HomeMy WebLinkAbout_09 07 2021 City Council Agenda PacketCHECK REGISTER FOR CITY OF PRIOR LAKE 1/4Page: 08/30/2021 08:31 AM
User: Janet
DB: Prior Lake CHECK DATE FROM 08/07/2021 - 08/27/2021
AmountDescriptionVendor NameVendorCheckBankCheck Date
Bank 1 General Bank
46,896.00 Towering WoodsBOLTON & MENK INC000026377516(A)108/13/2021
311.07 Misc ReimbursementsCHRISTINE WATSON000279067517(A)108/13/2021
400.00 Oak Tree - 15685 Fish Pt RdCOLLINS TREE 000036707518(A)108/13/2021
703.50 Carpet Cleaning - LibraryCOMMERCIAL STEAM TEAM000037257519(A)108/13/2021
374.30 Yellow & White PaintDIAMOND VOGEL000044567520(A)108/13/2021
315.00 US FlagDISPLAY SALES COMPANY000044937521(A)108/13/2021
1,289.10 New squad supplies EMERGENCY AUTOMOTIVE TECH INC000054807522(A)108/13/2021
2,264.30 PartsFLEXIBLE PIPE TOOL CO000066607523(A)108/13/2021
959.97 459 Stucci coupler FORCE AMERICA000067737524(A)108/13/2021
938.25 Jul 2021 LocatesGOPHER STATE ONE-CALL INC000075257525(A)108/13/2021
1,014.26 7105 and 7113 graphics GRAFIX SHOPPE000076157526(A)108/13/2021
45.65 467 LF tire repair HART BROS TIRE CO000082377527(A)108/13/2021
206.25 Jul 2021 AT&T at CedarwoodHOFF BARRY PA000273877528(A)108/13/2021
78.79 Coy - Name BadgeINNOVATIVE OFFICE SOLUTIONS LLC000271497529(A)108/13/2021
343.40 Rip RapKRAEMER MINING & MATERIALS INC000053657530(A)108/13/2021
226,601.34 #4 Fish Pt Road Phase I TRN20-0000001MCNAMARA CONTRACTING INC000132867531(A)108/13/2021
50.00 Fit TestMED-COMPASS INC000133067532(A)108/13/2021
137,768.55 Aug 2021 Waste Water ServiceMETROPOLITAN COUNCIL000134007533(A)108/13/2021
325.90 Jul 2021 Random Drug TestingMN OCCUPATIONAL HEALTH000270997534(A)108/13/2021
416.04 Paper TowelsNETWORK SERVICES COMPANY000143817535(A)108/13/2021
2,377.00 Jul 2021 Labor & EmploymentNILAN JOHNSON LEWIS000081237536(A)108/13/2021
362.18 RockPENTAGON MATERIALS INC000274267537(A)108/13/2021
400.00 Aug 2021 ROWay AppPERRILL000065027538(A)108/13/2021
382.50 Replace Evidence Room Card ReaderPRO-TEC DESIGN INC000274297539(A)108/13/2021
10.00 Car WashSAID KARFA000280327540(A)108/13/2021
638.00 Roof Leak Repair - FS #1SCHWICKERT'S TECTA AMERICA LLC000279117541(A)108/13/2021
11,345.00 Musicfest SecuritySCOTT COUNTY000192127542(A)108/13/2021
225.00 Coliform TestingUC LABORATORY000212357543(A)108/13/2021
1,814.06 AsphaltWM MUELLER & SONS INC000236457544(A)108/13/2021
46,665.08 TRN20-000001 Fish Pt Road Eng SvcsWSB & ASSOCIATES INC000237807545(A)108/13/2021
885.25 Fuel island tank testing ZAHL-PETROLEUM MAINTENANCE CO000261257546(A)108/13/2021
82.05 Mtce Center - First Aid SuppliesZEE MEDICAL SERVICE000263507547(A)108/13/2021
270.88 9221 Fuel injectorZIEGLER INC000265007548(A)108/13/2021
1,158.30 2021 Dental ClaimsDELTA DENTAL000272137551(E)108/09/2021
360.37 Jul 2021 Merchant Card FeesTRANSFIRST000206937552(E)108/10/2021
1,374.27 2021 Dental ClaimsDELTA DENTAL000272137553(E)108/16/2021
1,111.79 Aug 2021 Electric BillsSHAKOPEE PUBLIC UTILITIES000193887554(E)108/16/2021
40.50 Glass CleanerAMERICAN GLASS & MIRROR000015107555(A)108/20/2021
139.60 AA BatteriesBATTERIES PLUS000021307556(A)108/20/2021
26.55 519 Oil filter BOYER FORD TRUCKS INC000027107557(A)108/20/2021
35.00 Recharge Fire ExtinguisherCENTRAL FIRE PROTECTION000033007558(A)108/20/2021
4,671.50 Aug 2021 Office 365COMPUTER INTEGRATION TECH000037607559(A)108/20/2021
74.37 PartsFASTENAL COMPANY000061407560(A)108/20/2021
6,503.20 Fire Boot replacements / Helmet frontFIRE EQUIPMENT SPECIALTIES INC000064557561(A)108/20/2021
628.63 459 Stucci coupler FORCE AMERICA000067737562(A)108/20/2021
20,386.89 Summit Ridge Park Concept & Stakeholder HOISINGTON KOEGLER GROUP INC000087307563(A)108/20/2021
53.89 Laminating PouchesINNOVATIVE OFFICE SOLUTIONS LLC000271497564(A)108/20/2021
125.00 Safety Boots 2021JAMES LARSON000270377565(A)108/20/2021
100.00 Isham, Lawrence Fit TestMED-COMPASS INC000133067566(A)108/20/2021
792.34 PartsMTI DISTRIBUTING INC000139517567(A)108/20/2021
28.11 Bath Tissue DispenserNETWORK SERVICES COMPANY000143817568(A)108/20/2021
26.43 Jul 2021 Repair PartsO'REILLY AUTO PARTS000150887569(A)108/20/2021
137.68 SandPENTAGON MATERIALS INC000274267570(A)108/20/2021
17.07 New squads antennas PROFESSIONAL WIRELESS COMM000168577571(A)108/20/2021
266.25 Mirror & Window FilmULINE000212507572(A)108/20/2021
327.70 Leak LocatesWATER CONSERVATION SVCS INC000232007573(A)108/20/2021
875.14 AsphaltWM MUELLER & SONS INC000236457574(A)108/20/2021
CHECK REGISTER FOR CITY OF PRIOR LAKE 2/4Page: 08/30/2021 08:31 AM
User: Janet
DB: Prior Lake CHECK DATE FROM 08/07/2021 - 08/27/2021
AmountDescriptionVendor NameVendorCheckBankCheck Date
3,936.00 Timbercrest Tr Wetland PermittingWSB & ASSOCIATES INC000237807575(A)108/20/2021
206.28 8502FM Blade kit ZIEGLER INC000265007576(A)108/20/2021
58.00 Jul 2021 COBRA Admin FeeALERUS000013757577(E)108/20/2021
2,571.09 2021 Special Fuel Dealer LicenseMN DEPT OF REVENUE000136127578(E)108/20/2021
6.00 Jul 2021 Transaction FeesPOINT & PAY000276217579(E)108/19/2021
46.00 Filng Fee - Res 21-09PCSCOTT COUNTY000192127580(E)108/19/2021
73.70 Aug 2021 Admin FeesFURTHER000135047581(E)108/24/2021
75,512.84 Sep 2021 Health Insurance PremiumsMN PEIP000279097582(E)108/24/2021
3,345.06 Jul 2021 Admin FeesDELTA DENTAL000272137583(E)108/23/2021
21,450.66 Aug 2021 Electric BillsMN VALLEY ELECTRIC000137387584(E)108/23/2021
1,860.03 Aug 2021 Phone BillsNUVERA000193047585(E)108/23/2021
1,106.00 Traffic Conrtol & Pedestrian Signing PolBOLTON & MENK INC000026377586(A)108/27/2021
234.00 Squad car extinguishersCENTRAL FIRE PROTECTION000033007587(A)108/27/2021
431.25 459 Shovel HolderCRYSTEEL TRUCK EQUIPMENT000039557588(A)108/27/2021
38.14 7113 Squad supplies EMERGENCY AUTOMOTIVE TECH INC000054807589(A)108/27/2021
2,280.00 Manhole Protection RingsESS BROTHERS & SONS INC000057857590(A)108/27/2021
110.78 Portable lift battery FACTORY MOTOR PARTS COMPANY000060207591(A)108/27/2021
9,575.88 Water Treatment ChemicalsHAWKINS INC000083127592(A)108/27/2021
234.21 CIP Report Covers, BindingsINNOVATIVE OFFICE SOLUTIONS LLC000271497593(A)108/27/2021
1,500.00 Verizon Wilds Pkwy Review A4221-000001KLM ENGINEERING INC000115207594(A)108/27/2021
646.44 Toro mower parts MTI DISTRIBUTING INC000139517595(A)108/27/2021
90.72 Jul 2021 MileageNICHOLAS MONSERUD000273907596(A)108/27/2021
34.14 Squad antennasPROFESSIONAL WIRELESS COMM000168577597(A)108/27/2021
28.67 US Customs Fees - Pickleball Court UmbreSTRATUS LOGISTICS000280397598(A)108/27/2021
704.70 AsphaltWM MUELLER & SONS INC000236457599(A)108/27/2021
32.10 7131 Lincoln door handle WOLF MOTOR CO INC000236757600(A)108/27/2021
344.00 Aug 2021 HSA Admin FeesALERUS000013757601(E)108/26/2021
32,455.00 Electronic Message BoardsALBRECHT SIGN COMPANY00027835108588108/13/2021
134.87 536 Spray gunALTEC INDUSTRIES INC00027400108589108/13/2021
97.50 Pager Belt ClipANCOM COMMUNICATIONS INC00001654108590108/13/2021
288.61 Water FilterARAMARK REFRESHMENT SERVICES00001772108591108/13/2021
280.00 Jul 2021 Tai Chi InstructorCHRISTINE T MORGAN00027316108592108/13/2021
38.62 4-07142-00 IrrigationCITY OF PRIOR LAKE00016810108593108/13/2021
57.16 Jul 2021 UB Billing CSG SYSTEMS INC00027506108594108/13/2021
102.94 Aug 2021 Bottled WaterCULLIGAN BOTTLED WATER00003958108595108/13/2021
100.00 Water Efficiency RebateDALE PELZLREFUND-MSC108596108/13/2021
2,500.00 18-0580 3338 Todd RoadDAN GILLMISC-CD108597108/13/2021
300.15 PartsEARL F ANDERSEN INC00005175108598108/13/2021
2,500.00 20-1987 3200 Griggs Street SWETERNITY HOMESMISC-CD108599108/13/2021
2,082.84 MarkingsGEVEKO MARKINGS INC00028012108600108/13/2021
190.72 Axial FanGRAINGER INC00023030108601108/13/2021
3,374.90 Generator Service - Maint CtrHAYES ELECTRIC INC00008315108602108/13/2021
1,855.00 Replace Hydronic Pump SealKLAMM MECHANICAL CONTRACTORS INC00026904108603108/13/2021
24.00 Aug 2021 Go To Meeting LicenseLOGMEIN INC00026895108604108/13/2021
280.32 Ladder Roof WallMACQUEEN EMERGENCY 00027901108605108/13/2021
379.65 PartsMENARDS LUMBER CO00013318108606108/13/2021
17,221.05 Jul 2021 SAC ChargesMETROPOLITAN COUNCIL-SAC00013406108607108/13/2021
22,645.00 3rd Qtr 2021 State SurchargeMN DEPT OF HEALTH00013618108608108/13/2021
23.00 Krenik - Water Operator LicenseMN DEPT OF HEALTH00013618108609108/13/2021
93.70 LumberMONNENS SUPPLY INC00013909108610108/13/2021
621.64 Light - Memorial ParkMUSCO SPORTS LIGHTING LLC00013989108611108/13/2021
825.00 NBS Hosted Dictation Service ContractNORTHLAND BUSINESS SYSTEMS INC00014760108612108/13/2021
1,781.98 Dell Optiflex, MonitorNOW MICRO INC00027966108613108/13/2021
950.00 3470 Sycamore - Dispose DeckingPRIOR LAKE LANDSCAPE00016665108614108/13/2021
7,500.00 20-1790 14194 Epperson Circle NEPULTE HOMES OF MINNESOTAMISC-CD108615108/13/2021
13,000.00 Installation of 2 Outdoor Warning SirensREADY WATT ELECTRIC00018235108616108/13/2021
2,384.90 Sports CampsREVOLUTIONARY SPORTS LLC00027855108617108/13/2021
1,582.50 ConcreteRIVERS EDGE CONCRETE INC00018496108618108/13/2021
48.00 WoodchipsROCK HARD LANDSCAPE SUPPLY00018571108619108/13/2021
727.05 Misc Program SuppliesSAM'S CLUB00019036108620108/13/2021
CHECK REGISTER FOR CITY OF PRIOR LAKE 3/4Page: 08/30/2021 08:31 AM
User: Janet
DB: Prior Lake CHECK DATE FROM 08/07/2021 - 08/27/2021
AmountDescriptionVendor NameVendorCheckBankCheck Date
391.40 VSQG Collection ProgramSCOTT COUNTY00019212108621108/13/2021
172.48 523 Deck belt and fuel filters SEMA EQUIPMENT INC00026973108622108/13/2021
3,451.56 Street MarkingsSIR LINES-A-LOT00019531108623108/13/2021
89,693.77 Jul 2021 Water PurchasesSMSC00019384108624108/13/2021
2,629.60 Jul 2021 Legal AdsSOUTHWEST NEWS MEDIA00019676108625108/13/2021
70,822.77 #1 Summit Ridge ParkSUNRAM CONSTRUCTION INC00028024108626108/13/2021
210.06 Jul 2021 Clear Law Enforcement PlusWEST PAYMENT CENTER00023420108627108/13/2021
20.67 UB REFUND ACCT #: 4-07435-01AARON & CATHY JELINEKREFUND-UB108628108/20/2021
187.63 UB REFUND ACCT #: 1-08731-01AMIT PISTA REFUND-UB108629108/20/2021
640.42 CoffeeARAMARK REFRESHMENT SERVICES00001772108630108/20/2021
450.00 Road GradingART JOHNSON TRUCKING INC00001840108631108/20/2021
240.96 UB REFUND ACCT #: 4-08377-01ASHLEY & RYLEE MEEKREFUND-UB108632108/20/2021
331.20 Music License 7/1/21 - 6/30/22BMI00002022108633108/20/2021
1,988.36 UB OVERPAYMENTBRAD MATTSONREFUND-UB108634108/20/2021
498.35 UB REFUND ACCT #: 4-07394-01BRIAN & AMY STRANE REFUND-UB108635108/20/2021
63.44 UB REFUND #: 2-01397-00BRIAN BURTZELREFUND-UB108636108/20/2021
1,577.63 RockBRYAN ROCK PRODUCTS INC00002905108637108/20/2021
49.90 UB REFUND ACCT #: 3-01130-00CHAD & CINDY RITTENOURREFUND-UB108638108/20/2021
5,000.00 21-1336 2501 Spring Lake Road SWCHRISTOPHER MIEARSMISC-CD108639108/20/2021
153.23 UB REFUND #: 4-08226-01CONNIE FAHRFORTHREFUND-UB108640108/20/2021
2,500.00 20-2846 14135 McKenna Road NWCUDDIGAN CUSTOM BUILDERS LLCMISC-CD108641108/20/2021
45.90 UB REFUND #: 4-07966-01CYNTHIA CLEMENSREFUND-UB108642108/20/2021
65.70 UB REFUND #: 1-03071-01DUSTIN BORRORREFUND-UB108643108/20/2021
2,061.25 Repair 9280 Ladder EMERGENCY APPARATUS MAINT00005475108644108/20/2021
1,114.81 Water MeterFERGUSON WATERWORKS #251600006231108645108/20/2021
201.81 519 Floor mats FLEETPRIDE00003260108646108/20/2021
530.00 Chalkfest Caricature ArtistFUN JUMPS ENTERTAINMENT INC00027423108647108/20/2021
180.00 Black DirtGALLAGHER'S INC00007078108648108/20/2021
1,471.24 Road StencilsGEVEKO MARKINGS INC00028012108649108/20/2021
90.80 ShankGRAINGER INC00023030108650108/20/2021
200.00 UB REFUND ACCT #: 4-01724-01GREG & RENEE STAIREFUND-UB108651108/20/2021
180.00 Jul 2021 Yoga InstructorGWENDOLYN SCHMID00027984108652108/20/2021
3,400.00 GASB 75 Actuarial EvaluationHILDI INC00026911108653108/20/2021
73.80 UB REFUND #: 3-00066-00JASON & KRISTY ERDAHLREFUND-UB108654108/20/2021
59.61 UB REFUND #: 1-05384-00JENNIFER BRISSETTREFUND-UB108655108/20/2021
44.54 UB REFUND #: 1-03517-03JEREMY BARRETTREFUND-UB108656108/20/2021
45.60 UB REFUND ACCT #: 1-04079-01JIM & PAMELA JENSENREFUND-UB108657108/20/2021
64.76 UB REFUND #: 1-00502-02JIM GEROLDREFUND-UB108658108/20/2021
315.00 Bulk Water SmartCardsJOHLIN MEASUREMENT LTD00010492108659108/20/2021
141.61 UB REFUND #: 2-07508-03JOSEPH DOHERYREFUND-UB108660108/20/2021
2,500.00 20-1788 17758 Mission Trail SEKEYLAND HOMES MISC-CD108661108/20/2021
5,000.00 20-2283 17800 Meadows Way SEKEYLAND HOMESMISC-CD108662108/20/2021
47.39 UB REFUND ACCT #: 1-09401-00KEYLAND HOMESREFUND-UB108663108/20/2021
350.00 ChalkfestKIDSDANCE00011347108664108/20/2021
155.80 Tire RecyclingLIBERTY TIRE RECYCLING LLC00012628108665108/20/2021
21.97 UB REFUND ACCT #: 3-08975-01LOGAN & ASHLIE WIGTONREFUND-UB108666108/20/2021
47.56 UB REFUND ACCT #: 3-08931-01MARY JO NOHNERREFUND-UB108667108/20/2021
100.00 Volleyball RefundMARY RINGREFUND-REC108668108/20/2021
166.28 UB REFUND ACCT #: 1-02458-01MELISSA SAMESREFUND-UB108669108/20/2021
273.30 PartsMENARDS LUMBER CO00013318108670108/20/2021
35,000.00 20-2483 5558 Jarett Court NEMI HOMES OF MINNEAPOLIS LLCMISC-CD108671108/20/2021
31.77 UB REFUND #: 1-01109-00MICHAEL AUTENRIETHREFUND-UB108672108/20/2021
23.00 Whitmer- Wastewater Cert RenewalMN POLLUTION CONTROL AGCY00013850108673108/20/2021
55.00 Young - Awards LuncheonMN RECREATION & PARK ASSN00013670108674108/20/2021
1,144.25 Jul 2021 Repair PartsNAPA AUTO PARTS00014060108675108/20/2021
295.76 UB REFUND ACCT #: 1-02982-01NATHANIEL & TIFFANY MANTHEYREFUND-UB108676108/20/2021
147.04 UB REFUND #: 4-01736-01PATRICIA HEJHALREFUND-UB108677108/20/2021
108.32 UB REFUND #: 4-05625-00PAUL DORANREFUND-UB108678108/20/2021
59.79 UB REFUND ACCT #: 4-07445-02PENNY WHITEREFUND-UB108679108/20/2021
1,690.75 UB REFUND #: 1-02452-02PETER DUFFYREFUND-UB108680108/20/2021
CHECK REGISTER FOR CITY OF PRIOR LAKE 4/4Page: 08/30/2021 08:31 AM
User: Janet
DB: Prior Lake CHECK DATE FROM 08/07/2021 - 08/27/2021
AmountDescriptionVendor NameVendorCheckBankCheck Date
37.26 PropanePRIOR LAKE RENTAL CENTER00016700108681108/20/2021
2,500.00 20-2640 14304 Epperson Circle NEPULTE HOMES OF MINNESOTAMISC-CD108682108/20/2021
1,039.50 Tennis CampREVOLUTIONARY SPORTS LLC00027855108683108/20/2021
19.79 UB REFUND ACCT #: 3-03028-00ROBERT JOHNSONREFUND-UB108684108/20/2021
11.49 UB REFUND #: 2-02344-01ROBIN HILLEREFUND-UB108685108/20/2021
4,000.00 Refund Boat Slip FeeRYAN CODYREFUND-REC108686108/20/2021
116.97 UB REFUND ACCT #: 1-0056-00SANDRA JOACHIMREFUND-UB108687108/20/2021
56.20 UB REFUND ACCT #: 2-06018-02SOUNOBPHAGNOK XOMPOUCHANHREFUND-UB108688108/20/2021
1,187.99 Ayer Body ArmorSTREICHERS00019900108689108/20/2021
47.18 UB REFUND #: 1-01370-04THOMAS & JENNIFER GREMILLIONREFUND-UB108690108/20/2021
46.09 UB REFUND #: 2-02303-00THOMAS EICHTENREFUND-UB108691108/20/2021
795.10 Pole SawTIM'S SMALL ENGINE REPAIR INC00020510108692108/20/2021
676.73 9275 Chain tensioner repair TRENCHERS PLUS INC00020738108693108/20/2021
7,325.83 Night to Unite - Sidewalk Chalk, Stress US BANK00002105108694108/20/2021
10,017.64 Jul 2021 Video ConferencingUS BANK00002105108695108/20/2021
4,886.60 Water FiltersUS BANK00002105108696108/20/2021
4,651.44 Aug 2021 Cell Phone BillsVERIZON WIRELESS00001315108697108/20/2021
161.97 Marking PaintZACKS INCORPORATED00026100108698108/20/2021
1,750.00 Into to PLAY SportsACTIVE SOLUTIONS00001213108699108/27/2021
1,500.00 Software Services - Portable Speed SignALL TRAFFIC SOLUTIONS00027144108700108/27/2021
1,213.75 Pager RepairANCOM TECHNICAL CENTER00001655108701108/27/2021
162.00 Aug 2021 Yoga InstructorASHLEY BITZAN00028004108702108/27/2021
38.30 VMAC Oil filters ASPEN EQUIPMENT COMPANY00001890108703108/27/2021
575.70 Parking Meter Modem UpgradeCALE AMERICA INC00027637108704108/27/2021
100.00 Water Efficiency RebateDAVE GRATZREFUND-MSC108705108/27/2021
14.25 Tabs - 2008 Dodge #312689 Unit 7112DEPUTY REGISTRAR #16000004400108706108/27/2021
14,428.61 Water MeterFERGUSON WATERWORKS #251600006231108707108/27/2021
2,500.00 20-0990 14553 Glendale Avenue SEFIELDSTONE FAMILY HOMES MISC-CD108708108/27/2021
49.64 SocketGRAINGER INC00023030108709108/27/2021
50.00 Freight for SmartCardsJOHLIN MEASUREMENT LTD00010492108710108/27/2021
788.95 TIF 1st Half 2021 SupplementalJORDAN REAL ESTATE PARTNERSHIP00010820108711108/27/2021
450.00 Chalkfest PerformerJUD HAILEY00028034108712108/27/2021
2,500.00 21-0082 17835 Mission Trail SEKEYLAND HOMESMISC-CD108713108/27/2021
1,099.83 9216 Batteries LARSON COMPANIES00012320108714108/27/2021
300.00 Chalkfest PerformerMATTHEW STANLEY00028035108715108/27/2021
5,000.00 20-1992 13577 Kensington Avenue NEMI HOMES OF MINNEAPOLIS LLCMISC-CD108716108/27/2021
3,575.00 Tower St Water Tower Recon - Antenna ReiOMNI CONTRACTING INC00027913108717108/27/2021
20,404.14 #4 Pickleball Court ConstructionPETERSON COMPANIES INC00027860108718108/27/2021
83.81 Water Efficiency RebatePHYLLIS BROZREFUND-MSC108719108/27/2021
577.50 Soccer CampREVOLUTIONARY SPORTS LLC00027855108720108/27/2021
150.00 2018 Ford Fusion #162224SCOTT COUNTY ATTORNEY00019232108721108/27/2021
4,000.00 Chalkfest PerformerSHAWN MCCANN00027866108722108/27/2021
3,160.00 Sep 2021 Portable ToiletsSPECIALIZED SANITATION00019703108723108/27/2021
49.20 Aug 2021 Phone BillT-MOBILE00026962108724108/27/2021
123.95 Pole saw chains TIM'S SMALL ENGINE REPAIR INC00020510108725108/27/2021
351.38 Bobcat Excavator RentalTRI STATE BOBCAT INC00020790108726108/27/2021
273.25 507 Fuel tank strapsTRUEMAN WELTERS INC00020867108727108/27/2021
416.24 Arts & Culture Committee ConsultantURBANE DRK CONSULTING00027976108728108/27/2021
300.00 Mailbox Replacement - Wild Horse PassWILD'S HOMEOWNERS ASSOCIATIONREF MAIL B108729108/27/2021
164.97 Paint WandZACKS INCORPORATED00026100108730108/27/2021
1 TOTALS:
1,111,228.13 Total of 227 Disbursements:
0.00 Less 0 Void Checks:
1,111,228.13 Total of 227 Checks:
City of Prior Lake
Treasurers Report
July 2021
Fund 7/1/2021 7/31/2021
Fund Type & Name No. Balance Receipts Disbursements Balance
Business-Type Funds
Water Fund 601 5,946,736.94$ 142,052.99$ 1,087,580.31$ 5,001,209.62$
Sewer Fund 604 3,240,743.22 71,037.08 261,512.52 3,050,267.78
Water Quality Fund 602 2,145,985.37 16,271.78 97,141.67 2,065,115.48
Total Business-Type Funds 11,333,465.53$ 229,361.85$ 1,446,234.50$ 10,116,592.88$
Governmental-Type Funds
General Fund 101 11,804,387.89$ 966,457.79$ 1,813,138.50$ 10,957,707.18$
Special Revenue Funds
Cable Franchise Fund 210 99,171.10$ 5,937.10$ 64.99$ 105,043.21$
Capital Park Fund 225 1,474,701.65 4,501.22 8,867.45 1,470,335.42
Police Forfeiture Fund 235 175,657.08 176.19 3,266.00 172,567.27
EDA Special Revenue 240 563,349.91 609.51 15,962.40 547,997.02
Econ Dev Federal Revolving Loan Fund 250 132,568.97 135.49 - 132,704.46
Econ Dev MN Revolving Loan Fund 255 175.33 0.18 - 175.51
Developer Agreement Fund 260 1,516,156.46 11,764.00 78,266.55 1,449,653.91
Federal ARPA Fiscal Recovery Fund 265 - 1,441,280.74 - 1,441,280.74
Total Special Revenue Funds 3,961,780.50$ 1,464,404.43$ 106,427.39$ 5,319,757.54$
Capital Project Funds
Tax Increment 402 16,824.71$ 16.17$ 1,000.00$ 15,840.88$
TIF #1-3 413 185,534.28 129.52 58,805.62 126,858.18
TIF #3-1 414 315,436.73 321.37 1,000.00 314,758.10
TIF #5-1 416 19,040.48 10.69 8,581.22 10,469.95
TIF #6-1 417 601,146.91 456.48 154,517.82 447,085.57
TIF #1-4 418 7,038.32 2.69 4,407.07 2,633.94
TIF #1-5 419 127,472.48 31.51 96,646.78 30,857.21
Revolving Equipment Fund 410 563,553.71 578,482.95 229,699.76 912,336.90
Revolving Park Equipment Fund 430 1,402,399.63 1,420.22 12,815.00 1,391,004.85
Facilities Management Fund 440 569,138.92 573.68 7,835.40 561,877.20
Permanent Impr Revolving Fund 450 469,234.19 479.58 - 469,713.77
Construction Fund 501 419,543.26 2,427,837.13 873,638.43 1,973,741.96
Trunk Reserve Fund 502 4,213,511.03 18,054.80 - 4,231,565.83
Street Oversize Fund 503 1,403,029.79 1,433.96 - 1,404,463.75
Water Storage Fund 505 639,684.14 943.66 - 640,627.80
Total Capital Project Funds 10,952,588.58$ 3,030,194.41$ 1,448,947.10$ 12,533,835.89$
Debt Service Funds
314-351 &
549-573 $ 4,214,508.78 59,063.55$ 5,933.15$ 4,267,639.18$
Agency Fund 801 773,772.50$ 22,500.00$ 42,700.00$ 753,572.50$
Total Governmental Type Funds 31,707,038.25$ 5,542,620.18$ 3,417,146.14$ 33,832,512.29$
Internal Service Funds 7xx 547,025.32$ 5,404.82$ -$ 552,430.14$
Total All Funds 43,587,529.10$ 5,777,386.85$ 4,863,380.64$ 44,501,535.31$
Investment Pool & Ratio as of 7/31/2021 98.48% 43,824,123.91$
This report does not reflect financial obligations from contracts, agreements, purchases, services received, etc.
