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2026-04-14 CC Agenda Packet
I, CITYOF MOUND CITY OF MOUND CITY COUNCIL AGENDA Tuesday, April 14, 2026 6:00 pm THIS AGENDA IS SUBJECT TO CHANGE UNTIL THE START OF THE CITY COUNCIL MEETING 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ADOPT AGENDA 4. PUBLIC COMMENTS 5. PRESENTATIONS a. Orono Police Department with the March 2026 Activity Report, Spencer 1-12 6. CONSENTAGENDA a. Minutes of the March 10, 2026 City Council Regular Meeting, Kelly 13-18 b. Approve Resolution No. 26-23 approving the Liquor License for Lovy Thai 19 Restaurant, Kelly c. Approve Resolution No. 26-24 approving permits for 2026 Music in the Park summer 20-24 concert series at Surfside Park and Beach and waiving fees due to public purpose of gathering, Smith d. Approve Resolution No. 26-25 approving permit for 2026 Mound Fire Department 25-32 Relief Association Fish Fry and Dance on Saturday, June 6, 2026 and waiving fees due to public purpose of gathering, Smith e. Approve Resolution No. 26-26 approving permit for seasonal use of City property for 33-37 2026 Mound Farmers Market & More on Saturdays from May 23, 2026 to October 10, 2026 with reduced fee due to public purpose of gathering, Smith f. Approve 2026 Planning Commission Work Plan and Staff Project, Smith 38-39 g. Approve Resolution No. 26-27 approving 2026-2029 Residential Waste Reduction and 40-41 Recycling and Grant Agreement with Hennepin County, Imihy h. Pay Request No. 2 in the amount of $61,692.89 to Minger Construction for Water 42-46 Treatment Infrastructure Improvements — Phase 2; PW-25-12, Bauman 7. PUBLIC HEARINGS Planning Commission Recommendation — Planning Case No. 26-01 47-90 Public Hearing — Consideration/action on Conditional Use Permit Conditional Use Permit for Essential Service Building on City Parcel with PID No. 23-117-24-31-0077 for New Water Treatment Facility Applicant: City Engineer Bolton & Menk on behalf of City of Mound City of Mound Mission Statement: The City of Mound, through teamwork and cooperation, provides at a reasonable cost, quality services that respond to the needs of all citizens, fostering a safe, attractive and flourishing community. 8. OLD BUSINESS 9. NEW BUSINESS a. Approve Resolution 26-29 Approve cost participation in the Westedge Blvd. Mill 91-96 and Overlay project led by the City of Minnetrista b. Approve Resolution 26-30 Receive Plans and Authorize bidding for the 2026 Street 97-101 Reconstruction Project c. Approve Resolution 26-31 Awarding Evergreen Water Tower Painting Project to 102-105 Tanksco, Inc, PW-26-10, Prich 10.ANNOUNCEMENTS a. Comments/Reports from Council Members b. Comment/Report from City Manager c. Next City Council Regular Meeting: Tuesday, April 28, 2026 at 6:00 p.m. 11. ADJOURN City of Mound Mission Statement: The City of Mound, through teamwork and cooperation, provides at a reasonable cost, quality services that respond to the needs of all citizens, fostering a safe, attractive and flourishing community. Orono Police Department Crime Summary Report Cities: MOUND Date Range: 31112026 12:00:01 AM - 313112026 11:59:59 PM Crime Category: Aggravated Assault 609.2247.2 Domestic Assault - By Strangulation Crime Category: All Other Offenses 30-51(a) (Mound)Open burning prohibited, except a recreational fire, without a permit 1 518B.01.14(a) Domestic Abuse - Violate Order for Protection 609.352.2 Solicit Child to Engage in Sexual Conduct -Prohibited Act Crime Category: Burglary/Breaking & Entering 609.582.3(a) Burglary- 3rd Degree - Enters w/out consent with intent to Steal/Commit Felony or Gross Misdemeanor Crime *gory: Curfew/Loitering/Vagrancy Violations 16.3(B)(1) (HC)Curfew-Juvenile ages 12 to 14 present in public place or establishment after curfew 609.595.3 Damage to Property-4th Deg -Intentional Damage -Other Circumstances Crime Category: Driving Under the Influence 169A.20.1(1) Traffic - DWI - Operate Motor Vehicle Under Influence of Alcohol 169A.20.1(5) Traffic - DWI - Operate Motor Vehicle - Alcohol Concentration 0.08 Within 2 Hours 169A.26.1(a) Traffic - DWI - Third -Degree Driving While Impaired; 1 Aggravating Factor 1 1 1 1 1 2 1 2 2 2 Crime Category: Drug/Narcotic Violations 152.025.2(a)(1) Drugs - 5th Degree - Possess Schedule 1,2,3,4 or paraphernalia residual - Not cannabis/hemp 2 Crime Category: Intimidation (Assault) 609.2242.1(1) Domestic Assault -Misdemeanor -Commits Act to Cause Fear of Immediate Bodily Harm or Death 2 Crime Category: Liquor 169A.35.3 Traffic - Open bottle law; Possession; crime described 168.09.1 Motor Vehicle Registration - Operate Unregistered VehicleA/Vithout Plates on Public Streets/Highways Report Ran: 42/2026 8:33:36 AM Report: OR - FBR - Crime Summary Report Page 1 of 3 1 169.48.1(a)(1) Traffic Regulation -Vehicle Lighting; Lights to Be Displayed Sunset -Sunrise 171.27.1(a) Expiration of Drivers License - Over 21 ACPUB ACC -ACCIDENT PUBLIC ADBKADMIN BACKGROUND ALBUS ALARM BUSINESS ANCOMP ANIMAL COMPLAINT/OTHER ANINJ ANIMAL INJURED/SICK ASOAASSIST OTHER AGENCY ASPUB ASSIST PUBLIC DISDOM DISTURB DOMESTIC DISHAR DISTURB HARASSMENT DISNEI DISTURB NEIGHBORHOOD DISNOI DISTURB NOISE COMPLAINT DISUNW DISTURB UNWANTED PERSON FIRECO FIRE CARBON MONOXIDE DETECTOR FIREGAS FIRE GAS ODOR/LEAK FIREVEH FIRE VEHICLE FOBI FOUND BICYCLE FOPR FOUND PROPERTY LOSTDOG LOST DOG LOSTPR LOST PROPERTY MAARC MN ADULT ABUSE REPORTING CENTER (MAARC) MED MEDICAL MEDMH MEDICAL MENTAL HEALTH MEDOD MEDICAL -OVERDOSE MIS911 MISC FALSE 911 CALL MISCIV MISC PUBLIC CIVIL MATTER MISCOMP MISC OFCR DRIVING COMPLAINT MISHRO MISC PUBLIC HARRASSMENT RESTRAINING ORDER MISIMP MISC OFCR VEHICLE IMPOUND MISINFO MISC OFCR INFORMATION MISLOC MISC OFCR VEHICLE LOCKOUT MISOTH MISC OFCR OTHER MISRUNLOC MISC OFCR JUVENILE RUNAWAY LOCATED MISSCAM MISC OFCR SCAM/SWINDLE MISSW MISC OFCR SEARCH WARRANT SERVICE MISTRAFC MISC OFCR TRAFFIC COMPLAINT MISTRES MISC OFCR TRESPASS NOTICE SERVED MISUT MISC OFCR UNFOUNDED THEFT Report Ran: 42/2026 8:33:36 AM Report: OR - FBR - Crime Summary Report Page 2 of 3 MISVAN MISC VANDALISM 1 MISVEH MISC OFCR VEH/MOTORIST ASSIST/STALL 1 MISWA MISC OFCR WARRANT ARREST 2 MISWEL MISC OFCR WELFARE CHECK 14 MISWRN MISC OFCR WARNING TICKET 1 PERLL PERMIT LIQUOR LICENSE 1 PERSOL PERMIT SOLICITOR 1 PKCOMP PARKING COMPLAINT 2 PKUNS PARKING UNSAFE PARKING 1 RECSP RECOVERED STOLEN PROPERTY 1 SUSACT SUSPICIOUS ACTIVITY 10 SUSPER SUSPICIOUS PERSON 1 SUSVEH SUSPICIOUS VEHICLE 1 1 609.52.2(a)(1) Theft-Take/Use/Transfer Movable Prop -No Consent 1 1 609.344.1(b) Criminal Sexual Conduct - 3rd Degree - Penetration - Victim mentally impaired/physically helpless 1 Crime Category: Simple Assault 3 609.224.1 Assault-5th Degree -Misdemeanor 2 609.72.1(1) Disorderly Conduct - Brawling or Fighting 1 Crime Category: Theft From Motor Vehicle 2 609.52.2(a)(1) Theft-Take/Use/Transfer Movable Prop -No Consent 2 Crime Category: Weapon Law Violations 1 624.21 Sale/Possession/Explode/Advertise/Use Fireworks 1 Report Ran: 42/2026 8:33:36 AM Page 3 of 3 Report: OR - FBR - Crime Summary Report 3 Orono Police Department Activity Report - Public (If Juvenile involved, no address provided) Cities: MOUND Date Range: 3/1/2026 12:00:01 AM - 3/31120261159:59 PM Case: OR26001615 Reported 3/12026112159 AM Address: MOUND Offense: MEDMH MEDICAL MENTAL HEALTH Case: OR26001636 Reported 3 0269:3852 AM Address: MOUND Offense: MISCIV MISC PUBLIC CIVIL MATTER Case: OR26001641 Reported 3 026 10 51 54 AM Address: MOUND Offense: MAARC AN ADULT ABUSE REPORTING CENTER (MAARC) Case: OR260016941 Reported: 3P2026122506 PM Address: MOUND Offense: MAARC MN ADULT ABUSE REPORTING CENTER (MAARC) Case: OR26001649 Reported: 3P202622839 PM' Address:- MOUND Offense: MISCIV MISC PUBLIC CIVIL MATTER Case: OR26001653 Reported 3 0264:1352 PM Address: - MOUND Offense: SUSACT SUSPICIOUS ACTIVITY Case: OR26001655 Reported 3 0265: 12.12 PM Address: - MOUND Offense: MED MEDICAL Case:OR26001657 Reported 3 026742.18 PM Address: - MOUND Offense: SUSACT SUSPICIOUS ACTIVITY Case: OR26001665 Reported: 31320261:3LL48 AM Address: - MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case: OR26001671 Reported 332026185406AM Address: MOUND Offense: MISVEH MISC OFCR VEHIMOTORIST ASSIST/STALL Case:OR26001672 Reported 3f32026 11 4 24 AM Address: - MOUND Offense: MISINFO MISC OFCR INFORMATION Case: OR26001674 Reported 3320262:5403 PM Address: MOUND Offense: MISCOMP MISC OFCR DRIVING COMPLAINT Case: OR26001675 Reported: 3320262:5519 PM Address: - MOUND Offense: MISSW MISC OFCR SEARCH WARRANT SERVICE Case: OR260016T Reported: 31320262:5738 PM Address:- MOUND Offense: MISCOMP MISC OFCR DRIVING COMPLAINT Csse:OR26001695 Reported 3/4202612:1842 PM AEtlreabc- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Report Ran: 4/2f2026 8 24 00 AM 4 Report OR- FUR-Activtly Report- Public Page 1 of 9 Case:OR26001696 Reported: W42026124209 PM Address:- MOUND Offense: MISTRAFC MISC OFCR TRAFFIC COMPLAINT Case: OR26001700 Reported: X420262:0026 PM Address:- MOUND Offense: MISSCAM MISC OFCR SCAMISWINDLE Case: OR26001702 Reported: X420263: 17_10 PM Address:- MOUND Offense: MISOTH MISC OFCR OTHER Case: OR26001708 Reported: X420268:3409 PM Address:- MOUND Offense: MISRUNLOC MISC OFCR JUVENILE RUNAWAY LOCATED Case: OR26001709 Reported: X420269:5735 PM Address:- MOUND Offense: 168 09.1 Motor Vehicle Registration - Operate Unregistered VehideMlMau1 Plates on Public StieelsMighways Offense169 48.1(a)OB Traffic Regulation - Vehicle Lighting Lights to Be D¢played SunsetSunnse Offense: 169A201(1) Traffic - DWI - Operate Motor Vehicle Under Influence of Alcohol Offense: 169A201(5) Traffic - DWI - Operate Motor Vehicle - Alcohol Cancentudion 0 08 Whin 2 Hours Offense: 169A26 1(a) Traffic - DWI - ThirdDegree Dnving While Impanel; 1 Aggravating Factor Offense: 171 2T.1(a) Expiration of Drivers Lacense - Over 21 Cases: OR26001714 Reported: 85202692201 AM Address:- MOUND Offense: SUSACT SUSPICIOUS ACTNITY Case: OR26001716 Reported: X/ 026123O59PM Address:- MOUND Offense: ADBK ADMIN BACKGROUND Case: OR26001717 Reported: NW026123253 PM Address:- MOUND Offense: PERLL PERMIT LIQUOR LICENSE Case: OR26001718 Reported:B 026123848 PM Address:- MOUND Offense: MISSCAM MISC OFCR SCAM/SWINDLE Cases: OR26001M Reported:B 0261:3O00 PM Address:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Cese:OR26001726 Reported: NW02654757 PM Address: MOUND Offense: 6095% 3 Damage to Pmperty-0fh Deg -Intentional DamageOtherCircumstances Case: OR26001742 Reported: XI20269:M07 AM Address:- MOUND Offense: MISTRES MISC OFCR TRESPASS NOTICE SERVED Case: OR26001741 Reported Xl2026103539AM Address:- MOUND Offense: MED MEDICAL Case: OR26001745 Reported: 33202611 W 12 AM Address:- MOUND Offense: DISNEI DISTURB NEIGHBORHOOD Case: OR 1N]01747 Reported: 3320261:029 PM Address:- MOUND Offense: DISNOI DISTURB NOISE COMPLAINT Case:OR26001749 Reported: Xl20262: 1426 PM Address:- MOUND Offense: DISNOI DISTURB NOISE COMPLAINT Report Ran: 422026 8 24 00 AM Report. OR- FUR -Activity Report- Public 5 Page 2 of 9 Case: OR26001751 Reported: 3B20263:57_13 PM Address:- MOUND Offense: ACPUB ACCACCIDENT PUBLIC Case: OR26001755 Reported: 3B202654328 PM Address:- MOUND Offense: MED MEDICAL Case: OR26001783 Reported 3O20268 W26 PM Address:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case: OR26001784 Reported 3O2026928.15 PM Address:- MOUND Offense: MISINFO MISC OFCR INFORMATION Case: OR26001791 Reported:3 02654121 AM Address:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case: OR26001804 Reported: 3I620261: 1403 PM Address:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case:OR26001805 Reported: 3I620262410 PM Address:- MOUND Offense: DISNEI DISTURB NEIGHBORHOOD Case: OR26001806 Reported: 3I820263: 1151 PM Address:- MOUND Offense: DISBAR DISTURB HARASSMENT Case:OR26001809 Reported: 3I8202671835 PM Address:- MOUND Offense: LOSTPR LOST PROPERTY Case: OR26001810 Reported: 3I620269: 1042 PM Address:- MOUND Offense: ACPUB ACCACCIDENT PUBLIC Case: OR26001817 Reported: 3I920268:N 48 AM Address:- MOUND Offense: FOPR FOUND PROPERTY Case:OR26001819 Reported: 319202694432 AM Address:- MOUND Offense: MISHRO MISC PUBLIC HARRASSMENT RESTRAINING ORDER Case: OR26001820 Reported ML!026102726AM Address:- MOUND Offense: MAARC AN ADULT ABUSE REPORTING CENTER (MAARC) Case: OR26001827 Reported 3I920264:M 56 PM Address:- MOUND Offense: DISBAR DISTURB HARASSMENT Case: OR26001834 Reported: 3920268:5432 PM Adtlress:- MOUND Offense: MISFIRES MISC OFCR TRESPASS NOTICE SERVED Case: OR26001836 Reported: 392026103 01 PM Address:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case:OR26001848 Reported 3/102026805.0DAM Address:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case:OR26001857 Reported: XIW02624449 PM Address:- MOUND Offense: MISCIV MISC PUBLIC CIVIL MATTER Report Ran: 4/2f2026 8 24 00 AM 6 Report OR- FUR -Activity Repot- Public Page 3 Df 9 Case oltENM01861 Reported: 3/1020265 W12 PM Address:- MOUND Offense: SUSACT SUSPICIOUS ACTIVITY Case: OR26001872 Reported: 11 W02612 X1 iT PM Address:- MOUND Offense: DISBAR DISTURB HARASSMENT Case: OR26001874 Reported: 11 W02642541 PM Address : MOUND Offense: 609 352 2 SDIIC9 Child to Engage in Sexual Condo& Prohibited Act Case: OR26001883 Reported: NIM02640924 AM Address: - MOUND Offense: DISDOM DISTURB DOMESTIC Case:OR26001888 Reported: NIM026112517AM Address: - MOUND Offense: MISINFO MISC OFCR INFORMATION Case: OR260018110 Reported: 3/1220261149:49 AM Address: - MOUND Offense: SUSACT SUSPICIOUS ACTIVITY Case: OR26001891 Reported: XIM02622502 PM Address: - MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case oltCNM01915 Reported: 3/13202654832AM Address: - MOUND Offense: ALBUS ALARM BUSINESS Cese:OR26001923 Reported: 3/13202675913AM Address: - MOUND Offense: MED MEDICAL Case: OR26001930 Reported: 3/1320261139:05 AM Address:- MOUND Offense: DISDOM DISTURB DOMESTIC Case: OR26001938 Reported: XIW0263a731 PM Address: - MOUND Offense: FIRECO FIRE CARBON MONOXIDE DETECTOR Case:OR26001946 Reported: NIM02683707 PM Address: - MOUND Offense: MIS911 MISC FALSE 911 CALL Case oltENM01950 Reported: 11420261231: 18 AM Address: - MOUND Offense: MED MEDICAL Case:OR26001951 Reported: 11420261 07W AM Address: - MOUND Offense: DISNEI DISTURB NEIGHBORHOOD Case: OR26001953 Reported: XIM02691500 PM Address: - MOUND Offense: FOBI FOUND BICYCLE Case: 0R26001961 Reported: 114202675746 AM Address: - MOUND Offense: PKCOMP PARKING COMPLAINT Cese:OR26001963 Reported: 1142026820.47 AM Address: - MOUND Offense: SUSACT SUSPICIOUS ACTIVITY Case:OR26001964 Reported: 1142026925.10 AM Address: - MOUND Offense: SUSACT SUSPICIOUS ACTMTY Report Ran: 4=26 8 24 00 AM 7 Report_ OR- FOR -Activity Report- Public Page 4 of 9 Case:OR26001965 Reported: W14202611:13:03 AM Address: MOUND Offense: SUSPER SUSPICIOUS PERSON Case: OR26001973 Reported: X14202640837 PM Address:- MOUND Offense: MISIMP MISC OFCR VEHICLE IMPOUND Offense: MISWRN MISC OFCR WARNING TICKET Case: OR26001978 Reported: X14202662441 PM Address: MOUND Offense: 3051(a) (MDUW)Open burning pmhibded, except a recreational fine, without a permR Case: OR26001981 Reported :3 IWU61 M48 AM Address:- MOUND Offense: SUSACT SUSPICIOUS ACTIVITY Case:OR26001983 Reported 3/15202634439AM Address:- MOUND Offense: DISNOI DISTURB NOISE COMPLAINT Cese:OR26001986 Reported 3/15202685350AM Address:- MOUND Offense: PKUNS PARKING UNSAFE PARKING Case:OR26001990 Reported: 3/152026122435PM Address:- MOUND Offense: MED MEDICAL Case:OR26001991 Reported: XIW02610725PM Address:- MOUND Offense: MED MEDICAL Case: OR26002009 Reported: 3/1620268%6 AM Address:- MOUND Offense: MAARC AN ADULT ABUSE REPORTING CENTER (MAARC) Case: OR26002016 Reported X16202615807 PM Address:- MOUND Offense: MISINFO MISC OFCR INFORMATION Case: OR26002034 Reported X17202674742AM Address:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case: OR26002094 Reported: X172026122904PM Address:- MOUND Offense: MED MEDICAL Case: OR26002046 Reported: X17202610841 PM Address:- MOUND Offense: SUSVEH SUSPICIOUS VEHICLE Case: OR26002053 Reported: X17202663234 PM Address:- MOUND Offense: MISWA MISC OFCR WARRANT ARREST Case: OR26002057 Reported X172026185157PM Address:- MOUND Offense: DISBAR DISTURB HARASSMENT Case: OR26002064 Reported: XIW02691849 AM Address:- MOUND Offense: MISHRO MISC PUBLIC HARRASSMENT RESTRAINING ORDER Case: OR26002067 Reported: 3/18202692542 AM Address:- MOUND Offense: MISINFO MISC OFCR INFORMATION Case: OR2600M70 Reported: 3/182026115249AM Address:- MOUND Offense: DISUNW DISTURB UNWANTED PERSON Report Ran: 4/2f1026 8 24 00 AM Report_ OR- FUR-Acfivdy Repot- Public Page 5 Df 9 Case: OR26002073 Reporhad XIW0261:1158 PM Addreu:- MOUND Offense: LOSTDOG LOST DOG Case: OR26002078 Reporting! : XIW02623305 PM Address:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Cue: OR26002084 Reported XIW026532MPM Address:- MOUND Offense: 152 025 2(a)(1) Drugs - 5th Degree - Possess Schedule 1,2,3,4 or paraphernalia residual - Not cannabis/hemp Cue: OR26002092 Reported: X19202610 XI W AM Addreu:- MOUND Offense: MED MEDICAL Cue: OR26002093 Reported: 1192026105055AM Address:- MOUND Offense: MED MEDICAL Cese:OR26002111 Reporhad 320202680824AM Address:- MOUND Offense: SUSACT SUSPICIOUS ACTIVITY Case: OR26002114 Reporhad 320202633O1(PM Address:- MOUND Offense: ACPUB ACC ACCIDENT PUBLIC Cue: OR26002115 Reported: 3202026 6 2912 PM Address:- MOUND Offense: DISUNW DISTURB UNWANTED PERSON Cue: OR26002123 Reporting! : MW02640O56 AM Address:- MOUND Offense: FIREGAS FIRE GAS ODORTEAK Cue: OR26002124 Reporhad MW026 O0821 AM Address:- MOUND Offense: Me 2247 2 Domestic Assault - By Strangulation Case: OR26002129 Reporhad MWO610800 PM Address:- MOUND Offense: RECSP RECOVERED STOLEN PROPERTY Case: OR26002132 Reporting! : MWO634750 PM Address:- MOUND Offense: 609 582 3(a) Burglary- 3rd Degree - Enters W/out consent with intent to SteallComm t Felony or Gross Misdemeanor Cue: OR26002137 Reporting! : MWO65:1403 PM Address:- MOUND Offense: ANCOMP ANIMAL COMPLAINT/OTHER Cue: OR26002155 Reporhad 32WM 10 W8 PM Addreu:- MOUND Offense: 609224. 1 Assault-5th DegrandMisdemean it Offense: fi0922421(1) Domestic Assau6-Misdemeanor Commits Actb Cause Fearof Imme Tale godly Haim or Death Offense: 609 72Ill) Disorderly Conduct - Brawling or Fighting Case:ORZfi0021]5 Reporhad : 3222026101353 PM Address: MOUND Offense: 169A 201(1) Traffic -DWI - Operate Motor Vehicle Under Influence of Alcohol Offense: 169A201(5) Traffic -DWI - Operate Motor Vehicle-Almhol Concentration 0 OB Wdhin 2 Uri Offense: 169A2O1(a) Thai - DWI - ThirM1Degree Dnvinig While Impaired; 1 Aggravating Factor Offense: 169A 35 3 Traffic - Open bo81e law; Possession, more described Cue: OR26002185 Reported: MM0261125MAM Address:- MOUND Offense: Me 22421(1) Domestic Assault -Misdemeanor -Commits AR to Cause Fear of Immediate Bodily Hann or Death Report Ran: 4=26 8 24 00 AM Page 6 of 9 Report OR- FUR -Activity Report- Public 9 Case: OR26002186 Reported- 32320261129:25 AM Address:- MOUND Offense: 6095% 3 Damage to Property-0ih Deg-Intenti0nal DamagaOther Circumstances Case: OR26002169 Reported: MWO613022 PM Address:- MOUND Offense: FOPR FOUND PROPERTY Case:OR26002215 Reported: 32420261154:43 AM Address:- MOUND Offense: MISVAN MISC VANDALISM Case: 0R2600= Reported 324202650125 PM Address:- MOUND Offense: MEDOD MEDICALOVERDOSE Case: OR26002229 Reported: 324202683259 PM AEdress:- MOUND Offense: 518B 01 14(a) Domestic Abuse - Violate Order for Protection Case: OR26002230 Reported: 324202690W PM AEdress:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case: OR26002231 Reported- 32420261109:48 PM Address:- MOUND Offense: SUSACT SUSPICIOUS ACTIVITY Case: OR2600223B Reported: 32520269:1052 AM Address:- MOUND Offense: MISTRES MISC OFCR TRESPASS NOTICE SERVED Case: OR26002253 Reported 325202632018 PM Address:- MOUND Offense: MED MEDICAL Case: OR26002257 Reported: 3252026407 M PM Address:- MOUND Offense: MEDMH MEDICAL MENTAL HEALTH Case: OR26002275 Reported: 3262026227*f AM Address:- MOUND Offense: DISUNW DISTURB UNWANTED PERSON Case: OR26002276 Reported: 3262026 O3429 AM Address:- MOUND Offense: ASPUB ASSIST PUBLIC Case: OR260022]B Reported: 3262026100724AM Address:- MOUND Offense: ASPUB ASSIST PUBLIC Case: 0R26002261 Reported: 326202624 50 PM Address:- MOUND Offense: 152 025 2(a)(1) Drugs - 5th Degree - Possess Schedule 1,2,3,4 or paraphernalia residual - Not cannabislhemp Case: ORMH)n83 Reported: 3262026358.39 PM Address:- MOUND Offense: FIREGAS FIRE GAS ODORILEAK Case: 0R26002284 Reported- 326202642936 PM Address:- MOUND Offense: MISSCAM MISC OFCR SCAMISWINDLE Case: OR26002296 Reported: 32]2026125725AM Address:- MOUND Offense: MISWA MISC OFCR WARRANT ARREST Case: 0R26002302 Reported 32]20269:1535 AM Address:- MOUND Offense: MED MEDICAL Report Ran: 4/ 02682400 AM ,�0 Report_ OR- FUR -Actively Report- Public Page 7 of 9 Cents: OR26002307 Reported: 32720261208:25 PM Atltlress:- MOUND Offense: DISDOM DISTURB DOMESTIC Caere: OR26002326 Reported: 32] M84 WPM Address:- MOUND Offense: MEDMH MEDICAL MENTAL HEALTH Cents: OR2600232B Reported: 327202692800 PM Address: - MOUND Offense: DISDOM DISTURB DOMESTIC Cents: OR26002331 Reported 326202622159 AM Address: - MOUND Offense: ASOA ASSIST OTHER AGENCY Caere: OR26002334 Reported 326202685404 AM Address: - MOUND Offense: ANINJ ANIMAL INJUREDISICK Cents: OR26002335 Reported: 326202694203 AM Address: - MOUND Offense: MED MEDICAL Caere: 0R26002346 Reported: 326202623138 PM Address: - MOUND Offense: DISDOM DISTURB DOMESTIC Caere: OR260023]] Reported 329202652403 AM Address: - MOUND Offense: DISDOM DISTURB DOMESTIC Offense: MISLOC MISC OFCR VEHICLE LOCKOUT Cents: OR26(02381 Reported: 329202675!) 59 AM Address: MOUND Offense: FOPR FOUND PROPERTY Cents: OR26002387 Reported: 3292026111312AM Address: - MOUND Offense: DISDOM DISTURB DOMESTIC Cents: OR26002396 Reported 3292026736.06 PM Address : MOUND Offense: 609 W 1(b) Criminal Sexual Conduct - 3rd Degree - Penetration - Victim mentally impamxlfphysically helpless Cease: OR26002401 Reported: 329202685212 PM Address: MOUND Offense: Mg9 4.1 Assault 51b DegrooWisdemeanor Cease: OR26002410 Reported: 3130202680418 AM Address:- MOUND Offense: MEDMH MEDICAL MENTAL HEALTH Cents: OR26002415 Reported MW0261120:59 AM Address: - MOUND Offense: MISSCAM MISC OFCR SCAMISWINDLE Cents: OR26002418 Reported MW026125926PM Address: - MOUND Offense: FIREVEH FIRE VEHICLE Caere: OR26002426 Reported: MW02645300 PM Address: - MOUND Offense: DISNEI DISTURB NEIGHBORHOOD Cease: OR26002428 Reported: 313020264% 01 PM Address: - MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Case: OR26002433 Reported: MW02673745 PM Address:- MOUND Offense: MISUT MISC OFCR UNFOUNDED THEFT Report Ran: 4=26 8 24 00 AM 11 Report OR- FUR -Actively Report- Public Page 8 Df 9 Caine: OR26002410 Reported: 3130202685217 PM Address: MOUND Offense: 16 3(B)(1) (HC)Curkov ftivenile ages 12 to 14 present in public place or establishment after curfew Offense: 624 21 Sale/PossessionlEypbdelAdveNseNse Fin:worts Caine: OR26002447 Reported: 3I312026438.02 AM Address:- MOUND Offense: PKCOMP PARKING COMPLAINT Case: OR26002451 Reported: 3I31202670958 AM Address:- MOUND Offense: Me52 2(a)(1) The8-TakeNsellransrer Movable PmµNo Consent Caine: OR26002453 Reported: 3I31202695952 AM Address:- MOUND Offense: 60952 2(a)(1) The8-TakeNsellransrer Movable PmµNo Consent Case: OR26002460 Reported: 3I31202623523 PM Address:- MOUND Offense: MEDMH MEDICAL MENTAL HEALTH Case: OR26002463 Reported: 3I31202634750 PM Address:- MOUND Offense: 60952 2(a)(1) The8-TakeNsellran4er Movable PmµNo Consent Caine: OR26002465 Reported: 3I31202644751 PM Address:- MOUND Offense: MISWEL MISC OFCR WELFARE CHECK Caine: OR26002466 Reported: 3I WO651015PM Address:- MOUND Offense: MED MEDICAL Caine: OR26002474 Reported: 3I3120269:1537 PM Address:- MOUND Offense: DISDOM DISTURB DOMESTIC Total 146 Cases: Report Ran: 4/2f M82400 AM ,�,Z Report. OR- FUR -Actively Report- Public Page 9 of 9 MOUND CITY COUNCIL MINUTES March 10, 2026 The City Council of the City of Mound, Hennepin County, Minnesota, met in regular session on Tuesday, March 10, 2026, at 6:00 p.m. in the Council Chambers in the Centennial Building. Members present: Mayor Jason Holt, Council Members Sherrie Pugh, Kathy McEnaney, Kevin Castellano, and Michelle Herrick. Members absent: None Others present: City Manager Jesse Dickson, Deputy City Manager Laila Imihy, City Clerk Kevin Kelly, Fire Chief Greg Pederson, Assistant Fire Chief, Andrew Drilling, City Attorney Scott Landsman, Public Works Director Ryan Prich, City Senior Engineer Brian Simmons, OPD Sergeant Ryan Spencer, Michael Jabs, Matt Jakubik, Joey Blackstone, Michael Jabs, Shane Gardner, Steven and Teddi Crandell, Kennedy Wright, Cody and Megan Rolighed, Thomas and Kaitlin Witte, Katie Palmer and Erik Palmer, Dan Zellmer, Scott Gates and Helen Canning. Call to Order Pledge of Allegiance Adopt Agenda MOTION by Herrick, seconded by McEnaney, to approve the consent agenda. Upon roll call vote, all voted in favor. Motion carried. Public Comments Judy Carmein, 3128 Priest Lane, invited the community to a workshop called Braver Angels at the Gillespie Center on April 29'h. Carmein said she is a member of Bethel Church with the purpose of the workshop is to get people of opposing views to meet, to find common ground and to solve problems. Dan Zellmer, Surfside Bar and Grill, said he wanted Commerce Blvd. to have two lanes open during the water main infrastructure project construction. Holt said he has talked to staff to make sure the project be as least disruptive the better. Zellmer said he is also concerned about water quality during the project. Simmons said at times there will be temporary water available to residents and businesses in the area with dynamic signage to inform residents. Simmons said the contractor doing the work has been informed that the project south of Bartlett is to be completed by mid -July. Presentations a. Firefighter's Oath of Office, Pederson Pederson said the Mound Fire Department would like to formally present new Fire Fighters. Pederson said these candidates completed quite a bit of training which included Firefighter 1, Firefighter 2 and EMR training in their first 12 months of service as well as 42 training sessions outside of fire department training and meetings. Pederson administered the Firefighter's Oath of Office and family members pinned the badges of newfirefighter's, Steven Crandell, Kennedy Wright, Cody Rolighed, Thomas Witte, and Erik Palmer. 