HomeMy WebLinkAbout11-12-2024 Council Meeting Agenda Packet
CITY COUNCIL AGENDA
Updated 11/12/24
Tuesday, November 12, 2024
Broadcast on Cable TV Channel 16
and northmetrotv.com/lino-lakes-stream
City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz
City Administrator: Sarah Cotton
CITY COUNCIL WORK SESSION, 6:00 P.M.
Community Room | Not televised
No Public Comment Allowed at Work Sessions per the Rules of Decorum
1. Call to Order and Roll Call
2. Setting the Agenda: Addition or Deletion of Agenda Items
3. Review Regular Agenda
4. Adjournment
CITY COUNCIL MEETING, 6:30 P.M.
Council Chambers | Televised
Call to Order and Roll Call
Pledge of Allegiance
Public Comment (Sign-in prior to start of meeting per Rules of Decorum)
Setting the Agenda: Addition or Deletion of Agenda Items
1. CONSENT AGENDA
A. Consider Approval of Expenditures for November 12, 2024 (Check No. 121677
through 121739) in the Amount of $1,671,219.47
B. Consider Resolution No. 24-150, Authorizing the Issuance of a Solicitor License to
ACE Solid Waste
C. Consider Resolution No. 24-145, Approving Payment No. 2 and Final, 2023 Trunk
Watermain Lake Drive Project, Diane Hankee
D. Consider Resolution No. 24-148, Authorizing Certification of Delinquent Utility
Charges
Council Agenda -2-
2. FINANCE DEPARTMENT REPORT
A. 2025 Fee Schedule, Hannah Lynch
i. Consider 2nd Reading of Ordinance No. 16-24, Repeal and Replace of Chapter
218 (Fee Schedule)
*Council may vote to dispense with the full reading of the ordinance
*A Roll Call Vote is required for adoption of ordinance
ii. Consider Resolution No. 24-147, Approving Summary Publication of
Ordinance No. 16-24
3. ADMINISTRATION DEPARTMENT REPORT
A. Consider Appointment of Interim City Administrator and Approval of Employment
Agreement, Meg Sawyer
B. Consider Appointment of Paid On-Call Firefighter, Meg Sawyer
C. Consider Promotion of Paid On-Call Fire Lieutenant, Meg Sawyer
4. PUBLIC SAFETY DEPARTMENT REPORT
A. Consider Acceptance of Donated Fitness Equipment, John Swenson
5. PUBLIC SERVICES DEPARTMENT REPORT
A. Consider Resolution No. 24-149, Authorizing Request for Proposals for Architectural
and Engineering Services for Lino Lakes Public Works Facilities
6. COMMUNITY DEVELOPMENT REPORT
A. Lino Retail 2.0, Katie Larsen
i. Consider 1st Reading of Ordinance No. 17-24, Zoning Ordinance Map
Amendment-Rezoning Certain Property from NB, Neighborhood Business to
GB, General Business
*Council may vote to dispense with the full reading of the ordinance
ii. Consider Resolution No. 24-142 Approving Preliminary Plat
iii. Consider Resolution No. 24-143 Approving Conditional Use Permit for
Automobile Repair-Minor
B. Vacating a Portion of 77th Street Lying Between Marilyn Drive and Lake Drive, Diane
Hankee
i. Public Hearing
ii. Consider 1st Reading of Ordinance No. 14-24
*Council may vote to dispense with the full reading of the ordinance
C. Vacating Drainage & Utility Easement, 1057 Black Duck Court, Lot 14, Block 2, Black
Duck Estates, Diane Hankee
i. Public Hearing
ii. Consider 1st Reading of Ordinance No. 15-24
Council Agenda -3-
*Council may vote to dispense with the full reading of the ordinance
D. Consider Resolution No. 24-144, Adopting Assessments, 2024 Individual Properties,
Diane Hankee
E. Consider Resolution No. 24-146, Approving Professional Services Agreement with
WSB for Preparation of Test Well 7B Design and Analysis, Michael Grochala
7. UNFINISHED BUSINESS
8. NEW BUSINESS
9. NOTICES AND COMMUNICATIONS
A. Community Calendar: A Look Ahead November 13, 2024 – November 25, 2024
i. November 13, 2024, 6:30 PM: Planning & Zoning Board Meeting
ii. November 21, 2024, 6:00 PM: Joint City Council and Advisory Committee Work
Session at City Hall
iii. November 25, 2024, 6:00 PM Council Work Session | 6:30 PM Regular Meeting
ADJOURNMENT
+
Expenditures
November 12, 2024
Check #121677 to #121739
$1,671,219.47
Electronic Funds Transfer
MN Statute 471.38 Subd. 3
Council Meeting November 12, 2024 Transfer In/(Out)
10/28/2024 Transfer from FRB Money Market 500,000.00
10/31/2024 MN Dept of Commerce (265.06)
11/1/2024 Council Payroll #11 (3,706.98)
11/1/2024 Council Payroll #11 Federal Deposit (209.14)
11/1/2024 Council Payroll #11 PERA (410.72)
11/1/2024 Council Payroll #11 State (45.27)
11/5/2024 H.S.A. Employer Contribution (6,124.85)
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 1B
STAFF ORIGINATOR: Roberta Colotti, CMC, City Clerk
MEETING DATE: November 12, 2024
TOPIC: Consider Resolution No. 24-150, Authorizing the Issuance of a
Solicitor License to Ace Solid Waste
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
The Council is being asked to Consider Resolution No. 24-150, authorizing the issuance of a
Solicitor License to Ace Solid Waste.
BACKGROUND
Ace Solid Waste, located at 6601 McKinley St NW, Ramsey, Minnesota has submitted a
solicitor’s license application to the City Clerk’s office. This is a renewal of a license that was
issued in May of this year and expires on November 14, 2024.
The company representative proposed to conduct solicitation in Lino Lakes is Gary Jenson. Mr.
Jenson plans to travel through Lino Lakes neighborhoods, going door-to-door to offer
residential garbage service.
The City has received all the necessary forms required to issue a Solicitor License. The Lino
Lakes Public Safety Department has performed the background check within the last six months
and indicated no reason to deny the application. We have not received any complaints about
their sales techniques or salesperson.
The application, along with all supporting documentation, is on file in the City Clerk’s office for
review.
RECOMMENDATION
Consider Resolution No. 24-150, authorizing the issuance of a Solicitor License to Ace Solid
Waste for a period of six (6) months, commencing November 12, 2024.
ATTACHMENTS
Resolution No. 24-150
CITY OF LINO LAKES
RESOLUTION NO. 24-150
AUTHORIZING THE ISSUANCE OF A SOLICITOR LICENSE TO ACE SOLID WASTE
WHEREAS, Ace Solid Waste, located in Ramsey, Minnesota, has applied for the renewal
of a solicitor license to allow Gary Jenson to solicit within the City of Lino Lakes; and,
WHEREAS, Ace Solid Waste has complied with all provisions of Chapter 613 of the Lino
Lakes City Code for obtaining the necessary license and has not been the subject of any
complaints in the last six month; and,
NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes, Minnesota hereby
approves the request of Ace Solid Waste to solicit throughout Lino Lakes for a period of six (6)
months, effective November 12, 2024 through May 12, 2024.
Adopted by the City Council of the City of Lino Lakes this 12th day of November 2024.
___________________________
Rob Rafferty, Mayor
ATTEST:
___________________________
Roberta Colotti, CMC
City Clerk
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 1C
STAFF ORIGINATOR: Diane Hankee, PE, City Engineer
MEETING DATE: November 12, 2024
TOPIC: Consider Resolution No. 24-145, Approving Payment No. 2 and
Final, 2023 Trunk Watermain Lake Drive Project
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
Staff is requesting council consideration to finalize the 2023 Trunk Watermain Lake Drive
Project.
BACKGROUND
On August 14, 2023, the City Council passed resolution 23-79, awarding the contract for the
2023 Trunk Watermain Lake Drive Project in the amount of $315,650.01 to Geislinger & Sons.
Construction of the project began in fall of 2023 and the project is now complete including
restoration and is recommended for final payment.
The final contract amount is $298,788.01 for the 2023 Trunk Watermain Lake Drive Project.
Funding for the project is from the Trunk Water Fund.
RECOMMENDATION
Approve Resolution No. 24-145, Approving Payment No. 2 and Final, 2023 Trunk Watermain
Lake Drive Project in the amount of $11,511.78 to Geislinger & Sons, Inc.
ATTACHMENTS
1. Resolution 24-145
2. Pay Request No. 2 & Final – 2023 Trunk Watermain Lake Drive Project
CITY OF LINO LAKES
RESOLUTION NO. 24-145
APPROVING PAYMENT NO. 2 AND FINAL FOR THE 2023 TRUNK WATERMAIN
LAKE DRIVE PROJECT
WHEREAS, on August 14, 2023, the City Council passed resolution 23-79, awarding the contract
for the 2023 Trunk Watermain Lake Drive Project in the amount of $315,650.01 to Geislinger &
Sons;
WHEREAS, a complete summary of costs are detailed in Payment No. 2 (Final) where the final
amount of the 2023 Trunk Watermain Lake Drive Project was $298,788.01;
NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes that Payment Request No.
2 (Final) is approved for a final payment amount of $11,511.78 for the 2023 Trunk Watermain
Lake Drive Project.
Adopted by the Council of the City of Lino Lakes this 12th day of November, 2024.
_______________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Roberta Colotti, City Clerk
August 23, 2024
1
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 1D
STAFF ORIGINATOR: Hannah Lynch, Finance Director
MEETING DATE: November 12, 2024
TOPIC: Consider Resolution No. 24-148, Authorizing Certification of
Delinquent Utility Charges
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
The City Council is being asked to authorize the certification of delinquent utility charges to
Anoka County for collection with taxes payable 2025.
BACKGROUND
Certification of delinquent utility charges is an annual process. Delinquent charges includes
water, sewer, and storm water utility fees. Effected property owners received mailed notice of
this proceeding and have been allowed time to pay the delinquent charges.
RECOMMENDATION
Staff recommends approval of Resolution No. 24-148, Authorizing Certification of Delinquent
Utility Charges.
ATTACHMENTS
1. Resolution No. 24-148
2. Listing of Delinquent Utility Accounts
CITY OF LINO LAKES
RESOLUTION NO. 24-148
AUTHORIZING CERTIFICATION OF DELINQUENT UTILITY CHARGES
WHEREAS, pursuant to City Code section 401.30, Section 402.14, Sub. 6 and Section
404.10, a listing of properties having delinquent water, sewer, and storm water charges has
been prepared to be certified to the Anoka County Auditor for collection with taxes payable in
2025; and
WHEREAS, notice of such certification was mailed to effected property owners; and
WHEREAS, the City Council has met to consider the certification of such delinquent utility
charges.
NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota the
authorization of the certification of delinquent utility charges as indicated on the attached listing
to the Anoka County Auditor to be collected with taxes payable in 2025 at an interest rate of
5.00% per annum.
Adopted by the City Council of the City of Lino Lakes this 12th day of November, 2024.
___________________________
Rob Rafferty, Mayor
ATTEST:
___________________________
Roberta Colotti, CMC, City Clerk
11/8/2024
CITY OF LINO LAKES
2024 CERTIFICATION LIST
***Certification fee and interest to be added
***
Account Customer Name PIN Property Address Mailing Address Mailing City, State, Zip Total
009135-000 KIM ENGLAND 31-31-22-34-0005 155 ASH ST 155 ASH ST LINO LAKES, MN 55126-1130 456.57
009137-000 JANET M DARROW 31-31-22-34-0006 175 ASH ST 175 ASH ST LINO LAKES, MN 55126-1130 1,556.96
009394-000 GREGORY J THOMPSON & LAURIE A MEANS 30-31-22-44-0126 6478 LAKOTA TRL 6478 LAKOTA TRL LINO LAKES, MN 55014-7006 606.08
009416-000 LARA VERRECCHIO 31-31-22-13-0037 250 LINDA AVE 250 LINDA AVE LINO LAKES, MN 55014-1423 1,665.77
009530-000 JAMES P & BETH M MAROLT 31-31-22-14-0027 348 LINDA LN 348 LINDA LN LINO LAKES, MN 55014-6402 947.27
009608-000 MARY F COOPER 30-31-22-44-0139 365 OJIBWAY PATH 365 OJIBWAY PATH LINO LAKES, MN 55014-7007 249.51
009825-000 WILLIAM H II & ANGELA K RICE 30-31-22-41-0031 350 SIOUX CT 350 SIOUX CT LINO LAKES, MN 55014-2429 198.71
009857-000 PATRICIA JOAN KNUTSON 30-31-22-41-0023 6581 SIOUX LN 6581 SIOUX LN LINO LAKES, MN 55014-2401 117.71
009997-000 PAUL J & ABIGAIL L DONOHOO 31-31-22-24-0007 171 WHITE PINE RD 171 WHITE PINE RD LINO LAKES, MN 55014-5451 144.00
010001-000 ROBERT R & C A ANDERSON 31-31-22-31-0053 182 WHITE PINE RD 182 WHITE PINE RD LINO LAKES, MN 55014-5449 937.42
010057-000 JAY WILLIAM & JANE ELLEN BARNETT TRUSTEE 31-31-22-31-0049 128 WOODRIDGE LN 128 WOODRIDGE LN LINO LAKES, MN 55014-5437 1,043.28
010216-000 NATHANIEL & WEISS A G TRUSTY 29-31-22-34-0058 570 ARROWHEAD CT 570 ARROWHEAD CT LINO LAKES, MN 55014-1487 478.52
010248-000 JASON ALAN & AMI FURCHNER 29-31-22-33-0069 466 ARROWHEAD DR 466 ARROWHEAD DR LINO LAKES, MN 55014-1402 417.60
010281-000 MICHAEL J WELSH 29-31-22-34-0070 548 ARROWHEAD DR 548 ARROWHEAD DR LINO LAKES, MN 55014-1451 476.80
010293-000 AMANDA L NYGAARD 29-31-22-34-0061 564 ARROWHEAD CT 564 ARROWHEAD CT LINO LAKES, MN 55014-1487 217.01
010683-000 JOSHUA LOWEY & BARBARA BLISS 28-31-22-32-0038 6543 DEERWOOD LN 6543 DEERWOOD LN LINO LAKES, MN 55014-5486 636.70
010734-000 ALLURE INVESTMENTS LLC 29-31-22-44-0020 6450 FAWN LN 11670 FOUNTAINS DR STE 200 MAPLE GROVE, MN 55369 814.74
010980-000 MICHAEL J & JENNIFER A RESCH 32-31-22-21-0014 585 HAWTHORN RD 585 HAWTHORN RD LINO LAKES, MN 55014-1972 859.00
011031-000 BUILDING BLOCK HOLDINGS LLC 29-31-22-33-0019 6498 HOKAH DR C/O VIRTUS LAW PLLC 7040 LAKELAND AVE STE 100 MINNEAPOLIS, MN 55428 91.03
011070-000 BRUCE H MILLER 29-31-22-32-0029 6598 HOKAH DR 6598 HOKAH DR LINO LAKES, MN 55014-1343 478.52
011235-000 CURTIS A & MARY KAY SELL 32-31-22-21-0062 564 LONESOME PINE TRL 564 LONESOME PINE TRL LINO LAKES, MN 55014-5479 100.29
011315-000 JARED M & JAMIE L SAMPSON 33-31-22-22-0045 6295 RED FOX RD 6295 RED FOX RD LINO LAKES, MN 55014-1669 609.15
011431-000 JASON T & PAULA B GREVE 29-31-22-34-0019 6469 TOMAHAWK CT 6469 TOMAHAWK CT LINO LAKES, MN 55014-1460 191.16
011451-000 CHONGTOUA X & BAO H YANG 29-31-22-33-0057 6466 WARE RD 6466 WARE RD LINO LAKES, MN 55014-1443 442.52
011463-000 THOMAS R COPISKEY II 29-31-22-34-0082 6492 TOMAHAWK TRL 6492 TOMAHAWK TRL LINO LAKES, MN 55014-1457 241.26
011481-000 WENDY LYNN MORRISETTE 29-31-22-33-0006 6474 TOTEM TRL 6474 TOTEM TRL LINO LAKES, MN 55014-1410 475.55
011509-000 KATHERINE E HAEGELE 32-31-22-22-0007 6352 WARE RD 6352 WARE RD LINO LAKES, MN 55014-1416 478.52
011529-000 JEREMIAH D & HANNELORE DAME 29-31-22-33-0053 6498 WARE RD 6498 WARE RD LINO LAKES, MN 55014-1443 524.94
011606-000 DAWN MARIE PAGEL 29-31-22-43-0021 6456 W SHADOW LAKE DR 6456 W SHADOW LAKE DR LINO LAKES, MN 55014-1984 423.99
016037-000 NATHAN R KOCH 29-31-22-34-0063 502 ARROWHEAD DR 502 ARROWHEAD DR LINO LAKES, MN 55014-1451 191.16
017943-001 JESSE PARKER & ALEXIS ANN WOLFE 31-31-22-31-0052 196 WHITE PINE RD 196 WHITE PINE RD LINO LAKES, MN 55014-5449 417.40
017958-000 BRIAN & SHEREE DANIELSKI 30-31-22-24-0077 6636 PELICAN PL 6636 PELICAN PL LINO LAKES, MN 55014-3336 138.75
018128-000 RICK MUELLER & SHARON GOEMAN 29-31-22-44-0059 742 BEAVER TRL 742 BEAVER TRL LINO LAKES, MN 55014-5453 452.67
018399-000 RYAN DOOLEY 31-31-22-14-0003 6289 WARE RD 6289 WARE RD LINO LAKES, MN 55014-1417 478.52
018870-000 JOSEPH R & LORA M LOFGREN 32-31-22-11-0013 6404 DEERWOOD LN 6404 DEERWOOD LN LINO LAKES, MN 55014-5427 143.56
019188-000 ROBYN CARLEY 30-31-22-44-0102 6423 LAKOTA TRL 6423 LAKOTA TRL LINO LAKES, MN 55014-7006 65.25
019281-000 JACQUELINE NOWAKOWSKI & KAROL NOWAKOWSKI JR 29-31-22-32-0065 6546 ENID TRL 6546 ENID TRL LINO LAKES, MN 55014-2215 490.60
019402-000 JOHN & JENNIFER PARENTEAU 29-31-22-33-0071 450 ARROWHEAD DR 450 ARROWHEAD DR LINO LAKES, MN 55014-1402 91.03
020026-000 LAURIE WICK 29-31-22-43-0028 641 PRAIRIE FLOWER RD 641 PRAIRIE FLOWER RD LINO LAKES, MN 55014-1958 126.95
020028-000 JAMES FREPPERT & ELIZABETH GOWAN 30-31-22-44-0129 353 OJIBWAY PATH 353 OJIBWAY PATH LINO LAKES, MN 55014-7007 422.53
020138-000 CHRISTOPHER L & NICOLE M WANNA 29-31-22-43-0015 655 HICKORY PL 655 HICKORY PL LINO LAKES, MN 55014-1955 200.14
020246-000 JOCELYN BRUNS 30-31-22-44-0148 389 OJIBWAY PATH 389 OJIBWAY PATH LINO LAKES, MN 55014-7007 361.29
020266-000 CYNTHIA LOUISE CARPENTER 29-31-22-33-0056 6474 WARE RD 6474 WARE RD LINO LAKES, MN 55014-1443 478.52
020268-000 SHANA A SLETTEDAHL 29-31-22-23-0007 6665 HOKAH DR 6665 HOKAH DR LINO LAKES, MN 55014-1340 91.03
020569-000 TIMOTHY HUGHES 30-31-22-24-0023 6669 BLUE HERON DR 6669 BLUE HERON DR LINO LAKES, MN 55014-3303 753.95
020896-000 JASON BARKER 30-31-22-44-0118 6462 LAKOTA TRL 6462 LAKOTA TRL LINO LAKES, MN 55014-7006 220.31
020956-000 JENNIFER YAMADA & SUSAN S YAMADA-HORGREN 21-31-22-23-0009 7033 W SHADOW LK DR 7033 W SHADOW LK DR LINO LAKES, MN 55014-1930 643.52
021155-000 JOHN & PENNY LARSEN MUNSON 31-31-22-32-0002 111 WHITE PINE RD 111 WHITE PINE RD LINO LAKES, MN 55014-5451 71.59
022636-000 BYJAC ART INC 31-31-22-11-0020 6352 HODGSON RD 6352 HODGSON RD LINO LAKES, MN 55014 125.97
023097-000 TRUNG NGUYEN 31-31-22-31-0054 174 WHITE PINE RD 207 LANA CT FERGUS FALLS, MN 56537 512.22
023277-000 BEE MOUA & THAO VANG 32-31-22-21-0043 539 LINDEN LN 539 LINDEN LN LINO LAKES, MN 55014-5477 594.85
023344-000 TENG ZHANG & LEE VANG 30-31-22-44-0151 395 OJIBWAY PATH 395 OJIBWAY PATH LINO LAKES, MN 55014-7007 441.51
023572-000 DANIEL B & AMANDA ANN WALLACE 32-31-22-11-0044 6362 DEERWOOD LN 6362 DEERWOOD LN LINO LAKES, MN 55014-5466 1,116.99
023694-000 TARA BURMASTER & CASEY FUSSY 30-31-22-13-0011 201 EGRET LN 201 EGRET LN LINO LAKES, MN 55014-3340 883.94
023797-000 CLEO LEGACY TRUST C/O MONICA L KING 30-31-22-44-0053 379 ARROWHEAD DR 15334 FREEDOM DR NE HUGO, MN 55038 303.52
023979-000 TIMOTHY J II & MICHELLE I KELLY 32-31-22-11-0041 6340 DEERWOOD LN 6340 DEERWOOD LN LINO LAKES, MN 55014-5486 172.91
024711-000 DYLAN CHAMPION & CAITLIN COYER 33-31-22-22-0046 6299 RED FOX RD 6299 RED FOX RD LINO LAKES, MN 55014-1669 82.97
005234-000 BETSY LYNN NOVAK 18-31-22-34-0008 7287 LEA CT 7287 LEA CT LINO LAKES, MN 55014-1179 129.26
005302-000 DANIEL J DEYO 09-31-22-22-0047 820 KELLY ST 820 KELLY ST LINO LAKES, MN 55014-2478 1,069.38
005319-000 JOSEPH C & MANDY M DELMEDICO 09-31-22-22-0043 871 KELLY ST 871 KELLY ST LINO LAKES, MN 55014-2478 1,247.75
005388-000 JAMES FRANDSEN 18-31-22-33-0014 7257 MEADOW CT 7257 MEADOW CT LINO LAKES, MN 55014-1168 585.99
005508-000 GERSON ANDRIAMAMONJY 08-31-22-14-0064 7867 NANCY CT 7867 NANCY CT LINO LAKES, MN 55014-1187 108.47
005571-000 NIKKI SHAPIRO KALVIN 07-31-22-31-0011 152 PALOMINO LN 152 PALOMINO LN LINO LAKES, MN 55014-2913 847.41
005580-000 JENNIFER ANN BRINKWORTH 07-31-22-42-0036 227 PALOMINO LN 227 PALOMINO LN LINO LAKES, MN 55014-2906 706.94
005595-000 JOHN R & KELLI A HOFMANN 07-31-22-43-0005 7612 PALOMINO LN 7612 PALOMINO LN LINO LAKES, MN 55014-2905 851.00
005690-000 STEPHEN P & ANN C ROMAN 07-31-22-43-0046 7681 PALOMINO LN 7681 PALOMINO LN LINO LAKES, MN 55014-2905 538.66
005920-000 JAMES D & MICHELLE D DEHLER 07-31-22-43-0088 246 TECKLA CT 246 TECKLA CT LINO LAKES, MN 55014-2903 212.29
006010-000 LARA CONLEY & BRIAN RINGLER 08-31-22-12-0037 7939 HIGHLAND DR 7939 HIGHLAND DR LINO LAKES, MN 55014-2453 553.02
006059-000 LUKE D GRABAU 08-31-22-12-0028 617 HIGHLAND LN 617 HIGHLAND LN LINO LAKES, MN 55014-2466 217.93
006199-000 ROGER D & LEEA K HARRIS 08-31-22-21-0076 533 ARLO LN 533 ARLO LN LINO LAKES, MN 55014-5509 566.84
006208-000 JOHN D & LESLIE M BETTCHER 08-31-22-21-0072 557 ARLO LN 557 ARLO LN LINO LAKES, MN 55014-5509 133.05
006209-000 JAMES P JR & JENNIFER J MEYER 08-31-22-21-0071 563 ARLO LN 563 ARLO LN LINO LAKES, MN 55014-5509 348.39
006357-000 MICHAEL D CLOUTIER 08-31-22-24-0038 595 LOIS LN 595 LOIS LN LINO LAKES, MN 55014-1069 493.14
006456-000 LAWRENCE & TRISHA GREENFIELD 08-31-22-13-0062 7851 MARILYN DR 7851 MARILYN DR LINO LAKES, MN 55014-5507 836.99
006591-000 DANIEL T ALTMAN 08-31-22-13-0131 7885 OAK CT 7885 OAK CT LINO LAKES, MN 55014-5504 527.31
006635-000 SUSAN SMITH 08-31-22-13-0157 694 OAK LN 694 OAK LN LINO LAKES, MN 55014-5503 230.34
006665-000 JERRY R LASHOMB 18-31-22-34-0030 7263 SAVANNA CT 4480 CHURCHILL ST SHOREVIEW, MN 55126 528.12
006678-000 PATRICK M DAVERN 18-31-22-34-0034 7271 SAVANNA CT 7271 SAVANNA CT LINO LAKES, MN 55014-1198 303.09
006737-000 DAVID A & JOAN M YANTOS 18-31-22-32-0011 7262 SUNSET AVE 7262 SUNSET AVE LINO LAKES, MN 55014-1002 732.97
006839-000 BRYNN & MATTHEW F PARISEAU 07-31-22-32-0039 7730 MUSTANG LN 7730 MUSTANG LN LINO LAKES, MN 55014-9403 177.97
006841-000 CHRISTINE LYNN STIFTER 07-31-22-32-0040 7736 MUSTANG LN 7736 MUSTANG LN LINO LAKES, MN 55014-9403 324.67
007014-000 DORYNE UHDE & SIMON CLERGET 07-31-22-32-0060 7762 PINTO LN 760 HAWTHORNE AVE E ST PAUL, MN 55106 894.09
007037-000 JAMES JOSEPH HOFFOSS 07-31-22-24-0100 150 SHETLAND LN 150 SHETLAND LINO LAKES, MN 55014-5516 1,067.23
007040-000 NANCY A & WILLIAM L STEPHAN 07-31-22-24-0098 153 SHETLAND LN 7000 EAGLE TRL CENTERVILLE, MN 55038 299.05
007079-000 GINA LYNN KAUR & JITENDRAPAL S KUNDAN 07-31-22-24-0106 174 SHETLAND LN 174 SHETLAND LN LINO LAKES, MN 55014-5516 429.11
007200-000 JEREMY T & JESTINA RAINER 08-31-22-11-0008 790 MAIN ST 790 MAIN ST LINO LAKES, MN 55014-2150 648.99
007281-000 MARGARET A & JOHN R RAPHEAL 19-31-22-12-0047 7148 2ND AVE 5275 W BALD EAGLE BLVD ST PAUL, MN 55110-6531 594.57
007325-000 LEVENT & BARBARA J KURTOGLU 19-31-22-24-0109 7018 CARIBOU CIR 1806 ELEANOR AVE ST PAUL, MN 5516-1440 1,284.05
007416-000 NOAH J WENDORF 19-31-22-31-0044 6908 GLENVIEW LN 6908 GLENVIEW LN LINO LAKES, MN 55014-1297 144.60
007420-000 SEAN MURPHY & JANELLE KRUMM 19-31-22-31-0016 6909 GLENVIEW LN 6909 GLENVIEW LN LINO LAKES, MN 55014-1296 614.84
007475-000 DAVID E & KATRINA E DICKSON 19-31-22-11-0034 7135 GRAY HERON DR 7135 GRAY HERON DR LINO LAKES, MN 55014-1949 580.06
007496-000 GINA M RADECK 19-31-22-11-0013 7158 GRAY HERON DR 7158 GRAY HERON DR LINO LAKES, MN 55014-1946 83.36
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023342-000 MARQUIS V & LOIS E ARTERBERRY 13-31-22-32-0077 2037 FOREST LN 2037 FOREST LN LINO LAKES, MN 55038-4734 325.80
023422-000 KENDRA DEFOE 13-31-22-34-0106 7243 DORA DR 7243 DORA DR LINO LAKES, MN 55038-4691 564.65
023430-000 CHENG & KATHRYN XIONG 13-31-22-34-0108 7247 DORA DR 7247 DORA DR LINO LAKES, MN 55038-4691 669.59
023435-000 SCOTT & LAUREN RETHWILL 28-31-22-24-0100 6633 WHITE BIRCH CT 6633 WHITE BIRCH CT LINO LAKES, MN 55014-1355 115.41
023539-000 DEBORAH JEAN ACKERMAN 13-31-22-34-0188 7238 FALL DR 601 CLIFF LANE MALVERN, PA 19355 335.43
023655-000 RANDINA HEMQUIST 13-31-22-34-0171 2156 ADA DR 2156 ADA DR LINO LAKES, MN 55038-4683 617.62
023670-000 DIEN & XENG YANG 28-31-22-14-0014 6607 WILD TURKEY TRL 6607 WILD TURKEY TRL LINO LAKES, MN 55014-5483 343.21
023747-000 MATTHEW FAULKEN 28-31-22-34-0024 922 PHEASANT RUN S 922 PHEASANT RUN S LINO LAKES, MN 55014-5525 277.34
023850-000 ROBIN LYNN & NATHAN PAUL FRIEND 26-31-22-14-0097 1954 WILLIAM LN 1954 WILLIAM LN LINO LAKES, MN 55038-5512 442.41
023951-000 VIVIANA & JUAN M CORZO 13-31-22-34-0159 2168 ISLAND CT 2168 ISLAND CT LINO LAKES, MN 55038-6501 646.72
024141-000 SILVIA ROSS 13-31-22-34-0154 2169 ISLAND CT 2169 ISLAND CT LINO LAKES, MN 55038-6501 556.05
024620-000 ALEXANDER & HEATHER BURESH 13-31-22-23-0041 2060 WATERMARK WAY 2060 WATERMARK WAY LINO LAKES, MN 55038-5520 118.51
024716-000 ZAHIR ELLOLO 13-31-22-34-0085 2107 ADA DR 2107 ADA DR LINO LAKES, MN 55038-4683 196.79
024718-000 WILLIAM SARTWELL 13-31-22-33-0006 7296 CRANE DR 7296 CRANE DR LINO LAKES, MN 55038-4701 147.68
021315-000 DANIEL J ROBINSON 01-31-22-23-0002 8232 20TH AVE 8232 20TH AVE LINO LAKES, MN 55038 52.80
021317-000 PAO CHANG 01-31-22-24-0002 8218 20TH AVE 8218 20TH AVE LINO LAKES, MN 55038 52.80
021322-000 KENNETH T & SHARON RUTFORD 01-31-22-33-0002 8048 20TH AVE 8048 20TH AVE LINO LAKES, MN 55038 52.80
021324-000 NENG YANG 01-31-22-43-0001 2295 80TH ST 2295 80TH ST LINO LAKES, MN 55038 52.80
021330-000 PAUL & ANNA DARDIS 02-31-22-32-0003 8134 E RONDEAU LAKE RD 8134 RONDEAU LAKE RD E LINO LAKES, MN 55038 52.80
021333-000 MARK T & STACY L URBAN 02-31-22-33-0006 1624 E 81ST ST 1624 81ST ST E LINO LAKES, MN 55038 52.80
021334-000 KIMBERLY BERIOU 02-31-22-44-0001 8097 20TH AVE 8097 20TH AVE LINO LAKES, MN 55038 58.61
021351-000 SANDY KUCHENMEISTER & MICHELLE VINING 03-31-22-32-0007 8170 W RONDEAU LAKE RD 8170 RONDEAU LAKE RD W LINO LAKES, MN 55025 52.80
021353-000 MASON & JOSHUA WAKEM 03-31-22-32-0009 1243 W 81ST ST 1243 81ST ST W LINO LAKES, MN 55025 52.80
021354-000 BRIAN J & KRISTINE MAIDL 03-31-22-32-0011 8194 W RONDEAU LAKE RD 8194 RONDEAU LAKE RD W LINO LAKES, MN 55025 52.80
021359-000 KIM MARIE LESSARD 03-31-22-33-0006 8082 W RONDEAU LAKE RD 8082 RONDEAU LAKE RD W LINO LAKES, MN 55025 52.80
021364-000 TODD D ANDERSON & ANNA MAE CASTLE 03-31-22-33-0011 8050 W RONDEAU LAKE RD 8050 RONDEAU LAKE RD W LINO LAKES, MN 55025 52.80
021365-000 DEANNA L REHBEIN 03-31-22-33-0012 8042 W RONDEAU LAKE RD 8042 RONDEAU LAKE RD W LINO LAKES, MN 55025 52.80
021373-000 BENG XIONG 03-31-22-44-0003 8018 E RONDEAU LAKE RD 8018 RONDEAU LAKE RD E LINO LAKES, MN 55038 52.80
021383-000 JOSEPH L ROSIER & LOIS M TUCKE 04-31-22-13-0012 1030 EVERGREEN TRL 1030 EVERGREEN TRL LINO LAKES, MN 55014 52.80
021404-000 TIMOTHY T ELMQUIST 04-31-22-21-0022 908 ORANGE ST 908 ORANGE ST LINO LAKES, MN 55014 52.80
021406-000 DAVID S WINTER 04-31-22-21-0027 8361 LAKE DR 8361 LAKE DR LINO LAKES, MN 55014 52.80