TREASURER’S REPORT FUND DESCRIPTIONS
General Fund - Represents the resources to support general operating budget expenditures of the City. The year-
end fund balance represents dollars that have accumulated over a period of time. The City Council has designated
a minimum of 45% of the current operating budget, for working capital to finance city operations.
Water Fund - For the collection of water billing utility revenue. This enterprise fund balance is allocated for the
operational costs of the Water departments and normally reserved for large capital municipal system expenses.
Sewer Fund - For the collection of sewer billing utility revenue. This enterprise fund balance is allocated for the
operational costs of the Sewer department and normally reserved for large capital municipal system expenses.
Water Quality Fund - An enterprise account funded by the storm water charge that is generated on the bi-monthly
water and sewer utility bills. The funds in the account are dedicated to finance water quality improvements
including departmental administration, storm water maintenance operations and improvement projects related to
water quality.
Cable Franchise Fund - Acts as a clearing house for funds received from the cable franchise company as specified
by ordinance.
Capital Park Fund - Dedicated funds received from developers in accordance with the City’s Park Dedication
requirement when land is platted. Funds are collected for the purpose of developing the City’s neighborhood park
and trail system. These dollars are programmed throughout the course of the City’s Capital Improvement
Program.
Police Forfeiture Fund – Special revenue fund created to track criminal and DWI forfeiture revenues and
expenditures.
ED Special Revenue – Reserved and expended at the direction of the Prior Lake Economic Development
Authority for specific economic development activity as allowed by MN Statute. The purpose is to provide
economic incentives for new business expansion within the community.
ED Fed/MN Loan Funds - Accounts for the proceeds of economic development grants received either from the
federal government or the State of Minnesota to provide seed money for a revolving loan account. This provides
economic incentive for new business expansion within the community.
DAG Special Revenue Fund - Special revenue fund related to costs the City incurs in connection with a
subdivision. Fees are paid to the City by the developer when the Development Contract and Final Plat are
approved by City Council. Revenues are used to pay for legal expenses incurred with review and approval of the
plat and inspection services on developer installed-utilities for newly approved subdivisions within Prior Lake.
Water Revenue Bond Fund – PW Bldg - Debt service fund to pay bonds issued to construct the public works
maintenance building. The capital facility charge generated on the utility bill provides the funding for the bond
payments which occur semi-annually. Funds are transferred from Sewer and Water Fund.
Water Revenue Bond Fund – WT Plant - Debt service fund to pay bonds issued to construct the water treatment
plant. Revenue from the utility bills provides the funding for the bond payments which occur semi-annually.
Funds are transferred from Sewer and Water Fund.
Tax Increment Funds - Represents an accumulation of funds such as bond proceeds and project administration
fees charged to companies requesting project write-downs in the form of tax increment financing for new and/or
redevelopment. The TIF district property taxes are then deposited in a number of tax increment funds established
to track their respective revenue.
Revolving Equipment Fund - A regular replacement schedule for equipment needs of the City in excess of $5,000
has been adopted. Periodic fund transfers are appropriated to provide a funding source for the acquisition and
purchase of new and replacement vehicles and equipment.
Revolving Park Equipment Fund – Consists of funds reserved for the replacement of park equipment.
Facilities Management Fund – Established in conjunction with the Facilities Management Plan (FMP). The FMP
provides a schedule of major repairs, replacements and upgrades to all of the City facilities.
Permanent Improvement Revolving Fund – Consists of funds available for annual street mill and overlay projects
with any remaining funds to be used to provide upfront funding for future improvements.
Construction Fund - Represent unexpended bond proceeds that are reserved to pay for improvement projects
approved by the City Council on an annual basis. These dollars are necessary to complete outstanding
construction contracts and related engineering and professional services.
Street Oversize Fund - Consists of dedicated revenue generated by fees associated with new development and
new construction building permits for the funding of pedestrian related improvements i.e., bikeways, sidewalks,
trails plus right of way acquisition along collector streets and occasional collector street links.
Trunk Reserve Fund - Consists of dedicated revenue generated from utility connection permits and acreage fees
assessed at time of sewer and water installation for the recovering of trunk oversizing costs and central municipal
system improvements i.e., wells lift stations, force mains, etc. These dollars are programmed throughout the
course of the City’s capital improvement plan.
Water Storage Fund - Accounts for the water tower fee that is charged and collected on building permits. This
fund balance is 100% reserved for the construction of elevated and ground water storage facilities.
Debt Service Funds - Represents prepayments of special assessments, property tax collections and special levies
needed to pay the outstanding bonded indebtedness of the City. This fund balance is 100% reserved for the
payment of bond principal and interest.
Agency Fund - Accounts for the residential building permit deposit that is refunded to the building contractor
upon final inspection. This provides financial assurance that the property site will be adequately cleaned up and
debris free before an occupancy permit is granted.
Severance Compensation Fund – Internal Service Fund established to partially fund the City’s compensated
absence liability associated with the accrued vacation and sick leave for employees upon termination as
recommended by the State Auditor’s Office.
Insurance Fund – Internal Service Fund established to track revenues and expenditures related to insurance funds.
City of Prior Lake
Treasurers Report
July 2021
Fund Type & Name Fund Balance Classification Constraints
Business-Type Funds
Water Fund Unrestricted Identified on utility bill for this purpose
Sewer Fund Unrestricted Identified on utility bill for this purpose
Water Quality Fund Unrestricted Identified on utility bill for this purpose
Governmental-Type Funds
General Fund Unassigned Cash flow, emergencies, one-time opportunities
Special Revenue Funds
Cable Franchise Fund Assigned for communications Statutory obligation to use for PEG access
Capital Park Fund Assigned for capital improvements Contractually obligated; park dedication fees
EDA Special Revenue Assigned for development Economic Development
Econ Dev Federal Revolving Loan Fund Restricted for economic development Economic Development
Econ Dev MN Revolving Loan Fund Restricted for economic development Economic Development
Developer Agreement Fund Assigned for development Contractually obligated;
Capital Project Funds
Tax Increment Restricted for tax increment Contractually obligated by tax increment agreements
TIF #1-3 Restricted for tax increment Contractually obligated by tax increment agreements
TIF #1-4 Restricted for tax increment Contractually obligated by tax increment agreements
TIF #3-1 Restricted for tax increment Contractually obligated by tax increment agreements
TIF #4-1 Restricted for tax increment Contractually obligated by tax increment agreements
TIF #5-1 Restricted for tax increment Contractually obligated by tax increment agreements
TIF #6-1 Restricted for tax increment Contractually obligated by tax increment agreements
Revolving Equipment Fund Assigned for capital improvements Identified for equipment replacement
Revolving Park Equipment Fund Assigned for capital improvements Identified for park equipment replacement
Facilities Management Fund Assigned for capital improvements Identified for funding Facilities Management Plan
Permanent Improvement Revolving Fund Assigned for capital improvements Identified for funding street improvement projects
Construction Fund Restricted for capital improvements Construction projects in progress
Trunk Reserve Fund Assigned for capital improvements Contractually obligated by developer agreements
Street Oversize Fund Assigned for capital improvements Contractually obligated by developer agreements
Water Storage Fund Assigned for capital improvements Contractually obligated by developer agreements
Debt Service Funds Restricted for Debt Service Reserved for contractually obligated debt service
Agency Fund N/A Escrows to be reimbursed to depositors
Internal Service Funds Unrestricted Identified as payment for severance compensation and insurance
MEETING DATE:
September 07, 2021
PREPARED BY:
Nick Monserud, Assistant City Engineer
PRESENTED BY:
Nick Monserud
AGENDA ITEM:
Authorize the preparation of a feasibility report and approve a work order for the Fish Point Road Reconstruction Project, Phase 2 (CP 2023-01)
GOAL AREA
OBJECTIVE:
Transportation & Mobility
1. Maintain quality local street system based on a financially stable plan that meets Overall Condition targets.
RECOMMENDED ACTION:
Adopt a resolution authorizing the preparation of a feasibility report and approving a work order for the Fish Point Road Reconstruction Project, Phase 2 (CP 2023-01).
BACKGROUND:
A feasibility report for the Fish Point Road Reconstruction Project was authorized in 2019 when the project was planned as a one-year project to be completed in 2020. Since that initial
feasibility report was prepared, the project has been split into two phases:
• Phase 1 in 2021 includes full reconstruction of the cul-de-sacs off of Fish Point Road, including improvements to all water, sanitary sewer, and storm sewer facilities in the project
area. Phase 1 is expected to be substantially complete in Fall 2021.
• Phase 2 in 2023 includes full reconstruction of Fish Point Road from 160th Street SE to Hwy 13, including improvements to all water, sanitary sewer, and storm sewer facilities in
the project area.
The partitioning of the project resulted in additional professional engineering services to deliver the project in two distinct phases. Constructing the project in two phases in two
separate construction years will require:
• Collection of some additional topographic survey data to verify tie-in points to the Phase 1 improvements
• An update of the feasibility report for Phase 2 of the project
• Additional public hearings in accordance with the 429 process for Phase 2
• Additional neighborhood meetings for Phase 2
• Creation of a second set of plans and specifications for the Phase 2 work
• Permits to be submitted for each individual phase of the project
• A separate bidding process for Phase 2
• Additional trips for survey staking associated with two separate construction seasons
• Additional construction administration support for the Phase 2 improvements
• Additional public engagement support for the Phase 2 improvements
The City executed a contact with WSB & Associates, Inc. (WSB) in 2019 to provide the professional engineering services for the project when it was initially planned as a one-year project.
The original contract amount with WSB was $445,494. As Phase 1 progressed this year, the following out-of-scope work resulted in an additional $31,854 being needed on the contract:
• Create a geometric design for the review and approval of MnDOT for intersection improvements at TH 13 and Fish Point Road
• Acquire both temporary and permanent easement to replace storm sewer and retaining wall on corner of Fish Point Road and Timber Trail
• Provide additional construction administration and observation support for the retaining wall installation
• Provide public engagement support at each of the weekly construction progress meetings
WSB has provided an updated proposal for professional engineering services that incorporates the additional costs for Phase 1 and Phase 2 as follows:
Original contract amount
$445,494
Additional out-of-scope work on Phase 1
$31,854
Additional cost for Phase 2, including updating the feasibility report
$164,609
Revised contract amount
$641,957
Staff is recommending the execution of a new Work Order with WSB for the additional $196,463 to cover the Phase 1 and Phase 2 costs. The execution of this work order will include an
update to the feasibility report which is necessary step in the 429 process to keep the project on schedule for construction in 2023. The total contract amount of $641,957 for professional
engineering services is 7.7% of the estimated total construction costs for Phase 1 and Phase 2, which is $8,372,847.
FINANCIAL IMPACT:
The financial impact of the project will be further analyzed in the updated feasibility report, including the preparation of preliminary assessment calculations for Phase 2. Following
the completion of the feasibility report update, recommendations for updating the CIP and associated funding requirements will be developed.
ALTERNATIVES:
Motion and second as part of the consent agenda to adopt a resolution authorizing the preparation of a feasibility report and approving a work order for the Fish Point Road Reconstruction
Project, Phase 2 (CP 2023-01)
Motion and second to remove this item from the consent agenda for additional discussion
ATTACHMENTS:
Resolution - Authorize the preparation of a feasibility report and approve a work order for the Fish Point Road Reconstruction Project, Phase 2 (CP 2023-01)
20210907 Work Order WSB - Fish Pt Rd 2
Page 1 of 2
Public Works Consultant Pool
Work Order (Reference Project Name)
WSB & ASSOCIATES, INCORPORATED, dba WSB
This work order (“Work Order”) is issued on this 7th day of September 2021 by the City of Prior
Lake (“City”) pursuant to the Public Works Consultant Pool – Master Agreement dated April 20,
2020 (“Contract”) between the City and WSB & Associates, Incorporated, dba WSB
(“Consultant”).
Based on the mutual promises and covenants set forth herein, the sufficiency of which are hereby
acknowledged, the City and Consultant agree as follows:
1. Scope of Work Order. Consultant agrees to provide, perform and complete all the services
requested by the City in this Work Order and attached Exhibit 1 (“Work”), which Work shall be
subject to the terms and conditions of this Work Order and the Contract.
2. Term of Work Order. All Work requested by this Work Order shall be completed by
December 31, 2023.
3. Compensation for Work Order. City agrees to pay the Consultant an hourly rate not to
exceed $196,463 for the Work requested by this Work Order.
4. Consultant Representative. Consultant has designated Monica Heil to manage the Work
Order subject to the supervision of Consultant’s representative.
ISSUED BY CITY OF PRIOR LAKE
___________________________________
Mayor
___________________________________
City Manager
RECEIVED AND ACCEPTED BY
CONSULTANT
_____________________________________
By:_______________________________
Its:_______________________________
Page 2 of 2
Exhibit 1 – Scope of Work Order
Fish Point Road Budget Amendment Memo 12 24 20
Memorandum
To: Andy Brotzler, PE, Public Works Director/City Engineer
Nick Monserud, PE, Assistant City Engineer
From: Monica Heil, PE, Project Manager
Date: December 24, 2020
Re: City Project No.TRN#20-000001
WSB Project No. 13977-000
Proposed Amendment to Professional Engineering Services Contract
When the City originally solicited proposals for Professional Engineering Services associated with
the Fish Point Road (CR 44 to TH 13) Street Reconstruction Project in 2019, the City had
assumed:
•The project would be constructed in a single construction season in 2020.
The City awarded a Professional Engineering Services contract to WSB in August 2019 for this
work. After work on the feasibility report had commenced, it was determined that the pro ject:
•Would not be constructed in 2020 as had been originally planned, and
•The project would be bisected into two phases for funding purposes:
o Phase 1 would include the cul-de-sacs adjacent to Fish Point Road and would be
constructed in 2021
o Phase 2 would include Fish Point Road and would be constructed in 2023.
The partitioning of the project resulted in additional professional engineering services to deliver
the project in two distinct phases. Constructing the project in two phases in two separate
construction years will require:
•Collection of some additional topographic survey data to verify tie-in points to the Phase
1 improvements
•An update of the feasibility report for Phase 2 of the project
•Additional public hearings in accordance with the 429 process for Phase 2
•Additional neighborhood meetings for Phase 2
•Creation of a second set of plans and specifications for the Phase 2 work
•Permits to be submitted for each individual phase of the project
•A separate bidding process for Phase 2
•Additional trips for survey staking associated with two separate construction seasons
•Additional construction administration support for the Phase 2 improvements
•Additional public engagement support for the Phase 2 improvements
In addition, out-of-scope work was determined to be necessary within Phase 1 of the
improvements to:
•Create a geometric design for the review and approval of MnDOT for intersection
improvements at TH 13 and Fish Point Road.
EXHIBIT 1
Mr. Andy Brotzler, PE
December 24, 2020
Page 2
Fish Point Road Budget Amendment Memo 12 24 20
• Acquire both temporary and permanent easement to replace the storm sewer and
retaining wall on the corner of Fish Point Road and Timber Trail.
• Provide additional construction administration and observation support for the retaining
wall installation within the project corridor.
• Provide public engagement support at each of the weekly construction progress meetings
for the project.
Below is a table providing a summary of the work components, th e original contracted amount,
the Phase 1 Out of Scope Work and the Additional Work Associated with Phase 2.
Original
Contract
Amount
Phase 1 Out
of Scope
Work
Phase 2
Additional
Work
Percent of Total
Est. Construction
Costs
Geotechnical
Evaluation
$16,900.00 0.2%
Topographic Survey $22,634.00 $3,384.00 0.3%
Feasibility Report $15,728.00 $3,092.00 0.2%
Design & Bidding $126,142.00 $14,939.00 $48,116.00 2.3%
429 Process $2,288.00 $3,114.00 0.1%
Construction
Administration
$163,202.00 $10,640.00 $67,542.00 2.9%
Construction
Materials Testing
$43,790.00 0.5%
Easement
Acquisition
$6,275.00 0.1%
Public Engagement $54,810.00 $39,361.00 1.1%
Totals $445,494.00 $31,854.00 $164,609.00 $641,957.00
The total estimated construction costs, for both Phase 1 and Phase 2 of the project, are
$8,372,847.00. The total fee for Professional Engineering Services, including the original
contract amount, Phase 1 Out of Scope Work and Phase 2 Additional Work is $641,957.00, or
7.7% of the estimated construction costs for the project.
The requested budget amendment for Phase 1 Out of Scope work is $31,8 54.00. The requested
budget amendment for additional work associated with constructing the project in two separate
Phases is $164,609.00. The total requested budget amendment is $196,463.00.
We appreciate the City’s consideration of this extra work request. Please let me know if there is
any additional information I can provide about this request. I can be reached at 952-737-4675 or
mheil@wsbeng.com.
3729 Fountain Hills Drive NW
Applewood Pointe - Jeffers Pond
Planned Unit Development Minor Amendment
Parkview Ln NWCR 42
C o v e P o in tC irN W
S
h
o
r
eCrestDrNWShepherds Path NWMckennaRdNWMckenna Rd NWFou n tain
Hi
llsDrNWJeffersPkwyNWFalconCirN
W
FalconCi
rNW42
12
77
44
42
27
21
87
16
23
15
18
82
78
17
79
83
14
70
X:\Planning\Location Map\Location Map Template\Applewood Point PUD Minor Amend.aprx
0 200 400 600 800
Feet
Subject Properties
Subject Property
COUNTY ROAD 42
MCKENNA ROAD NWJEFFERS PARKWAY NWC 2019 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYPUD AMENDMENT SUBMITTAL - PRELIMINARY DESIGN
765 North Hampden Avenue, #180
St. Paul, Minnesota 55114
952.583.9788
APPLEWOOD POINTE OF PRIOR LAKEJeffers PondX00
PUD
SUBMITTAL08/18/2119032CheckerPROJECT SUMMARY
SITE LOCATION MAP ABBREVIATIONS
SHEET INDEX
LANDSCAPE ARCHITECT
PIONEER ENGINEERING
DEVELOPEMENT OF THE PROJECT SHALL INCLUDE THE CONSTRUCTION OF 93 FOR SALE
UNITS AND WILL CONSIST OF A MIXTURE OF UNIT TYPES. THE PROJECT SHALL BE DESIGNED
IN PHASES WITH THE FIRST PHASE CONTINAING 77 UNITS AND THE SECOND PHASE WILL
ADD 16 ADDITIONAL UNITS. THE SITE IS APPROXIMATELY 9.29 ACRES.
THE DEVELOPMENT SHALL BE A COMBINATION OF SURFACE PARKING AND ONE LEVEL OF
BELOW-GRADE PARKING. THE COOPERATIVE STRUCTURE SHALL BE CONCRETE BELOW
GRADE AND PRECASE CONCRETE AT THE FIRST FLOOR TO ACCOMMODATE THE PROPER
FIRE SEPARATION BETWEEN THE PARKING AND HOUSING. THE UPPER FLOORS SHALL BE
TYPE V, WOOD FRAME CONSTRUCTION WITH AN OUTDOOR PATIO LOCATED ON THE
PROPERTY. THE EXTERIOR SKIN OF THE BUILDING IS ANTICIPATED TO BE VENEER BRICK,
SIMULATED STONE AND SIDING.
PIONEER ENGINEERING
2422 ENTERPRISE DRIVE
MENDOTA HEIGHTS, MN 55120
OFFICE | 651.681.1914
ARCHITECT
MOMENTUM DESIGN GROUP
BRIAN GADIENT
KELCIE ROBINSON
755 PRIOR AVENUE NORTH #301A
ST. PAUL, MN 55104
OFFICE | 952.583.9788
DEVELOPER
UNITED PROPERTIES RES, LLC
DAVE YOUNG
651 NICOLLET MALL, SUITE 450
MINNEAPOLIS, MN 55402
CELL | 612.282.7879
OFFICE | 952.837.8667
dave.young@upproperties.com
CIVIL ENGINEER
PRIONEER ENGINEERING
NICK POLTA
2422 ENTERPRISE DRIVE
MENDOTA HEIGHTS, MN 55120
DIRECT | 651.251.0607
CELL | 651.587.7048
npolta@pioneereng.com
APPLEWOOD POINTE -PRIOR LAKE
08-18 2021 PUD AMENDMENT SUBMITTAL
Jeffers Pond
GENERAL CONTRACTOR
WEIS BUILDERS, INC.