13 b. Orono Police Department with the February 2026 Activity Report, Spencer Spencer said there were 108 calls for service in February without any specific trends occurring. Spencer mentioned that last Friday the Stuff the Bus event was held to encourage food donations. Spencer added that the Orono City Council accepted the resignation and June retirement of OPD Police Chief Corey Farniok. c. State of the Water. Simon Simmons presented the State of the Water report for 2026. Simmons said this presentation began in 2021 to coincide with the City-wide notice of the presence of manganese in the City source water. Simmons listed the following: • What we know about Mound's water is above test value health guidelines • City is Supplied by two wells • Mound's water is high in iron which results in discoloration which is considered a nuisance • Manganese and Iron can be treated by a Water Treatment Plant (WTP) Manganese Guidance for Residents • Water softening can remove Manganese • Encourage the testing of water in homes before and after water softening • Manganese is found to be poorly absorbed through the skin • Manganese Tool Kit is available from the Minnesota Department of Health (MDH) Mission for Mound Water • Remove Manganese, Iron and other contaminants • Steward of taxpayer dollars responsibly • Protect and preserve City and private infrastructure Our Solutions Water Treatment Infrastructure has been under way since 2025 with Phases 1 and 2 with design of the water treatment plant and continued 2026 construction 2025 Project Updates • Designed and bid two phases of trunk watermains • Completed construction on first phase near Chateau water tower • $10.3 million from MN legislature • Plant Site processes has been cleared • Evaluation of financial impact of funding to the City 2026 updates • $1 Million from Federal Govt. received recently • Phase 2 Watermain Improvements begin this Spring • Finishing the Water Treatment Plant design • Continue with State and Federal level advocacy for additional funding • Working with City's municipal advisor on financial impacts 14 Treatment Plant is designed for a space near Water Tower and Sorbo Park on a high point with tree screening and landscaping. Project Funding received to Date: • $2 Million Federal Funds • $10.3 in State Funding • $29 Million in funding gap remaining City continues to apply for: • State and Federal appropriations • Drinking Water Revolving Funding • Emergent Contaminants with $18Million funding is available to unfunded projects in the state Simmons said the City IUP/PPL rating is a lower rank than previous ratings though the City is still eligible for low interest loans. Next Steps • Phase 2 Watermain Infrastructure Improvement Project begins in the Spring of 2026 • April 28 there will be an update from Ehlers on the City Utility Rate Study and WTP financial projections • There is an application in the City Council packet today for PFA application for the City to be eligible for low interest loans McEnaney and Simmons discussed how Phase 2 is an improvement in the City water infrastructure which improves circulation and water quality even if a WTP is not built. Holt and Simmons discussed that if funding is approved the project wouldn't be completed until 2028 at the earliest and water softening does work but those residence -based systems must be maintained to work optimally. Holt said the $30Million would not be fully coming from the MN legislature but the City could possibly get $15Million. Holt added the City would have to come up with the other $15Million through self -funding through franchise fees, bonding and other avenues. Holt said the City will most likely know in early May what amount of funding is available. Consent Agenda a. Approve Minutes of the February 24, 2026 City Council Regular Meeting, Kelly b. Approve Minutes of the February 17, 2026 City Council/Planning Commission Concurrent Meeting, Smith c. Approve payment of claims in the amount of $217,562.31, Roberts d. Tour de Tonka Public Gathering Permit, Smith e. Extension for Preliminary Plat Approval and submittal of Final Plat for the "The Fern Lane Townhomes of Mound", Smith f. Public Gathering Permit for 2026 Annual Minnetonka Fishing Contest, Smith g. Pay Request No. 1 in the amount of $61,692.89 to Minger Construction for the Water Treatment Infrastructure Improvements — Phase 2; City Project PW-25-12, Bauman h. Application to Public Facilities Authority for Drinking Water Revolving Fund Loan, Bauman 15 MOTION by McEnaney, seconded by Pugh, to approve the amended consent agenda. Upon roll call vote, all voted in favor. Motion carried. 7. Public Hearings 8. Old Business 9. New Business a. Finance Department Update and Delegation of Authority to Issue Checks, Erdmann Erdmann presented her update after her first 30 days as City Finance Director. Erdmann listed the responsibilities of the City Finance Director with an Introduction on the department structure: • Day to Day Activities to Annual Budgeting • Historically worked as an accountant • Position to be strategically focused leadership • Build efficiencies through the use of technology • Sr. Accounting Tech and Finance Director had been under a heavy workload • Admin Finance Technician position added to ensure segregation of duties • Add an Accounting Tech (PT) to help with meeting City goals Department responsibilities over more than 10 different function areas: • Payroll, Benefits and Accounts Payable are Sr. Accounting Tech workload • Utility billing handled by the Finance Technician as 50% of work load • Harbor Wine and Spirits finance completes all financial processes • Accounts Receivable — income to City in various forms • Budget is the Finance Officer major time responsibility • Auditing • Financial Reporting to other government agencies • Debt and Investments increase revenues is an area of growth • Procurement Erdmann said the City's previous Finance Director took on all the above tasks and the new long-term strategy is to for the Finance Director to focus on high-level tasks which emphasize the long-term health of the City. Erdmann said a goal of the Finance Department is to provide exceptional customer service to achieve operational excellence over the next twelve months. Erdmann listed the Objectives: • Manage to Financial Management Plan • Implement additional internal controls — role clarity and segregation of duties • Increase communication and transparency through quarterly reporting • Evaluate processes for continuous improvement • Evaluate Financial Policies including best practices and an update of the City Procurement Policy • Resource for HWS and PW Recommendation: Erdmann said to improve process efficiencies she is proposing Resolution No. 26-22 which delegates the authority to the City manager to pay certain claims. Erdmann said the current 16 process must have Council approval before payments are made which allows for slow repayment to vendors to the City. McEnaney asked about adding another City staff position. Imihy said currently the City is using funds to pay Ehlers for accounting to pick up the slack of the former Finance Director. Imihy said these payments to Ehlers are funds available to add a PT accountant to do the day-to-day accounting tasks which are not being completed in a timely manner. Imihy said the Council will still be able to review payments. Imihy said the annual Christmas break is an example of time where the Council doesn't meet so claims could go unpaid for over the 35-day requirement. Castellano said he would like to see the focus of the Finance Director on higher level tasks with a focus on debts, investments and grant opportunities. Erdmann said one area of emphasis would be on City interest income improvements. Castellano would like to see quarterly updates which Erdmann said this can be presented in a report. Erdmann said she would like to find ways to streamline financial software and other accounting processes. Council and staff discussion ensued about City investments and investment policy. Council and staff discussed paying recurring day to day bills, particularly the Liquor Store, and the City procurement process which is under review. Holt said he would like to be able to withhold funds if a contractor/vendor doesn't complete contracted work. Dickson said the City will ensure that work has been verified by City staff before it gets paid out. Imihy explained the invoice processes of the City which included the City Purchasing Guidelines Policy. Holt said he has had annual conversations with the City Audit vendor, Abdo, to answer questions or any concerns. MOTION by Castellano, seconded by McEnaney, to approve the following resolution No. 26-22. All voted in favor. Motion carried. Resolution No. 26-22: Resolution Delegating Authority for Paying Certain Claims to the City Manager. 10. Announcements a. Comments/Reports from Council Members: Council Member Pugh — Nothing Council Member McEnaney — McEnaney said the Planning Commission held a discussion on work plan items related to the City Code updates which include corner lots. The Planning Commission also identified concerns and has requested more information from staff. McEnaney announced the 15'h Annual NW Tonka Lions Chili Bowl. Council Member Castellano — Nothing 17 Council Member Herrick— Nothing Mayor Holt — Holt said it was announced at the last Police Commission Meeting the pending retirement of OPD Chief Farniok. Holt said he is attending the Northern Lake Minnetonka Mayors Forum on April 29'h from 6:30-8:00 at the City of Plymouth Council Chambers. b. Comments/Reports from City Manager: Dickson mentioned the Stuff the Bus program which was well attended with many donations. Dickson said the Mayor will not be available for March 24'h and there currently is not a need for a March 24th meeting at this time. Dickson recommended the meeting be canceled. Dickson said staff will notice the cancelation if nothing new comes up. Dickson said the State of the City event is scheduled for April 23'' with a possible Workshop in April. c. Next City Council Regular Meeting: Tuesday, March 24, 2026 at 6:00 p.m. 11. Adjourn MOTION by McEnaney, seconded by Herrick, to adjourn the meeting at 7:55. All voted in favor. Meeting adjourned. im Administration CITY OF MOUND City Council Item 6b. To: Honorable Mayor and Council Members Jesse Dickson, City Manager From: Kevin Kelly, City Clerk Date: 4/14/2026 Subject: Liquor License Approval for Lovy Thai Restaurant RECOMMENDED ACTION: MOTION TO approve Resolution No. 26-23 approving the On Sale Wine/3.2% Liquor License for Lovy Thai Restaurant. OVERVIEW The applicant and owner, Ale Pah Shwe of Shwe Family LLC, doing business as Lovy Thai Restaurant, has completed the application materials for license with the City and State of Minnesota. Lovy Thai is located at 2330 Wilshire Blvd. in the space formally occupied by Daruma Restaurant. SUPPORTING INFORMATION • Resolution 26-23 IM ICommunity Development CITYOF MOUND Department City Council Item 6c To: Honorable Mayor and Council Members Jesse Dickson, City Manager From: Sarah Smith, Comm. Development Director Date: April 8, 2026 Subject: Public Gathering Permit — 2026 Music in the Park Summer Concert Series RECOMMENDED ACTION - Review/action on permit for this year's Music in the Park Summer Concert Series at Surfside Park and Beach MOTION to approve to approve Resolution No. 26-24 Approving Public Gathering Permit for the 2026 Music in the Parks Summer Concert Series OVERVIEW Gary Pioske, on behalf of Mound Westonka Community Education, has submitted a Public Gathering Permit for the 2026 Music in the Park summer concerts and event activities (music, food, etc.) that are held annually at Surfside Park and Beach on Thursday evenings from 4:00 p.m. to 8:00 p.m (including setup and tear down activities) with music to be played from 6:00 p.m. to 8:00 p.m. The dates for this year's MITP this summer areas follows: Thursday, June 11, 2026 Thursday, July 9, 2026 Thursday, August 5, 2026 The required Public Gathering Permit application fee for use of a Class I location is $300 and the required $500 damage deposit per day. Similar to previous years, Staff recommends waiver of the fees and damage deposits for the summer concert series and activities. 20 DISCUSSION Food trucks and vendors are again included in the activities included in the Public Gathering Permit application for this year's MITP to allow for food and nonalcoholic beverages to be available for purchase at the concerts. A musical concert permit is not required as the summer concerts are between the hours of 7:00 a.m. and 10:00 p.m. RECOMMENDED ACTION Approval, subject to the following conditions: Fees are waived for the 2026 Music in the Park Summer Concert Series. 2. Applicant shall be responsible for procurement of all required local and public agency permits that are needed to hold the events. 3. Applicant shall work with the Orono Police Department, the Mound Fire Department (MFD) and the Public Works Department, as needed, regarding logistics for the upcoming event including, but not limited to, equipment and personnel needs, site set-up and staging, traffic/pedestrian control and circulation, road closure needs, etc . Applicant is responsible for payment of fees for public safety or public services that may apply. 4. Amplified music, speakers and PA/sound systems are to be directed in the direction best suited to minimize impact upon neighbors. 5. Placement of any and/or all temporary signs shall be subject to regulations contained in City Code Chapter 119. No signage shall be placed in a location so as to affect vehicular and pedestrian traffic. The City of Mound reserves the right to modify sign placement in the field. 6. No signage can be placed upon private property unless permission from the private property owner and/or other interested party has been provided to the applicant who shall be responsible for obtaining same. 7. Applicant shall be responsible for contacting the MFD to determine if a permit is needed for the proposed tent(s) to be on site. 8. The submittal of a Certificate of Insurance, naming the City of Mound as an additional insured, is required and shall be provided prior to the release and issuance of the Public Gathering Permit. Required insurance and coverage shall be in accordance with the City's established policies. 9. Applicant shall provide information their inclement/severe weather plan to the City for the 2026 summer concert series. 21 10. If different from the application, contact information, including name and cell phone number, for the person(s) who will be on site the day of the event shall be provided prior to the release of the Public Gathering Permit. SUPPORTING INFORMATION Public Gathering Permit application 22 CITY OF MOUND RESOLUTION NO. 26-24 RESOLUTION APPROVING PERMITS FOR 2026 MUSIC IN THE PARK SUMMER CONCERT SERIES AT SURFSIDE PARK AND BEACH AND WAIVING FEES DUE TO PUBLIC PURPOSE OF GATHERING WHEREAS, on November 25, 2025, the City Council of the City of Mound approved a resolution that approved the 2026 Fee Schedule; and WHEREAS, the Fee Schedule sets the Public Gathering Permit Category I Location Fee at $300 per day and the Damage Deposit at $500 per day; and WHEREAS, Gary Pioske, on behalf of Westonka Community Education, submitted Public Gathering Permit and Musical Concert Permit applications for the 2026 Music in the Park summer concert series and related activities, to include food trucks and vendors, to be held on Thursday evenings at Surfside Beach and Park from 4:00 p.m.to 8:30 p.m. (including set-up and tear down) with music to be played from 6:00 p.m. to 8:00 p.m. on the following dates: Thursday, June 11, 2026 Thursday, July 9, 2026 Thursday, August 6, 2026 and WHEREAS, City Staff has reviewed said application and has recommended reasonable conditions to protect the public's investment in its public parks and common areas as set forth in a staff memo to the City Council dated April 8, 2026 ("Conditions"); and WHEREAS, City Staff desire to waive fees for the 2026 Music in the Park summer concert series as it is a public event that benefits the community as a whole. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Mound as follows: 1. The recitals set forth above are incorporated into this Resolution. 2. The Public Gathering Permit is approved: 3. All permit fees and damage deposits are waived as the 2026 Music in the Park summer concert series as it in the public interest due to the overwhelming public benefits. Passed by the City Council this 14th day of April, 2026. Attest: Kevin Kelly, Clerk Mayor Jason R. Holt 23 CITY OF MOUND 2415 WILSHIRE BLVD. MOUND, MINNESOTA 55364 PUBLIC GATHERING PERMIT Use of a public park or commons by any group consisting of 15 or more individuals. Use is not to interfere with traffic and general use of the park or commons or to be beyond the ability of the police in maintaining order. NO LIQUOR OR BEER MAY BE USED IN ANY OF THE CITY PARKS OR BUILDINGS. Group is to remove all litter and trash and provide a deposit to insure cleaning up of the park area. Category I Locations: Surfside Park, Greenway, Centerview Park and Parking Deck PERMIT FEE: S300/DAY DAMAGE DEPOSIT: S500/DAY Category If Locations: Other Parks (neighborhoods, veteran's parks) PERMIT FEE: S50/DAY DAMAGE DEPOSIT: S200/DAY A Certificate of Insurance naming the City of Mound as Certificate Holder/Additional Insured is required with respect to the City's ownership of the public lands. Date(s) of Use r\-C �II���/�'� Area to be Used ifTS7�0 �CLI Time France yn Intended Use Ln,e (/`nuSlr >`' C�-✓l Expected Attendance Organization b j) �!Mj,.L ;E - t-4 , L it Representative's Name _1 Address 69�l �U _sn(1 ,41-e �lkt_� �tr5� ,VI v�a7,f tSf�'�, WIl�s5.3( Telephone No. Daytime Work: E-Mail. DWartmental An�p ovalAn�p oval City Clerk Police Dept. Public Works Dept, Fire Dept. 24 ICommunity Development CITYOF MOUND Department City Council Item 6d To: Honorable Mayor and Council Members Jesse Dickson, City Manager From: Sarah Smith, Comm. Development Director Date: April 8, 2026 Subject: City of Mound Permitting — 2026 MFD Relief Association Fish Fry and Dance RECOMMENDED ACTION - Review/action on permits for this year's MFD Relief Association Annual Fish Fry and Dance MOTION to approve to approve Resolution No. 26-25 Approving Permits for 2026 MFD Relief Association Annual Fish Fry and Dance OVERVIEW The Mound Fire Department Relief Association has submitted and is requesting approval of the following permits required for the 73rd Fish Fry and Dance being held on Saturday, June 6, 2026 from 3:00 p.m. to 12:00 a.m. at the Mound Public Safety Building (excluding event set-up and tear down activities both in advance and following the special event.) The requested applications and/or requests are outlined below: A. Public Gathering Permit B. Musical Concert Permit (for music event beyond 10:00 p.m.) C. 1-4 Day Temporary On -Sale Liquor License DISCUSSION • Staff notified the Public Works Department and the Orono Police Department about the upcoming event; also involved public agencies. Applicant is responsible for coordinating OPD assistance as required for the annual event. • Wilshire Boulevard will be closed from Lakewood Lane to Maywood Road for the event as well as during event set-up and tear down activities. 25 • The applicant is required to obtain all required permits to hold the event, including but not limited to, approvals from the Hennepin County Health Department, MN Dept. of Public Safety, Alcohol and Gambling Enforcement Division, etc. for food/beverages to be served at the event and activities/events. • As the Mound Fire Department Relief Association Fish Fry and Dance is an annual fundraiser and for community enjoyment. Similar to previous years, Staff again recommends waiver of all local permit fees. • The MFD will have a safety and lost child plan in place for the event. RECOMMENDED ACTION Approval, subject to the following conditions: 1. Fees are waived for the 2026 MFD Relief Association Annual Fish Fry and Dance. 2. Applicant shall be responsible for procurement of all required local and public agency permits that are needed to hold the events. 3. Applicant shall work with the Orono Police Department, the Mound Fire Department (MFD) and the Public Works Department, as needed, regarding logistics for the upcoming event including, but not limited to, equipment and personnel needs, site set-up and staging, traffic/pedestrian control and circulation, road closure needs, etc . Applicant is responsible for payment of fees for public safety or public services that may apply. 4. Amplified music, speakers and PA/sound systems are to be directed in the direction best suited to minimize impact upon neighbors. 5. Placement of any and/or all temporary signs shall be subject to regulations contained in City Code Chapter 119. No signage shall be placed in a location so as to affect vehicular and pedestrian traffic. The City of Mound reserves the right to modify sign placement in the field. 6. No signage can be placed upon private property unless permission from the private property owner has been obtained, which shall be responsibility of the applicant. 7. The submittal of a Certificate of Insurance, naming the City of Mound as an additional insured, is required and shall be provided prior to the release and issuance of the permits for the event and is subject to review and approval by the City Manager or designee. Required insurance and coverage shall be in accordance with the City's established policies. 8. The safety plan and lost child plan shall be updated for 2026 and submitted to the City. 26 9. If different from the application, contact information, including name and cell phone number, for the person(s) who will be on site the day of the event shall be provided prior to the release of the Public Gathering Permit. SUPPORTING INFORMATION Public Gathering Permit application Music Permit application ((formusic eventbeyond 10:00 p.m.) 1-4 Day Temporary On -Sale Liquor License 27 CITY OF MOUND RESOLUTION NO. 26-25 RESOLUTION APPROVING PERMITS FOR 2026 MOUND FIRE DEPARTMENT RELIEF ASSOCIATION FISH FRY AND DANCE ON JUNE 6, 2026 AND WAIVING FEES DUE TO PUBLIC PURPOSE OF GATHERING WHEREAS, on November 25, 2025, the City Council of the City of Mound approved a resolution that approved the 2026 Fee Schedule; and WHEREAS, the Fee Schedule sets the Public Gathering Permit Category I Location Fee at $300 per day and the Damage Deposit at $500 per day; and WHEREAS, the Fee Schedule set the Musical Concert Fee at $50 per day, unless a Public Gathering Permit Fee is being paid in which case the fee is waived, and WHEREAS, the Fee Schedule set the 1-4 Day Temporary On -Sale Liquor License at $50 per day; and WHEREAS, Andy Drilling, on behalf of the Mound Fire Department Relief Association, submitted the following applications for the 73rd Mound Fire Department Relief Association Fish Fry and Dance being held on June 8, 2026 from 3:00 p.m. to 12:00 a.m. (not including event set-up and tear down activities) at the Mound Public Safety Building located at 2415 Wilshire Boulevard: A. Public Gathering Permit B. Musical Concert Permit (for music event beyond 10:00 p.m.) C. 1-4 Day Temporary On -Sale Liquor License ;and WHEREAS, City Staff has reviewed said applications and has recommended reasonable conditions to protect the public's investment in its public parks and common areas as set forth in a staff memo to the City Council dated April 8, 2026 ("Conditions"); and WHEREAS, the City Manager and City Staff desire to waive fees for the 2026 Mound Fire Department Relief Association Fish Fry and Dance as it is a public event that benefits the community as a whole. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Mound as follows: 1. The recitals set forth above are incorporated into this Resolution. 2. The following permits for the 2025 Mound Fire Department Relief Association Fish Fry and Dance are approved with Conditions: A. Public Gathering Permit B. Musical Concert Permit (for music event beyond 10:00 p.m.) C. 1-4 Day Temporary On -Sale Liquor License W Waiver of all permit fees for the 2026 Mound Fire Department Fire Department Relief Association Fish Fry and Dance is in the public interest due to the overwhelming public benefits. Passed by the City Council this 14th of April, 2026. Attest: Kevin Kelly, Clerk Mayor Jason R. Holt 29 CITY OF MOUND 2415 WILSHIRE BLVD. MOUND, MINNESOTA 55364 PUBLIC GATHERING PERMIT Use of a public park or commons by any group consisting of 15 or more individuals Use is not to interfere with traffic and general use of the park or commons or to be beyond the ability of the police in maintaining order. NO LIQUOR OR BEER MAY BE USED IN ANY OF THE CITY PARKS OR BUILDINGS. Group is to remove all litter and trash and provide a deposit to insure cleaning up of the park area. Category I Locations: Surfside Park, Greenway, Centerview Park and Parking Deck PERMIT FEE: $300/DAY DAMAGE DEPOSIT: $500/DAY Category II Locations: Other Parks (neighborhoods, veteran's parks) PERMITFEE: $50/DAY DAMAGE DEPOSIT: $200/DAY A Certificate of Insurance naming the City of Mound as Certificate Holder/Additional Insured is required with respect to the City's ownership of the public lands. Date(s) of Use June 5, 6, 7, 2026 Area to be Used Mound Fire Station and front apron and roadway in front of station Time Frame Friday June 5 to Sunday June 7, 2026 Intended Use Annual Mound Volunteer Fire Dept Relief Assn Fish Fry & Dance Fundraiser Expected Attendance 3, 000 Organization Mound Volunteer Fire Department Relief Association Representative's Name Andy Drilling Fire Chief Address 2415 Wilshire Blvd, Mound, MN 55364 Telephone No. Daytime: Work: E-Mail: Dept Works $50/event (only if no Public Gathering Permit Issued) Date(s) of Musical Concert LICENSE # CITY OF MOUND 2415 WILSHIRE BLVD. MOUND, MINNESOTA 55364 MUSICAL CONCERT PERMIT APPLICATION (Including, but not limited to, live music, music provided by a disc jockey, and/oranytype of amplified music) EVENT: Mound Volunteer Fire Department Relief Association 73rd Annual Fish Fry LOCATION OF MUSICAL CONCERT: In front of the Mound Fire Station, Driveway Apron, and Roadway at 2415 Wilshire Blvd, Mound, MN 55364 TYPEOF MUSICICAL CONCERT: Saturday, June 6, 2026 from 7:00pm-11:59pm TIME PERIOD OF MUSICAL CONCERT Saturday, June 6, 2026 from 7:00pm-11:59pm (HOURS PERMITTED: Mon - Sun: 7:00 am -10:00 pm) REQUESTED EXTENSION OF HOURS: Music from 10:00pm-11:59pm (Council approval must be received to conduct a musical concert after 10:00 pm) APPLICANT: Mound Volunteer Fie Dept Relief Assr,CONTACT: Andy Drilling ADDRESS: 2415 Wilshire Blvd ADDRESS: Mound, MN E-MAIL HOME PHONE #: 4/2/2026 WORK PHONE#:_ Date Applignature A certificate of insurance naming the City of Mound as Certificate Holder/Additional Insured is required with respect to the City's ownership of the public lands, if applicable. Department Review Approved Denied Police Dept. Adm. Fire Dept. 31 r ELA- . Alcohol & Gambling Enforcement Name of organization Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 651-201-7507 TTY 651-282-6555 APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE The M ound Vounteer Fire Department Relief Association , Organization Address (No PO Boxes) 2415 Wilshire Blvd Name of person making application A n dy Drillin , Fire C h ief Date of organization Tax exempt number In c { 'Aril 20,195 9 J City State Zip Code Minnesota 1155364 one Home phone Date (s) of event Type of organization ❑ Microdistiller� 9 ❑ Small Brewer June 6, 2026 7 ❑ Club ❑ Charitable ❑ Religious ❑X Other non-profit Organization officer's name Matthew Jakubik City State Zip Code Mound I iMinnesota 1155364 anization officer's name City State Zi Code Ottenbreit I -M and I iMinnesota I 55364 Organization officer's name _ City State Zip Code Q�ris Heitz Mound I Minnesota I �55364� Location where permit will be used. If an outdoor area, describe. Mound Fire Station, 2415 Wilshire Blvd, Mound, MN, inside apparatus bay and outside building on parking lot and front apron If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. N/A If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. League of Minnesota Insurance Trust - Coverage $1,000,000 APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City of Mound — % —>'o -,)-6 City or County approving the license Date Approved Fee Amount Permit Date Event in conjunction with a community festival gYes ❑No Kty�n /cG((y c��yo�mt�h� C-00-, 9,398 City or Cou y E-mail Address Current population of city Please Print Name of City Clerk or County Official Signature City Cle k or County Official CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event No Temp Applications faxed or mailed. Only emailed. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL TFIEAPPLICATIONSIGNED BY CITY/COUNTY TO AGE. TEMPORARYAPPLICATION@STATE.MN.US 32 ICommunity Development CITYOF MOUND Department City Council Item 6e To: Honorable Mayor and Council Members Jesse Dickson, City Manager From: Sarah Smith, Comm. Development Director Date: April 8, 2026 Subject: Seasonal Use Approval and Permitting — 2026 Mound Farmers' Market and More in Downtown Mound on Saturdays from May 23, 2026 through October 10, 2026 RECOMMENDED ACTION - Review/action approving seasonal use and permitting on City property for 2026 Mound Farmers' Market and More in downtown Mound on Saturdays from May 23rd through October 10th MOTION to approve to approve Resolution No. 26-25 Approving Seasonal Use and Permitting for 2026 Mound Farmers Market and More (MFM&M) OVERVIEW A Public Gathering Permit application submitted by Mary Perbix for the 2026 Mound Farmers' Market & More which is held on Saturdays on City property south of the Dakota Trail. DISCUSSION • 2026 market activities will be held on Saturdays from May 23rd through October 10th from 7:00 a.m. to 12:30 p.m. (excluding set-up and take -down activities.) • The seasonal application for MFM&M requests use of City property for this year's farmers' market in downtown Mound. Members may recall that this is the same approach used by the City Council for review and approval of the annual MFM&M activities on City property because the City Code regulations are not geared toward a temporary seasonal use for an extended period of time. 33 The seasonal request for the Public Gathering Permit includes approval to include food trucks and food vendors for this year's market and use of temporary signage/flag banners that will be put up and taken down on market days. This program is similar to previous years. Ms. Perbix has confirmed that outdoor music is not part of this year's market activities. Three Rivers Park District commented that market activities cannot extend or encroach into the trail ROW. RECOMMENDED ACTION Approval, subject to the following conditions: A reduced Public Gathering Permit fee of $300 and waiver of the $500 damage deposit are approved for this year's market activities. 