021418-000 TODD J & MELODEE F ARMSTRONG 04-31-22-22-0021 874 OLIVE ST 874 OLIVE ST LINO LAKES, MN 55014 52.80
021419-000 ASHLEY CHRISTINE & MATTHEW JAMES WINDISCH 04-31-22-22-0022 868 OLIVE ST 868 OLIVE ST LINO LAKES, MN 55014 52.80
021421-000 TIANNA A KELLEY & JARROD J BAADSGAARD 04-31-22-22-0024 860 OLIVE ST 860 OLIVE ST LINO LAKES, MN 55014 52.80
021425-000 CHRISTOPHER SCOTT & BEVERLY JEAN RUSS 04-31-22-22-0032 842 OLIVE ST 842 OLIVE ST LINO LAKES, MN 55014 52.80
021432-000 ANDREW & KIMBERLY MICAELUM 04-31-22-22-0039 806 OLIVE ST 806 OLIVE ST LINO LAKES, MN 55014 52.80
021433-000 TREVOR D & TANYA A GOLDBLOOM 04-31-22-22-0040 802 OLIVE ST 802 OLIVE ST LINO LAKES, MN 55014 52.80
021434-000 JOSHUA LEE MCMILLIN & LACIE MARIE MICEK MCMILLIN 04-31-22-22-0041 803 ORANGE ST 803 ORANGE ST LINO LAKES, MN 55014 52.80
021435-000 NATHAN MARTIN BURGAU 04-31-22-22-0042 807 ORANGE ST 807 ORANGE ST LINO LAKES, MN 55014 52.80
021439-000 JERRY JAMAAL GJERDAHL 04-31-22-22-0048 843 ORANGE ST 843 ORANGE ST LINO LAKES, MN 55014 52.80
021447-000 STEVEN T WEINKE 04-31-22-22-0060 822 ORANGE ST 822 ORANGE ST LINO LAKES, MN 55014 52.80
021455-000 MICHAEL J & SARAH J HOLEWA 04-31-22-22-0068 862 PINE ST 862 PINE ST LINO LAKES, MN 55014 58.08
021461-000 ERIK S NELSON 04-31-22-22-0077 869 ORANGE ST 869 ORANGE ST LINO LAKES, MN 55014 52.80
021470-000 DOUGLAS JOSEPH MALSOM 04-31-22-23-0007 8210 DIANE ST 8210 DIANE ST LINO LAKES, MN 55014 52.80
021472-000 MITCH G FERGUSON 04-31-22-24-0001 8281 LAKE DR 8281 LAKE DR LINO LAKES, MN 55014 52.80
021492-000 DALE A MOORE 04-31-22-32-0002 8181 LAKE DR 8181 LAKE DR LINO LAKES, MN 55014 52.80
021501-000 SUSAN KRISTINE & NOMANDA LOUISE WIENKE 04-31-22-32-0011 8155 DIANE ST 8155 DIANE ST LINO LAKES, MN 55014 52.80
021507-000 KEEBKWM YANG 04-31-22-32-0017 8122 DIANE ST 8122 DIANE ST LINO LAKES, MN 55014 52.80
021513-000 DARREN LEE KOHLER 04-31-22-32-0023 8117 LAKE DR 8117 LAKE DR LINO LAKES, MN 55014 52.80
021519-000 STACY APMAN 04-31-22-33-0012 889 MAIN ST 889 MAIN ST LINO LAKES, MN 55014 52.80
021533-000 KAREN FREDERICKSON 04-31-22-33-0031 8102 DIANE ST 8102 DIANE ST LINO LAKES, MN 55014 52.80
021542-000 MICHAEL & CAROLYN BERNFELD 04-31-22-34-0007 8024 ELBE ST 8024 ELBE ST LINO LAKES, MN 55014 52.80
021543-000 JERRINE & JESSE G FREDRICKSON 04-31-22-34-0008 8028 ELBE ST 8028 ELBE ST LINO LAKES, MN 55014 52.80
021555-000 OBANG O AGWA 04-31-22-34-0020 8024 DANUBE ST 8024 DANUBE ST LINO LAKES, MN 55014 52.80
021583-000 TYLER JAMES LIVINGSTON 05-31-22-23-0014 470 ANDALL ST 470 ANDALL ST LINO LAKES, MN 55014 52.80
021591-000 BRYANT M & JODI LYNN JOHNSON 05-31-22-23-0022 8275 BLACKBIRD LN 8275 BLACKBIRD LN LINO LAKES, MN 55014 52.80
021595-000 MICHELLE KATHERINE MORSE-KROLL & RYAN JAMES GUTHMILLER 05-31-22-24-0004 535 ANDALL ST 535 ANDALL ST LINO LAKES, MN 55014 52.80
021600-000 WADE M & HEIDI M HALLSTROM 05-31-22-24-0009 615 ANDALL ST 615 ANDALL ST LINO LAKES, MN 55014 52.80
021602-000 JASON M & SHELLY L DONAHUE 05-31-22-24-0011 8204 WOODDUCK TRL 8204 WOODDUCK TRL LINO LAKES, MN 55014 52.80
021608-000 GARY M & NANCY J KETCHEL 05-31-22-24-0017 8224 WOODDUCK TRL 8224 WOODDUCK TRL LINO LAKES, MN 55014 52.80
021612-000 PHILLIP HALLSTROM 05-31-22-24-0021 620 ANDALL ST 620 ANDALL ST LINO LAKES, MN 55014 52.80
021625-000 MIA YER YANG 05-31-22-31-0005 8124 WOODDUCK TRL 8124 WOODDUCK TRL LINO LAKES, MN 55014 52.80
021641-000 JOE A BECKER & NADINE POIRIER 05-31-22-33-0007 8085 BLUEBILL LN 8085 BLUEBILL LN LINO LAKES, MN 55014 52.80
021650-000 CHAD D & TINA M BRUNER 05-31-22-34-0009 8056 BLUEBILL LN 8056 BLUEBILL LN LINO LAKES, MN 55014 52.80
021657-000 LAREINA LEA GROE 05-31-22-41-0002 801 MAIN ST 801 MAIN ST LINO LAKES, MN 55014 52.80
021660-000 JEFFREY S & RHONDA J GREEN 05-31-22-44-0005 787 MAIN ST 787 MAIN ST LINO LAKES, MN 55014 52.80
021672-000 CASANDRA J MCCRAE 06-31-22-11-0006 340 PINE ST 340 PINE ST LINO LAKES, MN 55014 52.80
021680-000 STEPHANIE FALKERS 06-31-22-21-0002 154 PINE ST 154 PINE ST LINO LAKES, MN 55014 52.80
021681-000 JOANN E FALKERS 06-31-22-21-0003 166 PINE ST 166 PINE ST LINO LAKES, MN 55014 52.80
021688-000 CLARK L & HEATHER L ROBINSON 06-31-22-32-0002 5 MAIN ST 5 MAIN ST LINO LAKES, MN 55014 52.80
021693-000 SIBET RENOVATIONS LLC 06-31-22-44-0009 8015 4TH AVE 21928 DURANT ST NE EAST BETHEL, MN 55011 52.80
021699-000 MOUA H VUE TRUSTEE 07-31-22-11-0003 350 MAIN ST 350 MAIN ST LINO LAKES, MN 55014 52.80
021740-000 JAMES H & BARBARA J KLEIN 07-31-22-41-0013 367 THOMAS ST 367 THOMAS ST LINO LAKES, MN 55014 52.80
021751-000 NATHAN FOX 07-31-22-44-0002 340 THOMAS ST 340 THOMAS ST LINO LAKES, MN 55014 52.80
021759-000 ERIC C GUSTAFSON 07-31-22-44-0020 339 LILAC ST 339 LILAC ST LINO LAKES, MN 55014 52.80
021779-000 THOMAS D & CLORISSA PETERSON 08-31-22-14-0015 765 OAK LN 765 OAK LN LINO LAKES, MN 55014 52.80
021791-000 TYLER & AMANDA MICHIENZI 08-31-22-22-0004 450 MAIN ST 450 MAIN ST LINO LAKES, MN 55014 52.80
021816-000 CHERYL M & JOHN L CZECH 08-31-22-23-0019 7839 NOTTINGHAM LN 7839 NOTTINGHAM LN LINO LAKES, MN 55014 52.80
021817-000 ANDREW MICHAEL PAGE 08-31-22-23-0020 7859 NOTTINGHAM LN 7859 NOTTINGHAM LN LINO LAKES, MN 55014 52.80
021857-000 RYAN W & HEATHER L PETERSON 08-31-22-31-0019 7769 MEADOW VIEW TRL 7769 MEADOW VIEW TRL LINO LAKES, MN 55014 52.80
021866-000 STEPHANIE J MOORE 08-31-22-32-0005 7779 LOIS LN 7779 LOIS LN LINO LAKES, MN 55014 52.80
021872-000 JENNIFER & STEPHEN SYLVESTER 08-31-22-32-0012 472 GREENWOOD LN 472 GREENWOOD LN LINO LAKES, MN 55014 58.08
021883-000 ROBERT R HOUSH 08-31-22-41-0001 7782 LAKE DR 7782 LAKE DR LINO LAKES, MN 55014 52.80
021888-000 MARC DRESSER & DANIELLE EGGE 08-31-22-41-0012 749 77TH ST 749 77TH ST LINO LAKES, MN 55014 52.80
021895-000 ROBERT E & DANA SEDERBERG 08-31-22-41-0019 762 OAK LN 762 OAK LN LINO LAKES, MN 55014 52.80
021905-000 PAT B & STEPHANIE G DEVANEY 08-31-22-41-0030 750 OAK LN 750 OAK LN LINO LAKES, MN 55014 52.80
021922-000 JOHN MATTHEW BUSAKOWSKI 08-31-22-42-0016 640 BARBARA LN 640 BARBARA LN LINO LAKES, MN 55014 52.80
021930-000 JAVA COMPANIES, LLC 08-31-22-43-0001 7691 LAKE DR 879 SCHEFFER AVE SAINT PAUL, MN 55102 52.80
021943-000 GENE M CROTTY 09-31-22-11-0006 1174 MAIN ST 1174 MAIN ST LINO LAKES, MN 55014 52.80
021944-000 BETEAB G GEBRU & ABNET MELESE 09-31-22-11-0007 1166 MAIN ST 1166 MAIN ST LINO LAKES, MN 55014 52.80
021945-000 RANDY J & SHERRI A DAVIS 09-31-22-11-0014 1152 MAIN ST 1152 MAIN ST LINO LAKES, MN 55014 52.80
021947-000 ASHLEY MARGARET RACUTT 09-31-22-11-0018 1204 MAIN ST 1204 MAIN ST LINO LAKES, MN 55014 52.80
021958-000 WESTLEY JEROME THOLE 09-31-22-14-0001 1121 OAK LN 1121 OAK LN LINO LAKES, MN 55014 52.80
021975-000 LYNN M & JAMES S DORNER 09-31-22-21-0017 940 JAMES ST 940 JAMES ST LINO LAKES, MN 55014 52.80
021981-000 JEROME MATIATOS 09-31-22-22-0005 874 MAIN ST 874 MAIN ST LINO LAKES, MN 55014 52.80
021983-000 JAMES L PEAKE 09-31-22-22-0007 898 MAIN ST 898 MAIN ST LINO LAKES, MN 55014 52.80
021990-000 JAMES M & LACEY M MOSES 09-31-22-22-0019 880 JAMES ST 880 JAMES ST LINO LAKES, MN 55014 58.08
022003-000 ERIC KAARI 09-31-22-23-0013 899 LOIS LN 899 LOIS LN LINO LAKES, MN 55014 52.80
022004-000 BRUCE O & DIANE J SORENSON 09-31-22-23-0015 810 LOIS LN 810 LOIS LN LINO LAKES, MN 55014 52.80
022010-000 LAJOS JOHN & ANITA MIHO 09-31-22-23-0021 858 LOIS LN 858 LOIS LN LINO LAKES, MN 55014 52.80
022016-000 MICHAEL P WEHR 09-31-22-23-0027 867 OAK LN 867 OAK LN LINO LAKES, MN 55014 52.80
022040-000 RICHARD & BETHANY KRUEGER & RAYMOND CORBESIA 09-31-22-24-0018 938 LOIS LN 938 LOIS LN LINO LAKES, MN 55014 52.80
022044-000 REGINALD C ORTH TRUSTEE 09-31-22-24-0024 7815 KNOLL DR 1887 DUSTY LN MORA, MN 55051-7306 52.80
022083-000 WANGCHOU S., TOU CHER, & TANG YANG & YER LEE 11-31-22-14-0001 7905 20TH AVE 7905 20TH AVE LINO LAKES, MN 55038 52.80
022085-000 ROSA E VILLEDA 11-31-22-14-0005 7841 20TH AVE 7841 20TH AVE LINO LAKES, MN 55038 52.80
022102-000 JOHN T FORD 11-31-22-43-0011 1870 77TH ST 1870 77TH ST LINO LAKES, MN 55038 52.80
022129-000 PETER N & SALINA T YANG 12-31-22-14-0002 7801 24TH AVE PO BOX 326 WYOMING, MN 55092 52.80
022133-000 RICHARD D DIAZ 12-31-22-22-0002 7958 20TH AVE 498 3RD AVE NEWPORT, MN 55055 52.80
022135-000 HUSSEIN AL & MUSTAFA AL TAMEEMI 12-31-22-31-0002 7720 20TH AVE 7720 20TH AVE LINO LAKES, MN 55038 52.80
022138-000 LUTHER & KELLY KOMINSKI 13-31-22-22-0002 7598 20TH AVE 7598 20TH AVE LINO LAKES, MN 55038 52.80
022169-000 LARRY A & C D STROMBERG 18-31-22-21-0007 7599 PATTI DR 7599 PATTI DR LINO LAKES, MN 55014 52.80
022212-000 JOHN L & VALERIE HILL 18-31-22-23-0013 7422 LEONARD AVE 7422 LEONARD AVE LINO LAKES, MN 55014 52.80
022218-000 JASON D PEDERSON 18-31-22-24-0003 7482 PATTI DR 7481 PATTI DR LINO LAKES, MN 55014 52.80
022242-000 ERIKA K ADKINS 18-31-22-24-0032 195 74TH ST 195 74TH ST LINO LAKES, MN 55014 52.80
022247-000 KATHLEEN M & DAVID M FLOREK 18-31-22-31-0003 141 MARVY ST 141 MARVY ST LINO LAKES, MN 55014 52.80
022248-000 CHRISTOPHER R & LINDA A KOLAR 18-31-22-31-0004 159 MARVY ST 159 MARVY ST LINO LAKES, MN 55014 52.80
022255-000 THOMAS J MADSEN 18-31-22-31-0017 179 MARVY ST 179 MARVY ST LINO LAKES, MN 55014 52.80
022283-000 PAT S & KAREN M MARSHALL 19-31-22-12-0020 7116 RICE LAKE DR 7116 RICE LAKE DR LINO LAKES, MN 55014 52.80
022301-000 MATTHEW J HORTON 19-31-22-13-0001 7032 RICE LAKE CT 1612 W CRONE AVE ANAHEIM, CA 92802 52.80
022308-000 MARCELLA & JACOB DALE 19-31-22-13-0043 7073 RICE LAKE DR 7073 RICE LAKE DR LINO LAKES, MN 55014 52.80
022324-000 KAREN L QUINNELL 19-31-22-22-0019 7173 SUNRISE DR 7173 SUNRISE DR LINO LAKES, MN 55014 52.80
022339-000 ROBERT E VEHE & CHERYL DIAL 19-31-22-23-0009 31 GLADSTONE DR 31 GLADSTONE DR LINO LAKES, MN 55014 52.80
022341-000 JAMES T BUTLER 19-31-22-23-0014 7027 LAKEVIEW DR 7027 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022346-000 DEREK STEPHEN & MARK STEPHEN WRICH 19-31-22-23-0019 7073 LAKEVIEW DR 7073 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022348-000 JOHN R WEISS JR 19-31-22-23-0021 7080 LAKEVIEW DR 7080 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022350-000 MATTHEW & JENNIFER KORANDA 19-31-22-23-0024 7056 LAKEVIEW DR 7056 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022371-000 ETHAN STEFFEN 19-31-22-32-0011 6908 LAKEVIEW DR 6908 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022373-000 SAEED ALKULAIDI 19-31-22-32-0013 6917 SUNRISE DR 8763 152ND LN NW RAMSEY, MN 55303 52.80
022387-000 CHERYL NUTTER 19-31-22-32-0037 6933 LAKEVIEW DR 6933 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022389-000 REBECCA COUILLARD & RANDY QUIMBY 19-31-22-32-0039 6949 LAKEVIEW DR 6949 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022395-000 NATHAN A MCGINN 19-31-22-33-0001 6880 SUNSET AVE 6880 SUNSET AVE LINO LAKES, MN 55014 52.80
022399-000 JOSEPH W & JENNIFER M WOLD 19-31-22-33-0016 6833 LAKEVIEW DR 6833 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022402-000 MASON T WOMACK 19-31-22-33-0019 6857 LAKEVIEW DR 6857 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022403-000 STEVEN A & ROCHELLE M WISDORF 19-31-22-33-0020 6865 LAKEVIEW DR 6865 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022406-000 RACHEL BESTLAND 19-31-22-33-0023 6872 LAKEVIEW DR 6872 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022413-000 TARA J S & GREGORY J FERGUSON 19-31-22-33-0030 6818 LAKEVIEW DR 6818 LAKEVIEW DR LINO LAKES, MN 55014 52.80
022416-000 CHRISTOPHER C & LESLIE ERICKSON 19-31-22-33-0038 6857 SUNRISE DR 6857 SUNRISE DR LINO LAKES, MN 55014 52.80
022417-000 RONALD J NAGY 19-31-22-33-0039 6865 SUNRISE DR 6865 SUNRISE DR LINO LAKES, MN 55014 52.80
022422-000 HEATHER E & JASON E T ANDERSON 19-31-22-34-0005 6872 SUNRISE DR 6872 SUNRISE DR LINO LAKES, MN 55014 52.80
022423-000 MARY E EMARD 19-31-22-34-0006 6864 SUNRISE DR 6864 SUNRISE DR LINO LAKES, MN 55014 110.88
022449-000 RANDY J & CHRISTINE NUGENT 20-31-22-41-0012 6937 W SHADOW LK DR 6937 W SHADOW LK DR LINO LAKES, MN 55014 52.80
022488-000 WILLIAM C & TRACI CASSEDAY 25-31-22-22-0006 2028 CEDAR ST 2028 CEDAR ST LINO LAKES, MN 55038 52.80
022503-000 JOSHUA & SHANNON HENRIKSEN 25-31-22-33-0011 2057 64TH ST 2057 64TH ST LINO LAKES, MN 55110 52.80
022520-000 BRANDON BYRNE 26-31-22-24-0002 6634 CENTERVILLE RD 6634 CENTERVILLE RD LINO LAKES, MN 55038 52.80
022521-000 BRANDON BYRNE 26-31-22-24-0003 1709 BIRCH ST 6634 CENTERVILLE RD LINO LAKES, MN 55038 52.80
022522-000 JORDAN & CARTER POTTHOFF 26-31-22-34-0003 6410 CENTERVILLE RD 6410 CENTERVILLE RD LINO LAKES, MN 55038 52.80
022539-000 NICOLE M DEMOTTS 27-31-22-31-0008 6594 JOYER LN 6594 JOYER LN LINO LAKES, MN 55038 52.80
022568-000 LYNN M & KAY J ZWIERS 27-31-22-43-0010 6432 KARTH RD 6432 KARTH RD LINO LAKES, MN 55038 52.80
022581-000 ADAM R OWENS 28-31-22-31-0009 884 OLD BIRCH ST 884 OLD BIRCH ST LINO LAKES, MN 55014 52.80
022589-000 BEANER INVESTMENT HOLDINGS LLC 28-31-22-32-0015 885 OLD BIRCH ST 1186 150TH LN NW ANDOVER, MN 55304 52.80
022593-000 COMCAST 28-31-22-33-0013 876 OLD BIRCH ST ONE COMCAST CENTER 32ND FLOOR PHILADELPHIA, PA 19103 52.80
022619-000 MATTHEW SIGRIST 30-31-22-43-0004 6433 HODGSON RD 6433 HODGSON RD LINO LAKES, MN 55014 52.80
022621-000 DIANE A & JOHN P HUTTON 30-31-22-43-0006 6449 HODGSON RD 6449 HODGSON RD LINO LAKES, MN 55014 52.80
022622-000 JEFFREY M KENNEY 30-31-22-43-0007 6451 HODGSON RD 6451 HODGSON RD LINO LAKES, MN 55014 52.80
022624-000 KENNETH S JAROSH 30-31-22-43-0009 6479 HODGSON RD 6479 HODGSON RD LINO LAKES, MN 55014 52.80
022625-000 CODY HELLER & HANNAH WEEKS 30-31-22-43-0010 6481 HODGSON RD 6481 HODGSON RD LINO LAKES, MN 55014 52.80
022632-000 MARTIN AUSTIN 31-31-22-11-0016 6316 HODGSON RD 6316 HODGSON RD LINO LAKES, MN 55014 52.80
022647-000 COLE FORD 31-31-22-12-0014 6401 HODGSON RD 6401 HODGSON RD LINO LAKES, MN 55014 52.80
022655-000 JAMES W CHRISTIANSEN 31-31-22-13-0029 6217 HODGSON RD 2 BLUE FLAG CT NORTH OAKS, MN 55127 52.80
022681-000 SANDRA J THILL 31-31-22-33-0019 6030 BALDWIN LAKE RD 6030 BALDWIN LAKE RD LINO LAKES, MN 55014 52.80
022685-000 NATASHA L & PHILIP MICHAEL JONES 31-31-22-34-0008 185 ASH ST 185 ASH ST LINO LAKES, MN 55126 52.80
022701-000 DAVID J & KELSEY M SCHREINER 31-31-22-42-0011 6165 OAKWOOD DR 6432 FAWN LN LINO LAKES, MN 55014 52.80
022708-000 PATRICK ROSENTHAL 31-31-22-42-0018 288 ROHAVIC LN 288 ROHAVIC LN LINO LAKES, MN 55014 52.80
022709-000 MITCHELL E WLASCHIN 31-31-22-42-0019 278 ROHAVIC LN 278 ROHAVIC LN LINO LAKES, MN 55014 52.80
022722-000 KIM M & TIMOTHY D ISRAELS 31-31-22-44-0008 6045 WARE RD 6045 WARE RD LINO LAKES, MN 55014 52.80
022728-000 MARK STEVE & DENISE KEMPLIN 32-31-22-14-0002 6216 RED MAPLE LN 6216 RED MAPLE LN LINO LAKES, MN 55014 52.80
022749-000 CARRIE A MEIS 32-31-22-14-0023 6292 RED MAPLE LN 6292 RED MAPLE LN LINO LAKES, MN 55014 52.80
022762-000 RICHARD B WILLIAMS 32-31-22-32-0003 498 62ND ST 498 62ND ST LINO LAKES, MN 55014 58.08
022767-000 JACOB MELQUIST 32-31-22-32-0009 420 62ND ST 420 62ND ST LINO LAKES, MN 55014 52.80
022775-000 MARGO POLTA 32-31-22-34-0007 575 ASH ST 575 ASH ST LINO LAKES, MN 55126 52.80
022797-000 JEREMY D & AMY R LARSON 33-31-22-33-0009 855 ASH ST 855 ASH ST LINO LAKES, MN 55126 52.80
022829-000 WILLIAM R SHEAREN 34-31-22-43-0013 1458 ASH ST 1458 ASH ST LINO LAKES, MN 55038 52.80
022830-000 BRANDON LEE & SANDRA MARIANNE PRIOR 35-31-22-11-0004 6351 20TH AVE 6351 20TH AVE LINO LAKES, MN 55038 52.80
022840-000 KYLE P & MARIE L KRAEMER 35-31-22-14-0001 2008 OTTER LAKE DR 2008 OTTER LAKE DR LINO LAKES, MN 55110 52.80
022848-000 BRENDA & JEFFREY A MICKLE 35-31-22-22-0001 6383 CENTERVILLE RD 6383 CENTERVILLE RD LINO LAKES, MN 55038 58.08
022874-000 KURT N & LOIS E SPETEN 35-31-22-41-0009 6230 OTTER LAKE RD 6230 OTTER LAKE RD LINO LAKES, MN 55110 52.80
022885-000 ROBERT J & KARA JANSSEN 36-31-22-13-0008 2236 REILING RD 2236 REILING RD LINO LAKES, MN 55110 52.80
022906-000 RICHARD S CALDECOTT II & GABRIELLA MARIE HERRERA 36-31-22-21-0003 2201 DEER PASS TRL 2201 DEER PASS TRL LINO LAKES, MN 55110 52.80
022914-000 PATRICK S & JODI M MOORE 36-31-22-22-0004 6398 OTTER LAKE RD 6398 OTTER LAKE RD LINO LAKES, MN 55110 52.80
022916-000 MICHAEL GORDON SMITH 36-31-22-22-0006 6382 OTTER LAKE RD 6382 OTTER LAKE RD LINO LAKES, MN 55110 52.80
022923-000 STEVE BETKER & AUDREY WARRUS 36-31-22-23-0006 2050 OTTER LAKE DR 2050 OTTER LAKE RD LINO LAKES, MN 55110 52.80
022943-000 TYLER SAFRANEK & JORDAN HAIGHT 36-31-22-34-0017 2197 ASH ST 2197 ASH ST LINO LAKES, MN 55110 52.80
022947-000 MATTHEW & TINA E CLEARY 36-31-22-34-0022 6046 N SARGENT CT 6046 SARGENT CT N LINO LAKES, MN 55110 52.80
022964-000 ERIN S & TODD C BURSCH 36-31-22-41-0009 6175 WOODCHUCK CIR 289 5TH ST E UNIT 610 ST. PAUL, MN 55101 52.80
022968-000 MEGAN D & DAVID J BAUMLER 36-31-22-41-0013 6183 PARTRIDGE CT 6183 PARTRIDGE CT LINO LAKES, MN 55110 52.80
022982-000 JOHN WARREN VOJTECH 36-31-22-43-0006 2205 FOXTAIL CT 2205 FOXTAIL CT LINO LAKES, MN 55110 52.80
022985-000 JOHN ERIC LARSEN & KATHERINE KAY JUDSON 36-31-22-43-0009 2218 FOXTAIL CT 2218 FOXTAIL CT LINO LAKES, MN 55110 52.80
022995-000 PETER G NARLOCH 36-31-22-43-0019 6088 FOXTAIL DR 6088 FOXTAIL DR LINO LAKES, MN 55110 58.61
022997-000 STEVEN R & CHARLOTTE S LARSEN 36-31-22-43-0021 6048 FOXTAIL DR 6048 FOXTAIL DR LINO LAKES, MN 55110 52.80
022999-000 DARYL D & NORMA J BARTSCH 36-31-22-43-0023 2261 ASH ST 2261 ASH ST LINO LAKES, MN 55110 48.00
023013-000 MATHEW MARK & HOLLY ROSE AVE'LALLEMANT 36-31-22-44-0014 6091 WOODCHUCK CIR 6091 WOODCHUCK CIR LINO LAKES, MN 55110 52.80
023018-000 RAINER W LINK 36-31-22-44-0019 6107 W BALD EAGLE BLVD 6107 BALD EAGLE BLVD W LINO LAKES, MN 55110 52.80
023173-000 DOMINIC LEVI RAU 19-31-22-33-0022 6880 LAKEVIEW DR 6880 LAKEVIEW DR LINO LAKES, MN 55014 44.70
023273-000 ANTHONY JOSEPH FLAHERTY 19-31-22-22-0028 7108 SUNSET AVE 7108 SUNSET AVE LINO LAKES, MN 55014-1237 52.80
173,028.21$
FINAL BILLED WITH NEW OWNERS
011025-000 DYLAN ALEXANDER CLARK & TYLER MONTGOMERY CLARK 29-31-22-33-0020 6490 HOKAH DR 6490 HOKAH DR LINO LAKES, MN 55014-1424 41.38
41.38$
GRAND TOTAL 173,069.59$
1
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 2A
STAFF ORIGINATOR: Hannah Lynch, Finance Director
MEETING DATE: November 12, 2024
TOPIC: 2025 Fee Schedule
i. Consider 2nd Reading of Ordinance 16-24, Repeal and
Replace of Chapter 218 (Fee Schedule)
ii. Consider Resolution No. 24-147, Approving Summary
Publication of Ordinance No. 16-24
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
The City Council is being asked to consider the second reading of Ordinance 16-24, Repeal and
Replace of Chapter 218 (Fee Schedule) and Resolution No. 24-147, Approving Summary
Publication of Ordinance 16-24.
The first reading of Ordinance 16-24 was approved at the October 28, 2024 City Council
Meeting. The 2025 Fee Scheule will be effective on January 1, 2025.
BACKGROUND
Fees are consolidated into one schedule to be reviewed and adopted on an annual basis to
provide for an efficient and timely method of reviewing and adjusting the various fees charged
by the city. Staff has reviewed the fees in place to ensure their ongoing equity and cost
recovery ability. Recommended changes from the 2024 Fee Schedule are shown on the
attached 2025 Fee Schedule – Red Lined.
Fees with proposed changes include:
• Business & Miscellaneous
o City Code Book
o Pawn Shop/Precious Metal Dealer/Secondhand Goods Dealer
• Building Permit Fee Schedule
o Grading Permit – Surface Water Management Plan
o Sign Permit
• Right of Way Management
o Excavation Permit Fees
• Utility Fees
2
o Water Utility Rates
o Sewer Utility Rates
o Trunk Charge
o Availability Charge
o Lateral Service Connection
o Surface Water Management
• Land Use
o Alternative Urban Area-wide Review (I-35E AUAR)
o Zoning Confirmation Letter
• Escrow Deposits
o Comprehensive Plan Amendment
o Environmental Review
o Planned Unit Development
• Development Fees
o Park Dedication
o Tree Preservation Mitigation Fee
• Economic Development Assistance
o Tax Increment Financing or Tax Abatement
RECOMMENDATION
Staff recommends approving the second reading of Ordinance 16-24, Repeal and Replace of
Chapter 218 (Fee Schedule) and Resolution No. 24-147, Approving Summary Publication of
Ordinance No. 16-24.
ATTACHMENTS
1. 2025 Fee Schedule – Red Lined
2. 2025 Fee Schedule – Final
3. Resolution No. 24-147
Public Hearing: N/A Draft Posted to Website: October 29, 2024
1st Reading: October 28, 2024 Publication:November 19, 2024
2nd Reading: November 12, 2024 Effective:January 1, 2025
The City Council of Lino Lakes ordains:
ALCOHOLIC BEVERAGES
3.2 Beer Off-Sale 200.00$ /Year
3.2 Beer On-Sale 300.00$ /Year
3.2 Beer On-Sale Temporary 50.00$ Plus $5.00/Day
Club License 300.00$ /Year
Liquor License Investigation (Initial Application Only)267.75$ 1 or 2
471.75$ 3+
Liquor License On-Sale 4,500.00$ /Year
Liquor License Off-Sale 200.00$ /Year
Liquor Temporary Permit 50.00$
Wine License 500.00$ /Year
Sunday Liquor 200.00$ /Year
On-Sale Brewer Taproom 500.00$ /Year
Off-Sale Growler 200.00$ /Year
AMUESMENT & COMMERCIAL RECREATION
Cabaret License 35.00$
Dances 200.00$ /Year
Gambling Permit Application 10.00$
BUSINESS & MISCELLANEOUS
Assessment Search Fee 20.00$ /Search
Background Check Fee 35.00$ /Background
Cannabinoid License Investigation (Initial Application Only) 267.75$ 1 or 2
CITY OF LINO LAKES
ORDINANCE NO. 16-24
2025 FEE SCHEDULE
Repeal and Replace of Chapter 218 (Fee Schedule)
Section 1. Findings. Pursuant to Minnesota Law, the Lino Lakes City Charter, and the Lino Lakes City Code, a
fee schedule for city services and licensing is hereby adopted as follows:
471.75$ 3+
Cannabinoid License 250.00$ /Year
CD or DVD 7.00$
City Charter -$ First Copy
10.00$ Each Additional Copy
City Code Book 140.00$ No Binder or Tabs
75.00$
City Map 2.50$
Comp. Plan 55.00$
Copies: Large Scale (>11”x17”) 0.50$ /Square Foot
Copies: New Resident Labels 5.00$ /Month Flat Fee
Copies: Per Page -$ /Page (1-10 Pages)
0.25$ /Page (11-100 Pages)
Actual Cost 100+ Pages
Dog Kennel - Private 20.00$ /Year
Dog Kennel – Commercial 105.00$ /Year
Dog License Male/Female 11.00$ Not Spayed or Neutered
6.00$ Spayed or Neutered
Election Filing Fee 5.00$
Fax Charge -$ 1-10 Pages
0.25$ /Page 11+ Pages
Garbage Hauler License 100.00$ First Truck
45.00$ Each Additional Truck
Massage Therapist License (Individual) 50.00$ Annually
Overweight Permit 50.00$
Pawn Shop Class A, Class B, and Class C 10,000.00$
Pawn Shop Class A 10,000.00$
Pawn Shop Class B 7,000.00$
Pawn Shop/Precious Metal Dealer/Secondhand Goods
Dealer Class A Background Investigation (In State) 775.00$ Fee
15,000.00$ Escrow Deposit
Pawn Shop/Precious Metal Dealer/Secondhand Goods
Dealer Class A Background Investigation (Out State) 20,000.00$ Fee & Escrow Deposit
Pawn Shop Investigation 15,400.00$ Deposit on Costs
Pawn Shop In-State Investigation 765.00$
Pawn Shop Out-State Investigation 20,400.00$
Peddler, Solicitor, Transient Merchant 250.00$ /6 Months
Precious Metal Dealer 10,000.00$
Secondhand Goods Dealer Class A 10,000.00$
Secondhand Goods Dealer Class B and Class C 300.00$
Class A Secondhand Goods Dealer 720.00$
Class B Secondhand Goods Dealer 105.00$
Class C Secondhand Goods Dealer -$ No Fee
Return Check Charge 30.00$
Rental Housing License (Annual) 73.00$ 1 or 2 Units plus $15.00/Unit
for 3 or More Units (fee
to be reduced by 50% if
issued less than six months
from expiration date)
Rental License Re-Inspection Fee 73.00$
Special Event Permit 50.00$
Therapeutic Massage Business License 200.00$ Annually
Tobacco License 250.00$
Weed & Mowing Violation 150.00$ First Hour
75.00$ Each Additional Hour
Additional Admin Fee 100.00$ 2nd Offense in Calendar Yr
200.00$ 3rd and Each Additional
Offense in Calendar Yr
Non-Payment Certification Fee 30.00$
Zoning Maps 5.00$ Large or Colored
Zoning Ordinance 25.00$
FIRE REGULATIONS
Annual Permit for Sale of Consumer Fireworks 350.00$ Exclusive Retail Seller
100.00$ In Conjunction with Existing
Retail Store
Burning Permit 50.00$
Day Care/Foster Care Inspection 50.00$
False Fire Alarms -$ /Alarm (1-3) in Calendar Yr
100.00$ /Alarm (4-10) in Calendar Yr
200.00$ /Alarm (11+) in Calendar Yr
Fire Watch 50.00$ /Hour
Fireworks Display Permit 100.00$
Food Truck Inspection 50.00$
Inspection Outside Business Hours 75.00$ /Hour (2 Hour Minimum)
POLICE FEES
Copy of Report -$ To Subject of Data up to 3
Pages
1.00$ 4th Page
0.25$ /Page 5-100 Pages
Copy of Report – Mail In 4.00$ Up to 4 Pages
0.25$ /Page Thereafter
Vehicle Lockouts -$ No Fee
Clearance Letter 15.00$
Fingerprinting 15.00$ By Appointment
Digital Photographs 25.00$ Up to 16gb Flash Drive
Other Digital Documentation/Video 50.00$ Up to 16gb Flash Drive
False Police Alarms -$ /Alarm (1-3) in Calendar Yr
52.50$ /Alarm (4-10) in Calendar Yr
105.00$ /Alarm (11+) in Calendar Yr
Vehicle Forfeiture Fee 300.00$ /Vehicle
Dangerous Dog Registration 255.00$ /Year
RENTALS & RESERVATIONS
Civic Complex Room Reservations
Non-Residents & Businesses - Up to 4 Hours 100.00$
Non-Residents & Businesses - Up to 8 Hours 200.00$
Field Rental
Baseball/Softball Drag Only 25.00$ /Evening
Baseball/Softball Drag & Chalk 50.00$ /Evening
Picnic Shelter Reservation 25.00$
BUILDING - CONSTRUCTION UTILITES
Building Permit Fee Schedule
Building Permit Fees shall be based on the Fee Table.