JON KOEHLER
7645 LYNDALE AVENUE SOUTH
MINNEAPOLIS, MN 55423
DIRECT | 612.243.4625
OFFICE | 612.243.5000
jonkoehler@weisbuilders.com
ABV ABOVE
ACC ACCESSIBLE
AFF ABOVE FINISHED
FLOOR
ALUM ALUMINUM
APPROX APPROXIMATE
BLKG BLOCKING
BOT BOTTOM
BOW BOTTOM OF WALL
BPL BEARING PLATE
CB CATCH BASIN
CIP CAST-lN-PLACE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE
MASONRY UNIT
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CRS COURSE
CT CERAMIC TILE
DEMO DEMOLISH OR
DEMOLITION
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
N
PARKING SCHEDULE - PHASE 1
GARAGE 88
GARAGE - ACCESSIBLE 3
SURFACE 50
SURFACE - ACCESSIBLE 2
Grand total 143
GROSS BUILDING AREA BY FLOOR - PHASE 1
GARAGE LEVEL 43702 SF
1ST FLOOR 42142 SF
2ND FLOOR 40738 SF
3RD FLOOR 41540 SF
4TH FLOOR 41540 SF
Grand total 209661 SF
ARCHITECTURAL - PUD
SHEET SHEET NAME DATE ISSUED
X00 PUD SUBMITTAL 08/18/21
X11 FLOOR PLANS 08/18/21
X12 FLOOR PLANS 08/18/21
X13 ELEVATIONS 08/18/21
X17 CONTEXT IMAGES 08/29/19
X18 SHADOW STUDIES 08/29/19
LANDSCAPE
SHEET SHEET NAME DATE ISSUED
L1 LANDSCAPE PLAN 08/29/19
CIVIL
SHEET SHEET NAME DATE ISSUED
C0.1 COVER SHEET 08/29/19
C0.2 LEGEND 08/29/19
C1.1 EXISTING CONDITIONS 08/29/19
C2.1 PUD PLAN 08/29/19
C2.2 SITE PLAN 08/29/19
C3.1 SHORELAND OVERLAY PLAN 08/29/19
C4.1 GRADING PLAN 08/29/19
C4.2 EROSION & SEDIMENT CONTROL PLAN 08/29/19
C4.3 WALL CONSTRUCTION PLAN 08/29/19
C4.4 GRADING DETAILS 08/29/19
C5.1 SANITARY & WATERMAIN PLAN 08/29/19
C6.1 STORM SEWER CONSTRUCTION 08/29/19
C7.1 PARKING LOT CONSTRUCTION 08/29/19
C8.1 CITY DETAILS 08/29/19
C8.2 CITY DETAILS 08/29/19
C8.3 CITY DETAILS 08/29/19
C8.4 CITY DETAILS 08/29/19
ABV ABOVE
ACC ACCESSIBLE
AFF ABOVE FINISHED
FLOOR
ALUM ALUMINUM
APPROX APPROXIMATE
BLKG BLOCKING
BOT BOTTOM
BOW BOTTOM OF WALL
BPL BEARING PLATE
CB CATCH BASIN
CIP CAST-lN-PLACE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE
MASONRY UNIT
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CRS COURSE
CT CERAMIC TILE
DEMO DEMOLISH OR
DEMOLITION
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
ABV ABOVE
ACC ACCESSIBLE
AFF ABOVE FINISHED
FLOOR
ALUM ALUMINUM
APPROX APPROXIMATE
BLKG BLOCKING
BOT BOTTOM
BOW BOTTOM OF WALL
BPL BEARING PLATE
CB CATCH BASIN
CIP CAST-lN-PLACE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE
MASONRY UNIT
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CRS COURSE
CT CERAMIC TILE
DEMO DEMOLISH OR
DEMOLITION
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
ABV ABOVE
ACC ACCESSIBLE
AFF ABOVE FINISHED
FLOOR
ALUM ALUMINUM
APPROX APPROXIMATE
BLKG BLOCKING
BOT BOTTOM
BOW BOTTOM OF WALL
BPL BEARING PLATE
CB CATCH BASIN
CIP CAST-lN-PLACE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE
MASONRY UNIT
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CRS COURSE
CT CERAMIC TILE
DEMO DEMOLISH OR
DEMOLITION
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
ABV ABOVE
ACC ACCESSIBLE
AFF ABOVE FINISHED
FLOOR
ALUM ALUMINUM
APPROX APPROXIMATE
BLKG BLOCKING
BOT BOTTOM
BOW BOTTOM OF WALL
BPL BEARING PLATE
CB CATCH BASIN
CIP CAST-lN-PLACE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE
MASONRY UNIT
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CRS COURSE
CT CERAMIC TILE
DEMO DEMOLISH OR
DEMOLITION
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
UNIT MIX BY TYPE - PHASE 1
HOME TYPE COUNT AREA
BRAEBURN 2 BED, 2 BATH 6 1295 SF
BRAEBURN REVERSE 2 BED, 2 BATH 4 1295 SF
BRAEBURN W/ SUN 2 BED, 2 BATH 4 1386 SF
CORTLAND PLUS 2 BED PLUS DEN 4 1634 SF
CORTLAND PLUS REVERSE 2 BED PLUS DEN 4 1634 SF
FIRESIDE 2 BED PLUS DEN 4 1659 SF
GALA 2 BED PLUS DEN 4 1687 SF
HARALSON 2 BED PLUS DEN 4 1533 SF
HARALSON REVERSE 2 BED PLUS DEN 4 1533 SF
HONEYCRISP 2 BED PLUS DEN 6 1572 SF
LIBERTY 2 BED, 2 BATH 4 1447 SF
REGENT 3 BED 4 1879 SF
ROME BEAUTY 3 BED 4 1643 SF
ROME BEAUTY REVERSE 3 BED 3 1643 SF
SOUTHERN ROSE 3 BED 4 1721 SF
SOUTHERN ROSE W/ SUN 3 BED 8 1761 SF
WASHINGTON 2 BED, 2 BATH 2 1538 SF
YORK PLUS 2 BED, 2 BATH 4 1446 SF
GRAND TOTAL 77
PARKING SCHEDULE - PHASE 2
GARAGE 107
GARAGE - ACCESSIBLE 3
SURFACE 50
SURFACE - ACCESSIBLE 2
Grand total 162
GROSS BUILDING AREA BY FLOOR - PHASE 2
GARAGE LEVEL 50529 SF
1ST FLOOR 48967 SF
2ND FLOOR 47561 SF
3RD FLOOR 48332 SF
4TH FLOOR 48331 SF
Grand total 243721 SF
UNIT MIX BY TYPE - PHASE 2
HOME TYPE COUNT AREA
BRAEBURN 2 BED, 2 BATH 10 1295 SF
BRAEBURN REVERSE 2 BED, 2 BATH 4 1295 SF
BRAEBURN W/ SUN 2 BED, 2 BATH 4 1386 SF
CORTLAND PLUS 2 BED PLUS DEN 4 1634 SF
CORTLAND PLUS REVERSE 2 BED PLUS DEN 4 1634 SF
CRISPIN 2 BED PLUS SUN 4 1652 SF
CRISPIN REVERSE 2 BED PLUS SUN 4 1652 SF
FIRESIDE 2 BED PLUS DEN 4 1659 SF
GALA 2 BED PLUS DEN 4 1687 SF
GOLDEN BRAEBURN 2 BED, 2 BATH 4 1463 SF
HARALSON 2 BED PLUS DEN 4 1533 SF
HARALSON REVERSE 2 BED PLUS DEN 4 1533 SF
HONEYCRISP 2 BED PLUS DEN 6 1572 SF
LIBERTY 2 BED, 2 BATH 4 1447 SF
REGENT 3 BED 4 1879 SF
ROME BEAUTY 3 BED 4 1643 SF
ROME BEAUTY REVERSE 3 BED 3 1643 SF
SOUTHERN ROSE 3 BED 4 1721 SF
SOUTHERN ROSE W/ SUN 3 BED 8 1761 SF
WASHINGTON 2 BED, 2 BATH 2 1538 SF
YORK PLUS 2 BED, 2 BATH 4 1446 SF
GRAND TOTAL 93
PARLOR LOBBY
CORTLAND
PLUS
CORTLAND
PLUS
REVERSE
HARALSON
LIBERTY
HARALSON
REVERSE
MAIN
ENTRY
GREAT
ROOM VESTIBULEHONEYCRISP
LIBRARY
RR
OFFICE
ROME
BEAUTY
SOUTHERN
ROSE W/
SUN
YORK PLUS
FITNESS
RR
FIRESIDE
GALA
SOUTHERN
ROSE
BRAEBURN
W/ SUN
BRAEBURN
REGENT
SOUTHERN
ROSE W/
SUN
HOUSEKEEPING
MECH
ELEV
LOBBY
ELEV
LOBBY
MECH/AVSTORAGE
MAIL
PACKAGE
BRAEBURN
REVERSE
STAIR 2 TRASHGUEST
BREAK
ROOM
ELEC
STORAGE STAIR 3WORK
ROOMTRASH
CONF.
ROOM
STAIR
PHASE 2; 4 ADDITIONAL UNITS
PHASE 2
GARAGE ENTRY &
ACCESS DRIVE
PHASE 1
GARAGE ACCESS
ROME
BEAUTY
CORTLAND
PLUS
REVERSE
HARALSON
LIBERTY
HARALSON
REVERSE
CLUB ROOM
HONEYCRISP
SOUTHERN
ROSE W/
SUN
OPEN TO
BELOW
CORTLAND
PLUS
BRAEBURN
REVERSE
YORK PLUS
ARTS &
CRAFTS
SOUTHERN
ROSE
BRAEBURN
W/ SUN
STORAGE
DATA
STORAGE
SOUTHERN
ROSE W/
SUN
REGENT
ELEV
LOBBY
BRAEBURN
GALA
FIRESIDE
ELEV
LOBBY
RR
MECH
MECH
TRASH ELEC /
DATA
STORAGE
MECH
STAIR
ROME
BEAUTY
REVERSE
LOUNGE
LOUNGE
GUEST
STORAGE
TRASHSTAIR 3STAIR 2
PHASE 2; 4 ADDITIONAL UNITS
ROME
BEAUTY
CORTLAND
PLUS
REVERSE
HARALSON
ELEV
LOBBY
REGENT
BRAEBURN
W/ SUN
SOUTHERN
ROSE W/
SUN
SOUTHERN
ROSE
CORTLAND
PLUS
GALA
BRAEBURN
HONEYCRISP
LIBERTY
HARALSON
REVERSE
HONEYCRISP
ROME
BEAUTY
REVERSE
SOUTHERN
ROSE W/
SUN
YORK PLUS
WASHINGTON
BRAEBURN BRAEBURN
REVERSE
FIRESIDE
STORAGE
ELEC
STORAGE
MECH
STAIR 2
STORAGE
TRASHSTAIRMECH
TRASH ELEC /
DATA
ELEV
LOBBY
STORAGE
STAIR
PHASE 2; 4 ADDITIONAL UNITS
GALA
LIBERTY
HARALSON
REVERSE
HONEYCRISP
ROME
BEAUTY
REVERSE BRAEBURN
SOUTHERN
ROSE W/
SUN
ELEV 2
SOUTHERN
ROSE
CORTLAND
PLUS
REVERSE
WASHINGTON
HARALSON
BRAEBURN
W/ SUN
SOUTHERN
ROSE W/
SUN
CORTLAND
PLUS
STAIR
YORK PLUS
BRAEBURN
REVERSE
HONEYCRISP ROME
BEAUTY
FIRESIDE
ELEV
LOBBY
ELEV
LOBBY
BRAEBURN
MECH
STORAGE
STORAGE
DATA
STORAGE
STAIR
ELEC /
DATA
MECH
TRASH
REGENT
SKY
LOUNGE
RR
TRASHSTAIRPHASE 2; 4 ADDITIONAL UNITS
GARAGE
GARAGE
ENTRANCE
HOBBY
SHOP
MECH
WATER
MAINT.
TRASHELEV
LOBBY
STORAGE
BUILDING
STORAGE
STORAGE
BUILDING
STORAGE
ELEV
LOBBY BUILDINGSTORAGESTORAGEELEV 1
MECH
RR
STORAGE
STAIR
GARDEN
STORAGE
TRASH
BIKE
REPAIR ELECSTAIRSTAIR 2
STORAGE
STORAGE
AREA WELL
PHASE 2;
19 ADDITIONAL
PARKING SPACES
GARAGE
EXIT
MECH
PHASE 2;
19 ADDITIONAL
PARKING SPACES
C 2019 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYPUD AMENDMENT SUBMITTAL - PRELIMINARY DESIGN
765 North Hampden Avenue, #180
St. Paul, Minnesota 55114
952.583.9788
APPLEWOOD POINTE OF PRIOR LAKEJeffers PondX11
FLOOR PLANS08/18/2119032Checker1" = 30'-0"
First Floor
1" = 30'-0"
Second Floor
1" = 30'-0"
Third Floor
1" = 30'-0"
Fourth Floor
1" = 30'-0"
Garage Floor
1" = 30'-0"
Garage Floor Phase 2
GARAGE
GARAGE
ENTRANCE
HOBBY
SHOP
MECH
WATER
MAINT.
TRASH
ELEV
LOBBY
STORAGE
BUILDING
STORAGE
STORAGE
BUILDING
STORAGE
ELEV
LOBBY BUILDINGSTORAGESTORAGEELEV 1
MECH
RR
STORAGE
STAIR
GARDEN
STORAGE
TRASH
BIKE
REPAIR ELECSTAIRSTAIR 2
PHASE 2;
19 ADDITIONAL
PARKING SPACES
19' - 0"17' - 0"ORIGINAL
FOOTPRINT
AREA WELL
PARLOR LOBBY
CORTLAND
PLUS
CORTLAND
PLUS
REVERSE
HARALSON
LIBERTY
HARALSON
REVERSE
MAIN
ENTRY
GREAT
ROOM VESTIBULEHONEYCRISP
LIBRARY
RR
OFFICE
ROME
BEAUTY
SOUTHERN
ROSE W/
SUN
YORK PLUS
FITNESS
RR
FIRESIDE
GALA
SOUTHERN
ROSE
BRAEBURN
W/ SUN
BRAEBURN
REGENT
SOUTHERN
ROSE W/
SUN
HOUSEKEEPING
MECH
ELEV
LOBBY
ELEV
LOBBY
MECH/AVSTORAGE
MAIL
PACKAGE
BRAEBURN
REVERSE
STAIR 2 TRASHGUEST
BREAK
ROOM
ELEC
STORAGE STAIR 3WORK
ROOMTRASH
CONF.
ROOM
STAIR
PHASE 2; 4 ADDITIONAL UNITS
19' - 0"17' - 0"ORIGINAL
FOOTPRINT
PHASE 2
GARAGE ENTRY &
ACCESS DRIVE
PHASE 1
GARAGE ACCESS
P R O P E R T Y L IN E
3 0 ' B U IL D IN G S E T B A C K
BEYOND SETBACK
29' - 4"
BEYOND SETBACK
48' - 4"SETBACK20'
- 6"BEYONDBEYOND SETBACK43'
-
0"
ROME
BEAUTY
CORTLAND
PLUS
REVERSE
HARALSON
LIBERTY
HARALSON
REVERSE
CLUB ROOM
HONEYCRISP
SOUTHERN
ROSE W/
SUN
OPEN TO
BELOW
CORTLAND
PLUS
BRAEBURN
REVERSE
YORK PLUS
ARTS &
CRAFTS
SOUTHERN
ROSE
BRAEBURN
W/ SUN
STORAGE
DATA
STORAGE
SOUTHERN
ROSE W/
SUN
REGENT
ELEV
LOBBY
BRAEBURN
GALA
FIRESIDE
ELEV
LOBBY
RR
MECH
MECH
TRASH ELEC /
DATA
STORAGE
MECH
STAIR
ROME
BEAUTY
REVERSE
LOUNGE
LOUNGE
GUEST
STORAGE
TRASHSTAIR 3STAIR 2
PHASE 2; 4 ADDITIONAL UNITS
19' - 0"17' - 0"ROME
BEAUTY
CORTLAND
PLUS
REVERSE
HARALSON
ELEV
LOBBY
REGENT
BRAEBURN
W/ SUN
SOUTHERN
ROSE W/
SUN
SOUTHERN
ROSE
CORTLAND
PLUS
GALA
BRAEBURN
HONEYCRISP
LIBERTY
HARALSON
REVERSE
HONEYCRISP
ROME
BEAUTY
REVERSE
SOUTHERN
ROSE W/
SUN
YORK PLUS
WASHINGTON
BRAEBURN BRAEBURN
REVERSE
FIRESIDE
STORAGE
ELEC
STORAGE
MECH
STAIR 2
STORAGE
TRASHSTAIRMECH
TRASH ELEC /
DATA
ELEV
LOBBY
STORAGE
STAIR
PHASE 2; 4 ADDITIONAL UNITS
19' - 1"17' - 0"GALA
LIBERTY
HARALSON
REVERSE
HONEYCRISP
ROME
BEAUTY
REVERSE BRAEBURN
SOUTHERN
ROSE W/
SUN
ELEV 2
SOUTHERN
ROSE
CORTLAND
PLUS
REVERSE
WASHINGTON
HARALSON
BRAEBURN
W/ SUN
SOUTHERN
ROSE W/
SUN
CORTLAND
PLUS
STAIR
YORK PLUS
BRAEBURN
REVERSE
HONEYCRISP ROME
BEAUTY
FIRESIDE
ELEV
LOBBY
ELEV
LOBBY
BRAEBURN
MECH
STORAGE
STORAGE
DATA
STORAGE
STAIR
ELEC /
DATA
MECH
TRASH
REGENT
SKY
LOUNGE
RR
TRASHSTAIRPHASE 2; 4 ADDITIONAL UNITS
19' - 1"17' - 0"C 2019 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYPUD AMENDMENT SUBMITTAL - PRELIMINARY DESIGN
765 North Hampden Avenue, #180
St. Paul, Minnesota 55114
952.583.9788
APPLEWOOD POINTE OF PRIOR LAKEJeffers PondX12
FLOOR PLANS08/18/2119032Checker1" = 30'-0"
Garage Floor
1" = 30'-0"
First Floor
1" = 30'-0"
Second Floor
1" = 30'-0"
Third Floor
1" = 30'-0"
Fourth Floor
1ST FLOOR
0"
ROOF
42' -4 3/4"
2ND FLOOR
10' -11 1/4"
3RD FLOOR
21' -11 1/8"
4TH FLOOR
32' -11"
GARAGE LEVEL
-11' -0"
ROOF BEARING HT.
41' -10 3/4"
PREFINISHED METAL LOUVER; TO BE
PAINTED TO MATCH ADJACENT EXTERIOR
FINISH, TYP. SUBMIT PROPOSED PAINT
COLORS TO ARCHITECT FOR REVIEW.
CAST STONE SILL & LINTEL AT
MASONRY OPENINGS, TYP.
PREFINISHED METAL
RAILING
VINYL WINDOW;
SEE WINDOW
SCHEDULE
FIBER CEMENT TRIM; SEE
EXTERIOR FINISH SCHEDULE
FOR COORDINATING FC
PANELS AND TRIM
FIBER CEMENT
ACCENT TRIM
PREFINISHED FASCIA,
BARGEBOARD & TRIM
FIBER CEMENT
ACCENT TRIM
FYPON URETHANE
BRACKET
CAST STONE CAP; TYP.
ABOVE MASONRY &
MANUFACTURED STONE
SF01
M1 MS1 M1 S2
S1
S2
CAST STONE CAP AT PIERS, TYP.
S2
ASPHALT
SHINGLE ROOF
EXPOSED COLORED ROCK FACE
BLOCK ABOVE GROUND LINE,
CONFIRM FINAL EXTERIOR
GRADES AND PROPOSED
ELEVATIONS WITH CIVIL
EXPOSED COLORED ROCK FACE BLOCK
ABOVE GROUND LINE, CONFIRM FINAL
EXTERIOR GRADES AND PROPOSED
ELEVATIONS WITH CIVIL
C 2019 MOMENTUM DESIGN GROUP LLCDateProject ArchitectProject NumberARCHITECTURAL SHEETS ISSUED FOR REFERENCE ONLYPUD AMENDMENT SUBMITTAL - PRELIMINARY DESIGN
765 North Hampden Avenue, #180
St. Paul, Minnesota 55114
952.583.9788
APPLEWOOD POINTE OF PRIOR LAKEJeffers PondX13
ELEVATIONS08/18/2119032CheckerSCALE 1/8" = 1'-0"1 MAIN ENTRY ELEVATION
CR 42
C o ve
P
oi
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NWEnclaveCtNWStation Pl NWParksid
eCt NW
Par k view
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W Shepherds Path NWJeffers PkwyNWS
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42
21
12
44
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82
78
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77
79
83
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Jeffers Foundation - Lil Explorers Daycare
Final Plat and Planned Unit Development Amendment
X:\Planning\Location Map\Location Map Template\Location Map Template Two.aprx
Subject Property
LEGENDENGINEER/SURVEYORWETLANDSSTORMWATERLANDSCAPING PLANSite PlanLil Explorers Childcare CenterPrior Lake, MN202118C1LIGHTING PLAN2580 Christian Dr.Chaska, MN 55318612-418-6828LAND SURVEYING& ENGINEERINGSHEET INDEXJeremy Spaude21830 S. Diamond Lake Dr.Rogers, MN 55374612-501-1493LEGAL DESCRIPTIONPROPERTY OWNERPROPERTY INFORMATIONDEVELOPERTREE PRESERVATIONSEE THE PRELIMINARY PLAT FOR DETAILED LOT AND EASEMENT DIMENSIONS
Grading, Drainage, andErosion Control PlanLEGENDGRADING NOTESLil Explorers Childcare CenterPrior Lake, MNC32580 Christian Dr.Chaska, MN 55318612-418-6828LAND SURVEYING& ENGINEERINGJeremy Spaude21830 S. Diamond Lake Dr.Rogers, MN 55374612-501-1493202118SECTION A-A
Date Last Revised:Copyright Michael J. Thomas Architect, LLC. Allrights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect,LLC and may not be constructed or used withoutits expressed written permission. No permissionto modify or reproduce any of thesearchitectural works, including without limitationthe construction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:21003 Lil X Prior Lake 06-18-21.plnDrawn By:02-08-21, 02-12-21, 03-03-21,03-08-21, 03-15-21, 03-19-21,03-20-21, 04-10-21, 06-18-2121003SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:06-18-21Date Signed:A0.0aPhone 651-245-2346East Bethel, MN 550924918 S. Tri Oak Circle NEwww.michaeljthomasarchitect.comLil Explorers Childcare CenterNew BuildingNW Corner ofEdege Creek Avenue North & Fountain Hills DrivePrior Lake, MNSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETArchitectural Supplemental Instruction (ASI) #1 06-18-21EDGE CREEK AVENUE NORTH (C.S.A.H. NO. 21)EDGE CREEK AVENUE NORTH (C.S.A.H. NO. 21)EDGE CREEK AVENUE NORTH (C.S.A.H. NO. 21)EDGE CREEK AVENUE NORTH (C.S.A.H. NO. 21)FOUNTAIN H ILLS DR IVE
FOUNTAIN H ILLS DR IVE
FOUNTAIN H ILLS DR IVE
FOUNTAIN H ILLS DR IVE
PREFINISHED METALFirestone Metal ProductsKynar finish"Matt Black"Roof fascias, soffits, dripcaps, and misc. break metallocations.ALUMINUM ENTRYDOORSClear Anodized FinishFIBERGLASS SHINGLESGAF Timberline HD ShinglesColor : “Charcoal”Fiberglass WindowsAnderson 100 Series FibrexColor: BlackManufactured StoneVeneerBoulder CreekMontana "Jasper" S4655-14Painted LP Siding6" Lap Siding &Cedarmill Panel with 3 1/2"Battens/ TrimEIFS/ Stucco FinishCustom ColorEIFS/ Stucco FinishCustom ColorEIFS/ Stucco FinishCustom Color
Page 1
DEVELOPMENT AGREEMENT
Jeffers Pond Tenth Addition
PROJECT #21-000014
This Development Agreement (“Agreement”) is entered into this 7th day of September, 2021, by and
between the City of Prior Lake, a Minnesota municipal corporation ("City"), and Lil Explorers Child Care
(“Developer”).
WHEREAS, Developer is the owner of property located within the City of Prior Lake, County of
Scott, legally described on Exhibit A (“Property”);
WHEREAS, Developer has applied to the City for Final Plat approval for the construction of a
child care facility on the Property;
NOW, THEREFORE, in consideration of the City Council adopting Resolution No.
____________ (“Resolution”) for Final Plat approval for the construction of a child care facility and the
related public improvements on the Property, Developer agrees to construct, develop and maintain the
Property as follows:
1. RIGHT TO PROCEED. The City shall not issue a building permit and Developer shall
not construct upon the Property in any manner, or begin the Development Work until all of the following
Page 2
conditions have been satisfied: 1) the final Plat and this Agreement have been fully executed by all parties
and recorded in the office of the Scott County Recorder or Registrar or Titles as applicable; 2) the necessary
Security, deposits, fees and insurance have been received by the City, and 3) the City Engineer or his/her
designee has issued a letter that all conditions have been satisfied and that the Developer may proceed.
2. PHASED DEVELOPMENT. This Agreement represents approval only of the units
identified above and the related improvements set forth on the final Plat and Plans. It does not represent
approval of any additional development including any proposed future phases. If the final Plat is a phase
of a multi-phased preliminary Plat, the Developer shall submit, in accordance with City Code, a staging plan
for City Council approval which may allow the Developer more than one (1) year to subdivide the Property
into lots and blocks. If the final Plat is a phase of a multi-phased preliminary Plat, the City Council may
refuse to approve final plats of subsequent phases or other Plats within the City if the Developer has breached
this Agreement or any terms or conditions set out in the Resolution and the breach has not been remedied. In
addition, no other subsequent phases may proceed until the City Council approves development agreements
for such phases. Fees and charges collected by the City in connection with infrastructure, public
improvements and parkland dedication requirements are not being imposed on outlots, if any, in the final Plat
that are designated in an approved preliminary Plat for future subdivision into lots and blocks. Such charges
will be calculated and imposed when the outlots are subdivided into lots and blocks.
3. DEVELOPMENT PLANS.
A. The Property shall be developed in accordance with the final plans identified below, subject
to such changes and modifications as provided herein (“Plans”). The Plans shall not be attached to this
Agreement, but are incorporated by reference and made a part of this Agreement as if fully set forth herein.
If the Plans vary from the written terms of this Agreement, the more specific or stringent controls shall apply.
The Plans are:
Page 3
Plan A -- Final Plat as stamped approved by the City Engineer or his/her designee
(Prepared by SISU Land Surveying & Engineering Inc.) subject to the
changes and modifications set forth in the Resolution.
Plan B -- Final Grading, and Erosion Control Plan(s) including Storm Water Pollution
Prevention Plan (“SWPPP”) as stamped approved by the City Engineer or
his/her designee (Prepared by SISU Land Surveying & Engineering Inc.)
Plan C -- Plans and Specifications for Developer Installed Public Improvements as
stamped approved by the City Engineer or his/her designee (Prepared by SISU
Land Surveying & Engineering Inc.)
B. In addition, Developer shall grade, construct upon, and improve the Property pursuant to
all requirements of this Agreement, the Resolution, the Prior Lake City Code, the City's Public Works
Design Manual (“PWDM”), and the direction of City Manager or his/her designee. All improvements and
other work required by the Plans, the Developer Installed Public Improvements, and such other work as
is required by this Agreement, the Resolution or the documents or parties identified above are hereafter
referred to as the "Development Work." Developer shall be responsible for all costs related to the
Development Work.
4. DEVELOPER INSTALLED PUBLIC IMPROVEMENTS.
A. The Developer shall install and pay for the public improvements identified in the Plans,
hereinafter referred to as the “Developer Installed Public Improvements”, which may include but are not
limited to: Sanitary Sewer System, Water System, Storm Sewer, Streets, Concrete Curb and Gutter, Street
Lights, Site Grading and Ponding, Underground Utilities, Traffic Control Signs, Street Signs, Setting of Iron
Monuments, Sidewalks, Trails, and Boardwalks, Landscaping and Wetland Buffer Signage. All Develoepr
Installed Public Improvements shall be dedicated or conveyed to the public, and shall be located within
public property, right-of-way, or easement dedicated to the public.
B. Developer shall complete all Developer Installed Public Improvements and obtain the City
Council’s written acceptance of the Developer Installed Public Improvements no later than December 31,
2022. The final wear course on streets shall be installed by October 31st of the same year the base layer of
Page 4
asphalt is installed. If the final wear course is not installed by the date required herein, no additional building
permits shall be issued for the Property until the punch list is complete and the final wear course installed. All
punch list items shall be completed before the final wear course is installed in order to allow for inspection.
Any modifications to this section are to be proposed in writing and approved by the City Engineer
C. Developer shall mark and label the GPS coordinates of the Developer Installed Public
Improvements as the improvements are constructed. All of the following items must be marked and labeled
and the data provided to the City in a form compatible with ArcGIS.
· Watermain – bends, tees, valves, crosses, sleeves, services corps, curb stops, future stubs.
· Sanitary sewer – manholes, service wyes, service stubs, cleanouts, future sanitary sewer stubs.
· Storm Sewer – manholes, catchbasins, outlet structures, flared end sections, cleanouts, tile, valves.
· Signs – all developer installed signs and type of sign.
The City Council will not accept the Devleoper Installed Pubilc Improvements unless the GPS coordinates
for all of the listed items are provided. If Developer fails to provide the required coordinates, Developer will
be required to re-access the improvements, mark and label the GPS coordinates and then restore the
improvements.
D. As a condition of the City Council’s acceptance of the Developer Installed Public
Improvements, the Developer’s engineer shall by written letter certify to the City that the Developer’s
engineer made reasonable inspections of the Developer Installed Public Improvements and that the
Developer Installed Public Improvements were built in accordance with this Agreement.
E. Upon the City Council’s written acceptance, by City Council Resolution, of the Developer
Installed Public Improvements, the Developer Installed Public Improvements shall automatically become
property of the City without further notice or action. The Developer shall be responsible for all
maintenance of the Developer Installed Public Improvements until written acceptance by the City Council.
Page 5
F. Under no circumstances shall Developer charge or assess, directly or indirectly, any fee,
charge, assessment or consideration, to any party, for connection or access to, or service by, any Developer
Installed Public Improvement.
