOR MANHOLE WALL SHALL BE ## COMPLETELY LINED WITH HDPE, SEE ## SPEC FOR MORE DETAILS. ## HORSESHOE DETAILS ## SECTION ## FRAME ## R1642-2310B ## R1755G ## A 27" 27" ## B 7" 7" 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com ## Plot Date: 05/21/2026 ## ·NOTE: ALL INFILTRATION AREAS ## SHALL BE REPAIRED UNTIL MANHOLE IS ## WATER TIGHT. ## COMPACTED BACKFILL ## BC ## 0.5BC 12" 6" ## BC+12" MIN. ## "BC" DENOTES OUTSIDE ## DIAMETER OF PIPE ## GRANULAR BORROW ## MNDOT SPEC. 3149A ## MOD. ## PIPE FOUNDATION & BEDDING IN GOOD SOILS 12" ## 6" INCIDENTAL ## 6" PAY DEPTH ## BC+12" MIN. ## BC ## 0.5BC ## "BC" DENOTES OUTSIDE ## DIAMETER OF PIPE ## COMPACTED ## BACKFILL ## COURSE FILTER ## AGGR. MNDOT ## SPEC. 3149H MOD. ## FOUNDATION ## IMPROVED PIPE FOUNDATION & BEDDING IN POOR SOILS ## INCREMENTS (TYP.) 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com ## Plot Date: 05/21/2026 ## CL ## VARIABLE ## PL 10' 24" ## VARIABLE ## VARIABLE ## VERTICAL 2" PVC ## TRACER WIRE BOX BY ## VALVCO OR APPROVED ## EQUAL, PER DETAIL ## WAT-9 (COVER TO READ ## VALVCO SEWER) ## 4"X4" MARKER ## (PAINT GREEN) ## INSTALL #12 SOLID ## INSULATED COPPER TRACER ## WIRE- GREEN IN COLOR ## NOTES: ## 1. SEWER SERVICES, 4" SCHEDULE 40 PVC SEWER PIPE ## 2. SLOPE - 1/4" PER FOOT MINIMUM. ## 3. PIPE JOINTS SHALL BE NON GASKETED, SOLVENT WELD TYPE. ## 4. ALL PIPE SHALL BE BEDDED IN GRANULAR BORROW 3149.2B1 ## EXCEPT THE LAST TEN FEET WHERE COARSE FILTER AGGREGATE ## (3149.2H) AGGREGATE WILL BE REQUIRED. ## 5. BENDS OF 45° OR LESS SHALL BE USED WITHIN THE LAST 5' OF THE ## SERVICE IF THE DEPTH OF THE SERVICE WOULD EXCEED 10'. ## 6. NO SERVICE RISERS LESS THAN 3 FEET SHALL BE PERMITTED. ## 7. A SEPARATE TRACER WIRE WILL EXTEND FROM THE FINISH GRADE ## AT TRACER WIRE BOX AND FOLLOW SEWER SERVICE TO STRUCTURE ## FOUNDATION. TRACER WIRE FROM BOX TO FOUNDATION BY ## OTHERS. ## 8.FOR DEPTHS GREATER THAN 22', SERVICE PIPE SHALL BE C900 FROM ## MAIN TO CONNECTION, WITH TRANSITION FITTING FROM C900 TO ## SCH 40 INSTALLED AT CONNECTION LOCATION. ## WYE INFORMATION AS PER ## ENGINEER GUIDELINES ## 4" PVC SCHEDULE 40, ## SANITARY SEWER SERVICE 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## CONNECTION ## LOCATION ## PVC PIPE ## BED AND ENCASE IN SELECT GRANULAR, ## TYPICAL PVC APPLICATION. ## SERVICE RISERS FOR SEWER MAINS LESS THAN 22' SHALL BE ## SCHEDULE 40 PVC (SOLVENT WELD JOINTS). ## FOR DEPTHS GREATER THAN 22', SERVICE PIPE SHALL BE ## C900 FROM MAIN TO CONNECTION WITH TRANSITION ## FITTING FROM C900 TO SCH 40 INSTALLED AT CONNECTION ## LOCATION. ## MINIMUM 6" THICK ## CONCRETE ENCASEMENT ## PAYMENT ## SANITARY SEWER MAIN ## (GRAVITY) 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## WYE INFORMATION ## AS PER ENGINEERING ## GUIDELINES ## TYPE PE ## MIN. 7'-0" ## CL ## VARIABLE ## PL 10' ## VARIABLE ## VARIABLE ## WATER SERVICE 1" ## SIDR 7 IPS PE ## PIPE ## 1" CORPORATION STOP ## VARIABLE ## NOTE: FOR SERVICES LARGER THAN 1" A TAPPING ## SLEEVE IS REQUIRED. ROCKWELL TYPE 230, FULL ## CIRCLE, WITH TAP THREADED FOR APPROPRIATE ## SIZE COPPER CORPORATION STOP. (OR EQUAL) ## CORPORATION STOP ## MUELLER B25009N ## FORD FB1001-4Q ## A.Y. MCDONALD 74704B ## CURB STOP ## MUELLER B25222N ## FORD B66444MQ ## A.Y. MCDONALD 76104 ## CURB BOX ## MUELLER H-10300-N OR H-10302-N ## FORD EM2-75-56R-NL OR EM2-75-57R-NL ## A.Y. MCDONALD 75615 OR 75614 ## NOTES:1. CURB BOX SHALL HAVE A STATIONARY ROD. ## 2. CURB BOX SHALL EXTEND FROM 78" TO 90". ## 3. ALL PIPE SHALL BE BEDDED IN GRANULAR BORROW 3149.2B1 EXCEPT THE LAST TEN ## FEET WHERE COARSE FILTER AGGREGATE (3149.2H) WILL BE REQUIRED. ## 4. IF CURB STOP IS IN DRIVEWAY, CONTRACTOR MUST INSTALL A FORD A-1 CASTING, ## MARKED WITH "WATER" ON LID. ## 5. CURB BOX LID SHALL BE MUELLER #89375 "TW" OR EQUAL. ## 6. ALL BRASS FITTINGS SHALL BE "NO LEAD BRASS". ## 7. PIPE INSERT STIFFENERS REQUIRED FOR FITTING CONNECTIONS. ## 8. HDPE SERVICE PIPE SHALL BE MANUFACTURED BY ENDOPURE OR BLUE ULTRA PIPE. ## ADD 6" PIECE WITH PLASTIC ## PLUG TAPED TO END. ## CONCRETE BLOCK SUPPORT ## 4"X4" WOOD FENCE ## POST 4' ABOVE GRADE ## (PAINTED BLUE) ## CURB STOP AND BOX ## (ADJUST TO 1" BELOW ## FINISH GRADE) ## WATER MAIN 45° ## PVC WATER MAIN ## STAINLESS STEEL ## SERVICE SADDLE ## SMITH-BLAIR 372 OR ## APPROVED EQUAL 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## #12 SOLID INSULATED ## TRACER WIRE ## *TRANSITION COUPLER USED ON EXISTING SERVICES. SEE PLAN SHEETS FOR TYPE PER ADDRESS. ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:11pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 ## STANDARD DETAILS ## SANITARY SEWER ## C8.01 Page 34 of 107 ## NOTE: ## CLEANOUT CAP SHALL BE ## THREADED MALLEABLE IRON ## (GALVANIZED) ## NOTE: ## ENCLOSE LONG SWEEP BEND ## OR COMBINATION WYE IN ## CONCRETE AS SHOWN. ## PVC CLEAN OUT RISER ## WITH FEMALE THREADED ## INSERT ## SCHEDULE 40 PVC ## SDR-26 ## PVC COMBINATION ## WYE ## LONG SWEEP OR ## TWO 45° BENDS ## CONCRETE MIN. 1/3 CU. YDS. ## CONCRETE MIN. 1/3 CU. YDS. ## IN LINE CLEANOUTEND OF LINE CLEANOUT ## NOTE: ## CLEANOUT IS REQUIRED FOR EVERY ## 100 FEET OF SERVICE LENGTH. ## NOTE: ## 1. IF CLEAN OUT IS IN DRIVEWAY, CONTRACTOR MUST INSTALL FORD ## A-1 CASTING, MARKED WITH "SEWER" ON LID. ## 2. IF VALVE BOX IS IN ROADWAY, CONTRACTOR MUST INSTALL TOP ## SECTION OF A VALVE BOX WITH LID MARKED "SEWER". 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com ## Plot Date: 05/21/2026 ## 5. ALL BENDS AND FITTINGS SHALL BE RESTRAINED ## WITH BOTH EPOXY COATED MEGA-LUGS AND THRUST ## BLOCKING. ## NOTES: ## 1. SHAPE OF BACK OF BUTTRESS ## MAY VARY AS LONG AS ## POURED AGAINST FIRM ## UNDISTURBED EARTH. ## 2. DIMENSION C1,C2,C3 SHOULD ## BE LARGE ENOUGH TO MAKE ## ANGLE Θ EQUAL TO OR ## LARGER THAN 45°. ## 3. DIMENSION A1,A2,A3 SHOULD ## BE AS LARGE AS POSSIBLE ## WITHOUT INTERFERING WITH ## MJ BOLTS. ## 4. PROVIDE POLYETHYLENE WRAP AROUND ALL WATERMAIN. ## B 2 ## A 2 ## A ## A 3 ## B ## A 3 ## A ## A ## D D D 1 2 3 ## C1,C2,C3 90° ## 3' MIN. 6" ## A 1 ## A ## A ## B 1 ## PLAN 22 1/2° BENDS ## SECTION A-A ## PLAN 45° BENDS ## PLAN 90° BENDS ## BUTTRESS DIMENSIONS ## PIPE ## SIZE ## 22 1/2° BEND ## 45° BEND90° BEND 6" 8" 12" 16" 20" 24" 30" ## B 1 1'-5" 1'-5" 1'-10" 3'-0" 3'-6" 4'-4" -- 3'-0" 2'-8" 2'-0" 1'-10" 1'-5" 1'-5" 1 ## DB 2 1'-5" 2'-1" 3'-4" 3'-10" 5'-6' 6'-10" 9'-3" 2 ## D 1'-5" 1'-6" 2'-0" 3'-0" 3'-4" 3'-10" 6'-0" 3 ## B 2'-1" 2'-8" 4'-9" 6'-2" 8'-4" 9'-8" 17'-0" 3 ## D 1'-6" 2'-0" 2'-6" 3'-6" 4'-0" 5'-0" 6'-0" ## CONCRETE SHALL BE ## IN CONTACT WITH ## THIS QUADRANT OF ## PIPE ## Θ=45° MIN. ## Θ ## =45° MIN. ## Θ ## =45° MIN. ## BEDDING MATERIAL ## UNDISTURBED EARTH ## CONCRETE ## VARIABLE 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## MIN. 1" CORPORATION STOP ## 18" TO ## FINISHED ## GRADE ## AFTER MEETING TEST REQUIREMENTS ## THE AIR BLEED LINE SHALL BE ## DISCONNECTED AT THE PLUG WITH ## NO ADDITIONAL COMPENSATION. ## WATER MAIN 1' ## CURB STOP ## AND BOX ## PLUGGED END 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## GRADE 2.70' 21" ## TWO RING TEMINALS TO BE USED ## TO CONNECT TRACER WIRE TO ## HYDRANT BOLT AT EACH HYDRANT. ## NOTES: ## 1) TRACER WIRE FOR PVC PIPE TO ## BE CONNECTED AT ALL ## HYDRANTS. ## 2) 1" CONDUIT TO BE ATTACHED ## TO HYDRANT BREAK OFF WITH A ## STEEL BAND OR A HOSE CLAMP. ## 2' LONG ## 1" Ø CONDUIT 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## V ## A ## L ## V ## C ## O ## W ## A ## T ## E ## R ## SUFFICIENT SLACK SHALL BE ## LEFT IN WIRE SO COVER MAY ## BE LIFTED WITH WIRE STILL ## INTACT. ## #12 SOLID INSULATED TRACER WIRE ## SHALL BE STRIPPED AND ATTACHED ## TO STAINLESS STEEL SCREWS ## MOUTED TO UNDERSIDE OF LID. ## ACCESS BOX LID SHALL BE MADE ## OF CAST IRON AND INSTALLED TO ## GRADE. ## LID SHALL BE ABLE TO LOCK AND ## UNLOCK WITH A STANDARD ## PENTAGON HEAD 1 /2" KEY ## WRENCH. 4" 12" ## BASE SECTION CONSTRUCTED OF ## ABS PLASTIC, FLARED AT THE ## BOTTOM. ## TOP SECTION CONSTRUCTED OF ## CAST IRON 2-5/8" ## TRACER WIRE BOX BY VALVCO, ## OR APPROVED EQUAL 1-3/4" 3-3/4" 3-1/8" 4" 1-1/2" 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER · · · ## GRADE ## NO. 6860 ## NO. H-10361 ## NO. B-5160 ## DROP LID ## TYLER ## MUELLER ## BIBBY-STE-CROIX ## TOP ## TYLER ## MUELLER ## BIBBY-STE-CROIX · · · · ## 8" CONC. BLOCK 3' ## BASE ## NO. 6860 ## NO. H-10361 ## NO. VB502 26" 26" 27" ## NO. 58 ## NO. 59 ## NO. 60 14" 18" 24" ## NO. 58 ## NO. 59 14" 20" ## EXTENSION ## TYLER ## MUELLER ## BIBBY-STE-CROIX ## VB520 VB521 ## VB522 VB523 ## NO. 57 ## NO. 58 ## NO. 59 ## NO. 60 9" 14" 20" 26" ## BOTTOM ## TYLER ## MUELLER ## BIBBY-STE-CROIX ## NO. 6860 ## NO. H-10361 ## NO. VB516 65" 65" 60" ## MEGALUGS ## MEGALUGS ## RESILIANT WEDGE VALVE ## CONFORMING TO AWWA ## C509-DI OR C515 STANDARDS ## WITH STAINLESS STEEL BOLTS ## AND BRONZE TOP NUT ## GATE VALVE ADAPTER: 1/4" ## STEEL WITH PROTECTIVE ## COATING, 1/2" RUBBER ## GASKET INSTALLED BETWEEN ## THE GATE VALVE AND GATE ## VALVE ADAPTER. ## NOTES: CORE BLUE BOLTS REQUIRED FOR ALL ## MECHANICAL FITTINGS. ANTI-CORROSIVE COATING ## REQUIRED ON ALL BOLTS AND TIE ROD ## ASSEMBLIES. ## PROVIDE POLYWRAP AROUND ALL WATERMAIN ## 7.5' MINIMUM COVER REQUIRED OVER TOP ## OF WATER MAIN. ## RESTRAIN TEE AND VALVE WITH ## EPOXY COATED MEGALUG (OR EQUAL) ## THRUST RESTRAINTS. ## ADJUST TOP TO 1/2" BELOW ## GRADE. BOX TO BE SET TO ## PROVIDE 12" OF ADJUSTMENT. ## TYLER NO. 6860 MUELLER NO. ## H-10357 BIBBY-STE-CROIX ## B-5001 GATE VALVE BOX, ## SCREW TYPE, 3 PIECE, 5 1/4" ## SHAFT, SIZE G BOX, 7'-6" ## EXTENDED, #6 ROUND BASE ## PROVIDE VALVE STEM RISERS ## TO WITHIN 1 FOOT OF THE ## SURFACE. Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER 6 oz. ZINC ANODE CAP. ## SEE ENGINEERING ## GUIDELINES ## 733 Marquette Ave Suite 1000 ## Minneapolis, MN 55402 www.stantec.com . 3' ## GRADE 2.70' 21" ## MEGALUGS ## MEGALUGS ## 6" LEAD ## 8" CONC. BLOCK ## PROVIDE POLYWRAP AROUND ALL ## WATERMAIN (GENERAL ## REQUIREMENTS) AND UP THE HYDRANT ## BARREL TO THE BREAK OFF FLANGE. ## RESILIENT WEDGE VALVE ## CONFORMING TO AWWA ## C-509-DI STANDARDS WITH ## STAINLESS STEEL BOLTS ## AND BRONZE TOP NUT ## POURED CONCRETE THRUST BLOCK ## REQUIRED IF STANDARD BLOCK ## CAN'T BE PLACED TO VIRGIN ## GROUND. OWNER TO APPROVE. ## 1 CU. YD. OF 1 1/2" IGNEOUS ROCK ONLY. ## MINIMUM OF 1' ABOVE WEEP HOLES. ## COVER WITH 2 LAYERS OF POLYETHYLENE. ## RESTRAIN HYDRANT,VALVE,AND TEE ## WITH MEGALUG THRUST RESTRAINT (OR ## EQUAL) ## FOR VALVE BOX INSTALLATION SEE ## DETAIL PLATE NO. WAT-1. ## CORE BLUE BOLTS REQUIRED FOR ALL ## MECHANICAL FITTINGS. ANTI-CORROSIVE ## COATING REQUIRED ON ALL BOLTS AND ## TIE ROD ASSEMBLIES. ## PROVIDE A VENTED CAP ON ONE 2 ## 1/2" NOZZLE. ## HYDRANT SHALL BE FOR 8.0' BURY. ## WATERMAIN SHALL HAVE 7'-6" OF COVER. ## HYDRANT SHALL BE WATEROUS PACER ## WB-67-250 WITH 16" TRAFFIC BREAK OFF ## SECTION, AND EPOXY COATED BOOT. ## ALL HYDRANT LEAD AND PIPE JOINTS ## SHALL BE RESTRAINED WITH TIE RODS ## AND EPOXY COATED MEGALUGS. ## HYDRANT MARKER WITH FLEX ## SPRING HYDRA/FINDER (CANDY ## CANE) (PROVIDE 2 PER HYDRANT ## DELIVER EXTRA TO CHASKA ## UTILITIES.) Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER 6 oz. ZINC ANODE CAP. ## SEE ENGINEERING GUIDELINES ## 733 Marquette Ave Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## GRADE ## VARIABLE ## SEE PLAN ## 45° BEND 6" ## RESTRAIN BENDS ## WITH MEGALUGS ## OR EQUAL ## HIGH DENSITY ## RIGID INSULATION ## MECH. COMPACTED ## GRANULAR BACKFILL ## 1. USE EPOXY COATED MEGALUG THRUST RESTRAINTS AND COATED TIE RODS ## ON ALL JOINTS AND FITTINGS. CORE BLUE BOLTS REQUIRED ON ALL ## MECHANICAL JOINTS. ## 2. RESTRAIN A MINIMUM OF TWO PIPE JOINTS (40 LF) LEFT AND RIGHT ## OF THE LOWERING. ## 3. SEE PLATE NO. GEN-11 TO DETERMINE THE WIDTH OF THE ## INSULATING BOARD REQUIRED ## 4. SEE PLATE NO. WAT-4 TO DETERMINE THE REQUIRED CONCRETE THRUST ## BLOCKING. ## 5. ANTI CORROSIVE COATING REQUIRED ON ALL BOLT AND RESTRAINT ## ASSEMBLIES AND WELDS. ## 7. INSTALL POLYETHELENE FILM WRAP AROUND ALL PIPE INCLUDED IN ## THE LOWERING. ## 2'-0'MIN. 4" ## SLEEVE AS NEEDED ## WATERMAIN ## SEE PLAN FOR SIZE ## TIE RODS ## 45° BEND ## RESTRAIN BENDS ## WITH MEGALUGS ## OR EQUAL 4" ## OBSTRUCTION ## 45° BEND ## Plot Date: 05/21/2026 ## 6. SACRAFICIAL ZINC ANODE CAPS ON EACH SIDE OF WATER FITTINGS. SEE ## ENGINEERING GUIDELINES. ## 733 Marquette Ave Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## STANDARD DETAILS ## WATER MAIN ## C8.02 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:11pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 Page 35 of 107 ## COMPACTED BACKFILL ## 2000# CONCRETE ## "BC" DENOTES OUTSIDE ## DIAMETER OF PIPE ## BC ## 0.5BC ## 0.5BC ## BC+12" MIN. 6" ## LOAD FACTOR 2.3 ## CLASS A ## CONCRETE BACKFILL TO 0.5 ## OF OUTSIDE DIAMETER WITH ## SHAPED BEDDING. 