2. Placement of any and/or all temporary signs shall be subject to regulations contained in City Code Chapter 119 to include required permitting, if applicable. No signage shall be placed in a location so as to affect vehicular and pedestrian traffic. The City of Mound reserves the right to modify sign placement in the field. 3. No signage can be placed upon private property unless permission from the private property owner and/or other interested party has been provided to the applicant who shall be responsible for obtaining same. 4. As applicable, the applicant shall be required to obtain any and/or all required permits from other agencies including, but not limited to, Hennepin County (i.e., temporary food permits, etc.) 5. No activities associated with the farmers' market shall take place on the Dakota Trail unless a temporary permit has been issued by the Three Rivers Park District to MFM&M. The Dakota Trail shall remain clear for recreational use. 6. Applicant shall provide information their inclement/severe weather plan to the City for the 2026 market season. SUPPORTING INFORMATION Public Gathering Permit application 34 CITY OF MOUND RESOLUTION NO. 26-26 RESOLUTION APPROVING PERMIT FOR SEASONAL USE OF CITY PROPERTY FOR 2026 MOUND FARMERS' MARKET & MORE MARKET SEASON ON SATURDAYS FROM MAY 23, 2026 TO OCTOBER 10, 2026 WITH REDUCED FEE DUE TO PUBLIC BENEFIT OF GATHERING WHEREAS, on November 25, 2025, the City Council of the City of Mound adopted its fee schedule for 2026 ("Fee Schedule"); and WHEREAS, the Mound Fee Schedule set a Public Gathering Permit for a Category Location Fee at $300 per day and the Damage Deposit at $500 per day; and WHEREAS, Mary Perbix submitted a Public Gathering Permit application application for the seasonal request required for use of City property for the 2026 Mound Farmers' Market and More to be held on Saturdays from May 23, 2026 to October 10, 2026 from 7:00 a.m. to 12:30 p.m. (excluding set-up and tear downtown activities) in the vicinity south of the Dakota Regional Trail; and WHEREAS, City Staff has reviewed said application and has recommended reasonable conditions to protect the public's investment in its public parks and commons areas as set forth in a staff memo to the City Council dated April 8, 2026 ("Conditions"); and WHEREAS, the City Manager and City Staff desire to waive a portion of said fee and to charge a reduced Public Gathering Permit fee of $300.00 and waiver of the $500 Damage Deposit for the 2026 farmers' market because it is a public event that benefits the community as a whole, it requires an extremely limited amount of city expenditures, and the primary objective of the event is not to benefit a private interest but rather to showcase the economic, recreational, and residential opportunities and amenities located in downtown Mound and within the community as a whole. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Mound as follows: 1. The recitals set forth above are incorporated into this resolution. 2. The Public Gathering Permit is approved with conditions for the seasonal request for the 2026 Mound Farmers' Market and More. 3. A reduced fee for the 2026 Mound Farmers' Market and More market season and waiver of the damage deposit is in the public interest due to the overwhelming public benefits. 35 Passed by the City Council this 14th day of April, 2026. Attest: Kevin Kelly, Clerk Mayor Jason R. Holt 36 CITY OF MOUND 2415 WILSHIRE BLVD. MOUND, MINNESOTA 55364 PUBLIC GATHERING PERMIT Use of a public park or commons by any group consisting of 15 or more individuals. Use is not to interfere with traffic and general use of the park or commons or to be beyond the ability of the police in maintaining order. NO LIQUOR OR BEER MAY BE USED IN ANY OF THE CITY PARKS OR BUILDINGS. Group is to remove all litter and trash and provide a deposit to insure cleaning up of the park area. Category I Locations: Surfside Park, Greenway, Centerview Park and Parking Deck PERMIT FEE: $300/DAY DAMAGE DEPOSIT: $500/DAY Category II Locations: Other Parks (neighborhoods, veteran's parks) PERMIT FEE: $50/DAY DAMAGE DEPOSIT: $200/DAY A Certificate of Insurance naming the City of Mound as Certificate Holder/Additional Insured is required with respect to the City's ownership of the public lands. Date(s) of Use May 23 - October 10, 2026 Area to be Used Parking lot next to the Dakota Trail/parking ramp Time Frame 7:00 a.m. - 12:30 p.m. Intended Use Farmers Market Expected Attendance Approximately 300 -400 daily Organization Mound Farmers Market & More Representative's Name Mary Perbix Address 2900 Dickens Lane, Mound.N 55364 Telephone No. Daytime: E-Mail: Departmental Approval City Clerk Work: Police Dept. Public Works Fire ICommunity Development CITYOF MOUND Department City Council Item 6g To: Honorable Mayor and Council Members Jesse Dickson, City Manager From: Sarah Smith, Comm. Development Director Date: April 8, 2026 Subject: 2026 Planning Commission Work Plan and Staff Project List RECOMMENDED ACTION - Review/action approving 2026 Planning Commission Work Plan and Staff Project List MOTION to approve to approve Exhibit A approving the 2026 Planning Commision Work Plan and Project List OVERVIEW As part of the concurrent special meeting workshop of the City Council and Planning Commission held on February 17th, the Planning Commission work plan and Staff project list for 2026 was discussed. Following the February 17th concurrent meeting, the work plan and project list were then discussed at the March 3rd Planning Commission and unanimously approved. The 2026 Planning Commission Work Plan and Staff Project List approved by the Planning Commission is shown on the attached Exhibit A. It was noted at the meeting that the order of items in the work plan and project list may be discussed in a different order than listed. RECOMMENDED ACTION Approval of Exhibit A which includes the 2026 Planning Commission Work Plan and Staff Project List. SUPPORTING INFORMATION • Exhibit A a-] Exhibit A 2026 Planning Commission Work Plan 1. Prepare 2050 Comprehensive Plan 2. Updates to City Code (i.e. zoning, subdivision, etc) • Revise ADA stall length as identified during Westonka Library project • Review front yard and side yard exterior storage regulations • Review yard requirements for corner lots • Revise residential use table in zoning ordinance similar to recent revision of non-residential tables Identification of regulations to ensure a pet shop in the city would have humane practices 2026 Staff List • Assist City Council in evaluating the appropriateness of the comprehensive plan residential densities • Update International Property Maintenance Code with SafeBuilt • Code enforcement ordinances/processes/procedures (on -going) • Evaluation of residential driveway standards with Public Works/Engineering Departments 39 Administration CITY OF MOUND City Council Item 6g. TO: Honorable Mayor and Council Members Jesse Dickson, City Manager FROM: Laila Imihy, Deputy City Manager DATE: April 14, 2026 RE: Resolution Approving 2026-2029 Residential Waste Reduction and Recycling and Grant Agreement with Hennepin County Recommendation MOTION TO adopt Resolution No. 26-27 approving the 2026-2029 Residential Waste Reduction and Recycling and Grant Agreement with Hennepin County. Background The State of Minnesota, through Hennepin County and participating counties across the state, distributes the Select Committee on Recycling and the Environment (SCORE) funds to cities annually to support local solid waste reduction, reuse, and recycling efforts. These funds are provided under Minnesota Statutes 115A.557 and are allocated based on population. Overview The City receives approximately $20,000 annually in SCORE funding, though this funding varies slightly from year to year. These funds are used to offset costs associated with the City's recycling program and to support staff time dedicated to the recycling program administration, public education, and reporting requirements. Eligible uses for SCORE fund include, but are not limited to: • Recycling collection and processing costs • Staff time for recycling program coordination and reporting • Public education and outreach materials • Recycling containers and equipment Staff recommends that the City Council adopt the attached resolution authorizing acceptance and use of the SCORE fund for the 2026-2029 calendar years. The City last entered into an agreement for years 2022-2025 and is required to maintain eligibility for ongoing funding. Annual adoption of this resolution ensures continued compliance with county and state reporting requirements SUPPORTING INFORMATION • Resolution No. 26-27 :8 CITY OF MOUND RESOLUTION NO. 26-27 A RESOLUTION AUTHORIZING ACCEPTANCE AND EXPENDITURE OF SCORE FUNDS FOR THE RECYCLING PROGRAM FOR 2026-2029 WHEREAS, the State of Minnesota provides Select Committee on Recycling and the Environment (SCORE) funds to counties and cities pursuant to Minnesota Statutes 115A.557 to support local solid waste reduction, reuse, and recycling activities; and WHEREAS, the City of Mound receives an annual allocation of SCORE funds through Hennepin County, and WHEREAS, the City uses SCORE fund to support the costs of its recycling program and associated staff time for program coordination, public education, and required reporting; and WHEREAS, acceptance and use of SCORE funds require annual City Council authorization; and WHEREAS, no local match is required, and acceptance of these funds will not oblige the City to expenditures beyond the scope of its existing recycling program. NOW, THEREFORE, BE RESOLVED by the City Council of the City of Mound, Minnesota, as follows: 1. The City Council hereby authorizes the acceptance and expenditure of SCORE funds allocated to the City for the current calendar year in an amount not exceeding $20,000, or such greater amount as may be allocated by the County. 2. SCORE funds shall be used for eligible solid waste reduction, reuse, and recycling activities, including recycling program costs and staff time for program administration and reporting. 3. The City Manager or designee is authorized to execute any grant agreement, certification, or other documents necessary to receive and administer SCORE funds. 4. City staff shall submit all required annual reports to Hennepin County promptly to maintain the City's eligibility for ongoing SCORE funding. ADOPTED by the City Council of Mound, Minnesota, this the 14th day of April 2026. Attest: Kevin Kelly, City Clerk Jason Holt, Mayor 41 Engineering CITY OF MOUND City Council Item 6h. To: Honorable Mayor and Council Members Jesse Dickson, City Manager From: Matt Bauman, PE, City Engineer Date: April 14, 2026 Subject: Water Treatment Infrastructure — Phase 2 Pay Request No. 2 RECOMMENDED ACTION: MOTION TO approve Pay Request No. 2 in the amount of $61,692.89 to Minger Construction for Water Treatment Infrastructure Improvements — Phase 2; City Project No. PW-25-12. OVERVIEW Please find enclosed Pay Request No. 2 from Minger Construction Companies. for work completed on the Water Treatment Infrastructure Improvements — Phase 2 project from March 1, 2026, through March 27, 2026. We have reviewed the contractor's request, verified quantities, and recommend payment in the amount of $4,121.34 to Minger Construction. SUPPORTING INFORMATION • Pay Request 2 from Minger Construction FIN CONTRACTOR'S PAY REQUEST BOLTON DISTRIBUTION: WATER TREATMENT INFRASTRUCTURE M E N K IMPROVEMENTS - PHASE 2 CONTRACTOR (1) Real People. Beal Solutions. OWNER (1) ENGINEER (1) CITY OF MOUND - PW-25-12 BMI PROJECT NO. 24X.135355 TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS $4,442,135.75 TOTAL, COMPLETED WORK TO DATE $67,623.63 TOTAL, STORED MATERIALS TO DATE $0.00 DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $0.00 TOTAL, COMPLETED WORK & STORED MATERIALS $67,623.63 RETAINED PERCENTAGE ( 5.0% ) $3,381.18 TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS) $0.00 NET AMOUNT DUE TO CONTRACTOR TO DATE $64,242.45 TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $60,121.11 PAY CONTRACTOR AS ESTIMATE NO. $4,121.34 CERTIFICATE FOR PARTIAL PAYMENT I hereby certify that, to the best of my knowledge and belief, all items quantities and prices of work and material shown on this Estimate are correct and that all work has been performed in full accordance with the terms and conditions of the Contract for this project between the Owner and the undersigned Contractor, and as amended by any authorized changes, and that the foregoing is a true and correct statement of the contract amount for the period covered by this Estimate. Contractor: Minger Construction Companies Inc 620 Corporate Drive Jordan, MN 55352 Garrett Jedlicki By %� �.°" Manager Name Title 4/7/2026 Date CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: ENGINEER: BOLTON & MENK, INC., 2638 SHADOW LANE, STE 200, CHASKA, MN 55318 By ,�_ , CONSULTING ENGINEER Date 4/8/2026 APPROVED FOR PAYMENT: OWNER: By Name Title Date And Name Title Date 43 O CD O�V WCJ�AW N�OCDOV TCJ�AW N�OCDOV OCJ�AW N�OCDOV OCJ�AW N�OCD (LV (n CnA W N� Z� m �+ wwx<r,c?n �CmmO D -0 "w± -*0 "w+ -00 "w± -00 -nZZ-0nvv -C-<—< - -O '�?�� - - nO�g��DDrr�g�g� 'mmmXo0o0DDmmmmmmr0� W W Co��C�-0Z�* O D_ - D< Z m D D 0 o O C o C z z 0- r_��CD,CDCDwwo W o D 00000 r Z O vv Z G DD000000� G �m AD D T- T r N��� momxm mWn ,MMTWTWXWOO�mzzjmm0000 D �Xoxwc� mm r �-immG����GD����zz OOOOo 000 OOmmmmmmmmmWc>D GGGG<< D_- Zowwmm-im�mwOtOWWW�-jW GO ZZ-*��W�W m-�cnm0GmWm� 0 �W�����m � 0� 0 00� 0 XGDGGGGn���� T D r n Ci n m��� 0 o o,A°p°`2 XX p 0x D-< c�OG>m0> D 0 0 A 0 0 p DX� pnDD-_ 1� mnG �m�- GO�Op,�Q,mmzTm �pT mz� r rG �mm����y�G mm0m O �v -izzc=zz MQC)CO � GO zWXm -G-zpz Wf7�0otAfA_�W XXm-Z G DDDDD�DDDDmy zz WWTDZmmmApOr G���m�z0 �G��L)vfArm-mWZW mDWWW�-1- GO m m D z v T 0 m T �O w Oa00��Z-- O X 0 X z z W z Z DDZ����mzm��X1m rZvmmmm;u G v K 0 D mmnm XX D m x 1�Or-iD-i�mm � � w m m m m D DO`2�?a�GO mZmm�WW W 'o:�0p� m-um -p X OOC� `�`�� mWp3K3KyrrWW<$Drr DOXDDDDza,Gmm W���� DZCo z Z O:E C> 00 m �;DDD m ZX zzzz NmGGpz OD �m v -<W� GGmm��� W D mmz �� co O 0=00m - v-0-0 m nnz m m v X co O WDv N z D m W W G<m�D W9 X mvmmZ ZZ T m �C X mp< m D m mmn 3 �z cc� m *< z z�m m o p m z W A � r� N j W �7'm 0 m 0 m -AD z z °T m caWv 0 x �C� m m z m W W 2Zz c�O0 0 EA EA A tow to !A to !A EA AN EA mco7 ow WA oEi w ? fl A -0N C W � WO�pWNW OD OD DA W w Of co W O WW OO N000O0V tlDW _ Afl 0 fAN�0 O A v'0. 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MOTION to Approve Resolution No. 26-28 approving a Conditional Use Permit to allow an Essential Service Building OVERVIEW The City of Mound has submitted an application for a Conditional Use Permit (CUP) to allow the construction of a new water treatment plant on the 4 acre property at PID 23- 117-24-31-0077. The property has access through a dedicated right-of-way along the east side of Sorbo Park (6125 Evergreen Road) to Evergreen Road. According to City Code Sec. 129-200, Essential Service Buildings are a conditional use in all Zoning Districts and are defined in City Code Sec. 129-2 as follows: "Any building or similar structure designed and constructed to house or serve an Essential Service or public utility and necessary for the operation thereof. The term includes, without limitation, publicly owned water well houses, sewer lift stations and water towers." The proposed project does not require any additional variances, easements, or alterations to neighboring parcels as the driveway is proposed in an existing right-of- way. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission considered the conditional use permit request at its April 7, 2026 meeting. While not a public hearing, the Planning Commission did invite attendees to comment. One neighbor expressed concern about the bulk and height of the building resulting from the addition of the garage to the water treatment facility; the potential for light pollution to impact neighbors and wildlife; the lack of landscaping in some areas around the building; and the potential for noise, especially if there is a diesel generator like there is at the current wellhouse. Staff Ved that the landscaping and lighting plans are still under development so the concerns will be considered. It was noted, however, that landscaping would not be able to be placed over utilities. Staff also clarified that electricity for the water treatment facility would not be from a diesel generator and should be at levels similar to traffic noise. After discussion, the Planning Commission voted unanimously to recommend approval of the requested conditional use permit with the conditions and findings of fact recommended by Staff, as well as the following four additional conditions: 1) A plan for fencing between the playground and the filtration basin shall be developed. 2) The landscape plan shall be revised, outside of locations with underground utilities, to improve the screening of the building on all sides. 3) The lighting plan should be developed to minimize light pollution as much as possible. 4) Staff should explore the potential for powering the adjacent wellhouse from the water treatment facility so the use of the diesel generator can be reduced. REQUESTED ACTION The City Council is requested to consider the Conditional Use Permit as part of a public hearing being held as part of its meeting on Tuesday, April 14, 2026. As the Planning Commission and Staff have recommended approval, a resolution of approval has been prepared for Council consideration. CITY OF MOUND RESOLUTION NO. 26-28 RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR A WATER TREATMENT PLANT IN THE R-1 DISTRICT FOR PROPERTY WITH PID 23-117-24- 31-0077 PLANNING CASE NO. 26-01 PID NO. 23-117-24-31-0077 WHEREAS, the applicant, Bolton & Menk, on behalf of the City of Mound, has submitted a request for a conditional use permit pursuant to City Code Section 129-39 for the property with PID No. 23-117-24-31-0077; and WHEREAS, the property is zoned R-1 Single Family Residential; and WHEREAS, the applicant is proposing to construct a water treatment plant facility; and WHEREAS, pursuant to City Code Section 129-200, essential service buildings are a conditional use in all zoning districts; and WHEREAS, essential service buildings are defined in Section 129-2 of the City Code and include water treatment plants; and WHEREAS, the proposed water treatment plant does not require any additional variances, easements, or alterations to neighboring parcels; and WHEREAS, access to the property is via an existing dedicated right-of-way; and WHEREAS, the proposed water treatment plant will benefit the residents of the City of Mound as there have been elevated manganese issues identified in the City's water supply; and WHEREAS, the applicant submitted a complete conditional use permit application on March 20, 2026, for the proposed project; and WHEREAS, details about the project are contained in Planning Report No. 26-01 for the April 7, 2026 Planning Commission meeting, including the applicant's submitted conditional use permit application and supporting materials; and WHEREAS, the conditional use permit application was reviewed by the Planning Commission at a meeting held on April 7, 2026. After discussion, the Planning Commission voted to recommend Council approval with conditions and findings of fact; and WHEREAS, the City Council reviewed the requested conditional use permit at its April 14, 2026 meeting and determined that approval would allow the property to be used in a reasonable manner; and WHEREAS, in granting approval, the City Council hereby makes the following findings of fact: 1. The use of the site as a water treatment plant is in keeping with applicable development plans and policies of the City of Mound. 2. The physical characteristics of the site are suitable for the type of development and use being proposed. 3. The proposed use will not negatively impact the public health, safety, or welfare of the community. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Mound, based on record of this matter and findings contained herein, does hereby incorporate and restate the recitals set forth above and approve the CUP to develop the property for the new water treatment facility, as proposed, subject to the following conditions: 1. The City shall be responsible for all required permitting activities. 2. All use, development, construction and operation requirements and standards of the Mound City Code shall apply to and regulate the property in all respects. 3. A plan for fencing between the playground and the filtration basin shall be developed. 4. The landscape plan shall be revised, outside of locations with underground utilities, to improve the screening of the building on all sides, where practical. 5. The lighting plan should be developed to minimize light pollution as much as possible. 6. Staff should explore the potential for providing emergency power to the adjacent wellhouse from the water treatment facility natural gas powered generator so the use of the existing wellhouse diesel generator can be eliminated. The conditional use permit is hereby approved for the following legally described property: (-to be inserted-) 50 Adopted by the City Council this 14th day of April, 2026. Attest: City Clerk Kevin Kelly Jason R. Holt, Mayor 51 MEETING MINUTES (DRAFT) REGULAR PLANNING COMMISSION April 7, 2026 1. Call to Order Chair Goode called the meeting to order at 6:00 p.m. 2. Roll Call Members present: David Goode, Nick Rosener, Jason Baker, and Kristin Young Members absent: Samantha Wacker, Kathy McEnaney and Drew Heal Staff present: Sarah Smith, Rita Trapp, Kate Vogt, Matt Bauman and Lindsey Dugan Others present: Johann Chem in -Danielson (6039 Beachwood Road), Nadine Thompson (6108 Bartlett Boulevard) 3. Review and approval of agenda, including any amendments MOTION by Baker, seconded by Rosener, to approve the agenda to include an amendment to add an email and graphic received from Johann Chem in -Danielson for Item No. 5 on the agenda for the CUP for the water treatment facility and to table items 6a to the next meeting due to missing members. MOTION passed unanimously. 4. Review and action on meeting minutes A. March 3, 2026 regular meeting MOTION by Baker, seconded by Rosener, to approve the March 3, 2026 regular meeting minutes. MOTION passed unanimously. 6. Board ofAdiustmentand Appeals Planning Case No. 26-01 Conditional Use Permit for Essential Service Building on City Parcel with PID No. 23-117-24-31-0077 for New Water Treatment Facility Applicant: City Engineer, Bolton & Menk, on behalf of the City of Mound The Planning Commission considered a request for a Conditional Use Permit to allow construction of a water treatment plant on a city -owned interior lot. Essential service buildings are a conditional use in all zoning districts within Mound. City Planner Rita Trapp presented the application and City Engineer Matt Bauman was available to answer questions. The proposed facility will stand approximately 31.5 feet tall (35-foot maximum), feature brick exterior materials, and maintain impervious surface coverage below 30%. The building will include accessory utility storage space and 14-foot garage doors to accommodate public works vehicles and equipment. Access will be provided via a dedicated right-of-way to Evergreen Road along the edge of Sorbo Park. The access location is designed to preserve green space while accommodating fire and delivery vehicle turnaround. 52 Daily operations will consist of one staff member on -site for a few hours per day, with limited vehicle traffic. A natural gas generator will be installed for use during power outages and routine testing. A stormwater filtration basin is proposed near Sorbo Park, situated uphill from the playground. The basin is designed to retain water only during significant storm events, reaching maximum capacity (4 feet in depth) approximately once every 100 years for no more than 28 hours at a time. Twenty-eight new evergreen trees are proposed; some areas will remain unplanted due to underground utility conflicts. The Commission received one public comment from Johann Chemin-Danielson, 6039 Beachwood Road, who raised concerns regarding the expanded scope of the facility, light pollution impacts on wildlife and the surrounding neighborhood, and whether groundwater pumping could affect the foundations of nearby homes. City Engineer Matt Bauman responded that the facility draws from a different aquifer than surrounding properties, that both aquifers recharge quickly and pose no foundation risk to nearby homes, and that the utility storage component is necessary for efficient city operations. Lighting design remains ongoing. The Planning Commission discussed the following items with staff: • Filtration basin safety. Commissioners expressed concern regarding public access to the basin, given its proximity to Sorbo Park. Staff presented images of proposed fencing options and noted the basin is located uphill and out of direct sightlines from the playground. The Commission acknowledged legal and community liability considerations regarding standing water near a public park and directed staff to continue evaluating appropriate fencing solutions. • Generator. Commissioner Baker inquired whether the new natural gas generator planned for the water treatment facility could also replace the existing diesel generator at the nearby water tower, reducing noise and emissions impacts. • Light pollution. Commissioners requested that the lighting plan be developed to meet necessary security requirements while minimizing impacts on surrounding properties and wildlife. Staff noted the design is still in progress. • Tree screening. Commissioners requested that staff evaluate opportunities for additional tree buffering in areas where underground utilities permit it. MOTION by Baker, seconded by Rosener, to recommend approval of the Conditional Use Permit to include conditions and findings by staff and to incorporate the following items into the report for City Council review: further evaluation of filtration basin fencing; consideration of additional tree screening where feasible; exploration of replacing the existing diesel generator with the proposed natural gas unit; and development of a lighting plan that minimizes light pollution while meeting security standards. MOTION passed unanimously. 