Fire Suppression Permit Fee shall be based on Fee Table.
Minimum fee of $73.00 for all permits.
Fee Table
Total Valuation Fee
$1.00 to $1,360.00
$1,361.00 to $2,000.00
$2,001.00 to $25,000.00
$25,001.00 to $50,000.00
$50,001.00 to $100,000.00
$100,001.00 to $500,000.00
$500,001.00 to $1,000,000.00
$73.00
$23.50 for the first $500.00 plus $3.05 for each additional $100.00, or fraction
thereof, to and including $2,000.00. Min. Fee $73.00
$69.25 for the first $2,000.00 plus $14.00 for each additional
$1,000.00, or fraction thereof, to and including $25,000.00
$391.25 for the first $25,000.00 plus $10.10 for each additional
$1,000.00, or fraction thereof, to and including $50,000.00
$643.75 for the first $50,000.00 plus $7.00 for each additional
$1,000.00, or fraction thereof, to and including $100,000.00
$993.75 for the first $100,000.00 plus $5.60 for each additional
$1,000.00, or fraction thereof, to and including $500,000.00
$3,233.75 for the first $500,000.00 plus $4.75 for each additional
$1,000.00, or fraction thereof, to and including $1,000,000.00
$1,000,001.00 and up
Other Inspections and Fees
Work Commencing Before Permit Issuance Double Permit Fee
Erosion Control Inspection Fee
Single, Two-Family, Townhomes up to 8 160.00$
Units, Multi-Family > 8 Units
Commercial, Industrial, and Institutional Determined by Separate Agreement
Change of Use/Occupancy Inspections 73.00$ /Trip
Inspections Outside of Normal Business Hours 73.00$ /Hour*
Re-Inspection Fee 73.00$ /Trip
Inspections for which no fee is specifically designed 73.00$ /Trip
Additional Plan Review Required by Changes, Additions, 73.00$ /Hour**
or Revisions
For use of outside consultants for plan checking and Actual Cost***
inspections, or both
Plan Review Fee
a. 65% of the Building Permit Fee
b. 25% of the Building Permit Fee for review of similar plans (Master Plan) in a 12
month period
Easement Encroachment Fee County Recording Fee plus $25.00
Antenna, City Owned Property 250.00$ Plus $6,000 Escrow
Antenna, Private Property See Building Fee Table
Accessory Building Permit: 200 sq. ft. or under in size 73.00$
Accessory Building Permit: over 200 sq. ft. in size See Building Fee Table
Fence Permit: 6 feet or under in height 73.00$
Fence Permit: over 6 feet in height See Building Fee Table
Grading Permit 160.00$
Grading Permit Escrow Deposit (if not 300.00$
included in Dev. Contract)
3,500.00$
Roofing Permit 106.00$
Siding Permit 106.00$
Swimming Pool Permit 160.00$ In Ground
106.00$ Above Ground
Window/Door Replacement Permit 79.00$ /Unit (max $158.00)
Retaining Wall Permit 73.00$
Surface Water Management Plan (if applicable and
not covered in Site Performance or Development
Contract Escrow)
$5,608.75 for the first $1,000,000.00 plus $3.15 for each additional
$1,000.00, or fraction thereof
Mechanical (HVAC) permit: Gas Fireplace 73.00$ Plus $34.50 for Each
Additional Fireplace
Mechanical (HVAC) Permit: Residential 73.00$ Except New Construction
Includes AC/Furnace Combined
Mechanical (HVAC) Fee: New Construction Residential 158.00$ Does Not Include Fireplaces
Mechanical (HVAC) Permit: Commercial 2% of the Contract Price ($73.00
Minimum Fee)
Manufactured Home Permits 250.00$
Plumbing Permit 11.00$ /Fixture ($73.00 Min. Fee)
Sewer Connection Inspection Fee 200.00$
Water Connection Inspection Fee 250.00$
Contractor License Verification 5.00$ /Permit
Contractor Lead Certification Verification 5.00$ /Permit
Contractor License 50.00$
Metropolitan Council SAC (Sewer Availability Charge)Per Met Council
Water Meter City Cost plus $50.00
MXU Unit City Cost plus $50.00
Water Meter + MXU Unit City Cost plus $50.00
Touch Pad 18.00$
Curb Stop Covers 70.00$
Septic Installation or Repair Permit 250.00$
Septic Pumping Permit 10.00$
Demolition Permit 73.00$
Lawn Sprinkler/Irrigation System Permit 73.00$
Irrigating or Watering of New Landscaping Permit (Sod -$ No Fee
or Seed)
Driveway Replacement Permit 73.00$
Sign Permit: Existing Billboard 85.00$ /Year
Sign Permit: Permanent See Building Fee Table
Sign Permit: Sandwich Board 35.00$
25.00$
Sign Permit: Temporary (portable/banner)35.00$ /Term
25.00$
Storm Pond Aeration Permit 150.00$
All permits issued are subject to applicable State surcharge fees.
* Inspections made outside of normal business hours is a three-hour minimum charge.
**
Fee Refund – Per applicant request, City staff may refund permit fees up to 80% for voided permits. Plan
review fees and state surcharge fees are non-refundable. No refund shall be provided if permit has expired.
Or the total hourly cost to the jurisdiction, whichever is greatest. This cost shall include supervision,
overhead, equipment, hourly wages, and fringe benefits of the employees involved.
*** Actual costs include administrative and overhead costs.
ESCROW DEPOSITS
a. Driveway - $1,000.00
b. Exterior Concrete - $1,000.00
c. As-built Surveys - $1,000.00
d. Stucco (final coat only) - $1,000.00
e. Garage Floor - $1,000.00
f. Landscaping - $2,500.00 (landscaping may be escrowed year-round per City Staff)
g. Other – Determined by City staff at a rate of 125% of the actual improvement costs
Escrow deposits will be charged a $100.00 non-refundable administrative fee.
Escrow deposits can be submitted through one of the following procedures:
a.
b.
A partial release, of a multi-item escrow, will be charged a $75.00 non-refundable administrative fee.
RIGHT-OF-WAY MANAGEMENT
Excavation Permit Fees
150.00$
125.00$
70.00$ /100 Lineal Feet plus Hole Fee
Obstruction Permit Fee
50.00$ Plus $0.50/ Lineal Foot
Permit Extension Fee
Includes administration, recording & review 55.00$
An escrow may be required, as determined by the City Engineer, to cover all costs incurred by the City for plan
revision and construction observation.
Escrow can be paid to the City upon execution of an agreement signed by both the payee and the
City.
In order to obtain a Certificate of Occupancy, escrow deposits shall be collected if exterior work cannot be
completed due to inclement weather, as determined by City Staff, whereupon a Temporary Certificate of
Occupancy would be issued subject to the execution of an escrow agreement and payment thereof. Any
unfinished work must be completed within six months (weather permitting) from the date of issuance. The
following escrow amounts are hereby established:
The title company or lending institution can hold the escrow upon execution of an agreement
signed by both the title company or lending institution and the City.
Hole (includes administration, plan review,
inspection, testing and mapping)
Trench (includes administration, plan review,
inspection, testing & mapping)
Includes administration, recording, review &
inspection
Delay Penalty
60.00$
Degradation Fee
Degradation Fee Formula:
Degradation Fee:
UTILITY FEES
Water Utility Rates
Residential
Base Fee 25.00$ /Quarter/REU*
20.00$ /Quarter/REU*
Consumption Fee
0 - 20,000 Gallons 2.19$ /Thousand Gallons
2.10$ /Thousand Gallons
20,001 - 40,000 Gallons 2.43$ /Thousand Gallons
2.34$ /Thousand Gallons
40,001 - 80,000 Gallons 3.04$ /Thousand Gallons
2.92$ /Thousand Gallons
80,001 - 120,000 Gallons 3.65$ /Thousand Gallons
3.51$ /Thousand Gallons
Over 120,000 Gallons 4.26$ /Thousand Gallons
4.09$ /Thousand Gallons
Non-Residential
Base Fee 25.00$ /Quarter/REU*
20.00$ /Quarter/REU*
Consumption Fee
0 - 20,000 Gallons 2.19$ /Thousand Gallons
(cost per square yard for street overlay and seal-coat x depreciation schedule rates) x
area of street patch = degradation fee
overlays and seal-coats applied to the surface. The formula includes life expectancy
schedules for each and has an estimated cost per square yard based on the quality of the
right-of-way surface required for different levels of traffic. This formula creates a
degradation fee which is determined by the cost per square yard for street, overlay, and
seal-coat, multiplied by the depreciation schedule, multiplied by the area of the street
patch.
This formula covers degradation for depreciation caused by intrusion into the right-of-
way. The depreciation applies to the original surface of the right-of-way and to the
For up to three days of non-completion and non-
prior notice before specified date. After three days
an additional charge of $10.00 per day will be
levied.
2.10$ /Thousand Gallons
20,001 - 40,000 Gallons 2.43$ /Thousand Gallons
2.34$ /Thousand Gallons
Over 40,000 Gallons 2.75$ /Thousand Gallons
2.64$ /Thousand Gallons
Non-Residential Irrigation**
Consumption Fee
0 - 40,000 Gallons 3.04$ /Thousand Gallons
2.92$ /Thousand Gallons
40,001 - 80,000 Gallons 3.65$ /Thousand Gallons
3.51$ /Thousand Gallons
Over 80,000 Gallons 4.27$ /Thousand Gallons
4.11$ /Thousand Gallons
*REU = a residential equivalent connection:
1. Residential - a single housing unit
2. Non-Residential - per Met Council Service Availability Charge Procedures Manual
**Non-Residential users with irrigation systems that do not have a separate irrigation meter
will be charged at residential rates until such time that a separate irrigation meter is installed
and inspected.
Sewer Utility Rates
Metered Sewer
Base Fee 61.48$ /Quarter/REU*
59.98$ /Quarter/REU*
Consumption Fee
Over 10,000 Gallons (based
on winter average)1.18$ /Thousand Gallons
1.15$ /Thousand Gallons
Flat Sewer 72.52$ /Quarter/REU*
70.75$ /Quarter/REU*
*REU = a residential equivalent connection:
1. Residential - a single housing unit
2. Non-Residential - per Met Council Service Availability Charge Procedures Manual
Storm Water Utility Rates
Quarterly Base Rate
Residential Fee 12.00$ /Parcel
Non-Residential Fee 175.00$ /Acre of Impervious ($12.00
minimum)
Late Penalty 10% of Unpaid Balance, Assessed per
Billing Cycle
Non-Payment Certification Fee 30.00$
Meter Testing (Our Cost, Delivered to Minneapolis) 100.00$ 5/8" - 3/4" Meter Test
150.00$ 1" Meter Test
250.00$ 1-1/2" - 2" Meter Test
Water Meter Rental 600.00$ Deposit
25.00$ /Month
Additional Accessories 25.00$ /Month
Water Usage Fee 5.00$ /Thousand Gallons
Water Use Violation 25.00$ 1st Violation
50.00$ 2nd and Subsequent Violations
Trunk Charge
Sanitary Sewer 1,801.00$ /Unit
1,737.00$
Water 2,588.00$ /Unit
2,496.00$
Availability Charge
City Sewer (CSAC)1,686.00$ /SAC Unit
1,626.00$
City Water (CWAC)1,628.00$ /SAC Unit
1,570.00$
The Lateral Service Connection Fee shall be in addition to the City Trunk Utility Connection Fees.
City Trunk Utility Connection Fees - the Trunk Utility Connection Fee consists of two components: a Trunk
Charge and an Availability Charge.
The trunk charge shall be paid at the time of subdivision approval or at the time of hook-up,
whichever is first. Residential trunk charges are based on one unit per dwelling unit.
Commercial/Industrial/Institutional (CII) trunk charges are based on a factor of 2.92 units per acre.
For residential properties, the availability charge shall be paid at the time of subdivision approval or
at the time of hook-up, whichever is first. Commercial/Industrial/Institutional availability charges
shall be paid at the time of building permit. Fees are based on the number of sanitary access charge
(SAC) units assigned by Metropolitan Council Environmental Services (MCES). Residential uses shall
be assigned one unit per dwelling unit unless otherwise noted by MCES.
Lateral Service Connection Fees
Sanitary Sewer 80.10$ /Front Foot
77.20$
Watermain 75.10$ /Front Foot
73.00$
REU = a residential equivalent connection:
1. Residential – a single housing unit
2. Non-Residential REU = per Met Council Service Availability Charge Procedures
Manual
Surface Water Management
Fee Charge per Acre
of Development
CULVERT PRICES
All culvert prices are based on market prices and include tax & delivery and 15% administration fee.
LAND USE
Fees
Alternative Urban Area-wide Review (I-35E AUAR)325.00$ /Acre
300.00$
$7,924.00 $10,657.00 $11,804.00
If the lot or tract of land, or portion thereof, to be served by a lateral connection has not been
assessed for the cost of construction, then the applicant shall pay, upon hook-up, a lateral
connection in accordance with Resolution No. 02-149 (Bisel Amendment) based on the following
front foot charges:
Vacant Buildings: Owners of a commercial/industrial building(s) connected to City water and/or sewer utilities
that are vacant due to business closures or other reasons may apply to have the number of billed REU’s
reduced to one (1) REU for purposes of calculating utility fees effective from the date the building(s) were
vacated for as long as the building(s) remain unoccupied. When the building(s) again becomes occupied the
owner must inform the City of such occupation, at which time the number of REU’s will be determined and
utility fees assessed according to the current fee structure. (Ordinance No. 06-13, passed 8-26-13)
Single/Two Family
Lots
Multi Family
Lots
Commercial/Industrial/
Institutional Property
$8,217.00 $11,051.00 $12,241.00
Fees are based on developable land in accordance with the policy provisions established in Resolution No. 92-
70. Credits may be earned for sub-watershed trunk improvements.
To be charged at the time of land use approval for
projects within the I-35E Corridor AUAR area that
require preliminary plats; conditional use permits;
i d b ildi l d l d i
Administrative Permit 73.00$
Zoning Confirmation Letter 75.00$
50.00$
Escrow Deposits (Application Fee Required With Each Submittal)
Application Fee 200.00$
Comprehensive Plan Amendment 5,000.00$ 40 Acres or Less
3,000.00$
7,500.00$ Over 40 Acres
5,000.00$
Conditional Use Permit 1,000.00$ Residential/Rural
7,500.00$ Commercial/Industrial/
Institutional
Environmental Assessment Worksheet Review 12,500.00$
10,000.00$
Interim Use Permit 7,500.00$
Ordinance Amendment
Map Amendment (Rezone) 1,500.00$ 40 Acres or Less
5,000.00$ Over 40 Acres
Text Amendment 1,500.00$
Planned Unit Development 5,000.00$ General Concept Plan
3,000.00$
12,500.00$ Preliminary Plan
Development Stage Plan
7,500.00$ Final Plan
Site Plan Review 7,500.00$
Subdivision
Concept Plan Review 1,500.00$
Minor Subdivision 3,000.00$
Preliminary Plat 5,000.00$ Less than 5 Acres
7,500.00$ 5-40 Acres
12,500.00$ Over 40 Acres
Final Plat 1,500.00$ Less than 5 Acres
5,000.00$ 5-40 Acres
7,500.00$ Over 40 Acres
Vacation (Street, Utility, Drainage) 1,500.00$
Variance or appeal 750.00$
site and building plans; and planned unit
developments. Once paid, the same land will not
be charged again.
(no fee for Transient Merchant if issued
by City Clerk)
DEVELOPMENT FEES
GIS Mapping Fee 90.00$ /Lot
Park Dedication
2,600.00$ /Acre
Residential 3,500.00$ /Unit
3,300.00$
Tree Preservation Mitigation Fee 500.00$ /Tree
600.00$
Street Lighting Operation Fee (New Development)120.00$
ECONOMIC DEVELOPMENT ASSISTANCE
Tax Increment Financing or Tax Abatement 12,500.00$ Escrow Deposit
10,000.00$
Tax Exempt Financing 2,500.00$
STAFF TIME
An escrow account shall be established as indicated above to cover all expenses incurred by the City as part of
the plan review. In the case of applications including multiple requests the highest escrow deposit amount will
be the only one initially required. The applicant is responsible for all costs incurred by the City during plan
review. If the escrow account drops below 10% of the original deposit amount the City will require the
submittal of an additional escrow deposit sufficient to cover any anticipated expenses. Upon City
determination that the project is complete or expired, the City will return the remaining escrow deposit to the
applicant.
Commercial/Industrial/Assisted-Living/Skilled
Nursing
/Light ($8/mo/light x 15
months)
Application Fee, plus 1%
Administration Fee
Staff time for chargeable event/projects shall be charged as the employee’s hourly rate of pay plus benefits
plus calculated overhead costs (when applicable). Overtime will be charged at 1.5 times the calculated hourly
rate.
LATE FEE
Late penalty fee: a late charge of 10% or $25.00, whichever is greater, will be charged for fees not paid when
due.
Section 2. Effective Date of Ordinance. This ordinance shall be in force and effect on January 1, 2025 and
from and after its passage and publication according to the Lino Lakes City Charter.
Adopted by the Lino Lakes City Council on this 12th day of November, 2024.
Rob Rafferty, Mayor
ATTEST:
Roberta Colotti, CMC, City Clerk
Public Hearing: N/A Draft Posted to Website: October 29, 2024
1st Reading: October 28, 2024 Publication:November 19, 2024
2nd Reading: November 12, 2024 Effective:January 1, 2025
The City Council of Lino Lakes ordains:
ALCOHOLIC BEVERAGES
3.2 Beer Off-Sale 200.00$ /Year
3.2 Beer On-Sale 300.00$ /Year
3.2 Beer On-Sale Temporary 50.00$ Plus $5.00/Day
Club License 300.00$ /Year
Liquor License Investigation (Initial Application Only)267.75$ 1 or 2
471.75$ 3+
Liquor License On-Sale 4,500.00$ /Year
Liquor License Off-Sale 200.00$ /Year
Liquor Temporary Permit 50.00$
Wine License 500.00$ /Year
Sunday Liquor 200.00$ /Year
On-Sale Brewer Taproom 500.00$ /Year
Off-Sale Growler 200.00$ /Year
AMUESMENT & COMMERCIAL RECREATION
Cabaret License 35.00$
Dances 200.00$ /Year
Gambling Permit Application 10.00$
BUSINESS & MISCELLANEOUS
Assessment Search Fee 20.00$ /Search
Background Check Fee 35.00$ /Background
Cannabinoid License Investigation (Initial Application Only) 267.75$ 1 or 2
CITY OF LINO LAKES
ORDINANCE NO. 16-24
2025 FEE SCHEDULE
Repeal and Replace of Chapter 218 (Fee Schedule)
Section 1. Findings. Pursuant to Minnesota Law, the Lino Lakes City Charter, and the Lino Lakes City Code, a
fee schedule for city services and licensing is hereby adopted as follows:
471.75$ 3+
Cannabinoid License 250.00$ /Year
CD or DVD 7.00$
City Charter -$ First Copy
10.00$ Each Additional Copy
City Code Book 140.00$ No Binder or Tabs
City Map 2.50$
Comp. Plan 55.00$
Copies: Large Scale (>11”x17”) 0.50$ /Square Foot
Copies: New Resident Labels 5.00$ /Month Flat Fee
Copies: Per Page -$ /Page (1-10 Pages)
0.25$ /Page (11-100 Pages)
Actual Cost 100+ Pages
Dog Kennel - Private 20.00$ /Year
Dog Kennel – Commercial 105.00$ /Year
Dog License Male/Female 11.00$ Not Spayed or Neutered
6.00$ Spayed or Neutered
Election Filing Fee 5.00$
Fax Charge -$ 1-10 Pages
0.25$ /Page 11+ Pages
Garbage Hauler License 100.00$ First Truck
45.00$ Each Additional Truck
Massage Therapist License (Individual) 50.00$ Annually
Overweight Permit 50.00$
Pawn Shop Class A, Class B, and Class C 10,000.00$
Pawn Shop/Precious Metal Dealer/Secondhand Goods
Dealer Class A Background Investigation (In State) 775.00$ Fee
15,000.00$ Escrow Deposit
Pawn Shop/Precious Metal Dealer/Secondhand Goods
Dealer Class A Background Investigation (Out State) 20,000.00$ Fee & Escrow Deposit
Peddler, Solicitor, Transient Merchant 250.00$ /6 Months
Precious Metal Dealer 10,000.00$
Secondhand Goods Dealer Class A 10,000.00$
Secondhand Goods Dealer Class B and Class C 300.00$
Return Check Charge 30.00$
Rental Housing License (Annual) 73.00$ 1 or 2 Units plus $15.00/Unit
for 3 or More Units (fee
to be reduced by 50% if
issued less than six months
from expiration date)
Rental License Re-Inspection Fee 73.00$
Special Event Permit 50.00$
Therapeutic Massage Business License 200.00$ Annually
Tobacco License 250.00$
Weed & Mowing Violation 150.00$ First Hour
75.00$ Each Additional Hour
Additional Admin Fee 100.00$ 2nd Offense in Calendar Yr
200.00$ 3rd and Each Additional
Offense in Calendar Yr
Non-Payment Certification Fee 30.00$
Zoning Maps 5.00$ Large or Colored
Zoning Ordinance 25.00$
FIRE REGULATIONS
Annual Permit for Sale of Consumer Fireworks 350.00$ Exclusive Retail Seller
100.00$ In Conjunction with Existing
Retail Store
Burning Permit 50.00$
Day Care/Foster Care Inspection 50.00$
False Fire Alarms -$ /Alarm (1-3) in Calendar Yr
100.00$ /Alarm (4-10) in Calendar Yr
200.00$ /Alarm (11+) in Calendar Yr
Fire Watch 50.00$ /Hour
Fireworks Display Permit 100.00$
Food Truck Inspection 50.00$
Inspection Outside Business Hours 75.00$ /Hour (2 Hour Minimum)
POLICE FEES
Copy of Report -$ To Subject of Data up to 3
Pages
1.00$ 4th Page
0.25$ /Page 5-100 Pages
Copy of Report – Mail In 4.00$ Up to 4 Pages
0.25$ /Page Thereafter
Vehicle Lockouts -$ No Fee
Clearance Letter 15.00$
Fingerprinting 15.00$ By Appointment
Digital Photographs 25.00$ Up to 16gb Flash Drive
Other Digital Documentation/Video 50.00$ Up to 16gb Flash Drive
False Police Alarms -$ /Alarm (1-3) in Calendar Yr
52.50$ /Alarm (4-10) in Calendar Yr
105.00$ /Alarm (11+) in Calendar Yr
Vehicle Forfeiture Fee 300.00$ /Vehicle
Dangerous Dog Registration 255.00$ /Year
RENTALS & RESERVATIONS
Civic Complex Room Reservations
Non-Residents & Businesses - Up to 4 Hours 100.00$
Non-Residents & Businesses - Up to 8 Hours 200.00$
Field Rental
Baseball/Softball Drag Only 25.00$ /Evening
Baseball/Softball Drag & Chalk 50.00$ /Evening
Picnic Shelter Reservation 25.00$
BUILDING - CONSTRUCTION UTILITES
Building Permit Fee Schedule
Building Permit Fees shall be based on the Fee Table.
Fire Suppression Permit Fee shall be based on Fee Table.
Minimum fee of $73.00 for all permits.
Fee Table
Total Valuation Fee
$1.00 to $1,360.00
$1,361.00 to $2,000.00
$2,001.00 to $25,000.00
$25,001.00 to $50,000.00
$50,001.00 to $100,000.00
$100,001.00 to $500,000.00
$500,001.00 to $1,000,000.00
$1,000,001.00 and up
Other Inspections and Fees
Work Commencing Before Permit Issuance Double Permit Fee
Erosion Control Inspection Fee
Single, Two-Family, Townhomes up to 8 160.00$
Units, Multi-Family > 8 Units
Commercial, Industrial, and Institutional Determined by Separate Agreement
Change of Use/Occupancy Inspections 73.00$ /Trip
$5,608.75 for the first $1,000,000.00 plus $3.15 for each additional
$1,000.00, or fraction thereof
$23.50 for the first $500.00 plus $3.05 for each additional $100.00, or fraction
thereof, to and including $2,000.00. Min. Fee $73.00
$69.25 for the first $2,000.00 plus $14.00 for each additional
$1,000.00, or fraction thereof, to and including $25,000.00
$391.25 for the first $25,000.00 plus $10.10 for each additional
$1,000.00, or fraction thereof, to and including $50,000.00
$643.75 for the first $50,000.00 plus $7.00 for each additional
$1,000.00, or fraction thereof, to and including $100,000.00
$993.75 for the first $100,000.00 plus $5.60 for each additional
$1,000.00, or fraction thereof, to and including $500,000.00
$3,233.75 for the first $500,000.00 plus $4.75 for each additional
$1,000.00, or fraction thereof, to and including $1,000,000.00
$73.00
Inspections Outside of Normal Business Hours 73.00$ /Hour*
Re-Inspection Fee 73.00$ /Trip
Inspections for which no fee is specifically designed 73.00$ /Trip
Additional Plan Review Required by Changes, Additions, 73.00$ /Hour**
or Revisions
For use of outside consultants for plan checking and Actual Cost***
inspections, or both
Plan Review Fee
a. 65% of the Building Permit Fee
b. 25% of the Building Permit Fee for review of similar plans (Master Plan) in a 12
month period
Easement Encroachment Fee County Recording Fee plus $25.00
Antenna, City Owned Property 250.00$ Plus $6,000 Escrow
Antenna, Private Property See Building Fee Table
Accessory Building Permit: 200 sq. ft. or under in size 73.00$
Accessory Building Permit: over 200 sq. ft. in size See Building Fee Table
Fence Permit: 6 feet or under in height 73.00$
Fence Permit: over 6 feet in height See Building Fee Table
Grading Permit 160.00$
Grading Permit Escrow Deposit (if not 300.00$
included in Dev. Contract)
3,500.00$
Roofing Permit 106.00$
Siding Permit 106.00$
Swimming Pool Permit 160.00$ In Ground
106.00$ Above Ground
Window/Door Replacement Permit 79.00$ /Unit (max $158.00)
Retaining Wall Permit 73.00$
Mechanical (HVAC) permit: Gas Fireplace 73.00$ Plus $34.50 for Each
Additional Fireplace
Mechanical (HVAC) Permit: Residential 73.00$ Except New Construction
Includes AC/Furnace Combined
Mechanical (HVAC) Fee: New Construction Residential 158.00$ Does Not Include Fireplaces
Mechanical (HVAC) Permit: Commercial 2% of the Contract Price ($73.00
Minimum Fee)
Manufactured Home Permits 250.00$
Plumbing Permit 11.00$ /Fixture ($73.00 Min. Fee)
Sewer Connection Inspection Fee 200.00$
Water Connection Inspection Fee 250.00$
Contractor License Verification 5.00$ /Permit
Surface Water Management Plan (if applicable and
not covered in Site Performance or Development
Contract Escrow)
Contractor Lead Certification Verification 5.00$ /Permit
Contractor License 50.00$
Metropolitan Council SAC (Sewer Availability Charge)Per Met Council
Water Meter City Cost plus $50.00
MXU Unit City Cost plus $50.00
Water Meter + MXU Unit City Cost plus $50.00
Touch Pad 18.00$
Curb Stop Covers 70.00$
Septic Installation or Repair Permit 250.00$
Septic Pumping Permit 10.00$
Demolition Permit 73.00$
Lawn Sprinkler/Irrigation System Permit 73.00$
Irrigating or Watering of New Landscaping Permit (Sod -$ No Fee
or Seed)
Driveway Replacement Permit 73.00$
Sign Permit: Existing Billboard 85.00$ /Year
Sign Permit: Permanent See Building Fee Table
Sign Permit: Sandwich Board 35.00$
Sign Permit: Temporary (portable/banner) 35.00$ /Term
Storm Pond Aeration Permit 150.00$
All permits issued are subject to applicable State surcharge fees.
* Inspections made outside of normal business hours is a three-hour minimum charge.
**
*** Actual costs include administrative and overhead costs.
ESCROW DEPOSITS
a. Driveway - $1,000.00
b. Exterior Concrete - $1,000.00
Fee Refund – Per applicant request, City staff may refund permit fees up to 80% for voided permits. Plan
review fees and state surcharge fees are non-refundable. No refund shall be provided if permit has expired.
Or the total hourly cost to the jurisdiction, whichever is greatest. This cost shall include supervision,
overhead, equipment, hourly wages, and fringe benefits of the employees involved.
An escrow may be required, as determined by the City Engineer, to cover all costs incurred by the City for plan
revision and construction observation.
In order to obtain a Certificate of Occupancy, escrow deposits shall be collected if exterior work cannot be
completed due to inclement weather, as determined by City Staff, whereupon a Temporary Certificate of
Occupancy would be issued subject to the execution of an escrow agreement and payment thereof. Any
unfinished work must be completed within six months (weather permitting) from the date of issuance. The
following escrow amounts are hereby established:
c. As-built Surveys - $1,000.00
d. Stucco (final coat only) - $1,000.00
e. Garage Floor - $1,000.00
f. Landscaping - $2,500.00 (landscaping may be escrowed year-round per City Staff)
g. Other – Determined by City staff at a rate of 125% of the actual improvement costs
Escrow deposits will be charged a $100.00 non-refundable administrative fee.
Escrow deposits can be submitted through one of the following procedures:
a.
b.
A partial release, of a multi-item escrow, will be charged a $75.00 non-refundable administrative fee.
RIGHT-OF-WAY MANAGEMENT
Excavation Permit Fees
150.00$
70.00$ /100 Lineal Feet plus Hole Fee
Obstruction Permit Fee
50.00$ Plus $0.50/ Lineal Foot
Permit Extension Fee
Includes administration, recording & review 55.00$
Delay Penalty
60.00$
Degradation Fee
Degradation Fee Formula:
The title company or lending institution can hold the escrow upon execution of an agreement
signed by both the title company or lending institution and the City.
Hole (includes administration, plan review,
inspection, testing and mapping)
Trench (includes administration, plan review,
inspection, testing & mapping)
Includes administration, recording, review &
inspection
For up to three days of non-completion and non-
prior notice before specified date. After three days
an additional charge of $10.00 per day will be
levied.
Escrow can be paid to the City upon execution of an agreement signed by both the payee and the
City.
overlays and seal-coats applied to the surface. The formula includes life expectancy
schedules for each and has an estimated cost per square yard based on the quality of the
right-of-way surface required for different levels of traffic. This formula creates a
degradation fee which is determined by the cost per square yard for street, overlay, and
seal-coat, multiplied by the depreciation schedule, multiplied by the area of the street
patch.
This formula covers degradation for depreciation caused by intrusion into the right-of-
way. The depreciation applies to the original surface of the right-of-way and to the
Degradation Fee:
UTILITY FEES
Water Utility Rates
Residential
Base Fee 25.00$ /Quarter/REU*
Consumption Fee
0 - 20,000 Gallons 2.19$ /Thousand Gallons
20,001 - 40,000 Gallons 2.43$ /Thousand Gallons
40,001 - 80,000 Gallons 3.04$ /Thousand Gallons
80,001 - 120,000 Gallons 3.65$ /Thousand Gallons
Over 120,000 Gallons 4.26$ /Thousand Gallons
Non-Residential
Base Fee 25.00$ /Quarter/REU*
Consumption Fee
0 - 20,000 Gallons 2.19$ /Thousand Gallons
20,001 - 40,000 Gallons 2.43$ /Thousand Gallons
Over 40,000 Gallons 2.75$ /Thousand Gallons
Non-Residential Irrigation**
Consumption Fee
0 - 40,000 Gallons 3.04$ /Thousand Gallons
40,001 - 80,000 Gallons 3.65$ /Thousand Gallons
Over 80,000 Gallons 4.27$ /Thousand Gallons
*REU = a residential equivalent connection:
1. Residential - a single housing unit
2. Non-Residential - per Met Council Service Availability Charge Procedures Manual
**Non-Residential users with irrigation systems that do not have a separate irrigation meter
will be charged at residential rates until such time that a separate irrigation meter is installed
and inspected.