G. Private Improvements. In addition to the Developer Installed Public Improvements, the
Developer shall install and pay for the following private improvements
________________________________________, all as identified in the Plans and all of which shall be
located on private property. The private improvements shall be installed, maintained, operated, repaired and
replaced by the Developer until such time as those obligations are transferred to the owners of the appropriate
lots or to a home owners association. The City shall have no obligations in relation to the private
improvements.
5. PROJECT TESTING. The Developer is responsible, at the Developer’s sole cost, to
provide testing to certify that Developer Installed Public Improvements were completed in compliance
with the Plans. The personnel performing the testing shall be certified by the Minnesota Department of
Transportation. The City Engineer or his/her designee has the sole discretion to determine if additional
testing is necessary. The cost of additional testing is to be paid by the Developer.
6. FINAL PLAT AND AS-BUILTS.
A. Within 30 days after the completion of the Developer Installed Public Improvements,
Developer shall supply the City a complete set of reproducible “as constructed” plans, and four complete
sets of blue line “as constructed” plans, all prepared in accordance with City standards. In addition,
Developer shall provide the City with an as-built grading plan and a certification by a registered land surveyor
or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by
the City. The Security shall not be released until the as-builts have been received by the City. The as-built
plans shall include field verified elevations of the following: a) cross sections of ponds, b) location and
elevations along all swales and ditches, and c) lot corners and house pads. The Developer shall also submit
Page 6
a land tabulation certified by a registered engineer showing that all pads have been corrected in accordance
with project specifications.
B. The Developer shall submit the final Plat in electronic format. The electronic format shall be
compatible with the City's current software. In addition, upon completion of the project the Developer shall
provide the City with as-built utility plans in electronic format compatible with the City’s current software
and with layers, colors, and line-types formatted in accordance with City standards. Additionally, three (3)
full size (22 X 34 inch) paper copies and one (1) reduced (11 X 17 inch) copy shall be certified and submitted
to the City.
7. MONUMENTS. Before the Security is released, Developer shall install iron monuments in
accordance with Minn. Stat. §505.021. The Developer's surveyor shall submit a written notice to the City
certifying that the monuments have been installed.
8. WARRANTY. Developer warrants all Developer Installed Public Improvements against
any defects, poor material and faulty workmanship for a period of two years after its completion by
Developer and acceptance by the City Council. Any replacement work shall be so warranted for two years
after its completion by Developer and acceptance by the City Council. Both the Developer Installed Public
Improvement warranty period described in this paragraph and the landscape warranty period described in
paragraph 20 below are hereinafter referred to as the “Warranty Period”.
9. LICENSE. The Developer hereby grants the City, its agents, employees, officers and
contractors a non-revocable license to enter the Property to perform all work and inspections deemed
appropriate by the City in conjunction with the development of the Property.
10. EROSION CONTROL.
A. Developer shall be responsible for constructing and maintaining all grading, storm
water/drainage infrastructure, and erosion control in compliance with the Plans, the City Engineer or
his/her designee’s requirements, and the individual building/grading plan for each specific lot, until the
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later of: (i) such time as the City Council has accepted the Developer Installed Public Improvements in
writing; or (ii) a certificate of occupancy has been issued for each specifc lot.
B. Developer shall install silt fence prior to lot construction to avoid erosion to adjoining
properties, public sidewalk or the public street; locate all garbage roll offs and dumpsters, or cause the
same to be located, on the Property and not on public property; and install protection at catch basins to
prevent silt and debris from entering the storm sewer.
C. Developer shall seed or lay cultured sod in all boulevards and restore all other areas disturbed
by the Development Work within thirty (30) days of the completion of street related improvements.
Boulevard and Area Restoration shall be in accordance with the approved erosion control plan and SWPPP.
No building permits will be issued until the Developer has installed silt-fence behind the curb of all
buildable lots. Developer shall be responsible for the maintenance of any silt fence installed. Upon request
of the City Engineer or his/her designee, the Developer shall remove the silt fences after turf establishment.
D. Prior to initiating site grading, the erosion control plan and SWPPP shall be implemented
by the Developer and inspected and approved by the City Engineer or his/her designee. The City Engineer
or his/her designee may require the Developer, at no cost to the City, to install additional erosion control
measures if they are necessary to meet erosion control objectives. All areas disturbed shall be reseeded
immediately after the completion of the work in that area. All seeded areas shall be mulched and disc
anchored as necessary for seed retention.
E. No development, utility or street construction will be allowed unless the Property is in full
compliance with the erosion control requirements.
11. CONSTRUCTION ACCESS. Construction traffic access is restricted to Fountain Hills Drive
NW. No construction traffic is permitted on other adjacent local streets.
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12. IMPROVEMENTS REQUIRED BEFORE ISSUANCE OF BUILDING PERMITS.
A. Wetland Buffer Signage must be installed prior to the issuance of any building permits within
the Property and in accordance with the requirements of the Public Works Design Manual (Part III,
Hydrology Rules).
B. A temporary or permanent certificate of occupancy shall not be issued for any building on the
Property until water and sanitary sewer improvements have been installed and the streets have been completed
and said improvements have been inspected and determined by the City Engineer or his/her designee to be
available for use.
C. Notwithstanding any other provision of this Agreement, the City will issue a building permit
for up to two (2) model homes and a temporary parking lot upon Developer’s compliance with the following
requirements: (1) approval of the building plans by the Building Official; (2) approval of a site survey for
the model home(s) and parking lot(s) by the City Community Development Director, and (3) presence of a
paved street within 300 feet of a model home and presence on said paved street of a fire hydrant within 300
feet of a model home and approval by the Fire Chief.
13. CONSTRUCTION OBSERVATION. The City’s authorized personnel or contractors shall
provide construction observation during the installation of the Developer Installed Public Improvements in
accordance with the PWDM. These services by the City shall include:
A. Construction observation during installation of required Developer Installed Public
Improvements, which include grading, sanitary sewer, water main, storm sewer/ponding and street system.
B. Documentation of construction work and all testing of Developer Installed Public
Improvements.
C. Field document as-built location dimensions for sanitary sewer, water main and storm sewer
facilities. The Developer’s Engineer is responsible for data collection and preparation of as-built record plans.
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14. DEDICATIONS, CONVEYANCES, EASEMENTS AND VACATIONS.
A. Developer shall convey to the City, through dedication in the final Plat or a separate
conveyance document, fee title or an easement (whichever is required by the City Attorney), all of the
following: (i) the property encompassing all Developer Installed Public Improvements, (ii) property
necessary for all public and private connections and access to all Developer Installed Public
Improvements, (iii) property for streets, sidewalks, and trails identified in the Plans; (iv) any property for
park dedication, and (v) all other property interests, conveyance of which is required by this Agreement.
B. The City Council shall vacate ____ (list any vacation of easements, roads etc.)
_________________.
C. Developer shall obtain the written approval of the City Attorney and the City Engineer or
his/her desingee of the form of the conveyance documents and the location of all easements or fee title
conveyances required by this Agreement.
D. With respect to any interest in all portions of the Property which Developer is required,
pursuant to this Agreement, to dedicate or convey to the City ("Dedicated Property"), Developer represents
and warrants as follows now and at the time of dedication or conveyance: (i) that Developer has
marketable fee title free and clear of all mortgages, liens, and other encumbrances to the Dedicated
Property. Prior to final plat approval, Developer shall provide to the City a current title insurance policy
insuring such a condition of title; (ii) that Developer has not used, employed, deposited, stored, disposed
of, placed or otherwise allowed to come in or on the Dedicated Property, any hazardous substance,
hazardous waste, pollutant, or contaminant, including, but not limited to, those defined in or pursuant to
42 U.S.C. § 9601, et. seq., or Minn. Stat., Sec. 115B.01, et. seq. (such substances, wastes, pollutants, and
contaminants hereafter referred to as "Hazardous Substances"); (iii) that Developer has not allowed any
other person to use, employ, deposit, store, dispose of, place or otherwise have, in or on the Property, any
Hazardous Substances; and (iv) that to the best of its knowledge, Developer warrants that no previous
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owner, operator or possessor of the Property deposited, stored, disposed of, placed or otherwise allowed
in or on the Property any hazardous substances.
E. Developer agrees to indemnify, defend and hold harmless City, its successors and assigns,
against any and all loss, costs, damage and expense, including reasonable attorneys’ fees and costs, that
the City incurs because of the breach of any of the above representations or warranties and/or resulting
from or due to the release or threatened release of Hazardous Substances which were, or are claimed or
alleged to have been, used, employed, deposited, stored, disposed of, placed, or otherwise located or
allowed to be located, in or on the Dedicated Property by Developer, its employees, agents, contractors or
representatives.
15. DEPOSITS/ESCROWS.
A. Deposit for Legal Fees. Developer shall be responsible for all reasonable legal fees incurred
by the City relating to revisions and amendments to and enforcement of this Agreement. Developer shall
make a cash deposit with the City for legal fees incurred by the City. If the cash deposit is exhausted, the
City Engineer or his/her designee may require that Developer submit additional funds to replenish the
cash deposit. Alternatively, the City Engineer or his/her designee may invoice the Developer direclty for
such costs and Developer shall pay all such invoices within ten (10) days of receipt. City may cease all
work and review of the Development Work until the invoice is paid and/or the cash deposit is replenished.
Any balance remaining in the cash deposit after the expiration of the Warranty Period shall be returned to
the Developer.
B. Construction Observation Deposit. Developer shall be responsible for all construction
observation costs incurred by the City relating to this Agreement. Developer shall make a cash deposit
with the City for construction observation. If the cash deposit is exhausted, the City Engineer or his/her
designee may require that Developer submit additional funds to replenish the cash deposit. Alternatively,
the City Engineer or his/her designee may invoice the Developer directly for such costs and Developer
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shall pay all such invoices within ten (10) days of receipt. City may cease all work and review of the
Development Work until the invoice is paid and/or the cash deposit is replenished. Any balance remaining
in the cash deposit after the City Council’s final acceptance of the Developer Installed Public
Improvements shall be returned to the Developer.
16. FEES AND CHARGES. Developer shall pay the fees and charges identified below, set
forth in the City Fee Schedule and described in detail in Exhibit B prior to any work occurring on the
Property. Fees and charges are nonrefundable. Such fees and charges may include but are not limited to
the following:
A. Administrative Fee. Developer shall pay to the City an Administrative Fee based on
construction cost estimates to reimburse the City for costs incurred.
B. Park Dedication Fee. Prior to release of the final Plat, Developer shall pay cash park
dedication fees for the Property as required by City Code in effect as of the date of the plat approval.
C. Tree Preservation and Replacement.
D. Trunk Storm Water Acreage Charge.
E. Trunk Water Acreage Charge.
F. Trunk Sewer Acreage Charge.
G. Street Light Operational Costs.
H. Chip Seal Fee.
17. MAINTENANCE OF PLATTED LOTS. Developer shall provide ongoing maintenance
of all platted lots on the Property, including but not limited to mowing and weed control, sidewalk clearing
(ice, snow, building materials, eroded materials, and other debris), storm water and erosion control, and
other maintenance issues for which the Developer receives notice from the City Manager or his/her
designee. Developer’s obligations pursuant to this paragraph shall continue until the later of: (i) such time
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as the City Council has accepted the Developer Installed Public Improvements in writing; or (ii) until each
specific lot is sold.
18. OVERSIZING. Oversizing is the construction of a Developer Installed Public Improvement
to City specifications that exceeds those that would be required of the Developer in order to serve additional
development. Oversizing improvements include, but are not limited to, sanitary sewer, water, storm drainage
facilities, and road improvements. If the City Engineer or his/her designee determines that oversizing is
required for sanitary sewer, water or storm drainage, the City shall reimburse the Developer for the costs
associated with this work. City and Developer agree that the cost of system oversizing to be reimbursed to
the Developer is based upon the following: a cost estimate by the City Engineer or his/her designee based on
an engineer’s estimate or contractors bid to be provided by the Developer; and application of the City's
Assessment Policy based on a final engineering design as described in Exhibit B. If the City Engineer or
his/her designee determines that oversizing is required for road improvements, Developer shall install such
oversize improvements at Developer’s cost.
19. LANDSCAPING (Single-Family Residential). In accordance with the City Subdivision
Code, each residential lot on the Property must have at least two (2) front yard trees. The City shall not issue
a building permit for a lot until two (2) front yard trees are planted or retained and a cash escrow or letter of
credit for the lot in question’s landscaping is provided to the City. The City shall not issue a certificate of
occupancy for a lot until the front yard, boulevard, and side yards to the rear of every structure have been
sodded, weather permitting. If the required landscaping is not installed, the City is granted a right of entry to
enter upon the lot and install the landscaping using the escrowed funds or letter of credit. Upon satisfactory
completion of the landscaping on the lot, the escrowed funds less any draw made by the City, shall be returned
to the person who deposited the funds with the City.
20. LANDSCAPING. Landscaping for the Property shall comply with Plan C. Developer shall
warrant all required trees, whether the trees are to be retained or planted, for one (1) year from the later of: (i)
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the planting of the tree; or (ii) the issuance of a certificate of occupancy to the lot upon which the tree is
located. A tree replaced under this warranty shall be warranted an additional one (1) year from the date of
the planting of the replaced tree. In additional to all other security required under this Agreement, Developer
shall provide to the City a cash escrow or letter of credit in the amount specified in Exhibit B to secure the
planting and retainage of the required trees and to secure this warranty. If Developer fails to plant or retain
the required trees or fails to comply with this warranty, the City may draw upon the escrowed funds or letter
of credit to plant or replace required trees. Developer may periodically request reductions of the escrowed
funds or letter of credit and the City Engineer or his/her designee may approve such a request in an amount
of the value of each healthy tree for which the warranty has expired as determined by the City Engineer or
his/her designee. No tree plantings shall be placed within five (5) feet of a sanitary sewer, storm sewer, or
water main line. All plantings permitted in public right-of-way/boulevard areas shall be placed a minimum
four (4) feet behind the curb, be of deciduous species (no coniferous species), and be located outside of a fifty
(50) foot sight triangle at street corners.
21. SECURITY.
A. To guaranty compliance with the terms of this Agreement, Developer shall furnish the City
an irrevocable letter of credit or other security deemed acceptable to the City Attorney and City Engineer
or his/her designee (“Security”) in the following amounts:
i. 125% of projected costs for the Developer Installed Public Improvements as
certified to by a registered engineer and approved by the City Engineer or his/her
designee.
ii. 125% of projected costs for the grading, drainage, wetland and erosion control plan,
including storm water calculations from proposed impervious surfaces as certified
by a registered engineer and approved by the City Engineer or his/her designee.
iii. 125% of projected costs for the landscape plan, as certified by a registered engineer
and approved by the City Engineer or his/her designee.
B. This, and any other breakdown, is for establishing the amount of the Security not a restriction
on the use of the Security. All Security held by the City may be used in any manner allowed by this
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Agreement, to reimburse the City for any costs incurred related to this Agreement and the project, and/or to
cure any breach of this Agreement.
C. The Security shall be in the form attached hereto as Exhibit C or other form as approved by
the City Attorney in writing and shall be from a bank approved by the City Attorney. The bank shall be
authorized to do business in the State of Minnesota. The Security shall extend through completion,
acceptance by the City Council and the Warranty Period of the Developer Installed Public Improvements.
D. In the event that Developer fails to comply with the terms of this Agreement (“breach”),
the City may draw on the Security in whole or in part without notice by delivering or mailing by certified
mail to the issuer a statement identifying the amount of the draw and reason for the draw. In addition, if
the Development Work is not completed at least 30 days prior to the expiration of the Security, the City
may draw on the Security in the same manner. The City shall not be under any obligation to cure any
breach of the terms of this Agreement with the proceeds from the Security, but may, at the City’s sole
option, cure the breach or retain the proceeds from the Security until Developer cures the breach. In the
event the breach is fully cured by Developer, the City shall then release to Developer such retained draw
proceeds, less any expenses incurred by the City as a result of the breach (including but not limited to
engineer’s, attorney’s, and other consultant fees and costs).
E. If the City makes a draw on the Security, Developer shall immediately replenish the
Security to an amount then sufficient to cure any breach plus 125% of the cost of all Development Work
then remaining for which the Security was required.
F. The City Engineer or his/her designee may, from time to time, and only if Developer is
otherwise in compliance with all terms of the Agreement, approve a reduction in the amount of the
Security based upon work completed. The City shall at all times throughout construction and the Warranty
Period maintain a minimum $50,000 or 10% of the Development Work for which Security was required,
whiciever is greater.
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22. CLEAN UP AND DAMAGE:
A. Developer assumes full financial responsibility for any damage which may occur to public
property including but not limited to streets, street sub- base, base, bituminous surface, curb, utility system
including but not limited to water main, sanitary sewer or storm sewer when said damage occurs as a result
of the activity which takes place during the development of the Property. Developer further agrees to pay
all costs required to repair the streets, utility systems and other public property damaged or cluttered with
debris when occurring as a direct or indirect result of the construction that takes place on the Property.
B. Developer shall clean the streets every day or as required by the City Engineer or his/her
designee.
C. Developer agrees that any damage to public property occurring as a result of construction
activity on the Property shall be repaired immediately if deemed to be an emergency by the City Engineer
or his/her designee. Developer further agrees that any damage to public property as a result of construction
activity on the Property shall be repaired within 14 days if not deemed to be an emergency by the City
Engineer or his/her designee.
23. NON-INTERFERENCE WITH ADJOINING PROPERTIES. All work performed by
Developer and Developer’s contractors and subcontractors shall be performed exclusively upon the
Property. Any work related to roads, trails, drainage, and utility improvements, which are specified herein
to occur on land outside the Property, shall occur exclusively within the appropriate easement boundaries
for such work. In no event shall any work performed by Developer or Developer’s contractors and
subcontractors interfere with other properties, right-of-ways, or easements.
24. DEVELOPER’S RESPONSIBILITY FOR CODE VIOLATIONS: In the event of a
violation of City Code relating to use of the Property during construction thereon or failure to fulfill an
obligation imposed upon the Developer pursuant to this Agreement, City shall give 72 hour notice of such
violation in order to allow a cure of such violation, provided however, City need not issue a building or
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occupancy permit for construction or occupancy on the Property while such a violation is continuing,
unless waived by the City Engineer or his/her designee. The existence of a violation of City Code or the
failure to perform or fulfill an obligation required by this Agreement shall be reasonably determined by
the City Manager or his/her designee.
25. DEVELOPER'S RESPONSIBILITY FOR ITS CONTRACTORS: Developer shall
release, defend and indemnify City, its elected and appointed officials, employees and agents from and
against any and all claims, demands, lawsuits, complaints, loss, costs (including attorneys’ fees), damages
and injunctions relating to any acts, failures to act, errors, omissions of Developer or Developer's
consultants, contractors, subcontractors, suppliers and agents. Developer shall not be released from its
responsibilities to release, defend and indemnify because of any inspection, review or approval by City.
26. RESPONSIBILITY FOR COSTS. Except as otherwise specified herein, Developer shall
pay all costs incurred by it or the City in conjunction with the development of the Property, including, but
not limited to, legal, planning, engineering, design, development, construction, clean up, repair, easement
and land acquisition, and inspection expenses incurred in connection with (i) review, approval, denial, and
implementation of zoning, CUP, platting, site and building plan, and any other reviews, approvals, or
denials by the City and any other reviewing authority; (ii) the Developer Installed Public Improvements;
(iii) the Property; (iv) the preparation and review of the Agreement and other documents referred to in the
Agreement or related to the Development Work; and (v) enforcing the terms of this Agreement. Developer
shall pay in full all bills submitted to it by the City, in accordance with this Agreement, within 30 days
after receipt.
27. DEVELOPER'S DEFAULT.
A. Definition. In the context of this Agreement, “Event of Default” shall include, but not be
limited to, any one or more of the following events: (1) failure by the Developer to pay in a timely manner,
all fees, charges, taxes, claims and liabilities, including but not limited to all real estate property taxes, utility
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charges, and assessments with respect to the Property; (2) failure by the Developer to construct the Developer
Installed Public Improvements pursuant to the terms, conditions and limitations of this Agreement; (3) failure
by the Developer to observe or perform any covenant, condition, obligation or agreement on its part to be
observed or performed under this Agreement; (4) transfer of any interest in the Property without prior written
approval by the City Council (for the purpose of this paragraph, the sale of a lot, except an outlot, to a builder
is not an event of default); (5) failure to correct any warranty deficiencies; (6) failure by the Developer to
reimburse the City for any costs incurred by the City or to pay when due the payments required to be paid or
secured in connection with this Agreement; (7) failure by the Developer to renew the Security at least thirty
(30) days prior to its expiration date; (8) receipt by the City from the Developer’s insurer of a notice of pending
termination of insurance; (9) failure to maintain a current insurance certificate on file with the City meeting
City requirements; (10) failure to maintain the required insurance, bonds or Security; (11) a breach of any
provision of this Agreement; (12) if any representation made by Developer in this Agreement, is inaccurate,
either when made or at a later date; (13) failure by Developer to pay its debts as they become due, the
voluntary or involuntary filing of a petition in bankruptcy, an assignment by Developer for the benefit of its
creditors, or the appointment of a receiver for (a) Developer; (b) all or any substantial portion of Developer’s
assets; (c) the Property; or (14) if Developer is in default under any mortgage or other pledge, guaranty or
security agreement.
B. Event of Default - Remedies. Whenever an Event of Default occurs, the City, through the
City Manager, City Engineer, City Community Deveopment Director, City Attorney or any of their
designees, may take any one or more of the following actions:
1. The City may suspend its performance under this Agreement.
2. The City may draw upon or bring action upon any or all of the securities provided to
the City pursuant to any of the terms of this Agreement.
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3. The City may take whatever action, including legal or administrative action, which
may be necessary or desirable to the City to collect any payments due under this Agreement or to enforce
performance and/or observance of any obligation, agreement or covenant of Developer under this Agreement.
4. The City may suspend issuance of building permits and/or certificates of occupancy
on any of the lots, including those lots sold to third parties.
5. The City may suspend the release of any escrowed dollars.
6. The City may use deposit or escrow dollars or other security to satisfy any outstanding
financial obligations to the City including but not limited to all real estate property taxes, utility charges, and
assessments with respect to the Property;
7. The City is hereby granted the option, but not the obligation, to complete or cause
completion in whole or part of all of the Developer’s obligations under this Agreement. This Agreement is a
license for the City to act, and it shall not be necessary for the City to seek a court order for permission to
enter the Property and cure the default, including but not limited to, completion of the Development Work.
When the City does any such work all costs incurred by the City in performing such work shall be recoverable
by it from the Security, and shall also constitute a lien on the Property, and the City may, in addition to its
other remedies, collect the costs in whole or in part as special assessments as specified in Chapter 429 of the
Minnesota Statutes. Developer knowingly and voluntarily waives all rights to appeal said special assessments
under Minnesota Statutes Section 429.081.
C. Notice. In a non-emergency, Developer shall first be given written notice of the Event of
Default not less than 48 hours prior to City’s curing the default or exercising a remedy, or such other period
of time as the City, in its sole discretion, deems reasonable under the circumstances. If, in the City’s judgment,
an Event of Default results in a threat to the public health, safety or welfare, the City may act to correct the
default without notice.
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D. Election of Remedies. No remedy conferred in this Agreement is intended to be exclusive
and each shall be cumulative and shall be in addition to every other remedy. The election of any one or more
remedies shall not constitute a waiver of any other remedy. The City may, but is not obligated to, exercise
any of the remedies referred to in this paragraph 27.
28. NOTICES.
A. Required notices to the Developer shall be in writing, and shall be either hand delivered to the
Developer, its employees or agents, or mailed to the Developer by United States mail at the following address:
Lil Explorers 21830 South Diamond Lake Road, Saint Michael, MN 55376. Notices to the City shall be in
writing and shall be either hand delivered to the City Manager, or mailed to the City by United States mail in
care of the City Manager at the following address: City of Prior Lake, 4646 Dakota Street SE, Prior Lake,
Minnesota 55372. Concurrent with providing notice to the City, notice(s) shall be served upon the City
Attorney Shana Conklin, Campbell Knutson P.A., Grand Oak Office Center I, 860 Blue Gentian Road, Suite
290, Eagan, MN 55121.
B. Notices shall be deemed effective on the date of receipt. Any party may change its address
for the service of notice by giving written notice of such change to the other party, in any manner above
specified, 10 days prior to the effective date of such change.
C. Notice related to an Event of Default shall include the following: (1) the nature of the breach
of the term or condition that requires compliance by the Developer, or the Event of Default that has occurred;
(2) what the Developer must do to cure the breach or remedy the Event of Default; and (3) the time the
developer has to cure the breach or remedy the Event of Default.
29. INDEMNIFICATION. Developer shall indemnify, defend, and hold the City, its Council,
agents, employees, attorneys and representatives harmless against and in respect of any and all claims,
demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages,
recoveries, and deficiencies, including interest, penalties, and attorneys’ fees, that the City incurs or suffers,
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which arise out of, result from or relate to this Agreement or the Development Work. The responsibility to
indemnify and hold harmless the City, its Council, agents, employees, attorneys and representatives does not
extend to any willful or intentional misconduct on the part of any of these individuals.
30. NO THIRD PARTY RECOURSE. The City and Developer agree that third parties shall have
no recourse against the City under this Agreement. The Developer agrees that any party allegedly injured or
aggrieved as a result of the City Council’s approval of the final Plat shall seek recourse against the Developer
or the Developer’s agents. In all such matters, including court actions, the Developer agrees that the
indemnification and hold harmless provisions set out in paragraph 29 shall apply to said actions. This
Agreement is a contract agreement between the City and the Developer. No provision of this Agreement
inures to the benefit of any third person, including the public at large, so as to constitute any such person as a
third-party beneficiary of the Agreement or of any one or more of the terms hereof, or otherwise give rise to
any cause of action for any person not a party hereto.
31. INSURANCE REQUIREMENTS. Developer, at its sole cost and expense, shall take out
and maintain or cause to be taken out and maintained, until the expiration of the Warranty Period, a policy
of insurance with limits for bodily injury, death, and property damage of not less than $1,000,000.00 per
occurence and $2,000,000.00 aggregate. The City, its elected and appointed officials, officers, employees,
planners, engineers, attorneys, and agents shall be named additional insureds on any such policy. The
insurance certificate shall provide that the City shall be given 30 days advance written notice before any
modification, amendment or cancellation of the insurance becomes effective.
32. FINAL PLAT AND DEVELOPMENT AGREEMENT. The final Plat and Agreement
shall be recorded with the Scott County Recorder or Registrar of Titles, as applicable within 90 days of
approval by the City Council. The final plat shall be considered void if not recorded within the 90 days
provided for herein unless a request for a time extension is submitted in writing and approved by the City
Council prior to the expiration of the 90-day period.