53 2415 Wilshire Boulevard Mound, MN 55364 (952)472-0604 Staff Memorandum To: Planning Commission From: Sarah Smith, Comm. Dev. Director Date: April 7, 2026 Re: April 7, 2026 Regular Meeting Agenda Item No. 3 Approval of the Agenda, with any Amendments -Agenda Item No. 5 Request As provided under Agenda Item No. 3 (Approval of the Agenda, with any Amendments), Staff requests the Tuesday, April 7, 2026 Mound Planning Commission Meeting Agenda be amended as follows: 1. Add April 6, 2026 email and graphic from Johann Chemin-Danielson, 6039 Beachwood Road, to Item No. 5 regardingthe Planning Commission's review of the CUP application for the proposed water treatment facility for Planning Case No. 26-01 which is provided below: From: Johann Chemin-Danielson Sent: Monday, April 6, 202611:57 AM To: Sarah Smith <sarahsmith@citvofmound.com> Subject: Re: FW: Conditional Use Permit Application for New Water Treatment Building (Essential Service Building) Hello Sarah, Thanks a lot for re -sending the information. No clue why I did not receive it the first time... It'll remain a mystery of the intemet :) Here are some of the comments on the project: - size of the building Why the 3-truck garage. That seems disproportionate and out of the purviews for water filtration Is the plan to have it serve as a utility location - height of the building The building is incredibly high, and that's mostly due to that huge garage Furthermore, why the additional 7ft+ above the garage door? 54 • Page e� f I[waz m.g,,d tl®,,iv[hepmj aY[hs[th is waz goicg [o beeomwey metl. 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W,,t,ny dmw,mg m k,,m,, t ,o ,l„e t, the p 1,egmuvd we l theed S,mh s merely J,he , • Page 56 rA L 1 PLANNING REPORT L H KG i TO: Planning Commission FROM: Rita Trapp and Mia Colloredo-Mansfeld, Consulting Planners Sarah Smith, Community Development Director DATE: April 1, 2026 SUBJECT: Consideration of a Conditional Use Permit for the construction of a new water treatment plant APPLICANT: Bolton & Menk on behalf of the City of Mound PLANNING CASE: 26-01 LOCATION: PID No. 23-117-24-31-0077 — South ofSorbo Park MEETING DATE: April 7, 2025 COMPREHENSIVE PLAN: Park and Open Space ZONING: R-1 Single -Family Residential District SUMMARY The City of Mound has submitted an application for a Conditional Use Permit (CUP) to allow the construction of a new water treatment plant on the 4 acre property at PID 23-117-24-31-0077. The property has access through a dedicated right-of-way along the east side of Sorbo Park (6125 Evergreen Road) to Evergreen Road. According to City Code Sec. 129-200, Essential Service Buildings are a conditional use in all Zoning Districts and are defined in City Code Sec. 129-2 as follows: Any building or similar structure designed and constructed to house or serve an Essential Service or public utility and necessary for the operation thereof. The term includes, without limitation, publicly —owned water well houses, sewer lift stations and water towers." The proposed project does not require any additional variances, easements, or alterations to neighboring parcels as the driveway is proposed in an existing right-of-way. REVIEW PROCEDURE 60-Day Land Use Application Review Process Pursuant to Minnesota State Statutes Section 15.99, local government agencies are required to 57 Evergreen Rd Water Treatment Plant CUP Request PC Report —April 7, 2026 approve or deny land use requests within 60 days. Within the 60-day period, an automatic extension of no more than 60 days can be obtained by providing the applicant written notice containing the reason for the extension and specifying how much additional time is needed. For the purpose of Minnesota Statutes Section 15.99, "Day 1" is determined to be March 20, 2026 as provided by Minnesota Statutes Section 645.15. The 60-day timeline expires on or around May 18, 2026. The review period can be extended by the City for an additional 60-days if needed. PUBLIC HEARING Planning Commission The Planning Commission is not required to hold a public hearing for a conditional use permit request. As a courtesy, Staff did send out an informational letter to property owners within 350 feet of the property on March 25, 2026 of the Planning Commission's consideration of the request at its Tues., April 7, 2026 meeting. City Council According to City Code, the City Council is required to hold the public hearing for review of the conditional use permit (Sections 129-39) after completion of the required publication and notification requirements. A City Council public hearing for review of the CUP is scheduled to be held on Tues., April 14, 2026 meeting. The public hearing notice was published in the Laker on March 28, 2026. The public hearing notice was sent to property owners within 350 feet of the property and posted on the bulletin board on March 24, 2026. It was also posted on the City website on March 26, 2026. STAFF / CONSULTANT / AGENCY / UTILITIES REVIEW Copies of the request and supporting materials were forwarded to involved departments, consultants, agencies, and private utilities for review and comment. To date, the only comment received was from Chris Remus of MCES, who stated that there are no facilities in the area so they have no comments. DISCUSSION 1) Access - The lot is an interior lot with access provided to the north side of the property from Evergreen Rd along the east side of Sorbo Park. 2) Lot and site dimensions - Per Sec. 129-200 of the City Code, essential service buildings are not subject to lot area, lot width, coverage, and setback requirements contained within the zoning chapter. However, the City may place design, size, location, and coverage restrictions on any CUP and may require coverage and setbacks to conform as close as practical to those required in the underlying zoning district. Page 2 58 Evergreen Rd Water Treatment Plant CUP Request —PC Report —April 7, 2026 Proposed setbacks are as follows: Lot Line Proposed Setback North lot line (adjacent to Sorbo Park and residential 199.48 ft properties) East lot line (adjacent to residential properties) 182.12 ft Southeast lot line (adjacent to residential properties) 118.61 ft South lot line (adjacent to residential properties) 107.23 ft West lot line (adjacent to vacant property owned by ISD 53.23 ft No. 277) �-a!s5�#r.. Y'+�;nc57,�,,;r•F.�r,,�.'�p'n;�6;arT- - �r I ° West Lot Line r O z O C S r 3) Building Height and Exterior Material —The building is designed to be less than 35 feet in height as is required in the R-1 district. The exterior building material forthe proposed water treatment plant will be brick, which will help it blend in with the surrounding forested area. 4) Screening & Landscaping - Commissioners should note that existing landscaping on the site and extending to Evergreen has already been largely removed due to the trunk water project previously completed. The proposed watertreatment plant will be screened by the existing tree canopy as well as proposed new trees and landscaping, which will lessen the visibility of the building. The landscaping plan provided proposes Page 3 59 Evergreen Rd Water Treatment Plant CUP Request PC Report —April 7, 2026 adding 28 evergreen trees along the sides of the project area abutting existing residential properties. Existing trees around the exterior of the property will remain. 5) Impervious & Stormwater —The impervious on the site is proposed to be under 30%. The stormwater treatment is designed to meet MCWD requirements for managing runoff to less than or equal to existing rates and treating the runoff. There is a filtration basin proposed on the north side of the side near the Sorbo Park playground 6) Traffic & Storage - There will be minimal traffic to this site. The proposed on -site garage will function primarily as storage, reducing noise and activity on the site. PLANNING COMMISSION ACTION Staff recommends that the Planning Commission recommend approval of the conditional use permit for the proposed new water treatment plant with the following conditions: (1) The City shall be responsible for all required permitting activities. (2) All use, development, construction and operation requirements and standards of the Mound City Code shall apply to and regulate the property in all respects. (3) Additional comments from the Planning Commission, City Council and Staff. Staff recommends Planning Commission recommend approval of the conditional use permit based on the following findings of fact: (1) The use of the site as a water treatment plant is in keeping with applicable development plans and policies of the City of Mound. (2) The physical characteristics of the site are suitable for the type of development and use being proposed. (3) The proposed use will not negatively impact the public health, safety, or welfare of the community. CITY COUNCIL REVIEW Following review and recommendation from the Planning Commission, the CUP request will be considered by the City Council at its April 14, 2026 meeting to include a public hearing. Page 4 60 1A1 CONDITIONAL USE PERMIT APPLICATION 2415 Wilshire Boulevard Mound AN 55364 Phone 9524720603 FAX 9524720620 Application Fee and Escrow Deposit required at time of application. Planning Commission Case No. or rint the following PROFERW Subject Address INFORMATION Name A Business City ofMountl LEGAL DESCRIPTION Land) OutlotA Block Shari RusbC Place pipe 2311724310077 APPLICANT The applicantis Owner_ Other_ Email Nacre Bolton &Menk,Inc . Address 203E Shadow IT, Chaska, AN 5531E Phone Home Work Call E MAI Address Fax Nacre City of Mountl Email ORANER GotM1athan Address applicant) PM1one Horre Woro Cell Name Bolton &Menk,Inc Email ARCHITECT, RHIRETOR Address203E Shadow ITT Chaska, AN 5531E PM1one Orcia 952-2952057 612-756 3230 Fax CA ENGINEER ZONING Circle R1 R-lA R2 R3 Bl B2 B3 DISTRICT Description of Proposed Use: Water Treatment Plant 61 Planning Commission Case No. EFFECTS OF THE PROPOSED USE: List impacts the proposed use will have on property in the vicinity, including, but not limited to traffic, noise, light, smoke/odor, parking, and describe the steps taken to mitigate or eliminate the impacts. This Water Treatment Plant will be naturally screened by an existing tree canopy as well as proposed new trees and landscaping which will lessen the visibility of the building. The exterior materials on this building will also help the structure blend into the woods for even less visibility. Site traffic will remain minimal and the garage will function primarily as storage reducing noise and activity. The project respects all surrounding property lines and does not require easements fence removal or any alterations to neighboring parcels as the driveway aligns cleanly with the existing roadway. If applicable, a development schedule shall be attached to this application providing reasonable guarantees for the completion of the proposed development. Estimated Development Cost of the Project: $ 31,000,000 Has an application ever been made for zoning, variance, conditional use permit, or other zoning procedure for this property? ( ) yes, (1) no. If yes, list date(s) of application, action taken, resolution number(s) and provide copies of resolutions. N/A Application must be signed by all owners of the subject property, or explanation given why this is not the case. Matthew S.Bauman Print Applicant's Name Print Owner's Name Applicant's Signature Owner's Signature 3/12/2026 Date Date Print Owner's Name Owner's Signature Date City Code Section 129-38 relating to Conditional Use Permits must be reviewed by the applicant. 62 WATER TREATMENT FACILITY CITY OF MOUND A I Q -b I 9gLS ti \ AZIEGENHAGEN - & C TUFTE 112 BARTLETT BLVD 1� 1' A. y In 186.12' -- '6REO/ TAN I• GF I. �\\ � ti6titlS \ \ DAVID M & NADINE t\THOMPSO \ 6108 BARTLETT BLVD r y fi \ 82 � CP. /SPIKE IND SCHOOL DIST NO 277 W N W A PUMP] UMP QEARUIELLS; _ _ ROOM LJ . I e OFFICE AREA /CHEMICAL DETENTIONTANK ROOMS /FILTER AREA AERATOR AREA GARAGE m o- m n \ VICKY SEYMOUR n - on 6100 BARTLETT BLVD -\} \ I. �� O I+ ''�A Y' - WELL9 ' { ^ \ \ \\ \\\ # Y •Y i\ VICKY SEYMOUR:�>-_ \ dI 6100 BARTLETT BLVD K l y O i 5011 200.49 . D 01000,12 {*ERNICE MJOLICOEUR D VECP / IP MAR S 6090 BARTLETT BLVD DICKE REVOCABLE TR PATRICIA A BRIGGS 6081 ICWOOD RD 6086 RUSTICWOOD RD FILTRATION BASIN SITE PLAN ® BOLTON MARCH 2O26 & MEN K SORBO PARK 6125 EVERGREEN RD PLAYGROUND BASKETBALL Q COURT KJ &A M JOHNSON 6047 EVERGREEN RD Id JAMES MCINTYRE ETAL 6037 EVERGREEN RD / CITYOFMOUND 6126 EVERGREEN RD P 0 25 50 SCALE ® 0 w O 00 z ?� x Z O a ¢ m x n VI N ROSEWOOD t r1i MOUND WTF MOUND, MN EXTERIOR PRELIMINARY RENDERINGS © BOLTON 01/12/26 & MENK MOUND WTF MOUND, MN BRICK COLOR OPTIONS Q BOLTON 01/12/26 &MENK LIUH I LULUN, HIUH VANIAI IUN MILUIUMI LULUN, LUW VANIAI IUN UANK LULUN, MILUIUMI VANIAI IUN wwwwwwwwwwww www ww www w �wwwwwwwwwww� ��rwwwwwwwww� �wwwwwwwwww� wwwlwlwwwwwwwl� wwwwwwwwwwww �wwwwwwwww�w� �wwwwwwwwwww� �w��sraram wwwwwwwwwwww wwwwwwwwwwww - •w�.� � w �wwwwwwwwwww� ��wwwwww�www� w-'r Y�w. wwwwwwwwwwww wwwwwwwwwwww w'r;S_'�'i:;" wwwwwwwwwwww VIA; awwrwasI rwr. . r �®w ��wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww�� �w��w��ww�www�w�w�w�w�w�w�w�w��ww���w��w�www��� vt wwwwwwwwwwww .K- rrxz.; wa �wwwwwwwwwww� �ww�wwwwwwww� a' yaw aat wMnm, wwwwwwwwwwww wwwwwwwwwwww , rt M 'er wus- w w .:a �wwwwwwwwwww� �rwww�wwwwww� ws r r y wltit>w' wwwwwwwwwwww ����r�����r� waa' a.�r gas-, ^a�+`,�p:a,• wwwwwwwwwwww w ^aa• �.a:.at.e cz.,: �wwwwwwwwwww� wwww�ww�wwww ieta� ®•r-s w wwwwwwwwwwww �wwwwwwwwwww� ra+ AN Yap arr•v+ �wwwwwwwwwww� w�wrwwww�www w wrr;c a+sr wwwwwwwwwwww ������������� a aara a�aa awa wwwwwwwwwwww wwwwwwwwwwww �wwwwwwwwwww� �wwlw_w_ww_w_w_ww_wl� all ABA WOWma WX wwwwwwwwwwww .�_ —_�_ —�_- �wwwwwwwwwww� r _ _ o 2.06 NOT TO SCALE 02 2.06 NOT TO SCALE PIPE MATERIAL AS SPECIFIED GRANULAR BEDDING &- ENCASEMENT MATERIAL AS SPECIFIED PVC WATERMAIN TRENCH WATERMAIN MATERIAL AS SPECIFIED BEDDING AND ENCASEMENT - MATERIAL SHALL BE SELECTED MATERIAL FROM THE EXCAVATION AS SPECIFIED PROVIDE BELL HOLE AT EACH JOINT DIP WATERMAIN TRENCH 4" DIAMETER 4LUMINUM OR 3CH 40 PVC TUBE LIFT LOOP FOR REMOVAL OF DEVICE AFTER VALVE BOX INSTALLATION COMPACTED BACKFILL AS SPECIFIED 12" MIN <.. OD PROPOSED FINISHED "....`. .... '" STREET ELEVATION 611 OD + 24" COMPACTED BACKFILL AS SPECIFIED z N 0.6 OD OD + 24" MAX VALVE BOX - ALIGNMENT DEVICE NOTE: ALIGNMENT DEVICE TO BE LEFT INPLACE UNTIL BACKFILL OPERATIONS ARE COMPLETE PLATE WITH 2-1/4" SQUARE HOLE FOR PLACEMENT OVER 2" VALVE NUT 05 GATE VALVE BOX 2.06 ALIGNMENT DEVICE NOT TO SCALE O GATE VALVE & BOX (TYP) VERIES 6" GATE VALVE & BOX WATERMAIN 6" WMN-1 CONCRETE BLOCK MEGALUG RESTRAINT @ EVERYJOINT 2.06 NOT TO SCALE VALVE BOX SETTING TO BE 1/2 " BELOW BASE OR WEAR COURSE AND AT GRADE IN TURF VALVE BOX TO BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM FINISH GRADE VALVE BOX &------- COVER AS SPECIFIED *Tel ato] ► [.9x rrNl►= BONNETT SHALL BE PLACED HALFWAY BETWEEN TOP OF FLANGE AND BOLTS REQUIRED GATE VALVE ADAPTER WATERMAIN - \-HYDRANT MARKER, AS SPECIFIED HYDRANT, AS SPECIFIED NUT TYPE CAP VERIES CHAINS AS SPECIFIED a FINISHED GROUND ELEVATION = I L 2" MIN GROUND CLEARANCE COVER FILTER AGGREGATE WITH MnDOT TYPE IV GEOTEXTILE BLOCKING AND 00 = ANCHORING AS SPECIFIED O 00 - 000 ''e' 0 - 00 `a o _ CONCRETE BASE pPOT., O COARSE FILTER AGGREGATE (MNDOT 3149.2H) MINIMUM HEIGHT OF 6" ABOVE WEEP HOLES HYDRANTS LOCATED WHERE THE GROUNDWATER TABLE IS ABOVE THE DRAIN OUTLET SHALL HAVE THE OUTLET DRAIN PLUGGED AND SHALL BE EQUIPPED WITH A TAG STATING "PUMP AFTER USE" z� j no NOTES: 1. VALVE BOX SHALL BE CENTERED ON OPERATING NUTS, STRAIGHT, FREE FROM DEBRIS, AND ALL SECTIONS UNBROKEN 2. VALVES IN EASEMENTS SHALL HAVE CHANNEL POST WITNESS MARKERS WITH REFLECTIVE "GV" SIGN 3. DEEP VALVES SHALL HAVE NUT EXTENSIONS INSTALLED TO ELEVATION TO ACCOMMODATE STANDARD 10' KEY; BOTTOM NUT SHALL BE BOLTED TO VALVE NUT AND ONLY ONE SECTION 4. COMPACTION WITH MECHANICAL TAMPER AROUND VALVE BOX SHALL BE PLACED AND COMPACTED WITH 2' LIFTS TO ACHIEVE 95% COMPACTION AGATE VALVE CONCRETE BLOCK o6 GATE VALVE INSTALLATION 2.06 NOT TO SCALE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI NNESOTA. MATTHEW S BAUMAN UC.NO. 51323 DATE MM/DD/YYYY (D BOLTON & MENK 04 2.06 NOT TO SCALE 07 2.06 NOT TO SCALE 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 Phone: (952) 448-8838 Email: Chaska@bolton-menk.com www.bolton-menk.com BEARING AREA 100% III -III -III. II -III ;IIII 75% OF TEE (TYPICAL),W11 75% RODS -11-11 I_ Foiiiizi� =1-1 1= III-1 L=1' -IIIIII=-1 75%OF TEE 100% OF TEE 1=I-IIII-IIII .IIII IIII; Ilill lull (TYPICAL) VALVE PLANS rCARDBOARD SEPARATOR 100% OF 900 ELBOW 75% PLUG OR CAP WEIGHT OF CONCR=C7 TO RESIST 100% OF TOTAL THRUST 100% BEARING AREA (SQ FT) PIPE SIZE DEAD END OR TEE 900 ELBOW 450 ELBOW 22 1/20 ELBOW 4 2.4 3.4 1.9 0.9 6 4.9 6.9 3.8 1.9 8 8.4 11.8 6.4 3.4 10 13.7 19.3 10.5 5.4 12 19.4 27.3 1 14.9 7.7 14 26.3 37.0 20.1 10.3 16 34.0 47.9 26.2 13.3 18 43.9 61.8 33.7 17.2 20 54.3 76.4 41.7 21.2 24 77.9 109.8 59.8 30.5 NOTE: BEARING AREAS ARE BASED ON 250 LB MAXIMUM PRESSURE AND SOIL BEARING STRENGTH OF 2000 LB/SQ FT. CONCRETE THRUST BLOCKS TYP GATE VALVE & BOX ADAPTORS, INC. GATE VALVE ADAPTOR OR EQUAL 1) GATE VALVE ADAPTOR: 1/4"STEEL WITH UNDERGROUND COATING TYPICAL CONCRETE GATE VALVE BLOCK GATE VALVE ADAPTOR -UNDISTURBED EARTH (TYP) 100% =1 OF TEE )II 100% =I 19�Re�.]:z�L19 VERTICAL BEND ARROWS (-) INDICATE THRUST DIRECTION NOTES: 1. FIGURE (100%) AT THRUST BLOCK INDICATES PER CENT OF TOTAL THRUST TO BE APPLIED FOR BEARING AREA. 2. CONCRETE FOR THRUST BLOCKS TO BE 2000 PSI. 3. RESTRAINING RODS ARE REQUIRED AT ALLTEES AND AT BENDS DEFLECTING 22-1/20 OR MORE. 4. WRAP THE PIPE WITH POLYETHYLENE WRAPPING PRIOR TO POURING THE THRUST BLOCK. 5. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL. IN ABSENCE OF A SOILS REPORT, AN AVERAGE SOIL (SPADABLE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 PSI. 6. THRUST BLOCKS ARE NOT REQUIRED ON PVC WITH SOLVENT WELDED JOINTS. 2) NEOPRENE GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTOR TO ABSORB ANY PRESSURE OR MOVEMENT CAUSED BY ROAD TRAFFIC i41C1 DRAWN KLB CHECKED MSB CLIENT PROJ. NO. 24X135320000 IMMI X1AJ 08 2.06 NOT TO SCALE VALVE IF SHOWN ON PLAN LENGTH CURVE THRUST BLOCKING / II- IIII 100% DEAD END TYP) IUM N SIDE THRUST PER 100 LB/SQ IN PRESSURE PER DEGREE OF DEFLECTION PIPE SIZE SIDE THRUST -LB PIPE SIZE SIDE THRUST -LB 4 35 14 377 6 72 16 486 8 122 18 665 10 197 20 790 12 278 24 1150 MULTIPLY THRUST BY DEGREE OF DEFLECTION TO OBTAIN TOTAL THRUST HDPE CAP TRACER WIRE FUSED TO ROD INSIDE CAP MIN 12' LENGTH OF 14 AWG CCS TRACER WIRE (RED OR BLACK) MAGNESIUM ANODE ROD NOTE: MAGNESIUM ROD DIMENSIONS SHALL BE APPROX 18" LONG BY 1.3" DIA, AND APPROX 1 LB IN WEIGHT. GROUNDING ANODE CITY OF MOUND, MN WATER TREATMENT FACILITY CIVIL DETAILS SHEET 1.11 66 NEENAH R-1642 SOLID CASTING WITH CONCEALED PICKHOLES LABLED "SANITARY SEWER" EXTERNAL CHIMNEY SEAL CASTING ASSEMBLY WIRE CONNECTOR AS SPECIAL OVER CURB STOP SPECIFIED (TYP) BOX & TRACER WIRE EXISTING WATERMAIN TRACER WIRE TERMINAL SEE OTHER DETAILS FOR WITH TRACER WIRE AT HYDRANT TRACER WIRE CONNECTION .. PROVIDE GROUNDIj-_ `a GROUNDING ANODE INSIDE CASTING a ANODE, CONNECT NEW & EXISTING a. CONCRETE TRACER WIRE a a . TRACER WIRE WITH BLUE JACKET TO WATERMAIN - - EXISTING WATERMAIN, NO EXISTING TRACER WIRE _ TURF -- --- -- -- PROVIDEGROUNDING ANODE AT TRACER WIRE - WATER SERVICE (TYP) TRACER WIRE WITH BLUE DEAD END (TYP) JACKET TO WATERMAIN SEE OTHER DETAILS FOR TRACER WIRE CONNECTION GROUNDING ANODE WITH RED AT CURB STOP OR BLACK TRACER WIRE RIGHT OF WAY (TYP) NOTES: 1. NUMBER OF SERVICES, CASTINGS AND TRACER WIRE ACCESS BOXES REQUIRED PER BLOCK VARIES. REFER TO UTILITY PLAN SHEETS. 2. CONNECTIONS TO EXISTING WATERMAINS AND TRACER WIRES VARY BY LOCATION. 3. DO NOT CAD WELD TRACER WIRE TO DUCTILE IRON PIPE. 09 TRACER WIRE SYSTEM SCHEMATIC 2.06 WATER DISTRIBUTION NOT TO SCALE CASTING AS SPECIFIED GRADE-\ ADJUSTING RINGS AS SPECIFIED PLACE BITUMINOUS MASTIC .a BETWEEN SECTIONS SIZE AS SPECIFIED BRICK AND MORTAR w STEPS AS Q SPECIFIED > 1c STORM SEWER PIPE GROUT INVERT a. a a n. PRECAST CONCRETE BASE (PER MnDOT STANDARD PLATE 4011) TYPICAL DESIGN 4022 CATCH BASIN NOTES 1. AASHTO HS 25 LOADING MAX FILL HEIGHT 15' 2. THE # 4022 SHALL BE PERMANENTLY MARKED ON THE TOP COVER 3. EQUIVALENT STEEL AREAS IN WIRE MESH MAY BE USED 4. REINFORCEMENT PER SPEC 3301, GRADE 60 A SINGLE HOOP OF 8ga STEEL WIRE 13 STORM SEWER STRUCTURE 2.0 DESIGN 4022 NOT TO SCALE O I� 14" MIN 2'-0" 24" x 3611 OPENING 1 1/2" NEW WATERMAIN DEAD END STUB FOR FUTURE EXTENSION PROVIDE GROUNDING ANODE AT TRACER WIRE DEAD END CONTINUATION OF PROJECT LIMITS \tPROVIDE GROUNDING ANODE AT TRACER WIRE DEAD END. DO NOT CONNECT TO IRON PIPE EXISTING IRON MAIN MIN OF THREE APPROVED HANDLING DEVICES AT 1200 SPACING A REINFORCING AND EXTRA BARS (PER MnDOT STANDARD PLATE 4022) PLAN OF COVER TOP BARS NOT SHOWN COVER DIA REINFORCING Q (PER MnDOT ri STANDARD PLATE 4022) r? Yrr T (PER MnDOT MANHOLE DIA _ 05 STANDARD PLATE 4022) 1. RUBBER GASKET (TYPICAL) 2. FLEXIBLE WATERTIGHT SEAL TO BE APPROVED BY ENGINEER 3. SHAPE, DEPTH AND SLOPE OF INVERT TO BE APPROVED BY ENGINEER 4. STEEL REINFORCED PLASTIC STEPS SHALL BE A POLYPROPYLENE PLASTIC REINFORCED WITH A NO. 2 DEFORMED STEEL ROD GRADE 60 5. MnDOT TYPE "B" ECCENTRIC PRECAST CONCRETE CONE SECTION TYPICAL FOR ALL MANHOLES 6. PLACE INTERIOR CHIMNEY SEAL (WHEN SPECIFIED) 7. 8" WIDE, %4" THICK BITUMINOUS 5" 48" MASTIC WRAP FULL 3 CIRCUMFERENCE (WHEN SPECIFIED) REFER TO PLANS FOR PIPE REQUIRED PLAN VIEW 10 SANITARY MANHOLE 2.07 NOT TO SCALE NOTES 1. CASTING PER CONSTRUCTION DOCUMENTS 2. PIPE CUT-OUTS PER CONSTRUCTION DOCUMENTS 3. ALTERNATE CAST -IN -PLACE BASE CAN BE USED 4. MIN REINFORCING SHALL BE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SO, IN PER FOOT IN BOTH DIRECTIONS ADJUSTING RINGS AS SPECIFIED GROUT INVERT-J SECTION in DESIGNATION: 14 STORM SEWER STRUCTURE DESIGN DIAMETER - STANDARD PLATE # DESIGN 48-4020 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI NNESOTA. MATTHEW S BAUMAN UC.NO. 51323 DATE MM/DD/YYYY SECTION A -A QBOLTON & MENK 2.09 DESIGN R-1 2 X3 NOT TO SCALE DESII MIN 3" MAX 6" CONCRETE ADJUSTING RINGS WITH NON -SHRINK GROUT AND PLASTERED 1/2" THICK INSIDE AND OU- 6" MIN INTEGRAL PRECAST CONCRETE BASE CURVE INVERT IN DOWNSTREAM DIRECTION STEPS OVER OUTLET IF REQUIRED LD M BASE SLAB PLAN 3'-10" 5" 5" in Ir Ln N fV CATCH BASIN PLAN 2638 SHADOW LANE, SUITE 200 KLB CHASKA, MN 55318 DRAWN Plone: (952)448-8838 KLB Email: Chaska@bolton-menk.com CHECKED MSB www.bolton-menk.com CLIENT PROD. NO. 24X135320000 »lrll :kyiyl PIPE MATERIAL AS SPECIFIED GRANULAR BEDDING AND ENCASEMENT MATERIAL AS SPECIFIED �COMPACTED BACKFILL AS SPECIFIED OD + 24" 11 NON -RIGID SANITARY SEWER 2.07 TRENCH NOT TO SCALE COMPACTED BACKFILL \� AS SPECIFIED RC PIPE - CLASS AS SPECIFIED GRANULAR - ENCASEMENT 12"(MIN) t� BACKFILL WITH SELECTED MATERIAL FROM EXCAVATION 12"(MIN) 0.15 Bc B 6 GRANULAR BEDDING PIPE DIA B 36" OR LESS Bc + 24" 42" TO 54" 1.5 x Bc 60" OR OVER Bc + 36" 12 RC PIPE 2.09 MODIFI NOT TO SCALE Jn w Q > bo 15 2.09 NOT TO SCALE DISH FLOCI TO CENTER OF CASTING OPENING yin Hirt G ADJUSTING RINGS AS SPECIFIED NOTES: 1. ECCENTRIC CONE SECTION MAY BE USED IN DEEP STRUCTURES TO AVOID MORE THAN 4 ADJUSTING RINGS 2. PIPE CUTOUTS TO BE LOCATED AS SPECIFIED 3. STEEL REINFORCED PLASTIC STEPS SHALL BE A POLYPROPYLENE PLASTIC REINFORCED WITH A NO 2 DEFORMED STEEL ROD GRADE 60 CITY OF MOUND, MN WATER TREATMENT FACILITY CIVIL DETAILS SHEET 1.12 67 #4 REBAR @ 12" OC (VERTICAL & HORIZONTAL) Kn w w Q > 8" CIRCULAR OPENING 2" VARIES N CONCRETE BAFFLE WALL SECTION A -A 16 2.10 NOT TO SCALE A 18 2.09 NOT TO SCALE O 12" POND OUTLET PIPE _V 8" CIRCULAR OPENING IN BAFFLE WALL EXISTING POND SIDESLOPE (VARIES) EL 987.30' 6" FLOW 48" POND OUTLET PIPE(SEE NOTE-2) EL 982 70n 1 A 6" CONCRETE BAFFLE WALL POURED IN FIELD BY CONTRACTOR 12"STRUCTURE �2"x 6" KEYWAY A CAST INTO WALL BY SUPPLIER FLOW INLET PIPE EL 985.00 VARIES MONOLITHIC BOTTOM 1O 2"x 6" KEYWAY CAST 6" DRAIN TILE INTO WALL BY SUPPLIER EL982.70 SECTION VIEW PRECAST CONCRETE POND SKIMMER STRUCTURE SEE TABLE FOR MINIMUM DEPTH 971 ra rr r 15.�11IIIIIIII.M.] SECTION A -A RIPRAP AT CULVERT END -�-RIPRAP A i I HINGE ASSEMBLY - MIN OF 2 HINGES REQUIRED (4) 1/2" DIA-13 UNC HEX HEAD STAINLESS STEEL BOLTS WITH NUTS AND WASHERS 4" OC BOTH WAYS TWO-PIECE POND SKIMMER GRATE (MIN 5/8" THICKNESS) GRATE NOTES: 1. GRATE TO BE MADE IN TWO (2) PIECES 2. ALL METAL SHALL BE HOT -DIPPED GALVANIZED SUBMERGED FLARED END WITH TRASH GUARD (TYP) 1=985.00 NOTE: 1. ALL PIPE JOINTS SHALL BE TIED 2. BAFFLE WALL SHALL BE CONSTRUCTED TO PREVENT LEAKAGE AROUND THE WALL CLASS II d50=6" CLASS III d50=9" CLASS IV d50=12" ROUND PIPE DIA (IN) L (FT) 12" DEPTH RIPRAP (CU YD) 18" DEPTH RIPRAP (CU YD) 24" DEPTH RIPRAP (CU YD) 12 8 3.0 4.4 5.9 15 8 3.2 4.8 6.4 18 10 4.3 6.4 8.5 21 10 4.7 7.1 9.4 24 12 6.2 9.2 12.3 27 12 6.6 1 9.9 1 13.2 30 14 8.2 12.3 16.4 36 16 10.6 15.8 21.1 42 18 12.5 18.7 24.9 48 20 14.8 22.2 29.6 "�OTEXTILE FABRIC, PER SPEC 33; THE FABRIC SHOULD COVER E AREA OF THE RIPRAP AND -END UNDER THE CULVERT RON THREE FEET I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI NNESOTA. MATTHEW S BAUMAN UC.NO. 51323 DATE MM/DD/YYYY NEENAH R-1642 SOLID - CASTING W. CONCEALED PICK HOLES LABELED "SEWER" GRADE ADJUSTING RINGS AS SPECIFIED PLACE BITUMINOUS MASTIC BETWEEN SECTIONS SIZE AS SPECIFIED BRICK AND MORTAR STEPS AS SPECIFIED W Q > STORM SEWER PIPE a GROUT INVERT e a. • e e a PRECAST CONCRETE BASE (PER MnDOT STANDARD PLATE 4011) NOTES: TYPICAL DESIGN 4020 MANHOLE/CATCH BASIN 1. AASHTO HS 25 LOADING MAX FILL HEIGHT 15' 2. THE # 4020 SHALL BE PERMANENTLY MARKED ON THE TOP COVER 3. EQUIVALENT STEEL AREAS IN WIRE MESH MAY BE USED 4. REINFORCEMENT PER SPEC 3301, GRADE 60 A SINGLE HOOP OF 8ga STEEL WIRE 17 STORM SEWER STRUCTURE 2.10 DESIGN 4020 NOT TO SCALE PLAN OF COVER TOP BARS NOT SHOWN COVER DIA _.... _.. ING AND EXTRA BARS (PER MnDOT STANDARD PLATE 4020) 2" MIN PLUG DIAMETER Lq w OPTIONAL HANDLING DEVICE V .T REINFORCING (PER MnDOT (SEE MnDOT STANDARD PLATE 4020) - Q STANDARD MANHOLE DIA ri v PLATE 4020) DESIGNATION: SECTION A -A DESIGN DIAMETER - STANDARD PLATE # DESIGN 48-4020 REINFORCE 2' BELOW NWL 100 YR HWL = 988.98 BOTTOM OF BASIN EROSION CONTROL BLANKET ELEVATION 985.00 CAT. 20 AND WET DITCH MIX 3 MAX 3 MAX _II 1 1 o _ °000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.0 0 0 r o II rrrrrrrrrrrrrrrrrrrrrrrrrrr II WOVEN GEOTEXTILE III rrrrrrrrrrrrrrrrrrrrrCIO- _ _ rrrrrrrrrrr4-rrrrrrFl rrrr -I-III - rrr rrr rrr 19 2.15 NOT TO SCALE DBOLTON & M ENK 0.5' 6" PERFORATED HDPE PIPE, NO SOCK. 1=982.70 FILTRATION BASIN - CROSS SECTION 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 Phone: (952) 448-8838 Email: Chaska@bolton-menk.com www.bolton-menk.com 0.5' FILTRATION MEDIA MIX D (60% COARSE SAND, 30% TOPSOIL, 10% MnDOT GRADE 2 COMPOST) UNDISTURBED AND UNCOMPACTED INSITU SOIL 3", 4" WASHED ROCK (INCIDENTAL) A 3", 4" WASHED ROCK (INCIDENTAL) 9", 1"-1Z" WASHED ROCK (INCIDENTAL) REINFORCE 10' PAST TOE OF SLOPE TERMINATE FABRIC WITH ANCHORAGE TRENCH SECTION B-B -EMERGENCY OVERFLOW ELEV= 975.75 1MP B_ERM ELEV=976.50 10' SECTION A -A B� „J RIPRAP OR TURF REINFORCEMENT MAT PER PLAN 20 EROSION CONTROL BLANKET 2.15 AT INFILTATION BASIN EOF NOT TO SCALE DESIGNED NO. ISSUED FOR DATE KLB A REVIEW 03/03/2026 CITY OF MOUND, M N SHEET DRAWN KLB WATER TREATMENT FACILITY �. �� CHECKED MSB CIVIL DETAILS CLIENT PROJ. NO. 24X135320000 68 o' PLAN VIEW ELEVATION VIEW INLET INSURMOUNTABLE CURB GUTTERLINE rl IDD rI IT /XA/IIITu \/AQICC\ m TURRET SO PRIMARY OF BASIN SIDE SLOPE VCE WITH FILTER NOT TO SCALE RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) RAIN GUARDIAN TURRET INLET TOP FIBERGLASS GRATE HIGH VOLUME OVERFLOW ° GUTTERLINE 5" SITE SPECIFIC 5" 1'-3.5" 0 10.5" 0 0e SITE SPECIFIC 5.5" ° REMOVABLE FILTER WALL 0 Z� 0 0 0 0 A CLASS 5 AGGREGATE / SUBSOILS IIII IIII IIII IIII IIII V-1.75" PRIMARY OUTLET A Z� BASIN BOTTOM PLASTIC 'ZIP'TIES- (50# TENSILE) LOCATED IN TOP 8" DIRECTION OF RUNOFF FLOW SILT FENCE - MACHINE SLICED STEEL STUDDED 'T' POST 5' MINIMUM LENGTH POSTS AT 6' MAXIMUM SPACING GEOTEXTILE FABRIC, 36" WIDTH MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) CATEGORY 20 EROSION CONTROL BLANKET 4"x4" TRENCH BACKFILLED OVER EROSION CONTROL BLANKET i 4" I 6" I I- 6"-7" DIA STRAW OR WOOD FIBER ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING �►� 3' LEVEL (MIN) 4" OVERLAP ANCHOR SLOT ALTERNATIVE \-1' SPACING ON STAPLES NOTE: ANCHOR, OVERLAP & STAPLE PER MANUFACTURER'S SPECIFICATIONS EROSION CONTROL 2.14 BLANKET INTSALLATION NOT TO SCALE 1. OAF qN� 2 �iN RlgpFTs s %fit•, T POINT'B'-\ 47141 POINT'A' 8", 11ga STAPLES SPACED 1'-0" ON CENTER 7' FOLD UNDER 6" 2"x2"x18" LONG WOOD STAKES AT 2'-0" SPACING DRIVE THROUGH NETTING AND FIBER ROLL NOTE: POINT'A' MUST BE 1'-0" MIN HIGHER THAN POINT'B' TO ENSURE THAT WATER FLOWS OVER THE DITCH CHECK AND NOT AROUND THE ENDS J V n 21 RAIN GUARDIAN 24 DITCH CHECK - BIOROLL 2.14 TURRET 2.14 NOT TO SCALE NOT TO SCALE DESIGNED NO. ISSUED FOR DATE .I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED n BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 C I TY O F MOUND, M N SHEET ') PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BOLTON DRAWN V CHASKA, MN 55318 KLB WATER TREATMENT FACILITY Phone: (952) 448-8838 1.14 z MENK CHECKED Email: Chaska@bolton-menk.com MATTHEW S BAUMAN o www.bolton-menk.com CLIENT PROMNO Llc. No. 51323 DATE M M/DD/YYYY Q24X135320000 C I V I L DETAILS FLAP POCKET NOTES: 1 INLET PROTECTION DEVICES SHALL BE MAINTAINED OR INLET SPECIFICATIONS AS PER � / REPLACED AT THE DIRECTION OF THE ENGINEER. THE PLAN DIMENSION LENGTH I AND WIDTH TO MATCH I ® I HARD SURFACE MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON PUBLIC ROAD THE DEPARTMENTS EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BE SUBSTITUTED. WHEN 1 I / REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL IN THE INLET. ANY ° MATERIAL FALLING INTO THE INLET SHALL BE REMOVED 2 IMMEDIATELY. ° SILT FENCE TO TIE I INTO BERM OF ROCK FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED, Sn USE REBAR OR STEEL ROD ° ° ° ° ACCESS EACH SIDE SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER I I FOR REMOVAL TO FACILITATE MAINTENANCE OR REMOVAL. OR n FOR INLETS WITH CAST — FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD GEOTEXTILE FABRIC, TYPE WOVEN CURB BOX USE WOOD 2x4. MONOFILAMENT CONFORMING TO 2x4, EXTEND 10" BEYOND ?' SPEC. 3886, TABLE 3886-1 I n GRATE WIDTH ON BOTH 1Z INSTALLATION NOTES: MACHINE SLICE SIDES, LENGTH VARIES, I DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN ('' I SECURE TO GRATE WITH PROVIDE RADIUS 6" MIN 30", MEASURED FROM THE BOTTOM OF THE INLET TO THE FRONT, BACK AND BOTTOM WIRE OR PLASTIC TIES AS NEEDED (TYP) TOP OF THE GRATE. TO BE MADE FROM SINGLE y+ THICKNESS PIECE OF FABRIC 3" MINUS WASHED TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE I COARSE AGGREGATE GRATE. � 4 x6 OVAL H�LE SHALL BE y MINIMUM DOUBLE STITCHED OR APPROVED EQUAL ( ) HEAT CUT INT ALL FOUR I SEAMS ALL AROUND SIDE I THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE SIDE PANELS I I PIECES AND ON FLAP POCKETS CLEARANCE, BETWEEN THE INLET AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES \�J SHALL BE PLACED AT A MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG. 25 INLET PROTECTION 26 ROCK CONSTRUCTION ENTRANCE 18" MIN CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE 2.14 GEOTEXTILE BAG 2.14 MnDOT TYPE V (3733) GEOTEXTILE FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK NOT TO SCALE NOT TO SCALE NOTE: 27' B-B TYP 1. VALLEY GUTTER JOINTS: SAW OR GENERAL NOTES: SCORE 1/8" MINIMUM TO 3/8" CONCRETE CURB &GUTTER MAXIMUM WIDTH JOINTS A 1O WHERE SUBGRADE CORRECTION IS REQUIRED, SUBGRADE MINIMUM OF 2" DEPTH AT APPROXIMATELY 10' INTERVALS. 