Sewer Utility Rates
Metered Sewer
Base Fee 61.48$ /Quarter/REU*
Consumption Fee
Over 10,000 Gallons (based
on winter average) 1.18$ /Thousand Gallons
(cost per square yard for street overlay and seal-coat x depreciation schedule rates) x
area of street patch = degradation fee
Flat Sewer 72.52$ /Quarter/REU*
*REU = a residential equivalent connection:
1. Residential - a single housing unit
2. Non-Residential - per Met Council Service Availability Charge Procedures Manual
Storm Water Utility Rates
Quarterly Base Rate
Residential Fee 12.00$ /Parcel
Non-Residential Fee 175.00$ /Acre of Impervious ($12.00
minimum)
Late Penalty 10% of Unpaid Balance, Assessed per
Billing Cycle
Non-Payment Certification Fee 30.00$
Meter Testing (Our Cost, Delivered to Minneapolis) 100.00$ 5/8" - 3/4" Meter Test
150.00$ 1" Meter Test
250.00$ 1-1/2" - 2" Meter Test
Water Meter Rental 600.00$ Deposit
25.00$ /Month
Additional Accessories 25.00$ /Month
Water Usage Fee 5.00$ /Thousand Gallons
Water Use Violation 25.00$ 1st Violation
50.00$ 2nd and Subsequent Violations
Trunk Charge
Sanitary Sewer 1,801.00$ /Unit
Water 2,588.00$ /Unit
Availability Charge
City Trunk Utility Connection Fees - the Trunk Utility Connection Fee consists of two components: a Trunk
Charge and an Availability Charge.
The trunk charge shall be paid at the time of subdivision approval or at the time of hook-up,
whichever is first. Residential trunk charges are based on one unit per dwelling unit.
Commercial/Industrial/Institutional (CII) trunk charges are based on a factor of 2.92 units per acre.
For residential properties, the availability charge shall be paid at the time of subdivision approval or
at the time of hook-up, whichever is first. Commercial/Industrial/Institutional availability charges
shall be paid at the time of building permit. Fees are based on the number of sanitary access charge
(SAC) units assigned by Metropolitan Council Environmental Services (MCES). Residential uses shall
be assigned one unit per dwelling unit unless otherwise noted by MCES.
City Sewer (CSAC)1,686.00$ /SAC Unit
City Water (CWAC)1,628.00$ /SAC Unit
The Lateral Service Connection Fee shall be in addition to the City Trunk Utility Connection Fees.
Lateral Service Connection Fees
Sanitary Sewer 80.10$ /Front Foot
Watermain 75.10$ /Front Foot
REU = a residential equivalent connection:
1. Residential – a single housing unit
2. Non-Residential REU = per Met Council Service Availability Charge Procedures
Manual
Surface Water Management
Fee Charge per Acre
of Development
CULVERT PRICES
All culvert prices are based on market prices and include tax & delivery and 15% administration fee.
LAND USE
Fees
Alternative Urban Area-wide Review (I-35E AUAR)325.00$ /Acre
$8,217.00 $11,051.00 $12,241.00
Fees are based on developable land in accordance with the policy provisions established in Resolution No. 92-
70. Credits may be earned for sub-watershed trunk improvements.
To be charged at the time of land use approval for
projects within the I-35E Corridor AUAR area that
If the lot or tract of land, or portion thereof, to be served by a lateral connection has not been
assessed for the cost of construction, then the applicant shall pay, upon hook-up, a lateral
connection in accordance with Resolution No. 02-149 (Bisel Amendment) based on the following
front foot charges:
Vacant Buildings: Owners of a commercial/industrial building(s) connected to City water and/or sewer utilities
that are vacant due to business closures or other reasons may apply to have the number of billed REU’s
reduced to one (1) REU for purposes of calculating utility fees effective from the date the building(s) were
vacated for as long as the building(s) remain unoccupied. When the building(s) again becomes occupied the
owner must inform the City of such occupation, at which time the number of REU’s will be determined and
utility fees assessed according to the current fee structure. (Ordinance No. 06-13, passed 8-26-13)
Single/Two Family
Lots
Multi Family
Lots
Commercial/Industrial/
Institutional Property
Administrative Permit 73.00$
Zoning Confirmation Letter 75.00$
Escrow Deposits (Application Fee Required With Each Submittal)
Application Fee 200.00$
Comprehensive Plan Amendment 5,000.00$ 40 Acres or Less
7,500.00$ Over 40 Acres
Conditional Use Permit 1,000.00$ Residential/Rural
7,500.00$ Commercial/Industrial/
Institutional
Environmental Review 12,500.00$
Interim Use Permit 7,500.00$
Ordinance Amendment
Map Amendment (Rezone) 1,500.00$ 40 Acres or Less
5,000.00$ Over 40 Acres
Text Amendment 1,500.00$
Planned Unit Development 5,000.00$ General Concept Plan
12,500.00$ Preliminary Plan
7,500.00$ Final Plan
Site Plan Review 7,500.00$
Subdivision
Concept Plan Review 1,500.00$
Minor Subdivision 3,000.00$
Preliminary Plat 5,000.00$ Less than 5 Acres
7,500.00$ 5-40 Acres
12,500.00$ Over 40 Acres
Final Plat 1,500.00$ Less than 5 Acres
5,000.00$ 5-40 Acres
7,500.00$ Over 40 Acres
Vacation (Street, Utility, Drainage) 1,500.00$
Variance or appeal 750.00$
(no fee for Transient Merchant if issued
by City Clerk)
An escrow account shall be established as indicated above to cover all expenses incurred by the City as part of
the plan review. In the case of applications including multiple requests the highest escrow deposit amount will
be the only one initially required. The applicant is responsible for all costs incurred by the City during plan
review. If the escrow account drops below 10% of the original deposit amount the City will require the
require preliminary plats; conditional use permits;
site and building plans; and planned unit
developments. Once paid, the same land will not
be charged again.
DEVELOPMENT FEES
GIS Mapping Fee 90.00$ /Lot
Park Dedication
2,600.00$ /Acre
Residential 3,500.00$ /Unit
Tree Preservation Mitigation Fee 500.00$ /Tree
Street Lighting Operation Fee (New Development)120.00$
ECONOMIC DEVELOPMENT ASSISTANCE
Tax Increment Financing or Tax Abatement 12,500.00$ Escrow Deposit
Tax Exempt Financing 2,500.00$
STAFF TIME
Rob Rafferty, Mayor
ATTEST:
Roberta Colotti, CMC, City Clerk
submittal of an additional escrow deposit sufficient to cover any anticipated expenses. Upon City
determination that the project is complete or expired, the City will return the remaining escrow deposit to the
applicant.
Commercial/Industrial/Assisted-Living/Skilled
Nursing
/Light ($8/mo/light x 15
months)
Application Fee, plus 1%
Administration Fee
Staff time for chargeable event/projects shall be charged as the employee’s hourly rate of pay plus benefits
plus calculated overhead costs (when applicable). Overtime will be charged at 1.5 times the calculated hourly
rate.
LATE FEE
Late penalty fee: a late charge of 10% or $25.00, whichever is greater, will be charged for fees not paid when
due.
Section 2. Effective Date of Ordinance. This ordinance shall be in force and effect on January 1, 2025 and
from and after its passage and publication according to the Lino Lakes City Charter.
Adopted by the Lino Lakes City Council on this 12th day of November, 2024.
CITY OF LINO LAKES
RESOLUTION NO. 24-147
APPROVING SUMMARY PUBLICATION OF ORDINANCE 16-24
WHEREAS, the City Council approved Ordinance No. 16-24, Repeal and Replace of
Chapter 218 (Fee Schedule) for first reading on October 28, 2024 and second reading and final
passage on November 12, 2024; and
WHEREAS, Ordinance 16-24 is lengthy and MN Statute 412.191 allows the City to publish
a summary of an ordinance; and
WHEREAS, the City Council has determined that the summary clearly informs the public
of the intent and effort of the ordinance; and
WHEREAS, the publication in the official newspaper will include a notice that a full printed
copy of the ordinance is available at City Hall.
NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the
summary of Ordinance 16-24 in Attachment A is approved for publication according to state law
and the City Charter.
Adopted by the City Council of the City of Lino Lakes this 12th day of November, 2024.
___________________________
Rob Rafferty, Mayor
ATTEST:
___________________________
Roberta Colotti, CMC, City Clerk
ATTACHMENT A, RESOLUTION 24-147
CITY OF LINO LAKES
SUMMARY OF ORDINANCE NO. 16-24
REPEAL AND REPLACE OF CHAPTER 218 (FEE SCHEDULE)
The City of Lino Lakes ordains the following:
Section 1. Findings. Pursuant to Minnesota Law, the Lino Lakes City Charter, and the
Lino Lakes City Code, a fee schedule for city services and licensing is hereby adopted as
follows:
2025 FEE SCHEDULE
• Alcoholic Beverages
• Amusement & Commercial Recreation
• Business & Miscellaneous
• Fire Regulations
• Police Fees
• Rentals & Reservations
• Building – Construction Utilities
• Escrow Deposits
• Right-Of-Way Management
• Utility Fees
• Culvert Prices
• Land Use
• Development Fees
• Economic Development Assistance
• Staff Time
• Late Fee
Section 2. Effective Date of Ordinance. This ordinance shall be in force and effect on
January 1, 2025 and from and after its passage and publication according to the Lino
Lakes City Charter.
Passed by the Lino Lakes City Council on November 12, 2024.
This is a summary of the adopted ordinance. A full printed copy of the ordinance is
available at City Hall.
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CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 3A
STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager
MEETING DATE: November 12, 2024
TOPIC: Appointment of Interim City Administrator and Approval of
Employment Agreement
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
The City Council is being asked to approve the appointment of the Interim City Administrator position
and the associated Employment Agreement.
BACKGROUND
City Administrator Sarah Cotton will be resigning from the City effective November 15, 2024. To
facilitate a seamless transition, staff recommends the interim appointment of David Pecchia to the
position of Interim City Administrator until a permanent replacement can be identified and appointed by
the Council.
Pecchia has over 35 years in public safety and community service experience. He served as the Lino
Lakes’ Public Safety Director and Police Chief from 1993-2010. He served as the Interim City
Administrator for the City of Lino Lakes in 1998. He was also the Executive Director of the MN Chiefs of
Police Association from 2010-2013.
With the Council’s approval, Pecchia would start in the position of Interim City Administrator on
November 18, 2024.
RECOMMENDATION
Approve the appointment of David Pecchia for the Interim City Administrator position and the
associated Employment Agreement.
ATTACHMENTS
Employment Agreement
INTERIM CITY ADMINISTRATOR EMPLOYMENT AGREEMENT
THIS INTERIM CITY ADMINISTRATOR EMPLOYMENT AGREEMENT, entered into this 12th day of
November, 2024, by and between THE CITY OF LINO LAKES, a Minnesota municipal corporation (“City”)
and DAVID J. PECCHIA (“Interim City Administrator”).
RECITALS
WHEREAS, the City wishes to retain the services of an Interim City Administrator to perform the
general duties of the City Administrator, as the duties may be determined by the City Council from time
to time, for the time-limited, temporary, interim period; and
WHEREAS, the Interim City Administrator has indicated that he is qualified and willing to accept
and perform the job responsibility as Interim City Administrator subject to the terms of this Interim City
Administrator Employment Agreement.
NOW, THEREFORE, for good and valuable mutual consideration, and with the intent of being
legally bound, the City and Interim City Administrator agree as follows:
1. EMPLOYMENT. Upon the terms and conditions set forth in the Interim City Administrator
Employment Agreement, the City hereby contracts with David J. Pecchia, to perform the duties
of Interim City Administrator.
2. TERM OF EMPLOYMENT AGREEMENT. The Employment Agreement shall commence on Monday,
November 18, 2024, and will continue until such employment is terminated in accordance with
Paragraph 6.
3. DUTIES. For the purposes of this agreement, the parties understand and agree that the Interim
City Administrator shall provide oversight and management of city operations and support to the
Mayor and City Council as described in the City Administrator job description and such other
legally permissible and proper duties and functions as the City shall from time-to-time assign.
Although encompassing the full range of responsibilities within the City Administrator job
description, the City shall identify, and the parties shall agree on priorities for the Interim City
Administrator consistent with the interim, temporary nature of the position. It is understood
that the position of City Administrator requires attendance at evening meetings. The Interim City
Administrator will have the additional responsibility of assisting the City Council with the
recruitment, screening, and employment of a permanent City Administrator for the City. The
Interim City Administrator shall be subject to the City of Lino Personnel Policy, except as
otherwise stated in this agreement.
4. SCHEDULE. The Interim City Administrator will attend all City Council meetings and work
sessions. The Interim City Administrator will schedule himself to be at work in Lino Lakes at
times necessary to fulfill the job responsibilities, in consultation with the City Council, but not to
exceed 40 hours per week.
5. COMPENSATION/BENEFITS. In consideration of his performance of the duties required of him by
his Employment Agreement, the Interim City Administrator will be compensated at the rate of
$80 per hour of service. The Interim City Administrator will log time in the city’s electronic
timekeeping system and will be paid on the normal payroll schedule.
The Interim City Administrator’s compensation shall be subject to federal and state income tax
withholding, FICA, and Medicare deductions. As a temporary employee, the Interim City
Administrator’s compensation will not be subject to deductions for PERA. The position of
Interim City Administrator is an executive, exempt position under the Fair Labor Standards Act
and shall not be eligible for cash overtime or compensatory time in lieu of overtime. The Interim
City Administrator shall earn Earned Sick and Safe Time (ESST) leave at a rate of one hour of ESST
per 30 hours worked, which may be used in accordance with state law.
In recognition of the fact the Interim City Administrator’s employment is temporary, the Interim
City Administrator shall not be eligible for, nor shall he receive any fringe benefits from the City
of City of Lino Lakes except as enumerated in the preceding paragraph. Therefore, by way of
example and without limitation, the Interim City Administrator shall not be eligible for group
insurance benefits, paid holidays, vacation, PTO, severance, or City retirement benefits.
6. EMPLOYMENT-AT-WILL/TERMINATION. Notwithstanding any statute, ordinance, or rule, the City
and Interim City Administrator acknowledge and agree that the position of Interim City
Administrator is an employee-at-will position of a temporary nature. Neither the Interim City
Administrator nor the City is bound to continue the employment relationship if either chooses,
at its will, to end the relationship at any time, with or without cause. Neither party shall be
entitled to any type of hearing to appeal or challenge the determination of the other party to
terminate the employment relationship.
The City shall be required to give the Interim City Administrator not less than fourteen (14) days
advance written notice of termination of employment. The Interim City Administrator shall
provide to the City fourteen (14) days written notice of his intention to voluntarily terminate his
employment with the City, unless the City agrees to decrease the amount of notice time.
The Interim City Administrator agrees that he will not voluntarily terminate this Employment
Agreement within two (2) months of the commencement date listed in Paragraph 2.
7. INDEMNIFICATION. The City will defend and indemnify the Interim City Administrator pursuant
to Minn. Stat. 466.07 and 465.76. In addition, the City will defend, hold harmless, and indemnify
the Interim City Administrator from all claims based on tort, civil damages, penalties, fines, and
claims based on violation of statutes, ordinances, and rules, provided that he was acting in good
faith in the performance of the duties of the position.
8. GENERAL PROVISIONS:
i) NOTICES. All notices, requests, and demands given to or made pursuant to this Employment
Agreement shall be in writing and personally delivered or mailed, postage prepaid, as
follows:
To the City:
Human Resources and Communications Manager, City of Lino Lakes, 600 Town Center Pkwy,
Lino Lakes, MN 55014
To the Interim City Administrator:
David J. Pecchia, 7609 Peltier Lake Drive, Lino Lakes, MN 55038
ii) COMPLETE AGREEMENT. This agreement constitutes the entire agreement between the
parties and supersedes any prior oral or written agreements between the parties. This
Agreement can only be modified by written agreement of both parties. This Agreement shall
be interpreted in accordance with the laws of the State of Minnesota. If the parties disagree
upon the interpretation of this Agreement, and cannot resolve their differences in good faith,
the parties agree to request mediation from the Minnesota Bureau of Mediation Services.
Each party will be responsible for its own attorney fees, and the parties will split equally any
other mediation fees.
iii) LEGALITY. The parties covenant and agree that the provisions contained herein are
reasonable and not known or believed to be in violation of any federal or state law or
regulation. In the event a court of competent jurisdiction finds any provision contained herein
to be illegal or unenforceable, such court may modify such provisions to make them valid and
enforceable. Such modification shall not affect the remainder of this Agreement which shall
continue at all times to be valid and enforceable. No payment may be made under this
agreement in excess of the maximum amount permitted by applicable law.
CITY OF LINO LAKES
______________________________
Rob Rafferty, Mayor
_____________________________
Roberta Colotti, City Clerk
INTERIM CITY ADMINISTRATOR
_____________________________
David J. Pecchia
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CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 3B
STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager
MEETING DATE: November 12, 2024
TOPIC: Consider Appointment of Paid On-Call Firefighter
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
The City Council is being asked to approve the appointment of Richard LaDoucer to the Paid On-
Call Firefighter position within the Public Safety Department.
BACKGROUND
Staff has completed the recruitment process, provided a conditional offer, and is
recommending the approval of LaDoucer for the Paid On-Call Firefighter position.
LaDoucer will be stationed at Fire Station 2. Currently, the City has eleven firefighters at Fire
Station 1 and eleven firefighters at Fire Station 2. Fully staffed would be twenty firefighters at
each station.
The starting wage for LaDoucer will be $21.79 per hour. LaDoucer will be eligible for an annual
cost of living (COLA) adjustment and upon completion of 5 years of service will be eligible for a
step increase.
With the Council’s approval, LaDoucer would start as a Paid On-Call Firefighter on November
18, 2024.
RECOMMENDATION
Please approve the appointment of Richard LaDoucer to the Paid On-Call Firefighter position.
ATTACHMENTS
None
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CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 3C
STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager
MEETING DATE: November 12, 2024
TOPIC: Paid On-Call Fire Lieutenant Promotion
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
The City Council is being asked to approve the appointment of Luke Evens for the Paid On-Call
Fire Lieutenant position at Fire Station #2.
BACKGROUND
Previous Fire Lieutenant, Jon Stalker, was promoted to Paid On-Call District Chief, creating a
vacancy. Staff has completed an internal recruitment process, provided a conditional offer, and
is recommending the approval of Luke Evens for the Paid On-Call Fire Lieutenant position.
Evens has over five years of experience. He has served the Lino Lakes’ Public Safety Fire team
since November 2018 as a Firefighter/EMT.
The hourly rate of pay would remain the same for Evens. However, he would now receive a
monthly stipend of $225 as a Fire Lieutenant. With the Council’s approval, Evens would start in
the position of Paid On-Call Fire Lieutenant on November 15, 2024.
RECOMMENDATION
Approve the appointment of Luke Evens for the Paid On-Call Fire Lieutenant position at Fire
Station #2.
ATTACHMENTS
None
1
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 4A
STAFF ORIGINATOR: John Swenson, Public Safety Director
MEETING DATE: November 12, 2024
TOPIC: Donation of Fitness Equipment
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
A community member approached staff regarding the donation of fitness equipment. Staff is
seeking Council authorization to accept the donated fitness equipment.
BACKGROUND
A community member, Bruce Lee, has offered to donate the following equipment:
1. Bodyweight Dip Stand – brand unknown – estimated value $50.00
2. Kettle Bells (16 kg, 24 kg, 28 kg, and 32 kg) – brand unknown – estimated value $100
3. Ab Straps – brand unknown – estimated value $20
4. Century Body Opponent Bag – estimated value $2000
If authorized to accept the donation, items 1 through 3 will be used in the Public Safety Fitness
Room, while item 4 will be used in police use of force training.
Attached are photos of the equipment.
RECOMMENDATION
Staff recommends accepting the donation of listed equipment.
ATTACHMENTS
Photos of donated equipment
Photos of Equipment
Kettlebells
Dip Stand and Ab Belts
Century Body Opponent Bag
1
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM
STAFF ORIGINATOR: Justin Williams, Public Works Superintendent
MEETING DATE: November 12, 2024
TOPIC: Public Works Facility RFP for Architectural/Engineering Services
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
Staff is requesting City Council consideration to authorize and advertise a Request for Proposals
(RFP) to obtain architectural and engineering services for the construction of a public works
facility.
BACKGROUND
Over the past 10 years, the City has been evaluating the construction of a new public works
building to replace the existing facility at 1189 Main Street. Constructed in 1971, the buildings
are substandard and do not meet the current and future needs of the City. The City Council has
continued to express interest in moving forward with the project.
The proposed project includes construction of a Public Works Facility on approximately 10.0
acres owned by the City of Lino Lakes at 1189 Main St. A site tour of Hugo’s facility was taken in
2022 to establish needs and the scope of the project. The council directed staff to move
forward with obtaining architectural and engineering services in 2023. Staff has since worked
with the finance department to identify potential funding sources. The project was included in
the 5-year plan for a 2026 build. $400,000 from the Building and Facilities fund was identified
for design and expenses in 2025.
The site includes an adjacent 14 acres that includes park improvements and a materials yard.
The project will include a public works facility with vehicle storage, vehicle maintenance, and
office space, with parking lots, commodity bins, access roads, community meeting space, site
work, and utilities. It is anticipated that the new facility will include community meeting space
to accommodate election precinct operations, senior events, educational and training
functions. The expected budget for this project is approximately $16,400,000.
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RECOMMENDATION
Staff’s recommendation is to approve resolution 24-149 to advertise a Request for Proposals
for Architectural and Engineering services.
ATTACHMENTS
1. Resolution No. 24-149
2. RFP for Architectural and Engineering Services for Lino Lakes Public Works Facilities
3
CITY OF LINO LAKES
RESOLUTION NO. 24-149
AUTHORING REQUEST FOR PROPOSALS FOR ARCHITECTURAL AND
ENGINEERING SERVICES FOR LINO LAKES PUBLIC WORKS FACILITIES
WHEREAS, the City Council has identified the need to construct and new Public Works
Facilities to meet the current and future needs of the community; and
WHEREAS, construction of the new facility is identified in the City’s Five Year Capital
Improvement Plan for construction in 2026; and
WHEREAS, the City Council has directed staff to seek Architectural and Engineering
services to prepare plans and specifications for the making of said improvements;
WHEREAS, the City has prepared a Request for Proposal for Architectural and Engineering
services which includes a project description, scope of work, and general instructions.
NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that staff
is hereby authorized to advertise a Request for Proposals seeking Professional Architectural and
Engineering services for preparation of plans and specifications for the Public Works Facility.
Adopted by the City Council of the City of Lino Lakes this 12th day of November 2024.
___________________________
Rob Rafferty, Mayor
ATTEST:
___________________________
Roberta Colotti, CMC, City Clerk
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Request for Proposals
For
Architectural/Engineering Services
Lino Lakes Public Works Facilities
All responses are due by 4:30 PM, December 14, 2024
1. Invitation
The City of Lino Lakes (“City”) is requesting proposals from architects that possess qualifications
to provide full A/E design and construction services for a proposed new Lino Lakes Public Works
Facility.
The City is seeking Firms that have an established track record of designing public works
facilities. It is the City’s intention to solicit proposals from Firms, evaluate their qualifications,
conduct oral interviews, and negotiate a contract with the preferred Firm. It is the City’s
intention to also contract through a separate RFP for a Construction Manager to assist with the
project development and construction process.
2. Project Description
The City’s main building of the Public Works Facility was constructed in 1971, with several
additional cold storage sheds, salt and brine shed, and mobile office out-building added to the
site since that time. The facility is served by on-site well and septic systems. An initial Site
Analysis and Space Needs study was completed in 2017. The study evaluated two potential site
locations including the existing facility location at 1189 Main Street and a secondary location
adjacent to Fire Station No. 2, 1710 Birch Street. The study identified the need for an initial
construction of 55,000 square feet with the ability to expand approximately 30,000 square feet
to meet the year 2040 space needs. With the development of Water Tower No. 3 and Tower
Park at the Birch Street location, the City is focusing on the existing Public Works site for the
new facility.
The proposed project includes construction of a Public Works Facility on approximately 10.0
acres owned by the City of Lino Lakes at 1189 Main St. The site includes an adjacent 14 acres
that includes park improvements and a materials yard. The project will include a public works
5
facility with vehicle storage, vehicle maintenance, and office space, with parking lots,
commodity bins, access roads, community meeting space, site work, and utilities. It is
anticipated that the new facility will include community meeting space to accommodate
election precinct operations, senior events, educational and training functions. The expected
budget for this project is $16,400,000.
The city would prefer demolition of the existing facility and construction of an all new facility on
the site. Site constraints may require the relocation of city park facilities as part of the design
and construction. The new facility is planned to be substantially completed by December 31,
2026.
3. Scope of Work
The City of Lino Lakes is searching for a Firm that will complete A/E design and construction-
related services through the completion of the project construction. The scope of services shall
include and be broken out into the following phases - conceptual planning and cost estimating,
preliminary site/building layouts, final design, preparation of construction documents, (plans,
specifications, bidding, and contract documents, etc.), bidding administration, and construction
administration for the following:
• Architectural
• Structural Engineering
• Mechanical Engineering (Plumbing/fire protection/HVAC)
• Electrical Engineering (Including low-voltage rough-in)
• Furnishings, Fixtures & Equipment (FF&E) design and specifications
• Landscape Architecture
• Site surveying and Civil site engineering will be provided, as required, by the City’s Consulting
Engineering Firm WSB & Associates.
4. General Instructions
Each Proposal should be clearly marked “PROPOSAL FOR ARCHITECTURAL/ENGINEERING
SERVICES – LINO LAKE PUBLIC WORKS FACILITIES”
A. All proposals should be sent and all questions and correspondence should be directed to the
City of Lino Lakes, Michael Grochala, Community Development Director (651-982-2427) at 600
Town Center Parkway Lino Lakes, MN 55014.
B. All proposals must be received at the City offices no later than 4:30 p.m., Friday, December
14th, 2024 and include six (6) hard copies and one electronic (PDF) copy. The copies shall be
sealed and clearly identified with "Architectural and Engineering Services for a Public Works
Facility RFP” by the submittal deadline.
C. Proposals must be signed by an authorized representative of the company.
6
D. Proposals should be limited to a maximum of 30 pages, including all supporting
documentation.
E. In order to ensure a fair review and selection process, Firms submitting proposals are
specifically requested not to make other contacts with other City staff or Councilmembers
regarding their proposals.
F. The city staff plan to review and analyze all proposals as well as schedule interviews in
December 2024. The City plans to make a final selection by January 31, 2024. Firms will be
required to participate in person for an oral interview to supplement their proposals. The
purpose of the interviews is for clarification to assure full understanding of and conformance to
the solicitation requirements.
Following the completion of the interviews, the Committee will determine which Firm it
believes to be the most qualified to provide A/E services for the proposed project based on the
selection criteria and interviews and enter contract discussions. The Committee will make a
recommendation to award a contract with the successful Firm to City Council.
4. Anticipated Schedule
November 15, 2024 Issuance of Request for Qualifications
December 14, 2024 Qualifications due by 2:00 P.M.
January 10, 2025 Review of Qualifications complete
January 17, 2025 Negotiation of contract with Architect/Engineering
complete
January 24, 2025 Selection of Architect/Engineering approved by City
Council
April 25, 2025 Design completion and bid project
December 31, 2026 Construction complete
5. Proposal Content
Your submission must include the following:
A. Title Page. Show the proposal subject, the name of the proposer’s Firm, address, telephone
number, e-mail address, name of the contact person, and the date.
B. Table of Contents. Include a clear identification of the material by section and page number.
C. Proposing Firm Overview. Describe your Firm’s background and history, including the
number of years in business. Include information about the Firm’s experience performing
similar municipal facilities work.
D. Identification and Qualification of Assigned Personnel.
7
1. Describe your Firm’s capacity for providing architecture, engineering and construction
management services as indicated in this RFP. The ideal Firm should have extensive
experience in municipal architectural engineering design and construction management.
2. Identify key staff, consultants and positions for each of the phases proposed for this
work.
3. Include brief résumé information focusing on project experience that enhances
qualifications for this work.
E. References/examples of a minimum of three (3) projects, specific to similar municipal
building projects, outlining scope of services, project description, and cost completed in the last
5 years.
F. Approach and Work Plan. Proposed approach to the project development and design,
outlining schedule, meetings, critical tasks, and other information that demonstrates how the
Firm intends to manage the overall project design and construction administration.
G. Fee Quotation. Provide the proposed A/E fees for the project. Fees will be in a not to exceed
format broken down by project phase. Clearly identify the basic services included in your fee;
any additional services and additional costs not included in your basic fee; and any
reimbursable expenses with the applicable reimbursable rates. Provide a best estimate of what
the reimbursable expenses costs would be. Include a schedule of hourly rates that would be
used to for work requested in addition to the base not to exceed fees.
6. PROPOSAL EVALUATION:
A. The City intends to retain the services of the Firm evaluated to be best qualified to perform
the work for the City within the required time frame, experience with similar contracts and
clients, extent to which previous clients have found the Firm’s services acceptable, cost of
services, ability to deliver work within budget, and other factors considered. The Firm will be
selected upon the basis of the information provided as requested in this proposal.
B. The City will undertake a preliminary review of all proposals submitted and determine,
which, if any, Firms it will select for interviews. Follow-up with any or all Firms submitting
proposals may occur to gather additional information upon which to make a decision. Any
other pertinent data generated by the City will be considered.
C. The City Council shall make the final selection of the Firm. The final contract award will be
conditioned upon the successful proposer’s complying with all terms and conditions, mutual
agreement about the final work plan, and completion of a contract agreeable to all parties. The
City reserves the right to negotiate and further refine the scope of the work which may affect
the final contract amount.
8
D. The City reserves the right to reject any and all proposals, in whole or in part, to waive any
and all informalities, to disregard all non-conforming, non-responsive or conditional proposals,
to request additional information from a proposer, or to expand the period for submitting
proposals.
7. TERMS AND CONDITIONS:
A. The City reserves the right to reject any or all proposals or to negotiate a contract that is in
the best interest of the City at the absolute and sole discretion of the City Council.
B. The contract for services will require that the Firm selected maintain general liability,
automobile, worker’s compensation, and errors and omissions insurance. The contract will also
contain provisions requiring the selected Firm to indemnify the City and Firm serves at the will
of the City Council and the City Council has the right to terminate the agreement, at its sole
discretion, upon the provision of notice.
1
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 6A
STAFF ORIGINATOR: Katie Larsen, City Planner
MEETING DATE: November 12, 2024
TOPIC: Lino Retail 2.0
i.Consider 1st Reading of Ordinance No. 17-24, Zoning
Ordinance Map Amendment-Rezoning Certain Property from
NB, Neighborhood Business to GB, General Business
ii.Consider Resolution No. 24-142 Approving Preliminary Plat
iii.Consider Resolution No. 24-143 Approving Conditional Use
Permit for Automobile Repair-Minor
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
Staff is requesting City Council consideration of the above listed items.
Review Deadline:
Complete Application Date: September 23, 2024
60-Day Deadline:November 22, 2024
Environmental Board Meeting: October 30, 2024
Park Board Meeting: N/A
Planning & Zoning Board Meeting: October 9, 2024
City Council Work Session: November 4, 2024
City Council Meeting: November 12, 2024
BACKGROUND
The applicant, Java Companies, LLC, is proposing to plat and develop three (3) commercial lots
near Lake Drive, Marketplace Drive, and 77th Street.
The Land Use Application is for the following:
2
• Rezoning
o NB, Neighborhood Business to GB, General Business
• Preliminary Plat
o 3 commercial lots
• Conditional Use Permit
o Auto repair-major and minor for fast oil change facility
• Site & Building Plan Review
• Vacation
o Portion of 77th Street
This staff report is based on the following information:
• Narrative prepared by Java Companies received September 9, 2024
• Preliminary Plat prepared by Design Tree dated September 9, 2024
• Civil Plan Set prepared by Design Tree dated September 4, 2024
• Landscape Plan prepared by Plan-Type dated August 2, 2024
• Architectural Plans prepared by Lampert Architects dated September 6, 2024
• Final Stormwater Management Study prepared by Design Tree dated July 16, 2024
• Geotech Sketch and Logs prepared by Braun Intertec dated August 27, 2024
• Traffic Impact Study prepared by Alliant dated September 23, 2024
ANALYSIS
Existing Site Conditions
The 5 acre site includes the redevelopment of six (6) existing lots along the west side of Lake
Drive. Two (2) of the lots north of 77th Street are owned by the City of Lino Lakes and was
temporarily used for community gardens. Four (4) of the lots south of 77th Street are
commercially zoned lots that either had or currently have single family dwellings. The developer
will acquire and remove these dwellings.
Zoning and Land Use
The 2 lots north of 77th Street are zoned GB, General Business. The 4 lots to the south are
zoned NB, Neighborhood Business. These 4 lots will be rezoned to GB, General Business.
The 5 acre site is guided commercial per the City’s 2040 Comprehensive Plan.
Current Zoning GB, General Business
NB, Neighborhood Business
Existing Land Use Vacant Commercial
Single Family Residential
Future Land Use per 2040 Comp Plan Commercial
3
Utility Staging Area 1A=2018-2025
Surrounding Zoning and Land Use
Direction Zoning Existing Land Use Future Land Use
North GB, General Business Commercial Commercial
South NB, Neighborhood
Business
Single Family
Residential Commercial
East
GB, General Business
R-4, High Density
PUD
Commercial
Rural Residential
Multi-family
Commercial
Planned
Commercial/Residential
West
R-1, Single Family
NB, Neighborhood
Business
Residential Commercial
Subdivision Ordinance
Conformity with the Comprehensive Plan and Zoning Code
The preliminary plat is consistent with the comprehensive plan for commercial development
and zoning code requirements for GB, General Business with minor revisions as detailed in this
staff report and resolutions.
Blocks and Lots
The proposed preliminary plat contains the following lots:
Parcel Acres Purpose
Lot 1, Block 1 1.61 acres Retail (auto parts sales)
Lot 2, Block 1 1.41 acres 3 unit multi-tenant retail building
Lot 1, Block 2 1.32 acres Fast oil change facility
77th Street 0.56 acres Vacated road right-of-way
Lake Drive 0.11 acres Dedicated road right-of-way
TOTAL 5.01 acres
An additional 10ft of road right-of-way along Lake Drive at the south of the plat is being
dedicated as required.
4
Streets and Alleys
CSAH 23 (Lake Drive) is an A-Minor Arterial Reliever county road. A raised median exists from
the American Legion south past I-35W. A signalized intersection exists at Marketplace Drive. No
additional access points or driveways are allowed onto Lake Drive along this section.
77th Street is a minor collector local road. The section of 77th Street within the proposed plat
will be vacated.