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33. RECONSIDERATION OR RESCISSION. If Developer fails to proceed in accordance
with this Agreement within twenty-four (24) months of the date hereof, Developer, for itself, its
successors, and assigns, shall not oppose the City’s reconsideration and rescission of all approvals issued
in connection with this Agreement, thus restoring the status of the Property before the Agreement and all
such approvals.
34. SIGNS. The Developer hereby waives any claim against the City for removal of signs
placed in the right-of-way in violation of the City Code or State Statutes. The City shall not be responsible
for any damage to, or loss of, signs removed.
35. MISCELLANEOUS.
A. Compliance With Other Laws. The Developer represents to the City that the Plat and the
Developer in performing all work under this Agreement shall comply with all county, metropolitan, state,
and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and
environmental regulations. If the City Engineer or his/her designee or the City Attorney determines that the
Plat or Developer is not in compliance, the the City Engineer or his/her designee or the City Attorney may,
at his/her option, refuse to allow construction or Development Work on the Property until the Developer does
comply. Upon such demand, the Developer shall cease work until there is compliance.
B. Permits. The Developer shall obtain all necessary approvals, permits and licenses from the
City, and any other regulatory agencies and the utility companies. All costs incurred to obtain said approvals,
permits and licenses, and also all fines or penalties levied by any agency due to the failure of the Developer
to obtain or comply with conditions of such approvals, permits and licenses, shall be paid by the Developer.
C. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions
of this Agreement.
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D. Amendments. There shall be no amendments to this Agreement unless in writing, signed by
the parties and approved by resolution of the City Council.
E. Waiver. Failure of the City to require performance of any provision of this Agreement shall
not affect its right to require full performance of this Agreement at any time thereafter and the waiver by the
City of a breach of any such provision shall not be a waiver of any subsequent breach and shall not nullify
the effectiveness of such provision.
F. Assignment. The Developer may not assign this Agreement without the prior written
approval of the City Council. The Developer's obligation hereunder shall continue in full force and effect
even if the Developer sells one or more lots, the entire Property, or any part of it.
G. Interpretation. This Agreement shall be interpreted in accordance with and governed by the
laws of the State of Minnesota. The words herein and hereof and words of similar import, without reference
to any particular section or subdivision, refer to this Agreement as a whole rather than to any particular section
or subdivision hereof. Titles in this Agreement are inserted for convenience of reference only and shall be
disregarded in constructing or interpreting any of its provisions.
H. Successors and Assigns. Provisions of this Agreement shall be binding upon and
enforceable against Developer’s successors and assigns including but not limited to all purchasers and
owners of all or any part of the Property and their successors and assigns.
I. Performance Standards. The Property shall be developed and operated in a manner
meeting all applicable noise, vibration, dust and dirt, smoke, odor and glare laws and regulations.
J. No City Liability. Except for the intentional acts of the City or its employees and
contractors, no failure of the City to comply with any term, condition, covenant or agreement herein shall
subject the City to liability for any claim for damages, costs or other financial or pecuniary charges.
Page 23
K. Exhibit A. The Developer hereby irrevocably nominates, constitutes, and appoints and
designates the City as its attorney-in-fact for the sole purpose and right to amend Exhibit A hereto to
identify the legal description of the Property after platting thereof.
36. PLANNED UNIT DEVELOPMENT. The Property is being developed as a Planned Unit
Development. The City Council has found that the proposed development of the Property is in compliance
with City Code Section 1106. The Property shall be developed in compliance with Resolution
No.___________ dated ____________, and the plans approved by that Resolution.
37. PARK DEDICATION. Prior to release of the final Plat, Developer shall dedicate to City
_______ for park purposes in accordance with the terms of paragraph 14.
Page 24
CITY OF PRIOR LAKE
By: ________________________________
_____________________, Mayor
By: ________________________________
_____________________, City Manager
STATE OF MINNESOTA )
(ss.
COUNTY OF SCOTT )
The foregoing instrument was acknowledged before me this _____ day of ____________, 20__, by
_____________________, Mayor, and by ____________________, City Manager, of the City of Prior Lake,
a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its
City Council.
_____________________________________
NOTARY PUBLIC
Page 25
Lil Explorers Child Care
By: ________________________________
Its: ________________________________
STATE OF MINNESOTA )
(ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ______ day of ____________, 20__, by
_____________________________________ as _____________________________________________of
Lil Explorers Child Care, on behalf of the coroporation.
_____________________________________
NOTARY PUBLIC
DRAFTED BY:
City of Prior Lake
4646 Dakota Street SE
Prior Lake, Minnesota 55372
Page 26
EXHIBIT A
TO DEVELOPMENT AGREEMENT
Page 27
EXHIBIT B
TO DEVELOPMENT AGREEMENT
Deposit/Escrow Amt Per Total
Construction Observation Deposit 8% of Public Improvements or
minimum $5,000
= $ 5,000.00
TOTAL Deposit/Escrow = $ 5,000.00
Fee Amt Per Total
Administrative Fee 6% of Public Improvements = Previously Paid
Park Dedication Fee $ 3,750.00 X 1 Unit = Previously Paid
Trunk Sanitary Sewer Acreage $ 4,700.00 X 2.110 Acres = $ 9,917.00
Trunk Water Acreage $ 3,840.00 X 2.110Acres = $ 8,102.00
Trunk Storm Sewer Acreage $ 8,615.00 X 2.110 Acres = $ 18,178.00
Chip Seal Fee (Public Streets) $1.90 X Sq Yds = NA
TOTAL Fee = $ 36,197.00
*$1,000 of administrative fee already paid, Park Dedication Paid with Jeffers Pind 1ST Addition
Security Total
Sanitary Sewer = NA
Water Main = NA
Storm Sewer = NA
Streets/Sidewalks/Trails = NA
Fish Point Street Construction = NA
Subtotal (rounded) = NA
TOTAL (125% of subtotal) = NA
Oversizing Calculation Total
NA =
Fees/amounts due may be paid and/or credited against amounts owed.
Page 28
EXHIBIT C
TO DEVELOPMENT AGREEMENT
SAMPLE IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Prior Lake
4646 Dakota Street SE
Prior Lake, Minnesota 55372
Dear Sir or Madam:
By order of our client [name and address of client] we hereby issue our standby irrevocable Letter of Credit for the
account of the [insert name of client] for an amount or amounts not to exceed in the aggregate U.S. Dollars $
___________________________ (__________________ Thousand and No/100 U.S. Dollars) effective immediately and
expiring at our [insert address of office] on [insert date] relative to our client’s performance under that certain contract
entitled [insert name of contract/development agreement, etc.] dated [insert date of contract].
Funds under this Letter of Credit are available against your sight draft(s) on us, for all or part of this Letter of Credit,
mentioning thereon our Credit No.______. Each such draft must be accompanied by your signed written statement to the
effect that [name of client] has failed to comply with the terms and conditions of the above mentioned contract.
Presentation will also be deemed made upon our receipt of your telecopier transmission to us at (FAX NUMBER
[insert fax number] _____________________) of a facsimile of the appropriate sight draft and written statement completed
and signed, together with your telephone advice to us at (TELEPHONE NUMBER [insert telephone number]
_________________________________) or such other number as we shall specify to you in writing) of your sending the
above-described telecopier transmission. Failure to make the telephone advice will not impair the validity of the
presentation. If presentations are made by facsimile the original documents are not required.
In the event that at least thirty (30) days prior to the expiry date listed above, this Letter of Credit is not extended
for a period of at least one year or has not been replaced with a substitute Letter of Credit acceptable to you, this Letter of
Credit is also payable to you upon presentation to us of your written statement mentioning thereon our Credit No.[insert
number] ____ and stating “Letter of Credit No. [insert number] __________ has not been extended for a period of at least
one year from the present expiration date and has not been replaced with a substitute Letter of Credit acceptable to us.”
This letter of credit shall automatically extend for successive one-year terms unless at least forty-five days
prior to the next annual extension date of [insert day and month of renewal] ________________ of such year, we deliver
written notice by registered mail or overnight courier to the City that we intend not to extend the letter of credit for any
additional period. If such notice is delivered and the letter of credit has not been replaced with a substitute letter of credit
acceptable to you by the date of said notice, this letter of credit is also payable to you upon presentation to us of your written
statement mentioning thereon our Letter of Credit No. [insert number] ______________ and stating “Notice of
Modification, Cancellation or Non-Extension of Letter of Credit No. [insert number]_________________has been received
and the letter of credit has not been replaced with a substitute letter of credit acceptable to us.
If we receive your sight draft(s) and statement(s) as mentioned above, here at our address [insert address], on or
before the expiry date of this Letter of Credit, we will promptly honor the same. If an interruption of our business occurred
as a result of an Act of God, riots, civil commotion, insurrections, wars or any other causes beyond our control, as described
in Article 36 of the Uniform Customs and Practices for Documentary Credits, UCP600 2007 which prevented us from
accepting and/or paying you on this Letter of Credit, we undertake upon resumption of our business to accept drafts and pay
on this Letter of Credit provided your draft is presented prior or during our business interruption or no later than thirty (30)
days following resumption of our business.
This Credit is subject to the Uniform Customs and Practices for Documentary Credits, UCP600 2007.
Very Truly Yours,
[Signature of Issuer]
MEETING DATE:
September 07, 2021
PREPARED BY:
Nick Zurbey, Public Works Technician
PRESENTED BY:
Andy Brotzler, Public Works Director/City Engineer
AGENDA ITEM:
Approve Amendment 2 to the Verizon Communication Facilities Lease Agreement at the Tower Street Water Tower
GOAL AREA
OBJECTIVE:
High-Value City Services
5. Grow collaborations to provide efficient and cost-effective services to the community.
RECOMMENDED ACTION:
Approve a resolution authorizing the Mayor and City Manager to execute an amendment to the Communications Facilities Lease Agreement with Verizon.
BACKGROUND:
The purpose of this agenda item is to consider executing an amendment to the Communication Facilities Lease Agreement with Verizon Wireless to allow them to install new equipment on
the Tower St Water Tower. The City and Verizon are parties to a Communication Facilities Lease Agreement dated January 1, 2017, amended by Amendment 1 to Communication Facilities Lease
Agreement dated September 4, 2018.
The City holds several lease agreements with telecommunications companies to allow use of the City’s water towers to mount antenna with ground equipment shelters on the property. The
terms of those leases require those companies to temporarily remove their equipment whenever the water tower requires significant maintenance. The Tower St water tower was reconditioned
and painted in June-July 2021. All telecommunications equipment was removed from the water tower during the reconditioning project and placed on a temporary pole so the telecommunications
services could continue without interruption.
As part of the reconditioning, a new railing was installed on the top of the of the water tower that is larger and built to better accommodate the equipment being mounted to it. Verizon
is leasing space on the top of the water tower and, with the project nearing completion, Verizon has submitted plans to reinstall their equipment on the water tower. Their plans take
into account the improvements made to the water tower, which will require them to mount their new equipment and cable in new locations. The purpose of this amendment is to memorialize
the type and location of all their new equipment.
A copy of the partially executed amendment is included with this report.
FINANCIAL IMPACT:
The annual rent amount will remain the same because the new equipment is like-kind to what the current lease allows.
ALTERNATIVES:
Motion and second as part of the consent agenda to adopt a resolution authorizing the Mayor and City Manager to execute an amendment to the Communication Facilities Lease Agreement with
Verizon for the Tower Street Water Tower property.
Motion and second to remove this item from the consent agenda for additional discussion.
ATTACHMENTS:
Resolution - Approve Amendment 2 to the Verizon Communication Facilities Lease Agreement at the Tower Street Water Tower
Verizon Com Facility Amendment 2, Tower Street Tower - PE
1
MIN Prior Lake/140207
AMENDMENT 2 TO COMMUNICATION FACILITIES LEASE AGREEMENT
This Amendment to Communication Facilities Lease Agreement (“Amendment”) is made and
entered into this _______ day of _______________, 2021 (“Effective Date”), by and between the City of
Prior Lake, a Minnesota municipal corporation (hereinafter referred to as the “City”) and Cellco
Partnership d/b/a Verizon Wireless, successor in interest to Verizon Wireless (VAW) LLC d/b/a Verizon
Wireless, (hereinafter referred to as “Communications Company”).
A. The City and Communications Company entered into that certain Communication
Facilities Lease Agreement signed on January 23, 2017 and as amended by Amendment 1 to
Communication Facilities Lease Agreement dated September 4, 2018 (“Antennae Agreement”), relating
to the Tower Street Water Tower, located at 4741 Tower Street, Prior Lake, MN 55372. The Antennae
Agreement provides Communications Company with a limited license to install and use certain
equipment on the Water Tower subject to the terms and conditions therein.
B. The City and Communications Company hereby seek to amend the terms of the
Antennae Agreement to clarify the terms related to permitted equipment.
NOW, THEREFORE, in consideration of the foregoing recitals and for other good, valuable and
fair consideration, the receipt and sufficiency of which is hereby acknowledged the parties agree as
follows:
1. Definitions. All terms defined in the Antennae Agreement shall have the same
definitions when used in this Amendment.
2. Permitted Equipment. Exhibits C and C-1 to the Antennae Agreement are hereby
deleted in their entirety and replaced by Exhibit C-2, a copy of which is attached and made a part hereof.
DocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
2
MIN Prior Lake/140207
IN WITNESS HEREOF, the parties have executed this Amendment as of the date first written
above.
CITY OF PRIOR LAKE
____________________________
Kirt Briggs, Mayor
_____________________________
Jason Wedel, City Manager
TENANT: Cellco Partnership d/b/a Verizon Wireless
By:___________________________________
Name:________________________________
Title:_________________________________
Date:_________________________________
DocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
Aug 19, 2021
Sr. MGR GP RE
Courtney Bednarz
3
MIN Prior Lake/140207
EXHIBIT C-2
DocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
SHEET CONTENTS:LESSOR APPROVALNORTHCONTACTSISSUE SUMMARYSHEET INDEXDEPARTMENTAL APPROVALSVICINITY MAPGENERAL NOTESPROJECT INFORMATION9973 VALLEY VIEW RD.(952) 903-929910801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700PROJECT DRAWN BY:DATE:CHECKED BY:LOC. CODE # 14020720202185428MINPRIOR LAKEC-BAND4741 TOWER ST. NEPRIOR LAKE, MN 55372SJD03-30-21MJSREV. A06-11-21REV. B06-22-21REV. C07-01-21WWW.DESIGN1EP.COMDESIGNEDEN PRAIRIE, MN 55344NOT FORCONSTRUCTIONHERZOG ENGINEERING530 NORTH 3RD STREET, SUITE 230MINNEAPOLIS, MN 55401(612) 844-1234NO CHANGES.CHANGES NEEDED. SEE COMMENTS ON PLANS.LESSOR / LICENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOWVICINITY MAP145.0' AGL (APPROX.)11-16-20PROJECT INFORMATIONSITE NAME:SITE ADDRESS:COUNTY:GROUND ELEVATION:BASED ON RFDS DATED:PROJECT NUMBER:OVERALL STRUCTURE HEIGHT:ANTENNA TIP HEIGHT:ANTENNA CENTERLINE HEIGHT:DESIGNER:LESSEE:CONTACTSVERIZON WIRELESS10801 BUSH LAKE ROADBLOOMINGTON, MN 55438CONSTRUCTION DEPT (952) 946-4700DESIGN 1 OF EDEN PRAIRIE, LLC.9973 VALLEY VIEW ROADEDEN PRAIRIE, MN 55344(952) 903-9299MIN PRIOR LAKESITE LOCATIONMIN PRIOR LAKEC-BAND4741 TOWER ST. NEPRIOR LAKE, MN 553721015.0' AMSLLONGITUDE: LATITUDE:GENERATOR ON SITE:SITE PHOTOTOWER BUILT:1973STRUCTURE HEIGHT:129.7' AGL (APPROX.)20202185428SCOTTWN°'"°'"444217.87932527.82134.0' AGLVARIES (SEE KEYS)T-1PROJECT DESCRIPTION:REMOVE:·(12) ANTENNAS·(3) 1-5/8" COAX CABLES·(6) 7/8" COAX CABLES·ALL RADIOS, TTAs AND DIPLEXERSPROPOSED:·(12) ANTENNAS·(6) RADIOS·(2) TOWER DIST. BOXES·(2) RACK-MOUNTED DIST. BOXES·POWERSHIFT EQUIPMENTCABLE ROUTES:LESSOR:"X" COAX RUN = (1) 1-5/8" LINES @ 250' (EXISTING)"Y" COAX RUN = (1) 1-5/8" LINES @ 250' (EXISTING)"Z" COAX RUN = (1) 1-5/8" LINES @ 250' (EXISTING)= (3) HYBRID CABLE (PROPOSED)SHEET INDEXSHEETSHEET DESCRIPTIONT-1PROJECT INFORMATION, MAPS, DIRECTIONS, AND SHEET INDEXA-1TOWER ELEVATION & PHOTOA-2MOUNTING PLAN & SHELTER PLANA-3EXISTING KEYS AND CABLE ENTRY DETAILSA-4PROPOSED KEYSA-5ONE-LINE DIAGRAM, GENERAL NOTES & SPECIFICATIONSA-6PHOTOSISSUE SUMMARYREVDESCRIPTIONSHEET OR DETAILAISSUED FOR REVIEWALLBISSUED FOR LESSOR APPROVALALLCISSUED FOR REVIEWALLVZW DEPARTMENTAL APPROVALSJOB TITLENAMEDATERF ENGINEERJORDAN ALSTAD06-16-21CONSTRUCTION ENGINEERBRENT FORBES06-18-21LESSOR / LICENSOR APPROVALSIGNATUREPRINTED NAMEDATECITY OF PRIOR LAKEYES (VZW/DIESEL)STRUCTURALENGINEER:DocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
9973 VALLEY VIEW RD.(952) 903-929910801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700PROJECT DRAWN BY:DATE:CHECKED BY:LOC. CODE # 14020720202185428MINPRIOR LAKEC-BAND4741 TOWER ST. NEPRIOR LAKE, MN 55372SJD03-30-21MJSREV. A06-11-21REV. B06-22-21REV. C07-01-21WWW.DESIGN1EP.COMDESIGNEDEN PRAIRIE, MN 55344NOT FORCONSTRUCTIONSHEET CONTENTS:SCALE:1TOWER ELEVATION1"=20'-0"TOWER ELEVATIONTOWER PHOTOA-12TOWER PHOTODocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
9973 VALLEY VIEW RD.(952) 903-929910801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700PROJECT DRAWN BY:DATE:CHECKED BY:LOC. CODE # 14020720202185428MINPRIOR LAKEC-BAND4741 TOWER ST. NEPRIOR LAKE, MN 55372SJD03-30-21MJSREV. A06-11-21REV. B06-22-21REV. C07-01-21WWW.DESIGN1EP.COMDESIGNEDEN PRAIRIE, MN 55344NOT FORCONSTRUCTIONSHEET CONTENTS:SCALE:1MOUNTING PLAN3/16" = 1'-0"NORTHMOUNTING PLANSHELTER PLANA-2SCALE:2SHELTER PLAN3/16" = 1'-0"NORTH●●DocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
SHEET CONTENTS:9973 VALLEY VIEW RD.(952) 903-929910801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700PROJECT DRAWN BY:DATE:CHECKED BY:LOC. CODE # 14020720202185428MINPRIOR LAKEC-BAND4741 TOWER ST. NEPRIOR LAKE, MN 55372SJD03-30-21MJSREV. A06-11-21REV. B06-22-21REV. C07-01-21WWW.DESIGN1EP.COMDESIGNEDEN PRAIRIE, MN 55344NOT FORCONSTRUCTION1EXISTING KEYSEXISTING KEYSCABLE ENTRY DETAILSVIEW: FROM INSIDE2EXISTING CABLE ENTRY DETAILVIEW: FROM INSIDE3PROPOSED CABLE ENTRY DETAILA-3DocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
SHEET CONTENTS:9973 VALLEY VIEW RD.(952) 903-929910801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700PROJECT DRAWN BY:DATE:CHECKED BY:LOC. CODE # 14020720202185428MINPRIOR LAKEC-BAND4741 TOWER ST. NEPRIOR LAKE, MN 55372SJD03-30-21MJSREV. A06-11-21REV. B06-22-21REV. C07-01-21WWW.DESIGN1EP.COMDESIGNEDEN PRAIRIE, MN 55344NOT FORCONSTRUCTION1PROPOSED KEYSPROPOSED KEYSA-4DocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
SHEET CONTENTS:9973 VALLEY VIEW RD.(952) 903-929910801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700PROJECT DRAWN BY:DATE:CHECKED BY:LOC. CODE # 14020720202185428MINPRIOR LAKEC-BAND4741 TOWER ST. NEPRIOR LAKE, MN 55372SJD03-30-21MJSREV. A06-11-21REV. B06-22-21REV. C07-01-21WWW.DESIGN1EP.COMDESIGNEDEN PRAIRIE, MN 55344NOT FORCONSTRUCTIONONE-LINE DIAGRAMGENERAL NOTESSPECIFICATIONSSCALE:1ONE-LINE DIAGRAMNTSA-5General Notes:1.In the event that Special Inspections are not performed in compliance with the contract terms, bid specifications and/or specified form, the GeneralContractor will be liable for all damages, construction performance, failures, and corrective actions related to the same.2.The following general notes shall apply to drawings and govern unless otherwise noted or specified.3.The work delineated in these drawings and described in the specifications shall conform to codes, standards and regulations that have jurisdiction in thestate of MN, and the city of PRIOR LAKE.4.Requirements and regulations pertaining to R.F. safety codes and practices must be incorporated in the work even though they may not be listedindividually and separately in either the drawings or the specifications.5.Compare field conditions with drawings. Any discrepancies shall be directed to the Designer/Engineer for clarification prior to fabrication and/orconstruction. Submit necessary shop drawings prior to fabrication for approval by the Designer/Engineer. No information or details on these sheets may beused without the permission of the owner, or the Designer/Engineer.6.Do not scale drawings.7.Unless otherwise shown or noted, typical details shall be used where applicable.8.Details shall be considered typical at similar conditions.9.Safety measures: The contractor shall be solely and completely responsible for the conditions of the job site, including safety of the persons and propertyand for independent engineering reviews of these conditions. The job site review is not intended to include review of the adequacy of the contractor's safetymeasures.10.Within these plans and specifications, "Owner" implies VERIZON WIRELESS.11.The work is the responsibility of the general contractor unless noted otherwise.12.The terms "contractor" and "g.c." refer to the owner's general contractor and the general contractor's sub-contractors. It is the general contractor'sresponsibility to determine the division of work among sub-contractors.13.The general contractor is responsible in obtaining necessary public and private underground utility locate services prior to start of excavating / construction.KLM Notes:a)All equipment must be mounted as stated in construction drawings, if any extra mast pipes are needed for mounting of any equipment (RRU, TMA, Raycaps, ext.), contractor must have drawings edited to match and SA rerun to match the as built condition. This documentation must be sent to the City and KLM for their records. b)ON ALL NEW AND EXISTING METAL TO METAL CONTACT POINTS: INCLUDE NEOPRENE, NYLON WASHERS, AND A METAL SHIM AS NECESSARY BENEATH AND AROUND ALL CLAMPS, ANGLE ADAPTERS, ETC. AT ALL PAINTED CONTACT POINTS. ON ALL PAINTED EXTERIOR U- 2 BOLT OR COMPRESSION MOUNT CONTACT POINTS ALSO USE COLOREDTAPE TO MATCH THE TOWER. c)Compression style crossover plates/pipe to pipe mounts must be used to mount mast pipes, utilizing proper coating protection of neoprene and tape under all mounts. d)No welding or drilling to tank will be allowed upon reinstallation to the newly coated tower. e)All unused components, cables, hardware, and any other trash shall be removed from the tower site. f)All new components/cables shall be installed so as not to create a tripping hazard or interfere with access to the climbing ladders, man-way hatches, or hand-railings. g)All antennas, mast pipes, exterior components, cables, cable shrouds/dog houses and hardware; shall be painted to color match. Cables may be wrapped with a color matching tape as an alternative to painting. All Non C-Band antennas and mast pipes must be shop painted and inspected. (KLM preferred shop painter is IPS in Hugo, MN) h)Welded end caps are required on all exterior pipes. i)Cables shall be manufactured or terminated to the appropriate length and installed as neatly/discreetly as possible. j)All cables are required to follow the approved cable management route. k)All cables should be routed on 1 cable bridge from the top of the drywell tube out to the handrail. Cut unistrut ends shall be coated with a cold galvanizing compound and covered with fitted plastic covers.l)All antennas, radios, junction boxes, and cables at all penetrations shall be labeled with weatherproof labels, clearly labeling equipment as “Verizon” equipment. m)No Equipment or Cables may be grounded to Tower by piercing tower coating, it must be properly grounded and follow all local, state, and national electric code. n)All paint coatings shall be protected, and properly repaired by professional painter. (KLM preferred coating repair painter is Slack Painting). o)The contractor and subcontractors shall protect existing improvements, pavements, curbs, landscaping and structures. Any damaged part shall be repaired at contractor's expense to the satisfaction of the Owner/City.KLM Painting Specifications:a)Painting of all new items, and repair of all damaged areas of the tower will be required. Surface preparation and painting requirements are as follows: b)Remove all surface contaminants in accordance with SSPC-SP-1 Solvent Cleaning. Do not use hydrocarbon solvents on surfaces to be coated with water-based coating. c)Under the direction of the Engineer, spot repair the tank and tower surfaces where the coating has been damaged by structural repairs and modifications, to an SSPC-SP-10 Near White Metal Blast Clean. This work includes all new items and at other areas damaged by structural repairs or modifications. Feather edges of existing coating, at spotblasted areas, using SSPC-SP-3 Power Tool Cleaning methods. d)Before any primer or coating is applied, metal surfaces shall be completely dry, dust free, inspected and approved by the Engineer. e)No coating shall be permitted when the relative humidity is expected to exceed 85% or temperature is expected to drop below 40 degrees within 8 hours after the application of the coating. Proceed with surface preparation and coating application only when air and surface temperatures are above the manufacturer's recommended minimumsurface temperature and below 100 degrees F, and surface temperature is at least 5 degrees above wet bulb air temperature reading. Coating shall not be applied to dusty, wet, or damp surfaces, and shall not be applied in rain, snow, fog, or mist. If working conditions are questionable, the Engineer shall make the decision and the Contractor shallaccept the Engineer's interpretation as final and binding. f)Prime coat must be applied within 8 hours of abrasive blasting. g)Apply by brush one (1) additional coat of primer to ensure a uniform coat of primer thoroughly worked into and around all seams, welds, bolt assemblies, plate overlap seams, and other irregularities in the surface. h)Finish coat shall be uniform in color and sheen without streaks, laps, runs, sags or missed areas. i)Non C-Band Antennas, exterior coax cables and exterior jumper cables to be painted to match existing tank color. All items attached directly to the tank, such as mounting brackets and supports, should be painted to match existing tank coating system and color. Cables may require scarification prior to coating. j)Exposed coaxial cables: Prior to priming, solvent wipe all exposed cables with the recommended solvent. Prime the cables and jumper cables with 2 coats of X-I-M Coax Cable Bonder & Sealer (Product No. 1138). After priming apply one finish coat to the cables as directed by the engineer. k)If galvanized materials used, the galvanized surfaces must be solvent wiped and brushblasted prior to coating. l)Specifications apply to both shop and field coating. m)Exterior surface spot repair and re-coating: i)Spot prime and finish coat repaired areas as specified by manufacturer. The coating system shall match the existing coating system on the tower. The exterior primer shall be Tnemec Hi-Build Epoxoline Series 66 or Tneme-Fascure Series 161, 4.0-6.0 mils DFT. The exterior intermediate coat shall be Tnemec Hi-Build Epoxoline Series 66 orTneme-Fascure Series 161, 4.0-6.0 mils DFT. The DFT of the primer plus the 4 intermediate coat at any individual spot measurement location shall be 9.0 mils minimum. The exterior finish coat shall be Tnemec Endurashield II Series 1075- Color to match the tower, 3.0-5.0 mils DFT. The total dry film thickness including the primer and the finish coatshall be 11 mils minimum - 17.0 mils with an average of 13.0 mils DFT. The minimum dry film thickness of the coating at any individual spot location shall be 12.5 mils. Color shall match the existing coating to the Owner's satisfaction. Color drawdowns shall be obtained from the paint manufacturer for the reservoir owner to confirm color selection(s).ii) Exterior coating shall be by brush and roller only. n)Interior dry spot repair and re-coating: i) The interior dry coating system shall be compatible with the existing coating system on the tank. The interior dry primer shall be Tnemec Pota-Pox Plus Series N140, 4.0 - 6.0 mils dry film thickness. The DFT of the primer at any individual spot measurement location shall be 2.5 mils minimum. The interiordry intermediate coat shall be Tnemec Pota-Pox Plus Series N140, 4.0 - 6.0 mils dry film thickness. The DFT of the primer plus intermediate at any individual spot measurement location shall be 6.5 mils minimum. The interior dry finish coat shall be Tnemec Pota-Pox Plus Series N140, 4.0 - 6.0 mils dry film thickness. The total dry film thickness includingthe primer, intermediate and finish coats shall be 10.5 mils minimum - 15.5 mils with an average of 13.0 mils. The minimum dry film thickness of the coating system at any individual spot location shall be 10.5 mils. The color shall match the existing interior dry color to the Owner's satisfaction. Color drawdowns shall be obtained from the paintmanufacturer for the reservoir owner to confirm color selection(s). o)Interior wet surface spot repair and re-coating: i) Spot blast the interior wet area of the tank at locations damaged during installation of new exterior and interior dry items, including antenna and cable support brackets and handrail, to an SSPC-SP-10 Near White Metal Blast. Feather edges of existing coating, at spot blasted areas, using SSPC-SP-3Power Tool Cleaning methods. ii) The interior wet coating system shall be compatible with the existing coating system on the tank. The interior wet primer shall be Tnemec Pota-Pox Plus Series N140, 4.0 - 6.0 mils dry film thickness. The DFT of the primer at any individual spot measurement location shall be 2.5 mils minimum. The interior dryintermediate coat shall be Tnemec Pota-Pox Plus Series N140, 4.0 - 6.0 mils dry film thickness. The DFT of the primer plus intermediate at any individual spot measurement location shall be 6.5 mils minimum. The interior dry finish coat shall be Tnemec Pota-Pox Plus Series N140, 4.0 - 6.0 mils dry film thickness. The total dry film thickness including theprimer, intermediate and finish coats shall be 10.5 mils minimum - 15.5 mils with an average of 13.0 mils. The minimum dry film thickness of the coating system at any individual spot location shall be 10.5 mils. The color shall match the existing interior dry color to the Owner's satisfaction. Color drawdowns shall be obtained from the paintmanufacturer for the reservoir owner to confirm color selection(s).DocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
SHEET CONTENTS:9973 VALLEY VIEW RD.(952) 903-929910801 BUSH LAKE ROADBLOOMINGTON, MN 55438(952) 946-4700PROJECT DRAWN BY:DATE:CHECKED BY:LOC. CODE # 14020720202185428MINPRIOR LAKEC-BAND4741 TOWER ST. NEPRIOR LAKE, MN 55372SJD03-30-21MJSREV. A06-11-21REV. B06-22-21REV. C07-01-21WWW.DESIGN1EP.COMDESIGNEDEN PRAIRIE, MN 55344NOT FORCONSTRUCTIONPHOTOSA-62SITE PHOTO1SITE PHOTO4SITE PHOTO3SITE PHOTODocuSign Envelope ID: 150AE352-75E4-4909-9C8B-956AE73CD7BC
Certificate Of Completion
Envelope Id: 150AE35275E449099C8B956AE73CD7BC Status: Sent
Subject: MIN PRIOR LAKE/P1519942/Felipe Martinez Review Approved 8-19-21/VZ manager to sign.