13.5' 13.5' EXCAVATION & REPLACEMENT WITH STABILIZING SEAL JOINTS IN ACCORDANCE TO MnDOT 2301.3.N.3 n «: CONTRACTION B618 CURB B618 CURB AGGREGATE/SELECT GRANULAR BORROW AND/OR FABRIC, AS EXPANSION JOINT (TYP) AND GUTTER AND GUTTER 2. THE CONCRETE VALLEY GUTTER JOINT (TYP) 4 • CURB INTEGRAL DIRECTED BY THE ENGINEER WILL BE REQUIRED IN ADDITION TO SHALL BE CONSTRUCTED ON W/VALLEY GUTTER PROPOSED 6" AGGREGATE BASE, CLASS 5 a d CENTERLINE GRADE SUBGRADE PREPARATION. d• 2%TYP � 2%TYP 2O TYPICAL SECTION DIMENSIONS AND SLOPES ARE AS SHOWN 3. BARS SHALL BE INCIDENTAL TO THE VALLEYGUTTER a '" . < ad m A ` UNLESS MODIFIED ON THE PLAN DRAWINGS, AND INTERSECTION p. •.. 61111 a '— — - - = DETAILS. 2-#4 BARS ti00- a a_ — <a a - -o" PAVEMENT SLOPES AT INTERSECTION LOCATION MAY VARY FROM CONTINUOUS d a •d BACKFILL WITH SELECT 1 THOSE SHOWN IN THE TYPICAL SECTIONS. a d �• A < GRADING MATERIAL INCIDENTAL TYP 1.5" TYPE SP 9.5 WEARING COURSE (SPWEA230C) (2360) (INCIDENTAL) (TYP) 6" AGGREGATE BASE CLASS 5 ` • - .: A ® GRADE ALL TOPSOIL TO CONCRETE, BIT, OR AGGREGATE SURFACES 18" 18" 5' BITUMINOUS TACK COAT (2357) (INCIDENTAL) PRIOR TO PLACING SEED. GUTTER GUTTER 2" TYPE SP 12.5 NON WEARING COURSE SPNWB230C ( )(2360 ) WIDTH WIDTH 5O PROVIDE 1(V):20(H) TAPERS WHEN CHANGING SUBCUT DEPTHS. 8" AGGREGATE BASE, CL5 (2211) SECTION A GEOTEXTILE FABRIC, MN DOT TYPE V (3733) SUBGRADE PREPARATION (2112) O 27 TYPICAL SECTION 2s CONCRETE VALLEY GUTTER 2.1 DRIVEWAY 2.16 NOT TO SCALE NOT TO SCALE I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIO NAL ENG IN EER U NDER TH E LAWS OF TH E STATE OF M I NNESOTA. 2638 SHADOW LANE, SUITE 200 CHASK9 MN BO LTO N DESIGNED KLB NO. ISSUEDF DATE CITY OF MOUND, MN SHEET A REVIEW 03/03/2026 DRAWN Phone: 8-88 448-men KLB WATER TREATMENT FACILITY 1.15 CHECKED MSB Email: Chaska@bolton-menk.com @b & M E N K W S BAU MAN ® www.bolton-menk.com CUENT PROI. NO. CIVIL DETAILS C.NO.MAT uc.No. 51323 DATE MM/DD/YYYY 24X135320000 70 a� N a� t L Q N O N U C: c C: 0 0 m Lot u Ln 0 m 0 N c-I LD N O N \ M c-I m W 3 ri O U O N m Ln m 0 m U i 0 O O O N m Ln m r-I Z 0 2 O _I rn EXISTING GRADE R A v • a aA a'• A . a .A G A • v Q A a v G A' Ea v A ' a 4 6 A 1811 .04 BOLLARD GUARD POST NOT TO SCALE 3" R SLOPE 0.75" PER FOOT 0.511 R NOT TO SCALE i�el 8" DIA CONCRETE -FILLED STANDARD STEEL BOLLARD —ONE WRAP OF 30# ROOFING FELT —CONCRETE 6" 0.511 R 13,5 a .•• • �• a •• •s. .A s .a " v d• J A • 'e 1g// CONCRETE CURB & GUTTER DESIGN B618 BOTTOM OF AGGREGATE BASE CL 5 GEOTEXTILE FABRIC, MNDOT TYPE V VARIABLE DEPTH STABILIZING AGGREGATE COMPACTED INTO SUBGRADE SUBGRADE CORRECTION NOT TO SCALE GENERATOR PAD NOT TO SCALE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MATTHEW S BAUMAN LIC. NO. 51323 DATE M M/D D/YYYY ONCRETE DRIVEWAY PAVEMENT (2531) GGREGATE BASE, CL 5 (2211) (INCIDENTAL) .j��GRADE PREPARATION (2112) (INCIDENTAL) QOLTON & MENK NOT TO SCALE 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 Phone: (952) 448-8838 Email: Chaska@bolton-menk.com www.bolton-menk.com A SIDE VIEW Scale: 3/4"= V-0" 9., Z 16600 0 0 OPEN CLOSED B TOP VIEWS Scale: 3/4"=V-0" #88-SS SAMPLING STATION SPEC SHEET [FY 1�vts � )_ C ISO VIEW Scale: 3/4"=1'-0" GENERAL SPECIFICATIONS MAXIMUM OPERATING PRESSURE 220 PSI 303E 316E & STAINLESS STATION MATERIALS: STEEL,, BUNA-N ENCLOSURE MATERIAL: CAST AL 319 ALUMINUM ENCLOSURE COLOR: GREEN BUNA-N RUBBER, 303 & 18-8 WETTED MATERIALS: STAINLESS STEEL DEPTH OF BURY: SPECIFY WEIGHT: -35 LBS at 3' DOB CUSTOM LOGO: ITEM DESCRIPTION NOTES 1 88 FRONT DOOR ( COVER A) 2 88 REAR DOOR ( COVER B ) 3 88 BASE 2 PIECES 4 3/8" UNTHREADED NOZZLE 5 OPERATING HANDLE 6 PETCOCK 7 1/2" S.S. WATERWAY 8 1/4" S.S TUBING 9 LOCKING HOLE 10 VALVE BOX BY OTHERS I 3/4" S.S. ELBOW BY OTHERS 12 BALL VALVE CURBSTOP BY OTHERS 1 88-SS INSTALL Scale: 3/4"=1'-0" Sampling Station shall be 'bury, with a 3/4" FlP inlet, and 3/8" unthreaded blow off and sampling bibb. Station shall be enclosed in a lockable, aluminum box with hinged openings. When open, the station shall require no key for operation, and all water flow shall pass thru an all stainless steel waterway. Seat rubber and all operational components shall be serviceable / replaceable from above ground with no digging or excavation needed. A secondary valve (stainless steel petcock) shall be located on the evacuation line, independent of the sampling bibb and when open shall allow for evacuation of any water remaining inside the station, via pump or compressed air blow off, to prevent freezing. The station shall be model #88-SS as manufactured by The Kupferle Foundry, St. Louis MO. 63102 or approved equal. Notes: 1.) If the color shall be any color other than green, check with the manufacturer for color options, and specify accordingly. 2.) When installed on or with concrete, Kupferle recommends the use of a gasket or barrier between the enclosure and the concrete surface. when purchasing the station, if concrete install is specified on the order Kupferle will provide said gasket. the enclosure clamp on the bottom of the enclosure base will fit inside a 4" pvc pipe. 3.) Prolonged exposure to strong chlorides which can be present in concrete, cleaning agents, and sometime even potable water can lead to possible enclosure corrosion. regular maintenance and drying the station after use are the best methods for optimal station longevity. 4.) In corrosive solids the buried pipe should be prepped for additional resistance to corrosion. kupferle recommends spraying all underground piping and fittings with bituminous spray tar, allowing proper time to dry, and then wrapping the parts. 25511 NORTH 9TH STREET 5.) Some sites, typically at higher pressures, turbulant flow can cause station vibration. Should this occur after installation, please contact manufacturer for remediation. I DD/MM/YY I ISSUED FOR ... SAMPLING STATION DESIGNED KLB DRAWN KLB CHECKED MSB CLIENT PROD. NO. 24X135320000 REVIEW 103/03/2026 ST. LOUIS, MO 63102 INITIALS DATE 1-800-231-3990 DRAWN KJW 1/23/23 — FAX 314-231-2820 'PROVED DCL 1/24/23 ❑DIFIED www.hydrants.com ...,-.T crAl �. KT TPFFR IF CITY OF MOUND, MN WATER TREATMENT FACILITY CIVIL DETAILS SHEET 1,16 71 EXISTING TOPOGRAPHIC SYMBOLS SURVEY SYMBOLS EXISTING PRIVATE UTILITY LINES IEE4 ACCESS GRATE FACI AIR CONDITION UNIT Q ANTENNA AUTO SPRINKLER CONNECTION �D BARRICADE PERMANENT BASKETBALL POST BENCH BIRD FEEDER © BOLLARD ® BUSH 0 CATCH BASIN RECTANGULAR CASTING ® CATCH BASIN CIRCULAR CASTING ® CURB STOP co CLEAN OUT (DcLVr CULVERT END A) DRINKING FOUNTAIN ® DOWN SPOUT Eq ELECTRIC CAR CHARGE STATION (1) FILL PIPE FIRE HYDRANT 0- FLAG POLE >- FLARED END / APRON co FUEL PUMP GD GRILL c— GUY WIRE ANCHOR H❑ HANDHOLE HANDICAP SPACE 0 IRRIGATION SPRINKLER HEAD 0 IRRIGATION VALVE BOX cr LIFT STATION CONTROL PANEL © LIFT STATION E LIGHT POLE ® MAILBOX © MANHOLE -COMMUNICATION MANHOLE -ELECTRIC MANHOLE -GAS MANHOLE -HEAT w� MANHOLE -RECLAIMED WATER s� MANHOLE -SANITARY SEWER MANHOLE -STORM SEWER I� MANHOLE -UTILITY Q MANHOLE -WATER M❑ METER e DRIVE-THRU MICROPHONE PARKING METER PAVEMENT MARKING © PEDESTAL -COMMUNICATION ❑E PEDESTAL -ELECTRIC CH PEDESTRIAN PUSH BUTTON PICNIC TABLE �S POLE -UTILITY © POST RAILROAD SIGNAL POLE O U REGULATION STATION GAS j� SATELLITE DISH �— SIGN TRAFFIC ❑O SIGNAL CONTROL CABINET SOIL BORING ? SIREN © TELEPHONE BOOTH ® TILE INLET ®TILE TILE OUTLET ® TILE RISER ❑O TRANSFORMER -ELECTRIC TREE -CONIFEROUS TREE -DEAD TREE -DECIDUOUS TREE STUMP TRAFFIC ARM BARRIER S TRAFFIC SIGNAL TRASH CAN FOR �u UTILITY MARKER D4 VALVE ® VALVE POST INDICATOR ® VALVE VAULT ❑v VAULT Ov VENT PIPE ®ws WATER SPIGOT O WELL A WETLAND DELINEATED MARKER 'L WETLAND 0 WET WELL O YARD HYDRANT PROPOSED TOPOGRAPHIC SYMBOLS • CLEANOUT • MANHOLE Q• LIFT STATION ® STORM SEWER CIRCULAR CASTING ■ STORM SEWER RECTANGULAR CASTING STORM SEWER FLARED END / APRON ■ STORM SEWER OUTLET STRUCTURE ® STORM SEWER OVERFLOW STRUCTURE o CURB BOX + FIRE HYDRANT H WATER VALVE 00 WATER REDUCER P" WATER BEND P; WATER TEE WATER CROSS - WATER SLEEVE n WATER CAP / PLUG CC RIP RAP DRAINAGE FLOW k F TRAFFIC SIGNS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI NNESOTA. MATTHEW S BAUMAN UC.NO. 51323 M M/D D/YYYY BENCHMARK LOCATION O CONTROL POINT ■ MONUMENT FOUND EXISTING TOPOGRAPHIC LINES SURVEY LINES 0 0 EXISTING UTILITY LINES -II II » » » » » I I I I I I ✓R— - WR WR WR— PROPOSED UTILITY LINES II II II II II >> >> >> >> I I I I I I ////// GRADING INFORMATION _ 950' — 952.�—_1_� 950 -10—_ftww- .......................... ----------------- X 953.53 x STA:5+67.19 980.87 1:4 HATCH PATTERNS BITUMINOUS CONCRETE QBOLTON & MENK CAST IRON MONUMENT STONE MONUMENT RETAINING WALL FENCE FENCE -DECORATIVE GUARD RAIL TREE LINE BUSH LINE CONTROLLED ACCESS BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE QUARTER LINE SIXTEENTH LINE TEMPORARY EASEMENT FORCEMAIN SANITARY SEWER SANITARY SERVICE STORM SEWER STORM SEWER DRAIN TILE WATERMAIN WATER SERVICE RECLAIMED WATER FORCEMAIN SANITARY SEWER SANITARY SERVICE STORM SEWER STORM SEWER DRAIN TILE WATERMAIN WATER SERVICE PIPE CASING TRENCHLESS PIPE (PLAN VIEW) TRENCHLESS PIPE (PROFILE VIEW) EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROJECT LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) GRAVEL 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 Phone: (952) 448-8838 Email: Chaska@bolton-menk.com www.bolton-menk.com NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". FF F F UNDERGROUND FIBER OPTIC E E E E UNDERGROUND ELECTRIC G G G G UNDERGROUND GAS c c c c UNDERGROUND COMMUNICATION OE OE OE OE OVERHEAD ELECTRIC oc oc oc oc OVERHEAD COMMUNICATION Ou Ou Ou Ou OVERHEAD UTILITY UTILITIES IDENTIFIED WITH A QUALITY LEVEL: LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL EXAMPLE: G-A G-A UNDERGROUND GAS, QUALITY LEVEL A UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN Cl/ASCE 38-22. UTILITY QUALITY LEVELS: QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS -BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, CONSTRUCTION PLANS, ETC. QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND -HOLES, UTILITY VALVES AND METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES. QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS. QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND PROFILE INFORMATION. ABBREVIATIONS A ALGEBRAIC DIFFERENCE GRAV GRAVEL RSC RIGID STEEL CONDUIT ADJ ADJUST GU GUTTER RT RIGHT ALT ALTERNATE GV GATE VALVE SAN SANITARY SEWER B-B BACK TO BACK HDPE HIGH DENSITY POLYETHYLENE SCH SCHEDULE BIT BITUMINOUS HH HANDHOLE SERV SERVICE BLDG BUILDING HP HIGH POINT SHLD SHOULDER BMP BEST MANAGEMENT PRACTICE HWL HIGH WATER LEVEL STA STATION BR BEGIN RADIUS HYD HYDRANT STD STANDARD BV BUTTERFLY VALVE I INVERT STM STORM SEWER CB CATCH BASIN K CURVE COEFFICIENT TC TOP OF CURB C&G CURB AND GUTTER L LENGTH TE TEMPORARY EASEMENT CIP CAST IRON PIPE LO LOWEST OPENING TEMP TEMPORARY CIPP CURED -IN -PLACE PIPE LP LOW POINT TNH TOP NUT HYDRANT CL CENTER LINE LT LEFT TP TOP OF PIPE CL. CLASS MAX MAXIMUM TYP TYPICAL CLVT CULVERT MH MANHOLE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE MIN MINIMUM VERT VERTICAL C.O. CHANGE ORDER MR MID RADIUS VPC VERTICAL POINT OF CURVE COMM COMMUNICATION NIC NOT IN CONTRACT VPI VERTICAL POINT OF INTERSECTION CON CONCRETE NMC NON-METALLIC CONDUIT VPT VERTICAL POINT OF TANGENT CSP CORRUGATED STEEL PIPE NTS NOT TO SCALE WM WATERMAIN DIA DIAMETER NWL NORMAL WATER LEVEL DIP DUCTILE IRON PIPE OHW ORDINARY HIGH WATER LEVEL DWY DRIVEWAY PC POINT OF CURVE AC ACRES E EXTERNAL CURVE DISTANCE PCC POINT OF COMPOUND CURVE CF CUBIC FEET ELEC ELECTRIC PE PERMANENT EASEMENT CV COMPACTED VOLUME ELEV ELEVATION PED PEDESTRIAN, PEDESTAL CY CUBIC YARD EOF EMERGENCY OVERFLOW PERF PERFORATED PIPE EA EACH ER END RADIUS PERM PERMANENT EV EXCAVATED VOLUME ESMT EASEMENT PI POINT OF INTERSECTION LB POUND EX EXISTING PL PROPERTY LINE LF LINEAR FEET FES FLARED END SECTION PRC POINT OF REVERSE CURVE LS LUMP SUM F-F FACE TO FACE PT POINT OF TANGENT LV LOOSE VOLUME FF FINISHED FLOOR PVC POLYVINYL CHLORIDE PIPE SF SQUARE FEET F&I FURNISH AND INSTALL PVMT PAVEMENT SV STOCKPILE VOLUME FM FORCEMAIN R RADIUS SY SQUARE YARD FO FIBER OPTIC R/W RIGHT-OF-WAY F.O. FIELD ORDER RCP REINFORCED CONCRETE PIPE GRAN GRANULAR RET RETAINING DESIGNED KLB NO. ISSUED FOR DATE CITY OF MOUND, MN SHEET 2.01 A REVIEW 03/03/2026 DRAWN KLB WATER TREATMENT FACILITY CHECKED MSB CIVIL LEGEND QIENT PROJ. NO. 24X135320000 72 CONSTRUCTION NOTES O GENERAL 1. CONTRACTOR SHALL MAINTAIN LOCAL ACCESS TO ALL PROPERTIES DURING CONSTRUCTION. STREETS MAYBE CLOSED FOR CONSTRUCTION ACTIVITY DURING THE DAY. RESIDENTS SHALL BE PROVIDED 24 HOURS ADVANCE NOTICE ON ALL STREET CLOSURES. PANA41414X2fell 1:119w_\'Lel:ti19►1H_1►1H:7_v9C/ 11:7_1IW41919: 2ILI&1i]:1:Zil9_1:1C469:/_1Ia:]IL r_l1►Ir_l1►I:IDNA wilIaIII L 1:0 3. EROSION CONTROL MEASURES SHALL BE INSTALLED AS INDICATED ON THE PLAN AND/OR AS DIRECTED BY THE ENGINEER DOWN GRADIENT FROM PROPOSED WORK PRIOR TO ANY DISTURBANCE. 4. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR PRECONSTRUCTION STATE, INCLUDING TURF RESTORATION. 5. CONTRACTOR SHALL PROTECT EXISTING FOLIAGE, CLEARING AND GRUBBING OF EXISTING FOLIAGE SHALL BE AS DIRECTED BY THE ENGINEER. 6. FOR EXCESS MATERIAL, CONTRACTOR SHALL COORDINATE OFF -SITE LOCATION FOR DISPOSAL AND SUBMIT ANY PLACEMENT PLANS AND/OR PERMITTING NECESSARY TO CITY/COUNTY PRIOR TO EXPORTING MATERIAL FROM SITE (INCIDENTAL). 7. ALL EXCAVATION & EQUIPMENT SHALL REMAIN WITHIN, ROW, EASEMENTS, AND REMOVAL LIMITS SHOWN. TRENCH BOX OR SHEETING MAYBE REQUIRED. 8. CONTRACTOR SHALL PROTECT AND SUPPORT AS NECESSARY ALL TREES, BUILDINGS, LANDSCAPING, RETAINING WALLS, WALKWAYS, DRIVEWAYS, CURB & GUTTER, ETC. UNLESS NOTED OTHERWISE IN THE PLAN OR IN THE FIELD BY THE ENGINEER. 9. CONTRACTOR SHALL PROTECT & SUPPORT ALL EXISTING PUBLIC AND PRIVATE UTILITIES (GAS, TELEPHONE, ELECTRIC, CABLE, WATERMAIN, STORM, SANITARY, ETC) AS DIRECTED BY UTILITY OWNER UNLESS OTHERWISE NOTED. 10. DEWATERING MAY BE REQUIRED TO INSTALL UTILITIES. ALL DEWATERING SHALL REQUIRE PRETREATMENT PRIOR TO DISCHARGE FROM THE SITE. ALL DEWATERING SHALL DISCHARGE NORTH WITH NO WATER DISCHARGED SOUTH INTO POND SOUTHEAST OF THE SITE. 11. CONTRACTOR MAY USE THE GRASS AREA WEST OF THE PLAYGROUND OF SORBO PARK FOR CONSTRUCTION STORAGE. REMOVALS 1. CONTRACTOR SHALL PROTECT EXISTING CONCRETE CURB AND GUTTER AND CONCRETE SIDEWALK NOT DESIGNATED FOR REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER INFIELD. ESTIMATED REMOVAL AND REPLACEMENT AREAS NECESSARY FOR UTILITY CONSTRUCTION ARE SHOWN IN THE PLANS. IF ADDITIONAL REMOVAL AND REPLACEMENT AREAS ARE DETERMINED TO BE NECESSARY BY THE ENGINEER, COMPENSATION TO THE CONTRACTOR SHALL BE AT THE UNIT PRICES BID. 2. CONTRACTOR SHALL SAWCUT BITUMINOUS WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT TO ENSURE A UNIFORM JOINT (INCIDENTAL). SAWCUTS SHALL BE LOCATED ALONG LANE LINES, AND ALL DRIVEWAY AND SIDEWALK REMOVAL LIMITS AS MARKED BY THE ENGINEER (INCIDENTAL). 3. CONTRACTOR SHALL REMOVE CONCRETE ALONG JOINT LINES TO THE MAXIMUM EXTENT POSSIBLE, REMOVAL LIMITS SHALL BE COORDINATED IN THE FIELD WITH ENGINEER. 4. CONTRACTOR SHALL PROVIDE FOR THE REMOVAL AND DISPOSAL OF ANY OTHER STRUCTURES OR DEBRIS THAT WOULD INTERFERE WITH CONSTRUCTION. ALL SUCH MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED AND SHALL EITHER BE RECYCLED TO THE EXTENT ALLOWED OR DISPOSED OF OFFSITE. 5. CONTRACTOR SHALL PROTECT EXISTING TREES NOT DESIGNATED FOR REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN FIELD. ESTIMATED TREE REMOVAL AREAS NECESSARY FOR CONSTRUCTION ARE SHOWN IN THE PLANS. IF ADDITIONAL REMOVAL AND REPLACEMENT AREAS ARE DETERMINED TO BE NECESSARY BY THE ENGINEER, COMPENSATION TO THE CONTRACTOR SHALL BE AT THE UNIT PRICES BID. 6. UNLESS SPECIFICALLY NOTED FOR SALVAGE, ALL MATERIALS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE SUITABLY DISPOSED OF OFFSITE. DRIVEWAY 1. TEST ROLLING SHALL BE REQUIRED ON SUBGRADE FOR THE DRIVEWAY AND PARKING LOT. 2. PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN COURSES. THE TACK COAT SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR CSS-1 H LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. 3. STABILIZING AGGREGATE SHALL BE INCORPORATED INTO THE SUBGRADE TO ACHIEVE SATISFACTORY SURFACE STABILITY AT LOCATIONS DEEMED NECESSARY BY THE ENGINEER MISCELLANEOUS 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. 2. THE CONTRACTOR IS HEREBY REMINDED OF HIS RESPONSIBILITY UNDERSTATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA. CONTACT MUST BE MADE THROUGH GOPHER STATE ONE -CALL. 3. WHENEVER THE WORD "INCIDENTAL" IS USED IN THIS PLAN, IT SHALL MEAN THIS WORK WILL BE INCIDENTAL TO THE CONTRACT, FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. STORM SEWER TABLE STRUCTURE 12" RC CONNECTTO DESIGN DESIGN DESIGN CASTING STREAM STREAM PIPE SEWER 12" RC EXISTING 2'X3' 4020-48" 4022-48" ASSEMBLY RIM INVERT INVERT DES3006 PIPE STORM FLOWS FLOWS ALIGNMENT STATION (1) (2) (2) (2) TYPE ELEV. ELEV. ELEV. CL. V (3) APRON STRUCTURE NOTES FROM TO LIN FT LIN FT LIN FT FT. FT. LIN FT EACH EACH Alignment - CB-01 CB-03 0+28.05 3.3 R-3067-V 998.21 994.94 992.78 148 STORM MAIN Alignment - CB-03 CB-04 STORM MAIN 1+75.06 4.4 R-3067-V 996.06 991.62 985.36 120 Alignment - CB-04 CB-05 STORM MAIN 2+94.56 3.2 R-3067-V 988.53 985.35 985.25 25 Alignment - 4' SUMP CB-05 CV - 1 STORM MAIN 3+19.22 7.3 R-3067-V 988.52 985.25 985 27 Alignment - STORM MAIN CB-02 CB-03 CROSSING 0+21.50 3.2 R-3067-V 995.67 992.51 992.41 25 Alignment - OCS - 1 MH - 1 STORM SEWER 0+86.85 988.77 982.70 978.05 81 Alignment - MH-1 STORM SEWER 1+67.06 R-1642 981.90 1 Alignment - CB - 324 STORM SEWER 2+72.31 976.77 Alignment - CV - 1 STORM MAIN 3+45.89 1 Alignment - CV - 2 OCS - 1 STORM MAIN 1 3+45.47 1 1 1 1 1 1 985.00 1 985.00 1 16 1 1 SUBTOTALS 6.4 14.9 6 442 2 1 Notes: (1) STATIONS ARE TO THE CENTER OF STRUCTURE (2) ALL STRUCTURES GREATER THAN 4. 5' SHALL HAVE STEPS (INCIDENTAL) (3) PIPE LENGTH SHOWN ON THE TABLE INCLUDES APRON LENGTH (4) STRUCTURE DEPTH INCLUDES SUMP DEPTH I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BO LTO N DRAWN CHASKA, MN 952) 8-88 KLB WATER TREATMENT FACILITY & M E N K : Chas @bolton-men 2.02 CHECKED Email: Chaska@bolton-menk.com MSB C.NO.MATWS 51323BAUM® www.bolton-menk.com CUENTPRD,.NO. GENERAL CIVIL NOTES & TABLES uc.No. 51323 DATE MM/DD/YYYY 24X135320000 73 --------------\-_ L, y ----------A -- 0 --o --------- L-J IN _ I I— _ o,`b / %ll 9> •rx_ _ i O / .9 ° m m WELL HOUSE 8 IND SCHOOL DIST NO 277 I\ \ J °o PROJECT LIMITS EX WATER TOWER 1 P / ; / � / �00 0) II 1 ' /l J//� `•• � � 4,i III d / i i/n// ° d \� CITY OF MOUND \\ \ 1 I I I I I I I \ \\ II\\ D 6126 EVERGREEN RD ---- --- 987 - / ' ' i'/ /'/ % / I / / \ I \ \ I \,' �� 11 11 `, \\ 1\ `\ \�s `•` `\ \\ ,` \\ •/ - `--__�` / ! rD-ii/ ' /i / / / / l w / / --------- --- �I - �__ ___ / i _-,i' / I\I °1 010 I I 9 / , - ------ REMOVE & REPLACE --__- 1 m - - PROJECT LIMITS OF ----- -- -----= 997 I--- I —* I I I \` I I I �— I --- 982 �__ CONCRETE CUB & GUTT R' I i i N INFILTRATION BASIN CO B E / --__-♦ I I \ / j °/ I I I I I I I / 1 1 ' I / 0) I /r - `, -_, I / `, I / / I I 1 1 I 1 1 1 l ` 98 / _ / , n �� I / /`./ I / 77 - PROTECT EXISTING --,----- /--`--- \ i I I\\ \\ \\11\ II o,01; i - \ /�� — — 99 99� / \ I I ° o`, 1 \ / i r n ° G- G-D STORM SEWER PROTECT EX 10 PVC \ oo rn rn J I? I I RAW WATERMAIN -------9'' - i g91 y 9 \ \\ 1 1 I I - - 9- ------- �}' I/ PROTECT TREE n ----- I \ .l 1, 1 1 I I I I _ I , , , , I , I \ / I ll / _ -1 00 ��\I \ I XS7T PARK \ nl II DENISE ROBERT BADER p ____�___- / - / II\ I \Ii \\\ \ ` I i <ri 6125 VERGREN RD ip} g III n i' I 6116 EVERGREEN RD AZIEGENHAGEN A � & C TUFTE 6112 BARTLETT BLVD / \ / 7 / PROTECT TREE -'� ''^\\ ` ° \" \ m \ I`\\ PROTECT BACKSTOP FENCE III ----- I J � \\ i ,. -- � 00 ._ � _ 1001 — ,\ \ \ \ \ a \ \ \ \ .\ \,\\ `\\ I\ PROTECT TREE \\\ v ti k `\ �\ \ \ \ 6 \ \ \� \ -- �`\ \ w z I PROTECT SNOW FENCE, —" ' ----- ____-- p \ \ \ \ \ ` `\° I I i ` o n \ II REPAIR DAMAGE AT END o D\ 0 o ` 998. I I ,� \ ; ` --- \ I `\ I -\N A \ III OF EACH WORK DAY as \ \ D m \\ ' '-- - O 1\, O\`♦ p- / ��S 5 �, O \ — ° `\ PROTECT TREE ,,_--- 3 --m _ - ` -- `\ `- \- w ' 1 'I I `\ \ I r 10/ I -`, .d. ° ' `\ d `\ \`\ x ��rx`1\\\ x / x xx PROTECT PLAYGROUND AND EXISTING 0 — - -- RETAINING WALLcb I\ \I I 1001 A� I\ `\ `\ `\ 1 1 i' \ y �� \\ \r� \ 9) SHARON HINDE 2731 ROSEWOOD LN 00- \1 I \ I \ ` v Ct� \�`97 1 \ i \\a� 999 �--- _� 1 \\\\\ C / . sh \ ' ---- --- --- - 998 - I III �+ 1 \ / / j 11 \\ `---' •'/ p � Ow�o - I � M C1-0� u CD DAVID M& NADI E L THOMPSON i /-- i i O1 1 % I \\ U1 I o PROTECT BASKETBALL 6108 BARTLETT BLVD / / \ -i/ ; ''/ i I!\\COURT \ -t- z4—xz—x�z- ---- PROTEXT & SUPPORT EX — / n % II I 1\ \\ \ �� 14 PVC WATERMAIN / ' I 1 1 I \\ / \ / \ i NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, 0 ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT �\ ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND - \� ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY ° LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. - i THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES, ° \ / SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTING UTILITIES AND FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING - 3 <\ RIGHT OF WAY AND EASEMENTS. r 99 Z 6 \ \ \\ o Q 0 25 50 HORZ. SCALE FEET O i 00 ` i i i i 1 1 _\ \ ` 6 1 I — REMOVE - ` 3+g0 i 1\ \ �+00 i / 5+00 -'- - / / / / L ` \` �— \ \\— \\ - CONCRETE -� ` r \\ — CURB &GUTTER - \ \6+00 7+00 — ` 14 PVC 14" PVCI I I EX WELL 9 LOCATION I / / \ i 6',ICIP Rb EWOOD LN PROJECT LIMITS I i i \` `. ` > —ice== --� 8" PVC / > �— —I / \ - II III A -- ---- — I _ --- _ i \ ` �� I I PROTECT EX GV — — �— �\r'" II PROTECT Q. SUPPORT - - p _ J I I (VERIFY LOC IN FIELD) \ o`- - -- 1002---`-----\\�� — -/ I \\ ` \\ II 11 \`\ �— \\\ \j \\\ \\\ 111 I rl D wA EX 8" PVC SAN MAIN _ - ----------- % i PROTECT & SUPPORT :� i l li i III o I �I; I WOOD FENCE Z y ' — —I� II I I n o }BIT MIIVOU� z A o BITU INOUs DI VE\1/AYI Iml v II ° DRI EWAY TANNY & SUN JANG �— — 6048 EVERGREEN RD ----- _ _ -- - - 997 ---- v 0 I / -`\ 0I 0 I II \I 0° I \III I ° ---- - / 994 ---- \ ° \\ `\\ e \ K J & A M JOHNSON it III I ° - --' / / `, \ °\ .� \ ��o \ \ ` `\ 6047 EVERGREEN RD I i III I I� G°�G-D�/ 990 ° A II \ I0 z ----- II / - °J 1 °0 I I I D� rn I rn III — II D G-D G-D BERNICE M JOLICOEUR JAMES MCINTYRE ETAL rIT 1 11 I I� I� MARY ANN DICKER OCAB TR PATRICIA A BRIGGS 6037 EVERGREEN RD 61�uMINoy s 1zl I n \ 6090 BARTLETT BLVD 6081 RUSTICWOOD RD 6086 RUSTICWOOD RD DRIVEWAY II'll _ II /Yy I ter/ I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. ISSUED FOR DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET PROFESSIO NAL ENG IN EER U NDER TH E LAWS OF TH E STATE OF M I NNESOTA. BO LTO N DRAWN CHASKA, MN 55318 KLB WATER TREATMENT FACILITY & M E N K Phone: 448-2.04 CHECKED Email: Chaska@b@bolton-menmenk.com MSB MATTHEW S BAUMAN ® www.bolton-menk.com CLIENT PR°J.NO. EXISTING CONDITIONS & REMOVALS PLAN UC.NO. 51323 DATE MM/DD/YYYY 24X135320000 74 O I II II a WELL 8 IND SCHOOL DIST NO 277 v I o/ INFILTRATION BASIN \ D __ CITY OF MOUND o I ��\ / 6126 EVERGREEN RD i ° ° I r— ---- ---------------0o y i I CLEARWELL i RAIN GUARDIAN A l I I I I I I CB - 324 ' CB 325 p ° I RECLAIM TANK ; I \ \ \ I — i / �i'�77 0 ' G-D —-D� ' c MH-32 10" RAW WFROM WELL 8 MH - 1 77 �� II ' M ICI o II J DENISE ROBERT BADER <r A II � I 6116 EVERGREEN RD ^ ° I ° IIII jl� I I A \ ^ rl I I III I x x A ul `r I � ° i i +i I --- ---}GENERATOR PAD I I O I n I t\ ou — — ° ° I � I11\— \\ 1OCS - 1 xxxxxxxx A ZIEGENHAGEN n a \ V I o° & C TUFTE n 10" RAW WM STUB FOR FUTURE WELL Ix I SORBO PARK \\\ \\ PI \ I \ ( 6125 EVERGREEN RD \\ v 6112 BARTLETT BLV \ j j G / \\ V - \\ ��� FILTRATION BASIN n ; \\\\ r\ SHARON HINDE �7 0� 114" POTABLE WM I I \\ �i� I r -- \\\ 2731 ROSEWOOD LN _ - �i/ °° 10" RAW WM FROM WELL 9 // ^ I I \\\\ \\ n \ A\\ �� El �+ \\\ V N , ... 77 CV - 1 MH - B252 0 \\\ > > > _ >DAVID M & NADINE\THOMPSO 6108 BARTLETT BLVD� MH B251 >—> CB-02 CB-05 ILIxx—xxxx \ L—x .