Marketplace Drive will be extended west and connect to Marilyn Drive and 77th Street. The City
Engineer (WSB) has completed the plans and specs for this street reconstruction and utilities
project. The City will construct and install utilities in conjunction with the platting and
commercial development project.
The American Legion (7731 Lake Drive) currently has a “frontage road” that was intended to
provide additional access to the lots to the south. Staff consulted with the American Legion and
they did not feel the additional access was needed. An existing city stormwater basin also exists
at the end of the frontage road adding site constraints to the possible frontage road extension.
Staff suggests a future shared driveway be considered along the west lot line of the American
Legion and Lino Retail 2.0.
There are no other public roads being proposed with the development. A shared driveway
from between Lot 1 and Lot 2, Block 1 is provided. A shared driveway agreement will be
required here as well as between Lot 1, Block 2 south.
Easements
Standard drainage and utility easements at least 10 feet wide shall be provided over the lot
lines and stormwater management facilities.
Public Land Dedication
The City will collect cash fee in lieu of land dedication for commercial development at the time
of final plat.
Lino Retail 2.0
4.34 acres x $2,600 per acre = $11,284
Site and Building Plan Review
The attached Site and Building Plan Review Worksheets were completed for each lot and
building to determine zoning code compliance regarding lot sizes, setbacks, architecture,
5
lighting and off-street parking. In general, the proposed development is compliant with minor
revisions as noted.
Site Plan
Building A
Building A on Lot 1, Block 1 is approximately 7,450 sf and is a proposed retail auto parts store.
The site has shared access from Lot 2, Block 1. An existing stormwater basin is along Lake Drive
and new infiltration basin is proposed along the south lot line.
Building B
Building B on Lot 2, Block 1 is approximately 6,000sf and is a proposed 3 unit multi-tenant retail
building. A new infiltration basin is proposed along the south lot line. Sidewalk exists on the
south side of the lot that aligns with the crosswalk and existing sidewalk on the east side of
Lake Drive. The end users are not known at this time; however, a retail drive-through user is
proposed.
Drive-through service facilities are accessory uses. Per City Code Section 1007.132(7):
(c) Drive-through service facilities:
1. At least 120 feet of segregated passenger motor vehicle stacking must be provided for
the single service lane. Where multiple service lanes are provided, the minimum passenger
motor vehicle stacking may be reduced to 60 feet per lane.
305 feet is single lane stacking is provided.
2. The stacking lane and its access must be designed to control traffic in a manner to
protect the buildings and will not interfere with on-site traffic circulation or access to the
required parking space.
Traffic is controlled and will not interfere with on-site traffic circulation or access.
3. No part of the public street or boulevard may be used for stacking of passenger motor
vehicles or motorcycles.
No public street is used for stacking.
4. The stacking lane, order board intercom, and window placement shall be designed and
located in such a manner as to minimize glare to adjacent premises, particularly residential
premises, and to maximize maneuverability of vehicles on the site.
The stacking lane, order board and window are located adjacent to Lake Drive away from the
residential premises. Maneuverability is maximized.
6
5. The drive-through window and its stacking lanes shall be screened from view of
adjoining residential zoning districts and public street rights-of-way.
The drive-through window is located on the north end of the building, away from residential
zoning districts and public street rights-of-way.
6. A lighting and photometric plan will be required that illustrates the drive-through
service lane lighting and shall comply with § 1007.046.
A photometric plan has been submitted; however, revisions are required to determine
compliance.
Building C
Building C on Lot 1, Block 2 is approximately 1,700sf and is a proposed fast oil change facility. A
new infiltration basin is proposed along the west lot line. A conditional use permit (CUP) is
required in the GB, General Business for auto repair-major and minor. A fast oil change facility
is considered a minor auto repair. The CUP conditions are detailed in Resolution No. 24-143.
Drive-through service facilities are accessory uses. Per City Code Section 1007.132(7):
(c) Drive-through service facilities:
1. At least 120 feet of segregated passenger motor vehicle stacking must be provided for
the single service lane. Where multiple service lanes are provided, the minimum passenger
motor vehicle stacking may be reduced to 60 feet per lane.
60 feet of multiple service lane stacking is provided.
2. The stacking lane and its access must be designed to control traffic in a manner to
protect the buildings and will not interfere with on-site traffic circulation or access to the
required parking space.
Traffic is controlled and will not interfere with on-site traffic circulation or access.
3. No part of the public street or boulevard may be used for stacking of passenger motor
vehicles or motorcycles.
No public street is used for stacking.
4. The stacking lane, order board intercom, and window placement shall be designed and
located in such a manner as to minimize glare to adjacent premises, particularly residential
premises, and to maximize maneuverability of vehicles on the site.
7
The stacking lanes and vehicles face away from the residential lots to the west. There are no
order board and windows on site. Maneuverability is maximized.
5. The drive-through window and its stacking lanes shall be screened from view of
adjoining residential zoning districts and public street rights-of-way.
There is no drive-through window. The stacking lanes will be screened from the residential lots
with a privacy fence and landscaping along the west lot line.
6. A lighting and photometric plan will be required that illustrates the drive-through
service lane lighting and shall comply with § 1007.046.
A photometric plan has been submitted; however, revisions are required to determine
compliance.
Architectural Plans and Exterior Building Materials
The architectural plans and exterior building materials of the 3 buildings complement each
other as well as the Marketplace development on the east side of Lake Drive. Materials include
2 different colors of brick, glass, stone, EIFS, and rock faced block. Colors are browns, tans,
charcoal greys, and black.
The exterior materials, colors, and percentages are compliant with performance standards.
The building heights range from 20 to 24ft which is less than that maximum 45 ft allowed.
Trash enclosure/storage areas are proposed on each site; however, construction details are
required.
Mechanical equipment screening for each building shall be provided.
Grading Plan and Stormwater Management
Per the City Engineer Memo dated October 29, 2024:
Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the
southern and northern lots. Additionally, some stormwater infrastructure is proposed for the
City realignment of Marketplace Drive. Existing and proposed discharge rates are summarized
below.
Pre- and Post- Development Discharge Rates (cfs)
Condition 2-Year 10-Year 100-Year 10-Day Snowmelt
8
Existing 0.00 0.35 5.98 Needed if basins
landlocked
Currently
Proposed 0.00 0.18 4.90 Needed if basins
landlocked
Additional comments/revisions are noted in the attached City Engineer memo.
Public Utilities
The commercial development will be municipally served by a 21” sanitary sewer main along
Lake Drive and a 10” sanitary sewer main along the extended Marketplace Drive.
The commercial development will be municipally served by a 12” watermain along Lake Drive
and a 12” watermain along the extended Marketplace Drive.
Tree Preservation, Mitigation Standards and Landscaping
Staff and the Environment Board will review the tree preservation and landscaping
requirements at their October 30, 2024 meeting. Detailed analysis regarding tree survey, tree
mitigation, open area landscaping, buffer and screen standards, canopy cover, foundation
landscaping, and sod and ground cover standards are not available at this time; however, staff
is confident these requirements can be met.
Staff does note a 6ft high maintenance free privacy fence shall be installed along the west lot
line of all 3 lots to provide proper screening from the residential houses.
Signage
A separate Sign Permit Application with detailed sign information is required for any permanent
or temporary signage. Monument sign plans are proposed for each lot similar to those at
Starbucks and Blue Heron Dental on the east side of Lake Drive. The site plan shall show the
location of the signs.
Impervious Surface Coverage
The allowed maximum impervious surface coverage per lot in the GB, General Business District
is 75%. The Site & Building Plan Review Worksheets show compliance for each lot.
Traffic Study
In August 2020, Anoka County Highway Department completed a CSAH 23 Preliminary Traffic
Analysis from Lexington Avenue to Main Street. The analysis included the intersection of CSAH
23 (Lake Drive) and Marketplace Drive. The proposed preliminary plat and commercial
development is consistent with that plan.
9
The attached City Engineer memo details additional traffic information. The commercial
development meets the requirements for level of service (LOS). Intersections currently operate
at an overall Level of Service (LOS) A for AM and PM peak hour. Build condition overall LOS will
operate at a level A for AM peak hour and level B for PM peak hour. Existing roads and
intersections providing access to the development have the structural capacity to
accommodate projected traffic from the proposed development.
Environmental Assessment Worksheet (EAW)
An EAW is not required for a three (3) lot commercial development.
Wetlands
There are no wetlands on site.
Shoreland District
The site is not located in the Shoreland District.
Floodplain
There is no FEMA floodplain on site.
Additional City and Government Agency Review Comments
Anoka County Highway Department
Anoka County Highway Department provided comments in the attached September 19, 2024
letter.
Public Safety Comments
Lino Lakes Public Safety Department-Police and Fire Divisions reviewed the proposed
commercial development and had no comments.
Economic Development Advisory Committee (EDAC)
EDAC reviewed the application on October 10, 2024. Parking was discussed and it was
explained the three buildings all met parking space requirements.
Planning & Zoning Board
10
The Planning & Zoning Board held a public hearing on October 9, 2024. One person spoke and
was opposed to the rezoning. The Board recommended approval with a 5-0 vote with the
following additional conditions:
1. Windows be added to the east elevation of Building A.
2. The conditional use permit only be allowed for automobile repair-minor.
3. Customer vehicles waiting for repair shall not be parked on-site longer than 24 hours.
Environmental Board
The Environmental Board reviewed the development proposal at their October 30, 2024
meeting and recommended approval with minor revisions.
Agreements
Stormwater Maintenance Agreement
The stormwater facilities will be privately maintained and a Declaration for Maintenance of
Stormwater Facilities will be required.
Development Agreement and Final Plat
The applicant shall submit a Land Use Application for final plat after preliminary plat approval.
A Development Agreement will then be prepared by the City as part of the final plat
application.
Site Improvement Performance Agreement
Site Improvement Performance Agreements will be required for construction of each building.
Comprehensive Plan
Lino Retail 2.0 is consistent with the goals and policies of the comprehensive plan regarding
land use, housing, economic development, transportation, local water management plan,
sanitary sewer, water supply and parks, greenway and trails.
Land Use Plan
The Comprehensive Plan guides this property for commercial use. The three (3) buildings are
consistent with commercial land use.
Housing Plan
11
The goals and policies of Housing Plan are not negatively impacted by the commercial
development.
Economic Development
The three (3) lot commercial development supports the City’s economic development plan.
Transportation Plan
Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and
to reduce unnecessary traffic. CSAH 23 (Lake Drive) is an A-Minor Arterial Reliever county road.
77th Street/Marketplace Drive is a Minor Collector road. The exiting road system can
accommodate the traffic generated by the commercial development.
Local Water Management Plan
The purpose of the water management program is to protect, preserve, and use natural surface
and groundwater storage and retention systems and prevent erosion of soil into surface water
systems. The commercial development will construct stormwater management BMP’s such as
curb, gutter, and stormwater ponds.
Sanitary Sewer Plan
The goal of the sanitary sewer plan is to maintain the city’s residents and businesses with an
affordable and safe sanitary sewer system. The commercial development will be served by an
affordable and safe sanitary sewer system.
Water Supply Plan
A goal of the water supply plan is to provide residents and businesses with affordable potable
water that is safe and of high quality for daily consumption and fire demand. The commercial
development will be served with a safe and high quality water supply.
Parks, Greenways and Trails
A goal and policy of the parks, greenways and trails plan is to continue to development and
fund recreational activities in the City. The City will require cash in lieu of land dedication for
the three (3) new commercial lots.
Findings of Fact
The findings of fact are detailed in the attached ordinance and resolutions.
Vacation (portion of 77th Street)
12
The street vacation of the portion of 77th Street will be processed in a separate staff report.
The City Council will hold the public hearing on November 12, 2024.
RECOMMENDATION
Staff and Boards recommend approval of Lino Retail 2.0.
ATTACHMENTS
1. Site Location & Aerial Map
2. Zoning Map
3. Applicant Narrative
4. Preliminary Plat
5. Civil Plan Set
6. Landscape Plans
7. Architectural Plans
8. City Engineer Memo dated October 29, 2024
9. Environmental Memo dated November 4, 2024
10. Anoka County Highway Department Letter dated September 19, 2024
11. Site and Building Plan Review Worksheet-Building A
12. Site and Building Plan Review Worksheet-Building B
13. Site and Building Plan Review Worksheet-Building C
14. Ordinance No. 17-24 Rezoning
15. Resolution No. 24-142 Preliminary Plat
16. Resolution No. 24-143 Conditional Use Permit
77th St
23
77th St
Legend
Address Labels
Parcels
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Legend
Address Labels
Parcels
Zoning
R - Rural
R-1 - Single Family Residential
R-1X - Single Family Executive
R-4 - High Density Residential
GB - General Business
NB - Neighborhood Business
PSP - Public Semi-Public
PUD - Planned Unit Development
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LINO RETAIL 2.0-NARRATIVE DESCRIPTION
To: Katie A. Larsen, AICP-City Planner-Lino Lakes
From: Mark Krogh, Java Lino Retail 2.0 LLC Date: 9/9/2024 Re: Lino Retail 2.0 Narrative Description
Dear Katie,
The following is a narrative description narrative a description of the proposed project and how it complies with the Marketplace Design Guidelines and what amendments to the guidelines we are requesting if any.
Narrative Description:
The Lino Retail 2.0 project will consist of a 7,200 square foot auto parts retail store, a 6,000 square retail strip center with a drive thru, the tenants for this center are to be determined, but they will be retail in nature and final a 1,800 square foot oil changing business. Our intent is to meet the Design Guidelines, and we believe we have done so without requesting any amendments to the guidelines.
Site Plan:
Attachment 3: Applicant Narrative
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LINO LAKES 2.0
PRELIMINARY PLAT OF
LEGAL DESCRIPTION:
Lot 12 and 13, Block 2, Carole's Estates 2nd Addition, Anoka County, Minnesota.
AND
All that part of the Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 1/4) of Section Eight (8), Township, Thirty-one (31), Range Twenty-two
(22), Anoka County, Minnesota described as follows: Beginning at the Southeast corner of the Southeast Quarter of the Southwest Quarter (SE 1/4
of SW 1/4) of Section Eight (8), thence West on the South line thereof one hundred twenty-two and 88/100 (122.88) feet, thence North twenty
degrees, thirty-eight minutes (20 degrees 38 minutes) East twelve hundred forty-one and three-tenths (1241.3) feet, to the point of beginning of the
tract of land hereby to be described; thence continuing North twenty degrees, thirty-eight minutes (20 degrees 38 minutes) East, a distance of
seventy-one (71) feet, thence Southeasterly to a point on the Westerly line of Trunk Highway No. 8 as same is now laid out and constructed, distance
thirteen hundred twenty (1320) feet Northerly as measured on the Westerly line of said Trunk Highway No. 8, from the point of intersection with the
South line of said Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 1/4), thence Southeasterly along said Westerly line one hundred eight
and six-tenths (108.6) feet; thence Westerly to the point of beginning.
Now known as Lot Four (4), Auditor's Subdivision Number 134, according to the recorded plat thereof and situate in Anoka County, Minnesota.
Excepting therefrom Parcel No; 18, Anoka County Highway Right-of-Way Plat No. 17.
AND
All that part of the Southwest Quarter of Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, described as follows:
Beginning at the Southeast corner of the Southeast Quarter of Southwest Quarter of Section 8, thence West on the South line thereof
121.88 feet, thence North 20 degrees 38 minutes East 1312.3 feet to the point of beginning of the tract of land hereby to be described, thence
continuing North 20 degrees 38 minutes East a distance of 105.9 feet, more or less, to the North line of said Southwest Quarter of Southeast Quarter,
thence East along the North line thereof 369.4 feet, more or less, to the West line of Trunk Highway Number 8 as the same is now laid out and
constructed, thence Southwesterly of the Westerly line of said Highway 146.3 feet, more or less, to a point distant 1320 feet Northerly as measured
along the Westerly line of Highway from its intersection with the South line of said Southwest Quarter of Southeast Quarter, thence Northwesterly to
point of beginning, subject to right of public over the North 33 feet thereof for road purposes, being now known as Lot 3, Auditor's Subdivision
Number 134, Anoka County, Minnesota, together with streets and alleys adjacent thereto, vacated or to be vacated.
AND,
Lot Five (5), Auditor's Subdivision Number 134, Anoka County, Minnesota, excepting therefrom Parcel 19, Anoka County Highway Right-of-Way Plat
No. 17.
AND,
Lot 6, Auditor's Subdivision No 134, excepting therefrom Parcel 20, Anoka County Highway Right-of-Way Plat No. 17, Anoka County, Minnesota.
AND
That part of 77th Street lying in the Southwest Quarter of the Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota,
bounded as follows:
Lying north of Lot 3, AUDITOR'S SUBDIVIONS No. 134, according to the recorded plat thereof, said Anoka County; lying east of the northerly
extension of the West line of said Lot 3; lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded
plat thereof, said Anoka County and lying south of the North line of said Southwest Quarter of the Southeast Quarter.
AND
That part of 77th Street lying in CAROLE'S 2ND ADDITION ESTATES, according to the recorded plat thereof, Anoka County, Minnesota, bounded as
follows:
Lying east of the southerly extension of the west line of Lot 12, Block 2, said CAROLE'S 2ND ADDITION ESTATES; lying south of the south line
of said Lot 12; lying north of the North line of the Southwest Quarter of the Southeast Quarter, Section 8, Township 31, Range 22 and lying west
of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County.
LAND SURVEYOR
DESIGN TREE ENGINEERING & LAND SURVEYING
JONATHAN D. SCHUETTE, LS
MINNESOTA LICENSE NO. 45352
TELEPHONE: (320) 762-1290
ENGINEER:
DESIGN TREE ENGINEERING & LAND SURVEYING
MICHAEL J. GERBER, PE
MINNESOTA LICENSE NO. 56653
TELEPHONE: (320) 762-1290
LOT AREAS:
LOT 1, BLOCK ONE
70,154 SQ. FT+/- OR 1.61 ACRES +/-
LOT 2, BLOCK ONE
61,596 SQ. FT+/- OR 1.41 ACRES +/-
LOT 1, BLOCK 2
57,613 SQ. FT+/- OR 1.32 ACRES +/-
77TH STREET RIGHT OF WAY
24,500 SQ. FT+/- OR 0.56 ACRES +/-
LAKE DRIVE RIGHT OF WAY
4,645 SQ. FT+/- OR 0.11 ACRES +/-
OWNERS:
CITY OF LINO LAKES
MICHAEL A. BROKER AND CATHLEEN J. BROKER
HYLANDER, LLC, A MINNESOTA LIMITED LIABILITY COMPANY
BEVERLY A. ARNDT
= DENOTES COUNTY MONUMENT
= DENOTES FOUND IRON MONUMENT
= DENOTES 1/2 INCH DIAMETER BY 18
INCH LONG IRON PIPE MONUMENT
SET AND MARKED RLS# 45352
PRELIMINARY
PLAT
1 of 1
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
PERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR
REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED LAND SURVEYOR UNDER THE LAWS OF
THE STATE OF MINNESOTA.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
DATE:LICENSE #:
PRINTED NAME:
F:
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PREPARED FOR:
10923008
JAVA COMPANIES
LINO LAKES, MN
CWK
JDS
45352
Jonathan D. Schuette
09/09/24
Surveyor's Note:
1. The underground utilities shown hereon have been located from field survey information and existing record drawings. The surveyor makes no guarantees
that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the
underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information
available. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. The surveyor has
physically located the underground utilities per Gopher State One Call Ticket No. 240100013, 240100015, 240100016 and 240100017.
2. Subject property has 218,508 square feet (5.01 acres) more or less.
3. The survey does not constitute a title search by Design Tree Engineering and Land Surveying to determine ownership or easements of record. For all
information regarding easements, right of way and title of record, Design Tree Engineering and Land Surveying relied upon an title commitments number
060658, 060657, 060661 and 060699 prepared by Servion Commercial Title with a preparation date of October 5, 2023.
4. Field survey was completed by Design Tree on 12/21/2023.
1 INCH = 40 FEET
DEVELOPER:
MARK KROGH
879 SCHEFFER AVE.
ST. PAUL, MN 55102
JAVA COMPANIES, LLC
ZONING: GB
20 FOOT DRAINAGE & UTILITY
EASEMENT PER PLAT OF CAROLE'S
ESTATES 2ND ADDITION
RIM:908.39
INV:889.28
RIM:910.86
INV W:886.83
INV NE:886.83
INV SE:886.78
INV:905.85
RIM:911.08
INV N:906.12
INV SW:906.15
RIM:912.19
INV NE:906.34
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SANITARY MANHOLE
STORM MANHOLE
GATE VALVE
POWER POLE
LIGHT POLE
CATCH BASIN
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
SHRUB
COMMUNICATION PEDESTAL
GUY WIRE
BOLLARD
POWER BOX
ELECTRIC METER
WELL
SANITARY SEWER CLEANOUT
WOOD FENCE
CHAINLINK FENCE
WIRE FENCE
STORM SEWER LINE
SANITARY SEWER LINE
WATERMAIN
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND FIBER
UNDERGROUND ELECTRIC
UNDERGROUND GAS LINE
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
AGGREGATE SURFACING
LANDSCAPING
BUILDING
PLATTED & EXISTING LOT LINES
EXISTING RIGHT OF WAY
EASEMENT LINES
CENTERLINE
BOUNDARY LINE
EDGE OF TREE LINE OR WOODS
EDGE OF WETLAND
APRON
GAS METER
HAND HOLE
CO
W
WATER CURB STOP
ELECTRIC MANHOLE
FLAG POLE
TRAFFIC SIGNAL
BEEHIVE CATCH BASIN
20 FOOT DRAINAGE & UTILITY
EASEMENT PER PLAT OF CAROLE'S
ESTATES 2ND ADDITION
LOT 1
BLOCK ONE
LOT 1
BLOCK TWO
LOT 2
LA
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77T
H
S
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ZONING: GB
ZONING: GB
ZONING: GB
LAND USE: LOW DENSITY RESIDENTIAL, COMMERCIAL
ZONING: NB
ZONING: NB
LAND USE: COMMERCIAL
ZONING: NB
ZONING: NB
ZONING: NB
ZONING: R1
LAND USE: LOW DENSITY RESIDENTIAL
ZONING: R1
LAND USE: LOW DENSITY RESIDENTIAL
ZONING: PUD
LAND USE: PLANNED COMMERCIAL/RESIDENTIAL
ZONING: R4
LAND USE: PLANNED COMMERCIAL/RESIDENTIAL
LA
K
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NOTE: The proposed land use is consistent
with the future land use designation identified
in the 2040 comprehensive plan.
Attachment 4: Preliminary Plat
CO
CO
W
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OH
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OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OH
E
OH
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OH
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OH
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OH
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OHE
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OHE
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OHE
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l
l
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l
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l
l
l
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l
l
l
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l
l
l
l
l
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
RJK
JEA
OHE
LEGEND
HYDRANT
SANITARY MANHOLE
GATE VALVE
POWER POLE
LIGHT POLE
CATCH BASIN
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
SHRUB
PEDESTAL
GUY WIRE
BOLLARD
POWER BOX
ELECTRIC METER
MONITORING WELL
SANITARY SEWER CLEANOUT
WOOD FENCE
CHAINLINK FENCE
WIRE FENCE
STORM SEWER LINE
SANITARY SEWER LINE
WATERMAIN
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND FIBER
UNDERGROUND ELECTRIC
UNDERGROUND GAS LINE
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
AGGREGATE SURFACING
LANDSCAPING
BUILDING
UGT
FO
UGE
GAS
l
W
CO
X
0'40'80'
NOTES:
1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY:
DESIGN TREE ENGINEERING & LAND SURVEYING
120 17TH AVENUE W
ALEXANDRIA, MN 56308
2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND
REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION.
3. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM
AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO
ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE
NOT DAMAGED DURING CONSTRUCTION.
4. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
EXISTING
CONDITIONS
C101
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Attachment 5: Civil Plan Set
CO
CO
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OHE
OH
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OHE
OH
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
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OH
E
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OHE
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OHE
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OHE
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OHE
OHE
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OH
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OH
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OHE
OH
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OH
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OH
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OH
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l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
RJK
JEA
0'30'60'
NOTES:
1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY:
DESIGN TREE ENGINEERING & LAND SURVEYING
120 17TH AVENUE W
ALEXANDRIA, MN 56308
2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND
REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION.
3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST
EXPANSION JOINTS.
4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS.
5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL
MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO
EXECUTING ANY SITE REMOVALS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH
UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING
UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS,
APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF
CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES
DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.
9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM
AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO
ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE
NOT DAMAGED DURING CONSTRUCTION.
10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
11. CITY SHALL RELOCATE EXISTING OVERHEAD UTILITIES. CONTRACTOR
SHALL COORDINATE WITH CITY.
REMOVALS LEGEND
= CURB REMOVAL
= BITUMINOUS PAVEMENT REMOVAL
= CONCRETE REMOVAL
= REMOVAL ITEM
2
CLEAR & GRUB WOODED AREA
REMOVE EXISTING CURB AND GUTTER. COORDINATE WITH CITY TO AVOID
REMOVE EXISTING CONCRETE
REMOVE EXISTING BITUMINOUS PAVEMENT
REMOVE EXISTING BUILDING & ASSOCIATED ITEMS
REMOVAL OF EXISTING CURB & GUTTER BY CITY
REMOVE TREE
REMOVAL OF SIGN BY CITY
PROTECT FENCE
RELOCATION OF UTILITY HAND HOLE (SEE NOTES)
REMOVAL OF BITUMINOUS PAVEMENT BY CITY
RELOCATION OF OVERHEAD UTILITIES (SEE NOTES)
REMOVAL OF TREE BY CITY
REMOVE SANITARY SEWER MANHOLE
REMOVE SANITARY SEWER PIPE
REMOVAL OF HYDRANT BY CITY
REMOVE LIGHT POLE
3
4
5
KEY NOTES:
6
7
8
9
10
11
12
13
14
15
16
REMOVALS PLAN
(NORTH)
C102
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1
5
5
5
1
1
1
4
4
3
3
3
11
17
12
13
13
7
13
7
7
7
6
6
2
2
2
2
8
8
9
9
9
10
10
10
10
11111111
12
12
12
12
13
13
13
13
13
13
14 15
16
17
5
CO
CO
W
OH
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OH
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OH
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OH
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OHE
OH
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OH
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OH
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OH
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OHE
OH
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OH
E
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OHE
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OH
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OH
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OHE
OHE
OH
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OH
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OH
E
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OH
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OHE
OH
E
OH
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OH
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OHE
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E
OH
E
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OH
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OHE
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E
OH
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OH
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OH
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OH
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OH
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OH
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OH
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OH
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OH
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OH
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l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
RJK
JEA
0'20'40'
NOTES:
1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY:
DESIGN TREE ENGINEERING & LAND SURVEYING
120 17TH AVENUE W
ALEXANDRIA, MN 56308
2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND
REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION.
3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST
EXPANSION JOINTS.
4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS.
5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL
MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO
EXECUTING ANY SITE REMOVALS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH
UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING
UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS,
APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF
CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES
DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.
9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM
AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO
ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE
NOT DAMAGED DURING CONSTRUCTION.
10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
11. CITY SHALL RELOCATE EXISTING OVERHEAD UTILITIES. CONTRACTOR
SHALL COORDINATE WITH CITY.
REMOVALS LEGEND
= CURB REMOVAL
= BITUMINOUS PAVEMENT REMOVAL
= CONCRETE REMOVAL
= REMOVAL ITEM
2
CLEAR & GRUB WOODED AREA
REMOVE EXISTING TREE
REMOVE EXISTING CONCRETE
REMOVE EXISTING BITUMINOUS PAVEMENT
REMOVE EXISTING BUILDING & ASSOCIATED ITEMS
REMOVAL OF EXISTING CURB & GUTTER
REMOVE TREE
REMOVE & SALVAGE SIGN
RELOCATION OF OVERHEAD UTILITIES (SEE NOTES)
REMOVE FENCE
REMOVAL OF TREE BY CITY
3
4
5
KEY NOTES:
6
7
8
9
10
11
REMOVALS PLAN
(SOUTH)
C103
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6
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6 6
6
10
10
10
5
9
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OHE OHE OHE OHE OHE OHE OHE
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908
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
SITE PLAN
(NORTH)
C2010'40'80'
LA
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2
3
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D
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BUILDING A
CIT
Y
I
N
F
I
L
T
R
A
T
I
O
N
B
A
S
I
N
CIT
Y
I
N
F
I
L
T
R
A
T
I
O
N
B
A
S
I
N
IN
F
I
L
T
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A
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I
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B
A
S
I
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IN
F
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B
A
S
I
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PROPERTY INFORMATION
NORTH LOT AREA 70,154.8 SF (1.611 AC)
NORTH LOT IMPERVIOUS AREA 33,256.9 SF (0.763 AC)
NORTH LOT IMPERVIOUS COVERAGE 47.4%
MIDDLE LOT AREA 61,595.8 SF (1.414 AC)
MIDDLE LOT IMPERVIOUS AREA 36,769.0 (0.844 AC)
MIDDLE LOT IMPERVIOUS COVERAGE 59.7%
SOUTH LOT AREA 38,470.9 SF (0.883 AC)
SOUTH LOT IMPERVIOUS AREA 22,287.3 (0.512 AC)
SOUTH LOT IMPERVIOUS COVERAGE 57.9%
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OH
E
OHE
OH
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
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OHE
OHE
OH
E
OH
E
OHE
OH
E
OHE
OHE
OH
E
OHE
OHE
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OHE
OH
E
OH
E
OH
E
OHE
OHE
OHE
OH
E
OH
E
OH
E
THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
PARKING INFORMATION
BUILDING A -
PARKING STALLS 38 STALLS
ACCESSIBLE STALLS 2 STALLS
TOTAL STALLS 40 STALLS
BUILDING B -
PARKING STALLS 39 STALLS
ACCESSIBLE STALLS 2 STALLS
TOTAL STALLS 41 STALLS
PROPERTY INFORMATION
DEVELOPMENT AREA 3.03 AC
EXISTING IMPERVIOUS AREA 0.28 AC
PROPOSED IMPERVIOUS AREA 1.607 AC
DISTURBED AREA 2.76 ±AC
PROPOSED SITE LEGEND
LIGHT DUTY BITUMINOUS PAVEMENT
HEAVY DUTY BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
CURB AND GUTTER
TIPPED CURB AND GUTTER
RETAINING WALL
CHAINLINK FENCE
WOOD/VINYL (PRIVACY) FENCE
TRAFFIC CONTROL SIGNAGE
PAINTED DIRECTIONAL ARROW
PAINTED ACCESSIBLE PARKING SYMBOL
0'30'60'
NOTES:
1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE,
EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR
TO CONSTRUCTION.
3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR.
4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN
COLOR.
5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND
SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY
REQUIREMENTS.
6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES
DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.
7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
8. CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE
PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.
9. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN
FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.
10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
1
2
RIBBON CURB
B612 CURB AND GUTTER
CURB TRANSITION
PARKING STRIPING
CURB STOP
ACCESSIBLE PARKING MARKINGS
TRASH ENCLOSURE
3
4
5
KEY NOTES:
6
7
SITE PLAN
(NORTH)
C202
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THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
PARKING INFORMATION
PARKING STALLS 8 STALLS
ACCESSIBLE STALLS 1 STALLS
TOTAL STALLS 9 STALLS
PROPERTY INFORMATION
TOTAL PROPERTY AREA 0.88 AC
DISTURBED AREA 0.85 ±AC
EXISTING IMPERVIOUS AREA 0.06 AC
PROPOSED IMPERVIOUS AREA 0.512 AC
PROPOSED SITE LEGEND
LIGHT DUTY BITUMINOUS PAVEMENT
HEAVY DUTY BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
CURB AND GUTTER
TIPPED CURB AND GUTTER
RETAINING WALL
CHAINLINK FENCE
WOOD/VINYL (PRIVACY) FENCE
TRAFFIC CONTROL SIGNAGE
PAINTED DIRECTIONAL ARROW
PAINTED ACCESSIBLE PARKING SYMBOL
0'20'40'
NOTES:
1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE,
EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR
TO CONSTRUCTION.
3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR.
4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN
COLOR.
5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND
SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY
REQUIREMENTS.
6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES
DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.
7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
8. CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE
PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.
9. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN
FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.
10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
1
2
D4 MOUNTABLE CURB AND GUTTER
B612 CURB AND GUTTER
CURB TRANSITION
RIBBON CURB
CONCRETE VALLEY GUTTER
ACCESSIBLE PARKING MARKINGS
PARKING STRIPING
TRASH ENCLOSURE
ACCESSIBLE PARKING SIGNAGE
3
4
5
KEY NOTES:
6
7
8
9
SITE PLAN
(SOUTH)
C203
LA
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(
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OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OH
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OHE
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OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
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908
909.86
909.36
910.00
910.00
909.00
908.80
906.62
906.00
907.50
906.60
906.45
906.32
906.83906.53
906.82
907.09
906.92
906.72
906.56
906.00
907.76
909.99
906.52
907.70
907.45
908.14
908.80
908.80
908.86
907.23
907.70
907.61
907.00
907.31
908.00
907.00
906.30
906.50
908.50
908.25
906.99
907.17
906.90 907.07
906.98
907.24
907.07
906.57
909.36
906.10
906.06
909.57
909.86
909.86
909.00
908.80
909.00
908.39
908.55
909.00
909.06
908.96
907.75
909.98
909.03
908.52
908.07
906.34
90
5
90
6
90
7
908
906
905
904
906
905
906
904
90
5
90
6
90
5
90
6
90
7
90
8
90
9
908
907
9
0
7
908
9
0
8
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907
90
7
907
90
7
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7
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0
8
90
9
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908
907
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90
8
907
909
910
908
90
5
90
2
90
3
90
4
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6
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909.57
909.23
908.39
909.36909.86
909.36909.85
908.00908.65
909.00
909.16
>
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THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
GRADING LEGEND
= EXISTING MAJOR CONTOUR
= EXISTING MINOR CONTOUR
= EXISTING CONTOUR LABEL
= PROPOSED MAJOR CONTOUR
= PROPOSED MINOR CONTOUR
= PROPOSED CONTOUR LABEL
= EXISTING SPOT ELEVATION*
= PROPOSED SPOT ELEVATION*
= PROPOSED SURFACE FLOW
DIRECTION
*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER
REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED.