12" ## BC ## 0.5BC ## BC+12" MIN. ## BC/4 BUT NOT ## LESS THAN 6" ## "BC" DENOTES OUTSIDE ## DIAMETER OF PIPE ## COMPACTED BACKFILL ## COURSE FILTER AGGREGATE ## MNDOT SPEC. 3149H MOD. ## LOAD FACTOR 1.9 ## CLASS B ## HAND SHAPED FROM ## ANGULAR BEDDING MATERIAL 6" ## BC ## 0.5BC ## BC+12" MIN. ## COMPACTED BACKFILL ## "BC" DENOTES OUTSIDE ## DIAMETER OF PIPE ## LOAD FACTOR 1.5 ## CLASS C-1 ## HAND SHAPED FROM FIRM ## UNDISTURBED SOIL 6" ## BC/4 BUT NOT ## LESS THAN 6" ## BC ## 0.5BC ## BC+12" MIN. ## COMPACTED BACKFILL ## COURSE FILTER AGGREGATE ## MNDOT SPEC. 3149H MOD. ## LOAD FACTOR 1.5 ## "BC" DENOTES OUTSIDE ## DIAMETER OF PIPE ## CLASS C-2 ## HAND SHAPED FROM ## ANGULAR BEDDING MATERIAL 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg ## 24"X36" SLAB OPENING FOR NEENAH R3067V ## OR ESS. BROS. 330 HIGH CAPACITY OR EQUAL. ## INSTALL R3290L FOR DRIVEWAYS AND VALLEY ## GUTTERS. INSTALL R3290VB BI-DIRECTIOAL ## AT LOW POINTS. (VANE GRATE SHOWN) ## DIMENSION FROM BACK OF CURB TO ## CENTER OF PIPE. ## 4' DIA. MH - 9" IN FROM BACK OF CURB ## 5' DIA. MH - 3" IN FROM BACK OF CURB ## 6' DIA. MH - 3" BEHIND BACK OF CURB ## 7' DIA. MH - 9" BEHIND BACK OF CURB ## 8' DIA. MH - 15" BEHIND BACK OF CURB ## MORTAR BOLT HOLES IN BACK OF FRAME. ## MINIMUM OF 2 MAXIMUM OF 4 CONCRETE ## ADJUSTMENT RINGS WITH FULL BED OF ## MORTAR BETWEEN EACH RING. ## 6" PRECAST REINFORCED CONCRETE SLAB. ## FOR 6' DIA. MANHOLE, AN 8" PRECAST ## SLAB IS REQUIRED. ## TOP OF BARREL SECTION UNDER TOP SLAB ## TO HAVE FLAT TOP EDGE SEALED WITH 2 ## BEADS OF RAMNEK OR EQUAL. ## ALL JOINTS IN MANHOLE TO HAVE ## SELF LUBRICATING RUBBER GASKETS. ## PRECAST CONCRETE SECTION ## DOGHOUSES SHALL BE GROUTED ON BOTH ## THE OUTSIDE AND INSIDE. ## MANHOLE STEPS SHALL BE PLACED BELOW ## THE DOWNSTREAM CORNER OF THE ## OPENING NEAREST THE STREET. ## GROUT BOTTOM ## SECTION ## PIPE ## DIA. 6" ## 6" (MIN) ## VARIES ## VARIES ## 4'-0" TYP. ## VARIES 12"-16" 6" ## PLAN 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## MINIMUM SLAB THICKNESS, 6" TO 14' ## DEPTH. INCREASE THICKNESS 1" FOR EACH ## 4' OF DEPTH GREATHER THAN 14', AND ## REINFORCE WITH PER MNDOT STD 4011 ## 5"MIN ## VARIABLE (SEE PLAN) 3'-0" 6" 2'-0" 6" 6" ## DIRECTION OF FLOW ## NOTE: ## VANE GRATE SHOWN ## PLAN ## MORTAR BOLT HOLES IN BACK OF FRAME. ## GRATE IN GUTTERLINE TO BE 2" ## BELOW GUTTER GRADE. 10' ## TRANSITION EACH SIDE OF CATCH ## BASIN. ## MAXIMUM 20" ADJUSTMENT ALLOWED ## INCLUDING RINGS AND CASTING. ## DOGHOUSES SHALL BE GROUTED ## ON BOTH THE OUTSIDE AND ## THE INSIDE. ## 24" X 36" ## PRECAST ## GROUT ## 36"MIN. 6" 6 1/2" ## VARIABLE ## TOP OF CURB ## SECTION 6" ## PERFORATED PIPE DRAIN ## MAY BE REQUIRED BY ## CITY SEE DETAIL STO-14 ## FACE OF CURB ## CATCHBASIN CASTING NEENAH R3067V OR ## ESS.BRO.330 HIGH CAPACITY OR EQUAL ## WITH VANE GRATE 3" RADIUS CURB BOX. ## INSTALL R3290L CASTING IN DRIVEWAYS ## AND VALLEY GUTTERS. INSTALL R3290VB ## BI-DIRECTIONAL AT LOW POINTS. ## MIN. OF 2 MAX. OF 4 ## CONCRETE ADJUSTMENT RINGS ## WITH FULL BED OF GROUT ## BETWEEN EACH RING. 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## 5"MIN ## COURSE FILTER AGGREGATE ## MNDOT 3149.2H 12" DEEP ## (MINIMUM OF 2" AROUND ## BOTTOM HALF OF DRAINTILE) 10" ## AGGREGATE BASE ## SELECT GRANULAR BORROW ## GRADE TO DRAIN ## SUB-GRADE ## NON-WOVEN ## GEOTEXTILE FABRIC ## 4" PERFORATED PE DRAINTILE ## NOTCH CLAY SUB-GRADE ## FOR PIPE PLACEMENT. TOP ## OF PIPE MAX. 1" ABOVE ## EDGE OF SUBGRADE. ## 1/4"Ø HOLE ## TYPICAL ## PE PIPE DETAIL ## NOTE: ## PE PIPE IS ACCEPTABLE ONLY ## WITH PRIOR ENGINEER APPROVAL ## OR SPECIFACTION. 160° 90° 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## NOTE: A MINIMUM SLOPE OF 1% ## IS REQUIRED ACROSS THE INVERT. ## GROUT BOTTOM OF MANHOLE TO 1/2 ## DIAMETER AT PIPE AND SLOPE GROUT ## 2" TOWARD INVERT. ## FRAME ## R1642-2310B ## A 27" ## B 7" ## FOR OFF-ROAD SITUATIONS, USE ## R1916F CASTING MARKED "STORM ## SEWER", WITH TWO CONCEALED ## PICK HOLES. ## MANHOLE STEPS SHALL BE PLACED SO THAT ## OFFSET VERTICAL PORTION OF CONE IS FACING ## DOWNSTREAM FOR ALL LINES UP TO 24". PLACE ## STEPS ON RIGHT HAND SIDE WHEN FACING ## DOWN STREAM FOR ALL 24 " AND OVER. ## ·MAXIMUM 20" ADJUSTMENT ALLOWED ## INCLUDING RINGS AND CASTING. ## 6" PRECAST REINFORCED CONCRETE MANHOLE ## SLAB WITH MINIMUM #4 BARS AT 5" O.C. ## EACH WAY AND 2-#4 BARS AT ALL SIDES OF ## OPENING. FOR 6' DIA. MANHOLE, A MINIMUM ## 8" PRECAST SLAB IS REQUIRED. ## TOP OF BARREL SECTION BELOW TOP SLAB ## TO HAVE FLAT TOP EDGE SEALED WITH 2 ## BEADS OF RAMNEK OR EQUAL. ## MANHOLE STEPS, COPOLYMER POLYPROPYLENE ## PLASTIC, WITH 1/2" GRADE 60 STEEL ## REINFORCEMENT OR EQUAL, 16" ON CENTER. ## (NO STEP ALLOWED IN UPPER 27" BARREL.) ## PIPE SHALL BE CUT OUT 2" FROM ## INSIDE FACE OF WALL. ## ·DOGHOUSES MUST BE GROUTED ## BOTH INSIDE AND OUTSIDE. ## SECTION 6" ## SLOPE ## 2"/FT. ## 4'-0" OR 6'-0" ## "A" ## VARIES 12" - 24" ## "B" ## PLAN ## MINIMUM OF 2 MAXIMUM OF 4 CONCRETE ## ADJUSTMENT RINGS WITH FULL BED OF ## MORTAR BETWEEN EACH RING. ## NEENAH COVER R1642-5040 OR ## EQUAL, LETTERED, "STORM SEWER", ## WITH 2 CONCEALED PICK HOLES. 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## ALL JOINTS IN MANHOLE TO HAVE ## SELF LUBRICATING RUBBER GASKETS. ## MINIMUM SLAB THICKNESS, 6" TO 14' ## DEPTH. INCREASE THICKNESS 1" FOR EACH ## 4' OF DEPTH GREATHER THAN 14', AND ## REINFORCE WITH PER MNDOT STD 4011 ## 5"MIN ## HIGH FLOW BEEHIVE CASTING ## UNLESS OTHERWISE SPECIFIED ## (R-4341-A) ## VARIES 5" 27" ## 40" DIA. X 6" THICK ## PRECAST REINFORCED ## CONCRETE BASE SLAB. ## PRECAST CONCRETE ## STRUCTURE ## REINFORCED ## CONCRETE PIPE 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## MINIMUM OF 2 MAXIMUM ## OF 4 CONCRETE ## ADJUSTMENT RINGS WITH ## FULL BED OF MORTAR ## BETWEEN EACH RING. ## 8" CONCRETE FRAME ## SEE CITY PLATE NO. STO-10 FOR RIPRAP PLACEMENT. ## 24" MAX ## PROVIDE 3 ANCHOR CLIPS TO FASTEN ## TRASH GUARD TO FLARED END SECTION. ## HOT DIP GALVANIZE AFTER FABRICATION. ## H ## TRASH GUARD SIZING ## ISOMETRIC 6" ## TIE LAST 3 PIPE JOINTS. USE ## 2 TIE BOLT FASTENERS PER ## JOINT. INSTALL AT 60° FROM ## TOP OR BOTTOM OF PIPE. ## ANCHOR CLIP ## PIPE SIZEBARS ## `H' ## BOLTS 12" 15" 18" 21"-24" 27"-36" 42" 48"-54" 60"-72" 78"-90" 3/4"Ø 3/4"Ø 3/4"Ø 1"Ø 1"Ø 1"Ø 1 1/4"Ø 1 1/4"Ø 1 1/4"Ø 2 1/2" 3" 4" 4" 5" 6" 6" 7" 8" 5/8" 5/8" 5/8" 3/4" 3/4" 3/4" 1" 1" 1" 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER 6'-0" ## NOTE: ## VANE GRATE SHOWN 6" ## FACE OF CURB ## DIRECTION OF FLOW ## GRATE IN GUTTERLINE TO BE 2" ## BELOW GUTTER GRADE. 10' ## TRANSITION EACH SIDE OF CATCH ## BASIN. ## PLAN ## CATCHBASING CASTING NEENAH R3067V ## OR ESS.BRO.330 HIGH CAPACITY OR ## EQUAL WITH VANE GRATE 3" RADIUS ## CURB BOX. INSTALL R3290VB ## BI-DIRECTIONAL AT LOW POINTS. ## MIN. OF 2 MAX. OF 4 ## CONCRETE ADJUSTMENT RINGS ## WITH FULL BED OF GROUT ## BETWEEN EACH RING. ## MAXIMUM 20" ADJUSTMENT ALLOWED ## INCLUDING RINGS AND CASTING. ## TOP OF CURB ## 24" X 36" ## PRECAST ## 5"MIN. ## GROUT ## 36"MIN. 6" 6 1/2" ## VARIABLE ## SECTION ## 15" R.C.P. ## SLOPE 6" ## DOGHOUSES SHALL BE GROUTED ## ON BOTH THE OUTSIDE AND ## THE INSIDE. ## MORTAR BOLT HOLES ## IN BACK OF FRAME. 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg ## STANDARD DETAILS ## STORM SEWER ## C8.03 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:11pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 Page 36 of 107 ## CORE DRILL HOLE FOR 4" ## PVC DRAINTILE AT APPROX. ## 22.5° FROM CENTER ## NOTE: ## ANY ADDITIONAL BENDS OR FITTINGS ## USED TO CONNECT THE PVC DRAIN ## TILE TO PE DRAIN TILE OR STRUCTURE ## ARE INCIDENTAL TO THE COST OF THE ## PVC PIPE. ## SEE DETAIL PLATE STO-12 FOR ## AGGREGATE BACKFILLING AND BEDDING ## PERF. SDR-26 ## PVC DRAINTILE ## 10'-0" TYP. ## VAR. TYP. ## PERF. SDR-26 ## PVC DRAINTILE ## VARIES ## VARIES ## PLAN 12" 1" 6" ## CURB AND GUTTER ## BITUMINOUS ## AGGREGATE ## GRANULAR ## SUBGRADE ## DOGHOUSES REQUIRED ON INSIDE AND ## OUTSIDE OF DRAINTILE CONNECTION 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER 4" 4" ## ROW ## PROPERTY ## LINE ## VARIES 2' ## 6" PVC ## SUMP LINE ## WITH #8 SOLID ## CORE COPPER ## TRACER WIRE ## NOTES: ## 1.6" PVC SUMP LINE TO BE INSTALLED 2' BELOW GRADE AND TO BE CORE DRILLED INTO NEAREST ## DOWNSTREAM CATCH BASIN. ## 2. EXTEND 4" PVC SUMP SERVICE FROM MAIN TO RIGHT OF WAY. ## 3. ALTERNATE CONFIGURATIONS ONLY WITH THE APPROVAL OF OWNER. ## 4. SEE ENGINEERING GUIDELINES OR SPECIFICATIONS FOR ADDITIONAL INFORMATION. ## 5. MAXIMUM SUMP LINE LENGTH 300'. IF LONGER SUMP LINE IS NECESSARY, INTERMEDIATE CLEANOUTS ## WILL BE REQUIRED EVERY 200'. ## 6. INSTALL 4" X 4" POST ADJACENT TO EACH SUMP CATCH BASIN FOR PROTECTION DURING CONSTRUCTION. ## 7. CLEAN OUT TO BE PLACED ON PROPERTY LINE AT END OF LAST SERVICE LINE. IF SERVICE FALLS IN ## DRIVEWAY THE MAINLINE WILL BE EXTENDED BEYOND DRIVEWAY/ALLEY TO ENSURE THE CLEANOUT IS IN ## GREEN SPACE. ## 8.A SEPARATE TRACER WIRE WILL EXTEND FROM THE FINISHED GRADE CLEANOUT LOCATION WITH ## TRACER WIRE BOX AND FOLLOW THE SUMP LINE TO THE STRUCTURE LOCATION. ## 12" X 12" SUMP ## LINE CATCH BASIN ## REBAR TO BE TAPED TO THE ## SIDE OF THE CATCH BASIN FOR ## LOCATING ## 4" PVC SUMP SERVICE LINE WITH ## SEPARATE TRACER WIRE 1' 5' 5' ## STORM CATCH BASIN ## 4" DRAINTILE AND 6" SUMP LINE ## TO ENTER THE STRUCTURE ## THROUGH SEPARATE CORE ## DRILLED HOLES. DOGHOUSE ## REQUIRED BOTH INSIDE AND ## OUTSIDE OF STRUCTURE. ## 6" CLEANOUT WITH THREADED ## IRON MALLEABLE CAP ## (GALVANIZED) SEE DETAIL SER-4 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER 6" 4 3/4" ## 2"R ## BITUMINOUS ## SURFACE ## TYPE "D" ## STANDARD SECTION ## 6" MACHINCE LAID CURB 4 3/4"7 1/4" 1/2" ## 1"R ## 1/2"R 14 1/8" 6 1/4" 7" 13.5" 12" ## SLOPE ## 3/4" PER FT ## SLOPE ## 1/4" PER FT 4 1 ## DISTANCE TO CL VARIABLE ## 1.5"R ## B612 ## MODIFIED ## PARKBOARD ## 0.5"R 12" ## 1/2"R 14 1/8" 6 1/4" 7" 13.5" 12" ## SLOPE ## 3/4" PER FT ## SLOPE ## 1/4" PER FT 4 1 ## DISTANCE TO CL VARIABLE ## 1.5"R ## B612 ## MODIFIED ## PARKBOARD ## 0.5"R 12" 13 1/2" 4" 6" ## 3"R 1 3 ## SLOPE ## 3/4" PER FT 24"8" ## 1/2"R ## 01/2"R 7" ## MND0T B424 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## CONCRETE MATERIALS AS FOLLOWS: ## 3F52 - MANUAL PLACEMENT ## 3F32 - SLIP FORM PLACEMENT ## EXPAN. ## JOINT ## PROPERTY LINE, SIDEWALK ## OR EXIST.DRIVEWAY ## 6" AGGREGATE BASE ## CLASS 5 2-1/2" 2" ## 3/4" MIN. ## KEYWAY DETAIL ## NO SCALE ## DRIVEWAY SECTION ## NO SCALE ## 1. PANEL WIDTH SHALL NOT EXCEED 8' FEET WITHOUT A ## CONTRACTION JOINT. ## 2. DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. ## 3. 6" THICK FOR RESIDENTIAL DRIVE, 8" THICK FOR ## COMMERCIAL DRIVE AND ALLEY OR SPECIFIED. ## 4. KEYWAY TO BE INSTALLED ON NEW CURB TO DRIVEWAY ## CONSTRUCTION. NO.4 DOWEL BARS 1 FT. LONG SPACED 2 ## FT. O.C. MAY BE SUBSTITUTED FOR KEYWAY. ## 5. MAXIMUM DRIVEWAY WIDTH = 24'. ## 6. MINIMUM DISTANCE FROM LOT LINE = 5'. ## 7. CASTING REQUIRED ON CURBSTOPS LOCATED IN ## DRIVEWAYS. ## PROPERTY LINE, SIDEWALK OR ## EXISTING DRIVEWAY ## EXISTING ## DRIVEWAY ## CONCRETE PAVEMENT ## TO MATCH BACK OF ## CONCRETE CURB AT ## THIS POINT ## CONTROL JOINT 3' 5' ## 12'MIN. ## CONTROL JOINT 5' 3' ## VARIES ## VARIES ## CL OF DRIVEWAY ## NOTE: ## CONTROL JOINTS IN CONCRETE ## CURB NOT TO EXCEED 8' SPACING ## THROUGH DRIVEWAY SECTION. ## DRIVEWAY ISOMETRIC ## NO SCALE 2" ## CONCRETE CURB ## AND GUTTER (SEE ## PLATE STR-1) 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## EXPANSION MATERIAL ## (TYP) ## MEASUREMENT FOR PAYMENT ## B ## B ## A ## A 18" ## MATCH ## ADJOINING ## GUTTER ## WIDTH ## SECTION A-A ## THRU B618 C&G ## SECTION B-B ## THRU ## CONCRETE VALLEY ## GUTTER ## 3/4" PER FT 7" ## CONTRACTION JOINT ## INTERGRAL CAST ## EXPANSION JOINT ## NO. 4 REBAR, ## TYPICAL ## 8" MIN. AGGREGATE ## BASE 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER 6" ## A ## A ## EXPANSION JOINT ## 10' MIN. TRANSITION ## FLOW 3' - 0" ## 10' MIN. TRANSITION ## EXPANSION JOINT ## FLOW ## B618 CONC. CURB & GUTTER ## 2 - #4 REBARS ## NOTE ## CATCHBASIN TO BE DEPRESSED ## 2" BELOW DESIGN GUTTER LINE ## GRADE IN GUTTER LINE ONLY. ## ISOMETRIC ## NO SCALE ## SECTION A-A ## NO SCALE ## EXPANSION JOINT ## 10' MIN. TRANSITION ## TOP OF ## CURB ## 10' MIN. TRANSITION ## EXPANSION JOINT ## 2 - #4 REBARS ## FRAME & CASTING ## 2" DEPRESSION BELOW DESIGN ## GUTTER LINE GRADE ## TOP OF ## CURB 2" ## CATCHBASIN FRAME & ## COVER NEENAH R-3067 OR ## EQUAL WITH VANE GRATE ## DESIGN GUTTER LINE GRADE 