Source Envelope:
Document Pages: 10 Signatures: 1 Envelope Originator:
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felipe.martinez@verizonwireless.com
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Status: Original
8/19/2021 9:24:38 AM
Holder: felipe
felipe.martinez@verizonwireless.com
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Courtney Bednarz
courtney.bednarz2@verizonwireless.com
Sr. MGR GP RE
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Nick Zurbey
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Joseph Matthew
matthew.joseph@verizonwireless.com
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Julie Plante
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Susan Blixrud
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Verizon
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MEETING DATE:
September 07, 2021
PREPARED BY:
Nick Zurbey, Public Works Technician
PRESENTED BY:
Andy Brotzler, Public Works Director/City Engineer
AGENDA ITEM:
Approve an Amendment to the Verizon Civil Defense Tower Antennae Agreement at the Wilds Parkway Civil Defense Tower
GOAL AREA
OBJECTIVE:
High-Value City Services
6. Seek community engagement through a variety of communication methods to reach all residents.
RECOMMENDED ACTION:
Approve a resolution authorizing the Mayor and City Manager to execute an amendment to the Verizon Civil Defense Tower Antennae Agreement.
BACKGROUND:
The purpose of this agenda item is to consider executing an amendment to the Civil Defense Tower Antennae Agreement with Verizon to allow them to install new equipment on the Wilds Parkway
Civil Defense Tower located at 14998 Wilds Parkway NW, Prior Lake, Minnesota 55372 (Verizon site ID MIN BLACKJACK 140262).
The City and Verizon are parties to a Civil Defense Tower Antennae Agreement relating to installation of communications antennas on the Wilds Parkway Civil Defense Tower. The agreement
was entered into November 15th, 2004, as amended by an Amendment No. 1 to Civil Defense Tower Antennae Agreement dated December 8th, 2014 and by Amendment 2 to Civil Defense Tower Antennae
Agreement dated January 23rd, 2017.
The City holds several lease agreements with telecommunications companies to allow use of the City’s water towers and a civil defense tower to mount antenna with ground equipment shelters.
Verizon, along with the other telecommunications companies, require upgrades to their antenna and equipment as technology for cellular services around the nation improve. The leases
allow the telecommunications companies to replace existing like kind antenna and equipment without an amendment. However, if the new antenna and equipment are not like kind replacements
of the existing antenna or the telecommunications company wishes to install additional equipment, per the agreement, it requires an amendment. Based on review of the plans by City Staff
and the agreement by the City Attorney, it was determined that an amendment to the agreement would be appropriate.
A copy of the partially-executed amendment is included with this report.
FINANCIAL IMPACT:
The annual rent amount will remain the same. Even though the new equipment being replaced is not like kind, the new configuration will result in an overall reduction in weight of equipment
being mounted on the tower.
ALTERNATIVES:
Motion and second as part of the consent agenda to adopt a resolution authorizing the Mayor and City Manager to execute an amendment to the Civil Defense Tower Antennae Agreement with
Verizon for the Wilds Parkway Civil Defense Tower.
Motion and second to remove this item from the consent agenda for additional discussion.
ATTACHMENTS:
Resolution - Approve an Amendment to the Verizon Civil Defense Tower Antennae Agreement at the Wilds Parkway Civil Defense Tower
The city is evaluating a proposal to adjust the city franchise fees to help fund the
maintenance of city streets at necessary levels. Residential property owners would see
a small increase in their monthly gas and electric bills with this change. The revenue
generated from these fees would be placed in a dedicated fund and used solely for
expenditures related to the maintenance of city streets.
franchise feesCITY OF PRIOR LAKE
miles of Streets in Prior Lake
Maintenance is critical for extending the usable life of city
streets to 50+ years and avoiding costly road replacement.
Prior Lake has 110 miles of street that require regular
maintenance, including crack sealing, chip sealing, mill and
overlay (the process of rejuvenating asphalt roads by milling
off the top 2 inches of the old asphalt and replacing it with new
material), and eventually complete reconstruction.
Earlier this year the city completed a Pavement Management
Plan. The plan found that the current level of maintenance is
insufficient to keep the city’s road conditions from further
deteriorating to unacceptable levels. The projected cost of
street maintenance in Prior Lake is estimated to be
approximately $95 million over the next 20 years or $5 million
annually.
WHY is this needed in Prior Lake?
Cities charge utility companies (electricity and natural gas) a
“franchise fee” for the use of city-owned, public right-of-way.
This fee is then passed on to utility customers. Many cities
across Minnesota use franchise fees to offset city expenses for
street maintenance that would otherwise go to the property tax
levy.
The City of Prior Lake’s franchise fees have remained
unchanged since 2006. The costs associated with maintaining
the city’s aging street infrastructure are climbing rapidly resulting
in the need to identify a sustainable funding source to support
Prior Lake’s road network. By increasing franchise fees and
dedicating the funds to street maintenance, the city would be
able to equitably distribute the financial burden of these costs
across all properties that generate traffic on our roads.
WHAT is a franchise fee?
J U L Y 2 0 2 1
million dollarseach year tomaintain PriorLake Streets
110
5
Public Information Meeting: Franchise Fees
Tuesday, July 27 @ 6:00 pm
City Hall
City Council Meeting: Franchise Fees Public Hearing
Monday, September 7 @ 7:00 pm
City Hall
City staff will host a public informational meeting on July 27, 2021. At this meeting, staff
will present more detailed information on the city’s street network, road conditions, future
improvements, and cost. To learn more about franchise fees and the city’s pavement
management program, you also may visit the city’s website: www.priorlakemn.gov
WHERE do I get more information?
WHEN would the franchise fee
begin?
The franchise fee adjustment would be
reflected in gas and electric bills beginning
in January 2022.
Contact Us:info@PriorLakeMN.gov (952) 447-9800
Prior Lake property owners currently pay a
total franchise fee of $3.00 per month
($1.50 on gas bills and $1.50 on electric
bills). The proposed adjustment would
increase the fee to $5.00 on gas bills and
$5.00 on electric bills. The fee would be a
flat increase to each residential property
owner. Commercial and industrial
businesses would pay a higher rate based
on their usage and meter sizes.
HOW much is the franchise fee?
Annual Impact
Franchise Fee
$84
Annual Impact
Tax Levy
$188
Franchise fees would have a lower annual
cost for Prior Lake homeowners compared
to increasing property taxes for street
maintenance.
For example, a
house costing
$600.000 would
pay less with a
franchise fee verses
a tax levy in 2022.
9/7/2021 - Council Meeting
2020 2021 2021 2022 2022 2022
BUDGET ACTIVITY ORIGINAL AMENDED PROPOSED PROPOSED PROPOSED
CLASSIFICATION BUDGET BUDGET BUDGET AMT CHANGE % CHANGE
Fund 101 - GENERAL FUND
Taxes 8,923,782 9,433,959 9,433,959 10,227,232 793,273 8.41
Charges for Services 1,731,517 1,800,172 1,800,172 2,022,200 222,028 12.33
Intergovernmental 4,092,040 2,160,235 2,160,235 2,539,881 379,646 17.57
Miscellaneous Revenues 372,421 240,800 240,800 257,200 16,400 6.81
Sale of assets 2,603 - - - - -
Transfers in 470,000 523,000 523,000 546,000 23,000 4.40
Licenses and Permits 900,601 795,551 795,551 897,323 101,772 12.79
Fines and Forfeitures 1,652 - - - - -
TOTALS - FUND 101 16,494,616 14,953,717 14,953,717 16,489,836 1,536,119 10.27
DEBT SERVICE FUNDS
Taxes 3,316,380 3,121,498 3,121,498 3,455,529 334,031 10.70
Miscellaneous Revenues 734,149 492,776 492,776 495,204 2,428 0.49
Transfers in 1,260,291 1,206,925 1,206,925 1,342,764 135,839 11.25
TOTALS - DEBT SERVICE FUNDS 5,310,820 4,821,199 4,821,199 5,293,497 472,298 9.80
Fund 210 - CABLE FRANCHISE FUND
Charges for Services 31,276 28,000 28,000 23,800 (4,200) (15.00)
Miscellaneous Revenues 2,667 - - - - -
TOTALS - FUND 210 33,943 28,000 28,000 23,800 (4,200) (15.00)
Fund 225 - CAPITAL PARK FUND
Charges for Services 174,820 455,000 455,000 586,500 131,500 28.90
Miscellaneous Revenues 66,806 41,297 41,297 22,000 (19,297) (46.73)
TOTALS - FUND 225 241,626 496,297 496,297 608,500 112,203 22.61
BUDGET REPORT
City of Prior Lake
Revenues
From Amended Budget
9/7/2021 - Council Meeting
2020 2021 2021 2022 2022 2022
BUDGET ACTIVITY ORIGINAL AMENDED PROPOSED PROPOSED PROPOSED
CLASSIFICATION BUDGET BUDGET BUDGET AMT CHANGE % CHANGE
BUDGET REPORT
City of Prior Lake
Revenues
From Amended Budget
Fund 240 - EDA SPECIAL REVENUE FUND
Taxes 273,460 349,750 349,750 360,000 10,250 2.93
Charges for Services 188,485 8,450 8,450 24,360 15,910 188.28
Miscellaneous Revenues 17,266 5,300 5,300 5,400 100 1.89
Transfers in 161,250 - - - - -
TOTALS - FUND 240 640,461 363,500 363,500 389,760 26,260 7.22
Fund 410 - REVOLVING EQUIPMENT FUND
Taxes 624,897 835,000 835,000 700,000 (135,000) (16.17)
Miscellaneous Revenues 21,107 9,600 9,600 6,800 (2,800) (29.17)
Sale of assets 63,717 - - - - -
Transfers in 215,000 310,000 310,000 217,500 (92,500) (29.84)
Debt Issued - 555,000 555,000 - (555,000) (100.00)
TOTALS - FUND 410 924,721 1,709,600 1,709,600 924,300 (785,300) (45.93)
Fund 430 - REVOLVING PARK EQUIP FUND
Taxes 318,599 375,000 375,000 405,000 30,000 8.00
Miscellaneous Revenues 61,167 10,500 10,500 13,800 3,300 31.43
TOTALS - FUND 430 379,766 385,500 385,500 418,800 33,300 8.64
Fund 440 - FACILITIES MANAGEMENT FUND
Taxes 29,523 80,000 80,000 105,000 25,000 31.25
Intergovernmental - - - 200,000 200,000 -
Miscellaneous Revenues 17,468 5,800 5,800 6,300 500 8.62
Transfers in 99,000 130,000 130,000 24,600 (105,400) (81.08)
TOTALS - FUND 440 145,991 215,800 215,800 335,900 120,100 55.65
9/7/2021 - Council Meeting
2020 2021 2021 2022 2022 2022
BUDGET ACTIVITY ORIGINAL AMENDED PROPOSED PROPOSED PROPOSED
CLASSIFICATION BUDGET BUDGET BUDGET AMT CHANGE % CHANGE
BUDGET REPORT
City of Prior Lake
Revenues
From Amended Budget
Fund 450 - PERMANENT IMPROVEMENT REVOLVING FUND
Taxes 79,957 120,000 120,000 - (120,000) (100.00)
Charges for Services - - - 1,050,000 1,050,000 -
Miscellaneous Revenues 327,499 180,800 180,800 156,431 (24,369) (13.48)
Transfers in 257,935 - - - - -
TOTALS - FUND 450 665,391 300,800 300,800 1,206,431 905,631 301.07
Fund 601 - WATER FUND
Charges for Services 5,670,214 4,411,774 4,411,774 4,787,099 375,325 8.51
Intergovernmental 17,656 - - - - -
Miscellaneous Revenues 190,292 54,775 54,775 67,400 12,625 23.05
Other Financing Sources 16,762 - - - - -
TOTALS - FUND 601 5,896,203 4,466,549 4,466,549 4,854,499 387,950 8.69
Fund 602 - STORM WATER UTILITY
Charges for Services 1,206,327 1,190,699 1,190,699 1,197,920 7,221 0.61
Intergovernmental 3,825 - - - - -
Miscellaneous Revenues 77,101 14,500 14,500 22,800 8,300 57.24
Storm Water Charges 1,500 - - - - -
TOTALS - FUND 602 1,288,753 1,205,199 1,205,199 1,220,720 15,521 1.29
Fund 604 - SEWER FUND
Charges for Services 5,286,923 4,317,042 4,317,042 5,176,621 859,579 19.91
Intergovernmental 11,322 - - - - -
Miscellaneous Revenues 74,561 19,800 19,800 31,200 11,400 57.58
Other Financing Sources 16,762 - - - - -
TOTALS - FUND 604 5,389,568 4,336,842 4,336,842 5,207,821 870,979 20.08
TOTALS - ALL FUNDS 37,411,859 33,283,003 33,283,003 36,973,864 3,690,861 11.09
3,690,861 11.09
From Original Budget
9/7/2021 - Council Meeting
2020 2021 2021 2022 2022 2022
ACTIVITY ORIGINAL AMENDED PROPOSED PROPOSED PROPOSED
DEPT DESCRIPTION BUDGET BUDGET BUDGET AMT CHANGE % CHANGE
Fund 101 - GENERAL FUND
41110.00 MAYOR & COUNCIL 65,689 74,934 74,934 75,528 594 0.79
41130.00 ORDINANCE 5,440 6,000 6,000 6,000 - -
41320.00 ADMINISTRATION 317,739 270,152 270,152 390,285 120,133 44.47
41330.00 BOARDS & COMMISSIONS 5,507 11,365 11,365 11,365 - -
41400.00 CITY CLERK FUNCTIONS 117,161 122,272 122,272 129,515 7,243 5.92
41410.00 ELECTIONS 58,393 7,000 7,000 62,200 55,200 788.57
41520.00 FINANCE 499,898 565,250 565,250 595,446 30,196 5.34
41540.00 INTERNAL AUDITING 31,184 41,200 41,200 42,200 1,000 2.43
41550.00 ASSESSING 216,236 224,260 224,260 231,135 6,875 3.07
41610.00 LEGAL 193,279 180,000 180,000 190,000 10,000 5.56
41820.00 HUMAN RESOURCES 303,206 316,074 333,674 331,775 (1,899) (0.57)
41830.00 COMMUNICATIONS 150,044 162,070 162,070 164,290 2,220 1.37
41910.00 COMMUNITY DEVELOPMENT 450,154 379,924 379,924 387,386 7,462 1.96
41920.00 INFORMATION TECHNOLOGY 470,646 385,116 385,116 397,659 12,543 3.26
41940.00 FACILITIES - CITY HALL 492,870 524,030 524,030 553,013 28,983 5.53
42100.00 POLICE 5,026,592 5,303,369 5,539,473 5,980,662 441,189 7.96
42200.00 FIRE 995,854 1,076,350 1,076,350 1,239,743 163,393 15.18
42400.00 BUILDING INSPECTION 678,073 730,801 730,801 809,430 78,629 10.76
42500.00 EMERGENCY MANAGEMENT 10,335 15,090 15,090 16,190 1,100 7.29
42700.00 ANIMAL CONTROL 29,195 28,800 28,800 28,800 - -
43050.00 ENGINEERING 356,121 389,105 389,105 419,290 30,185 7.76
43100.00 STREET 1,173,055 1,365,438 1,365,438 1,383,844 18,406 1.35
43400.00 CENTRAL GARAGE 470,236 491,373 491,373 517,418 26,045 5.30
45100.00 RECREATION 338,774 481,813 481,813 521,020 39,207 8.14
45200.00 PARKS 1,227,649 1,604,132 1,604,132 1,761,358 157,226 9.80
45500.00 LIBRARIES 62,349 68,224 68,224 70,446 2,222 3.26
80000.00 Transfers to other Funds 538,018 253,575 253,575 223,838 (29,737) (11.73)
TOTALS - FUND 101 14,283,697 15,077,717 15,331,421 16,539,836 1,208,415 7.88
BUDGET REPORT
City of Prior Lake
Expenditures
From Amended Budget
9/7/2021 - Council Meeting
2020 2021 2021 2022 2022 2022
ACTIVITY ORIGINAL AMENDED PROPOSED PROPOSED PROPOSED
DEPT DESCRIPTION BUDGET BUDGET BUDGET AMT CHANGE % CHANGE
BUDGET REPORT
City of Prior Lake
Expenditures
From Amended Budget
DEBT SERVICE FUNDS
47000.00 DEBT SERVICE 5,324,463 5,243,627 5,243,627 5,360,912 117,285 2.24
80000.00 Transfers to other Funds 155,645 75,000 75,000 233,000 158,000 210.67
TOTALS - DEBT SERVICE FUNDS 5,480,108 5,318,627 5,318,627 5,593,912 275,285 5.18
Fund 210 - CABLE FRANCHISE FUND
41340.00 PUBLIC CABLE ACCESS 11,122 - - - - -
TOTALS - FUND 210 11,122 - - - - -
Fund 225 - CAPITAL PARK FUND
45200.00 PARKS 368,906 956,000 956,000 3,200 (952,800) (99.67)
TOTALS - FUND 225 368,906 956,000 956,000 3,200 (952,800) (99.67)
Fund 240 - EDA SPECIAL REVENUE FUND
46500.00 ECONOMIC DEVELOPMENT 254,757 519,294 519,294 620,557 101,263 19.50
46503.00 TECH VILLAGE INCUBATOR 2,900 5,500 5,500 - (5,500) (100.00)
TOTALS - FUND 240 257,657 524,794 524,794 620,557 95,763 18.25
9/7/2021 - Council Meeting
2020 2021 2021 2022 2022 2022
ACTIVITY ORIGINAL AMENDED PROPOSED PROPOSED PROPOSED
DEPT DESCRIPTION BUDGET BUDGET BUDGET AMT CHANGE % CHANGE
BUDGET REPORT
City of Prior Lake
Expenditures
From Amended Budget
Fund 410 - REVOLVING EQUIPMENT FUND
41830.00 COMMUNICATIONS - - 32,445 - (32,445) (100.00)
42100.00 POLICE 381,336 250,900 290,833 298,900 8,067 2.77
42200.00 FIRE 134,879 792,000 792,000 188,000 (604,000) (76.26)
42400.00 BUILDING INSPECTION - 35,000 35,000 - (35,000) (100.00)
43100.00 STREET 519,854 289,600 289,600 65,000 (224,600) (77.56)
43400.00 CENTRAL GARAGE 16,307 20,000 20,000 20,000 - -
45200.00 PARKS 63,384 262,500 262,500 349,500 87,000 33.14
49400.00 WATER - 83,000 83,000 - (83,000) (100.00)
49450.00 SEWER - 83,000 83,000 - (83,000) (100.00)
TOTALS - FUND 410 1,115,760 1,816,000 1,888,378 921,400 (966,978) (51.21)
Fund 430 - REVOLVING PARK EQUIP FUND
45200.00 PARKS 62,120 525,000 525,000 158,000 (367,000) (69.90)
TOTALS - FUND 430 62,120 525,000 525,000 158,000 (367,000) (69.90)
Fund 440 - FACILITIES MANAGEMENT FUND
41940.00 FACILITIES - CITY HALL 10,660 240,000 240,000 - (240,000) (100.00)
42100.00 POLICE - 22,500 22,500 167,000 144,500 642.22
42200.00 FIRE 10,357 120,000 120,000 200,000 80,000 66.67
43400.00 CENTRAL GARAGE - 50,100 50,100 86,000 35,900 71.66
45500.00 LIBRARIES 86,529 15,000 15,000 - (15,000) (100.00)
49400.00 WATER 6,943 - - - - -
TOTALS - FUND 440 114,489 447,600 447,600 453,000 5,400 1.21
9/7/2021 - Council Meeting
2020 2021 2021 2022 2022 2022
ACTIVITY ORIGINAL AMENDED PROPOSED PROPOSED PROPOSED
DEPT DESCRIPTION BUDGET BUDGET BUDGET AMT CHANGE % CHANGE
BUDGET REPORT
City of Prior Lake
Expenditures
From Amended Budget
Fund 450 - PERMANENT IMPROVEMENT REVOLVING FUND
43100.00 STREET 590,277 - - - - -
80000.00 Transfers to other Funds 279,933 287,150 287,150 282,751 (4,399) (1.53)
TOTALS - FUND 450 870,210 287,150 287,150 282,751 (4,399) (1.53)
Fund 601 - WATER FUND
41520.00 FINANCE 99,393 108,246 108,246 114,819 6,573 6.07
47000.00 DEBT SERVICE 54,450 - - - - -
49400.00 WATER 3,144,090 4,307,849 4,307,849 3,202,650 (1,105,199) (25.66)
80000.00 Transfers to other Funds 1,215,160 1,035,700 1,035,700 912,425 (123,275) (11.90)
TOTALS - FUND 601 4,513,093 5,451,795 5,451,795 4,229,894 (1,221,901) (22.41)
Fund 602 - STORM WATER UTILITY
49420.00 WATER QUALITY 607,022 982,393 1,057,764 1,048,889 (8,875) (0.84)
80000.00 Transfers to other Funds 85,780 127,000 127,000 118,600 (8,400) (6.61)
TOTALS - FUND 602 692,802 1,109,393 1,184,764 1,167,489 (17,275) (1.46)
Fund 604 - SEWER FUND
41520.00 FINANCE 100,604 107,721 107,721 114,349 6,628 6.15
47000.00 DEBT SERVICE 54,450 - - - - -
49450.00 SEWER 3,259,483 3,706,174 3,706,174 4,153,319 447,145 12.06
80000.00 Transfers to other Funds 632,110 366,000 366,000 334,750 (31,250) (8.54)
TOTALS - FUND 604 4,046,647 4,179,895 4,179,895 4,602,418 422,523 10.11
TOTALS - ALL FUNDS 31,816,611 35,693,971 36,095,424 34,572,457 (1,522,967) (4.22)
(1,121,514) (3.14)
From Original Budget
City of Prior Lake2022 Council Workshop 9/7/2021 2022 BudgetAttachment 1 Budgeted FundsPreliminaryDebt Capital Revolving Revolving Park Permanent Facilities TotalTotalGeneral Service Cable Park Equipment Equipment Improvement Management EDA Governmental Water Sewer Water Quality Enterprise BudgetedFund Funds Fund Fund Fund Fund Revolving Fund Fund Funds Fund Fund Fund Funds FundsRevenues / SourcesProperty TaxesLevy - Tax Capacity 10,003,394$ 3,455,529$ -$ -$ 700,000$ 405,000$ -$ 105,000$ 360,000$ 15,028,923$ -$ -$ -$ -$ 15,028,923$ Levy - Market Value 223,838 - - - - - - 223,838 - - - - 223,838 MVHC Aid - - - - - - - - - - - - - Special Assessments - 457,042 - - - 150,731 - - 607,773 - - - - 607,773 Licenses & Permits 897,323 - - - - - - 897,323 - - - - 897,323 Fines & Forfeits - - - - - - - - - - - - - Intergovernmental 2,539,881 - - - - 200,000 - 2,739,881 - - - - 2,739,881 Charges for Services 2,022,200 - 23,800 562,500 - 1,050,000 - 24,360 3,682,860 4,787,099 5,176,621 1,197,920 11,161,640 14,844,500 Other Revenues 257,200 38,162 - 46,000 6,800 13,800 5,700 6,300 5,400 379,362 67,400 31,200 22,800 121,400 500,762 Bond Proceeds - - - - - - - - - - . - - Lease Proceeds - - - - - - - - - - - - - - - Transfers From Other FundsGeneral Fund - 223,838 - - - - - - - 223,838 - - - - 223,838 Debt Service Funds - 233,000 - - - - - - - 233,000 - - - - 233,000 Water Fund 218,000 577,675 - - 108,750 - - 8,000 - 912,425 - - - - 912,425 Sewer Fund 218,000 - - - 108,750 - - 8,000 - 334,750 - - - - 334,750 Water Quality Fund 110,000 - - - - - - 8,600 - 118,600 - - - - 118,600 Trunk Reserve Fund - - - - - - - - - - - - - - - TIF Fund - 25,500 - - - - - - - 25,500 - - - - 25,500 PIR Fund - 282,751 - - - - - - - 282,751 - - - - 282,751 Facilities Management Fund - - - - - - - - - - - - - - - Capital Park Fund - - - - - - - - - - - - - - - Police Forfeiture Fund - - - - - - - - - - -$ -$ -$ - Total Revenues / Sources 16,489,836$ 5,293,497$ 23,800$ 608,500$ 924,300$ 418,800$ 1,206,431$ 335,900$ 389,760$ 25,690,824$ 4,854,499$ 5,207,821$ 1,220,720$ 11,283,040$ 36,973,864$ Expenditures / UsesEmployee Services 11,990,361$ -$ -$ -$ -$ -$ -$ -$ 143,057$ 12,133,418$ 879,448$ 869,955$ 356,339$ 2,105,742$ 14,239,160$ Current Expenditures 4,320,637 - - 3,200 - - - - 92,500 4,416,337 1,412,171 2,208,663 195,550 3,816,384 8,232,721 Capital Outlay 5,000 - - - 921,400 158,000 - - 385,000 1,469,400 191,000 290,200 - 481,200 1,950,600 Capital Improvements - - - - - - - 453,000 - 453,000 665,000 729,000 497,000 1,891,000 2,344,000 Subtotal 16,315,998$ -$ -$ 3,200$ 921,400$ 158,000$ -$ 453,000$ 620,557$ 18,472,155$ 3,147,619$ 4,097,818$ 1,048,889$ 8,294,326$ 26,766,481$ Transfers To Other FundsGeneral Fund -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 218,000$ 218,000$ 110,000$ 546,000$ 546,000$ Treatment Plant (Debt) - - - - - - - - - - - - - - - Equipment Fund - - - - - - - - - - 108,750 108,750 - 217,500 217,500 Park Equipment Fund - - - - - - - - - - - - - - - Debt Service Funds 223,838 233,000 - - - - 282,751 - - 739,589 577,675 - - 577,675 1,317,264 PIR Fund - - - - - - - - - - - - - - - Facilities Management Fund - - - - - - - - - - 8,000 8,000 8,600 24,600 24,600 EDA Fund - - - - - - - - - - - - - - - Severance Compensation Fund - - - - - - - - - - - - - - - Contingency - - - - - - - - - - - - - - - Debt Service - 5,360,912 - - - - - - - 5,360,912 169,850 169,850 - 339,700 5,700,612 Subtotal 223,838$ 5,593,912$ -$ -$ -$ -$ 282,751$ -$ -$ 6,100,501$ 1,082,275$ 504,600$ 118,600$ 1,705,475$ 7,805,976$ Total Expenditures / Uses 16,539,836$ 5,593,912$ -$ 3,200$ 921,400$ 158,000$ 282,751$ 453,000$ 620,557$ 24,572,656$ 4,229,894$ 4,602,418$ 1,167,489$ 9,999,801$ 34,572,457$ Change in Fund Balance (50,000)$ (300,415)$ 23,800$ 605,300$ 2,900$ 260,800$ 923,680$ (117,100)$ (230,797)$ 1,118,168$ 624,605$ 605,403$ 53,231$ 1,283,239$ 2,401,407$