—xI xr D >— I - - - // \\ 3+00 4+00 5+00 _ 6+000 — — n \ CB-01 _ CB 03 CB-04 I I I I I I I - �' MH B249 MH 56 MH 13101 \ \ / _ __ > i--------' r—------------1> IIo no NOTE: �� I _— I I o I� ^ II — — — THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, D --- ---- WELL 9 ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT p ---_ p I - �I I - I II ° \ ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL \\ DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE i o INSTALL PERMANENT - L 1_ _ _ __ I� ^ \\ COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND o WATERMAIN TEST STATION, I \\ ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY VERIFY LOCATION WITH D , o o (D ° I I ^ III7I I \ LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ° ENGINEER IN FIELD i I IL TANNY & SUN JANG 6048 EVERGREEN RD THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES, I ^ \ / SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTING UTILITIES AND ° FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING <\ RIGHT OF WAY AND EASEMENTS. -- ° KJ&AMJOHNSON I III - I II G-DGD� D \ \ \ 6047 EVERGREEN RD I II II \ \\� ^ 3 � \--------------- -------------- D D D I A n II /D GD G°� O BERNICE M JOLICOEUR JAMES MCINTYRE ETAL I--�II I I� 10 MARY ANN DICKE R OCAB TR PATRICIA A BRIGGS 6037 EVERGREEN RD I I II I ^ y 6090 BARTLETT BLVD 6081 RUSTICWOOD RD 6086 RUSTICWOOD RDD IL D DESIGNED NO. ISSUED F DATE HEREBY CERTI FV THAT TH IS PLAN, SPECIFICATION, OR REPORT WAS PREPARED n BV ME OR UNDER MV DIRECT SUPERVISION ANDTHATIAMADULV LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET SPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA. �O LTO N DRAWN KLB T o zs so CHASKA, MN ss318 WATER TREATMENT FACILITY 2.05 HORZ. Phone:'952) 448-8838 D SCALE FEET Email: Chaska@bolton-menk.com aeaeD MSB MATTHEW S BAUMAN ® M E N K LOCATION PLAN www.bolton-menk.com Iton-men k. com CLIENT PROJ. NO. UC.NO. 51323 DATE MM/DD/YYYY 24X135320000 75 2 Or. ° + + CB 02 CB 12 P 03 p ° ° ° ° I m n (( ° n �., z ° ��� ��� , ,3n\ao DDT NT \\Z , DENISE ROBERT BADER 6116 EVERGREEN RD o ^ �Z� oZ '° )ou ou m m z o SEE RIGHT p ® OCS - 1 m a � z\\\ \\ v ��� — —x—x—x—x—x z �x \\\ V � ° WELL P � —� � �—c \ I ° d Lu O D v p Ix SORBO PARK \\\ \\ Iv ( 6125 EVERGREEN RD \\\ \\\ G \ Q MH B2511 A° ^ \\\\ �U' - I V)00 I \\��I\ i j I\ \\\ SHARON HINDE 2731 ROSEWOOD LN 1+0 _ 1011WM n N � 411 WWR B N I p / i/ e Z O m° I \\\ Q \\\ �I z N CV 1 I o D \\\ \\\ I o V—,—,n + I a p CB-02 = _ _ X—X L=—"—"x_„— —„—x \— o N _ o 00 3+00 CB-03 Z 211 NP 1 EA - 14"X4" TEE m ° I 1 EA - 4" GV & BOX LL u 5+00 6+00 —J R O 411 �� SL (V RI 4" DIP, CL 52 (VERIFY LOC WITH MECH PLANS) H ° ) o " w 0 _ X 1 E 0 4 WM 00 - +00— I l FX 14"W/M 7 0 ia" P0 — ia° Pvc� l - II 1 EA - 14 II X10 REDUCER 16 WW B B B B - CB-01 " CB 12 RCP M 01 _ 6" cIP _ -EX 8" SAN _ B B B B �� CB-04 s Pvc /� 1 EA 14" 45° BEND 1 EA - CONNECT TO EX WM 1 EA - 14" BV & BOX r - —` - - MH B249 - II A III �. no 1Q, �+ 8" PVC 1+00 MH B252 (VERIFY LOC & ELEV) \ / n NOTE: I Q ` ° 0+00 �GLk. MH - B253 2+00 �� 1 EA - 14" 450 BEND - THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, II ` n + ° ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT II 1411 WM I� ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL- DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE II 1 EA - 14" 450 BEND 1 EA 14" 450 BEND M D o ° COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND BITUMINOUS ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY I�i DRIVEWAY POTABLE WATERMAIN ° O ° 0 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ° 1 I 0—I IK I �� TANNY & SUN JANG 1 EA - HYDRANT Ir THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES, I� 6048 EVERGREEN RD 1 EA - 6" GV &BOX 1 EA - 14"X6" TEE SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTING UTILITIES AND 11 � � ° FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING 1 0 POTABLE WATERMAIN RIGHT OF WAY AND EASEMENTS. 17 LF 6" DIP, CL 52 \ II ° a a III _ G ° G-D MH - B253 MH - B252 1005 " KI\ AMH 6251 1005 U LE ING FACE I91.918'E +5.32.2 IT _ R98.1 194.88'S 94.88"N 1000 1000 CB 04 995 = -3E-12 995 14" +IVI —AM VER1I`Y)- 990 4' S 9 ' _ MH B249 990 2 0 + 5. 3 00 ' + 1511 " = 19 1.01 8 P C CD n = MH-B101 985 + + 7 5 1 . 7' R 985 = 7 .71 E" = 6 .95 E" 199958' 980 = 980 4.6 0 975 975 ' II 970 970 71 O N M N c-I °1 Ln FO Ln � N Ln cI M Ln co °1 � O O O O Ol M � l° Co Ln O l° � Ol °1 c6 I� ci O c6 ci O °1 ci O O O O O O OO N OO O M OO 0 N O Co c6 O I� O n n O 6 n 6 6 Lf 6 4 Ln N Lf ci 4 m O n c6 6 lul 4 o N c-I O °1 4m 965 m 0) � m 2m � , � � m m m 965m 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 0 25 50 0 5 10 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIO NAL ENG IN EER U NDER TH E LAWS OF TH E STATE OF M I NNESOTA. 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 BO LTO N DESIGNED KLB NO. ISSUED FOR DATE CITY OF MOUND, MN SHEET A REVIEW 03/03/2026 DRAWN HORZ. VERT. Phone: (952) 448-88382.06 KLB WATER TREATMENT FACILITY a�eaeD MSB SCALE FEET SCALE FEET M E N K Email: Chaska@bolton-menk.com WS51323 51323 MM/DD/YYYY ® www.bolton-menk.com CLIENT PROJ. NO. POTABLE WATERMAIN PLAN & PROFILE IC.NO.MAT LIc.No. DATE 24X135320000 WIN 2 0� ° v IF ° ° + CB 02 CB 03 12 P p ° ° ° ° I m n (( D n �., Z D ��� ��� , ,3nlao DENISE 6116 DDT UST \\Z , ROBERT BADER EVERGREEN RD ° ^ �Z� oZ —'00)ou ou m m z D SEE RIGHT a p ® v OCS 1 m a � z\\\ \\ v u,r- _ — —x—x—x—x—x z �x \\\ \\\ V � ° WELL v C P � —� � �—\ I 0 d x W O C� I OI 50 + p Ix SORBO PARK \\\ \\ Iv ( 6125 EVERGREEN RD ° \\\ \\\ Fir"G \ ( Q MH ° ° A n -IF\\\ I\ \\\�\ �j� I 1+0 V2501 10 WM n r--_—_ \\\ \ SHARON HINDE 2731 ROSEWOOD LN vvvvv�l _ N 4 WWR B p i II (:j e p m D I \\\ Q z N CV - 1 Z I o D >\\\ \\\ a 1 EA - CONNECT TO EX SAN SEWER \ O n I (VERIFY LOC & ELEV) \\\ I + 9 LF 6" PVC SDR 26 a CB 02 L —=x—, ,� — \\� Lx—"—" —` — o o — (VERIFY LOC WITH MECH PLANS) _ o 3+00 CB 03 B III m O MH - B250 I 14 LF 6" PVC SDR 26 -1 0 °C 5+00 5+00— � 6+00 7+0 R +00 — 00 O ° — (VERIFY LOC WITH MECH PLANS) I �_ °° — Lu L.IJ XX 11 ii 1 4 WM M 7 0 I �I 14" PVC n 14"PVC I I _ IL I B �I CB01 CB03 12"%R M - 01 _ 6' CIP 8'AN CB-04 8" PVC —x — — MH - B249 — — �( III o no O� D o 8" PVC 1+00 MH B252 NOTE: I o+oo /y �L MH B253 0 2+00 1— THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, I� ° + ° ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT I ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL 14„ W ��� I� DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE II °\ O M D D I COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND i(�I O BITU ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY DRI Ewav INOUB ° ° LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ° ^ TANNY & SUN JANG ° Ir THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES, I� 6048 EVERGREEN RD SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTING UTILITIES AND II ° � FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING I O SANITARY SEWER \ RIGHT OF WAY AND EASEMENTS. �I \ d G_D GD MH - B253 MH - B252 . , 1005 = '- - B251 CB-oz 1005 - „ 1 • 1 ?MH , R+ 19 4.98 8' S 194.88'N 1000 1000 CB-05 995 995 - „ Af WVI F 9 902"4 16"W "W 5 MH- B250 MH - B249 "PC A +5.3000 Pj�c =_ - = 8 .6 MH-B101 985 + 0. 1 0. z R 985 R99.4 190.18"S 199.58"E 1- 69.95 BIC W 980 1 = 980 Z17- .s D 975I'll 975 7 4' IF 970 2,11 E 970 ° E 81SA�_g-0.4707 m m 00 N 00 '-1 00 Dl ci lD 1. ci N cI m lD N Ln O N lD I� ci Ol O 11 m m O I� O Q c i O c-1 N c-1 m 0 O m 0 � O m M N Ol c-1 Ol Ol n n lD lD Ill lD lD N lD O lD Ol c-I I� n Ill Ill N N m ci O Ol 965 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m 965 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 0 25 50 0 5 10 I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BO LTO N 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 DESIGNED KLB NO. ISSUEDF DATE CITY OF MOUND, MN SHEET A REVIEW 03/03/2026 DRAWN HORZ. VERT. Phone: (952) 448-8838 KLB WATER TREATMENT FACILITY aHeaeD2.07 MSB SCALE FEET SCALE FEET M E N K Email: Chaska@bolton-menk.com MATTHEW S BAUMAN 51323 MM/DD/YYYY ®& www.bolton-menk.com CLIENT PROJ. NO. SANITARY SEWER PLAN & PROFILE LIC.NO. DATE 24X135320000 77 r:•1 975 965 m n 0+00 0 25 50 0 HORZ. VERT. SCALE FEET SCALE O 5 O � 0 0 0 01 HYDRANT 1 EA - 6" GV & BOX 1 EA - 10"X6" TEE 6 LF 6" DIP, CL 52 I � WELL 8 RAW WATERMAIN 1 EA - CONNECT TO EX WM 1 EA 10" GV &BOX (VERIFY LOC & ELEV) 1 EA - 10" 900 BEND WELL 8 RAW WATER 111 I:• r:•1 I:• 975 I I I I I I ICI I I I IL!N I I ILnIdl I I ILnIqtI I I I00IqtI I I I00I 965 1+00 2+00 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME UNDER MY DIRECT SUPERVISION AND THAT AMA DULY LICENSED gp LTO N 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. & M ENK FEET MATTHEW S BAUMAN UC.NO. 51323 DATE MM/DD/YYYY WM 1 EA - 10" 900 BEND \\i. • �• 1Pin I I Fog 1 1 EA - 10" 900 BEND 00 0 m 8 d + B m_ B B B B B B B B � ` 8" PVC 1+0o MH B252 MH B253 2+00 I ~ I 14" WM "/e/ 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 Plone: '952)448-8838 Email: Chaska@bolton-menk.com www.bolton-menk.com 1005 995 r:•1 975 N 965 0+00 DRAWN KLB CHECKED MSB CUENT PROI. NO. 24X135320000 0 WELLS o 1 EA - 10" 900 BEND 0 0 0 0 NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES, SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTING UTILITIES AND FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING RIGHT OF WAY AND EASEMENTS. WELL 9 RAW WATER 1005 1000 401M. ■n1■■■■■■■1■■■■■ MO I:• •'1 975 IF1Fi■■■F1Fi■■■F1Fi■■■Fl � ■■■F1Fi■■■��Fi■■■■ '� 11 11 t SHEET 2.08 78 O 0 ,o r MH B253 v V I zo I m V m I — I o V n a MH - B252 8" PVC ° o / \\\ o+ I I I EX 14" WM 1 \ \\\ CB-01 12 Rut - NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES, SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTING UTILITIES AND FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING RIGHT OF WAY AND EASEMENTS. 31\ \ M10 0 25 50 0 HORZ. VERT. SCALE FEET SCALE 5 1010 1005 1000 995 ••1 ••1 0 I I PVC I I I 4 1 ' � ■■■F1 � ■■■F1 � ■■■F1 � ■■■F1 � ■■■F1 � 1 1 11 11 G O 0 CB-0: 0 6" DT 1 r III D D z N m IIII 11j1 1 i M3Na0l \ �Q� J Z� �?� oz / �0 bu Ou mLlo m + >o II\ \m Z m> C\1\ \\\ r i " 1\1 1 w O O F x x x x x OCS 1 �'x �\\\ D O z Lu Ix \ \\1 \ z O _ ° \\\ Q m n \ o \\\ \ I N N I I I I I I 2+00 12"E�C�4'- WM -/7 �r-7;< k ,v 212MANE ��;rA1zMm BME UNDER MY DIRECT SUPERVISION AND THAT AMA DULY LICENSED gO LTO N 10 PROFESSIONAL OFESSISI ONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ii FEET MATTHEW S BAUMAN & M ENK Dc.NO. 51323 DATE MM/DD/YYYY 2+00 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 Phone: (952) 448-8838 Email: Chaska@bolton-menk.com www.bolton-menk.com I r — — — I \��\ Q \� v\I/ 4.4 CY, CL 3 RIB RAP s c \\\ nl \\\ ru - 1 > > I \\\ \\\ I o \` L— B 05 xx L—x.—x." — \\ — — 0�— — — — II MH-B250 --_ —al I 14" PVC i - 0 14" PVC 6"iCIP i CB- 4 > > 8" PVC > > —x x— — MH B249 r —I MH B101 no -- I I > II ° of vij —_ yz I awBDRV NODS IAI rnn BITU INOUS Z ----- — �I it I� DRI EWAY c=; Off Lu II ®I 00 n Z 't K J& A M JOHNS�N I �� I Ir 6047 EVERGRELN RD I j A II o Eli 3+00 0-w OR rt 1010 11010 1005 11005 1000 11000 995 I 995 ••1 ••1 .; a"TIME I e mm 975 I 975 1005 " 1000 995 990 985 980 975 970 0+70 CITY OF MOUND, MN WATER TREATMENT FACILITY STORM SEWER PLAN & PROFILE SHEET 2.09 79 M 8" PVr 0 C r-. � F ��`+� ►�rl��voll ° r.� � 1v 0 0 CB-02 990 cV -1 o+jr I 985 2 1"RP @ 0. 4 ° 980 975 970 965 960 955 9M WIN 6" DT CLEAN O W �� Ao� o 0 CITY OF MOUND 6126 EVERGREEN RD EX 10 RAWWM�_ /// // ^ CV-94 1 EA - CONNECT TO EX STORM STRUCTURE CB 324 / CB - 325 _ — Xd2 S G- G-D MH - 32 MH 1 77 IIII o III II' oz I I III I I V I O m I I ^III I I 02 SOPARK VERGREEN RD ° III g it I d DENISE ROBERT BADER 61 IIII III I 6116 EVERGREEN RD ^III III \ NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN I s ^ III jll - ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT D- Z III I \ ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL Z I I III I x �x� W IIII I L� �x_ DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE cj+ COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND III III Min\a� a a Z T ^III Ilg\ v _ J ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY M z M o Z o bu ou z - _ — LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. M G)8 fir^ + D O II\ \m OCS - 1 xx x r L x \\\ \\ 1 � xxx�.�^ p F -- — — - - - 1\ G) Al 0- 6" Dj I Z j o> ^\\\\ 2 \\\\ n D o I 05 Lx—x x x x x X xxx—�xi—x x^ 92! Tin L MWE't'INMEN MENEEME© SEENEENZ SHARON HINDE 2731 ROSEWOOD LN 0 �•1 I:' 1'1 975 Ir • I: • f. 955 THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES, SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTING UTILITIES AND FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING RIGHT OF WAY AND EASEMENTS. L!1 00 l0 L!1 l0co Lr; ci L!1 L!1 (17 N c-I o 00 I� 6 I� L!1 950 mm mm mm mm m m m m m m m m m m 950 0+00 1+00 2+00 3+00 4+00 I HEREBY CERTIFYTHATTHIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. ISSUEDF DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET 0 25 50 0 5 10 PROFESSIO NAL ENG IN EER U NDER TH E LAWS OF TH E STATE OF M I NNESOTA. BO LTO N MDRAWN CHASKA, N 55318 KLB WATER TREATMENT FACILITY HORZ. VERT. Phone: (952) 448-8838 CHECKED 2.10 SCALE FEET SCALE FEET MSB MATTHEW S BAUMAN ®& M E N K Email: Chaska@bolton-menk.com 51323 MM/DD/YYYY www.bolton-menk.com OJENTPRD,.NO. STORM SEWER PLAN & PROFILE LIC.NO. DATE 24X135320000 0 S TORMWATER POLLUTION PREVENTION PLAN (SWPPP) WATER TREATMENT PLANT - 2026 CITY OF MOUND HENNEPIN COUNTY, MINNESOTA T LOCATION RESPONSIBLE PARTIES: The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection and maintenance of the erosion prevention and sediment control BMPs. A Construction SWPPP Manager must be available for an on -site inspection within 72 hours upon request by the MPCA. COMPANY CONTACT PERSON PHONE OWNER: CITY OF MOUND RYAN PRICH 952-472-0614 SWPPP DESIGNER: Bolton & Menk, Inc. MIKE SHEEHAN 612-427-6695 CONTRACTOR: TBD TBD TBD CONSTRUCTION SWPPP MANAGER: TBD TBD TBD PARTY RESPONSIBLE FOR LONG TERM O&M: CITY OF MOUND RYAN PRICH 952-472-0614 The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This information shall be kept up to date until the project NOT is filed. ADDITIONAL COMPENSATION Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of BMPs to accommodate Contractor phasing. DOCUMENT RETENTION Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1. The expected amount, frequency, intensity, and duration of precipitation. 2. The nature of stormwater runoff and run-on at the site 3. Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4. The range of soil particle sizes expected to be present on the site. Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in digital format upon written request to the Engineer. m Ln 0 N 0 0 2i I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MATTHEW S BAUMAN Llc. No. 51323 DATE MM/DD/YYYY C C OR PROJECT AREAS: Total Project Size (disturbed area) _ Existing area of impervious surface = Post construction area of impervious surface = Total new impervious surface area created = Planned Construction Start Date: Estimated Construction Completion Date: 1-MILE BOUNDARY PROJECT BOUNDARY IMPAIRED WATERS SPECIAL OR PROTECTED WATERS NATIONAL WETLANDS INVENTORY RECEIVING WATERS 5.1 ACRES 0.1 ACRES 1.0 ACRES 0.9 ACRES 05/04/2027 10/29/2027 PERMANENT STORMWATER MANAGEMENT SYSTEM: Type of storm water management used if more than 1 acre of new impervious surface is created: Wet Sedimentation Basin X Infiltration/Filtration Regional Pond Permanent Stormwater Management Not Required PROJECT LOCATION. COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE HENNEPIN 117 24 23 44.9267° -93.67960 BMP SUMMARY QUANTITY UNIT FILTRATION BASIN 5,002 CF INFILTRATION BASIN 880 CF DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT: Construction activities include: Site grading, sanitary sewer and water main extensions, temporary erosion and sediment control, permanent stabilization, building construction, and water well installation. Stormwater currently flows north to unnamed lake, west to unnamed wetland, and southeast overland. After construction is complete stormwater will flow west to unnamed wetland and southeast overland. Impverious surfaces will flow north to a filtration basin and infiltration basin North of Evergreen Road, before entering the unnamed lake. This project includes the following stormwater management BMPs: filtration basin on site and infiltration basin north or Evergreen Road. QBOLTON & MENK 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 Phone: (952) 448-8838 Email: Chaska@bolton-menk.com www.bolton-menk.com a� �.�._ }�/ I , I44 I x� rl i� �_- k\s_L,�'r- ■ ■ ■ 1 i Y 1 ■ I 95 y- -,� " III am miged a it 10 31, 11 1 ► 1 �- i- "�4J ■ 4■■ J ���1 ,.a 7� y'• •'� i - - �. � I lltf � J j �� k'-- ■ �`_' f �� �'I^ .— _ . I f js D.j'Cr y��, } ; 1j •� .}�i r ~l'+f j s .ak 4A; f� '�� �1"'1 '�± � � �� -- � ■� ,-u` y .�` -I IF � y' ��,� � F ,`� i � I J J I �f.V - _--_ y �`.: ' Via. -�-■} { I �� .. r }'' f ■ Y;'� JI , -PROJECT --.----� = RECEIVING _ �-��. , °t, '.��- �- , _ - LO CAT I O N �1 - - - = -- WATERS - _ - - - - ■I I —ff _ ./ r � - L. 1 � kt r J� �'':��...�_ f• ' r �•a�•4'J. �� , � I � f - � �`- oLI _ Y` ti -' • � I 7 ■ I 1i , r e f �` A 1, 1. ,�,' ►�� 1 jl 1 O r - ■ -'�.� ■ ■ . ■ i ' —4 — — — — — - '— 1 I ' I� r ■ ■ ■ . kti J — _J .0 !_7 01 71 A. — T1 ■ — yg� — �- — — .— — — 4�w� ♦ ` �. ors �4 I■ —.4— ` �;!— —1� �— -�t — — -. — — — — — .� • � � `� � — - — = ~�-: — — — ' � — � — — — — — -- — — — 7'' off+ �• ��IA-Z3M . 11,41 r` �t�lM1�. �``—.,\ - I— I ■ err l �_.- 0_7 — - __ 55 r 5 ! ram.J jr. -- —fF — 1 MILE -, ,�,�. -�= ff- - - - BOUNDARY _# � -77 T�►,�� �' t SCZE— — — — —_FEET. <� � _ .jam%� ,,,� - ':0,�7�-_.`��_� _ � - �--.+ f ��- �� : : � ■� r ■r } r *� Ji _X 1� RECEIVING WATERS: Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1-mile of the project boundary are identified on the USGS 7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to construction activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated. TYPE (ditch, pond, Special, Prohibited, Flows to Impaired USEPA Approved NAME OF WATER BODY wetland, lake, etc.) Restricted Water' Water Within 1-Mile 2 Construction Related TMDL UNNAMED WETLAND WEST WETLAND N N N UNNAMED LAKE NORTH LAKE N N N LANGDON LAKE LAKE N Y NUTRIENTS 'Special, prohibited, and restricted waters are listed in Section 23 of the MN Construction Stormwater General Permit (MNR100001). 2 Identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. 3 Construction Related TMDLs include those related to: phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan meeting the minimum requirements of Section 1717 of the Minnesota Standard Specifications for Construction. 1) Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to: Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion & Sediment Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes. 2) Install perimeter sediment control, inlet protection, and construction exit. 3) Construction of proposed access road. 4) Construction of water treatment building. 5) Well boring for City use. 6) Add additional temporary BMPs as necessary during construction based on inspection reports. 7) Ensure final stabilization measures are complete. 8) Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner. 9) Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is considered complete. DESIGNED KLB DRAWN KLB CHECKED MSB CLIENT PROD. NO. 24X135320000 ISSUED FOR DATE REVIEW 03/03/2026 CITY OF MOUND, MN WATER TREATMENT FACILITY SWPPP PLAN SHEET 2.11 81 Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN R100001 (Permit) as they apply to this project. All provisions of the Permit including those not specifically cited herein shall apply to this project. The Contractor is responsible to be familiar with and comply with all conditions of the permit. The full text of the Permit is available at: https://www. pca.state. mn.us/sites/defau It/files/wq-strm2-80a.pdf SWPPP AMENDMENTS AND SUBMITTALS Contractor must prepare and submit to the Engineer a SWPPP amendment as necessary to include additional Best Management Practices (BMPs) to correct problems identified or address the following situations. 1. Contact information and training documentation for Construction SWPPP Manager and BMP Installer, 2. There is a change in construction method of phasing, operation, maintenance, weather or seasonal conditions not anticipated during the design of the SWPPP including but not limited to: a. Types and/or Locations of BMPs b. Material Storage and Spill Response c. Fueling Plans d. Locations for Stockpiles, Concrete Washout, and Sanitation Facilities and e. Project Phasing 3. It is determined that the SWPPP is not achieving objectives of minimizing pollutants in stormwater discharges associated with construction activity, or 4. The SWPPP is not consistent with the terms and conditions of the permit. The Contractor may implement SWPPP amendments immediately and is not required to wait for Engineer review of the submittal. The responsibility for completeness of SWPPP amendments and compliance with the Permit lies with the Contractor. Review, comment, or lack of comment by the Engineer on a SWPPP amendment shall not absolve the responsibilities of the Contractor in any way. If a change order is issued for a design change the SWPPP amendment will be prepared by the Engineer and included in the change order. In addition to SWPPP amendments, the Contractor shall submit to the Engineer Weekly Erosion and Sediment Control Schedule meeting the requirements of MnDOT 1717. The Contractor shall keep copies of all SWPPP amendments, Weekly Erosion and Sediment Control Schedules, inspection logs, and maintenance logs with the field copy of the SWPPP. A PDF copy of these documents will be provided along with a copy of the final Field Copy of the SWPPP to the Engineer along with the signed Notice of Termination when final stabilization is complete. EROSION PREVENTION PRACTICES Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity dissipation devices shall be used at outlets within and along the length of any constructed conveyance channel. The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of connection. Temporary or permanent ditches or swales used as sediment containment during construction do not need to be stabilized during temporary period of use and shall be stabilized within 24 hours after no longer used as sediment containment. Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of the wetted perimeter of a temporary or permanent drainage ditch or swale section with a continuous slope of greater than 2 percent. Energy dissipation shall be installed at all temporary or permanent pipe outlets within 24 hours of connection to a surface water or permanent stormwater treatment system. The Contractor shall phase construction and use construction methods to the extent practical to minimize exposed soils. The project phasing shall be documented in the Weekly Erosion and Sediment Control Schedule. SEDIMENT CONTROL PRACTICES Down gradient BMPs including perimeter BMPs must be in place before up gradient land- disturbing activities begin and shall remain in place until final stabilization. All BMPs that have been adjusted or removed to accommodate short-term activities shall be re -installed or replaced the earlier of the end of the work day or before the next precipitation event even if the activity is not complete. Inlet BMPs may be removed for specific safety concerns. The BMPs shall be replaced as soon as the safety concern is resolved The removal shall be documented in the SWPPP as a SWPPP amendment. Temporary stockpiles must have sediment control BMPs. The Contractor shall prepare and submit to the Engineer a SWPPP amendment showing the location of temporary stockpiles and the BMPs for each stockpile. The SWPPP amendment must meet the minimum requirements of Section 9 of the Permit. Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil compaction or topsoil stripping. The use of polymers, flocculants, or other sedimentation treatment chemicals are not proposed as part of this SWPPP as designed by the Engineer. If methods or phasing of construction require the use of any of these chemicals, the Contractor shall prepare and submit to the Engineer a SWPPP amendment that meets the minimum requirements of Section 9 of the Permit. TEMPORARY SEDIMENTATION BASINS A temporary sedimentation basin has not been included in this SWPPP as designed by the Engineer. If a basin is later determined to be desirable or necessary the Contractor shall prepare and submit to the Engineer a SWPPP amendment. Temporary sedimentation basins shall meet or exceed the minimum requirements of Section 14 of the Permit and shall include a basin draining plan meeting or exceeding the minimum requirements of Section 10 of the Permit. Where the site discharges to Special and/or Impaired Waters the SWPPP amendment shall also meet or exceed the minimum requirements of Section 23 of the permit. DEWATERING A dewatering plan has not been included in this SWPPP as designed by the Engineer. If dewatering is required for this project, the Contractor shall prepare and submit to the Engineer a SWPPP amendment. All dewatering shall meet or exceed the minimum requirements of Section 10 of the Permit. POLLUTION PREVENTION Products and materials that have the potential to leach pollutants that are stored on the site must be stored in a manner designed to minimize contact with stormwater. Materials that are not a source of potential contamination to stormwater or that are designed for exposure to stormwater are not required to be covered. Hazardous materials including but not limited to pesticides, fertilizer, petroleum products, curing compounds and toxic waste must be properly stored and protected from stormwater exposure as recommended by the manufacturer in an access restricted area. Solid waste must be stored, collected and disposed of in compliance with Minnesota Administrative Rules Chapter 7035. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. CH 7041. Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. No engine degreasing is allowed on site. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. The Contractor shall prepare and submit a SWPPP amendment detailing the location and BMPs proposed for storage of materials, solid waste, portable toilets, and exterior vehicle or equipment washing on the site. The SWPPP amendment shall include a spill prevention and response plan that is appropriate for the materials proposed to be on the site. The SWPPP amendment shall meet or exceed the minimum requirements of Section 12 of the Permit. INSPECTION & MAINTENANCE A trained person shall routinely inspect the entire construction site at the time interval indicated on this sheet of the SWPPP during active construction and within 24-hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection that occurs within 24-hours after a rainfall event, the next inspection must be conducted at the time interval indicated in the Receiving Waters Table found on the SITE PLAN AND INFORMATION SHEET of the SWPPP. All inspections and maintenance conducted during construction must be recorded on the day it is completed and must be retained with the SWPPP. Inspection report forms are available in the Project Specifications. Inspection report forms other than those provided shall be approved by the engineer. The Contractor may request a change in inspection schedule for the following conditions: a. Inspections of areas with permanent cover to be reduced to once per month, b. Inspections of areas that have permanent cover and have had no construction activity for 12 months to be suspended until construction resumes, c. Inspections of areas where construction is suspended due to frozen ground conditions, inspections to be suspended until the earlier of within 24 hours of runoff occurring, or upon resuming construction. No change in inspection schedule shall occur until authorized by the Engineer. Inspections must include: 1. All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and effectiveness. 2. Surface waters, including drainage ditches and conveyance systems for evidence of erosion and sediment deposition. 3. Construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for sedimentation from erosion or tracked sediment from vehicles. 4. Infiltration areas to ensure that no sediment from ongoing construction activity is reaching the infiltration area and that equipment is not being driven across the infiltration area. All non-functioning BMPs and those BMPs where sediment reaches one-half (1/2) of the depth of the BMP, or in the case of sediment basins one-half (1/2) of the storage volume, must be repaired, replaced, or supplemented by the end of the next business day after discovery, or as soon as field conditions allow. Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow. Any sediment that escapes the site must be removed and the area stabilized within 7 calendar days of discovery unless precluded by legal, regulatory, or physical access in which case the work shall be completed within 7 calendar days of authorization. Paved surfaces such as streets shall have any escaped or tracked sediment removed by the end of the day that it is discovered. Sediment release, other than paved surfaces that can be cleaned up with street sweeping shall be reported immediately upon discovery to the Engineer. PUBLIC WATER RESTRICTIONS: For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all exposed soil areas that are within 200 feet of the water's edge, and drain to these waters must complete stabilization within 24-hours during the time period. MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by an Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not required. There is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and the water is later designated as infested, the Contractor shall halt all work covered by the MN DNR Permit until an Infested Waters Permit is obtained or that written notification is obtained stating that such permit is not required. FINAL STABILIZATION Final Stabilization is not complete until all the following requirements have been met: 1. Substantial Completion has been reached and no ground disturbing activities are anticipated. 