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## COURSE FILTER AGGREGATE ## MNDOT 3149.2H ## 4" PERFORATED PVC PIPE 6" ## DIA. 2" 2'-0" ## PVC TRENCH ## DETAIL ## PVC PIPE ## DETAIL 90° 160° ## 1/4"Ø HOLE ## TYPICAL 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com ## Plot Date: 05/21/2026 ## GEOTEXTILE WRAP SHALL BE ADDED ## AT THE REQUEST OF THE OWNER. ## P.E. TRENCH ## DETAIL ## COURSE FILTER AGGREGATE ## MNDOT 3149.2H ## 4" PERFORATED PE PIPE 6" ## DIA. 2'-0" 2" ## GEOTEXTILE WRAP SHALL BE ADDED ## AT THE REQUEST OF THE OWNER. ## 12"R 3/4" ## 68"R ## 28"R 13 1/2" 6" 6" ## DISTANCE TO CL VARIABLE ## 3"R 1 3 ## SLOPE ## 3/4" PER FT ## 1/2"R 7" 18"8" ## MNDOT B618 10 1/2" 4" 6 1/2" 7" 10 1/2" 28" 17 1/2" ## SLOPE 1/4" ## PER FOOT ## SURMOUNTABLE 2" 9 1/2" 5 1 ## SLOPE ## 3/4" PER FT ## 1/2"R 6" 12" ## SURMOUNTABLE 12" ## DRIVEWAY ## 1/2"R ## 1/2"R 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com ## Plot Date: 05/21/2026 ## CONCRETE MATERIALS AS FOLLOWS: ## 3F52 - MANUAL PLACEMENT ## 3F32 - SLIP FORM PLACEMENT ## MATCH ## ADJOINING ## GUTTER ## WIDTH ## MATCH ## ADJOINING ## GUTTER ## WIDTH ## MATCH ## ADJOINING ## GUTTER ## WIDTH ## ADJOINING GUTTER 1 ## STANDARD DETAILS ## ROADWAY ## C8.04 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:11pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 Page 37 of 107 ## SEE DETAIL PLATE ## STR-11 FOR ## PEDESTRIAN RAMP ## CONTRACTION JOINT ## COMMERCIAL DRIVEWAY SECTION ## SEE DETAIL PLATE STR-3 ## SEE DRIVEWAY DETAIL PLATE STR-2 FOR CONCRETE ## THICKNESS AND PANEL WIDTH ## ADDITIONAL JOINTS MAY BE ADDED AT ## CONTRACTORS DISCRETION AND OWNERS APPROVAL ## EXPANSION ## JOINT ## TYPICAL 5' ## CONCRETE ## WALK ## THIS PORTION OF DRIVEWAY SECTION ## TO MATCH SIDEWALK JOINT PATTERN 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## NOTES: ## STOP SIGNS SHOULD BE ## INSTALLED 3' BEHIND ## B/C ## ALL STOP SIGNS SHALL ## BE INSTALLED WITH ## TWO POSTS UNLESS ## APPROVED BY OWNER 10" 20" 4" 3.0" 18" ## B/C 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## MACHINE SLICE ## 8"-12" DEPTH (PLUS 6" FLAP) ## STEEL POSTS: ## POST NOTCHES ## TO FACE AWAY ## FROM FABRIC. ## COMPACTION: ## AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION OF STEEL POSTS, ## DRIVE INSTALLATION EQUIPMENT OVER THE "SLICE" WHILE FABRIC IS LAYING ## ON THE GROUND. THEN INSTALL THE POSTS AND PULL UP FABRIC TO ATTACH ## AT A UNIFORM HEIGHT. ## STEEL FENCE POST (T-POST), ## MINIMUM 5' LONG, 6' ## MAXIMUM SPACING. ## STEEL POSTS: ## ATTACH FABRIC TO POSTS ## WITH MINIMUM 3 ZIP TIES ## (50 LB. TENSILE) PER POST ## IN TOP 8" OF FABRIC. ## MONOFILAMENT GEOTEXTILE ## FABRIC PER MNDOT TABLE ## 3886-1 (MACHINE SLICED). ## 24" MINIMUM ## POST EMBEDMENT ## A ## DIRECTION OF SURFACE FLOW ## A ## NOTE: ## THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT ## FENCE INSTALLATION METHOD. HEAVY DUTY (ERO-1B) SILT FENCE ## INSTALLATION METHODS SHOULD ONLY BE USED WHEN APPROVED OR ## DIRECTED BY THE CITY. 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## OVERLAP ## LONGITUDINAL JOINTS ## MINIMUM OF 6" ## OVERLAP END JOINTS ## MINIMUM OF 6" AND STAPLE ## OVERLAP AT 1.5' INTERVALS. ## ANCHOR TRENCH ## (SEE DETAIL AND NOTES BELOW) ## ANCHOR TRENCH ## 1. DIG 6" X 6" TRENCH ## 2. LAY BLANKET IN TRENCH ## 3. STAPLE AT 1.5' INTERVALS ## 4. BACKFILL WITH NATURAL SOIL AND COMPACT ## 5. BLANKET LENGTH SHALL NOT EXCEED 100' ## WITHOUT AN ANCHOR TRENCH 6" 6" ## 1' TO 3' ## DIRECTION OF ## SURFACE FLOW ## NOTE: ## SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, ## STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL ## HAVE GOOD SOIL CONTACT. ## STAPLE PATTERN/DENSITY SHALL ## FOLLOW MANUFACTURERS ## SPECIFICATIONS 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## STRUCTURE COVER ## ASSEMBLY ## FILTER ASSEMBLY ## POLYESTER SLEEVE ## ISOMETRIC VIEW ## IN-PLACE ELEVATION VIEW ## FILTER ASSEMBLY ## POLYESTER SLEEVE ## STRUCTURE COVER ## ASSEMBLY ## CATCH BASIN ## DEVICES TO BE INSTALLED ## IMMEDIATELY UPON INSTALLATION ## OF CONCRETE STRUCTURE ## OR TOP SLAB. ## NOTE: ALL OTHER INLET ## PROTECTION DEVICES MUST BE ## APPROVED BY OWNER PRIOR TO ## INSTALLATION. 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com ## Plot Date: 05/21/2026 ## OVERFLOW IS 1 2 ## OF ## THE CURB BOX HEIGHT ## PLAN ## OVERFLOW AT TOP ## OF FILTER ASSEMBLY ## OVERFLOW IS 1 2 ## OF ## THE CURB BOX HEIGHT ## DEFLECTOR PLATE ## HIGH-FLOW FABRIC ## FILTER ASSEMBLY ## DIAMETER, ## 6" ON-GRADE ## 10" AT LOW POINT ## CURB ## WIMCO ROAD DRAIN CG-23* HIGH FLOW ## INLET PROTECTION CURB AND GUTTER MODEL ## OR CITY APPROVED EQUAL. ## * FOR THE NEW R-3290-VB STANDARD CASTING, ## INSTALL WIMCO ROAD DRAIN ## CG-3290 OR CITY APPROVED EQUAL. ## EXISTING CURB 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## WASHED ROCK OR ## WOOD/MULCH PER ## SPECIFICATIONS ## 18" MINIMUM CUT OFF BERM TO ## MINIMIZE RUNOFF FROM SITE ## NOTES: 1. MnDOT 3733 TYPE 4 FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO ## STOP MUD MIGRATION THROUGH MATERIAL. ## 2. FUGITIVE ROCK OR MULCH WILL BE REMOVED FROM ADJACENT ROADWAYS ## DAILY OR MORE FREQUENTLY AS NECESSARY. ## 3.CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED PRIOR TO THE ## COMMENCEMENT OF GRADING OPERATIONS ON THE SITE. ## 4.THE ENTRANCE MUST BE MAINTAINED IN PROPER CONDITION TO PREVENT ## TRACKING OF MUD OFF THE SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING ## WITH ADDITIONAL ROCK, WOOD/MULCH, OR REMOVAL AND REINSTALLATION OF ## THE PAD. ## 5.THIS ENTRANCE WILL BE USED BY ALL VEHICLES ENTERING OR LEAVING THE ## PROJECT. ## 6.THE CONSTRUCTION ENTRANCE WILL BE REMOVED PRIOR TO THE PLACEMENT OF ## BITUMINOUS SURFACING. ## PUBLIC ROAD ## 50' MINIMUM LENGTH ## ROCK-6" MINIMUM DEPTH ## WOOD/MULCH- 12" MINIMUM DEPTH ## 20' MINIMUM WIDTH 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com Plot Date: 05/21/2026Drawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER 8" 5' ## VARIABLE ## A ## 24" MIN. ## B 5' ## B 3" 5'-4" ## 1"/FT. SLOPE ## A ## PLAN ## TOP OF CURB ## VARIABLE ## SECTION B-B ## MAX. 20:1 8" 5'-4"4'-0" ## MAX 12:1 ## MAX 50:1 ## 6" CONCRETE ## 4" CLASS 5 100% CRUSHED ## CONCRETE CURB & GUTTER ## SECTION A-A ## DESIGN STREET ## GRADE ## FACE OF ## CURB 1 1 2 2 ## NOTE: PLACE NEENAH CAST ## IRON UNCOATED TRUNCATED ## DOMES THE WIDTH OF ## OPENING. ## ADA REQUIRED TRUNCATED ## DOME PER MN/DOT STD. ## PLATE 7038A WITH CAULK ## SEALER ## CROSS SLOPE OF RAMP ## MAY NOT EXCEED .02 ## FT/FT AS ## CONSTRUCTED ## ROUND ALL SLOPED ## INTERSECTIONS ## MINIMUM ## LANDING ## AREA ## BITUMINOUS ## PATHWAY OR ## CONCRETE ## SIDEWALK ## VARIABLE MATCH ## EXISTING WIDTH ## 5'-0" (CURB) & 0.10 ## FT/FT SLOPE ## 5'-0" (CURB) & 0.10 ## FT/FT SLOPE ## VARIABLE ## MATCH EXISTING WIDTH ## CURB RADIUS ## (SEE PLAN) 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com ## Plot Date: 05/21/2026 ## STANDARD DETAILS ## EROSION CONTROL ## C8.05 ## SHEET NUMBER ## DATENO ## SURVEY ## APPROVED ## DESIGNED ## DRAWN ## PROJ. NO. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE: ## LIC. NO. ## REVISION ## CHECKED Plot Date: 05/21/2026 - 1:11pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Sheets\193807606-C801.dwg Xrefs:, 193807606-BORDER ## THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE ## DRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. ## THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION ## OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN. ## CITY OF CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 ## 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com ## XX ## XX ## ESL ## XX ## ESL ## PROFESSIONAL ENGINEER ## MINNESOTA ## NATHAN T. DREWS 54837 Page 38 of 107 ## Subject: Innovation Performance Measures for 2026 and 2025 Program Results ## Reviewed By: Noel Graczyk, Administrative Services Director ## Prepared by: Erica Mattice, Finance Division Director ## Mitchell O’Sell, Accountant I Each year prior to July 1st, the City must declare the intent of the City to participate in the annual State program for Local Results and Innovation Performance Measures. Participation by the City in the 2026 Program is voluntary, must be approved by City Council resolution, and reported to the State Auditor prior to July 1, 2026. Participation in the 2026 Program will be the thirteenth consecutive year of participation by the City. In accordance with 2025 Program requirements, the City must report on at least 10 of 29 defined standard measures across six defined categories. Attached is a listing of the standard measures and the eleven measures as selected by the City for 2026. Also attached is a report with the 2025 Program results. The Legislature provides two incentives to cities that participate in the 2025 Program. The first incentive provides cities an additional $0.14 per capita Local Government Aid (LGA) payment in 2026. With a 2020 Census population of 27,810 the financial incentive to Chaska will be approximately $3,900. The second incentive will be the lifting of overall levy limits on taxes payable in future years. This second incentive is of particular importance to Chaska. The current public facilities program anticipates funding from taxes payable in 2027 and future years. The ability for the City to remove levy limits in future years will facilitate implementation of the public facilities program. Additional LGA as provided in 2026 is intended to conduct an annual performance survey based on statistical sampling consistent with prior year surveys. This survey with reduced scope will be consistent with a City-wide survey conducted by the City approximately every five years. Staff recommends participation in the 2026 Performance Standards Program for cities and therefore, recommends approval of the proposed resolution. ## CITY COUNCIL ACTION REQUESTED Motion to approve adopt Resolution 2026-49 Approving 2026 Performance Measures. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 6/1/2026 Page 39 of 107 ## CITY OF CHASKA ## CARVER COUNTY, MINNESOTA ## RESOLUTION ## DATE June 1, 2026 RESOLUTION NO. 2026-49 ## MOTION BY COUNCILMEMBER SECOND BY COUNCILMEMBER ## A Resolution Approving 2025 Performance Measures WHEREAS, benefits to the City of Chaska for participation in the Minnesota Council on Local Results and Innovation’s comprehensive performance measurement program outlined in Minnesota Statutes §6.91 and include eligibility for a reimbursement as set by State Statute; and, WHEREAS, any city participating in the comprehensive performance measurement program is also exempt from levy limits for taxes, if levy limits are in effect; and, WHEREAS, the City Council of the City of Chaska has adopted and implemented at least ten of the performance measures, as developed by the Council on Local Results and Innovation, and a process to use this information to help plan, budget, manage and evaluate programs and process for optimal future outcomes; and, NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Chaska, Minnesota, will continue to report the results of the performance measures to its citizenry by the end of the year through publication, direct mailing, posting on the city’s website, or through public hearing at which the budget and levy will be discussed and public input allowed. FURTHER, BE IT RESOLVED, that the City Council of the City of Chaska will submit to the Office of the State Auditor the actual results of the performance measures adopted by the City of Chaska. Passed and adopted by the City Council of the City of Chaska, Minnesota, this 1st day of June 2026. ____________________________________ ## Jon Grau, Mayor ProTem ## Attest: ## Chaska Deputy Clerk Page 40 of 107 ## City of Chaska ## Model Performance Measures Results from 2025 The City of Chaska has chosen to participate in a standard measures program through the State of Minnesota. The following reports on the most current information obtained regarding the eleven measures as selected by the City from six categories as approved by the State. ## General: • 96% of Chaska citizens believe the overall quality of services provided by the City is good or excellent.* • According to the Carver County Records for taxes payable in 2025, market value for all real and personal property increased 7.01%. • 93% of Chaska citizens believe that the overall appearance of the City is good or excellent and heading in the right direction.* • 84% of citizens rated the quality of city recreational programs and facilities as good or excellent.