2022 Property Tax Levy Comparison2022 Council Workshop 9/7/2021Attachment 1Change 21 - 22Property Taxes 2021 2022 Amount PercentLevy - Tax Capacity General Fund - Operating 9,180,384$ 10,003,394$ 823,010$ 8.96% Debt Service Funds 3,306,498 3,455,529 149,031 4.51% Revolving Equipment Fund 650,000 700,000 50,000 7.69% Revolving Park Equipment Fund 375,000 405,000 30,000 8.00% Permanent Improvement Revolving120,000 - (120,000) -100.00% Facilities Management Fund 80,000 105,000 25,000 31.25%Levy - Economic Dev Authority 349,750 360,000 10,250 2.93%14,061,632 15,028,923 967,291 6.88%Levy - Market Value - General Fund 253,575 223,838 (29,737) -11.73%Total Levy 14,315,207$ 15,252,761$ 937,554$ 6.55%2022 Budget Expenditure Comparisons (2021 Original Budgets)Capital Revolving Revolving Park Permanent Facilities TotalTotalGeneral Debt Service Cable Park Equipment Equipment ImprovementManagementEDAGovernmental Water Sewer Water Quality Enterprise BudgetedFundFundsFundFundFundFund Revolving FundFundFundsFundFundFundFundsFunds2022 Total Expenditures / Uses 16,539,836$ 5,593,912$ -$ 3,200$ 921,400$ 158,000$ 282,751$ 453,000$ 620,557$ 24,572,656$ 4,229,894$ 4,602,418$ 1,167,489$ 9,999,801$ 34,572,457$ 2021 Total Expenditures / Uses 15,077,717$ 5,318,627$ -$ 956,000$ 1,816,000$ 525,000$ 287,150$ 447,600$ 524,794$ 24,952,888$ 5,451,795$ 4,179,895$ 1,109,393$ 10,741,083$ 35,693,971$ Change 2021 to 2022 ($) 1,462,119$ 275,285$ -$ (952,800)$ (894,600)$ (367,000)$ (4,399)$ 5,400$ 95,763$ (380,232)$ (1,221,901)$ 422,523$ 58,096$ (741,282)$ (1,121,514)$ Change 2021 to 2022 (%) 9.70% 5.18% n/a n/a -49.26% -69.90% n/a 1.21% 18.25% -1.52% -22.41% 10.11% 5.24% -6.90% -3.14%2022 Budget Expenditure Comparisons (2021 Amended Budgets)Capital Revolving Revolving Park Permanent Facilities TotalTotalGeneral Debt Service Cable Park Equipment Equipment ImprovementManagementEDAGovernmental Water Sewer Water Quality Enterprise BudgetedFundFundsFundFundFundFund Revolving FundFund FundsFundFundFundFundsFunds2022 Total Expenditures / Uses 16,539,836$ 5,593,912$ -$ 3,200$ 921,400$ 158,000$ 282,751$ 453,000$ 620,557$ 24,572,656$ 4,229,894$ 4,602,418$ 1,167,489$ 9,999,801$ 34,572,457$ 2021 Total Expenditures / Uses 15,331,421$ 5,318,627$ -$ 956,000$ 1,888,378$ 525,000$ 287,150$ 447,600$ 524,794$ 25,278,970$ 5,451,795$ 4,179,895$ 1,184,764$ 10,816,454$ 36,095,424$ Change 2021 to 2022 ($) 1,208,415$ 275,285$ -$ (952,800)$ (966,978)$ (367,000)$ (4,399)$ 5,400$ 95,763$ (706,314)$ (1,221,901)$ 422,523$ (17,275)$ (816,653)$ (1,522,967)$ Change 2021 to 2022 (%) 7.88% 5.18% n/a -99.67% -51.21% -69.90% -1.53% 1.21% 18.25% -2.79% -22.41% 10.11% -1.46% -7.55% -4.22%
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2022 Proposed Tax Levy Components
Attachment 3
LEVY CHANGE TO MAINTAIN CURRENT SERVICE LEVELS – 6.55%
Economic Development Authority (EDA)Tax Levy Component .07%
EDA Tax Levy Increase - $10,000
The EDA budget includes a funding increase of $10,000 to bring the EDA tax levy to $360,000. This is an incremental increase in
funding primarily for property taxes and maintenance costs for 2022 planned EDA owned properties including 4662/4662 Dakota St
SE and 16298 Main Ave SE.
Personnel Adds / New Funding – 4.94% (Public Safety funding -4.12%/Other staff fundings - .82%)
Police 2022 Impact of 2021 Mid-Year Wage
Adjustment - $251,000
Incremental increase related to the 2022 salary and benefits budget for the Police Department. A compensation stu dy was
conducted and approved for 7/1/2021 market rate adjustments to the Officers and Sergeants salary schedules.
Assistant Fire Chief - $142,000 In 2022, the department seeks to add an Assistant Fire Chief to assist the Fire Chief with expanding duties and responsibilit ies
including administration, training, and fire inspection duties. In addition to supporting the Chief in regular operations, th e Assistant
Chief would play a critical role in two areas: life safety inspections and training. Position request included in Personnel Plan presented
April 5, 2021. Budget includes salary and benefits.
Police Officer - $100,000 The Prior Lake Police Department is unique in that it provides services to two communities, Prior Lake and the SMSC, as well as a
large gaming enterprise. The government-to-government agreement works well operationally but requires significant resources.
The immediate needs for the Police Department include the addition of three police officers (tribal liaison, investigator and patrol
officer) and one civilian FTE to run the property room and assist with investigations support work. Discussions are ongoing on how
to best meet these needs while ensuring goals across the City are met and the financial impacts are managed. As a result of this
process, the Personnel Plan includes the addition of one FTE for the Police Department annually from 2022-2026. The number each
year could be raised or accelerated as needs evolve and if a long-term contract with the SMSC is reached. Position request included
in Personnel Plan presented April 5, 2021. Budget includes salary and benefits.
Public Safety Workers Comp Rate Increase - $97,000 Premium adjustment based on updated experience modifier and rate changes from the League of MN Cities. Preliminary guidance
released included expectations of a 20% rate increase for public safety classes for 2022.
Administrative Assistant (Front Desk Receptionist) -
$67,000
The administrative assistant position was eliminated due to the closure of City Hall during the pandemic in late 2019. The City needs
full-time coverage at the front desk to greet visitors and route phone calls. Additionally, many of the tasks this position once did to
support communications need to be returned so the Communications Manager can focus ‘big picture’ marketing and promotion of
the City. Position request included in Personnel Plan presented April 5, 2021. Budget includes salary and benefits.
Development Services Assistant (0.8 FTE)- $50,000 Prior Lake issues approximately 2,600 building permits and completes about 5,000 inspections per year, each requiring process ing,
scheduling, and customer support. With continued growth and large development projects on the horizon, staff proposes to covert
the seasonal development services assistant into a regular part-time position to meet the demand for building services. Position
request included in Personnel Plan presented April 5, 2021. Budget includes salary and benefits.
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Mandatory Items – 1.65%
STAFFING
Wage/COLA and Benefits - $275,000
The budget includes a proposed cost of living adjustment, city payroll taxes and health insurance premium contribution increase.
The budget also includes seasonal salaries.
Health Insurance - $46,000 The city’s current health insurance provider indicated the city may see a premium increase of 10% for the 2022 insurance renewal.
Workers Compensation - $16,000
Premium adjustment based on updated experience modifier and rate changes from the League of MN Cities. Preliminary guidance
released included expectations of a 10% rate increase and potential reclassification for certain employee functions for 2022.
Election Judges - $54,000 An increase in election judges is needed due to an August primary election, the November general election, and ongoing early
voting.
CURRENT EXPENDITURES
Maintenance Agreements – $43,000
Increase in funding for maintenance agreements including general, building and equipment maintenance.
Property/General Liability Insurance - $22,000 Rate increase for property (10%) and general liability (12%) based on LMCIT guidance.
Professional Services - $58,000 increase in professional service costs for legal, engineering and the city’s assessment contract with Scott County.
Software Service Contracts – $15,000 New antivirus software and an increase in the Fire department’s timekeeping software.
Police Camera Technology Contract - $52,000 Estimated contract cost for a comprehensive Police camera technology contract that includes body camera, taser and video
storage. The current contract expires in 2022 and a new contract will cover a five-year period.
NONTAX REVENUE SOURCES/OTHER
Net Revenue increase of $742,000 offset with Levy
Impact of Change in Use of Reserves from 2021 to
2022 of $278,000
$328,000 2021 General Fund use of reserves for recurring items
50,000 2022 General Fund use of reserves
$278,000 Levy impact of Change in Use of Reserves between yrs.
• $205k for additional building permit and plan check revenue. The city collects building permit and plan check revenue on
new residential and townhome units built. The estimate for new construction for 2022 is 150 units which is more than the
2021 estimate of 125 units. As we wind down from the pandemic impacts and evaluate the property available for
development, staff has adjusted the annual building permits estimate to 150/year for the foreseeable future.
• $300k for additional SMSC Police Aid. The financial plan includes an incremental increase in SMSC aid for Policing which
will be adjusted, as needed, based on the agreement between the SMSC Business Council and the City Council. The
proposed increase for 2022 is $300k bringing the total SMSC police aid contribution to $1,000,000 in 2022.
• $82k for additional Minnesota state aid for Street Maintenance, Police and Fire including an estimated increase for the
2022 police officer and assistant fire chief staff additions.
• $31k Fire & Rescue Services Revenue from Townships: The costs for the Assistant Fire Chief are included in the cost
calculation for the Fire & Rescue Services agreement with Credit River and Spring Lake Townships.
• $27k for facility rent from the Prior Lake Spring Lake Watershed District (PLSLWD) for the space they are leasing at City
Hall.
• $278k increase in tax levy for on-going expenditures/revenue that were funded with reserves in the prior year. The 2021
use of reserves for ongoing revenue/expenditure items of $327,750 is comprised of the following:
o $100,000 shortfall in SMSC Police aid
3
o $24,000 reduction in the estimate of building permit and plan check revenue
o $63,000 Police overtime adjustment
o $23,750 Police workers compensation adjustment
o $117,000 Police midyear wage adjustment
2022 Planned Use of Reserves is $50,000 to fund the following items:
o Community Survey – The survey is completed every three to five years and planned to be funded from reserves.
GENERAL FUND RESERVE
Background information: The city’s comprehensive financial management plan calls for maintaining a fund balance between 40-50%
to ensure adequate reserves for cash flow, unplanned expenditures, and to maintain the city’s credit worthiness (AA+ credit r ating).
Staff recommends the use of reserves for one-time expenditures or revenue shortfall; otherwise, the fund balance could drop below
the level stated in the comprehensive financial management plan over time.
The total 2021 use of reserves is $1,127,704 comprised of the following items:
$849,955 of the use of reserves was for the following one-time items:
• $800,000 for a planned transfer of ARPA funds to the Facilities Management Fund for future projects
• $17,600 for professional services for a city compensation study
• $32,355 for purchase of Police field equipment
$277,750 of the use of reserves was for recurring items. In 2022, tax levy is needed to fund these items that were funded wi th
reserves in 2021:
• $100,000 shortfall in SMSC Police aid
• $24,000 reduction in the estimate of building permit and plan check revenue
• $63,000 Police overtime adjustment
• $23,750 Police workers compensation adjustment
• $117,000 Police midyear wage adjustment
2022 Planned Use of Reserves is $50,000 to fund the following items:
• Community Survey – The survey is completed every three to five years and planned to be funded from reserves.
Capital Improvement Program (CIP) Tax Levy Components - (.10%)
Equipment Replacement funding - $50,000 The Equipment Replacement Plan (ERP) utilizes general tax levies to support replacement of the City’s equipment and vehicle fleet.
The ten-year annualized cost for the plan is about $1.38M. The financing plan reflects a gradual increase in the tax levy until the
annual levy reaches $1M by the year 2028. The proposed total levy for 2022 is $917k. Since the proposed levy increase is gradual,
bonding may be required for the plan to meet our funding needs.
Park Equipment Replacement funding -$30,000 The Revolving Park Plan funds capital replacement projects, park amenities, and trail, sidewalk, and boardwalk replacement. The
plan proposes a phased increase in the tax levy to cover the capital projects in the plan. 2022 projects include the Northwood
playground replacement and the Crystal Lake aerator.
Facilities Management Plan funding -$25,000
The Facility Management Plan (FMP) was developed to plan for major repairs, replacements, and upgrades for all city facilities on a
long-term basis (25 years). It does not cover minor expenses for repairs and maintenance. Those will continue to be funded
through the operating budgets. 2022 includes carpet and minor renovations at the Police Station, roof work at the salt building and
renovations for the duty crew at Fire Station 1.
13755 Crest Avenue NE
Villas at Crest Woods
Preliminary Plat / Preliminary PUD
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Wildflower Way NE
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Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:203026.15.21CITY RESUBMITTAL8.18.20CITY RESUBMITTAL........3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.6-15-21REVISION SUMMARYDATEDESCRIPTIONC2.0OVERALL SITE PLAN21.05.10CITY REVISIONS..........01" = 100'-0"100'-0"50'-0"NKnow what'sbelow.before you dig.CallRPARK CALCULATIONS:1.RESERVED FOR CITY SPECIFIC NOTES.SITE DATA:TYPICAL 53' VILLA HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR7.5' SIDES/ 25' SIDE ROW38'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:6,360 SFTYPICAL 70' SF HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR8' SIDES, TYP/ 25' SIDE ROW50'x55'PADROW LINECURB LINEMINIMUM LOT SIZE:8,125 SFSITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS(IF APPLICABLE)SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.NP = NO PARKING FIRE LANEST = STOPCONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANHEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORT FORAGGREGATE BASE & WEAR COURSE DEPTH, SEEDETAIL.CONSTRUCTION LIMITSTOGross Site Area: 27.37 Ac.Existing Wetland Area: 3.72 Ac.*Net Developable Area: 23.65 Ac.(Lots & Local Roads, Ponds)Zoning:Existing Zoning: Ag Agriculture2040 Land Use Guide: Low Density Residential(2-4 u/a)Proposed Zoning/ Land Use:PUDOverall Residential Units:61 lots (2.58 u/a)SF lots, 70' wide.24 lotsVilla SF lots, 50' wide.37 lotsCITY OF PRIOR LAKE SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.TYPICAL 53' VILLA HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR7.5' SIDES/ 25' SIDE ROW38'x60'PADROW LINECURB LINEMINIMUM LOT SIZE:6,360 SFTYPICAL 70' SF HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR7.5' SIDES, TYP/ 25' SIDE ROW45'x55'PADROW LINECURB LINEMINIMUM LOT SIZE:8,125 SF
Wildflower Way NE
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CPOND /INFILTRATIONBASINWETLAND 3LEAST/LOWOHWL=998.10EX 100-YR HWL=998.57PR 100-YR HWL=999.55 EOF=1002.00WETLAND 1LEAST/LOWOHWL=1012.20EX 100-YR HWL=1014.24PR 100-YR HWL=1014.11EOF=1015.40FILTRATION BASINHAVEN RIDGE SOUTHINF EL=981.50OUTLET=982.32EX 100-YR HWL=986.61PR 100-YR HWL=986.99EOF=986.60WETLAND 2LEAST/LOWOHWL=1011.90EX 100-YR HWL=1015.45PR 100-YR HWL=1014.46EOF=1014.50WETLAND 4LEAST/LOWOHWL=1000.00EX 100-YR HWL=1002.32PR 100-YR HWL=1002.17EOF=1002.20WETLAND 7LEAST/LOWOHWL=979.42EX 100-YR HWL=985.12PR 100-YR HWL=985.94EOF=990.60BMP2INF EL=996.50OUTLET=998.10100-YR HWL=999.50EOF=1002.0065431
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4BLOCK 591516BLOCK 1BLOCK 3OTL. ALupine Trail NE 10EOF1003.00EOF1002.20EOF1009.70EOF1015.40EOF994.40EOF986.60EOF990.60MAINTENANCE ACCESS MAINTENANCE ACCESSEOF999.00EOF1014.50EOF1003.13EOF1000.40EOF994.40EOF1014.06 ST-1ST-3ST-2ST-7ST-6ST-8ST-4ST-5ST-9ST-10EL=994.0CL, SP-SMEL=1008.2OL, CL,SP-SMEL=1003.9OL, CL,SMEL=993.4CL, SMEL=1019.6SM,EL=1007.9CL, SP,SMEL=1004.2CL, SPEL=1017.4CL, SP-SMSC-SMEL=1002.1CL, SPEL=1007.5CL, SMCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:203026.15.21CITY RESUBMITTAL8.18.20CITY RESUBMITTAL........3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6-15-21REVISION SUMMARYDATEDESCRIPTIONC3.0OVERALLGRADING PLAN............01" = 100'-0"100'-0"50'-0"NKnow what'sbelow.before you dig.CallR1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THEOWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.5.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.6.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE,UNLESS OTHERWISE NOTED.7.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES INMAINTAINED AREAS IS 4:18.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHTSHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BESUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OFCONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELDCHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDINGACTIVITIES.10.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFFTHE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.11.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ONTHE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESSTOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THECONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.12.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING,INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITHUNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS ANDEXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTIONOPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATEROR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BERESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.13.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREASUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THETEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BYTHE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA AREUNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTIONSYSTEMS.14. TOLERANCES14.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.14.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOTABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.14.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIREDELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.14.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.15.MAINTENANCE15.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OFTRASH AND DEBRIS.15.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIEDTOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREASWHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.15.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSEWEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TOFURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSSEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSCITY OF PRIOR LAKE GRADING NOTES:1.RETAINING WALLS OVER 4' IN HEIGHT WILL REQUIRED A PERMIT FROM THE CITY,BE DESIGNED BY A MN LICENSED REGISTERED ENGINEER, AND HAVE A FENCECONSTRUCTED ON TOP OF THE WALLS.
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CPOND /INFILTRATIONBASINWETLAND 3LEAST/LOWOHWL=998.10EX 100-YR HWL=998.57PR 100-YR HWL=999.55 EOF=1002.00CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)WETLAND 1LEAST/LOWOHWL=1012.20EX 100-YR HWL=1014.24PR 100-YR HWL=1014.11EOF=1015.40FILTRATION BASINHAVEN RIDGE SOUTHINF EL=981.50OUTLET=982.32EX 100-YR HWL=986.61PR 100-YR HWL=986.99EOF=986.60WETLAND 2LEAST/LOWOHWL=1011.90EX 100-YR HWL=1015.45PR 100-YR HWL=1014.46EOF=1014.50WETLAND 4LEAST/LOWOHWL=1000.00EX 100-YR HWL=1002.32PR 100-YR HWL=1002.17EOF=1002.20WETLAND 7LEAST/LOWOHWL=979.42EX 100-YR HWL=985.12PR 100-YR HWL=985.94EOF=990.60BMP2INF EL=996.50OUTLET=998.10100-YR HWL=999.50EOF=1002.0065431
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4BLOCK 591516BLOCK 1BLOCK 3OTL. ALupine Trail NE 10Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:203026.15.21CITY RESUBMITTAL8.18.20CITY RESUBMITTAL........3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.6-15-21REVISION SUMMARYDATEDESCRIPTIONC4.0OVERALL UTILITY PLAN............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF PRIOR LAKE UTILITY NOTES:1.10 GAUGE TRACER WIRES FOR THE SANITARY SEWER SERVICES AREAREQUIRED FOR LOCATING PURPOSES AND SHALL BE INSTALLED INACCORDANCE WITH THE MN RURAL WATER TRACER WIRE SPECIFICATIONS.THE TRACER WIRE SHOULD CONNECT TO A TRACER WIRE ACCESS BOX AT THEEASEMENT (SEE PLATE #401.)01" = 100'-0"100'-0"50'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONSFROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN ANDSERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTMF794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICALPLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BESUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS AREINCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BEREQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTHWATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALLUTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THECITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITYSTAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENTCONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BEESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD)AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED.ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THEREQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEETOWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEERUPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENTRUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHERSTRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BETESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACHDIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORTRECOMMENDATIONS AND REQUIREMENTS.SITE SPECIFIC UTILITY NOTES:1.TREES AND LIGHT POLES ARE TO BE CONSTRUCTED ABOVE THE UNDERGROUNDFILTRATION BASIN IN PARKING LOT ISLANDS. GAPS IN THE PIPE SYSTEM ARE TOBE SHOWN ON FINAL SHOP DRAWINGS.