2. Permanent cover has been installed with an established minimum uniform perennial vegetation density of 70 percent of its expected final growth. Vegetation is not required in areas where no vegetation is proposed by this project such as impervious surfaces or the base of a sand filter. 3. Accumulated sediment has been removed from all permanent stormwater treatment systems as necessary to ensure the system is operating as designed. 4. All sediment has been removed from conveyance systems 5. All temporary synthetic erosion prevention and sediment control BMPs have been removed. BMPs designated on the SWPPP to remain to decompose on -site may remain. 6. For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 7. For agricultural land only (e.g., pipelines across cropland), the disturbed land must be returned to its preconstruction agricultural use prior to submitting the NOT. SITE STABILIZATION COMPLETION: Stabilization of exposed soils shall begin immediately and shall be completed after the construction activity has temporarily or 14 calendar days permanently ceased no later than: SITE INSPECTION INTERVAL: A trained person shall routinely inspect the entire construction 7 calendar days site during active construction at an interval of no more than: SPECIAL ENVIRONMENTAL CONSIDERATIONS AND PERMITS: 1) Was an environmental review required for this project or any part of a common plan of development NO or sale that includes all or any portion of this project? 2) Does any portion of the site have the potential to affect threatened or endangered species or their NO critical habitat? 3) Does any portion of this site discharge to a Calcareous fen. NO 4) Will any portion of the site potentially affect properties listed on the National Register of Historic Places NO or a known or discovered archeological site? 5) Have any Karst features have been identified in the project vicinity? NO 6) Is compliance with temporary or permanent stormwater management design requirements infeasible YES for this project? 7) Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to NO during fish spawning? TYPE OF PERMIT PERMITTING AGENCY PERMIT STATUS AND CONDITIONS Construction Stormwater NPDES MPCA IN PROGRESS WATER PERMIT MDH IN PROGRESS STORMWATER & EROSION PERMIT MCWD IN PROGRESS SWPPP DESIGNER TRAINING DOCUMENTATION: University of Minnesota Michael Sheehan Design of Construction SWPPP (May 31 2026) HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED """""' "' "' SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �O LTO N DRAWN CHASKA, MN 55318 KLB WATER TREATMENT FACILITY & M E N K Phone: @b 448-men 2.12 CHECKED MATTHEW S BAUMAN ® Email: Chaska@bolton-menk.com MSB 51323 MM/DD/YYYY www.bolton-menk.com CUENTPRD,.NO. SWPPP NARRATIVE LIC.NO. DATE 24X135320000 7 17 t # 4 it +�♦�♦�., ,\ , , a = ., mow,._ rT (41 NWL AI U4A _ �b ns • "" .: i 1"�,.� ` �,' \-� :°' _ _ _ � `�\� � �.i _ • G •`, a '� �i �':"Z. IF 'I'`,� . • �,r � + e'' "` •ter r •,.. / w� f �r ram,. '' - , • ., :. � fir, _ � � . ,' j. JE 4114 , fq yew/� t r IF y_ { !�r, SIDx.. p �'C.' : ' L70D2 71 IN �,. �,a , , ►���♦♦ ®o L49A IF w- L37B,+ L J O I 0 100 200 HORZ. SCALE FEET n .-114 4 04ki I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESGNED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BO LTO N CHASKA, MN 55318 DMM 11one: (952) 448-8838 KLB 0-1& M E N K Email: Chaska@bolton-menk.com MATTHEW S BAUMAN © MSB www.bolton-menk.com QIENT PROD. NO. UCNo. 51323 DATE MM/DD/YYYY 24X135320000 LEGEND CJ PROJECT BOUNDARY SOILTYPE IMPAIRED, SPECIAL OR PROTECTED WATERS NATIONAL WETLANDS INVENTORY © DWSMA, LOW VULNERABILITY STEEP SLOPES (>33.3%) RECEIVING WATERS 0 100 200 SCALE FEET SOIL TYPE SUMMARY Map Unit Symbol Soil Name Hyd. Soil Group MUSYM MUNAME HYDGRP L3C RASSET SANDY LOAM A U4A URBAN LAND UDIPSAMMENTS A L70D2 LESTER-MALARDI COMPLEX B L49A KLOSSNER SOILS, DEPRESSIONAL B/D L37B ANGUS LOAM C LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION SHEET NO. SITE MAP 2.05 DIRECTION OF FLOW 2.15 FINAL STABILIZATION 2.14 SOILS 2.13 DRAINAGE STRUCTURES 1.13 DRAINAGE TABULATION C2.10 STORM SEWER PLAN & PROFILE SHEETS 2.09 - 2.10 EROSION & SEDIMENT CONTROL DETAILS 2.14 EROSION CONTROL TABULATION 2.11 TURF ESTABLISHMENT TABULATION C2.XX NARRATIVE & NOTES 2.11 - 2.12 CITY OF MOUND, MN WATER TREATMENT FACILITY SWPPP SOILS SHEET 2.13 d ' ° A ZIEGENHAGEN & CAT 6112 BARTLETT BLV —77 \ / // ,v ° 0 u►I.IIYy:role] a.]F9ski 111111311RAFrA 33 ) CID I ' ---- D I N / It - ' c0c,- ---------- ,�--_----- -------' --' / ~ , v- -----' �� TD - 9 + + + ---r + + ++ + + + + +++ +�+++++++++++ +988 + + + + fi+ 996 -+ + + + 99'L + -+-4 + + +� + + + + t' + + +--+ -� + + + + + + + + + +,'+ + I ; , `' --------------- - `b� +--+ + + + ,+" + `+' + +, +' + + + -� + + + + + , F + +''+ + + + + + + + -+- + + +I + + I+ +. I „ 7 I J--/' j/ o- + + +'+ + + + +'++ .+!Fri 998+ + + + + + + + + + I I I I I�—I j �1`b ►��I►,�j �►��.�������� III Ji ♦�'� 1►►r.ww��.*,.. ,.� =� ,� ivy �SCRBO PARK ����►`�►=j 7. + + + + + + + + _-_- + + + + + + + + + + ++ - --_--- - - 10p2 9-8 - 7 pp+_ + - -9 +86 ° - -_ + + + + — 1 _ _ -_ + v v 1vf p t -+-" �Ch\�i9+ �/ V V V V 1�� v \ t}+*+ _ _, t + +'I + +,'t t +,'+ t t,' ++ff t� 3 vv�V v vvv v v v �7 \ / •• 1j/L- x , , t t Illhhh t xt t,'t t ti t/t , \ / 9 + ��� �•• + + + I+ + + + + + + DAVID M & NADINE\THOMPSO + ---- �� / '`-"-" ;_--�--•--=-L---=-�--- - �� 6108 BARTLETT BLVD� / / � ° —� _.�.._. \'� �� / i , .. .._.._�_- �::_ -_- :.�`�'_�•_. _ -'•ram-• -z i_I� \ / NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, / ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT 7. 7._-_ \ ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL .9.95=" .... rG' i / DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE ••-••-••-••-••-••-••-••-••,••-••-••-••-••-••-••-••-••-••-••-••-••-••=•• •• ' ti0 o _1.r- ,/ COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND - - + + + + + + + + -••-•• ••-• ��"- s� I ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY 0--_ t -_- ' .. .. + + _,._.._.._..�____. _ rn LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.— \-- --- � \ \ `� 996 i i II I \\ THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES, 999 ° o - lOOj \ SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTING UTILITIES AND \\ FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING \ RIGHT OF WAY AND EASEMENTS. \ ----- - --- e 1000 / / 8 VICKYSEYMOUR \\�\ - - _, ° <6100 BARTLETT BLVD Qy 01 v \ \\ ° 996 - / \ \ �C �Q 0 0 HORZ. SCALE O BERNICE M JOLICOEUR PATRICIA A A BRIGGS 6090 BARTLETT BLVD MARY ANN DICKER OCAB TR 6081 RUSTICWOOD RD 6086 RUSTICWOOD RD I HEREBY CERTIFYTHATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME SI UNDER MY ENGINEERCT HE LA NA F THAT ATE F ULY MINNESOTA.D B O LTO N 2638 SHADOW LANE,SUITEE 200 2r, 50 PROFESSIONAL ENGINEERUNDERTHELAWSOFTHE STATEOFMINNESOTA. CHASKA,MNSS318 11one: '952) 448-8838 FEET MATTHEW S BAUMAN ® & M E N K Email: Chaska@bolton-menk.com UC.NO. 51323 DATE MM/DD/YYYY www.bolton-menk.com SIR CITY OF MOUND 6126 EVERGREEN RD C— \ I�?WITH ENGINEER APPROVED METHOD WHEN NOT IN I I USE. AT THE END OF THE PROJECT, CONTRACTOR \ \ \ II SHALL RESTORE THE AREA WITH 6" PULVERIZED \ IIITOPSOIL AND HYDROMUCH WITH RESIDENTIAL IIITURFGRASS ISEED MIX \ 9' lou °u — �I � x �x xxx / 00 \\\ � I00 �IvN\\\ \��V -- ��, /I II , A I SHARON HINDE 2731 ROSEWOOD LN — — \� o I Rb EWOOD LN LEGEND MS MACHINE SLICED SILT FENCE RIP RAP vvvvvvvv vvvvvvvv vvvvvvvv CAT 20 WITH WET DITCH MIX INLET PROTECTION HYDROMULCH WITH DITCH CHECK - BIOLOG ------------' MESIC INSLOPE MIX v CULVERT/ PIPE PROTECTION + + + + + + HYDROMULCH WITH SOUTHERN EXISTING/PROPOSED DRAINAGE FLOW + + + + + + + + + + + + TALLGRASS ROADSIDE MIX STABILIZED CONSTRUCTION EXIT HYDROMULCH WITH RESIDENTIAL TURFGRASS MIX KLB A REVIEW DRAWN KLB CHECKED MSB CLIENT PROJ. NO. 24X135320000 6037 EVERGREEN RD I I ^ I� y I r/, CITY OF MOUND, MN WATER TREATMENT FACILITY EROSION CONTROL SHEET 2.14 84 IND SCHOOL DIST NO 277 1 A9 It" - _ / _ _ _ _ ° ,• ,, / --�,I �r\ i/ I n '—___— i— ---_982 ____ D I I I I I I \ 1` II II` \ 11 / II 11 I /nll 11 ' \` I I / CITY OF MOUND - I — _ = = = ; \ I//o I 6126 EVERGREEN RD 986 - ,_ T- , ,, /I— _ �=---- \ \ � �1 I� \ 1 � \ `(�q�,/-, � �� � / / / 986 _ ° ° / / ° --- ' ,' ,� ,/ ; \ \ 1 1 ' 1 \ 1 1 \ \ \� .\ \ \\ .`7 / / / 6 1t \II'I / 4 -- ------ -- r' / T _ ---' T ,-' .� _ ' col i p i f 983 _-------- _ ---- - / / °/ / .' u ,/ � / °l �� 1 �1 / [�h / ` ---- 990 -' / ''--------- 7°F---- °l // `` ------ ---- '' ,- 991 --------- ° - __ _---- �— 9. �—I ��� �f�`� -- I I / , I III I I \ --- // , C, T -------I / Iti / / 11 //�/ �� , ,'/ ------------ i ° ; `i / /IiiIi It i i i i _ / / — — — — — — — — — — — — — — — l—'' -'''// //�// / ��' 1000 .������ , I 1 1 I / IIII I / .�(, � , \ , � , 1 \ , 1 I I , / / %�� /I � // I\\ � INFILTRATION BASIN ` \\ i ° i i BOTTOM EL = 974.00 D ° - ------ - I , OVERFLOW EL = 975.75 995 ° ° ` � , \ \ / I I I \ ' i' I I 1 /Y I1 I 100-YR WES = 976.28 I _ i \\ i lI 996,yar— / , \ . \ 1 I I I I I I I I / I I / , _----�_—''"-----' \ \ 1 \ I 1 1 I I I 1 1 ` i'f I I DO 001.50 / \ \ O�O I \ I l % I IIII 1 I i �i' I 1 ��i' /II 1O III I� I II , 1 1 1 I I 1 I I \ � /� I / II 11 I I I I II II''' d I I \`� II 0�0 yi ' `\ " ' II �Ic lil �I� ; I 1 1 I I ' I b DENISE ROBERT BADER I D �---- % / '-- - 1001.50 ` I / i `I \\\\ \ I ` 11 � '' ' I � II ° I �' I I -- 1---- / I' I f i s II '/ I 6116 EVERGREEN RD I I I �� 998 — ° \ I \ SORB PARK ' ` ICI I! I I i I I I M E 1 - F 9 \ I \\ \ \ m I \ 6125 E\ RGRE{EN RD to0IIII I II p ® I\ \ / 1 1100\ \ rn\\\\o \\\ II i o 2 0 _- /�5 ° o\ \ \ \\rn\\\\9\.`` - .I I II II /001.49 �•. I `� ,,° -__ - _� -__ / \� •. ` \ \` ` \ \ ° e o __ __ I `, I I rn \ `\ `, II III -___- \ I \\)' I \\\ a � _ N `. I' 9 I �► 1 _ &S \ \ lou ou ` 1001.22 0 � _ _ �00� _ I \\` \`- ` � /' �) // / I \\ ` �___ \\\�� � `\ \\\\ \ \� \\ i D \\` / - - - \ \` \` \` �11 ° \ 1 1 I \\ 99 — ,x A ZIEGENHAGEN & C 6112 BARTLETT BLVD / \ 1 '' \ o.\ \\\\\o/� .�( 9$ `.\` \\ Ix I \ \ `\\ ` \ \ \ \'\\\ `\\ /T ' i z} I '► : - -- co) y \ \ 982 z 1001.56`..,' I - 1111�� 9A _ \`` \\`` ° `\ !\\ `\ \ / 1002 \\`�`\ 0�0 \ �� ° ---_— `\`\ \`` `� 4\ _rVA O \ \r� y SHARON HINDE 2731 ROSEWOOD LN it 1 \ � oo I 1 \\\ 0 \ 1 s lj\w FILTRATION BASIN°8 - 10 N 100BOTTOM EL = 985.000 9 / 1p04 OVERFLOW EL = 0 989.c / \\\ \\\ \\\ \ t\ I 100-YR WES = 989.12 11' \\ �°j DAVID M & NADINEh\THOMPSOJU 0) ix �'` I -'\tom 6108 BARTLETT BLVD cb O\--_----- `\`\\ 1 i / '' �1`�� / z�z z zJ—L— < z—x z 7+00 \So J rn \ '� ��\ g —____ - ROSEWOOD LN I no NOTE:III — — — — THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN '-- _ i " ��^' \ `^ ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT \ ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL \ � -� �11� \� \ 996'-- \ DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE \\ COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND \ ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY 1000 - \ \ I I I. Y o II I \\ LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. \ \ 99g ° i 1 +' i i m II ° `` II II _ TANNY & SUN JANG __ l— \ THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES, ° _ 998 6048 EVERGREEN RD \ SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTING UTILITIES AND - --- - - -- / FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING D < RIGHT OF WAY AND EASEMENTS. g9 - �/ ` \ 6 -_ 995 ° ° rQo , 9 ° I 1 III 1 IJII �� \ \\ o --- / - 9g4 --- \ . O ° \ \ 00` \\\ 96: \ K J & A M JOHNSON I III PI 8 \ \ ° --' / °\ \�. 6047 EVERGREEN RD I i 1i 1 III yJl G-DEG-D \ ---- 6 i 1 1111 11I ,,� I / 11 111 n 11 111 DGD GD O BERNICE M JOLICOEUR JAMES MCINTYRE ETAL rIT?-If 11 111 I� 6090 BARTLETT BLVD MARY ANN DICKER OCAB TR PATRICIA A BRIGGS 6037 EVERGREEN RD I I I II 1I1 6081 RUSTICWOOD RD 6086 RUSTICWOOD RD II 11 1 \ I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. ISSUEDF DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET 0 25 50 PROFESSIO NAL ENG IN EER U NDER TH E LAWS OF TH E STATE OF M I NNESOTA. BO LTO N N DRAWN CHASKA, M55318 KLB WATER TREATMENT FACILITY HORZ. Phone:'952) 448-8838 & M E N K www.bolton-menk.com D.IENTPROJ.NO. GRADING PLAN SCALE FEET CHECKEDMSB 2.15 MATTHEW S BAUMAN ® Email: Chaska@bolton-menk.com 51323 MM/DD/YYYY LIC.NO. DATE 24X135320000 85 0� D Q m O n z n D C, p n p D m z m ? v O Z n II I x III II`� , ,3n\ao DENISE ROBERT BADER II M 6116 EVERGREEN RD U _ D \� O ° ` SEE RIGHT 0= v N z \\ D ® r x—x—x—x—x---+�---r n \\\ � D ° Q 6% r WELLS p C \\ Ix SORBO PARK 6125 EVERGREEN RD \\\ I \ z • O6 I SHARON HINDE I\ \\\\ \\\\ XY 2731 ROSEWOOD LN \\\ \\\\ 2.9 7°/DJ I D ,, — I o — — o O 2.61/+ + Lx—x—x xx—-x—x—x—xn + m +nn 4+00 a �� w 2.61/ — ILL 5+00 — 6+00 — — r— — n R O 61°/D Lu —+ g�7+00 .B F W N 00 5+00 — 0 6+00 — 14" PVC 14"PVC M n 7+00 6" CIP O B B B B B B B B 1 0 0 o p h2+64.85 z 'D O \a` (p � • 8" PVC . o ClI O �� �O '0• no NOTE: o 0 o ri 1+00 • m z �c� �c� \ 2+00 $, 21 /% ° ° �— J `Ls THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT L ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL �c� �o I� I DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE o+oo 1+00 2+00 H o I COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY ° m � p o I /_ LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ° I d— THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION D ° K J & A M JOHNSON 6047 EVERGREEN RD SUCH AS TRENCH BOXES OR SHEETING, TO PROTECT EXISTINNGGGUTIILITIES AND FENCE: CHAIN LIN ° / FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING CI RIGHT OF WAY AND EASEMENTS. III v ° D a I III G D G-D i VPI: 4 04.20 1010 L: 999.64 1010 .2 % K 19.00 L-34' 1005 1005 o° a 1000 P : +4 3.82 1000 ° PI: 3 . 9 995 995 ° 990 990 ° .m +Hi D, J 985 985 980 980 ° 975 975 O �T M ^ c-I ci (17 N c-I I� lD N c-I N N Co r� O M ci O lD lD ci O M M M N Ln Ln O Co I, lD ci O O Ln m C6 66 o° c6 m Oi O 00 O O O O O N O N O (17 O (17 O (17 O (17 O N O N O N O N O N O N O (17 00 N N 00 N ci O ci O O O n n cD cD cD cD Ln Ln Ln Ln Ln Ln ci ci Co Co Ln Ln N N ci ci m m m m14� m m 9 70 m m D, D, D, D, o, D, � � � � � � —0-0 D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, D, 9 70 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 0 255 50 0 55 10 I H EREBY CERTI FY THAT TH IS PLAN, SPECIFICATION, O R REPO RT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIO NAL ENG IN EER U NDER TH E LAWS OF TH E STATE OF M I NNESOTA. BO LTO N 2638 SHADOW LANE, SUITE 200 CHASKA, MN 55318 DESIGNED KLB NO. ISSUED FOR DATE CITY OF MOUND, MN SHEET A REVIEW 03/03/2026 DRAWN HORZ. VERT. Phone: (952) 448-8838 KLB WATER TREATMENT FACILITY 2.16 CHECKEDSCALE MSB FEET SCALE FEET &MEN K Email: Chaska@bolton-menk.com MATTHEW S BAUMAN 51323 MM/DD/YYYY ® www.bolton-menk.com OJENTPROJ.NO. ACCESS ROAD PLAN & PROFILE LIC.NO. DATE 24X135320000 WIN O 1010 1008 1006 1004 1002 1000 998 996 il� 1.K. 1010 1008 1008 1006 1006 1004 1004 1002 1002 1000 1000 998 998 996 996 994 m 1008 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 1010 1008 1006 1004 1002 1000 998 996 994 BUI DING FACE RE0 0 0 0 0 0 0 � �i -70 -60 -50 -40 -30 -20 -10 1008 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 1006 1004 1002 1000 998 996 994 1010 m 1008 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 1010 1008 1006 1004 1002 1000 998 996 994 BUI DING FACE RE0 0 0 0 0 0 0 � �i -70 -60 -50 -40 -30 -20 -10 1008 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 1006 1004 1002 1000 998 996 994 1010 -70 -60 -50 -40 -30 -20 -10 1008 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 1006 1004 1002 1000 998 996 994 1010 1010 CL +10 +20 +30 +40 +50 +60 +70 Ln N ci 0 0 00 �i �i 1008 1006 1004 1002 1000 998 996 994 B J ILDING FACE 3+ 0 Ln m N 00 00 -70 -60 -50 -40 -30 -20 -10 1010 1008 1006 1004 1002 1000 998 996 994 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 BUILDING FACE 2 75 m m 0 0 0 0 � �i 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 BUI DING FACE 1+ 0 N N 00 00 1006 1004 1002 1000 n 998 D q D 3 996 n n 994 1010 1008 1006 1004 1002 1000 998 996 994 BUILDING FACE 2+4 .79 Ln � 00 00 00 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 1010 1008 1006 1004 1002 1000 998 n 996 BUI DING FACE 0 75 — — — — — — — — ---- '� �— DO m N 00 �i �i 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 1010 1008 1006 1004 1002 1000 998 996 it -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 J J J � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. ISSUED FOR DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET SPROFESSIONALENGINEERUNDERTHELAWSOFTHESTATEOFMINNESOTA. gp LTO N DRAWN KLB K o 10 zo CHASKA,MN55318 WATER TREATMENT FACILITY �.�� HORZ. 11one:'952) 448-8838 J SCALE FEET Email: Chaska@bolton-menk.com aeaeD MSB MATTHEW S BAUMAN ® M E N K ACCESS ROAD CROSS SECTIONS www.bolton-menk.com Iton-men k. com O IENT PROJ. NO. UC.NO. 51323 DATE MM/DD/YYYY 24X135320000 87 -70 -60 -50 -40 -30 -20 -10 1010 1008 1006 1004 1002 1000 998 996 994 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 BUILDING FACE 2 75 m m 0 0 0 0 � �i 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 BUI DING FACE 1+ 0 N N 00 00 1006 1004 1002 1000 n 998 D q D 3 996 n n 994 1010 1008 1006 1004 1002 1000 998 996 994 BUILDING FACE 2+4 .79 Ln � 00 00 00 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 1010 1008 1006 1004 1002 1000 998 n 996 BUI DING FACE 0 75 — — — — — — — — ---- '� �— DO m N 00 �i �i 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 1010 1008 1006 1004 1002 1000 998 996 it -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 J J J � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. ISSUED FOR DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET SPROFESSIONALENGINEERUNDERTHELAWSOFTHESTATEOFMINNESOTA. gp LTO N DRAWN KLB K o 10 zo CHASKA,MN55318 WATER TREATMENT FACILITY �.�� HORZ. 11one:'952) 448-8838 J SCALE FEET Email: Chaska@bolton-menk.com aeaeD MSB MATTHEW S BAUMAN ® M E N K ACCESS ROAD CROSS SECTIONS www.bolton-menk.com Iton-men k. com O IENT PROJ. NO. UC.NO. 51323 DATE MM/DD/YYYY 24X135320000 87 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 BUI DING FACE 1+ 0 N N 00 00 1006 1004 1002 1000 n 998 D q D 3 996 n n 994 1010 1008 1006 1004 1002 1000 998 996 994 BUILDING FACE 2+4 .79 Ln � 00 00 00 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 1010 1008 1006 1004 1002 1000 998 n 996 BUI DING FACE 0 75 — — — — — — — — ---- '� �— DO m N 00 �i �i 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 1010 1008 1006 1004 1002 1000 998 996 it -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 J J J � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. ISSUED FOR DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET SPROFESSIONALENGINEERUNDERTHELAWSOFTHESTATEOFMINNESOTA. gp LTO N DRAWN KLB K o 10 zo CHASKA,MN55318 WATER TREATMENT FACILITY �.�� HORZ. 11one:'952) 448-8838 J SCALE FEET Email: Chaska@bolton-menk.com aeaeD MSB MATTHEW S BAUMAN ® M E N K ACCESS ROAD CROSS SECTIONS www.bolton-menk.com Iton-men k. com O IENT PROJ. NO. UC.NO. 51323 DATE MM/DD/YYYY 24X135320000 87 1006 1004 1002 1000 n 998 D q D 3 996 n n 994 1010 1008 1006 1004 1002 1000 998 996 994 BUILDING FACE 2+4 .79 Ln � 00 00 00 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 1010 1008 1006 1004 1002 1000 998 n 996 BUI DING FACE 0 75 — — — — — — — — ---- '� �— DO m N 00 �i �i 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 1010 1008 1006 1004 1002 1000 998 996 it -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 J J J � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. ISSUED FOR DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET SPROFESSIONALENGINEERUNDERTHELAWSOFTHESTATEOFMINNESOTA. gp LTO N DRAWN KLB K o 10 zo CHASKA,MN55318 WATER TREATMENT FACILITY �.�� HORZ. 11one:'952) 448-8838 J SCALE FEET Email: Chaska@bolton-menk.com aeaeD MSB MATTHEW S BAUMAN ® M E N K ACCESS ROAD CROSS SECTIONS www.bolton-menk.com Iton-men k. com O IENT PROJ. NO. UC.NO. 51323 DATE MM/DD/YYYY 24X135320000 87 1010 1008 1006 1004 1002 1000 998 996 994 CL +10 +20 +30 +40 +50 +60 +70 1010 1008 1006 1004 1002 1000 998 n 996 BUI DING FACE 0 75 — — — — — — — — ---- '� �— DO m N 00 �i �i 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 1010 1008 1006 1004 1002 1000 998 996 it -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 J J J � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. ISSUED FOR DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET SPROFESSIONALENGINEERUNDERTHELAWSOFTHESTATEOFMINNESOTA. gp LTO N DRAWN KLB K o 10 zo CHASKA,MN55318 WATER TREATMENT FACILITY �.�� HORZ. 11one:'952) 448-8838 J SCALE FEET Email: Chaska@bolton-menk.com aeaeD MSB MATTHEW S BAUMAN ® M E N K ACCESS ROAD CROSS SECTIONS www.bolton-menk.com Iton-men k. com O IENT PROJ. NO. UC.NO. 51323 DATE MM/DD/YYYY 24X135320000 87 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 1010 1008 1006 1004 1002 1000 998 996 it -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 J J J � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. ISSUED FOR DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET SPROFESSIONALENGINEERUNDERTHELAWSOFTHESTATEOFMINNESOTA. gp LTO N DRAWN KLB K o 10 zo CHASKA,MN55318 WATER TREATMENT FACILITY �.�� HORZ. 11one:'952) 448-8838 J SCALE FEET Email: Chaska@bolton-menk.com aeaeD MSB MATTHEW S BAUMAN ® M E N K ACCESS ROAD CROSS SECTIONS www.bolton-menk.com Iton-men k. com O IENT PROJ. NO. UC.NO. 51323 DATE MM/DD/YYYY 24X135320000 87 1006 1004 1002 1000 998 996 994 992 990 4 25 m N 00 rn m N o0 rn o o — — 0) rn rn 0) rn rn -70 -60 -50 -40 -30 -20 -10 1006 1004 1002 1000 998 996 994 1006 1004 1002 1000 998 996 994 992 990 CL +10 +20 +30 +40 +50 +60 +70 4+ 0 m m rn m rn rn --- — --- 2.0 0% 9% ----- — � 00 Ln o0 0) 0) o0 0) 0) 992 -70 -60 -50 -40 -30 -20 -10 1006 1004 1002 1000 998 996 994 1006 1004 1002 1000 998 996 994 992 CL +10 +20 +30 +40 +50 +60 +70 3+75 0 o 0 Ln u m �rn rn — — — — — — — — — — — — — ---- 00 m m rn rn m rn rn 992 -70 -60 -50 -40 -30 -20 -10 1008 1006 1004 1002 1000 i 998 r ° 996 I 994 1006 1004 1002 1000 998 996 994 992 CL +10 +20 +30 +40 +50 +60 +70 1008 1006 1004 1002 1000 998 996 994 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 I I 1004 1002 1000 998 996 994 992 990 988 986 984 982 5+ 0 m N rn ^ m N rn ---- ---------- ---- — — — — 2.00°/ 2. 0°0 m Lo N N 0) 0) N 0) 0) 980 -70 -60 -50 -40 -30 -20 -10 1004 1002 1000 998 996 994 992 990 988 986 984 1004 1002 1000 998 996 994 992 990 988 986 984 982 non CL +10 +20 +30 +40 +50 +60 +70 4 75 — —ern mrn -- 2.00°/ 2. 0°0 — — — N rn ci 44 rn rn rn rn 982 -70 -60 -50 -40 -30 -20 -10 1006 1004 1002 1000 998 996 994 992 990 1004 1002 1000 998 996 994 992 990 988 986 984 982 CL +10 +20 +30 +40 +50 +60 +70 1006 1004 1002 1000 998 996 994 992 990 988 988 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 4+50 � m m rn ^ m m 6 rn 00 rn 6 rn rn � rn rn ;I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET 0 10 2O PROFESSIONALENGINEERUNDERTHELAWSOFTHESTATEOFMINNESOTA. gp LTO N DRAWN KLB CHASKA, MN 55318 HORZ. Phone: (952)448-8838 WATER TREATMENT FACILITY i SCALE FEET Email: Chaska@bolton-menk.com a�eaeo MSB �, �� MATTHEW S BAUMAN ® & MEN K 51323 MM/DD/YYYY www.bolton-menk.com QENTRRO,.NO. ACCESS ROAD CROSS SECTIONS LIC.NO. DATE 24X135320000 1 O 998 996 994 992 990 988 986 984 982 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 1002 1000 998 996 994 992 990 988 986 984 982 non 5+25 ni O rn ^ m 0�--- rn --- ---- m m 0 0) 0) 0 0) 0) 994 992 990 988 986 984 982 980 978 — LD LD Ln 44 00 00 rn rn -70 -60 -50 -40 -30 -20 -10 9 9 8 8 8 8 8 7 994 992 990 988 986 984 982 980 994 992 990 988 986 984 982 980 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 998 996 994 992 990 988 986 984 982 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 9 9 8 8 8 8 8 7 994 992 990 988 986 984 982 980 994 992 990 988 986 984 982 980 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 998 996 994 992 990 988 986 984 982 CL +10 +20 +30 +40 +50 +60 +70 RAW 5+75 24' N C6 LD rl rn - - - - ---- ------- ---- rn -_--- 2.0 % Ln 00 � 66 00 00 rn rn 5+50 RAW 23' — — — — — — — — _ _ N ni oo 00 rn ------Rsoo-- � rn -- — — — — — — — — — — — — — — ---- o0 C rn o0 00 rn 1002 1000 998 996 994 992 990 988 986 984 982 non -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 l I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY FE SI UN L ENGI DIREUNDERCT HE LA NAND THAT ATE F MINNULY ICENSED g p LTO N 2638 SHADOW LANE, SUITE 200 0 10 2O PROFESSIONALENGINEERUNDERTHE AWSOFTHE STATEOFMINNESOTA. CHASKA, MN 55318 HORZ. Phone: (952) 448-8838 SCALE FEET Email: Chaska@bolton-menk.com MATTHEW S BAUMAN ® M E N K www.bolton-menk.com UC.NO. 51323 DATE MM/DD/YYYY 988 986 984 982 980 978 976 974 972 — — — rn rn----- N m m ^ ^ -70 -60 -50 -40 -30 -20 -10 992 990 988 986 984 982 980 978 976 974 CL +10 +20 +30 +40 +50 +60 +70 6+50 RAW 24' rico w 00 '_1 rn rn 0 ° -- m ri ri 00 00 rn rn -70 -60 -50 -40 -30 -20 -10 »�F 992 990 988 986 984 982 980 978 992 990 988 986 984 982 980 978 976 974 8 8 8 8 7 7 7 7 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 992 990 988 986 984 982 980 978 976 974 CL +10 +20 +30 +40 +50 +60 +70 6+50 RAW 24' rico w 00 '_1 rn rn 0 ° -- m ri ri 00 00 rn rn -70 -60 -50 -40 -30 -20 -10 »�F 992 990 988 986 984 982 980 978 992 990 988 986 984 982 980 978 976 974 8 8 8 8 7 7 7 7 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 »�F 992 990 988 986 984 982 980 978 992 990 988 986 984 982 980 978 976 974 8 8 8 8 7 7 7 7 CL +10 +20 +30 +40 +50 +60 +70 RAW 6+25 24' / Cq ^ Kyj N DO m rl DO M M 00 ^ LD N 00100 N 0) 0) 976 -70 -60 -50 -40 -30 -20 -10 DRAWN KLB CHECKED MSB CLIENT PROJ. NO. 24X135320000 C MIX1AA »�F 992 990 988 986 984 982 980 978 976 CL +10 +20 +30 +40 +50 +60 +70 CITY OF MOUND, MN SHEET WATER TREATMENT FACILITY 2.19 ACCESS ROAD CROSS SECTIONS 7 89 O IND SCHOOL DIST NO 277 �\ I\ 7A i �1 �\ (��� 1 / `ill 9> ,' 11 _r41 ---- i % °i ,i'/ ,/' ,• p °% ,/a. ,q-r / . I / 988 I 996 1\ 1 1 11 11 \I \ \ - + - ---� III / ------ -- - / ---' g92 -------------- , -'- , PLANT SCHEDULE CODE QTY BOTANICAL NAME I COMMON NAME SIZE EVERGREEN TREES BF 6 ABIES BALSAMEA BALSAM FIR 6' HT. RC 6 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6' HT. WS 9 PICEA GLAUCA WHITE SPRUCE 6' HT. RP 7 PINUS RESINOSA RED PINE 6' HT. _� --- V/�� I --- o_ , ---- - --- 40 -----------n- ° ° _ I ; __-//� g1 /y�/��_� f����-��_ -`� \ 1-WS jl II- --- -- -1'- 993 --'- 1-BF / �---- i �'� 0 � � ~— ,' ,� — - _ 9 ' 1-RP ---- __ — 5 / 00 8 I / r / . \ \ \ \ \ I I \ / r rr p ° � ------ - - '� 1-WS yr , \ � rn 6\ I rr I I I I lI II� 996--_\ �\ \ 8 iiI rn 997 ---- -- I---- - _ _ \ \ I -- r ' 1O \ )�\ \ I 111111 11 I I I I II IIII j l `\ I I 'c III � d I I \ n l II \' b \\ I II � \` III / I V ----------I DENISE ROBERT BADER ---- y, \ \\ 1 r\ I IIIIlI IIII I r ti II\ 6116 EVERGREEN RD 1-RC Ir co—__-- �Q RBO PRK AN / / y I \ 6125 EVER�REEN RID DOIIII I it J \ ` < �i/ \ \ 1 \ \ \ \ \� \ ,' \ ♦ \ \ III I I 1 \ I IIt IIII � - \ \ - s' ♦ _ / `\` \ + 1 1 \' a \ __ 987--- i\ III 1 v \ l `\ `\ 1-WS ll___`\ A ZIEGENHAGEN & CA ; 1-RP ; I o - --- 9, o - `�•9 - - \`\ \ `\ 1� `�� c \ 6112 BARTLETT BLV I\I\\\ It1 I / ® 1 WS / I 1 WS p \\ - -- \� 99 \\\ 0, �\\ v It 00 \ /' O i ) -- -- -- / X / i \\ \ `\ �I _ SHARON HINDE �� O / \ \ 2731 ROSEWOOD LN rn \ —I it \ / �/ oo f Jul I `\\\ v L i \ i _ / / / /� ` m i i \\\ \ / \ \ ,/ AIDI o11 \ —� 'r/ -- \_C / 1/99 1-BF / i \j f-- " 1-W$ \ \ N i \ N �. r I '�\��`r 1 / \ / \ \ / `\ 1-RC \\ 1 \`\ `� / j / ( / I I /' '' / \� \ \---�__- •-_' ' I I I Ij 1 I \ \\ / \\\ \\ \ to / 1WSDAVID M & NADINE\\THOMPSJU _.96108 BARTLETT BLVD �—x--z \ t� zH - - 001 0) i .