* ## General - Bond Ratings: • General Obligation Bonds carry an “AA” rating by Standard and Poor’s. • Electric Revenue Bonds carry an “A” rating by Standard and Poor’s and an “A3” rating by Moody’s. • EDA Lease Revenue and Limited Tax Bonds, carry an “AA‐” rating by Standard and Poor’s. ## Police Services: • From a survey conducted by the Chaska Police Department 96% of citizens said they feel generally safe in Chaska. Also, 89% of residents responded no when asked if they had been a victim of a crime in Chaska within the past year. • The average police response time for the Chaska Police Department is 4 minutes and 54 seconds. ## Fire Services: • The City of Chaska’s insurance industry rating of fire services is 4. The Insurance Service Office issues these ratings throughout the country for the effectiveness of their fire protection services and equipment to protect their community. The classification ranges from 1 to 10, with 1 being the highest ranking. • The Chaska Fire Department’s average response time was 6 minutes and 57 seconds. • Emergency Medical Services response time was 6 minutes and 52 seconds. ## Streets: • 72% of citizens rated the road conditions for Chaska as good or excellent.* • 84% of citizens rated the quality of snowplowing on city streets as good or excellent.* ## Water: • 66% of citizens rated the quality of city water supply services as good or excellent.* • The operating cost per 1,000,000 gallons of water pumped was $4,335. ## Sanitary Sewer: • 83% of citizens rated the City sanitary sewer services as good or excellent.* • The number of sewer blockages on the city system per 100 connections was 0. *City of Chaska Residential Study 2024, by The Morris Leatherman Company. Page 41 of 107 Page 42 of 107 ## Subject: SE Collector in SW Area – Savanna Way ## Prepared By: Matt Clark, City Engineer New developments combined with the SW community park all require the next link in the SW Chaska collector road network. Savanna Way is part of the overall comprehensive transportation plan. The planned extension will provide a collector road connection between the existing Savanna Way roundabout at CSAH 44 (Big Woods Boulevard) and CSAH 61 (Chaska Boulevard). To meet the timing for the Community Park, High Point Vista additions, and the actively planned Pulte Development, construction is planned to for later this year and being complete in 2027. To support the transportation network for SW Chaska, portions of the road costs are supported through assessments by area development. The fees collected with area development support the overall transportation network and extensions of trunk utilities. The improvements are proposed to be financed with bond proceeds and reimbursed through trunk utility availability and storm water charges, connection fees, municipal state aid funds, and transportation assessments. The first step for the City is to prepare a feasibility study that assigns the overall costs for the planned improvements. The report will be shared with Council in July along with an overall project schedule ## CITY COUNCIL ACTION REQUESTED Adopt Resolution No. 2026-50, Authorizing the Feasibility Study for the SE Collector in SW Chaska ## – Savanna Way ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL June 1, 2026 Page 43 of 107 Page 44 of 107 ## CITY OF CHASKA ## CARVER COUNTY, MINNESOTA ## RESOLUTION ## DATE JUNE 1, 2026 RESOLUTION NO. 2026-50 ## MOTION BY COUNCILMEMBER SECOND BY COUNCILMEMBER ## A Resolution Ordering Preparation of a Feasibility Report for the ## SE Collector – Savanna Way Street and Utility Improvements WHEREAS, it is proposed to improve: Savanna Way, between Big Woods Boulevard (CSAH 61) extending approximately one mile south toward Chaska Boulevard as noted on the attached Exhibit A, attached hereto and made a part hereof, and to assess the benefited property for a portion of the improvement, pursuant to Minnesota statutes, Chapter 429. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Chaska, Minnesota, that the proposed improvement be referred to City Engineer/Stantec for study and they are instructed to prepare a feasibility study advising if the proposed improvement is necessary, cost-effective, and feasible; the estimated cost of the improvement as recommended; and, a description of the methodology used to calculate individual assessments for affected parcels. Passed and adopted by the City Council of the City of Chaska, Minnesota, this 1st day of June 2026. ## Jon Grau, Mayor Pro Tem ## Attest: ## Chaska Deputy Clerk Page 45 of 107 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ## EXT. > > > > > ## IESF ## BIORETENTION ## BASIN 9 ## TOP = 922.00 ## EOF = 921.00 ## 100-YR HWL = 920.42 ## NWL = 916.45 ## BOT = 915.00 ## IESF ## BIORETENTION ## BASIN 12 ## TOP = 846.00 ## EOF = 845.00 ## 100-YR HWL = 844.44 ## NWL = 840.50 ## BOT = 839.00 ## I=920.08 925.17 ## I=925.20 920.03 ## I=919.95 919.12 ## I=919.31 849.81 ## I=832.02 903.47 ## I=903.41 863.01 ## I=862.99 860.81 ## I=860.89 ## I=849.55 832.07 ## I=821.78 823.94 ## I=823.69 ## U ## I=870.06 870.05 ## MB ## I=817.75 817.75 ## I=800.69 ## OHL ## OHL ## OHL ## OHL ## OHL ## OHL ## V ## OHL ## OHL ## OHL ## I=817.22 ## 36" RCP ## 18" CMP ## I=760.28 ## LANO LN ## COUNTY RD 61 (CHASKA BLVD) ## MT. HOPE RD ## 24" RCP ## 24" RCP ## 24" RCP >> >> ## 24" RCP ## 18" RCP ## 12" RCP ## 24" RCP ## 24" RCP ## 24" RCP ## 24" RCP 5'(h) x 6'(w) BOX CULVERT ## 48" RCP >> ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## X ## X ## X ## XXX ## XX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X 1 2 3 4 5 6 7 8 2 9 10 4 11 12 6 13 7 14 15 16 17 18 19 1 3 5 1 2 3 ## PERCHERON BLVD ## CARVER PATH ## BROOKSIDE ## DRIVE ## LAUREL COURT ## BROOKSIDE ## DRIVE 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 ## OUTLOT C ## OUTLOT D ## OUTLOT E ## OUTLOT F ## OUTLOT G ## OUTLOT H ## 1-2ND ADDN ## 2-2ND ADDN ## 3-2ND ADDN ## 4-2ND ADDN ## 5-2ND ADDN ## PERCHERON BLVD ## PERCHERON BLVD ## 4-2ND ADDN 1a 12a 13a 14a 1a 2a 3a 4a 5a 6a 1 2 3 4 5 6 7 8 9 10 11 12 ## AREA = 3.73 AC ## AREA = ## 2.36 AC ## AREA = ## 4.80 AC ## RETAINED BY SELLER 12.86 ac ## SAVANNA ## WAY ## HWY 212 ## BIG WOODS BLVD ## FOUNDERS PATH ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X > > > > > ## NARROWS CANYON TRAIL ## GODWIN COURT ## WATKINS GLEN COURT ## SAVANNA WAY ## IESF ## BIORETENTION ## BASIN 9 ## TOP = 922.00 ## EOF = 921.00 ## 100-YR HWL = 920.42 ## NWL = 916.45 ## BOT = 915.00 ## IESF ## BIORETENTION ## BASIN 12 ## TOP = 846.00 ## EOF = 845.00 ## 100-YR HWL = 844.44 ## NWL = 840.50 ## BOT = 839.00 ## POND 10 ## TOP = 901.50 ## EOF = 900.50 ## 100-YR HWL = 899.07 ## NWL = 894.00 ## BOT = 888.00 ## IESF ## BIORETENTION ## BASIN 6 ## TOP = 928.00 ## EOF = 927.00 ## 100-YR HWL = 926.08 ## NWL = 921.50 ## BOT = 920.00 ## IESF ## BIORETENTION ## BASIN 7 ## TOP = 933.00 ## EOF = 932.00 ## 100-YR HWL = 929.61 ## NWL = 925.00 ## BOT = 923.50 ## POND 11 ## TOP = 893.00 ## EOF = 892.00 ## 100-YR HWL = 890.09 ## NWL = 886.00 ## BOT = 881.50 ## POND 3 ## TOP = 936.75 ## EOF = 935.75 ## 100-YR HWL= 935.20 ## NWL = 934.00 ## BOT = 929.75 ## POND 2 ## TOP = 936.75 ## EOF = 935.75 ## 100-YR HWL = 935.21 ## NWL = 934.00 ## BOT = 928.00 ## POND 5 ## TOP = 927.00 ## EOF = 926.00 ## 100-YR HWL = 924.86 ## NWL = 919.00 ## BOT = 913.00 ## POND 1 ## TOP = 931.00 ## EOF = 930.00 ## 100-YR HWL = 929.81 ## NWL = 924.00 ## BOT = 915.00 ## BIORETENTION ## BASIN 1A ## TOP = 928.00 ## EOF = 927.00 ## 100-YR HWL = 926.32 ## NWL = 924.00 ## BOT = 922.50 5 1 2 3 4 6 7 8 9 10 11 12 13 14 4 6 2 5 1 3 1 2 3 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 12 9 10 2 1 3 4 1 6 2 4 5 7 8 9 10 13 11 3 1 2 3 4 5 6 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 34 5 1 2 3 4 5 6 7 8 9 10 11 12 13 ## SAVANNA WAY ## I=920.08 925.17 ## I=925.20 920.03 ## I=919.95 919.12 ## I=919.31 849.81 ## I=832.02 903.47 ## I=903.41 863.01 ## I=862.99 860.81 ## I=860.89 ## I=849.55 832.07 ## I=821.78 823.94 ## I=823.69 ## U ## I=870.06 870.05 ## MB ## I=817.75 817.75 ## I=800.69 ## OHL ## OHL ## OHL ## OHL ## OHL ## OHL ## V ## OHL ## OHL ## OHL ## I=817.22 ## 36" RCP ## 18" CMP ## I=760.28 ## LANO LN ## COUNTY RD 61 (CHASKA BLVD) ## MT. HOPE RD 1 2 3 4 5 6 7 8 9 10 11 12 ## AREA = 3.73 AC ## AREA = ## 2.36 AC ## AREA = ## 4.80 AC ## RETAINED BY SELLER 12.86 ac ## HWY 212 ## BIG WOODS BLVD ## FOUNDERS PATH ## SWM - Pond/Filt ## SWM - Pond/Filt 1 24 14 1 3 12 2 4 2726 25 2322 21 19 20 18 17 16 15 13 12 11 10 9 7 6 54 2 1 56 7 8 9 10 1 2 3 45 6 4 3 2 1 11 10 9 8 ## BLOCK 1 ## BLOCK 2 ## BLOCK 3 ## BLOCK 5 ## BLOCK 4 ## BLOCK 6 3 456 7 8 9 10 11 13 14 15 16 17 18 19 20 21 2324 25 26 27 22 28 14 13 12 11 10 9 87 65 4 3 2 1 ## BLOCK 1 ## BLOCK 1 ## BLOCK 2 ## BLOCK 3 ## BLOCK 3 ## OUTLOT A ## OUTLOT C ## OUTLOT E ## OUTLOT F ## OUTLOT D ## OUTLOT I ## OUTLOT J ## OUTLOT K 1 2 3 4 5 6 ## BLOCK 16 1 2 3 4 5 6 ## BLOCK 17 12 3456 ## BLOCK 21 1234 5 6 ## BLOCK 22 1 2 3 4 5 6 ## BLOCK 8 1 2 3 4 ## BLOCK 23 1 2 3 4 ## BLOCK 24 1 2 3 4 ## BLOCK 25 1 2 3 4 ## BLOCK 26 8 1 2 3 4 ## BLOCK 14 123456 ## BLOCK 12 1 2 3 4 5 6 ## BLOCK 15 1 2 3 4 ## BLOCK 19 1 2 3 4 ## BLOCK 18 123456 ## BLOCK 20 ## OUTLOT B ## OL H ## BLOCK 7 28 123456 ## BLOCK 11 123456 ## BLOCK 13 1 2 3 4 5 6 ## BLOCK 9 1 2 3 4 ## BLOCK 10 5 3 2 16 15 18 17 2 1 4 3 6 5 8 7 10 9 12 11 7 ## OL G 11.8' 6' 7.8' 10' 14' 13' 14' 14' 13'14' 14' 13' 14' 14' 13' 14' 14' 13' 14' 14'13' 14' 14' 13' 14' 11.8' 6' 7.8' 10' 14' 13' 14' 14' 13' 14' 14'13' 14' 16' 14' 16' 16' 16' 14' 18' 18' 18' 10' 18' 11.8' 6' 7.8' 10' 14' 13' 14' 8' 8' 6' 10' 18' 18' 16' 16' 14' 8' 6' 8' 10' 8' 6' 8' 10' 14' 14'12.7' 8.3'' 10' 8.3' 12.7'6' 10' 8.3' 12.7' 6' 10' 8.3' 12.7' 6' 10' 8.3' 12.7'6' 10' 8.3' 12.7' 6' 10' 8.3' 12.7' 6' 10' 8.3' 12.7' 6' 8' 6' 8' 10' 8' 8' 10' 6' ## PROJ. NO. Plot Date: 05/06/2026 - 1:07pmDrawing name: C:\Users\paweber\DC\ACCDocs\Stantec Consulting\193807338_Savanna_Way_South\Project Files\DWG\Figures\LayoutOption\193807338-XSNO-OPT-D6-RD.dwg Xrefs:, 193804008-XSNO_SCHOOL, ACAD-X-27575-Files to Others 2026-04-09-TH61-Edited, 193804008-XSNO, 193807338-XSNO-OPT-D6-shp, 193807338-XSPL, 193807338-XSNO-OPT-D4-RD, 0027067C-SITE ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## DATE: ## ROUNDABOUTS WITH NORTH MEDIANS/SOUTH STRIPING AND FULL PARK ACCESS ## CITY OF CHASKA ## SAVANNA WAY SOUTH 5/5/2026193807338 ## FIGURED-6.1 ## N ## PEDESTRIAN ## ACTIVATED ## SIGNAL ## SYSTEM ## S ## P ## E ## E ## D ## L ## I ## M ## I ## T 3 5 ## S ## P ## E ## E ## D ## L ## I ## M ## I ## T 3 5 Page 46 of 107 ## Subject: Temporary On-Sale Intoxicating License for Flags and Honor of ## Minnesota ## Prepared By: Denise Beebe – Senior Clerk Flags and Honor of Minnesota, 195 Northgate Blvd., Chaska, Minnesota, has made an application for a 1-day Temporary On-Sale Intoxicating License for their summer car, bike, and tractor show held at Chaska Lion’s Park on Saturday, August 1, 2026. This will be the eleventh year for the popular event and funds raised go to benefit local veterans. City approval is required for the application. The applicant has provided the application, certificate of liquor liability and paid the requisite fee of $50 ($50/day of the event). Staff recommends approval. ## CITY COUNCIL ACTION REQUESTED Motion to approve the Temporary On-Sale Intoxicating License TW 26-05 for Flags and Honor of Minnesota, which allows them to serve intoxicating beverages at their car, bike, and tractor fundraising event, on August 1, 2026. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 6/1/2026 Page 47 of 107 ## CLAIMS ROSTER REPORT ## FOR COUNCIL MEETING:June 1, 2026 ## Paid and Unpaid Invoices: Check #'s 360945-361140$3,142,965.31 ## Paid Electronic Invoices: Wire #'s 5255-5283$4,025,815.73 ## Amount for Approval-Council Meeting: June 1, 2026$7,168,781.04 Page 48 of 107 Page 49 of 107 Page 50 of 107 Page 51 of 107 Page 52 of 107 Page 53 of 107 Page 54 of 107 Page 55 of 107 Page 56 of 107 Page 57 of 107 Page 58 of 107 Page 59 of 107 Page 60 of 107 Page 61 of 107 Page 62 of 107 Page 63 of 107 Page 64 of 107 Page 65 of 107 Page 66 of 107 Page 67 of 107 Page 68 of 107 Page 69 of 107 Page 70 of 107 Page 71 of 107 Page 72 of 107 Page 73 of 107 Page 74 of 107 Page 75 of 107 Page 76 of 107 Page 77 of 107 Page 78 of 107 Page 79 of 107 ## COUNCIL MEETING/WORK SESSION SCHEDULE Below is a list of the upcoming Council Meetings and Work Sessions to plan for: June 1 st : We will be having a Work Session on Monday night starting at 5:30 pm in the Council Chambers. The purpose of this Work Session will be to review the applications for the residents that are interested in serving on both our Downtown Master Planning Task Force and our Library Design Task Force. While we had planned on completing interviews for both Task Forces on Monday night, we did receive 33 applications which would make it logistically difficult to be able to conduct that many interviews. Instead, we are going to use Monday night to narrow down the applications to 8 people for each Task Force that we will then bring back for interviews at our June 15 th and 29 th Council meetings. Our plan would be to interview the Downtown Masterplan Task Force candidates on the 15 th since there is already the first meeting scheduled for that group in June, and then do the interviews and appointments for the Library Design Group on the 29 th . Besides reviewing the applications on Monday, we will have a short agenda for the meeting on Monday, with our Growth Through Opportunity (GTO) interns introducing themselves and the Council taking action on moving forward to complete the construction of the remainder of Savannah Road south of County Road 44. June 15 th : We will have a Work Session before the meeting to interview Downtown Masterplan Task Force members. During the meeting we will be considering the preliminary planning approvals for the Big Woods Business Park, and we will be moving to choose an architect for the Library building. June 29 th : We will have a Work Session prior to the meeting to interview the candidates for the Library Design Task Force. We would hope to move forward with appointing the members of the group that evening. Just a reminder that since we are having 3 meetings in June, we will forego the meeting on July 6 th as it falls at the end of a long 4 th of July weekend. If you are unable to make it to any of these meetings, please just let me know. ## Biweekly Report June 1, 2026 ## By: ## Matt Podhradsky ## Matt Podhradsky Page 80 of 107 ## S & P REAFFIRMS BOND RATING As part of several projects including the MSB Building, the new North Water Treatment Plant and work in City Hall Plaza, we will be going to market in June to sell bonds to finance these projects. As part of that process, one of the things that we need to periodically go through is a re-rating of our credit worthiness with our rating agency. This rating helps to indicate to potential investors what kind of a credit risk an agency is, which in turn influences the interest rates that we ultimately receive when we do sell our debt. Over the last 2 months, City Staff have been working with our financial advisors at Springsted to provide information to our rating agency S & P to allow them to make a determination on our credit rating. This includes a site visit that S &P made to Chaska in early April to see first-hand the economic activity we have occurring in the community. With the bonds scheduled to be sold in mid-June, S &P came out this week with their rating. I am happy to share that they reaffirmed our current rating of “AA” for the City of Chaska and “AA-“ for our Economic Development Authority, which was the same rating that we have had for several years. They also followed up this rating by giving Chaska a “Stable” outlook for the future. This is good news for us as we go out to market as it signals to potential investors that things have stayed stable, and that there is a high likelihood of continued positive economic growth in our community. For a developing suburban community that has the need to sell debt to keep up with the infrastructure needs of a growing community, it is not always easy to keep a stable rate. This will help translate into lower interest rates than we would get if we had a change in our rate, which ultimately helps reduce the overall cost of the projects we are financing. A big thank you to our Finance and Economic Development Staff for working through this process. We are going to market the second week in June to sell bonds for our current projects. We hope to have something to bring back to consider for approval on this financing at the June 15 th meeting. ## BUILDING PLAN UPDATE While the Police and Fire Departments are fully occupying the space within the new Public Safety Center, work continues to finish the punch list items from the project, including landscaping and putting the second layer of blacktop on the driving surfaces within the site. The blacktop is set to be paved next Monday June 1 st . Because of that, the main entrance for the public will be closed that day to the building. This will only be a 1-day closure, with the main entrance being opened to the public again on June 2 nd . We are putting out communication so the public is aware. For the MSB building, things are scheduled to start up the week of June 1 st with site mobilization occurring and grading activities occurring. With this start of the project, we currently expect to be completed with the building in November of 2027. Finely, for the Library project, we have received 12 applications from architects interested in working on the project. Staff are currently reviewing these applications and will also be conducting interviews over the next two weeks to help narrow down the field. We are planning on completing this process the week of June 8 th , with a recommendation to the Council planned Page 81 of 107 to come to the June 15 th meeting. We were very pleased with the number of applicants we have received and hope that translates into having a very good architect for this project. If you have any questions on any of these project, please let me know. ## SOUTHWEST CHASKA PARK UPDATE As Staff is preparing to bring back final recommendations on the build of the SW Chaska Community Park, we did just receive construction estimates back from Confluence and Stantec on what they think it will take to construct the park. From these initial estimates, we are going back to look at the assumptions that were made for these estimates and exploring how to right- size the amenities to fit our overall budget for the site, which is about $24 million. At the same time, we also currently have over $4 million in grant applications out to the State to consider for this project, which will allow us to accomplish more if we were to receive them. We are expecting to hear back from the State on one grant in mid-June and expect to receive some indication of direction on the other grant by the middle of July. Knowing how we fair in the State process will help us determine what final recommendation we make back to the Park Board and Council in this process. Given the timing of all of this, we are now shooting to bring a final recommendation back to the Park Board at their July meeting and would plan on having a Work Session on July 20 th to review with the Council what is being recommended. If we have consensus on how to move forward sometime in July or early August, we will be exploring whether we can grade the site this year, or whether it makes more sense to do it in the Spring. In either case, the building of the park amenities would be planned to occur over the summer of next year. If you have any questions about this project, don’t hesitate to let me know. We look forward to coming back to you with some final recommendations in July! ## TEMPORARY USE OF FORMER POLICE SPACE With the old Police Department in City Hall now vacant, Staff have been looking at how to utilize this space in the short term to deal with the space issues we currently have in the rest of City Hall. Two divisions of our organization who are in need of space are our Human Resources Department and our Finance Division. For HR, the challenge we currently have is that only 1 of our 3 HR personnel have a private office, with the 2 others sharing space. This makes it very difficult when they need to have private meetings with employees. This is compounded by the fact that we only have one conference room remaining in City Hall, which also needs to be shared with other departments. Temporarily moving the HR Department down into the old Police Space would allow each of our HR Personnel, as well as our Payroll personnel (which we are in the process of moving under HR), to have individual office space, which will greatly enhance their ability to serve our employees in a confidential manner. We also have a conference room space in the old Police Department, which would allow us to dedicate this space to HR to be able to have employee meetings and well as conduct interviews in a single room instead of having to find what rooms are available in other buildings. At the same time, we also have issues within our Finance Division space where we have had water infiltration issues that have often leaked directly onto a set of desks in that area. While we have tested multiple times to make sure there are no mold issues with this, it is less a less than desirable space to have employees work, as their workspace can get wet on any given day Page 82 of 107 based on the weather. By moving some of the Finance Division also into the Police Space, this will help us deal with this issue in the short term to allow us to buy some time before the larger renovation work occurs on the entire building as a part of our Building Program. An added benefit of the moves by HR is that it will free up their space to allow our Communications Team to have designated space to expand their footprint. Right now, Kevin and Krista share a cube, which has been less than ideal. If you have any questions about some of these temporary moves, please let me know. I do believe that with these moves this will allow us to improve our current situation immediately and set ourselves up to be able to meet our needs until the remodel of City Hall occurs in 2029- 2030. ## MMPA RATING MEETING Just like the City is going through several infrastructure projects that we need to finance, our power agency, MMPA, is also in the process of completing new projects to work towards meeting our 2040 State Mandate to have 100% of our energy come from carbon free sources. And just like the City where we must have a rating from our rating agencies before we go out to market with our Bonds, MMPA is currently going through that process with our rating agencies. As part of that work, MMPA needs meetings with both of our rating agencies (S & P and Moody’s) at their offices within the next couple of weeks. Both rating agencies are headquartered out of New York. Being the Chairperson of MMPA, I will need to be a part of both meetings to be able to talk about the Cities we have within our agency and to educate them on the economic activity we have across all 12 member communities. These meetings will be on Tuesday, June 9 th . We plan on going out later Monday afternoon and coming back later Tuesday. All expenses for this trip for me will be covered by MMPA and will not fall back on Chaska as I will be there representing all 12 member communities. Just like with our City rating, we hope to receive similar good news for MMPA. Over the long term, the cost of our projects has an impact on rates. Performing well helps us keep rates as competitive as possible. If you have any questions about this, please let me know. ## Upcoming Activities Farmer’s Market: The summer farmer’s market will start on June 11 th and be every Thursday though the summer. This will be put on in the Paseo on the East side of 41 Juneteenth: Just a reminder that the Juneteenth Holiday will be on Friday June 19 th . City offices will be closed that day Chaska Rocks Music Fest: This is the annual music festival put on by the City and the Chaska Rotary to raise money for community projects. This was moved from September to June this year and will feature multiple bands between 4 pm-11 pm on June 20 th . Page 83 of 107 Page 84 of 107 ## City of Chaska ## Memorandum ## To: Administration, Mayor, and City Council ## From: Lisa Nelson, Controller Date: May 28, 2026 RE: Financial Reports – Ye a r-To-Date (YTD) 1 st Quarter ending March 31, 2026 ## FINACIAL REPORTS Atached are year-to-date financial reports as of March 31, 2026. Each fund includes the adopted budget compared to YTD actuals and the resul�ng variance. Prior year revenue s and expenditures/expenses are reported to allow compar isons of current year and prior year ac�vity. These dra� reports include the following revenues and expenditures/expenses as of the report date: • YTD revenue receipted by the City. • YTD revenue from invoices issued by the City. • YTD payroll expenditures. • YTD vendor payments that: 1) were previously approved by the City Council, or 2) are pending approval by the Council at the June 1st mee�ng. These dra� reports do not include the following revenues and expenditures/expenses: • General investment earnings revenue • Deprecia�on and amor�za�on expense (recorded at year-end) Page 85 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE WITHRECEIVED/ACTUAL AS OF ## BUDGET3/31/2026BUDGETEXPENDED3/31/2025 ## REVENUES: Property Taxes *18,635,272$ -$ (15,797,690)$ 0%-$ Franchise Fees 1,030,000 - (780,000) 0%- Licenses225,812 133,334 (87,215) 60%123,264 ## Permits: Building1,800,282 263,691 (1,062,569) 20%530,206 Other Permits59,380 18,963 (39,244) 33%94,438 ## Intergovernmental: State789,801 125,994 (1,025,292) 11%124,127 Regional, County, School & Local 173,160 43,504 (131,596) 25%41,987 ## Charges For Services: General Government6,851,754 1,720,560 (4,728,619) 27%1,616,707 Public Safety43,062 1,340 (48,989) 3%2,270 Public Works, Admin and Streets17,174 13,579 (2,502) 84%9,640 Parks & Recreation and Park Maint.761,261 125,898 (557,885) 18%134,018 Fines And Forfeitures43,860 11,504 (31,496) 27%11,440 Investment Earnings25,000 - (25,000) 0%- Other Revenue303,232 61,065 (141,918) 30%80,393 ## TOTAL REVENUES30,759,050 2,519,432 (24,460,015) 9%2,768,490 ## EXPENDITURES: ## General Government: Mayor & Council167,483 62,160 138,061 31%72,427 Communications448,049 123,762 232,473 35%70,197 Administration 1,212,972 297,567 742,628 29%239,110 Human Resources619,151 197,572 413,473 32%161,608 Elections48,335 6,714 (6,714) 7,139 Finance/Admin Services2,213,041 797,004 1,400,982 36%530,455 Information Services & Fiber Sys.1,550,461 252,127 1,275,532 17%168,880 Legal - City Attorney145,725 25,269 119,731 17%48,494 Community Development725,215 129,727 458,660 22%138,997 Engineering739,453 149,219 590,639 20%185,590 Government Buildings242,231 51,554 176,112 23%53,250 Facility Maintenance864,175 195,355 642,907 23%177,889 Total General Government8,976,291 2,288,030 6,184,484 27%1,854,036 ## Public Safety: Police7,834,036 1,756,398 5,479,789 24%1,711,891 Fire 3,759,164 701,445 2,552,092 22%677,652 Public Safety Facility185,000 79,470 105,530 43%- Building Inspections (Comm.Dev)893,697 240,272 - 100%209,225 Civil Defense5,901 111 - 100%112 Total Public Safety12,677,798 2,777,696 8,137,411 26%2,598,880 ## Public Works: Administration497,672 126,934 352,294 26%114,204 Streets & Alleys3,159,679 360,735 1,861,569 16%319,364 Snow Removal383,418 241,874 140,245 63%110,657 Signs13,070 1,198 10,872 10%7,980 Municipal Services/Building409,882 67,121 343,008 16%59,142 Tree Maintenance102,289 29,590 56,649 34%4,432 Total Public Works4,566,010 827,452 2,764,637 23%615,779 ## Parks & Recreation: Administration842,075 155,399 649,249 19%163,874 Community Events222,125 45,734 163,055 22%36,773 Programs (Youth/Teen/Adult/Sr.) 889,401 170,464 628,135 21%161,279 Beach/Firemen's Park113,094 4,457 105,917 4%2,390 Hockey & Skating Rinks7,391 3,436 2,106 62%7,041 Park Maintenance1,883,810 309,498 1,388,949 18%322,150 Total Parks & Recreation3,957,896 688,988 2,937,411 19%693,507 Unallocated685,000 - 300,000 0%- Debt Service 281,055 49,116 201,089 20%41,873 ## TOTAL EXPENDITURES31,144,050 6,631,282 20,525,032 25%5,804,075 ## OTHER FINANCING SOURCES (USES): Transfers In 5,806,000 1,113,380 (4,113,620) 21%1,114,570 Transfers Out(5,421,000) - 4,547,446 0%(355,000) ## NET TRANSFERS385,000 1,113,380 433,826 759,570 NET CHANGE IN FUND BALANCES-$ (2,998,470)$ (3,501,157)$ (2,276,015)$ *Tax settlements are received from Carver County in June/July and December. 2026 ## GENERAL FUND ## REVENUES, EXPENDITURES AND CHANGES IN FUND BALANCES ## FOR THE PERIODS ENDING 03/31/2026 AND 03/31/2025 Page 86 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE RECEIVED/ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## REVENUES: Property Taxes *6,000$ -$ (6,000)$ 0%-$ Charges For Services/Lot Sales2,400 900 (1,500) 38%600 Investment Earnings300 - (300) 0%- ## TOTAL REVENUES8,700 900 (7,800) 10%600 ## EXPENDITURES: ## Current: ## Public Works: Professional Services And Charges13,500 - 13,500 0%- NET CHANGE IN FUND BALANCES(4,800)$ 900$ 5,700$ 600$ *Tax settlements are received from Carver County in June/July and December. ## MOUNT PLEASANT MAINTENANCE FUND ## REVENUES, EXPENDITURES AND CHANGES IN FUND BALANCES ## FOR THE PERIODS ENDING 03/31/2026 AND 03/31/2025 2025 Page 87 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE % RECEIVED/ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## REVENUES: Property Taxes *249,217$ -$ (249,217)$ 0%-$ Charges For Services355,705 88,926 (266,779) 25%86,336 Investment Earnings15,000 - (15,000) 0%- Other Revenue34,800 - (34,800) - ## TOTAL REVENUES654,722 88,926 (565,796) 14%86,336 ## EXPENDITURES: ## Current: ## Administration: Professional Services31,537 10,216 21,321 32%3,453 Other Charges and Special Events471,074 4,670 466,404 1%110,925 ## Economic Development Projects/Programs: Professional Services62,230 14,525 47,705 14,525 Other Charges and Special Events219,970 - 219,970 0%- ## TOTAL EXPENDITURES784,811 29,411 755,400 4%128,903 ## EXCESS (DEFICIENCY) OF REVENUES OVER (UNDER) EXPENDITURES(130,089) 59,515 189,604 (42,567) ## OTHER FINANCING SOURCES (USES): Transfers In / (Out)200,000 - (200,000) - NET CHANGE IN FUND BALANCES69,911$ 59,515$ (10,396)$ (42,567)$ * Tax settlements are received from Carver County in June/July and December. ## ECONOMIC DEVELOPMENT AUTHORITY (EDA) FUND ## REVENUES, EXPENDITURES AND CHANGES IN FUND BALANCES ## FOR THE PERIODS ENDING 03/31/26 AND 03/31/25 2026 Page 88 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE RECEIVED/ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## REVENUES: Property Taxes *4,244,121$ -$ (4,244,121)$ 0%-$ Charges For Services30,500 - (30,500) 0%- Interest Earnings- 207,788 207,788 263,493 Leases (tower)154,000 - (154,000) 0%- Other Revenue- - - 32,651 ## TOTAL REVENUES4,428,621 207,788 (4,220,833) 5%296,144 ## EXPENDITURES: ## Current: General Government10,000 66,326 (56,326) 663%144,650 Public Safety- 11,160 (11,160) 60,345 ## Debt Service: Issuance Costs & Fiscal Agent Fees455,000 - 455,000 - ## Capital Outlay: ## Furniture And Equipment Communications30,500 43,078 (12,578) 141%- Human Resources- - - 27,961 Information Technology52,000 - 52,000 0%141,914 Police149,000 28,749 120,251 103,093 Fire236,000 - 236,000 32,501 Building Inspections- - - 90,924 Public Works518,500 - 518,500 0%505,112 ## TOTAL EXPENDITURES1,451,000 149,313 1,301,687 10%1,106,500 ## EXCESS (DEFICIENCY) OF REVENUES OVER ## (UNDER) EXPENDITURES2,977,621 58,475 (2,919,146) (810,356) ## OTHER FINANCING SOURCES (USES): Transfers In36,000 - (36,000) 0%- Transfers Out(3,313,621) - 3,313,621 0%- Bonds Issued300,000 - (300,000) 0%- Subscriptions Issued- - - 189,326 Sale of Capital Assets- 230 230 - TOTAL OTHER FINANCING SOURCES (USES)(2,977,621) 230 2,977,851 189,326 NET CHANGE IN FUND BALANCES-$ 58,705$ 58,705$ (621,030)$ *Tax settlements are received from Carver County in June/July and December. ## EQUIPMENT ACQUISITION FUND ## REVENUES, EXPENDITURES AND CHANGES IN FUND BALANCES ## FOR THE PERIODS ENDING 03/31/2026 AND 03/31/2025 2026 Page 89 of 107 ## PERCENT ## OF BUDGET 2025 ## ACTUAL AS OFVARIANCE RECEIVED /ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## OPERATING REVENUES: Residential & Senior Sales12,091,000$ 2,784,792$ (9,306,208)$ 23%2,553,247$ Commercial Sales1,430,000 344,691 (1,085,309) 24%333,859 Industrial Sales37,729,000 7,152,793 (30,576,207) 19%7,152,029 Other Charges and Sales3,365,350 2,249,103 (1,116,247) 67%2,552,566 TOTAL OPERATING REVENUES54,615,350 12,531,379 (42,083,971) 23%12,591,701 ## OPERATING EXPENSES: Purchased Power31,384,000 7,248,482 24,135,518 23%7,780,679 ## Distribution: Personnel Services2,853,045 564,501 2,288,544 20%541,119 Supplies, Services & Other Charges1,189,031 250,326 938,705 21%304,653 ## Administration: Personnel Services585,674 117,518 468,156 20%104,607 Supplies, Services & Other Charges4,121,965 1,008,396 3,113,569 24%1,000,116 ## Utility Billing: Personnel Services405,746 91,707 314,039 23%94,701 Supplies, Services & Other Charges426,395 73,704 352,691 17%103,364 Conservation Programs342,690 51,046 291,644 15%166,773 Capital Outlay4,679,000 336,433 4,342,567 7%1,010,152 TOTAL OPERATING EXPENSES45,987,546 9,742,113 36,245,433 21%11,106,164 ## OPERATING INCOME8,627,804 2,789,266 (5,838,538) 1,485,537 ## NON-OPERATING REVENUES: Investment Earnings 26,900 8,377 (18,523) 31%- Intergovernmental- - - 95 TOTAL NON-OPERATING REVENUES26,900 8,377 (18,523) 95 ## NON-OPERATING EXPENSES: Debt Service720,050 50,644 669,406 7%107,587 Debt Service - Agent Fees1,000 - 1,000 0%- TOTAL NON-OPERATING EXPENSES721,050 50,644 670,406 7%107,587 ## INCOME (LOSS) BEFORE CONTRIBUTIONS ## AND TRANSFERS7,933,654 2,746,999 (5,186,655) 1,378,045 ## CAPITAL CONTRIBUTIONS2,277,200 61,542 (2,215,658) 532,531 ## TRANSFERS IN (OUT): Transfers Out(9,458,100) (1,113,380) 8,344,720 12%(1,115,180) ## CHANGE IN NET POSITION752,754$ 1,695,161$ 942,407$ 795,396$ ## ELECTRIC FUND ## REVENUES, EXPENSES AND CHANGES IN NET POSITION ## FOR THE PERIODS ENDING 03/31/2026 AND 03/31/25 2026 Page 90 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE RECEIVED/ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## OPERATING REVENUES: Residential Sales2,904,100$ 693,669$ (2,210,431)$ 24%627,242$ Commercial Sales1,936,500 492,886 (1,443,614) 25%418,014 Industrial Sales2,207,300 511,943 (1,695,357) 23%433,428 Other Sales & Charges2,057,050 523,696 (1,533,354) 25%465,869 ## TOTAL OPERATING REVENUE9,104,950 2,222,194 (6,882,756) 24%1,944,553 ## OPERATING EXPENSES: Pumping33,503 7,390 26,113 22%8,924 Treatment (Met Council)4,365,618 1,455,206 2,910,412 33%1,324,549 ## Collection: Personnel Services815,745 186,703 629,042 23%175,610 Supplies, Services & Other Charges164,597 53,156 111,441 32%34,163 ## Administration: Personnel Services182,674 37,782 144,892 21%34,919 Supplies, Services & Other Charges824,159 205,028 619,131 25%194,201 ## Utility Billing: Personnel Services72,456 16,374 56,082 23%16,911 Supplies, Services & Other Charges72,561 18,127 54,434 25%15,972 Capital Outlay825,000 89,852 735,148 11%382,721 ## TOTAL OPERATING EXPENSES7,356,313 2,069,618 5,286,695 28%2,187,970 ## OPERATING INCOME (LOSS)1,748,637 152,576 (1,596,061) (243,417) ## NON-OPERATING REVENUES: Investment Earnings6,700 - (6,700) 0%- Intergovernmental- - - 83 TOTAL NON-OPERATING REVENUES6,700 - (6,700) 0%83 ## NON-OPERATING EXPENSES: Debt Service571,400 345,493 225,907 60%317,877 Issuance Costs & Fiscal Agent Fees1,000 245 755 25%- ## TOTAL NON-OPERATING EXPENSES572,400 345,738 226,662 317,877 INCOME (LOSS) BEFORE TRANSFERS1,182,937 (193,162) (1,376,099) (561,211) ## TRANSFERS IN (OUT): Transfers In55,000 - (55,000) - Transfers (Out)(484,900) - 484,900 0%- ## TOTAL TRANSFERS IN (OUT)(429,900) - 429,900 - ## CHANGE IN NET POSITION753,037$ (193,162)$ (946,199)$ (561,211)$ ## SEWER FUND ## REVENUES, EXPENSES AND CHANGES IN NET POSITION ## FOR THE PERIODS ENDING 03/31/2026 AND 03/31/2025 2026 Page 91 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE RECEIVED/ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## OPERATING REVENUES: Admissions442,200$ 140,143$ (302,057)$ 32%127,667$ Memberships1,389,199 307,140 (1,082,059) 22%369,044 Rentals1,127,622 371,888 (755,734) 33%360,239 Charges for Services/Lessons408,024 93,703 (314,321) 23%88,114 Other Revenue363,539 17,217 (346,322) 5%16,069 TOTAL OPERATING REVENUE3,730,584 930,091 (2,800,493) 25%961,133 ## OPERATING EXPENSES: Personnel Services2,821,830 673,000 2,148,830 24%626,108 Operating Supplies252,998 67,734 185,264 27%64,965 Professional & Other Services1,012,039 245,886 766,153 24%218,402 Other Charges230,577 144,806 85,771 63%94,081 Capital Outlay270,000 - 270,000 0%92,281 TOTAL OPERATING EXPENSES4,587,444 1,131,426 3,456,018 25%1,095,837 OPERATING INCOME (LOSS)(856,860) (201,335) 655,525 (134,704) ## NON-OPERATING REVENUES: Investment Earnings (Charges)(52,324) 1,903 54,227 -4%2,357 ## NON-OPERATING EXPENSES: Debt Service 564,783 980 563,803 0%1,687 Issuance Costs & Fiscal Agent Fees4,000 532 3,468 13%- TOTAL NON-OPERATING EXPENSES568,783 1,512 567,271 0%1,687 INCOME (LOSS) BEFORE TRANSFERS(1,477,967) (200,944) 1,277,023 (134,034) ## TRANSFERS IN (OUT): Transfers In1,535,111 - (1,535,111) 0%- CHANGE IN NET POSITION57,144$ (200,944)$ (258,088)$ (134,034)$ ## CHASKA COMMUNITY CENTER FUND ## REVENUES, EXPENSES AND CHANGES IN NET POSITION ## FOR THE PERIODS ENDING 03/31/2026 AND 03/31/2025 2026 Page 92 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE RECEIVED/ACTUAL AS OF ## BUDGET 3/31/2026WITH BUDGETEXPENDED3/31/2025 ## OPERATING REVENUES: Green Fees474,350$ 46,980$ (427,370)$ 10%41,809$ Cart Rental16,480 - (16,480) 0%- Merchandise & Other Sales37,914 83 (37,831) 0%10 