100
0'30'60'
NOTES:
1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR
FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY
EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING
CONSTRUCTION.
2. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED
2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.
3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%
CROSS SLOPE IN SIDEWALK AREAS.
4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND
SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS.
5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.
6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE
WITH STATE AND LOCAL REQUIREMENTS.
7. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION
OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS
BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES
ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE
STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE
STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL
REQUIREMENTS.
9. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND
STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED
WITHIN INFILTRATION AREAS.
11. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &
GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS
ARE TO FINISHED SURFACE GRADE.
12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY
LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
XX.XX
1
2
MATCH INTO EXISTING BITUMINOUS PAVEMENT
MATCH INTO EXISTING CURB & GUTTER
MATCH INTO LIP OF EXISTING CURB & GUTTER
GRADE BREAK
3
4
KEY NOTES:
GRADING PLAN
(NORTH)
C301
LA
K
E
D
R
I
V
E
(
C
.
S
.
A
.
H
.
N
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.
2
3
)
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1
2
2
CIT
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A
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B
A
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A
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B
A
S
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F
I
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T
R
A
T
I
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N
B
A
S
I
N
BUILDING A
FFE = 909.00
BUILDING B
FFE = 910.00
W
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
OH
E
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E
OH
E
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OHE
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908
910.97
910.80
911.42
910.90
911.79
912.15
912.31912.41
912.50
912.02
912.50
911.91
912.32
911.47
911.16 911.52
911.50
911.76
911.29
911.08
910.68
909.97
910.31
912.50
912.50
912.41
911.97
912.82
911.91
911.47
911.08
912.55
912.53
911.49
910.73
911.00
912.03
91
2
912
91
1
91
0
90
9
90
8
90
7
90
6
910
91
1
912
911
911
91
1
912
912
912
910
912.50
911
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911
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>
>
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THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
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DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
NPK
JEA
GRADING LEGEND
= EXISTING MAJOR CONTOUR
= EXISTING MINOR CONTOUR
= EXISTING CONTOUR LABEL
= PROPOSED MAJOR CONTOUR
= PROPOSED MINOR CONTOUR
= PROPOSED CONTOUR LABEL
= EXISTING SPOT ELEVATION*
= PROPOSED SPOT ELEVATION*
= PROPOSED SURFACE FLOW
DIRECTION
*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER
REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED.
100
0'20'40'
NOTES:
1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR
FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY
EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING
CONSTRUCTION.
2. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED
2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.
3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%
CROSS SLOPE IN SIDEWALK AREAS.
4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND
SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS.
5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.
6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE
WITH STATE AND LOCAL REQUIREMENTS.
7. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION
OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS
BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES
ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE
STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE
STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL
REQUIREMENTS.
9. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND
STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED
WITHIN INFILTRATION AREAS.
11. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &
GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS
ARE TO FINISHED SURFACE GRADE.
12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY
LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
XX.XX
1
2
MATCH INTO EXISTING BITUMINOUS PAVEMENT
GRADE BREAK
MATCH INTO EXISTING CURB & GUTTER
4' CURB CUT
3
KEY NOTES:
GRADING PLAN
(SOUTH)
C302
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BUILDING A
FFE = 912.50
N2
1
°
2
3
'
4
6
"
E
3
1
9
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2
2
R=5789.58
Δ=2°27'30"
L=248.41
N89°26'22"W
0.78
R=5751.85
Δ=4°14'21"
L=425.56
N89°32'44"W
11.45
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THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
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DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
RJK
JEA
= HYDRANT
= CURB STOP
= GATE VALVE
= SANITARY MANHOLE
= CLEANOUT
= STORM MANHOLE
= CATCH BASIN
= CULVERT APRON
= WATER LINE
= SANITARY LINE
= STORM LINE
PROPOSED UTILITY LEGEND
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0'30'60'
NOTES:
1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR
FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY
EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED
DURING CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY
CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING,
MECHANICAL, AND ELECTRICAL CONTRACTORS.
3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT
EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY
ENGINEERS ASSOCIATION OF MINNESOTA.
4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'.
5. SEE WATER DETAILS FOR ADDITIONAL INFORMATION.
6. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL
WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER.
THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10
FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.
7. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE
BUILDING FOR UNIT'S CONNECTION.
8. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'.
9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE.
10. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION.
11. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE
(TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150
12. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE MINNESOTA STATE PLUMBING CODE.
13. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA
STATE PLUMBING CODE.
14. CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL
AUTHORITIES HAVING JURISDICTION.
15. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
16. OVER EXCAVATE INFILTRATION BASIN AREAS BY 3-FT. DOCUMENT
PRESENCE OF GROUNDWATER. DOCUMENT SOIL CONDITIONS.
17. CONTRACTOR SHALL PERFORM A DOUBLE-RING INFILTROMETER TEST AT
BOTTOM ELEVATION OF STORMWATER BASIN AND VERIFY DESIGN
INFILTRATION RATE OF 1.63 IN/HR.
UTILITY PLAN
(NORTH)
C401
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CURB CUT AND RAIN
GUARDIAN
OUTLET CONTROL
STRUCTURE (OCS-1)
RIM:906.00
INV OUT:904.50
4" ORIFICE INV:904.50
TOP WEIR:905.25
36 LF - 12" RCP @ 1.00%
12" RCP FES
INV: 904.16
CATCH BASIN-1
RIM:907.75
INV:904.75
CATCH BASIN-2
RIM:908.00
INV:904.21
SUMP:901.21
108 LF - 12" SCH 40 PVC @
0.50%
80 LF - 12" PERFORATED
HDPE @ 0.50%
CATCH BASIN-3
RIM:906.10
INV:903.10
CATCH BASIN-3
RIM:906.00
INV:903.06
CATCH BASIN-4
RIM:906.00
INV:902.94
CATCH BASIN-5
RIM:906.00
INV:902.90
SUMP:899.90
8 LF - 12" PERFORATED
HDPE @ 0.50%
8 LF - 12" PERFORATED
HDPE @ 0.50%
25 LF - 12" PERFORATED
HDPE @ 0.50%
94 LF - 12" PERFORATED
HDPE @ 0.50%
CATCH BASIN-6
RIM:906.30
INV:903.04
CATCH BASIN-7
RIM:906.00
INV:903.00
CATCH BASIN-8
RIM:906.50
INV:902.71
CATCH BASIN-9
RIM:906.57
INV:902.67
SUMP:899.67
8 LF - 12" PERFORATED
HDPE @ 0.50%
58 LF - 12" PERFORATED
HDPE @ 0.50%
110 LF - 12" PERFORATED
HDPE @ 0.50%
8 LF - 12" PERFORATED
HDPE @ 0.50%
INFILTRATION BASIN BMP SUMMARY TABLE
PROPOSED PROJECT AREA: 2.73 AC SITE INFILTRATION RATE: 1.63 IN/HR
EXISTING IMPERVIOUS AREA: 0.28 AC INFILTRATION RATE BASED ON WEBSOIL SURVEY, PRIOR
OBSERVATIONS, AND MPCA INFILTRATION VALUES
PROPOSED IMPERVIOUS AREA: 1.62 AC
REDEVELOPED IMPERVIOUS AREA: 1.62 AC TIME OF INFILTRATION: 42.0 HOURS
REQUIRED VOLUME REDUCTION: 70,567sf * 1.1/12ft= 6,469 CF 100-YR HWL: 906.27
INFILTRATION SYSTEM VOLUME REDUCTION PROVIDED BELOW
OUTLET: 11,335 CF
GROUNDWATER ELEVATION: GROUNDWATER NOT
ANTICIPATED
CIT
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CONNECT TO EXISTING SANITARY SEWER SERVICE
(FIELD VERIFY SIZE, DEPTH, AND LOCATION)
RISER PIPE
46 LF - 6" PVC C900 COMBINED
FIRE AND WATER SERVICE
@ 8' MIN. BURY
6" WET TAP TO
EXISTING WATERMAIN
(FIELD VERIFY SIZE,
DEPTH, & LOCATION)
6" GATE VALVE
37 LF - SCH 40
PVC @2.00%
4" CLEAN OUT
SANITARY SEWER CONNECTION
INV:905.00
(COORDINATE SIZE, LOCATION AND
ELEVATION WITH PLUMBING ENGINEER)
CONNECT TO EXISTING SANITARY SEWER SERVICE
(FIELD VERIFY SIZE, DEPTH, AND LOCATION)
RISER PIPE
80 LF - 6" PVC C900 COMBINED
FIRE AND WATER SERVICE
@ 8' MIN. BURY
6" WET TAP TO
EXISTING WATERMAIN
(FIELD VERIFY SIZE,
DEPTH, & LOCATION)
6" GATE VALVE
68 LF - SCH 40
PVC @2.00%
4" CLEAN OUT
SANITARY SEWER CONNECTION
INV:904.00
(COORDINATE SIZE, LOCATION AND
ELEVATION WITH PLUMBING ENGINEER)
W
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THIS DRAWING AND THE INFORMATION THEREIN IS
THE PROPERTY OF DESIGN TREE ENGINEERING INC.
USE BY THE HOLDER OR DISCLOSURE TO OTHERS
WITHOUT THE PERMISSION OF DESIGN TREE
ENGINEERING INC. IS PROHIBITED. IT CONTAINS
PROPRIETARY AND CONFIDENTIAL INFORMATION OF
DESIGN TREE ENGINEERING INC. REPRODUCTION OF
THE MATERIAL HEREIN WITHOUT WRITTEN
ERMISSION OF DESIGN TREE ENGINEERING INC.
VIOLATES THE COPYRIGHT LAWS OF THE UNITED
STATES AND WILL SUBJECT THE VIOLATORS TO
LEGAL PROSECUTION.
COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DRAWING NO.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
NO.DATE DESCRIPTION
PR
E
L
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:
NO
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DATE:LICENSE #:
PRINTED NAME:MICHAEL J. GERBER
5665309/04/2024
10923008
LINO LAKES 2.0
LINO LAKES, MN
RJK
JEA
= HYDRANT
= CURB STOP
= GATE VALVE
= SANITARY MANHOLE
= CLEANOUT
= STORM MANHOLE
= CATCH BASIN
= CULVERT APRON
= WATER LINE
= SANITARY LINE
= STORM LINE
PROPOSED UTILITY LEGEND
l
>
0'20'40'
NOTES:
1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN
HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE
SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR
FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY
EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED
DURING CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY
CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING,
MECHANICAL, AND ELECTRICAL CONTRACTORS.
3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT
EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY
ENGINEERS ASSOCIATION OF MINNESOTA.
4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'.
5. SEE WATER DETAILS FOR ADDITIONAL INFORMATION.
6. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL
WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER.
THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10
FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.
7. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE
BUILDING FOR UNIT'S CONNECTION.
8. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'.
9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE.
10. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION.
11. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE
(TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150
12. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE MINNESOTA STATE PLUMBING CODE.
13. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA
STATE PLUMBING CODE.
14. CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL
AUTHORITIES HAVING JURISDICTION.
15. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED
UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE
UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.
16. OVER EXCAVATE INFILTRATION BASIN AREAS BY 3-FT. DOCUMENT
PRESENCE OF GROUNDWATER. DOCUMENT SOIL CONDITIONS.
17. CONTRACTOR SHALL PERFORM A DOUBLE-RING INFILTROMETER TEST AT
BOTTOM ELEVATION OF STORMWATER BASIN AND VERIFY DESIGN
INFILTRATION RATE OF 1.63 IN/HR.
UTILITY PLAN
(SOUTH)
C402
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CATCH BASIN-10
RIM:910.80
INV:907.80
78 LF - 12" PERFORATED
HDPE @ 0.50%
CATCH BASIN-11
RIM:910.97
INV:907.44
80 LF - 12" PERFORATED
HDPE @ 0.50%
MANHOLE-12
RIM:911.00
INV E: 907.04
INV W: 907.04
INV N: 908.04
SUMP: 904.04
134 LF - 12" PERFORATED
HDPE @ 0.50%
150 LF - SCH 40 PVC
@ 0.50%
CATCH BASIN-13
RIM:910.90
INV:907.90
EOF: 910.00 @ TOP OF
CURB
4" CLEAN OUT
105 LF - 4" SCH 40 PVC
@ 2.00% MIN.
CONNECT TO EXISTING SANITARY SEWER
(FIELD VERIFY SIZE, DEPTH, AND LOCATION)
92 LF - 6" PVC C900 COMBINED
FIRE AND WATER SERVICE
@ 8' MIN. BURY
CONNECT TO EXISTING WATERMAIN
(FIELD VERIFY SIZE, DEPTH, & LOCATION)
IN
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INFILTRATION BASIN BMP SUMMARY TABLE
PROPOSED DEVELOPMENT AREA: 0.858 AC SITE INFILTRATION RATE: 1.63 IN/HR
EXISTING IMPERVIOUS AREA: 0.06 AC INFILTRATION RATE BASED ON WEBSOIL SURVEY, PRIOR
OBSERVATIONS, AND MPCA INFILTRATION VALUES
PROPOSED IMPERVIOUS AREA: 0.513 AC
REDEVELOPED IMPERVIOUS AREA: 0.513 AC TIME OF INFILTRATION:34.0 HOURS
REQUIRED VOLUME REDUCTION: 22,337 SF x 1.1" = 2,047 CF 100-YR HWL: 910.13
INFILTRATION SYSTEM VOLUME REDUCTION PROVIDED BELOW
OUTLET: 11,335 CF
GROUNDWATER ELEVATION: GROUNDWATER NOT
ANTICIPATED
6" GATE VALVE
(2) 6" 45° BENDS
(2) 4" 45° BENDS
4" CLEANOUT
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CO
CO
W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
SEED
SOD
SOD
SOD
SOD
SOD
SEED
SEED
SEED
4' SOD STRIP
4' SOD STRIP
4' SOD STRIP
4' SOD STRIP
SOD
SOD
SOD
SEED
SEED
SOD
SOD
SOD
SOD
SOD
SOD
SOD
SOD
SOD
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
SOD
SOD
SOD
SOD
SOD
SOD
4' SOD STRIP
4' SOD STRIP
3" ROCK MULCH
3" ROCK MULCH
SEED
SEED
SEED
SODSOD
SEED
SEED
4' SOD STRIP
4' SOD STRIP
SOD
SOD
SOD
SOD
SOD
3" ROCK MULCH
3" ROCK MULCH
SOD
SOD
3" ROCK MULCH
CH 2.5" CAL. B&B 50'H x 50'W
COMMON HACKBERRY
Celtis occidentalis
EVERGREEN TREES
AL B&B 40'H x 15'W
AMERICAN LARCH
Larix laricina
SS B&B 25'H x 10'W
SWISS STONE ALGONQUIN PILLAR
Pinus cembra 'Algonquin Pillar'
SF B&B 12'H x 8'W
KOREAN SILVER SHOW FIR
Abies koreana 'Silver Show'
6' HT
4' HT
18" HT
6
6
11
11
SHRUBS
NV #5 CONT. POT 20'H x 10'W27NANNYBERRY VIBURNUM
Viburnum lentago
1,204 SY MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR
APPROVED ALTERNATE).
5,857 SY MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR
APPROVED ALTERNATE).
731 SY MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED
ALTERNATE).
RS POT 6'H x 6'W17REGENT SERVICEBERRY
Amelanchier alnifolia 'Regent'
CV POT 6'H x 6'W17COMPACT AMERICAN VIBURNUM
Viburnum trilobum 'Bailey Compact'
AF POT 4'H x 4'W38ARCTIC FIRE DOGWOOD
Cornus stolonifera 'Farrow'
GL POT 2'H x 8'W6GRO-LOW FRAGRANT SUMAC
Rhus aromatica 'Gro-Low'
KF #1 CONT. POT 4'H x 2.5'W89KARL FORESTER FEATHER REED GRASS
Calamagrotis x acutiflora 'Karl Forester'
NS #1 CONT. POT 4'H x 2.5'W64NORTHWIND SWITCH GRASS
Panicum virgatum 'Northwind'
ORNAMENTAL GRASSES
PERENNIALS
#5 CONT.
#2 CONT.
#2 CONT.
#2 CONT.
LL POT 5'H x 5'W12LITTLE LIME HYDRANGEA
Hydrangea paniculata 'Jane'#3 CONT.
RS POT 4'H x 3'W14RUSSIAN SAGE
Salvia yangii #1 CONT.
SOD - 4,036 SY
EDGING - 1,240 LF
ROCK MULCH - 33 CY
MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 13.5 CY
TE #2 CONT. POT 8'H x 8'W25TIGER EYES CUTLEAF STAGHORN SUMAC
Rhus typhina 'Bailtiger'
HC 2.5" CAL. B&B 55'H x 50'W
HORSE CHESTNUT
Aesculus hippocastanum4
BH #2 CONT. POT 3'H x 3'W41DWARF BUSH HONEYSUCKLE
Diervilla lonicera
SEED
DECIDUOUS TREES
MASTER LANDSCAPE PLANT LEGEND
ORNAMENTAL TREES
PP 1.5" CAL. B&B 40'H x 7'W
PARKLAND PILLAR BIRCH
Betula platyphylla 'Jefpark'6
BO 2.5" CAL. B&B 60'H x 60'W3BUR OAK
Quercus macrocarpa
WO 2.5" CAL. B&B 60'H x 60'W
WHITE OAK
Quercus alba
SY 2.5" CAL. B&B 60'H x 45'W
EXCLAMATION! SYCAMORE
Platanus x acerifolia 'Morton Circle'
4
8
BL 2.5" CAL. B&B 50'H x 25'W
BOULEVARD LINDEN
Tilia americana 'Boulevard'7
AG 2.5" CAL. B&B 50'H x 30'W
AUTUMN GOLD GINKGO
Ginkgo biloba 'Autumn Gold'8
SK 2.5" CAL. B&B 45'H x 20'W
STREETKEEPER HONEYLOCUST
Gleditsia tricanthos 'Draves'6
UP 2" CAL. B&B 55'H x 25'W5URBAN PINNACLE BUR OAK
Quercus macrocarpa 'JFS-KW3'
PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
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55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I
AM A DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
SCARIFY & SPREAD
ROOT MASS
OVER-EXCAVATE 6"
SUBGRADE
REMOVE DEAD &
BROKEN BRANCHES
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
4" DEPTH MULCH
FINISH GRADE
PROTECT MAIN LEADER,
REMOVE DEAD &
BROKEN BRANCHES
STAKE & GUY AS NEEDED
4" DEPTH MULCH, DO
NOT PLACE WITHIN 2"
OF TRUNK
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
CUT & REMOVE ALL
TWINE, BURLAP & WIRE
BASKET, PLACE ON
UNDISTURBED SOIL
SUBGRADE
WRAP TREE, FALL
INSTALLATION ONLY
FINISH GRADE
LANDSCAPE NOTES:
·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK.
··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND
RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.
·CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE AND
RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.
·OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY.
·COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITH
OTHERS ON SITE.
·PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMEN
STANDARDS AND BE FREE OF DISEASE AND DAMAGE.
··ALL PLANT MATERIALS TO BE WARRANTIED ONE (1) FULL YEAR FROM THE COMPLETION AND
ACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT.
··WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER.
·IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPARED
TO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE.
·ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESS
OTHERWISE SPECIFIED ON PLANS.
··VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.
··REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS AND
WEEDS.
··ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN.
·SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY.
··NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF INSTALLATION.
··STAKE SOD ON SLOPES 3:1 AND GREATER.
·PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALL
OTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE.
·INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN.
·MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4"
DEPTH.
··NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES.
··TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK.
··NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS.
·ROCK MULCH SHALL BE 1-1/2" DIAMETER BUFF LIMESTONE ROCK INSTALLED TO 3" DEPTH WITH
APPROVED WEED FABRIC BARRIER.
·SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETE
AND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THE
MUNICIPALITY.
MASTER
PLAN
L101
Know what's below.
before you dig.Call
R
N
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SCALE: 1"=40'
4020 80
NOT
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IRRIGATION NOTES:
·IRRIGATE ENTIRE SITE, DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD AND
PLANTINGS.
··MINIMIZE OVERSPRAY ON BUILDINGS AND PAVEMENT.
··DRIP IRRIGATION TO BE PROVIDED FOR ALL LANDSCAPE BEDS.
·CONTRACTOR TO REVIEW MECHANICAL AND ELECTRICAL PLANS FOR WATER STUB OUT AND
ELECTRICAL LOCATIONS.
··CONTRACTOR TO VERIFY WATER STUB OUT SIZE IS SUFFICIENT, NOTIFY OWNER OF ANY
DEFICIENCY.
··CONTRACTOR TO VERIFY CONTROLLER LOCATION WITH OWNER BEFORE INSTALLATION.
··RPZ BACKFLOW PREVENTER TO BE USED AT WATER STUB OUT.
··PREFERRED CONTROLLER SHOULD BE A WATERSENSE WEATHER BASED IRRIGATION
CONTROLLER (WBIC).
·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK.
··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND
RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.
·CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR IN ORDER TO PROVIDE ALL PVC
SLEEVES AT A DEPTH OF 2'-0" BELOW FINISHED GRADE. MARK LOCATIONS OF PLACED PVC
SLEEVES.
·CONTRACTOR TO PLACE MAIN LINES MINIMUM 1'-6" BELOW FINISH GRADE, LATERAL LINES
MINIMUM 1'-0' BELOW FINISH GRADE.
·WIRES TO BE MINIMUM 16 AWG SOLID COPPER. SPLICE ONLY AT BOXES WITH MOISTURE RATED
CONNECTORS.
·VALVES BOXES AND COVERS SHOULD BE BEST COLOR TO MATCH WITH SURROUNDING
LANDSCAPE.
··BOXES TO BE SET ON A BASE OF 3" MINIMUM DEPTH 3/4" CLEAR GRAVEL.
··PLACE BOXES IN LANDSCAPE BEDS WHEN POSSIBLE.
·TRENCH BACKFILL TO BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS AND ROCKS.
·CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS TO OWNERS UPON COMPLETION OF WORK.
SEED NOTES:
·SPRING SEEDING TO BE BETWEEN MARCH 15TH - MAY 15TH.
·FALL SEEDING TO BE BETWEEN AUGUST 15TH - OCTOBER 15TH.
··NO SUMMER SEEDING ALLOWED.
·PROVIDE EROSION CONTROL BLANKET ON ALL SIDE SLOPES.
Attachment 6: Landscape Plans
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WO (4)
NV (3)
TE (6)
RS (7)
SS (3)
TE (4)
SF (3)
AL (3)
NV (3)
UP (5)
SY (4)
CV (10)
CH (2)
SK (3)
BH (9)
RS (6)
KF (10)
KF (22)
AF (10)
AG (3)
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
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OH
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OHE
OHE
OHE
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OHE
OHE
OHE
OHE
OHE
OHE
OH
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OH
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OH
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OH
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OH
E
OHE
OHE
OHE
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SEED
SEED
SODSOD
SEED
SEED
4' SOD STRIP
4' SOD STRIP
SOD
SOD
SOD
SOD
SOD
3" ROCK MULCH
3" ROCK MULCH
SOD
SOD
3" ROCK MULCH
DECIDUOUS TREES
LANDSCAPE PLANT LEGEND (NORTH)
CH 2.5" CAL.B&B 50'H x 50'WCOMMON HACKBERRY
Celtis occidentalis2
WO 2.5" CAL.B&B 60'H x 60'WWHITE OAK
Quercus alba
SY 2.5" CAL.B&B 60'H x 45'WEXCLAMATION! SYCAMORE
Platanus x acerifolia 'Morton Circle'
4
4
AG 2.5" CAL.B&B 50'H x 30'WAUTUMN GOLD GINKGO
Ginkgo biloba 'Autumn Gold'3
SK 2.5" CAL.B&B 45'H x 20'WSTREETKEEPER HONEYLOCUST
Gleditsia tricanthos 'Draves'3
UP 2" CAL.B&B 55'H x 25'W5URBAN PINNACLE BUR OAK
Quercus macrocarpa 'JFS-KW3'
EVERGREEN TREES
AL B&B 40'H x 15'WAMERICAN LARCH
Larix laricina
SS B&B 25'H x 10'WSWISS STONE ALGONQUIN PILLAR
Pinus cembra 'Algonquin Pillar'
SF B&B 12'H x 8'WKOREAN SILVER SHOW FIR
Abies koreana 'Silver Show'
6' HT
4' HT
18" HT
3
3
3
SHRUBS
NV #5 CONT.POT 20'H x 10'W9NANNYBERRY VIBURNUM
Viburnum lentago
RS POT 6'H x 6'W7REGENT SERVICEBERRY
Amelanchier alnifolia 'Regent'
CV POT 6'H x 6'W10COMPACT AMERICAN VIBURNUM
Viburnum trilobum 'Bailey Compact'
AF POT 4'H x 4'W10ARCTIC FIRE DOGWOOD
Cornus stolonifera 'Farrow'
#5 CONT.
#2 CONT.
#2 CONT.
TE #2 CONT.POT 8'H x 8'W10TIGER EYES CUTLEAF STAGHORN SUMAC
Rhus typhina 'Bailtiger'
BH #2 CONT.POT 3'H x 3'W9DWARF BUSH HONEYSUCKLE
Diervilla lonicera
305 SY MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR
APPROVED ALTERNATE).
2,067 SY MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR
APPROVED ALTERNATE).
234 SY MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED
ALTERNATE).
KF #1 CONT.POT 4'H x 2.5'W32KARL FORESTER FEATHER REED GRASS
Calamagrotis x acutiflora 'Karl Forester'
ORNAMENTAL GRASSES
PERENNIALS
RS POT 4'H x 3'W6RUSSIAN SAGE
Salvia yangii #1 CONT.
SOD - 1,175 SY
EDGING - 320 LF
ROCK MULCH - 8 CY
MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 5 CY
SEED
PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
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55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I
AM A DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
SCARIFY & SPREAD
ROOT MASS
OVER-EXCAVATE 6"
SUBGRADE
REMOVE DEAD &
BROKEN BRANCHES
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
4" DEPTH MULCH
FINISH GRADE
PROTECT MAIN LEADER,
REMOVE DEAD &
BROKEN BRANCHES
STAKE & GUY AS NEEDED
4" DEPTH MULCH, DO
NOT PLACE WITHIN 2"
OF TRUNK
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
CUT & REMOVE ALL
TWINE, BURLAP & WIRE
BASKET, PLACE ON
UNDISTURBED SOIL
SUBGRADE
WRAP TREE, FALL
INSTALLATION ONLY
FINISH GRADE LANDSCAPE
PLAN
L102
Know what's below.
before you dig.Call
R
LANDSCAPE REQUIREMENTS
·CANOPY COVER SF REQUIRED = 40% OF VEHICULAR
HARDSCAPE SF
··26,826 SF VEHICULAR SF = 10,730 SF OF CANOPY
COVER REQUIRED
··10,800 SF CANOPY COVER PROVIDED
·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE
SHRUBS PER 100 LF OF STREET FACING FOUNDATION
··87 LF STREET FACING FOUNDATION = 2 LARGE TREES &
6 LARGE SHRUBS REQUIRED
··2 LARGE TREES & 9 MEDIUM SHRUBS PROVIDED
·OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGE
SHRUBS PER 2,000 SF OPEN SPACE
··31,323 SF OPEN SPACE = 16 LARGE TREES & 46 LARGE
SHRUBS REQUIRED
··18 LARGE TREES PROVIDED & 42 LARGE 10 MEDIUM
SHRUBS PROVIDED (SMALL CONIFEROUS TREES
SUBSTITUTED AS SHRUBS)
·FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFER
BETWEEN PUBLIC ROW
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··70 LF OF BUFFER = 2 TREES REQUIRED
··2 TREES PROVIDED & BUFFER
·REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESS
INTENSIVE USE PARCEL
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··220 LF OF BUFFER = 5 LARGE TREES REQUIRED
··7 LARGE TREES PROVIDED & BUFFER NOT
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2010 40
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HC (2)
AL (3)
HC (1)
RS (4)
SF (5)
CV (4)
TE (5)
SS (3)
CV (3)
HC (1)
RS (6)
GL (3)
GL (3)
SY (4)BL (2)
BL (2)
SK (3)
BH (4)
RS (4)
KF (15)
LL (12)
NS (14)
PP (3)
PP (3)
BH (6)
CH (4)
KF (21)
AF (10)
BH (10)
NS (20)
CO
CO
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
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E
OH
E
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E
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E
OH
E
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E
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E
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E
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OHE
OHE
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OH
E
OH
E
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OH
E
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E
OH
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E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
SEED
SEED
SOD
SOD
SOD
SOD
SOD
SOD
SOD
SOD
SOD
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
3" ROCK MULCH
SOD
SOD
SOD
SOD
SOD
SOD
4' SOD STRIP
4' SOD STRIP
SEED
DECIDUOUS TREES
LANDSCAPE PLANT LEGEND (MIDDLE)
CH 2.5" CAL.B&B 50'H x 50'WCOMMON HACKBERRY
Celtis occidentalis4
HC 2.5" CAL.B&B 55'H x 50'WHORSE CHESTNUT
Aesculus hippocastanum4
SY 2.5" CAL.B&B 60'H x 45'WEXCLAMATION! SYCAMORE
Platanus x acerifolia 'Morton Circle'4
BL 2.5" CAL.B&B 50'H x 25'WBOULEVARD LINDEN
Tilia americana 'Boulevard'4
SK 2.5" CAL.B&B 45'H x 20'WSTREETKEEPER HONEYLOCUST
Gleditsia tricanthos 'Draves'3
EVERGREEN TREES
AL B&B 40'H x 15'WAMERICAN LARCH
Larix laricina
SS B&B 25'H x 10'WSWISS STONE ALGONQUIN PILLAR
Pinus cembra 'Algonquin Pillar'
SF B&B 12'H x 8'WKOREAN SILVER SHOW FIR
Abies koreana 'Silver Show'
6' HT
4' HT
18" HT
3
3
5
SHRUBS
761 SY MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR
APPROVED ALTERNATE).
1,289 SY MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR
APPROVED ALTERNATE).
424 SY MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED
ALTERNATE).
RS POT 6'H x 6'W10REGENT SERVICEBERRY
Amelanchier alnifolia 'Regent'
CV POT 6'H x 6'W7COMPACT AMERICAN VIBURNUM
Viburnum trilobum 'Bailey Compact'
AF POT 4'H x 4'W10ARCTIC FIRE DOGWOOD
Cornus stolonifera 'Farrow'
GL POT 2'H x 8'W6GRO-LOW FRAGRANT SUMAC
Rhus aromatica 'Gro-Low'
KF #1 CONT.POT 4'H x 2.5'W36KARL FORESTER FEATHER REED GRASS
Calamagrotis x acutiflora 'Karl Forester'
NS #1 CONT.POT 4'H x 2.5'W34NORTHWIND SWITCH GRASS
Panicum virgatum 'Northwind'
ORNAMENTAL GRASSES
#5 CONT.
#2 CONT.
#2 CONT.
#2 CONT.
LL POT 5'H x 5'W12LITTLE LIME HYDRANGEA
Hydrangea paniculata 'Jane'#3 CONT.
SOD - 1,618 SY
EDGING - 480 LF
ROCK MULCH - 16 CY
MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 5 CY
TE #2 CONT.POT 8'H x 8'W6TIGER EYES CUTLEAF STAGHORN SUMAC
Rhus typhina 'Bailtiger'
BH #2 CONT.POT 3'H x 3'W20DWARF BUSH HONEYSUCKLE
Diervilla lonicera
SEED
ORNAMENTAL TREES
PP 1.5" CAL.B&B 40'H x 7'WPARKLAND PILLAR BIRCH
Betula platyphylla 'Jefpark'6
PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
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a
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t
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p
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.
c
o
m
55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I
AM A DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
LANDSCAPE
PLAN
L103
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
LANDSCAPE REQUIREMENTS
·CANOPY COVER SF REQUIRED = 40% OF VEHICULAR
HARDSCAPE SF
··27,042 SF VEHICULAR SF = 10,817 SF OF CANOPY
COVER REQUIRED
··12,200 SF CANOPY COVER PROVIDED
·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE
SHRUBS PER 100 LF OF STREET FACING FOUNDATION
··170 LF STREET FACING FOUNDATION = 4 LARGE TREES
& 11 LARGE SHRUBS REQUIRED
··6 MEDIUM TREES & 22 MEDIUM SHRUBS PROVIDED
·OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGE
SHRUBS PER 2,000 SF OPEN SPACE
··30,548 SF OPEN SPACE = 15 LARGE TREES & 46 LARGE
SHRUBS REQUIRED
18 LARGE TREES PROVIDED & 30 LARGE & 26 MEDIUM
SHRUBS PROVIDED (SMALL CONIFEROUS TREES
SUBSTITUTED AS SHRUBS)
·FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFER
BETWEEN PUBLIC ROW
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··125 LF OF BUFFER = 3 TREES REQUIRED
··4 TREES PROVIDED & BUFFER
·REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESS
INTENSIVE USE PARCEL
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··311 LF OF BUFFER = 7 LARGE TREES REQUIRED
··7 LARGE TREES PROVIDED & BUFFER
SCARIFY & SPREAD
ROOT MASS
OVER-EXCAVATE 6"
SUBGRADE
REMOVE DEAD &
BROKEN BRANCHES
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
4" DEPTH MULCH
FINISH GRADE
PROTECT MAIN LEADER,
REMOVE DEAD &
BROKEN BRANCHES
STAKE & GUY AS NEEDED
4" DEPTH MULCH, DO
NOT PLACE WITHIN 2"
OF TRUNK
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
CUT & REMOVE ALL
TWINE, BURLAP & WIRE
BASKET, PLACE ON
UNDISTURBED SOIL
SUBGRADE
WRAP TREE, FALL
INSTALLATION ONLY
FINISH GRADE
Know what's below.
before you dig.Call
R
0
SCALE: 1"=20'
2010 40
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DECIDUOUS TREES
LANDSCAPE PLANT LEGEND (SOUTH)
BL 2.5" CAL.B&B 50'H x 25'WBOULEVARD LINDEN
Tilia americana 'Boulevard'3
AG 2.5" CAL.B&B 50'H x 30'WAUTUMN GOLD GINKGO
Ginkgo biloba 'Autumn Gold'5
BO 2.5" CAL.B&B 60'H x 60'W3BUR OAK
Quercus macrocarpa
EVERGREEN TREES
SS B&B 25'H x 10'WSWISS STONE ALGONQUIN PILLAR
Pinus cembra 'Algonquin Pillar'
SF B&B 12'H x 8'WKOREAN SILVER SHOW FIR
Abies koreana 'Silver Show'
4' HT
18" HT
5
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SHRUBS
NV #5 CONT.POT 20'H x 10'W18NANNYBERRY VIBURNUM
Viburnum lentago
AJ POT 5'H x 4'W9AMBER JUBILEE NINEBARK
Physocarpus opulifolius 'Jefam'
AF POT 4'H x 4'W18ARCTIC FIRE DOGWOOD
Cornus stolonifera 'Farrow'
#2 CONT.