\\ I �\l - I I�-I- I I ��/ I I I--- I I I I I� 7 k'' '' r I `\ `. `\ —11 7+00 NOTE: --------' .�. — —/% / . • / \\ I .\ \\ \\ I —\\�-1 —+-� — THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT .-\ ,' `\ \ \ \\ \ \ _ _I _ Rb EWOO D LN / ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL I20 ' \ ���\\ r� Q \ 1� (\I� �� \ > - j _ - _ > DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE - , `\ %t '�"` \ ��=---�- I ,e. i/III no COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY ANDALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY '' p _-- _ \ A� ry/, LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. /° Il< T \ i � i \ � \ .. -- ,— -- _ - \' 996i\ \ `\ `\ / 1-RP 1 WS 1 BF 1-RP 1-WS _ _ I I \ly Inn. 11 % . `\ I `------=� �� I \ \ I 1 h n \ THE CONTRACTOR SHALL UTILIZE SPECIAL CONSTRUCTION TECHNIQUES 9 ° - - -- / \` / i - L 1= _ _ - I I I I I I \ - 1-BF 1 RP AID 1 RC '\ 1-RC �/ ° I I - - _i I I - - \ SUCH AS TRENCH BOXES OR SHEETING TO PROTECT EXISTING UTILITIES AND ' ° 1-RC - -- \\ 99 1-BF \\ I�� \ I I lI y 1 1 Y II I o D \\ FACILITIES AND TO CONTAIN THE CONSTRUCTION ACTIVITY TO THE EXISTING _ - y p 8 0 i ° I` I I I 1n IL� o � z \ \\� -�' �_� \'`, � � � . \ �. \\ ` 1 I I I I +I I I I I I I it 00 z RIGHT OF WAY AND EASEMENTS. - ___-- -- _ i / \ I I I I " m 1\Irv1 I \ II 4/ 1-1\-T---I-I m f� 998 \ / b \ \ /��\�\ ��_ - - - -_ D_ '_ -'� -m-- -a `\\ � ° \ \ ` \ ° ( •,y/�1 . \. `\ \ ° \ I II 1 I I 1\i i�hlIII nI l I Z° ` m / z VICKY SEYMOUR z6100 BARTLETT BLVD _ p K J & A M JOHNSON i it N III 996 - _ / 6047 EVERGREEN RD ao II - G °� G p Il o a • I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _\ r \ C3 11 I A n Il / �GD GD O BERNICE M JOLICOEUR JAMES MCINTYRE ETAL SIT T -I lj I Il Ip// 6090 BARTLETT BLVD MARY ANN DICKER OCAB TR PATRICIA A BRIGGS 6037 EVERGREEN RD I I 11 II I ^ Il 6081 RUSTICWOOD RD 6086 RUSTICWOOD RD l I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED DESIGNED N ISSUED FOR DATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 KLB A REVIEW 03/03/2026 CITY OF MOUND, MN SHEET 0 25 50 PROFESSIONAL ENGINEER UNDERTHE LAWSOFTHE STATE OF MINNESOTA. BO LTO N MDRAWN CHASKA, N 55318 KLB WATER TREATMENT FACILITY HORZ. Phone:'952) 448-8838 SCALE FEET a�eaeD MSB M E N K Email: Chaska@bolton-menk.com LANDSCAPE PLAN . MATTHEW S BAUMAN ® www.bolton-menk.com QIENTPROI.NO. LIc.No. 51323 DATE MM/DD/YYYY 24X135320000 90 Engineering CITY OF MOUND City Council Item 9a. To: Honorable Mayor and Council Members Jesse Dickson, City Manager From: Matt Bauman, PE, City Engineer Date: 4/14/2026 Subject: Minnetrista 2026 Street Improvements Project — Approve Westedge Blvd Cost Share RECOMMENDED ACTION: MOTION TO approve Resolution No. 26-29 of cost share of Westedge Boulevard Mill and Overlay with City of Minnetrista's 2026 Street Improvement Project OVERVIEW The City of Minnetrista and Mound share approximately half the roadway of Westedge Boulevard from CSAH 15, south to the first bend in the road. Minnetrista and Mound staff coordinated several years ago of intent to mill and overlay this section of roadway and that the City's would share in their respective cost for that portion. Minnetrista received bids on February 11, 2026. Six bids were received and the low bid was provided by WM Muller and Sons, for a total of $2,040,855.88, which included bid alternates 2 and 3. The current total estimated project cost for the City of Mound's share of Westedge Boulevard is $57,851.85, which is within the budget in the Capital Improvement Plan (CIP) of $67,500 and accounted for in the long-range financial plan (LRFP). The project will be funded through a combination of fund balance and bond levy as outlined in the long-term financial management plan. SUPPORTING INFORMATION • Overview Map • Cost Breakdown • Resolution 26-29 91 CITY OF MOUND CAPITAL IMPROVEMENT STREET PROJECT AREAS (2026-2030) MOUND, MN 2026 2027 2028 2029 2030 MAO RECON/RECLAIM MSAMAO-------- MSARECON MINNETRISTA LED MILL AND OVERLAY OF WESTEDGE BOULEVARD '�" "Og KE �N�pON bPkEMw� 0O"o LAKE MINNETONKA J © BOLTON SEPTEMBER 2025 & MEN K V o goo imo LAKE MINNETONKA W11TFFryI STALE FEET BIACKUKF Ifs BID RESULT - WM Mueller & Sons WBB Project 2026 Street Improvement Project Oee(gn Sy END Project Locetbrc AN of Mln nAr AH Checked By RIO City Project No 01-26 WBB Project NO D29044000 Date : 410202E MNOOi SPECIFICATION NO. DESCRIPTION UNIT BIO UNIT PRICE PROJECT TOTAL S.A.P. 243-114-001 tOVERLAYRA80GAME FARM RD) S.A.P. 243-114-001 F NO ASSESSMENT NDRR GAME FARM ROAD) MINNETRISTA- LOCALION PARTICIPATING) MOUND- LOCAL (NON PARTICIPATING) BID TOTAL EDANTITY BID TOTAL COST FUNDING SO URGE FUNDING SO URGE FUNDING SOURCE FUNDING SOURCE BID QUANTITY BID COST BIO OUANTItt BID COST BIO QUANTITY BID COST BIO QUANTITY BID COST 2021501 MOBILIZATION LS A 54, 25000 1 A 54i250.00 00] A 3i79750 0.1] A 922250 0]2 A DID 000.00 004 A 2i17000 2104502 SALVAGE SIGN EACH A 25.00 3 A 75.00 A 1 A 25.00 1 A 25.00 1 A 25.00 2104503 SAWING CONCRETE PAVEMENT(FULLDEPTM LF A 1000 25 A 250.00 5 A 5000 20 8 2000E 1 A 2104503 SAWING BIT PAVEMENT(FULLDEPTM LF A 500 1245 A 0i225.00 235 A 1 175 00 345 A 1725.00 050 A 3i250.00 15 A 7500 2104503 REMOVE PIPE CULVERTS LF A 1000 115 A 1i150.00 A 115 A 1, 15000 A A 2104503 REMOVE CURB B GUTTER LF A 122E 3345 A 41 i07660 300 A 3i08400 A 2940 A 36 103 20 105 A 1iEGG 40 2104504 REMOVE CONCRETE DRIVEWAY PAVEMENT SY A 551E 20 A 1i103.fi0 A 20 A 1, 10360 A A 2104504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY A ]99 1170 A 9i34030 90 A 71910 290 A 2 317 10 790 A 6 312 10 A 2104504 REMOVE BITUM IND US PAVE M ENT SY A 317 1940E A 61 i49E.00 Go A 253.60 7450 A 23, 61650 11230 A 35i599.10 fi40.0 A 2iFEE E0 2104 51 E REMOVE CONCRETE WALK SF A 514 315 A 1i019.10 215 A 1i10510 A 100 A 514.00 A 2104 51 E REMOVE BITUM IND US WALK SF A 123 29E0 A 3i665.40 720 A EE560 A 2260 A 2i]]9. E0 A 2104.001 SALVA OE AND REINSTALL LANDSCAPE STRUCTURES IS A 5 000 00 1 A 5i000.00 0.1 A 50000 01 A 50000 1 A 3i500.00 0.1 A 50000 210G50] EXCAVATIONCOOKOUTS)CY A 22E0 135E A 30i Gal 00 90 A 2i05740 990 A 22, 63140 2]0 A 6 172 20 A 2106507 EXCAVATION SUBORADE CY A 377G 210 A 7G3590 A Go A 3, 02320 120 A 4i534. E0 10 A 3779E 210G50] COMMON EMBANKMENT (CV) Q CY A 4740 Go A 3i79200 A 70 A 331000 10 A 474.00 A 2112519 SUBORADE PREPARATION REST A 713E 65 A 4i63970 A 25 A 17E450 3E A 2i71244 2 A 14276 2110507 AGGREGATE SURFACING (CV) CLASS SPECIAL CY A E647 505 A 5i05050 35 A 30265 14 A 1 210 5E 41 A 3i54527 A 2123.51E COMM ON LABORERS HOUR A 12000 20 A 2i400.00 A 5 A 60000 13 A 1i500.00 25 A 30000 2123.01E SKID LOADER HOUR A 20000 20 A 4i000.00 A 5 A 1, 00000 125 A 2i500.00 25 A 50000 2123. 610 STREET SWEEPER WITH PICKUP BROOM) HOUR A 25000 110 A 27500.00 20 A 5i00000 30 A 7 500 00 55 A 13i750.00 5 A 1 250 00 2130523 WATER GOAL A 9500 94 A Ei930.00 A 30 A 3, 42000 54 A 5i130.00 4 A FEE 00 2211507 AGGREGATE BASE (CV) CLASS 5 CY A 4492 230 A 10i331.60 A 100 A 4, 49200 120 A 5i390.40 10 A PH 20 2221.604 SHOULDER BASE AGGREGATE SY A 251 5970 A 14i9E470 730 A 1iE3230 920 A 230920 4320 A 10i Get 20 A 2231.604 BITUM INOUE PATCH SPECIAL SY A 3145 730 A 22i95050 40 A 125000 A fifi0 A 20i757.00 30 A 94350 2232504 M ILL BITUMI NODS SURFACE SY A 40E 2015 A 9i43020 45 A 21060 A 197E A 9219.fi0 A 2232504 M ILL BITUM INO US SURFACE 20") SY A 112 45640 A 51 i116 E0 591E A 661920 A 3E350 A 42i95200 13E0 A 1i54560 2331.fiO3 JOINT A DHESIVE LF A 029 3E570 A 11i1 E530 319E A 925.10 PC A 9000 3371E A 9i77590 1330 A 3E570 235750fi BITUM INOUE MATE RIAL F O R TACK COAT GAL A 425 10115 A 42i9EE. 75 1132 A 4i All 00 fiE4 A 290700 E090 A 34i FEE 50 209 A EE025 2360504 TYPE BE 95 WEAR CBS MIX(2 B)3. 0THICK SY A 2655 420 A 11i151.00 A 390 A 10 354 50 30 A 79050 A 2300509 TYPE BE 125 WEARING COURSE MIX Q, OF TON A 7324 1330E A 974i09200 120E A 92EGG 40 1620 A TE, 040E0 10110 A 740i45640 310 A 22i70440 2300509 TYPE BE 125 NON WEAR COURSE MIX Q OF TON A 7706 1160 A E9i3E9. 00 39 A 3i00534 753 A 5E, 0201E 30E A 2Ei35E.0E A 2411502 CONCRETE FLUME EACH 8 1, 00000 1 A 1i000.00 A A 1 A 1i000.00 A 2501502 1E"CS PIPE APRON EACH A 525.00 4 A 2i100.00 A 4 A 2, 10000 A A 2501503 1E"CS PIPE CULVERT LF A 1401E 104 A 15200.04 A 104 A 15 200 64 A A 2501.602 CLEAN PIPE CULVERT EACH A 9375 10 A 1i500.00 A 0 A 56250 10 A 93750 A 2504.002 IRRIGATION SYSTEM REPAIR EACH A 1 250 00 3 A 3i750.00 A 10 A 1 250 00 1 A 1250.00 1 A 1 250 00 2504.002 ADJUST GATE VALVE B BOX EACH A 55000 5 A 2i750.00 A A 5 A 2i750.00 A 2506502 ADJUST FRAME B RING CASTING EACH A 1, 40000 31 A 43i400.00 5 A 7i00000 A 26 A 36400.00 A 250fi fi02 CHIN NET SEAL EACH A 225.00 31 A 6G75.00 5 A 1i125.00 A 20 A 5i E50.00 A 2511504 OEOTEXTILE FILTER TYPE 4 ST A 1429 21 A 300. 09 A 21 A 300 OF A A 2511507 RANDOM SERVE CLASS III CY A 19000 5 A 950.00 A 5 A 95000 A A 252151E O'CONCRETEWALK SF A 1475 3095 A 45i05125 Efi5 A 12i75075 A 223E A 32i E9250 A 2531503 CONCRETE CURB& GUTTER DESIGN B612 LF A 29.00 345 A 10i005.00 A 305 A E, E4500 40 A 1i160.00 A 2531503 CONCRETE CURB& GUTTER DESIGN BAG LF A 29.E5 575 A 17i163.75 150 A 4i47750 A 320 A 9i55200 105 A 3i13425 2531503 CONCRETE CURB& GUTTER DESIGN B624 LF A 3700 145 A 5i305.00 145 A 5i30500 A A A 2531504 0' CONCRETE DRIVEWAY PAVEMENT By A 9100 25 A 2i275.00 A 25 A 2 275 00 A A 2531.603 CONCRETE CURB& GUTTER DEC SURMOUNTABLE LF A 29.00 2945 A E5i405.00 A A 2945 A E5i405.00 A 2531.01E TRUNCATED DOM ES SF A 7000 350 A 24i500.00 100 A 7i00000 A 250 A 17i500.00 A 2540.002 MAILBOXEUPPORT EACH A 20000 15 A 3i000.00 A 4 A GOO 00 11 A 2200.00 A 2540.602 TEMPORARY MAILBOX EACH A E500 15 A 1i275.00 A 4 A 34000 11 A 935.00 A 255].002 REPAIR DOG FENCE EACH A 25000 3 A 750.00 A 1 A 25000 1 A 250.00 1 A 25000 2503.fi01 TRAFFIC CONTROL IS A 950000 1 A 9i500.00 007 A 66500 0.17 A 1, 61500 072 A fir AN 00 004 A FEE 00 2503. 610 FLOGGER HOUR A 12000 160 A 19200.00 A Go A 9,fi0000 Go A 9ifi00.00 A 2504.002 INCELLEALVAOED SIGN EACH A 50000 3 A 1i500.00 A 1 A 50000 1 A 500.00 1 A 50000 2P3501 STABILIZED CONSTRUCTION EXIT LS A 1 250 00 1 A 1250.00 A 025 A 31250 050 A 625.00 025 A 31250 2573502 STORM DRAIN INLET PROTECTION EACH A 15000 Go A 12i000.00 0 A 90000 A 67 A 10i050.00 7 A 1i05000 2P3503 SILT FENCE', TYPE ME LF A 210 1550 A 3255.0E A 560 A 117 000 990 A 2i079.00 A 2P3503 SEDIMENT CONTROLLOO ttPEW00D FIBER LF A 235 45E0 A 10i703.00 20 A 4700 2160 A 5, 07600 240E A 5i640.00 A 2574507 COMMON TOPSOIL BORROW CY A 5030 360 8 20i9EE.00 22 8 1EGG 00 213 A 12,4179E 122 A 7 112 60 3 A 1749E 257450E FERTILIZERTYPE 3 LB A 150 190 8 2E5.00 20 8 3000 140 A 21000 30 A 45.00 A 2P5504 SODDING TYPE LAWN By A 25.00 1030 A 25i750.00 120 A 3i00000 A EEO A 22i000.00 30 A 75000 2575504 ROLLED EROSION PREVENTION CATEGORY 20 ST 8 205 210 8 74200 1 2E0 A 74200 A A 2575505 257550E 2575523 SEEDING HYDRAULIC MULCH MATRIX WATER ACRE LB GOAL $ 40,0000E A 350 A 700E 050 $ 20i000.00 003 A 12000E 0.4E A 10, 00000 007 A 2i GOO 00 8 920 E] 8 3220.0E 8 0i090.00 70 0 8 2450E 8 4200E 720 50 8 25200E 8 35000E 130 30 A 455.00 A 2100.00 1 8 - 8 7000 25]5.fi0E SEED SOUTHERN BOULEVARD LB A 560 E5 8 47600 1 5 1 A 2000 70 A 39200 10 A 5600 1 18 25E2503 24" SOLID LINE PAINT LF A 600 20 8 120 00 1 20 1 8 12000 A 8 1 1 8 IN BID RESULT - WM Mueller & Sons Project Location AN of Minn ArMa Checked By RIB (Pty Project No 01-26 WB APr01ct NO 029044000 Gore: 410202fi B.A.T. 243- 114001 t0VE RLAYRA8O GAME SAO 243-114001 AN O AS SESSMENi PROJECT TOTAL FARM(NON FARM RD) (FORK GAME FARM ROAD) MINNEiRISiF-L0CFLtN0N PARTICIPATING) NOPFRiICIPFiIN6) BEST DESCRIPTION UNIT BID DNIi FUNDING SO URGE FUNDING SO URGE FUNDING SOURCE FUNDING SOURCE SPECIFICATION NO. PRICE BID TOTAL BID TOTAL COST BID pUAIRBY BID COST BID QUANTITY BID COST BID QUANTITY BID COST BID QUANTITY BID COST QUANTITY - TRAIL IMPROVEMENTS -HYDRANT B VALVE RELOCATION 2104.502 2104.503 2104503 2104503 REMOVE HYDRANT SAW ING BIT PAVEMENT FULLDEPTH) REMOVE WATER MAIN REMOVE CURB B O UTTER EACH IT LF LF 2104.504 REMOVE BITUMINOUS PAVEMENT BY 2104510 REMOVE BITUMINOUS WALK BF 2231.104 BITUM INOUE PATCH SPECIAL BY 2504.fi02 CONNECT TO EXISTING WATER MAIN EACH 2504.302 HYDRANT EACH 2504.602 6 GATE VALVE&BOX EACH 2504.fiO3 fiWATERMAIN DUCTILE IRON CL 52 IT 2504. 600 DUCTILE IRON FITTINGS LB 252151E 3" BITUMINOUBWALK BF 2531503 CONCRETE CURB& GUTTER DESIGN B624 LF 2574507 COMM ON TOPSOIL BORROW CY 257450E FERTILIZER TYPE 3 LB 25]5504 B O D DING TYPE LAWN BY 25]5523 WATER GOAL -GAME FARM UNDERSEAL BID AL BID ALTERNATE V2 CONSTRUCTION TOTAL C0NTINGENCYi0TAL110%1 BID ALTERNATE#2 SUBTOTAL BID AL 499 99 199 99 09fi 99 559 39 9 99 2i291 59 572 2i99 8 5]2 99 3i4fifi 99 2i24299 3 904 59 1 i299 99 2i3fi0 99 99 99 1 59 33fi 99 .99 2926 7.80 V A BID RESULT - WM Mueller & Sons WSS Project 2026 Street Improvement Project Oee(gn Sy EMD Project Locetbrc CIN of Mlnnetrlsla Checked By RIS City Project No 01-26 WSB Project Na teepee 000 Date: 4102020 S.A.P. III -114-00110VERLFYOMMO GAME SA.R243-114-001 AND ASSESSMENT PRO JECi TOTAL FARM RDI (FDRR GAME FARM ROAD) MINNETRISiF-LOC F LtN ON PARTICIPATING) MOUND- LOCAL (NON PARTICIPATING) MNOOi DESCRIPTION UNIT BIO UNIT FUNDING SO URGE FUNDING SO URGE FUNDING SOURCE FUND ING SOURCE SPECIE IRECIT NO. PRICE BIO TOTAL BIO TOTAL COST BIO OU AN TITY AID COST AID OUAN TItt BIO COST AID OUAN TITY BIO COST BID QUANTITY I BID COST OU ANRTY DISCLPIhER: of Nis Opinlon of Probable Coe the Client unleroan. Nat the Consupant 1. no control overNe aoalhe,IV of labor equipment or materials market condrons, or the Contactors method of pricing. This Opinion of Probable Cosa is made on the basis ofthe Consu Aant's professional Lodgment and experience. The Consmant makes no warranty expressed o� lmplle tl, apw tlln the ul(hnale bltlso ne of ated msi of the W oak IW CITY OF MOUND RESOLUTION NO. 26-29 RESOLUTION APPROVING COST SHARE OF WESTEDGE BOULEVARD MILL AND OVERLAY WITH CITY OF MINNETRISTA; MOUND CITY PROJECT PW-26-13 WHEREAS, the City of Mound and Minnetrista share a border roadway; Westedge Boulevard from Lynwood Boulevard to approximately 1,150 feet south where the road turns fully into City of Minnetrista boundaries; and WHEREAS, Westedge Boulevard is scheduled as a mill and overlay project in the City of Mound's Capital Improvement Program (CIP) in year 2026; and WHEREAS, the City of Minnetrista planned to complete additional road improvements on Westedge Boulevard as part of their 2026 Street Improvements Project and was cost efficient for the City of Minnetrista to complete the shared portion of the road concurrently with their project and the City of Mound participate in the cost; and WHEREAS, the City of Minnetrista opened bids on February 11, 2026 and subsequently awarded to the low bidder, WM Mueller and Sons on March 19, 2026; and WHEREAS, the City of Mound is only participating in the project costs and is not the lead agency for bidding or construction management; and WHEREAS, the City Council of the City of Mound received the bid results cost breakdown and considered the matter at is meeting on April 14, 2026. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Mound, Minnesota, to authorize cost participation with the City of Minnetrista for the shared portion of Westedge Boulevard mill and overlay, at a total estimated cost of $57,851.85. The City Engineer and City Manager are authorized to review payment terms with the City of Minnetrista and to make payment per those terms. Adopted by the City Council this 14th day of April 2026. ATTEST: Kevin Kelly, City Clerk Jason R. Holt, Mayor U Engineering CITY OF MOUND City Council Item 9b. To: Honorable Mayor and Council Members Jesse Dickson, City Manager From: Matt Bauman, PE, City Engineer Date: 4/14/2026 Subject: 2026 Street and Utility Project Receive Plans and Authorize Bid RECOMMENDED ACTION: MOTION TO approve Resolution No. 26-30 receiving plans and specifications and order advertisement for bids for the 2026 Street & Utility Improvement Project; City Project No. PW-26-01 and PW-26-02. OVERVIEW Final plans and specifications for the 2026 Street and Utility Improvements project have been prepared and are ready for authorization to advertise for bidding. The project includes the reconstruction, mill and overlay and utility improvements laid out in the Capital Improvement Plan (CIP). Project areas include a combination of streets in the Three Points, Dutch Lake and Highlands neighborhoods along with two streets in downtown Mound and Kildare Road in Island Park. Locations can be seen in the attached map. Additional items of related work are being bid with the project including miscellaneous storm sewer repairs. The current engineer's project estimate stands at $3,125,178, which is below the feasibility study estimate of $3,237,486 prepared in January of 2026. The engineer's estimate is below the budgeted estimate in the CIP, which is accounted for in the long- range financial plan (LRFP). The project will be funded through a combination of fund balance and bond levy as outlined in the long-term financial management plan. SUPPORTING INFORMATION • Engineers Estimate • Overview Map • Link to Plans & Feasibility Study • Resolution 26-30 Mound 2026 Street Plans 97 ENGINEER'S ESTIMATE 2026 STREET IMPROVEMENTS CITY PROJECT NO: PW-26-01, PW-26-02 CITY OF MOUND, MN BMI PROJECT NO. 25X.141403 BASE BID 1 MOBILIZATION 2 TRAFFIC CONTROL REMOVALS 3 REMOVE BITUMINOUS STREET PAVEMENT REMOVE BITUMINOUS DRIVEWAY PAVEMENT 4 REMOVE DRAINAGE STRUCTURE 5 REMOVE STORM SEWER (ANY SIZE) 6 REMOVE CONCRETE CURB & GUTTER (ANY TYPE) 7 REMOVE CONCRETE WALK/DRIVEWAY (ANY THICKNESS) 8 REMOVE CONCRETE PAVEMENT (ANY THICKNESS) 9 REMOVE WATERMAIN GATE VALVE (ANY SIZE) 10 REMOVE WATERMAIN (ANY SIZE) 11 REMOVE HYDRANT 12 SALVAGE & REINSTALL LANDSCAPE RETAINING WALL 13 MILL BITUMINOUS PAVEMENT (1.5") 14 MILL BITUMINOUS PAVEMENT (2") STORM SEWER 15 ADJUST CASTING (STORM) 16 12" RCP SEWER CLASS V 17 CASTING ASSEMBLY (STORM) 18 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 W/SAFL BAFFLE 19 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 20 CONSTRUCT DRAINAGE STRUCTURE DESIGN 2X3 21 CONNECT TO EXISTING STORM SEWER 22 CONNECT TO EXISTING DRAINAGE STRUCTURE SANITARY 23 REMOVE & REPLACE CASTING ASSEMBLY (SANITARY) 24 CHIMNY SEAL WATERMAIN 25 ADJUST GATE VALVE BOX 26 WATER SERVICE LID 27 TEMPORARY WATER SERVICE 28 AGGREGATE BEDDING 29 6" DIP WATERMAIN, CL. 52 30 6" C900 PVC WATERMAIN 31 8" C900 PVC WATERMAIN 32 6" GATE VALVE AND BOX 33 8" GATE VALVE AND BOX 34 HYDRANT 35 HYDRANT EXTENSION 36 CONNECT TO EXISTING WATERMAIN 37 CONNECT TO EXISTING WATER SERVICE 38 1" CURB STOP & BOX 39 1" CORPORATION STOP 40 1" WATER SERVICE PIPE 41 4" POLYSTYRENE INSULATION 42 DUCTILE IRON FITTINGS STREETS 43 COMMON EXCAVATION (EV) (P) 44 SUBGRADE EXCAVATION (EV) (1) (2) BOLTON & MENK Real People. Real Solutions. Date: 4/8/2026 1 LUMP SUM $117,000.00 $117,000.00 1 LUMP SUM $15,000.00 $15,000.00 14975 SO YD $3.60 $53,910.00 SO FT 6 EACH $635.00 $3,810.00 24 LIN FT $18.00 $432.00 5000 LIN FT $11.00 $55,000.00 5650 SO FT $2.50 $14,125.00 7330 SO FT $10.50 $76,965.00 9 EACH $100.00 $900.00 2420 EACH $10.00 $24,200.00 3 EACH $580.00 $1,740.00 40 LIN FT 5410 SO YD $2.50 $13,525.00 16895 SO YD $3.00 $50,685.00 18 EACH $650.00 $11,700.00 108 LIN FT $90.00 $9,720.00 6 EACH $1,100.00 $6,600.00 16 LIN FT $2,050.00 $32,800.00 5 LIN FT $900.00 $4,500.00 15 LIN FT $850.00 $12,750.00 5 EACH $1,325.00 $6,625.00 1 EACH $1,540.00 $1,540.00 53 EACH $1,850.00 $98,050.00 53 EACH $250.00 $13,250.00 19 EACH $355.00 $6,745.00 3 EACH $300.00 $900.00 32 EACH $1,200.00 $38,400.00 60 TON $35.00 $2,100.00 42 LIN FT $85.00 $3,570.00 254 LIN FT $75.00 $19,050.00 2098 LIN FT $66.00 $138,468.00 7 EACH $2,700.00 $18,900.00 8 EACH $3,100.00 $24,800.00 3 EACH $7,800.00 $23,400.00 2 LIN FT $250.00 $500.00 7 EACH $2,500.00 $17,500.00 31 EACH $300.00 $9,300.00 32 EACH $775.00 $24,800.00 32 EACH $250.00 $8,000.00 1000 EACH $28.00 $28,000.00 100 SQYD $58.00 $5,800.00 1000 POUND $20.00 $20,000.00 4330 CU YD $40.50 $175,365.00 360 CU YD $27.00 $9,720.00 Engineer's Estimate 4/9/2026, 11:18 AM Bolton & Menk, Inc. Page 1 of 2 98 ENGINEER'S ESTIMATE T BO LTO N 2026 STREET IMPROVEMENTS & MEN K CITY PROJECT NO: PW-26-01, PW-26-02 Real People. Real Solutions. CITY OF MOUND, MN BMI PROJECT NO. 25X.141403 Date: 4/8/2026 45 STABILIZING AGGREGATE (CV) 360 CU YD $36.00 $12,960.00 46 AGGREGATE BASE, CL.5 (CV) 3340 CU YD $45.00 $150,300.00 47 AGGREGATE DRIVEWAY SURFACING, CL 5 (100% CRUSHED LIMESTONE) 5 TON $100.00 $500.00 48 SUBGRADE PREPARATION (P) 15030 SQYD $1.25 $18,787.50 49 GEOTEXTILE FABRIC (TYPE V) 15030 EACH $1.60 $24,048.00 50 TYPE SP 9.5 BITUMINOUS WEAR COURSE MIX (2,C) 3900 TON $96.00 $374,400.00 51 TYPE SP 12.5 BITUMINOUS NON -WEAR COURSE MIX (2,C) 1875 TON $94.00 $176,250.00 52 FULL DEPTH STREET PATCH 2O00 SQYD $70.00 $140,000.00 53 3" BITUMINOUS DRIVEWAY/TRAIL PATCH (W/6" AGG BASE) 400 SQYD $73.00 $29,200.00 54 CONCRETE CURB & GUTTER (13618) 3300 LIN FT $30.00 $99,000.00 55 CONCRETE CURB & GUTTER (S512) 2000 LIN FT $30.00 $60,000.00 56 6" CONCRETE DRIVEWAY (W/6" AGG BASE) 3400 SO FT $16.00 $54,400.00 57 4" CONCRETE WALK 2100 SO FT $8.75 $18,375.00 58 6" CONCRETE WALK 150 SO FT $14.00 $2,100.00 59 TRUNCATED DOMES 53 SO FT $75.00 $3,975.00 60 BOLLARD 10 EACH $1,350.00 $13,500.00 61 HANDICAP PARKING SIGN & POST 1 EACH $750.00 $750.00 62 4" SOLID LINE PAINT 550 LIN FT $2.25 $1,237.50 63 PAVEMENT MESSAGE PAINT 4.43 SO FT $23.80 $105.43 64 CROSSWALK BLOCKS PAINT 162 SO FT $8.75 $1,417.50 EROSION CONTROL 65 INLET PROTECTION 40 EACH $200.00 $8,000.00 66 SILT FENCE 550 LIN FT $4.25 $2,337.50 67 BIOLOG, STRAW TYPE 1000 LIN FT $4.50 $4,500.00 68 HYDRO MULCH W/ RESIDENTIAL TURFGRASS MIX 3425 SQYD $3.60 $12,330.00 69 TOPSOIL BORROW (LV) 700 CU YD $55.00 $38,500.00 70 LANDSCAPE ALLOWANCE 1 ALLOWANCE $10,000.00 $10,000.00 ESTIMATED BASE BID TOTAL: $2,457,118.43 ADD ALTERNATIVE Al MOBILIZATION 1 LUMP SUM $1,000.00 $1,000.00 A2 REMOVE STORM SEWER 60 LIN FT $12.00 $720.00 A3 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 4 LIN FT $1,100.00 $4,400.00 A4 CASTING ASSEMBLY (STORM) 1 EACH $850.00 $850.00 AS 24" RCP STORM SEWER CL III 60 LIN FT $120.00 $7,200.00 A6 24" RCP APRON 1 EACH $1,400.00 $1,400.00 A7 RANDOM RIPRAP CL 3 10 CU YD $90.00 $900.00 A8 AGGREGATE DRIVEWAY SURFACING, CL 5 (100%CRUSHED LIMESTONE) 40 TON $45.00 $1,800.00 ESTIMATED ADD ALTERNATE TOTAL: $18,270.00 ESTIMATED BASE & ADD ALTERNATE TOTAL: $2,475,388.43 S%Contingency $123,769.42 Total Estimated Construction Cost $2,599,157.86 DESIGN, ADMINISTRATION AND CONSTRUCTION ENGINEERING: $649,790.00 TOTAL ESTIMATED PROJECT COST: $3,125,178.43 Engineer's Estimate 4/9/2026, 11:18 AM Bolton & Menk, Inc. Page 2 of 2 99 2026 STREET AND UTILITY IMPROVEMENTS CITY OF MOUND FIGURE 1: OVERVIEW MAP ® BOLTON JANUARY2026 BcMENK CITY OF MOUND RESOLUTION NO. 26-30 RESOLUTION RECEIVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR THE 2026 STREET AND UTILITY IMPROVEMENTS PROJECT CITY PROJECT NO. PW-26-01 & PW-26-02 WHEREAS, the City Council, on October 14, 2025, referred the 2026 Streets and Utilities Improvements to Bolton & Menk for study, located in various areas of the city; and WHEREAS, the 2026 Streets Improvement is scheduled as a reconstruction project in the City's Capital Improvement Program (CIP) in year 2026; and WHEREAS, the Council received and reviewed this report on January 12, 2026; WHEREAS, the Council received and reviewed the plans and specifications of the combined projects, titled 2026 Street and Utility Improvements, and the engineer's estimate of probable cost on April 14, 2026; NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Mound, Minnesota, to receive plans and specifications, and to order advertisement for bids for the 2026 Streets and Utility Improvements Project. Adopted by the City Council this 14th day of April 2026. ATTEST: Kevin Kelly, City Clerk Jason R. Holt, Mayor 101 Public Works CITY OF MOUND City Council Item 9C. To: Honorable Mayor and Council Members Jesse Dickson, City Manager From: Ryan Prich, Public Works Director Date: 4-9-26 Subject: Award Project PW-26-10 Evergreen Tower Painting RECOMMENDED ACTION: Motion to approve Resolution 26-31 Approving 2026 Evergreen Water Tower Project PW-26-10 OVERVIEW A total of nine qualified bids were received through Quest CDN online bidding platform. Tanksco, Inc was the apparent low bidder at $435,250.00, which is roughly 33% below the Engineer's Estimate of $650,000. SUPPORTING INFORMATION • KLM bid results • Resolution 26-31 102 KLAV WATERWMRSVEC SM March 31, 2026 Ryan Prich Public Works Director City of Mound 2415 Wilshire Boulevard Mound, MN 55364 Corporate Office 1976 Wooddale Drive, Suite 4 Woodbury, MN 55125 by Email RE: Bid evaluation for the Cleaning, Repairing, and Painting of the 300,000-Gallon Elevated Reservoir (Well No. 8 — Hercules Tower) for the City of Mound, Minnesota. KLM Project No. 2921-25. City Project No. PW26-10. Mr. Prich, The project bid opening was held on Tuesday, March 31, 2026, at 10:00 AM CST. A total of nine qualified bids were received. Bids were received through QuestCDN's online bidding platform and opened publicly via webcast. Bids received were as follows: Bidders Base Bid Engineer's Estimate $650,000.00 Tanksco, Inc. $435,250.00 O&J Coatings, Inc. $439,250.00 BRZ Coatings, Inc. $447,000.00 Tankez Coatings, Inc. $638,750.00 Classic Protective Coatings, Inc. $676,950.00 LC United Painting $692,000.00 Viking Industrial Painting $723,725.00 TMI Coatings, Inc. $778,625.00 JR Stelzer Co. $992,580.00 The low bidder, Tanksco, Inc., provided documentation that meets or exceeds the specified qualifications requirements. They are a newer company that has been the general contractor on several projects with KLM Engineering in the last two years. On those projects with KLM, they met the standards and obligations, performed quality work, and were very responsive and accommodating to changes encountered. While newer to the role as a general, their owners and laborers have many years of experience in the industry as subcontractors and employees for some of the other bidders. KLM Engineering also has had positive experiences working with them in those roles, prior to working as Tanksco, Inc. Tanksco, Inc. has confirmed they are comfortable honoring their proposed amount above and expressed an understanding of the Project requirements. Considering their favorable bid and positive work history, KLM recommends awarding the contract to Tanksco, Inc. for their Base Bid amount of $435,250.00. `Protecting America's Water, One Tank at a Time. 103 KL WATER TOWER SPECIALISTS Please feel free to contact me with any questions. Sincerely, KLM Engineering Inc. Benjamin Feldman, PE Manager of Engineering Corporate Office 1976 Wooddale Drive, Suite 4 Woodbury, MN 55125 `Protecting America's Water, One Tank at a Time. 104 CITY OF MOUND RESOLUTION NO. 26-31 RESOLUTION ACCEPTING BID FOR EVERGREEN WATER TOWER (WELL #8) CITY PROJECT NO. PW-26-10 WHEREAS, pursuant to an advertisement for bids for the 2026 Evergreen Water Tower Project, bids were received on March 31, 2026, opened and tabulated according to law, with the following bids received and complying with the advertisement: CONTRACTOR TOTAL AMOUNT BID Tanksco, Inc. $435,250.00 O&J Coatings, Inc. $439,250.00 BRZ Coatings, Inc. $447,000.00 Tankez Coatings, Inc. $638,750.00 Classic Protective Coatings, Inc. $676,950.00 LC United Painting $692,000.00 Viking Industrial Painting $723,725.00 TMI Coatings, Inc. $778,625.00 JR Stelzer Co. $992,580.00 WHEREAS, it appears that Tanksco, Inc. is the lowest responsible bidder; and WHEREAS, Tanksco, Inc. provided documentation that meets or exceeds the specified qualifications and has met the standards and obligations of KLM Engineering on several projects in the last two years; and NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Mound, Minnesota, that the Mayor and City Clerk are hereby authorized and directed to enter into a contract with Tanksco, Inc. based on the lowest bid amount in the name of the City of Mound for the 2026 Evergreen Water Tower Project PW-26-10 according to the plans and specifications therefore approved by the City Council and on file in the office of the City Clerk. Adopted by the City Council this 14'h day of April 2026. ATTEST: Kevin Kelly, City Clerk Jason R. Holt, Mayor 105