TOTAL OPERATING REVENUES528,744 47,063 (481,681) 41,819 ## OPERATING EXPENSES: ## Golf - Maintenance Dept: Personnel Services234,975 42,063 192,912 18%48,791 Supplies, Services & Other Charges50,868 16,345 34,523 32%7,097 ## Golf - Club House: Personnel Services158,216 13,914 144,302 9%13,426 Supplies, Services & Other Charges54,192 8,732 45,460 16%14,248 Merchandise for Resale15,075 2,569 12,506 17%4,736 Capital Outlay - Golf Course Improvements10,000 - 10,000 0%- TOTAL OPERATING EXPENSES523,326 83,623 439,703 88,298 OPERATING INCOME (LOSS)5,418 (36,560) (41,978) (46,479) ## NON-OPERATING REVENUES: Investment Earnings515 - (515) 0%- ## NON-OPERATING EXPENSES: Debt Service249,933 - 249,933 0%- INCOME (LOSS) BEFORE TRANSFERS(244,000) (36,560) 207,440 (46,479) ## TRANSFERS IN (OUT): Transfers In244,000 - (244,000) 0%- CHANGE IN NET POSITION-$ (36,560)$ (36,560)$ (46,479)$ 2026 ## THE LOOP AT CHASKA ## REVENUES, EXPENSES AND CHANGES IN NET POSITION ## FOR THE PERIOD ENDED 03/31/2026 AND 03/31/25 Page 93 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE RECEIVED/ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## OPERATING REVENUES: Green Fees2,031,000$ 45,861$ (1,985,139)$ 2%51,056$ Driving Range190,550 3,863 (186,687) 2%7,709 Golf Rentals386,000 - (386,000) 0%- Merchandise412,000 85,615 (326,385) 21%35,060 Other Sales225,570 35,852 (189,718) 16%84,622 TOTAL OPERATING REVENUE3,245,120 171,191 (3,073,929) 5%178,447 ## OPERATING EXPENSES: ## Golf - Maintenance Dept: Personnel Services887,261 136,617 750,644 15%139,777 Supplies, Services & Other Charges384,081 75,596 308,485 20%40,371 ## Golf - Club House: Personnel Services787,593 114,553 673,040 15%109,178 Supplies, Services & Other Charges563,996 77,532 486,464 14%75,528 Merchandise for Resale300,000 208,295 91,705 69%208,186 Capital Outlay320,000 154,355 165,645 48%23,378 TOTAL OPERATING EXPENSES3,242,931 766,948 2,475,983 24%596,418 OPERATING INCOME (LOSS)2,189 (595,757) (597,946) (417,971) ## NON-OPERATING REVENUES: Investment Earnings 6,180 - (6,180) 0%- Bond Proceeds117,000 - (117,000) 0%- TOTAL NON-OPERATING REVENUES123,180 - (123,180) - ## NON-OPERATING EXPENSES: Debt Service 312,800 50,013 262,787 16%263,913 TOTAL NON-OPERATING EXPENSES312,800 50,013 262,787 16%263,913 CHANGE IN NET POSITION(187,431)$ (645,770)$ (458,339)$ (681,884)$ ## CHASKA TOWN COURSE FUND ## REVENUES, EXPENSES AND CHANGES IN NET POSITION ## FOR THE PERIOD ENDED 03/31/2026 AND 03/31/2025 2026 Page 94 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE RECEIVED/ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## OPERATING REVENUES: Lease Revenue *2,486,184$ 637,095$ (1,849,089)$ 26%637,095$ ## OPERATING EXPENSES: Professional Services **108,000 6,723,313 (6,615,313) 6225%163,040 Other Charges229,895 114,946 114,949 50%113,448 TOTAL OPERATING EXPENSES337,895 6,838,259 (6,500,364) 2024%276,488 ## OPERATING INCOME2,148,289 (6,201,164) (8,349,453) 360,607 ## NON-OPERATING REVENUES: Investment Earnings- 1,163 1,163 3,327 Lease interest- - - 2,453 Interfund Loan Payments104,219 - (104,219) 0%- Insurance Claim Proceeds- 5,956,180 5,956,180 - TOTAL NON-OPERATING REVENUES104,219 5,957,343 5,853,124 5716%5,780 ## NON-OPERATING EXPENSES: Debt Service2,074,250 - 2,074,250 0%- Issuance Costs & Fiscal Agent Fees4,500 - 4,500 0%- TOTAL NON-OPERATING EXPENSES2,078,750 - 2,078,750 0%- ## CHANGE IN NET POSITION173,758$ (243,821)$ (417,579)$ 366,387$ *Lease Revenue includes payments applied to lease receivable ** Includes insurance claims of $6.5 million ## TURBINE GENERATOR FUND ## REVENUES, EXPENSES AND CHANGES IN NET POSITION ## FOR THE PERIOD ENDED 03/31/2026 AND 03/31/2025 2026 Page 95 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE RECEIVED/ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## OPERATING REVENUES: Residential Sales1,389,000$ 368,450$ (1,020,550)$ 27%347,821$ Industrial Sales976,000 253,184 (722,816) 26%240,706 All Other Receipts3,000 1,844 (1,156) 61%1,859 TOTAL OPERATING REVENUE2,368,000 623,478 (1,744,522) 26%590,386 ## OPERATING EXPENSES: ## Collections: Personnel Services389,354 60,576 328,778 16%78,726 Supplies, Services & Other Charges278,574 49,490 229,084 18%71,741 ## Administration: Personnel Services264,632 59,822 204,810 23%56,410 Supplies, Services & Other Charges495,107 123,911 371,196 25%119,536 ## Utility Billing: Personnel Services28,982 6,550 22,432 23%6,764 Supplies, Services & Other Charges87,955 17,208 70,747 20%15,618 Capital Outlay 788,000 504,065 283,935 64%59,627 TOTAL OPERATING EXPENSES2,332,604 821,622 1,510,982 35%408,422 ## OPERATING INCOME35,396 (198,144) (233,540) 181,964 ## NON-OPERATING REVENUES: Investment Earnings 50,000 - (50,000) 0%- Intergovernmental- 25,000 25,000 - Bond Proceeds475,000 - (475,000) - TOTAL NON-OPERATING REVENUES525,000 25,000 (500,000) - ## NON-OPERATING EXPENSES: Debt Service394,200 35,931 358,269 9%201,971 Issuance Costs & Fiscal Agent Fees500 264 236 53%- TOTAL NON-OPERATING EXPENSES394,700 36,195 358,505 9%201,971 INCOME BEFORE TRANSFERS165,696 (209,339) (375,035) (20,007) ## TRANSFERS IN (OUT): Transfers In299,600 - (299,600) 0%- Transfers (Out)(411,000) - 411,000 0%- ## NET TRANSFERS IN (OUT)(111,400) - 111,400 - CHANGE IN NET POSITION54,296$ (209,339)$ (263,635)$ (20,007)$ 2026 ## STORM WATER FUND ## REVENUES, EXPENSES AND CHANGES IN NET POSITION ## FOR THE PERIODS ENDING 03/31/2026 AND 03/31/2025 Page 96 of 107 ## PERCENT ## OF BUDGET2025 ## ACTUAL AS OFVARIANCE RECEIVED/ACTUAL AS OF ## BUDGET3/31/2026WITH BUDGETEXPENDED3/31/2025 ## OPERATING REVENUES: Memberships161,710$ 45,684$ (116,026)$ 28%42,279$ Rentals237,385 37,602 (199,783) 16%34,774 Lessons230,000 89,550 89,550 39%74,389 Leagues190,962 - (190,962) 0%3,183 Leases326,200 76,135 (250,065) 23%79,053 Other Revenue51,635 10,510 (41,125) 20%9,708 TOTAL OPERATING REVENUES1,197,892 259,481 (708,411) 22%243,386 ## OPERATING EXPENSES: ## Administration: Personnel Services476,213 110,032 366,181 23%104,314 Supplies, Services & Other Charges498,099 100,853 397,246 20%79,109 ## Event Center: Personnel Services29,123 2,591 26,532 9%2,228 Supplies, Services & Other Charges29,989 11,910 18,079 40%20,943 ## Curling Center: Personnel Services236,008 63,256 172,752 27%62,708 Supplies, Services & Other Charges108,311 23,966 84,345 22%24,971 Crooked Pint62,135 6,768 55,367 11%6,861 Capital Outlay 294,500 249,727 44,773 85%260 TOTAL OPERATING EXPENSES1,734,378 569,103 1,165,275 33%301,394 OPERATING INCOME (LOSS)(536,486) (309,622) 456,864 (58,008) ## NON-OPERATING REVENUES: Investment Earnings (Charges)(50,000) 10,162 60,162 -85%13,352 ## NON-OPERATING EXPENSES: Debt Service1,081,111 714,739 366,372 169%1,321,066 Issuance Costs & Fiscal Agent Fees1,600 2,532 (932) 158%1,600 TOTAL NON-OPERATING EXPENSES1,082,711 717,271 365,440 168%1,322,666 INCOME (LOSS) BEFORE TRANSFERS(1,669,197) (1,016,731) 882,466 (1,367,322) ## TRANSFERS IN (OUT): Transfers In1,677,500 715,000 (962,500) 40%1,320,500 CHANGE IN NET POSITION8,303$ (301,731)$ (80,034)$ (46,822)$ ## CHASKA CURLING AND EVENT CENTER FUND ## REVENUES, EXPENSES AND CHANGES IN NET POSITION ## FOR THE PERIODS ENDING 03/31/2026 AND 03/31/2025 2026 Page 97 of 107 1 ## CITY OF CHASKA ## MEMORANDUM ## TO: Mayor and City Council Members ## Matt Podhradsky, City Administrator FROM: Noel Graczyk, Administrative Service Director ## DATE: 6/1/2026 ## RE: Investment Report for Fourth Quarter 2025 This investment report covers the three-month period ending December 31, 2025, and provides an overview of all City investment activity. This report is based on preliminary financial records that have not yet been fully reviewed by the City’s independent auditor. City investments are managed with an emphasis on the safety and security of the invested principal. These two objectives are intended to reduce the risk of loss of principal. Additional investment objectives include liquidity for overall City cash-flow needs, marketability of securities held by the City, and return on investment. Investments are placed both externally and through interfund loans made between City funds. Interfund loans provide funding resources for City activities that have been previously committed or completed by the City. The total of all City investments as of the end of the reporting period is $84.8 million and consists of the following internal and external positions. The $74.6 million in external deposits and investments have been placed using various securities. To reduce credit risk (the risk of principal not being returned) investment positions are placed in securities with high quality credit ratings. Most securities also have active secondary markets, providing liquidity. To reduce interest rate risk (the loss of value due to changes in interest rates) investments are placed using money market type funds or are invested in securities with a final maturity of less than five (5) years. Many securities with a final maturity greater than two (2) years out include a call provision. ## External Deposits and Investments74,591,203.46$ ## Internal Funding - Interfund Loans10,214,790.47 ## Total All City Investments:84,805,993.93$ ## City of Chaska ## Cash & Invesments ## 4Q/2025 Page 98 of 107 2 The following table and chart summarize the type of investments in which the City holds a position and the associated risk levels. Deposits and investments are placed using local banks, escrow agents and investment brokers. The City practice is to deposit up to $250,000 in certificates of deposits (CDs) with banks that maintain a local branch office within the City. These deposits are fully insured by the FDIC. Deposits with a local bank more than the FDIC limit of $250,000 are fully collateralized by the bank pledging to a third party, on behalf of the City, securities that ensure the safety of City deposits. Less Than 11 to 5More than 5 ## RatingAgency (<12/31/26)(01/01/27 -12/31/30)(>12/31/30 ) ## Total ## U.S. Treasury Securities N.R.N.R.700,028.00$ -$ -$ 700,028.00$ ## U.S. Government Agencies AaaMoody's2,380,516.20$ -$ -$ 2,380,516.20$ ## State & Local Bonds AA+S&P- 1,001,680.00 - 1,001,680.00 ## Investments in Mutual Funds & Money Markets ## First American Treasury ObligationsAAAmS&PN/AN/AN/A12,962,031.69 ## 100% Treasury MM Fund AAAmmS&PN/AN/AN/A3,716,674.27 ## MN Municipal MM Fund (4M & 4M Plus)N.R.N.R.N/AN/AN/A45,668,679.60 Total Investments:3,080,544.20$ 1,001,680.00$ -$ 66,429,609.76$ ## Unclassified Demand Deposits: 5,863,490.68 ## Total Deposits and Investments at Book Value:72,293,100.44$ Net Adjustment for Checks and (Deposits) in Transit: 2,298,103.02 ## Deposits and Investments:74,591,203.46$ ## City of Chaska ## Cash & Investments December 31, 2025 ## Credit RiskInterest Risk - Maturity Duration in Years ## U.S. Government ## Agencies 3.6% ## State & Local Bonds 1.5% ## First American ## Treasury ## Obligations 19.5% ## 100% Treasury MM Fund 5.6% ## MN Municipal MM Fund ## (4M) 68.7% Page 99 of 107 3 Investments placed through an escrow agent invest bond proceeds held for future project activity or that have been pledged for future bond refunding payments. Bond proceeds held by escrow agents are invested in money market mutual funds, guaranteed investment contracts (GIC), commercial paper, or U.S. government agencies. All four (4) types of securities provide a high level of liquidity to meet payment demands. Third party investment dealers are used to gain access to money market type funds or direct placement of securities. The following table and chart summarize the third parties used by the City to place investments. The managed investment portfolio is the portion of the deposits and investments that City staff invest, as needed, on an ongoing basis. The managed investments portfolio is what remains after deducting deposits and investments that have been restricted. ## Cash - Reconciled 5,126,082.69$ ## Investments ## RBC Dain Rauscher4,082,224.20$ ## Security Bank-CD225,483.95 ## Nicolet Bank-CD236,924.04 ## Old National Bank-CD45,000.00 ## Bank Vista-CD230,000.00 ## PMA Fin. - 4M Money Market43,164,109.20 ## Restricted Cash / Escrow ## US Bank 12,962,031.69$ ## ComputerShare3,716,674.27 ## PMA Fin. - 4M Money Market2,504,570.40 ## Total Cash & Investments by Source:72,293,100.44$ ## City of Chaska ## Cash & Investments by Source ## 4Q/2025 Page 100 of 107 4 The managed investment portfolio at $48 million is determined as follows. The investment portfolio generated earnings for the period of $479,798.34, which is $1,645.31 more than the prior quarter. The portfolio also saw an increase in fair value of $26,577.40, which is $12,534.42 less than