Wildflower Way NE
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NEMeridian Way NEApex WayLupine Trail NE 138th St. NEJackson Street NE8 232221201918 1234Street "B"Street "C"45679314123456810 11231117 13127921POND /INFILTRATIONBASINCONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)65431
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49 1516Lupine Trail NE 10SEED TYPE 1 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 1 (TYP.)SEED TYPE 1 (TYP.)SEED TYPE 1 (TYP.)SEED TYPE 1 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)8 - RP3 - CS3 - BS6 - WP5 - RP4 - WP6 - BS3 - CS9 - RP9 - WP2 - NS5 - CS5 - BS4 - BS5 - NS5 - CS5 - BS2 - NS3 - HA20 - RO14 - RO14 - RO10- SM10 - SM7 - SM10 - SM11 - SM20 - SO19 - RM4 - HA4 - BA9 - CO9 - CO3 - HA5 - CO5 - CO8 - RM2 - RM14 - RM7 - BA4 - BA8 - BA1 - BA3 - BASEED TYPE 2 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 3 (TYP.)REVISION SUMMARYDATEDESCRIPTIONL1.0OVERALL LANDSCAPEPLAN............Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:203026.15.21CITY RESUBMITTAL8.18.20CITY RESUBMITTAL........3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.6-15-2101" = 100'-0"100'-0"50'-0"NKnow what'sbelow.before you dig.CallRTREES PER LOT: 2. TOTAL LOTS: 60TREES REQUIRED:120REPLACEMENT TREES REQUIRED: 55BUFFERYARD TREES REQUIRED: 77TOTAL TREES REQUIRED:252TOTAL TREES PROVIDED:332REQUIRED LANDSCAPE CALCULATIONSLAWN - SOD, SALT TOLLERANTSEED TYPE 1 - MNDOT 33-261 STORMWATER SOUTH &WEST, PER MNDOT SEEDING MANUALSPECIFICATIONS (2014)SEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLEGENDSEED TYPE 3 - MNDOT 25-131 TURF, PER MNDOTSEEDING MANUAL SPECIFICATIONS (2014)LANDSCAPE NOTES:1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OFSHREDDED HARDWOOD MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED HARDWOOD MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALLMULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROMDISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OFACCEPTANCE PERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THEPLAN SHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPEMATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THEDRAWINGS.7.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.8.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.9.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.SHREDDED HARDWOOD MULCH (UNDER TREES)THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT1PLANT SCHEDULE - ENTIRE SITESYMQUANT.COMMON NAMEBOTANICAL NAMESIZEROOTCOMMENTSDECIDUOUS TREESSM48SUGAR MAPLEAcer saccharum2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMRM43PRESIDENTIAL GOLD GINKOGinko biloba "The President"2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMHA10HACKBERRYCeltis occidentalis2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMBA27BASSWOODTilia americana2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMCO28COFFEETREEGymnocladus dioicus2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSO22SWAMP WHITE OAKQuercus bicolor2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMRO48RED OAKQuercus rubrum2.5" CAL.B&BSTRAIGHT LEADER. FULL FORM226TOTAL DECIDUOUS TREESEVERGREEN TREESRP22RED PINEPinus resinosa6' ht.B&BSTRAIGHT LEADER. FULL FORMWP19WHITE PINEPinus strobus6' ht.B&BSTRAIGHT LEADER. FULL FORMBS28BLACK HILLS SPRUCEPicea glauca "Densata"6' ht.B&BSTRAIGHT LEADER. FULL FORMCS28COLORADO SPRUCEPicea pungens 'Glauca'6' ht.B&BSTRAIGHT LEADER. FULL FORMNS9CONCOLOR FIRAbies concolor6' ht.B&BSTRAIGHT LEADER. FULL FORM106TOTAL EVERGREEN TREES
L:\21 FILES\21 SUBDIVISIONS\PRELIMINARY PLAT\Villas at Crest Woods PDEV21-000008\00 PC Report\Villas at Crest Woods Prelim Plat Eng Memo
070921.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM Memorandum
To: Nick Monserud, Assistant City Engineer
Pete Young, Water Resources Engineer
From: Kris Keller, Laura Kivisto, Dustin Simonson, Chuck Rickert - WSB
Date: July 5, 2021
Re: Villas at Crest Woods
WSB Project No. 10704-000
We have completed our preliminary plat review of the civil and stormwater plans submitted for the
Villas at Crest Woods on June 15, 2021 as prepared by Civil Site Group. The following
documents were received:
· Preliminary Plat Plans (VILLAS AT CREST WOODS-CITY RESUBMITTAL 6-15-21.pdf)
· Preliminary Plat (20302-NHH Prior Lake-PRELIMINARY PLAT-Pre Plat-Combined-6-14-
2021.pdf)
· Stormwater Report (00 - CSG Villas at Crest Woods 20302 STORMWATER REPORT -
3-15-2021.pdf)
· Geotechnical Evaluation Report (Geotechnical Evaluation Report - Summit Preserve
Continuation, B1908052.pdf)
· Trip Generation Study (Trip Generation 3-14-21 Prior Lake.doc)
· Alta Survey (ALTA Chadwick (Summit Preserve) 8-13-2019.pdf)
· Boundary Topographic Survey (20302-NHH-Prior Lake-3-19-2021.pdf)
Comments are provided within this Memorandum and in the corresponding redlined plan set.
Please note that not all comments within the plan set are in the Memorandum. We have the
following comments with regards to engineering and stormwater management. Greyed out
comments have been addressed. Red comments are new to this review. Comments in standard
text still apply.
General
1. Submit for and provide copies to the City of all required permits from regulatory agencies
(MCES, Minnesota Pollution Control Agency, Minnesota Department of Health, County,
etc.)
2. An NPDES permit is required as the site exceeds 1 acre of disturbance.
3. Provide a memo along with your plan revisions which responds to the provided
comments.
Plat
1. Revise Block 6 lots to meet City R-1 size requirements
2. Provide drainage and utility easements for all drainage swales that convey water from
one lot across another
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a. The width of the easement should be a minimum of 10’ with at least 5' on either
side of the center of the swale
3. Please note which Outlots will be dedicated to the City and which will be privately owned.
a. Extend lot lines to remove all outlots other than Outlot F which will be deeded to
the City
b. Provide drainage and utility easements over all public utilities and stormwater
management facilities on private property.
4. Provide drainage and utility easements for all public utilities running across private
property.
a. The width of the easement should be at least two times the greatest depth of the
utility with a minimum of 20' centered on the utility
5. Remove the three Block 7 lots along 138th Street. The lots for Block 7 are dangerously
close to the turn lane tapers and the intersection with 138th St and Crest Ave. This would
be exasperated with reverse movements coming out from the driveways. The traffic
engineer recommends removing them from the segment altogether.
Streets/Trails
1. Based on the proposed site plan the anticipated traffic generation would be 651 vehicle
per day (vpd), 52 AM peak hour trips and 69 PM peak hour trips, assuming 69 single
family lots on the site. This is consistent with the Trip Generation memorandum provided
by Swing Traffic Solutions (March 14, 2021).
2. Access for the site is proposed using the extension of 138th Street (east/west) and
Johnson Street (north/south). Johnson Street is a proposed local city street and 138th
Street is a proposed Major Collector roadway in the City’s 2040 Comprehensive Plan.
The design included on the site plan conforms to a local street standards (66ft ROW, 32ft
width) and Collector Street standards (66ft ROW, 36ft wide).
3. 138th Street provides access to the regional transportation system at Crest Avenue
(CSAH 18). Crest Avenue (CSAH 18) is a Scott County roadway classified as an A-Minor
Arterial Expander in the County’s 2040 Transportation Plan, however it has been
identified as a potential turnback to the City and reclassification as a Collector roadway.
The existing ADT is 5600vpd and projected in 2040 at 10,700vpd.
4. The proposed site plan shows improvements at the Crest Avenue (CSAH 18) and 138th
Street intersection of adding a southbound left turn land and northbound right turn lane.
The design of these improvements will need to be coordinated with Scott County
including the required length of the turn lane bay and the width of the turn lanes.
Typically, the turn lane length is 250ft to 300ft and the width is 13ft to 14ft to the face of
curb. Include a typical section for the Crest Avenue (CSAH 18) improvements.
5. 138th Street at Crest Avenue (CSAH 18) is proposed to be widened to include four lanes,
westbound approaching Crest Avenue (CSAH 18) with a right, through and left and
eastbound exiting one through lane. The plan shows the lanes adjacent to the curb at a
width of 12ft to back of curb. At a minimum these widths should be 12ft to the face of curb
or 13ft to back of curb. The taper to the turn lanes should be a minimum of 10:1. A typical
section should be provided for the 138th Street Improvements (Collector Street).
6. A truck turning template should be provided showing the turning movements from Crest
Avenue (CSAH 18) to 138th Street. The eastbound exiting lane appears to be too narrow
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to accommodate these movements. An exhibit should be provided showing the turning
radii.
7. The side street approaches to 138th Street should have stop sign control.
8. A sight line analysis should be completed for all intersections including the intersections
on 138th Street at Johnson Street and Street at Street A, and on Johnson Street at Street
B, Street C, Meridian Way and Apex Way.
9. The final plans should include a signing and pavement marking plan, including at a
minimum: size and locations of stop signs, street signs and pedestrian crossing signs,
and size type and location of street lane markings and pedestrian crossing striping.
10. Revise cul de sac for Street A to meet City standards for offset spacing (660’) from
collectors or higher order streets.
11. Revise 138th St intersection with Crest Ave (CR 18) to match exhibits sent to developer.
12. Flip the driveways from Lot 1 Block 10 and Lot 1 Block 11 away from the intersection.
13. Street Profiles
a. Provide street profiles that show the proposed street grades and vertical curves.
b. Identify centerlines of connecting streets at intersections in profile views.
c. Vertical curves need to meet the minimum required K value (30 for crest curves,
36 for sag curves) for 30 mph.
14. Provide horizontal curve/alignment information for all roads.
a. Curves must meet a 30 MPH design speed and shall have a minimum 250’
centerline radius
15. Provide typical sections for all roads
a. Include proposed curb types
b. Include supporting geotechnical information
Stormwater Management
1. Drainage Areas and Modeling
a. Verify that there is no stormwater runoff onto the site from the development on
the south boundary of the site.
b. Label the wetlands and BMPs on the drainage area maps.
c. Calculate the time of concentration values in lieu of using a generic value.
d. Ensure drainage areas in HydroCAD match the drainage area maps (EX2A).
e. Proposed Conditions HydroCAD Model
i. Modify the primary outlet from Wetland 2 to match the plans.
ii. Modify the EOF elevations in HydroCAD match the elevations on the
plans.
iii. Add a starting elevation to BMP 1 at the infiltration elevation. Do not
include dead storage in the model.
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iv. BMP 2 includes a starting elevation at 998, but infiltration starts at 996
according to the plan set. Modify the model to match the plans.
v. Modify the primary outlet from BMP 2 to match the plans.
f. Update all HWLs listed on the plans to match HydroCAD.
2. Rate Control
a. Because the property is within the Stormwater Management Overlay District #1,
prescriptive rate control of 0.25 cfs/net acre discharge from the site is the
maximum allowable discharge for all storm events. Please provide an analysis
showing that the site meets this requirement.
i. Verify that the existing County storm system elevations will allow for
redirecting the proposed pond/infiltration area in the southwest corner to
the existing County/City storm system to the south.
1. This will allow for the removal of the long run of storm sewer
leading out of Wetland 3 to the north.
2. Adjust rate control to maintain sufficient capacity in the existing
system particularly at the storm sewer structure on the southeast
corner of Crest Ave and 140th Street.
b. Please provide an analysis without available wetland storage to determine if
wetland storage is used to meet rate control requirements. If wetlands are used
for rate control, show that the wetlands are eligible based on the requirements of
Section Six in the Public Works Design Manual.
i. If wetlands are used to meet rate control, include columns specifying the
tributary area, the required discharge rate (0.05 cfs per tributary acre in
the 2-year event, 0.15 cfs per tributary acre in the 10-year event, and
existing peak flow for the 100-year event), and the wetland discharge
rate in the proposed rate control table for each wetland.
3. Volume Control
a. Calculations can be modified to consider 1-inch of runoff from the new
impervious surface in lieu of 1.1-inch to meet Prior Lake requirements.
b. Routing impervious to BMPs to maximum extent possible. Preliminarily met;
consider soil boring comments below.
4. Water Quality
a. Preliminarily met; consider soil boring comments below.
5. HWL and EOF requirements
a. Low floor elevations shall be at least 2-feet above the HWL.
i. Homes near Wetland 2 and Wetland 3 do not meet this requirement.
b. Low opening elevations shall be at least 2 feet above the EOF.
i. Homes near Wetland 2 and a home near Wetland 3 do not meet this
requirement.
6. BMPs
a. Please provide a cross section detail of the BMPs.
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b. Soil boring ST-10 shows clay down to 7-feet below the existing surface. Verify
that the infiltration BMP 1 will function in this location by including provisions for
at least 2 infiltration tests in all proposed infiltration basin locations. In the same
manner, provide soil borings at the location of BMP 1. As such, justify the use of
a 0.8 in/hr infiltration rate.
c. Overlay the tree removals plan on the grading plan to verify that all trees and
brush below the controlled water level of the BMPs will be removed.
d. Specify maintenance access routes to the BMPs (maximum of 8% grade,
maximum of 2% cross slope, and minimum of 10-feet wide).
e. Provide Walker Method calculations for appropriate sizing of the permanent pool
volume.
f. A 10-foot wide aquatic bench is required below the NWL of the pond.
g. The invert elevations of pond inlet flared end sections shall match the outlet
elevation of the ponds.
h. The EOF of a pond should be at least 1 foot higher than the HWL.
7. General
a. Clean up the plans so labels do not overlap (particularly the basin names and
HWL information).
Grading
1. Minimum grading for drainage swales and lot grading shall be 2%.
2. Add the following notes to the grading plan:
a. Perimeter/downstream sediment control BMPs shall be installed by the
contractor and inspected by the City prior to any site work.
b. Slopes greater than or equal to 3:1 shall have approved erosion control BMPs
installed immediately after finished grading.
3. Call out the wetland buffer on the grading plan.
4. Show house style detail.
5. Label the driveway grades.
6. Some proposed house elevations do not appear to match adjacent proposed contours
(Block 3, etc.)
7. Several blocks have drainage that is directed at the proposed building pads. Revise
proposed contours and provide spot elevations between all lots to show drainage
directed away from proposed building pads
8. Provide EOF’s for all low points in the streets and greenspaces.
9. Several areas around the perimeter of the development have greater than 3:1 slopes
matching with the adjacent existing grades. There is a maximum of 4:1 slopes in
maintained areas.
10. Show easements on grading plans
a. Provide drainage and utility easements for all drainage swales that convey water
from one lot across another
11. Label all streets.
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12. Provide the existing/proposed house elevations and contour information for all adjacent
lots to the development in order to best match grades at the development limits.
13. Show storm sewer on grading plans
a. Provide all inlet elevations
14. Shift the driveway access for Lot 3 Block 10 from Meridian Way to Lupine Trail.
15. Shift the hydrant out of the driveway for Lot 8 Block 1.
16. Provide additional hydrants along 138th Street east of Jackson Street to maintain fire
protection and maximum allowed 450’ spacing.
17. Remove and install the hydrant in the Lupine Trail temporary cul de sac behind the
revised back of curb.
Utilities
1. Storm Sewer
a. Provide rational calculations for the storm sewer. Storm sewer facilities shall be
designed for the 10-year 24-hour rainfall event.
b. Verify if the storm sewer to the east of the site has adequate capacity to take
additional drainage (PR13).
c. Storm sewer pipe size and grade shall be greater than or equal to 15-inches in
diameter and 0.5% slope.
d. Either show the proposed storm sewer on the grading plan (as a background
layer) or show the grading on the utility plan to verify that catch basins are
included at low points and placed appropriately.
e. The maximum spacing between storms sewer structures is 400-feet. Adjust
structure spacing to meet requirement.
f. Provide the MnDOT standard rip rap detail for the rip rap at the storm sewer
outlets.
g. Call out an environmental sump structure (3-foot sump) for the last manhole that
is road accessible prior to discharging to a waterbody.
h. Place catch basins to collect drainage upstream of the intersections (Street B
and Jackson Street, Street C and Jackson Street).
2. Sanitary Sewer
a. Pipe material for sanitary sewer 16’ to 26’ deep shall be SDR 26 PVC.
b. The location, size, type, and class of all sanitary sewer services shall be noted on
the plans.
c. The maximum depth of the sanitary sewer service at the ROW line shall be 10’
unless documented by a proposed house or building elevation that justifies a
deeper service.
d. Install service risers where cover over the top of the sanitary main is greater than
12’ or as directed by the engineer.
e. Provide 10 gauge tracer wires for the sanitary sewer services for locating
purposes and shall be installed in accordance with the MN Rural Water Tracer
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Wire Specification. The tracer wire should connect to a tracer wire access box at
the easement (see Plate #401).
f. Show the existing and proposed sanitary sewer in plan and profile view, along
with other existing and proposed utilities in the construction zone.
g. The construction plans for water main and sanitary sewer shall include the lowest
elevation of all houses or buildings to be served.
h. Verify that the temporary lift station built by M/I Homes has the capacity to
accommodate this development.
3. Watermain
a. All water fittings should be labeled as to size and type such as bends, tees,
plugs, etc.
b. The location, size, type, and class of all water services shall be noted on the
plans.
c. Developers are responsible for constructing the services to the easement line
which is approximately 10’ beyond the right of way line.
d. Provide a minimum of 18” vertical separation for all watermain crossings with
sanitary and storm sewer. Also, other utilities that cross the watermain shall
cross at a 90 degree angle, if possible, with the minimum requirement of a 45
degree angle for the crossing. Provide insulation for all storm sewer crossings.
e. Show on plans the existing and proposed watermain in plan and profile view
along with other existing and proposed utilities in the construction zone.
f. Shift the gate valve from the western leg of the intersection of 138th Street and
Jackson Street to the southern leg due to the impact for houses along 138th
Street and the Street ‘A’ cul-de-sac in the event of a watermain break or
maintenance.
g. Extend the watermain along 138th Street through and under Crest Avenue (CR
18) with a casing. BMI to verify that the current booster station has the capacity
to accommodate this development.
h. Identify and address potential utility conflicts where the storm sewer is deeper
(greater than 6’) or the sanitary sewer is shallower (less than 10’) with the
watermain.
i. Fire official to verify fire protection particularly along 138th Street where the
hydrants are spaced further apart.
j. The hydrant at the south end of Street ‘A’ shall be placed after the last service on
the watermain.
k. Hydrants should be installed at the high points of the watermain in the profile.
l. Shift the storm sewer along 138th Street west of Jackson St/Lupine Trl to the
north side of the road
i. Keep the watermain on the south side.
ii. Remove the sanitary sewer west of Jackson St/Lupine Trl.
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4. General
a. Show easements on utility plans
b. Provide drainage and utility easements for all public utilities running across
private property.
i. The width of the easement should be at least two times the greatest
depth of the utility with a minimum of 20' centered on the utility
c. Label all streets
Miscellaneous
1. Utilize current City of Prior Lake Design Manual and Standard Detail Plates
2. Include City Plate #402 for Sanitary Sewer Outside Drop Manhole
SWPPP
1. Specify the locations of the temporary sediment basins on the ESC plan, required for all
drainage areas greater than 5 acres.
2. Update the SWPPP to be specific to the site including the description of the construction
activity, impervious surface, contact information, party responsible for long term
maintenance of the system, etc. The current SWPPP appears to be for a different project.
3. Call out inlet protection on all catch basins (CBMH 16A, CBMH 16B).
Wetland
1. The development is showing wetland impacts through the removal of smaller wetlands
within the site. Wetland impacts will need to be approved under WCA.
a. The application for WCA permit has not been submitted to the City for Review.
2. The following applies to the required wetland buffers:
a. The site falls within Prior Lake Spring Lake Watershed District. For this site, all
wetlands must have minimum buffer width of 20 feet with an average width of 30
feet wide from the delineated wetland edge. No grading is allowed within wetland
buffers, with exceptions for pipe outlets and associated riprap, reseeding and soil
amendments, grade changes adjacent to approved WCA impacts, and temporary
impacts associated with utility installation.
b. Change the name of the “Buffer” line to “Wetland Buffer” on all plan sheets to
avoid confusion.
c. Show a double row of silt fence upgradient of all wetland buffer lines. This is also
a requirement of the NPDES general permit.
d. Buffers shall be identified within each parcel by permanent monumentation.
Monuments shall be required at each parcel line where it crosses a buffer and
shall have a maximum spacing of 200 feet along the edge of the buffer.
Additional monuments shall be placed as necessary to accurately define the
edge of the buffer.
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PLSLWD
Rule D – Stormwater Management
1. HydroCAD Modeling Comments
a. Runoff should be calculated separately for pervious and impervious areas,
instead of using a weighted curve number for each subcatchment.
b. Time of concentration should be modeled explicitly for each subcatchment
instead of assuming 10 minutes for all subcatchments.
c. Entire site is modeled as 75% grass cover in good condition. However, aerial
imagery indicates that landcover is largely wooded, which should be modeled
with a lower curve number for existing conditions.
d. Web soil survey indicates a portion of the site with HSG B soils, which is similarly
reflected in soil boring #6. This portion of the site should be modeled as HSG B
instead of HSG D. Under proposed conditions, this area should be modeled as
HSG C to reflect compaction of soils due to construction.
e. Documentation should be provided for the existing infiltration basin to confirm
that 0.63 in/hr is an appropriate infiltration rate.
f. The overflow elevation for Wetland 1 is not accurate. 2-foot contours indicate the
overflow to be between 1018 and 1020, but it is modeled at 1015.4. Other
wetland overflows were not checked but should be reviewed for consistency.
2. Two infiltration basins are proposed, and each are designed with an infiltration rate of 0.8
in/hr. Given HSG D soils on site this is not an appropriate infiltration rate and basins are
likely to retain water for longer than 48 hours. Further assessment of infiltration feasibility
is highly recommended. It is also recommended that basins be designed with drain tile
lines and a gate valve. This allows for dewatering of the basin for maintenance and to aid
vegetation establishment.
3. No pretreatment has been provided for runoff that is piped to the infiltration basins. This
will lead to accumulation of sediment within the basins which is detrimental to infiltration
capacity. Storm sewer profiles were not provided so it is unclear if sump manholes are
provided prior to storm sewer discharge.
4. Further review of changes to site drainage are warranted. Under existing conditions
Wetlands 1 and 2 drain east to Crownline Drive. Under proposed conditions these
wetlands will be directed west towards the other onsite wetlands.
5. The proposed project does not meet runoff rate requirements. Total runoff rate from the
site increases for both the 2 and 10-year, 24-hour storms.
6. Significant portions of the site (PR2, PR3A, PR5, PR8, PR9, PR10, PR11) are routed
directly to existing wetlands with no stormwater management. Further, PR10 appears to
include much of the roadway which is directed by storm sewer to infiltration basin 1, not
Wetland 1 as routed in the HydroCAD model. Other routing was not checked and
warrants further review.
7. Subcatchments PR6 and PR6A are routed to an existing infiltration basin. Has this
infiltration basin been reviewed to confirm it has additional capacity for the proposed
runoff?
8. Documentation of required NPDES permit has not been provided.
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Rule E – Erosion and Sediment Control
1. Construction sequencing notes have not been provided. These notes should clarify the
timing of infiltration basin construction and whether these facilities will be used as
temporary sediment basins or protected from construction sediment to allow vegetation to
establish. A detail was provided for temporary sediment basins, but basins were not
located in the plans.
2. Perimeter control (silt fence) is needed around Wetlands 4 and 7.
3. Has approval been received for proposed land disturbance outside of the site boundary?
Rule G – Wetland Alterations
1. Provide documentation regarding the status of WCA approval for proposed wetland
impacts.
2. Provide documentation that a wetland replacement plan has been reviewed and
approved by the city of Prior Lake.
Rule J – Buffer Strips
1. The overall site plan appears to indicate wetland buffers around unfilled wetlands.
However, buffer boundaries have not been clearly market. Wetland buffers should be
established and maintained a minimum distance of at least 20 feet and 30-ft average
from the wetland edge. Buffers should be maintained with healthy native vegetation and
documented by signage located at the upland edge of the buffer.
2. The developer will be required to enter into a Development Agreement and provide
Conservation Easements to the District over the wetlands and required buffer strips. If
proposed revisions to PLSLWD Rules are adopted prior to development, buffer widths
may need further adjusted (expanded) based on Wetland Categorization.
Phone 952.447.9800 / Fax 952.447.4245 / www.cityofpriorlake.com
Memo
The Community Development Department has reviewed the Preliminary Plat and PUD plans for
the subject project with a plan date of 8-18-21 and we have the following comments.
General
1. Development Fees – The following development fees are to be collected prior to
recording of any approved 2021 final plat application: Park Dedication of 61 lots at
$3,750 per lot, Trunk Water ($3,840/net acre), Trunk Sanitary Sewer ($4,700/net acre),
Trunk Storm Sewer ($4,160/net acre), and a 6% administrative fee and 8% construction
observation fee based on the total estimated construction costs (which include
landscaping, streets, public trails, and public utilities).
2. The City Council will need to weigh the modifications (lot size and setbacks) requested
verses the amount of PUD Benefits proposed above standard development requirements.
PUD benefits the City Staff believe are being proposed include:
· Dedication of land and trail construction of trail leading to Summit Ridge Park (in
addition to standard Park Fee payment)
· Additional tree plantings in landscape plan – 80 additional trees over required 252
trees
3. Warranty Deeds – Submit draft warranty deeds for any future public ownership Outlots
with Final Plat application.
Preliminary Plat/Site Plan
4. PUD Zoning Modifications – In addition to other proposed public improvement
modifications, the developer requests modifications to the typical R-1 zoning
requirements in the following areas:
a. Lot size – Min. proposed – 6,065 sq. ft.
Min. required (R-1) – 12,000 sq. ft.
b. Lot width - Min. proposed – 36 lots at 55 feet, 25 lots at 70 feet
Min. required – 86 ft.
c. Setbacks – Min. proposed – 7.5 ft side yards
Min. required 10 ft. side yard
Date: August 30, 2021
To: Bill Stoddard, Stoddard Companies
From: Jeff Matzke, Planner
Subject: Villas at Crest Woods Rezone, Preliminary Plat, and PUD
City Project #DEV21-000008
5. Setback Exceptions - Are any decks, eves, cantilevers, or window well pits proposed
within the 10-foot side setbacks, 25-foot front setbacks, or 25-foot rear setbacks? If so,
they need to be identified as a note on the preliminary plat plan.
Grading Plan
6. Retaining walls – Any walls exceeding 4 feet in height will require a building permit
application.
Tree Preservation/Landscape Plan
7. Tree placement – On landscape plan/details plan, indicate note that placement of all trees
shall be a minimum of 5 feet from front property lines within front yards.
8. Tree replacement – The plans identify a total of 139 caliper inches of tree replacement.
Landscape plan indicates 332 trees at 2.5 inches per tree on the landscape plan which will
more than satisfy the tree replacement requirement. A minimum of 2 front yard trees and
4 corner trees are required per lot and are indicated on the proposed landscape plan.
9. Final tree locations – Tree locations may be subject to change depending on field
construction of public/private utilities and maintenance access locations for ponding and
utilities.