the prior quarter. The overall earnings and changes in fair value are summarized in the following table. The current holdings in the portfolios produced the following yield results. The average yield is the estimated average yield of all investments in the portfolio. The current yield is an estimated weighted average based on the principal size of each investment in the portfolio. The yield to maturity is an estimate of the overall portfolio yield if all items in the portfolio are held to final maturity. ## External Deposits and Investments74,591,203.46$ ## Less Invested Bond Proceeds(2,504,570.40) ## Less Required Cash in Escrow(16,678,705.96) ## Total Managed Cash & Investments:55,407,927.10$ ## Less Cash in Deposit Accounts(7,424,185.71)$ ## Total Managed Investments:47,983,741.39$ 10/1/20241/1/20254/1/20257/1/202510/1/2025 12/31/2024 3/31/2025 6/30/20259/30/2025 12/31/2025 Beginning Fair Value36,527,492.69$ 40,203,774.48$ 35,685,284.14$ 38,291,039.13$ 41,800,043.13$ ## Beginning Weighted Avg Mat.5.3 Months4.5 Months4.3 Months3.5 Months3.0 Months Ending Fair Value40,203,774.48$ 35,685,284.14$ 38,291,039.13$ 41,800,043.13$ 47,983,741.39$ Earnings for Period426,270.13 404,623.64 373,590.44 478,153.03 479,798.34 Change in Fair Value for Period17,994.45 60,353.35 47,489.45 39,111.82 26,577.40 Year to Date Earnings1,712,227.73 404,623.64 778,214.08 1,256,367.11 1,739,133.39 Year to Date Change Fair Value316,584.10 60,353.35 107,842.80 146,954.62 173,532.02 ## Ending Weighted Avg Mat.4.5 Months4.3 Months3.5 Months3.0 Months2.6 Months ## City of Chaska ## General Investments 12/31/2025 ## Current Holdings 12/31/243/31/256/30/259/30/2512/31/25 ## Average Yield2.32%2.09%2.84%2.83%3.06% ## Current Yield3.91%3.70%3.84%3.84%3.60% ## Yield to Maturity3.28%3.20%3.52%3.74%3.70% Page 101 of 107 5 The following table is a detailed listing of all deposits and investments held by the City. This report has been prepared with the assistance of Lisa Nelson, Controller, Natalie Doran, Contracted Accountant, and Grant Ringdahl, Accountant, who work with me on an ongoing basis to manage overall City deposits and investments. Please contact me if I may be of any assistance in your review of this report. ## Fair Market Estimated ## Bank/DealerInvestment4Q/2025Yield ## Restricted Cash and Investments ## Invested Bond Proceeds PMA Financial Money Market Account (4M)2,504,570.40$ 3.756% ## Total Invested Bond Proceeds:2,504,570.40$ ## Required Escrow Accounts ## US Bank First American Treasury Obligations910,694.12 ## US Bank First American Treasury Obligations- ## US Bank First American Treasury Obligations320,587.07 ## US Bank First American Treasury Obligations110,180.21 ## US Bank First American Treasury Obligations14,146.98 ## US Bank First American Treasury Obligations18.62 ## US Bank First American Treasury Obligations415.69 ## US Bank First American Treasury Obligations101.86 ## US Bank First American Treasury Obligations240,915.03 ## US Bank First American Treasury Obligations11,364,859.20 ## US Bank First American Treasury Obligations112.91 ## ComputerShareEscrow invested in Money Market3,716,674.27 ## Total Required Escrow Accounts:16,678,705.96$ ## Total Restricted Cash and Investments:19,183,276.36$ ## General Cash and Investments ## Investments PMA FinancialMoney Market Account (4M)33,941,794.92$ 3.756% PMA Financial Money Market Account (4MPlus)9,222,314.28 3.767% RBCState & Local Bonds1,001,680.00 4.330% RBCU.S. Government Agencies2,380,516.20 4.05% - 4.207% RBCNegotiable CD's- 0.000% RBCU.S. Treasury700,028.00 4.050% Local BanksCDs737,407.99 0.40% - 4.11% ## Total General Investments:47,983,741.39$ 0.00 ## Deposits ## Old National Bank ## Demand Deposit 7,424,185.71$ 3.63% ## Total General Cash and Investments:55,407,927.10$ ## TOTAL CASH AND INVESTMENTS:74,591,203.46$ ## 4Q/2025 ## City of Chaska ## Cash & Investments by Source Page 102 of 107 1 ## CITY OF CHASKA ## MEMORANDUM ## TO: Mayor and City Council Members ## Matt Podhradsky, City Administrator FROM: Noel Graczyk, Administrative Service Director ## DATE: 6/1/2026 ## RE: Investment Report for First Quarter 2026 This investment report covers the three-month period ending March 31, 2026, and provides an overview of all City investment activity. This report is based on preliminary financial records that have not yet been fully reviewed by the City’s independent auditor. City investments are managed with an emphasis on the safety and security of the invested principal. These two objectives are intended to reduce the risk of loss of principal. Additional investment objectives include liquidity for overall City cash-flow needs, marketability of securities held by the City, and return on investment. Investments are placed both externally and through interfund loans made between City funds. Interfund loans provide funding resources for City activities that have been previously committed or completed by the City. The total of all City investments as of the end of the reporting period is $62.6 million and consists of the following internal and external positions. The $52.8 million in external deposits and investments have been placed using various securities. To reduce credit risk (the risk of principal not being returned) investment positions are placed in securities with high quality credit ratings. Most securities also have active secondary markets, providing liquidity. To reduce interest rate risk (the loss of value due to changes in interest rates) investments are placed using money market type funds or are invested in securities with a final maturity of less than five (5) years. Many securities with a final maturity greater than two (2) years out include a call provision. ## External Deposits and Investments52,788,699.39$ ## Internal Funding - Interfund Loans9,806,400.47 ## Total All City Investments:62,595,099.86$ ## City of Chaska ## Cash & Invesments ## 1Q/2026 Page 103 of 107 2 The following table and chart summarize the type of investments in which the City holds a position and the associated risk levels. Deposits and investments are placed using local banks, escrow agents and investment brokers. The City practice is to deposit up to $250,000 in certificates of deposits (CDs) with banks that maintain a local branch office within the City. These deposits are fully insured by the FDIC. Deposits with a local bank more than the FDIC limit of $250,000 are fully collateralized by the bank pledging to a third party, on behalf of the City, securities that ensure the safety of City deposits. Less Than 11 to 5More than 5 ## RatingAgency (<03/31/27)(04/01/27 - 03/31/31)(>03/31/31 ) ## Total ## State & Local Bonds AA+S&P-$ 996,630.00$ -$ 996,630.00$ ## Investments in Mutual Funds & Money Markets ## First American Treasury ObligationsAAAmS&PN/AN/AN/A7,035,089.77 ## 100% Treasury MM Fund AAAmmS&PN/AN/AN/A4,244,384.60 ## MN Municipal MM Fund (4M & 4M Plus)N.R.N.R.N/AN/AN/A37,075,760.47 Total Investments:-$ 996,630.00$ -$ 49,351,864.84$ ## Unclassified Demand Deposits: 1,978,711.09 ## Total Deposits and Investments at Book Value:51,330,575.93$ Net Adjustment for Checks and (Deposits) in Transit: 1,458,123.46 ## Deposits and Investments:52,788,699.39$ ## City of Chaska ## Cash & Investments March 31, 2026 ## Credit RiskInterest Risk - Maturity Duration in Years Page 104 of 107 3 Investments placed through an escrow agent invest bond proceeds held for future project activity or that have been pledged for future bond refunding payments. Bond proceeds held by escrow agents are invested in money market mutual funds, guaranteed investment contracts (GIC), commercial paper, or U.S. government agencies. All four (4) types of securities provide a high level of liquidity to meet payment demands. Third party investment dealers are used to gain access to money market type funds or direct placement of securities. The following table and chart summarize the third parties used by the City to place investments. The managed investment portfolio is the portion of the deposits and investments that City staff invest, as needed, on an ongoing basis. The managed investments portfolio is what remains after deducting deposits and investments that have been restricted. ## Cash - Reconciled 1,239,337.46$ ## Investments ## RBC Dain Rauscher996,630.00$ ## Security Bank-CD225,174.70 ## Nicolet Bank-CD239,198.93 ## Old National Bank-CD45,000.00 ## Bank Vista-CD230,000.00 ## PMA Fin. - 4M Money Market34,845,134.36 ## Restricted Cash / Escrow ## US Bank 7,035,089.77$ ## ComputerShare4,244,384.60 ## PMA Fin. - 4M Money Market2,230,626.11 ## Total Cash & Investments by Source:51,330,575.93$ ## 1Q/2026 Page 105 of 107 4 The managed investment portfolio at $36.6 million is determined as follows. The investment portfolio generated earnings for the period of $413,123.96, which is $66,674.38 less than the prior quarter. The portfolio also saw a decrease in fair value of $594.20, which is $21,171.60 less than the prior quarter. The overall earnings and changes in fair value are summarized in the following table. The current holdings in the portfolios produced the following yield results. The average yield is the estimated average yield of all investments in the portfolio. The current yield is an estimated weighted average based on the principal size of each investment in the portfolio. The yield to maturity is an estimate of the overall portfolio yield if all items in the portfolio are held to final maturity. ## External Deposits and Investments52,788,699.39$ ## Less Invested Bond Proceeds(2,230,626.11) ## Less Required Cash in Escrow(11,279,474.37) ## Total Managed Cash & Investments:39,278,598.91$ ## Less Cash in Deposit Accounts(2,697,460.92)$ ## Total Managed Investments:36,581,137.99$ 1/1/20254/1/20257/1/202510/1/20251/1/2026 3/31/20256/30/20259/30/202512/31/20253/31/2026 Beginning Fair Value40,203,774.48$ 35,685,284.14$ 38,291,039.13$ 41,800,043.13$ 47,983,741.39$ ## Beginning Weighted Avg Mat.4.5 Months4.3 Months3.5 Months3.0 Months2.6 Months Ending Fair Value35,685,284.14$ 38,291,039.13$ 41,800,043.13$ 47,983,741.39$ 36,581,137.99$ Earnings for Period404,623.64 373,590.44 478,153.03 479,798.34 413,123.96 Change in Fair Value for Period60,353.35 47,489.45 39,111.82 26,577.40 (594.20) Year to Date Earnings404,623.64 778,214.08 1,256,367.11 1,739,133.39 413,123.96 Year to Date Change Fair Value60,353.35 107,842.80 146,954.62 173,532.02 (594.20) ## Ending Weighted Avg Mat.4.3 Months3.5 Months3.0 Months2.6 Months2.7 Months ## City of Chaska ## General Investments 3/31/2026 ## Current Holdings 3/31/256/30/259/30/2512/31/253/31/26 ## Average Yield2.09%2.84%2.83%3.06%3.45% ## Current Yield3.70%3.84%3.84%3.60%3.61% ## Yield to Maturity3.20%3.52%3.74%3.70%3.65% Page 106 of 107 5 The following table is a detailed listing of all deposits and investments held by the City. This report has been prepared with the assistance of Lisa Nelson, Controller, and Grant Ringdahl, Accountant, who work with me on an ongoing basis to manage overall City deposits and investments. Please contact me if I may be of any assistance in your review of this report. ## Fair Market Estimated ## Bank/DealerInvestment1Q/2026Yield ## Restricted Cash and Investments ## Invested Bond Proceeds PMA Financial Money Market Account (4M)2,230,626.11$ 3.604% ## Total Invested Bond Proceeds:2,230,626.11$ ## Required Escrow Accounts ## US Bank First American Treasury Obligations900,474.43 ## US Bank First American Treasury Obligations317,209.23 ## US Bank First American Treasury Obligations111,116.40 ## US Bank First American Treasury Obligations39.50 ## US Bank First American Treasury Obligations18.77 ## US Bank First American Treasury Obligations418.97 ## US Bank First American Treasury Obligations102.66 ## US Bank First American Treasury Obligations242,817.81 ## US Bank First American Treasury Obligations5,462,462.16 ## US Bank First American Treasury Obligations429.84 ## ComputerShareEscrow invested in Money Market4,244,384.60 ## Total Required Escrow Accounts:11,279,474.37$ ## Total Restricted Cash and Investments:13,510,100.48$ ## General Cash and Investments ## Investments PMA FinancialMoney Market Account (4M)25,539,398.17$ 3.604% PMA Financial Money Market Account (4MPlus)9,305,736.19 3.620% RBCState & Local Bonds996,630.00 4.330% Local BanksCDs739,373.63 0.40% - 4.11% ## Total General Investments:36,581,137.99$ 0.00 ## Deposits ## OldNationalBankDemand Deposit 2,697,460.92$ 3.53% ## Total General Cash and Investments:39,278,598.91$ ## TOTAL CASH AND INVESTMENTS:52,788,699.39$ ## 1Q/2026 ## City of Chaska ## Cash & Investments by Source Page 107 of 107