#2 CONT.
TE #2 CONT.POT 8'H x 8'W9TIGER EYES CUTLEAF STAGHORN SUMAC
Rhus typhina 'Bailtiger'
BH #2 CONT.POT 3'H x 3'W12DWARF BUSH HONEYSUCKLE
Diervilla lonicera
138 SY MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR
APPROVED ALTERNATE).
2,501 SY MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR
APPROVED ALTERNATE).
73 SY MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED
ALTERNATE).
SOD - 1,243 SY
EDGING - 440 LF
ROCK MULCH - 9 CY
MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 3.5 CY
SEED
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Calamagrotis x acutiflora 'Karl Forester'
NS #1 CONT.POT 4'H x 2.5'W30NORTHWIND SWITCH GRASS
Panicum virgatum 'Northwind'
ORNAMENTAL GRASSES
PERENNIALS
RS POT 4'H x 3'W8RUSSIAN SAGE
Salvia yangii #1 CONT.
PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
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55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I
AM A DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
SCARIFY & SPREAD
ROOT MASS
OVER-EXCAVATE 6"
SUBGRADE
REMOVE DEAD &
BROKEN BRANCHES
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
4" DEPTH MULCH
FINISH GRADE
PROTECT MAIN LEADER,
REMOVE DEAD &
BROKEN BRANCHES
STAKE & GUY AS NEEDED
4" DEPTH MULCH, DO
NOT PLACE WITHIN 2"
OF TRUNK
EXPOSE ROOT FLARE,
SET AT FINISH GRADE
CUT & REMOVE ALL
TWINE, BURLAP & WIRE
BASKET, PLACE ON
UNDISTURBED SOIL
SUBGRADE
WRAP TREE, FALL
INSTALLATION ONLY
FINISH GRADE LANDSCAPE
PLAN
L104
Know what's below.
before you dig.Call
R
NOT
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SCALE: 1"=20'
2010 40
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LANDSCAPE REQUIREMENTS
·CANOPY COVER SF REQUIRED = 40% OF VEHICULAR
HARDSCAPE SF
··20,121 SF VEHICULAR SF = 8,048 SF OF CANOPY COVER
REQUIRED
··8,400 SF CANOPY COVER PROVIDED
·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE
SHRUBS PER 100 LF OF STREET FACING FOUNDATION
··86 LF STREET FACING FOUNDATION = 2 LARGE TREES &
6 LARGE SHRUBS REQUIRED
··2 LARGE TREES & 9 MEDIUM SHRUBS PROVIDED
·OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGE
SHRUBS PER 2,000 SF OPEN SPACE
··35,170 SF OPEN SPACE = 18 LARGE TREES & 53 LARGE
SHRUBS REQUIRED
11 LARGE TREES PROVIDED + 9 EXISTING & 35 LARGE & 30
MEDIUM SHRUBS PROVIDED (SMALL CONIFEROUS
TREES SUBSTITUTED AS SHRUBS)
·FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFER
BETWEEN PUBLIC ROW
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··225 LF OF BUFFER = 5 TREES REQUIRED
··5 TREES PROVIDED & BUFFER
·REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESS
INTENSIVE USE PARCEL
··1 LARGE TREE FOR EVERY 50 FT OF BUFFER
··159 LF OF BUFFER = 4 LARGE TREES REQUIRED
··8 MEDIUM TREES PROVIDED & BUFFER
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PROJECT NAME
SHEET NUMBER
SHEET TITLE
08-02-2024 SUBMITTAL
Date:
License #:
PL
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55597
08-02-2024
DRAWN BY
PROJECT MANAGER
LOUIE
J + L
ISSUE LOG
77TH & LAKE
LINO LAKES, MN
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I
AM A DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:____________________
JOSEPH L. SCHEFFLER
06-30-2026Expiration:
TREE
REMOVAL
PLAN
L105
Know what's below.
before you dig.Call
R
N
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SCALE: 1"=40'
4020 80
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Attachment 7: Architectural Plans
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Memorandum
To: Katie Larsen, Lino Lakes City Planner
From: Diane Hankee PE, Lino Lakes City Engineer
Date: October 2, 2024
Re: Java Properties – Lino Lakes Retail 2.0 Site Plan Review 026734-000
WSB reviewed the site plans for the Lino Lakes Retail 2.0 site by Java Properties in Lino Lakes, MN, received September 9, 2024. The site is 3.9 acres and located at 77th Street west of Lake Drive (CSAH 23). The lot has frontage along Lake Drive (CSAH 23). Comments were made on the following documents:
•Lino Lakes 2.0 Civil Plans prepared by Design Tree, dated September 4, 2024, receivedSeptember 18, 2024.
•Lino Lakes 2.0 Traffic Impact Study prepared by Alliant Engineering, dated October 3,2024.
The following review comments should be responded to in writing by the applicant.
Engineering
•General
The Lino Lakes Retail 2.0 project proposes to construct three (3) commercial lots which
includes the associated parking lot, utilities, landscaping, and stormwater management
features. The site combines several lots as well as right of way from 77th Street which will be
realigned as an extension of Marketplace Drive from the east side of Lake Drive (CSAH 23).
One unused original lot will remain on the south end as potentially a continued single-family use.
Comments: 1.Revise all plan sheets with updated City plans for the 2024 Market Place DriveRealignment Projecta.Update items that will be constructed and removed as part of the projectb.Coordinate the location and elevation of specific items such as utility servicesto be able to best serve the proposed sites within the scope of the Cityproject.
2. Developer/ Contractor shall coordinate relocation of existing utilities with private utility
companies and Citya.Relocation scheduling is per private utility companiesb.Developer/contractor responsible for coordinating site constructionscheduling with private utility companies’ scheduling
Attachment 8: City Engineer Memo dated October 29, 2024
Ms. Katie Larsen 10/29/2024 Page 2
Java Properties - Lino Retail 2.0 Engineering Review
•Grading
A grading and drainage plan was provided for the site including paved areas, curb, and
retaining walls.
Comments:
1.Watershed district approval for the City project is still pending. Additional stormwaterfeatures may be required as a result of the final review.
2.Call out all EOFs from site stormwater basins, existing and proposed.
3.Tip-in curb and gutter on islands of the parking lot for Building B will result in ponded
water, specify tip-out.
4.Shift the sidewalk on the west side of the driveway south towards the roadway inorder to eliminate the retaining wall in the City basin.
5.Retaining walls will require permitting through the City separate from the building
permit.
6.Provide Emergency Overflow (EOF) elevations for all low points in the parking orgreen space areas.
•Stormwater Management
Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the southern and northern lots. Additionally, some stormwater infrastructure is proposed for the City realignment of Marketplace Drive. Existing and proposed discharge rates are
summarized below.
Pre- and Post- Development Discharge Rates (cfs)
Condition 2-Year 10-Year 100-Year 10-Day Snowmelt
Existing 0.00 0.35 5.98 Needed if basins
landlocked
Currently Proposed 0.00 0.18 4.90 Needed if basins landlocked
Comments: 1.An approximate City storm sewer alignment is marked up on the plans showing the
pipe intended to provide an outflow for the site rather than emergency overflows. Thenorthern infiltration basin shall outlet into the pipe.
2.Remove the City infiltration basin between the roadway and parking lot, the basin
west of the driveway access will provide sufficient storage for runoff.
Ms. Katie Larsen 10/29/2024 Page 3
Java Properties - Lino Retail 2.0 Engineering Review
3.Provide an equalization pipe or channel between the existing City stormwater basinand proposed infiltration basin at the 100-yr HWL (906.3).
4.Pipe storage for infiltration is not allowed for water quality volume or rate control.Nonperforated pipes must be used for storm sewer conveyance.
5.An outlet control structure will be needed for the southern infiltration basin based onproposed RCWD rule changes due to go into effect by the end of 2024.a.At the very least, permanent stabilization is needed along the overflow path
to reduce the likelihood of large-scale erosion in major storm events.
6.Soil borings indicate significant amounts of SM soils, meaning design infiltration ratesshould be 0.45 in/hr consistent with RCWD and MPCA standards.
7.In-situ infiltration rate testing will be needed during or after construction to confirm
designed rates are achievable.a.Testing before construction can be used to demonstrate infiltration ratesabove the 0.45 in/hr standard.
8.Both infiltration basins must be able to demonstrate they meet 48-hour drawdownrequirements.
9.The lowest-floor elevation of all buildings must be specified to ensure compliance
with infiltration basin freeboard requirements (basin bottom must be at or belowlowest-floor elevation).
a.This is especially relevant for the potential oil change pit in the Valvolinebuilding.
10.Show roof drain routing. Tie into storm sewer at or upstream of a sumped structure to
provide pretreatment of roof runoff.
11.The Marketplace Drive roadway and existing stormwater basin, including offsitetributary drainage, must be included in the HydroCAD model to understand all flows
throughout the site.
12.HydroCAD runoff should be set to “Calculate separate pervious/impervious runoff(SBUH weighting)” for most accurate runoff results.
13.Proposed impervious should be entered as paved parking and roof as there is a mix
of both.
14.Existing and proposed models should route to a Link node to calculate total offsiteflows.
15.Confirm drainage area delineations match site grading, some areas on the perimeterof the sites do not appear possible to route to proposed stormwater basins asindicated in HydroCAD.
16.For modeling of outflow rates and HWLs, exfiltration is not allowed in HydroCAD to
conservatively design assuming basin infiltration capacity is lost in the future.
•Water Supply
Ms. Katie Larsen 10/29/2024 Page 4
Java Properties - Lino Retail 2.0 Engineering Review
Existing and proposed water services are provided for the 3 commercial lots through existing and proposed City infrastructure on Lake Drive (CSAH 23) and the future Market Place Drive.
Comments: 1.Coordinate with the City 2024 Market Place Drive Realignment Project for providingthe appropriately sized stubs at the appropriate locations
2.Verify that the proposed 6” water stubs are sufficient for the building’s combineddomestic and fire suppression needs.
3.We recommend that the City Deputy Director of Public Safety-Fire Division review theproposed plan for water supply and hydrant coverage.
4.Show removing all watermain up to the gate valve and the hydrant assembly alongthe current 77th Street
5.Building A will utilize the existing 6” water service stub instead of installing a newservice tee on the maina.Lower water service and insulate below the existing basin
6.Remove/abandon/seal all existing wells per Minnesota Department of Healthrequirements.
•Sanitary Sewer
Existing and proposed sanitary sewer services are provided for the 3 commercial lots through existing and proposed City infrastructure on Lake Drive (CSAH 23) and the future Market Place Drive.
Comments: 1.Coordinate with the City 2024 Market Place Drive Realignment Project for providingthe appropriately sized stubs at the appropriate locations
2.Building A will utilize the existing 6” sanitary sewer service stub instead of installing anew service wyea.Cut back on the existing riser as necessary to lower the sanitary sewerservice and maintain minimum cover below the existing basin
3.Remove/abandon all existing septic systems per Minnesota Pollution Control Agencyand County requirements.
•Transportation
In the 2025 construction season the City will realign 77th St to the Market Place Dr / CSAH 23 (Lake Dr) signalized intersection. When the Market Place Dr signal was installed the median at 77th St was also installed. The intent was that 77th would realign
in the future to provide that access again at Market Place Dr. This has been a long
standing plan of the City in coordination with Anoka County. Anoka County completed a
Ms. Katie Larsen 10/29/2024 Page 5
Java Properties - Lino Retail 2.0 Engineering Review
corridor study of Lake Drive in 2020, from Hodgson Rd to Pine St. This study evaluated
access and mobility. As improvements are completed on Lake Dr in the future the
mobility will improve throughout the corridor. This study can be found on Anoka County’s website.
The Lino Retail 2.0 project site proposes one access to the north and one access to the south of the realigned Market Place Drive. There will be stubs to the north and south to extend the drive aisles further in the future. Reference the easement section here within and planner’s report for access easement information.
As required by Ordinance the applicant submitted a Traffic Impact Study. The proposed development is expected to generate approximately 214 AM peak hour, 212 PM peak
hour, and 2,680 daily trips. 95% of the daily trips will go directly from the site to Market
Place Dr and eastbound to Lake Dr. Traffic from the proposed development on adjacent
local roadways is considered minimal. Marilyn Dr existing volumes are 170 daily trips and with the Market Place realignment 270 trips per day are estimated, with the proposed development 370 daily trips. 77th St existing volumes are 175 daily trips and with the
Market Place realignment 250 trips per day are estimated, with the proposed
development 280 daily trips. These volumes are well under capacity for the local
roadways.
The study also analyzed capacity of the following intersections:
•CSAH 23 (Lake Dr) & Market Place Dr
•CSAH 23 (Lake Dr) & 77th St W
•77th St W & Marilyn Dr
To evaluate the intersection of CSAH 23 (Lake Dr) & Market Place Dr the intersection of CSAH 23 (Lake Dr) & 79th St was included in the study. The build condition capacity analysis has an overall LOS B or greater during AM and PM peak hours thus meeting ordinance. There are no delay or queuing issues identified.
Sidewalk will be installed by the City along Market Place Dr from Lake Dr to 77th St/ Marilyn Dr. There is also sidewalk along Lake Dr in the development area. There are
pedestrian crossings at the intersection of CSAH 23 (Lake Dr) & Market Place Dr. The
City has a future tail planned along Lake Dr from Apollo Drive to Main Street.
Comments:
1. The proposed site access’ north and south should be stop conditions.
2.We recommend that the City Deputy Director of Public Safety-Fire Division review theproposed plan for emergency access.
3.Provide turning movements for all proposed emergency, garbage, and delivery/semi-truck vehicles.
•Wetlands and Mitigation Plan
Ms. Katie Larsen 10/29/2024 Page 6
Java Properties - Lino Retail 2.0 Engineering Review
There are no delineated wetlands shown on the existing survey for the site.
•Landscaping
Landscaping plans were provided as part of the submittal. The City’s Environmental
Coordinator to review landscaping and provide in-depth comments.
•Floodplain
No floodplain impacts are proposed on site.
•Drainage and Utility Easements
Drainage and utility easements are required for utilities outside the road right of way and stormwater systems.
Comments: 1.All stormwater facilities will need to be contained in D&U easements up to the 100-yrHWL.2.D&U easement is needed over the proposed City storm sewer running to the northend of the site.3. Dedicate additional 20' drainage and utility easement for existing sanitary sewer (20'+deep) along the west side of Lake Drive/CSAH 23.4.Provide an access easement over the rear drive lane from the Market Place DriveRight of Way to the development line (adjacent with the Legion property)
•Development Agreement
A Development Agreement will be required.
•Grading Agreement
Grading agreement not required at this time.
•Stormwater Maintenance Agreement
Private stormwater facilities will be maintained through a Declaration for Maintenance of Stormwater Facilities. Both the Rice Creek Watershed District (RCWD) and the City of Lino Lakes shall be parties to the Declaration. City Engineer to provide template.
•Permits Required
1.NPDES General Construction Permit
2.City of Lino Lakes Zoning Permit for construction
Ms. Katie Larsen 10/29/2024 Page 7
Java Properties - Lino Retail 2.0 Engineering Review
3.Rice Creek Watershed Permit
4.Anoka County Right-of-Way Permit if grading work extends into their right of way.
If you or the applicant have any questions regarding these comments, please contact Kris Keller at (612) 419-3083 or kkeller@wsbeng.com. You may also contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us.
Page 1
To: Katie Larsen, City Planner
From: Michael Grochala, Community Development Director
Date: November 4, 2024
Re: Environmental Comments – Lino Retail 2.0
Environmental Board had the following comments/recommendations at their September 25,
2024 meeting:
1.A six (6) foot high maintenance free privacy fence shall be located along the west
lot lines of all three (3) lots.
2.At least one of the trees on Lot 1, Block 2, planted to meet foundation landscape
requirements should be moved to the Lake Drive facing foundation area.
3.The location of low maintenance turf areas (MN DOT 34-131) should be
identified on the plan sheets.
4.The Photometric Plan should be revised to clearly show property lines and
location of lighting sources/type.
5.Detail sheets showing all fixtures for both overhead lighting and exterior building
lighting shall be submitted for review and approval.
Environmental Memo
Attachment 9: Environmental Memo dated November 4, 2024
Attachment 10: Anoka County Highway Department Letter dated September 19, 2024
SITE & BUILDING PLAN REVIEW
WORKSHEET
PROJECT: Lino Retail 2.0-Building A-Retail Auto Part Sales (L1B1)DATE: September 30, 2024
REVISED:
Planning & Zoning Board Date:October 9, 2024
City Council Date:November 12, 2024 To be addressed by applicant
ZONING/LAND USE
NOTES:
Zoning District GB GB, General Business. Retail sales for auto parts is a permitted use.
Future Land Use Plan Commercial
Sewered or Unsewered Lot Sewered
CUP required?No
Comprehensive Plan Amendment?No
Rezoning required?No
Variance required?No
Required Proposed
Lot size (sf)20,000 70,154
Lot width (ft)100 239
10/2/2024 1 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1)
Attachment 11: Site and Building Plan Review Worksheet - Building A
Setbacks-Street Right-of-Way Required Proposed
Principal Building-Local or Minor Collector 30 ft NA
Principal Building- Arterial (Lake Dr)40 ft 70
Parking Lot 15 ft 70
Setbacks-Rear Lot Line (West)Required Proposed
Principal Building 35 ft 132 From property guided by the comprehensive plan for residential use. 35 feet.
Accessory Building 5 ft NA
Parking Lot/Driveway 10 ft 20
Setbacks-Side Lot Line (North)Required Proposed
Principal Building 10 ft 24
Accessory Building 10 ft 10 trash enclosure
Parking Lot/Driveway 10 ft 12
Setbacks-Side Lot Line (South)Required Proposed
Principal Building 10 ft 130
Accessory Building 10 ft NA
Parking Lot/Driveway 10 ft 54
Required Proposed
From Residential Land Use 35 ft 132
Between Principal Buildings NA NA
Required Proposed
Height 45 ft max 22' 4"
10/2/2024 2 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1)
Impervious surface restrictions Permitted Proposed
75% max 47%
GENERAL PROVISIONS
Building Type and Construction Commercial
Accessory buildings or structures Required Proposed
Number of structures 0 None
Size 400 sf NA
Refuse and recyclable materials enclosure TBD Details shall be provided.
Outdoor lighting
1.0 ft candle allowance onto right of way 0.0
0.4 ft candle allowance onto adjacent prop.0.7 Lot lines shall be clearly shown. Plans shall be revised.
Hooded lights TBD
Required Proposed
Light Fixture Pole Height 45 ft max.28
Light Fixture Location Required Proposed
Street ROW 10 ft 150
Side or rear 5 ft 60
10/2/2024 3 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1)
Smoke, Dust, Odors, Noise Minimal Typical construction activities.
Sewage Disposal (on-site)NA
Waste material Yes Typical construction waste material will be property disposed of.
Bulk storage (liquid)No
Radiation emission No
Electrical emission No
Exterior storage No
Off-Street Parking Required Proposed
Angle of parking 90 90
Space Width 9 ft 9
Space Length 18 ft 18 & 19
Aisle Width One Way 24 ft 30
Aisle Width Two Way 24 ft 24
Curb cut access 30 feet from intersection NA
Curb cut access 40 feet from one another 72
Curb cut and driveway 5 feet from side yard 20
10/2/2024 4 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1)
Required Proposed
Curb cut width 36 feet max.24 Shared driveway with Building B
Driveway grade elevation 5%TBD
Striping 4" wide 4"4"
Continuous concrete perimeter curb barrier Yes
6+ spaces shall be landscaped on all sides Yes
50+ space parking lots require
100 sf island per 25 spaces NA Only 40 stalls for Building A
Required Proposed Gross Floor # Stalls
# space requirements 29 40 Retail: 1 space per 200sf floor area 7450 5780 29 required
# handicap space requirements 2 2
Off-Street Loading Spaces Yes 1 single garage door on the rear, northwest corner of building
50 feet from a residential district.132 ft
10/2/2024 5 Site Plan Worksheet-Building A-Retail Auto Parts (L1 B1)
SITE & BUILDING PLAN REVIEW
WORKSHEET
PROJECT: Lino Retail 2.0-Building B-Multi Tenant Retail (L2B1)DATE: September 30, 2024
REVISED:
Planning & Zoning Board Date:October 9, 2024
City Council Date:November 12, 2024 To be addressed by applicant
ZONING/LAND USE
NOTES:
Zoning District GB GB, General Business. A multi-tenant retail building is a permitted use.
Future Land Use Plan Commercial
Sewered or Unsewered Lot Sewered
CUP required?No
Comprehensive Plan Amendment?No
Rezoning required?No
Variance required?No
Required Proposed
Lot size (sf)20,000 61,596
Lot width (ft)100 172
10/2/2024 1 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1)
Attachment 12: Site and Building Plan Review Worksheet - Building B
Setbacks-Street Right-of-Way Required Proposed
Principal Building-Minor Collector
(Marketplace Dr)30 ft 50
Principal Building- Arterial (Lake Dr)40 ft 42
Parking Lot 15 ft 15
Setbacks-Rear Lot Line (West)Required Proposed
Principal Building 35 ft 204 From property guided by the comprehensive plan for residential use. 35 feet.
Accessory Building 5 ft NA
Parking Lot/Driveway 10 ft 20
Setbacks-Side Lot Line (North)Required Proposed
Principal Building 10 ft 24
Accessory Building 10 ft NA
Parking Lot/Driveway 10 ft 10
Required Proposed
From Residential Land Use 35 ft 204
Between Principal Buildings NA NA
Required Proposed
Height 45 ft max 20 ft
Impervious surface restrictions Permitted Proposed
75% max 60%
10/2/2024 2 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1)
GENERAL PROVISIONS
Building Type and Construction Commercial
Accessory buildings or structures Required Proposed
Number of structures 0 None
Size 400 sf NA
Refuse and recyclable materials enclosure TBD Details shall be provided.
Outdoor lighting
1.0 ft candle allowance onto right of way 0.2
0.4 ft candle allowance onto adjacent prop.3.1 Lot lines shall be clearly shown. Plans shall be revised.
Hooded lights TBD Details shall be provided.
Required Proposed
Light Fixture Pole Height 45 ft max.28
Light Fixture Location Required Proposed
Street ROW 10 ft 125
Side or rear 5 ft 75
10/2/2024 3 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1)
Smoke, Dust, Odors, Noise Minimal Typical construction activities.
Sewage Disposal (on-site)NA
Waste material Yes Typical construction waste material will be property disposed of.
Bulk storage (liquid)No
Radiation emission No
Electrical emission No
Exterior storage No
Off-Street Parking Required Proposed
Angle of parking 90 90
Space Width 9 ft 9
Space Length 18 ft 18 & 20
Aisle Width One Way 24 ft NA
Aisle Width Two Way 24 ft 24
Curb cut access 30 feet from intersection 80 and 250 80 ft from Marilyn Dr and 250 ft from Lake Dr
Curb cut access 40 feet from one another NA
Curb cut and driveway 5 feet from side yard 20
10/2/2024 4 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1)
Required Proposed
Curb cut width 36 feet max.56 OK per City Engineeer
Driveway grade elevation 5%TBD Grade shall be provided on Grading Plan.
Striping 4" wide 4"4"
Continuous concrete perimeter curb barrier Yes
6+ spaces shall be landscaped on all sides Yes
50+ space parking lots require
100 sf island per 25 spaces NA Only 41 stalls for Building B
Required Proposed Gross Floor # Stalls
# space requirements 30 41 Retail: 1 space per 200sf floor area 6000 5925 30 required
# handicap space requirements 2 2
Off-Street Loading Spaces None
50 feet from a residential district.NA
10/2/2024 5 Site Plan Worksheet-Building B-Multi Tenant Retail (L2 B1)
SITE & BUILDING PLAN REVIEW
WORKSHEET
PROJECT: Lino Retail 2.0-Building C-Fast Oil Change (L2B2)DATE: September 30, 2024
REVISED:
Planning & Zoning Board Date:October 9, 2024
City Council Date:November 12, 2024 To be addressed by applicant
ZONING/LAND USE
NOTES:
Zoning District GB Property will be rezoned from NB, Neighborhood Business to GB, General Bus
Future Land Use Plan Commercial
Sewered or Unsewered Lot Sewered
CUP required?Yes CUP required for Automobile Repair-Major and Minor. Fast oil change is minor.
Comprehensive Plan Amendment?No
Rezoning required?Yes Property will be rezoned from NB, Neighborhood Business to GB, General Bus
Variance required?No
Required Proposed
Lot size (sf)20,000 57,613
Lot width (ft)100 177
10/2/2024 1 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2)
Attachment 13: Site and Building Plan Review Worksheet - Building C
Setbacks-Street Right-of-Way Required Proposed
Principal Building-Minor Collector
(Marketplace Dr)30 ft 34
Principal Building- Arterial (Lake Dr)40 ft 83
Parking Lot 15 ft 10 Driveway lane shall be 15ft frrom Marketplace Drive
Setbacks-Rear Lot Line (West)Required Proposed
Principal Building 30 ft 174
Accessory Building 5 ft 83 trash enclosure
Parking Lot/Driveway 10 ft 10
Setbacks-Side Lot Line (South)Required Proposed
Principal Building 10 ft 43
Accessory Building 10 ft NA
Parking Lot/Driveway 10 ft 10
Required Proposed
From Residential Land Use 35 ft NA Land to the west is guided Commercial
Between Principal Buildings NA NA
Required Proposed
Height 45 ft max 24
Impervious surface restrictions Permitted Proposed
75% max 58%
10/2/2024 2 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2)
GENERAL PROVISIONS
Building Type and Construction Commercial
Accessory buildings or structures Required Proposed
Number of structures 0 None
Size 400 sf NA
Refuse and recyclable materials enclosure TBD Details shall be provided.
Outdoor lighting
1.0 ft candle allowance onto right of way TBD Lot lines shall be clearly shown. Plans shall be revised.
0.4 ft candle allowance onto adjacent prop.TBD Lot lines shall be clearly shown. Plans shall be revised.
Hooded lights TBD Details shall be provided.
Required Proposed
Light Fixture Pole Height 45 ft max.28
Light Fixture Location Required Proposed
Street ROW 10 ft 46
Side or rear 5 ft 96
10/2/2024 3 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2)
Smoke, Dust, Odors, Noise Minimal Typical construction activities.
Sewage Disposal (on-site)NA
Waste material Yes Typical construction waste material will be property disposed of.
Bulk storage (liquid)No
Radiation emission No
Electrical emission No
Exterior storage No
Off-Street Parking Required Proposed
Angle of parking 90 90
Space Width 9 ft 9
Space Length 18 ft 18
Aisle Width One Way 24 ft NA
Aisle Width Two Way 24 ft 22 Plan shall be revised. Measurements shall be shown for all aisle widths.
Curb cut access 30 feet from intersection 120 and 240 120 ft from Marilyn Dr and 240 ft from Lake Dr
Curb cut access 40 feet from one another NA
Curb cut and driveway 5 feet from side yard 10
10/2/2024 4 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2)
Required Proposed
Curb cut width 36 feet max.55 OK per City Engineer
Driveway grade elevation 5%TBD Grade shall be provided on Grading Plan.
Striping 4" wide 4"4"
Continuous concrete perimeter curb barrier Yes
6+ spaces shall be landscaped on all sides Yes
50+ space parking lots require
100 sf island per 25 spaces NA Only 9 stalls for Building C
Required Proposed
# space requirements 8 9 Auto Repair: 4 spaces plus 2 spaces per service bay.
# handicap space requirements 1 1 4 spaces + (2 spaces x 2 bays) =4+4 =8 spaces required
Off-Street Loading Spaces None
50 feet from a residential district.NA
10/2/2024 5 Site Plan Worksheet-Building C-Fast Oil Change (L2 B2)
1
Public Hearing: Draft Posted to Website:
1st Reading: Publication:
2nd Reading: Effective:
CITY OF LINO LAKES
ORDINANCE NO. 17-24
ORDINANCE TO REZONE CERTAIN PROPERTY FROM NB, NEIGHBORHOOD BUSINESS
TO GB, GENERAL BUSINESS FOR LINO RETAIL 2.0
The City Council of Lino Lakes ordains:
Section 1: Findings of Fact
1.The City received a Land Use Application to rezone certain property from NB,
Neighborhood Business to GB, General Business.
2.The Planning and Zoning Board held a public hearing on October 9, 2024.
3.Per City Code Section 1007.015 (4):
(e)The Planning and Zoning Board shall hold the public hearing and consider possible
adverse effects of the proposed amendment. Its judgement shall be based upon, but not
limited to, the following factors:
1.The proposed action is consistent with the official City Comprehensive Plan.
The rezoning is consistent with the 2040 Comprehensive Plan. The land is guided
commercial. GB, General Business is a business/commercial zoning district.
2.The proposed action is or will be compatible with present and future land uses
of the area.
The rezoning is compatible with the adjacent GB, General Business zoned parcels along
Lake Drive.
3.The proposed action conforms with all performance standards contained herein.
The proposed commercial development conforms with all performance standards with
minor revisions as noted.
4.The proposed action can be accommodated with existing public services and will
not overburden the city’s service capacity.
Attachment 14: Ordinance No. 17-24 Rezoning
2
The proposed commercial development can be accommodated with existing public
services and will not overburden the city’s service capacity.
5.Traffic generation by the proposed action is within capabilities of streets serving
the property as described in § 1007.020(4)(d) of City Code.
Traffic generated by the proposed commercial development is within the capabilities of
the street serving the property.
Section 2: Amendment
The Zoning Ordinance of the City of Lino Lakes is hereby amended to rezone the
following described property and shown in Attachment A - Rezoning Exhibit from NB,
Neighborhood Business to GB, General Business.
Section 3: Legal Description
Lot 3, Auditor’s Subdivision No. 134, Anoka County, Minnesota, excepting therefrom
Parcel 17, Anoka County Highway Right-of-Way Plat No. 17.
AND
Lot 4, Auditor’s Subdivision No. 134, Anoka County, Minnesota, excepting therefrom
Parcel 18, Anoka County Highway Right-of-Way Plat No. 17.
AND
Lot 5, Auditor’s Subdivision No. 134, Anoka County, Minnesota, excepting therefrom
Parcel 19, Anoka County Highway Right-of-Way Plat No. 17.
AND
Lot 6, Auditor’s Subdivision No. 134, Anoka County, Minnesota, excepting therefrom
Parcel 20, Anoka County Highway Right-of-Way Plat No. 17.
AND
That part of 77th Street lying in the Southwest Quarter of the Southeast Quarter of
Section 8, Township 31, Range 22, Anoka County, Minnesota, bounded as follows:
Lying north of Lot 3, AUDITOR’S SUBDIVIONS No. 134, according to the recorded
plat thereof, said Anoka County; lying east of the northerly extension of the
West line of said Lot 3; lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY
PLAT NO. 17, according to the recorded plat thereof, said Anoka County and
3
lying south of the North line of said Southwest Quarter of the Southeast Quarter.
AND
That part of 77th Street lying in CAROLE’S 2ND ADDITION ESTATES, according to the
recorded plat thereof, Anoka County, Minnesota, bounded as follows:
Lying east of the southerly extension of the west line of Lot 12, Block 2, said
CAROLE’S 2ND ADDITION ESTATES; lying south of the south line of said Lot 12;
lying north of the North line of the Southwest Quarter of the Southeast Quarter,
Section 8, Township 31, Range 22 and lying west of ANOKA COUNTY HIGHWAY
RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka
County.
Section 4: Effect
This ordinance shall be in force and effect from and after its passage and publication
according to the Lino Lakes City Charter and upon the filing of the ordinance.
Section 5: The rezoning provided for by this ordinance is contingent on the filing of Lino
Retail 2.0 final plat. Should the final plat not be filed, the rezoning provided by this
ordinance shall be null and void.
Adopted by the Lino Lakes City Council this ____ day of ________________, 2024.
________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Roberta Colotti, CMC
City Clerk
4
ATTACHMENT A
Rezoning Exhibit
0 100'200'
REZONING EXHIBIT
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR
REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED LAND SURVEYOR UNDER THE LAWS OF
THE STATE OF MINNESOTA.
NO.DATE DESCRIPTION DATE:
SCALE:
DRAWN BY:
CHECKED BY:
PROJECT NO.COPYRIGHT @ 2024BY DESIGN TREE ENGINEERING INCORPORATED
AS SHOWN
DATE:
PREPARED FOR:10/3/24
JDS
MG
10923008 Jonathan D. Schuette 45352
JAVA COMPANIES
1 INCH = 100 FEET
10/3/24
EXISTING ZONING: GB
EXISTING ZONING: NB
EXISTING ZONING: NB
EXISTING ZONING: NB
EXISTING ZONING: NB
EXISTING ZONING: NB
EXISTING ZONING: NB
1
CITY OF LINO LAKES
RESOLUTION NO. 24-142
RESOLUTION APPROVING LINO RETAIL 2.0 PRELIMINARY PLAT
WHEREAS, the City received a land use application for Lino Retail 2.0 preliminary plat
(“Development”); and
WHEREAS, City staff completed review of the Development based on the following
submittals:
•Preliminary Plat prepared by Design Tree dated September 9, 2024
•Civil Plan Set prepared by Design Tree dated September 4, 2024
•Landscape Plan prepared by Plan-Type dated August 2, 2024
•Architectural Plans prepared by Lampert Architects dated September 6, 2024
•Final Stormwater Management Study prepared by Design Tree dated July 16, 2024
•Geotech Sketch and Logs prepared by Braun Intertec dated August 27, 2024
•Traffic Impact Study prepared by Alliant dated September 23, 2024; and
WHEREAS, a public hearing was held before the Planning & Zoning Board on October 9,
2024 and the Board recommended approval of the preliminary plat with a 5-0 vote.
NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that:
FINDINGS OF FACT
Per City Code Section 1001.013, Premature Subdivision:
(1)General. Any concept plan, preliminary plat or final plat deemed premature pursuant to
the following criteria shall be denied by the City Council.
(2)Conditions for establishing a premature subdivision. A subdivision may be deemed
premature should any of the following conditions not be met.
(a)Consistency with the Comprehensive Plan. Including any of the following:
1.Land use plan;
2.Transportation plan;
3.Utility (sewer and water) plans;
4.Local water management plan;
5.Capital improvement plan; and
6.Growth management policies, including MUSA allocation criteria.
Lino Retail 2.0 preliminary plat is consistent with the goals and policies of the comprehensive
plan.
Attachment 15: Resolution No. 24-142 Preliminary Plat
2
(b)Consistency with infill policies. A proposed urban subdivision shall meet the city's infill
policies:
1.The urban subdivision must be located within the Metropolitan Urban Service Area (MUSA)
or the staged growth area as established by the city's Comprehensive Plan;
2.The cost of utilities and street extensions must be covered by one or more of the following:
a.An immediate assessment to the proposed subdivision;
b.One hundred percent of the street and utility costs are privately financed by the developer;
c.The cost of regional and/or oversized trunk utility lines can be financed with available city
trunk funds; and
d.The cost and timing of the expenditure of city funds are consistent with the city's capital
improvement plan.
3.The cost, operation and maintenance of the utility system are consistent with the normal
costs as projected by the water and sewer rate study; and
4.The developer payments will offset additional costs of utility installation or future operation
and maintenance.
Lino Retail 2.0 preliminary plat is consistent with infill policies. The development is within the
current Utility Staging Area 1A (2018-2025). The cost and timing of the expenditure of city funds
are consistent with the city’s capital improvement plan. The cost, operation and maintenance of
the utility system are consistent with the normal costs projected by the water and sanitary rate
study. No future utility costs are proposed.
(c)Roads or highways to serve the subdivision. A proposed subdivision shall meet the
following requirements for level of service (LOS), as defined by the Highway Capacity Manual:
1.If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic
generated by a proposed subdivision will not degrade the level of service more than one grade;
2.If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed
subdivision will not degrade the level of service below C;
3.If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed
subdivision will not degrade the level of service below D;
4.The existing LOS must be D or better for all streets and intersections providing access to the
subdivision. If the existing level of service is E or F, the subdivision developer must provide, as
part of the proposed project, improvements needed to ensure a level of service D or better;
5.Existing roads and intersections providing access to the subdivision must have the structural
capacity to accommodate projected traffic from the proposed subdivision or the developer will
pay to correct any structural deficiencies;
6.The traffic generated from a proposed subdivision shall not require city street
improvements that are inconsistent with the Lino Lakes capital improvement plan. However,
the city may, at its discretion, consider developer-financed improvements to correct any street
deficiencies;
7.The LOS requirements in divisions (2)(c)1. to 4. above do not apply to the I-35W/Lake Drive
or I-35E/Main St. interchanges. At city discretion, interchange impacts must be evaluated in
conjunction with Anoka County and the Minnesota Department of Transportation, and a plan
3
must be prepared to determine improvements needed to resolve deficiencies. This plan must
determine traffic generated by the subdivision project, how this traffic contributes to the total
traffic, and the time frame of the improvements. The plan also must examine financing options,
including project contribution and cost sharing among other jurisdictions and other properties
that contribute to traffic at the interchange; and
8.The city does not relinquish any rights of local determination.
Lino Retail 2.0 preliminary plat meets the requirements for level of service (LOS). Intersections
currently operate at an overall Level of Service (LOS) A for AM and PM peak hour. Build
condition overall LOS will operate at a level A for AM peak hour and level B for PM peak hour.
The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the
development is not considered premature. Existing roads and intersections providing access to
the subdivision have the structural capacity to accommodate projected traffic from the
proposed subdivision. No street improvements are proposed that are inconsistent with the City’s
capital improvement plan. The city does not relinquish any rights of local determination.
(d)Water supply. A proposed subdivision shall be deemed to have an adequate water supply
when:
1.The city water system has adequate wells, storage or pipe capacity to serve the subdivision;
2.The water utility extension is consistent with the Lino Lakes water plan and offers the
opportunity for water main looping to serve the urban subdivision;
3.The extension of water mains will provide adequate water pressure for personal use and
fire protection; and
4.The rural subdivision can demonstrate that each of the proposed lots can be provided with
a potable water supply.
Lino Retail 2.0 preliminary plat will have an adequate water supply.
(e)Waste disposal systems. A proposed subdivision shall be served with adequate waste
disposal systems when:
1.The urban sewered subdivision is located inside the city's MUSA or is consistent with the
MUSA allocation criteria;
2.The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its
maximum density;
3.The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and
capital improvement plan;
4.A rural subdivision can demonstrate that each lot can be served by an adequate sanitary
sewer disposal system; and
5.A rural subdivision with a proposed communal sanitary sewer or water system has an
effective long range management and maintenance program with proper financing.
Lino Retail 2.0 preliminary plat will be served with an adequate waste disposal system.
4
BE IT FURTHER RESOLVED the Lino Retail 2.0 preliminary plat is not a premature
subdivision; and
BE IT FURTHER RESOLVED the Lino Retail 2.0 preliminary plat is approved subject to the
following conditions:
1.Shared Driveway and Parking Access Agreements and exhibits shall be recorded
detailing private maintenance responsibilities include the driveways, landscaped parking
lot medians, island landscaping, lighting, and other related appurtenances.
a.Lot 1, Block 1, Lino Retail 2.0 to 7731 Lake Drive (American Legion)
b.Lot 1 to Lot 2, Block 1, Lino Retail 2.0
c.Lot 1, Block 2, Lino Retail 2.0 to 7671 Lake Drive
2.The existing houses, driveways, and structures located within the plat shall be removed
and the ground properly restored within one (1) year of final plat approval.
3.All private septic systems shall be properly removed.
4.All private wells shall be properly capped.
BE IT FURTHER RESOLVED the following items shall be addressed at the time of final
plat submittal:
1.All comments from the City Engineer memo dated October 29, 2024.
2.All comments from the Environmental memo dated November 4, 2024.
3.All comments from Anoka County Transportation Division letter dated September 19,
2024.
4.All comments highlighted in red on the Site & Building Plan Review Worksheets.
5.A draft of the Shared Driveway and Parking Access Agreements and exhibits shall be
submitted.
6.Revision dates shall be included on all applicable plan sheets.
7.All of the architectural plan sheets are labeled A2. This shall be revised.
8.The lot lines on all plan sheets shall be clearly standout from other lines.
9.The building footprint square footage noted on all plan sheets, narrative, reports, etc.
shall be consistent.
10.Trash and recycling enclosure details shall be provided.
11.Mechanical equipment screening shall be provided.
12.Certificate of Survey:
a.The survey shows existing trees that do not exist. Please revise.
b.Existing wells and septic systems shall be shown for all lots.
13.Preliminary Plat:
a.The new road extension shall be labeled Marketplace Drive.
14.Sheet C102 and C103, Removals Plan (North and South):
a.The existing houses, driveways, and structures within the plat shall be shown as
removed.
15.Sheet C201, Site Plan (North):
5
a.Sheet shall be titled Site Plan (Overall).
b.Buildings shall be labeled Building A, Building B, and Building C consistent with
architectural plans.
c.Building footprint square footage shall be included.
d.There appear to be extra lines turned on. Please review and remove.
e.Monument sign locations shall be shown.
16.Sheet C202, Site Plan (North):
a.The Parking Information shall show how the number of parking spaces were
calculated. See information in Site Plan Worksheets.
b.Monument sign locations shall be shown.
17.Sheet C203, Site Plan (South):
a.The lot lines shall match the preliminary plat.
i.The south lot line is not correct.
b.The parking lot/driveway exit setback along Marketplace Drive shall be 15ft
c.The south lot line building setback shall be revised to 10ft.
d.A minimum 5ft wide sidewalk shall be provided along Lake Drive adjacent to Lot
1, Block 2, Lino Retail 2.0 and provide access to the lot.
e.The Parking Information shall show how the number of parking spaces were
calculated. See information in Site Plan Worksheets.
f.Monument sign locations shall be shown.
18.Sheet C302, Grading Plan (South):
a.The building shall be labeled Building C.
19.Landscape Plan:
a.A six (6) foot high maintenance free privacy fence shall be located along the west
lot lines of all three (3) lots.
20.Page M of 1, Viking Electric Photometric Plan:
a.The plan shall use the current proposed site plan.
b.Lot lines shall be clearly shown for all lots.
c.Foot candles shall meet city code performance standards.
d.Measurements shall include any proposed drive-through boards and lighting.
21.Sheet A2, Proposed Building A Elevations:
a.Windows shall be added to the east elevation.
22.Sheet A2, Proposed Building C Elevations:
a.The sum of West Elevation Class I materials should be 75.5%.
BE IT FURTHER RESOLVED the following items shall be addressed prior to issuing
building permits within the plat:
1.Recorded copies of the following shall be submitted to the City:
a.Final Plat
b.Development Agreement
c.Declaration of Maintenance of Stormwater Facilities
d.Shared Driveway and Parking Access Agreements
e.Conditional Use Permit Resolution
6
2.Copies of the following shall be submitted to the City:
a.MPCA SSTS Abandonment Reporting Form for private septic system removal.
i.7675 Lake Drive
ii.7681 Lake Drive
iii.7691 Lake Drive
b.MDH Well and Boring Sealing Record for private well removal.
i.7675 Lake Drive
ii.7681 Lake Drive
iii.7691 Lake Drive
Adopted by the City Council of the City of Lino Lakes this _________day of ______________,
2024.
___________________________
Rob Rafferty, Mayor
ATTEST:
___________________________
Roberta Colotti, CMC, City Clerk
1
CITY OF LINO LAKES
RESOLUTION NO. 24-143
RESOLUTION APPROVING CONDITIONAL USE PERMIT
FOR AUTOMOBILE REPAIR-MINOR (LOT 1, BLOCK 2, LINO RETAIL 2.0)
WHEREAS, the City received a land use application for a conditional use permit for
automobile repair-major and minor (“Development”); and
WHEREAS, the October 9, 2024 Planning & Zoning Board Staff Report and the November
12, 2024 Council Staff Report provide supporting narrative and documentation for the
Development; and
WHEREAS, the property will be zoned GB, General Business with the adoption of
Ordinance No. 17-24 and allows for automobile repair-major and minor with an approved
conditional use permit; and
WHEREAS, the legal description of the property will be Lot 1, Block 2, Lino Retail 2.0
upon filing of the final plat; and
WHEREAS, City staff has completed a review of the land use application based on the
following plans:
•Narrative prepared by Java Companies received September 9, 2024
•Preliminary Plat prepared by Design Tree dated September 9, 2024
•Civil Plan Set prepared by Design Tree dated September 4, 2024
•Landscape Plan prepared by Plan-Type dated August 2, 2024
•Architectural Plans prepared by Lampert Architects dated September 6, 2024
•Final Stormwater Management Study prepared by Design Tree dated July 16, 2024
•Geotech Sketch and Logs prepared by Braun Intertec dated August 27, 2024
•Traffic Impact Study prepared by Alliant dated September 23, 2024; and
WHEREAS, a public hearing was held before the Planning & Zoning Board on October 9,
2024 and the Board recommended approval of a conditional use permit for automobile repair-
minor with a 5-0.
NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that:
FINDINGS OF FACT
Per City Code Section 1007.016(3):
Attachment 16: Resolution No. 24-143 Conditional Use Permit
2
(e)The Planning and Zoning Board shall hold the public hearing and consider possible
adverse effects of the proposed conditional use. Its judgement shall be based upon, but not
limited to, the following factors:
1.The proposed development application has been found to be consistent with the
design standards listed in § 1007.020(4).
See below.
2.Will not involve uses, activities, processes, materials, equipment and conditions of
operation that will be detrimental to any persons, property, or the general welfare because of
excessive production of traffic, noise, smoke, fumes, glare, or odors.
The proposed automobile repair-minor will not involve activities detrimental to any person,
property, or the general welfare.
3.Will not result in the destruction, loss, or damage of a natural, scenic or historic feature
of major importance.
The proposed automobile repair-minor will not result in the destruction of a natural, scenic, or
historic feature of major importance.
Per City Code Section 1007.020:
(4)Performance Standards. Plans which fail to meet the following criteria shall not be
approved.
(a)The proposed development application must be consistent with the policies and
recommendations of the Lino Lakes Comprehensive Plan.
The proposed automobile repair-minor is consistent with commercial land use.
(b)The proposed development application is compatible with present and future land
uses of the area.
The proposed automobile repair-minor is compatible with present and future land uses of the
area.
(c)The proposed development application conforms to performance standards herein
and other applicable City Codes.
The proposed automobile repair-minor conforms to City Code performance standards with
minor revisions as noted in the Council staff report.
3
(d)Traffic generated by a proposed development application is within the capabilities of
the City when:
1.If the existing level of service (LOS) outside of the proposed development is A or
B, traffic generated by a proposed development will not degrade the level of
service more than one grade.
2.If the existing LOS outside of the proposed development is C, traffic generated by
a proposed development will not degrade the level of service below C.
3.If the existing LOS outside of the proposed development is D, traffic generated
by a proposed development will not degrade the level of service below D.
4.The existing LOS must be D or better for all streets and intersections providing
access to the proposed development. If the existing level of service is E or F, the
developer must provide, as part of the proposed project, improvements needed
to ensure a level of service D or better.
5.Existing roads and intersections providing access to the proposed development
must have the structural capacity to accommodate projected traffic from the
proposed development or the developer will pay to correct any structural
deficiencies.
6.The traffic generated from a proposed development shall not require City street
improvements that are inconsistent with the Lino Lakes Capital Improvement
Plan. However, the City may, at its discretion, consider developer-financed
improvements to correct any street deficiencies.
7.The LOS requirements in paragraphs 1. to 4. above do not apply to the I-
35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange
impacts must be evaluated in conjunction with Anoka County and the Minnesota
Dept. of Transportation, and a plan must be prepared to determine
improvements needed to resolve deficiencies. This plan must determine traffic
generated by the proposed development project, how this traffic contributes to
the total traffic, and the time frame of the improvements. The plan also must
examine financing options, including project contribution and cost sharing
among other jurisdictions and other properties that contribute to traffic at the
interchange.
The proposed automobile repair-minor meets Level of Service (LOS) requirements. is within the
capabilities of the City. The existing roads and intersections providing access to the proposed
development have the structural capacity to accommodate projected traffic from the proposed
development. The traffic generated from a proposed development does not require City street
improvements that are inconsistent with the Lino Lakes Capital Improvement Plan.
(e)The proposed development shall be served with adequate and safe water supply.
The proposed automobile repair-minor will have an adequate and safe water supply.
(f)The proposed development shall be served with an adequate or safe sanitary sewer
system.
4
The proposed automobile repair-minor will be served with an adequate waste disposal system.
(g)The proposed development shall not result in the premature expenditures of City
funds on capital improvements necessary to accommodate the proposed
development.
The proposed automobile repair- minor does not require City funds.
(h)Fire prevention and fighting equipment acceptable to the Board of Fire Underwriters
and City Council shall be readily available when any activity involving the handling or
storage of flammable or explosive materials is carried on.
The proposed automobile repair-minor will have fire prevention and fighting equipment readily
available.
BE IT FURTHER RESOLVED the following specific performance standards of City Code
Section 1007.132(8) have also been met:
(a)Automobile repair-major and minor provided that:
1.The architectural appearance and functional plan of the building and site shall not be
so dissimilar to the existing buildings or area as to cause impairment in property values or
constitute a blighting influence.
The architectural appearance and functional plan of the building and site are not dissimilar to
the existing and proposed commercial buildings in the area.
2.All repair work shall be conducted within the principal building.
All repair work will be conducted within the principal building.
3.All painting must be conducted in an approved paint booth. All paint booths and all
other activities of the operation shall thoroughly control the emission of fumes, dust, or other
particulate matter so that the use shall be in compliance with the State of Minnesota Pollution
Control Standards, Minnesota Regulation APC 1-15, as amended.
No painting or paint booths are proposed with the automobile.
4.The emission of odor by a use shall be in compliance with and regulated by the State of
Minnesota Pollution Control Standards, Minnesota regulations APC, as amended.
The emission of odor will be in compliance with state regulations.
5
5.All flammable materials, including liquids and rags, shall conform with the applicable
provisions of the Minnesota Uniform Fire Code.
All flammable materials will conform with Minnesota Uniform Fire Code.
6.All outdoor storage shall be prohibited except the storage of customer vehicles waiting
for repair.
Outdoor storage is prohibited except for the storage of customer vehicles waiting for repair.
BE IT FURTHER RESOLVED the conditional use permit provided for by this resolution is
contingent on the filing of Lino Retail 2.0 final plat. Should the final plat not be filed, the
conditional use permit provided by this resolution shall be null and void.
BE IT FURTHER RESOLVED the conditional use permit shall only be for automobile
repair-minor as defined in City Code Section 1007.001(2) Definitions.
AUTOMOBILE REPAIR-MINOR. An establishment providing goods or services related to
passenger motor vehicles such as car washes; repair businesses limited to minor engine repair,
fluid changing, tire service and muffler repair; and other uses of similar character, but not
including uses defined as a major automobile business or automobile sales.
BE IT FURTHER RESOLVED the conditional use permit for automobile repair-minor is
approved subject to the following conditions:
1.Automobile repair-major is not allowed without an approved conditional use permit.
2.Customer vehicles waiting for repair shall not be parked on-site longer than 24 hours.
3.A Site Improvement Performance Agreement shall be executed.
4.A Declaration for Maintenance of Stormwater Facilities in favor of RCWD and the City
shall be recorded.
5.If installed, rooftop or ground mounted mechanical equipment shall be screened per
City Code Section 1007.043(2)(d)14.
6.Annual inspections may be conducted by the City to ensure City Code compliance.
7.A separate sign permit application shall be submitted and approved by the City prior to
any permanent, replacement, or temporary signage installation.
8.A building permit application for change of use shall be submitted for any new tenant
that occupies a multi-tenant industrial building unit.
9.Failure to comply with any of the listed conditions may result in revocation of the
conditional use permit.
BE IT FURTHER RESOLVED the following comments shall be addressed at the time of
Lino Retail 2.0 final plat submittal:
1.All comments from the City Engineer memo dated October 29, 2024.
6
2.All comments from the Environmental memo dated November 4, 2024.
3.All comments from Anoka County Transportation Division letter dated September 19,
2024.
4.All comments highlighted in red on the Site & Building Plan Review Worksheets.
5.A draft of the Shared Driveway and Parking Access Agreements and exhibits shall be
submitted.
6.Revision dates shall be included on all applicable plan sheets.
7.The lot lines on all plan sheets shall be clearly standout from other lines.
8.The building footprint square footage noted on all plan sheets, narrative, reports, etc.
shall be consistent.
9.Trash and recycling enclosure details shall be provided.
10.Mechanical equipment screening shall be provided.
11.Certificate of Survey:
a.The survey shows existing trees that do not exist. Please revise.
b.Existing wells and septic systems shall be shown for all lots.
12.Preliminary Plat:
a.The new road extension shall be labeled Marketplace Drive.
13.Sheet C102 and C103, Removals Plan (North and South):
a.The existing houses, driveways, and structures within the plat shall be shown as
removed.
14.Sheet C201, Site Plan (North):
a.Sheet shall be titled Site Plan (Overall).
b.Buildings shall be labeled Building A, Building B, and Building C consistent with
architectural plans.
c.Building footprint square footage shall be included.
d.There appear to be extra lines turned on. Please review and remove.
e.Monument sign locations shall be shown.
15.Sheet C202, Site Plan (North):
a.The Parking Information shall show how the number of parking spaces were
calculated. See information in Site Plan Worksheets.
b.Monument sign locations shall be shown.
16.Sheet C203, Site Plan (South):
a.The lot lines shall match the preliminary plat.
i.The south lot line is not correct.
b.The parking lot/driveway exit setback along Marketplace Drive shall be 15ft
c.The south lot line building setback shall be revised to 10ft.
d.A minimum 5ft wide sidewalk shall be provided along Lake Drive adjacent to Lot
1, Block 2, Lino Retail 2.0 and provide access to the lot.
e.The Parking Information shall show how the number of parking spaces were
calculated. See information in Site Plan Worksheets.
f.Monument sign locations shall be shown.
17.Sheet C302, Grading Plan (South):
a.The building shall be labeled Building C.
18.Landscape Plan:
7
a.A six (6) foot high maintenance free privacy fence shall be located along the west
lot lines of all three (3) lots.
19.Page M of 1, Viking Electric Photometric Plan:
a.The plan shall use the current proposed site plan.
b.Lot lines shall be clearly shown for all lots.
c.Foot candles shall meet city code performance standards.
d.Measurements shall include any proposed drive-through boards and lighting.
20.Sheet A2, Proposed Building C Elevations:
a.The sum of West Elevation Class I materials should be 75.5%.
Adopted by the City Council of the City of Lino Lakes this _________day of ______________,
2024.
___________________________
Rob Rafferty, Mayor
ATTEST:
___________________________
Roberta Colotti, CMC, City Clerk
1
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 6B
STAFF ORIGINATOR: Diane Hankee, City Engineer
MEETING DATE: November 12, 2024
TOPIC: PUBLIC HEARING: Consider 1st Reading of Ordinance No. 14-24,
Vacating a portion of 77th Street lying between Marilyn Drive
and Lake Drive
VOTE REQUIRED: Super Majority
_____________________________________________________________________________
INTRODUCTION
Staff is requesting City Council consideration of the 1st Reading of Ordinance No. 14-24,
vacating a portion of 77th Street lying between Marilyn Drive and Lake Drive.
BACKGROUND
The City has planned, for a long time, to realign 77th Street with Market Place Drive. This is in
coordination with Anoka County to improve mobility on Lake Drive and address existing
access and traffic flow concerns. Thus in 2025, the City plans to complete the construction of
the realign 77th Street at Market Place Drive. This project is in coordination with the
development of the adjacent properties which is General and Neighborhood Business. The
traffic analysis shows there will negligible traffic changes on the local surrounding streets. The
local roadways will be traveled by the neighborhood users. Transportation engineering trip
distribution concludes that thru traffic is not inclined to weave through neighborhoods verses
using the arterial road, Lake Dr. We anticipate local traffic patterns may change within the
neighborhood itself. However, the neighborhood traffic will still be well under capacity for the
local roadways.
The second reading of the ordinance is scheduled for November 25, 2024.
RECOMMENDATION
Staff is recommending approval of the 1st Reading of Ordinance No. 14-24 vacating a portion
of 77th Street lying between Marilyn Drive and Lake Drive.
ATTACHMENTS
1. Ordinance No. 14-24
1st Reading: Publication:
2nd Reading: Effective:
CITY OF LINO LAKES
ORDINANCE NO. 14-24
ORDINANCE VACATING A PORTION OF 77TH STREET
(BETWEEN MARILYN DRIVE AND CSAH 23 (LAKE DRIVE),
ANOKA COUNTY, MINNESOTA.)
The City Council of Lino Lakes ordains:
Section 1: Findings of Fact
1. The City Council of Lino Lakes has determined to vacate a portion of 77th Street between
Marilyn Drive and CSAH 23 (Lake Drive) (“Street”).
2. The area of the vacated Street is legally described as follows and shown in Attachment
A-Vacation Exhibit.
That part of 77th Street lying in the Southwest Quarter of the Southeast Quarter of Section 8,
Township 31, Range 22, Anoka County, Minnesota, bounded as follows:
Lying north of Lot 3, AUDITOR’S SUBDIVIONS No. 134, according to the recorded plat
thereof, said Anoka County; lying east of the northerly extension of the West line of said
Lot 3; lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to
the recorded plat thereof, said Anoka County and lying south of the North line of said
Southwest Quarter of the Southeast Quarter.
AND
That part of 77th Street lying in CAROLE’S 2ND ADDITION ESTATES, according to the recorded plat
thereof, Anoka County, Minnesota, bounded as follows:
Lying east of the southerly extension of the west line of Lot 12, Block 2, said CAROLE’S
2ND ADDITION ESTATES; lying south of the south line of said Lot 12; lying north of the
North line of the Southwest Quarter of the Southeast Quarter, Section 8, Township 31,
Range 22 and lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17,
according to the recorded plat thereof, said Anoka County.
3. A public hearing was held on November 12, 2024 before the City Council in the City Hall
Council Chambers after due published and posted notice had been given and reasonable
attempts were made to give personal notice to all affected property owners, and all
persons interested were given an opportunity to be heard; and
4. It appears to be in the best interest of the City to vacate such Street; and
2
5. This ordinance shall be recorded with Anoka County; and
6. Four-fifths of all members of the City Council concur with this ordinance.
Section 2: Street Vacated
The Street described herein is hereby vacated.
Section 3: Any person, corporation or public body owning or controlling easements contained
upon the property vacated, reserves the right to continue maintaining the same or to enter
upon such way or portion thereof vacated to maintain, repair, replace or otherwise attend
thereto.
Section 4: Effect
This ordinance shall be in force and effect from and after its passage and publication according
to the Lino Lakes City Charter and upon filing of the ordinance.
Section 5: The vacation provided for by this ordinance is contingent on the dedication of new
77th Street right-of-way in the Lino Retail 2.0 plat, said new right-of-way to be named
Marketplace Drive. Should the new right-of-way not be dedicated, the vacation provided by this
ordinance shall be null and void.
Adopted by the Lino Lakes City Council this ____ day of ________________, 2024.
BY: ____________________________
Rob Rafferty, Mayor
ATTEST:
___________________________
Roberta Colotti, CMC, City Clerk
3
ATTACHMENT A
Street Vacation Exhibit
0 60'120'
VACATION EXHIBIT
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR
REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED LAND SURVEYOR UNDER THE LAWS OF
THE STATE OF MINNESOTA.
NO.DATE DESCRIPTION DATE:
SCALE:
DRAWN BY:
CHECKED BY:
PROJECT NO.COPYRIGHT @ 2023
BY DESIGN TREE ENGINEERING INCORPORATED
AS SHOWN
DATE:
PREPARED FOR:09/04/24
CWK
JDS
10923008 Jonathan D. Schuette 45352
JAVA COMPANIES, LLC
1 INCH = 60 FEET
09/09/24
SOUTH LINE OF LOT
12, BLOCK 2, CAROLE'S
2ND ESTATES
WEST LINE OF ANOKA
COUNTY HIGHWAY RIGHT
OF WAY PLAT NO. 17
NORTH LINE OF LOT 3,
AUDITOR'S SUBDIVISION NO. 134
NORTHERLY EXTENSION
OF THE WEST LINE OF
LOT 3, AUDITOR'S
SUBDIVISION NO. 134
SOUTHERLY EXTENSION OF THE
WEST LINE OF LOT 12, BLOCK 2,
CAROLE'S 2ND ESTATES
NORTH LINE OF THE
SW1/4-SE1/4 OF
SEC. 8, T.31, R.22
1
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 6C
STAFF ORIGINATOR: Diane Hankee, City Engineer
MEETING DATE: November 12, 2024
TOPIC: PUBLIC HEARING: Consider 1st Reading of Ordinance No. 15-24,
Vacating Drainage & Utility Easement, 1057 Black Duck Court,
Lot 14, Block 2, Black Duck Estates
VOTE REQUIRED: Super Majority
_____________________________________________________________________________
INTRODUCTION
Staff is requesting City Council consideration of the 1st Reading of Ordinance No. 15-24,
vacating Drainage and Utility easement, 1057 Black Duck Court, Lot 14, Block 2, Black Duck
Estates.
BACKGROUND
1057 Black Duck Court a residential parcel owned by Patrick & Heather Galvin. The property
owner submitted a land use application requesting the vacation, of a portion, of a drainage
and utility easement on their property for the installation of a deck and for compliance with
City code.
The drainage and utility easement was dedicated to the City through the platting process pre
wetland conservation act. The property owner has completed an approved wetland
delineation on the property. Staff has reviewed the delineation and grading of this site and
the adjacent properties to determine the area that could be vacated. The property owner is
going to move their shed and complete grading on the site to become in compliance with
code. The vacation of the easement will also allow them to construct a deck which was not
previously allowed due to the easement.
The Drainage and Utility Easement Vacation Description Sketch prepared by E.G Rud and Sons,
Inc. received on October 15, 2024 details the proposed drainage and utility area to be
vacated.
The second reading of the ordinance is scheduled for November 25, 2024.
RECOMMENDATION
2
Staff is recommending approval of the 1st Reading of Ordinance No. 15-24 Vacating Drainage
& Utility Easements, 1057 Black Duck Court, Lot 14, Block 2, Black Duck Estates.
ATTACHMENTS
1. Ordinance No. 15-24
2. Drainage and Utility Easement Vacation Description Sketch
1
1st Reading: Publication:
2nd Reading: Effective:
CITY OF LINO LAKES
ORDINANCE NO. 15-24
DRAINAGE AND UTILITY EASEMENT VACATION
(1057 BLACK DUCK CT, LOT 14 BLOCK 2, BLACK DUCK ESTATES,
ANOKA COUNTY, MINNESOTA)
The City Council of Lino Lakes ordains:
Section 1: Findings of Fact
1. The City Council of Lino Lakes has determined to vacate the drainage and utility
easement (“Easement”) as shown in Attachment A and legally described as
follows:
That part of the drainage and utility easement lying over, under, and across Lot
14, Block 2, BLACK DUCK ESTATES, Anoka County, Minnesota, as created and
dedicated in said BLACK DUCK ESTATES, described as follows:
Commencing at the southeast corner of said Lot 14, thence North 00 degrees 02
minutes 18 seconds West, assumed bearing, along the easterly line of said Lot
14, for a distance of 90.00 feet to an angle point along said easterly line, and to
the point of beginning of said easement to be vacated; thence South 75 degrees
38 minutes 00 seconds West, for a distance of 82.57 feet, more or less, to a point
on the west line of said Lot 14 being 70.00 feet from the southwest corner
thereof; thence North 00 degrees 02 minutes 18 seconds West, along said west
line, for a distance of 102.00 feet; thence North 89 degrees 57 minutes 42
seconds East, for a distance of 50.00 feet; thence South 45 degrees 17 minutes
35 seconds East, for a distance of 52.89 feet, more or less to the easterly line of
said Lot 14; thence South 09 degrees 37 minutes 47 seconds West, along said
easterly line, for a distance of 45.00 feet to said point of beginning.
Except that part embraced within the easterly and Westerly 5.00 feet of said Lot
14.
2. A public hearing was held on November 12, 2024 before the City Council in the
City Hall Council Chambers after due published and posted notice had been
given and reasonable attempts were made to give personal notice to all affected
2
property owners, and all persons interested were given an opportunity to be
heard; and
3. It appears to be in the best interest of the City to vacate such Easement; and
4. This ordinance shall be recorded with the Anoka County; and
5. Four-fifths of all members of the City Council concur with this ordinance.
Section 2: Easement Vacated
The Easement legally described herein is hereby vacated upon the property becoming
compliant with all City Ordinances. Specifically the existing shed and site drainage shall
be addressed. Should the City determine, in its sole discretion, that the noncompliance
issues have not been suitably addressed, the vacation provided by this Ordinance shall
be null and void.
Section 3: Effect
This ordinance shall be in force and effect from and after its passage and publication
according to the Lino Lakes City Charter and upon recording of the Easement ordinance.
Adopted by the Lino Lakes City Council this 12th day of November, 2024.
____________________________
Rob Rafferty, Mayor
ATTEST:
________________________
Roberta Colotti, CMC, City Clerk
3
ATTACHMENT A
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 6D
STAFF ORIGINATOR: Diane Hankee PE, City Engineer
MEETING DATE: November 12, 2024
TOPIC: Consider Resolution No. 24-144, Adopting Assessments, 2024
Individual Properties
VOTE REQUIRED: Simple Majority _______________________________________________________________
INTRODUCTION
Staff is requesting City Council consideration to adopt assessments for properties where the
owners have requested connection to City utilities and have entered into a Petition and Waiver
Agreement.
BACKGROUND
The property owner has submitted a signed waiver, which waives their rights to a hearing and
waives their rights to appeal under the Lino Lakes City Charter and/or Minnesota Statute 429
provided that the assessment associated with the improvement is levied against their property.
The City will adopt assessments for the following individual properties, which requested
connection to city utilities:
- 6943 2nd Avenue
The total amount to be assessed is $9,539.00. Attached is the proposed assessment roll.
RECOMMENDATION
Staff is recommending approval of Resolution No. 24-144, Adopting Assessments, 2024 Individual
Properties.
ATTACHMENTS
1. Resolution No. 24-144
2. Assessment Roll
CITY OF LINO LAKES
RESOLUTION NO. 24-144
ADOPTING INDIVIDUAL ASSESSMENTS
WHEREAS, pursuant to an executed Petition and Waiver Agreement, associated property
owners waive all rights to a hearing on conducting of local improvements which will benefit the
following properties which requested connection to City utilities:
- 6943 2nd Avenue
NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes:
1. Such proposed assessment, a copy of which is attached hereto and made a part thereof,
is hereby accepted and shall constitute the special assessment against the lands named
therein, and each tract of land therein included is hereby found to be benefited by the
proposed improvement in the amount of the assessment levied against it.
2. Such assessment shall be payable in equal annual installments extending over a period
of fifteen years for 6943 2nd Avenue. The first installment to be payable on or before the
first Monday in January, 2025, and shall bear interest at the rate of five percent (5%) per
annum from the date of the adoption of this assessment resolution. To the first
installment shall be added interest on the entire assessment from the date of this
resolution until December 31, 2024. To each subsequent installment when due shall be
added interest for one year on all unpaid installments.
3. The owner of any property so assessed may, at any time prior to certification of the
assessment to the County Auditor, pay the whole of the assessment on such property,
with interest accrued to the date of payment, to the City, except that no interest shall
be charged if the entire assessment is paid within 30 days from the adoption of this
resolution; and the owner may, at any time thereafter, pay to the City the entire
amount of the assessment remaining unpaid, with interest accrued to December 31 of
the year in which such payment is made. Such payment must be made before
November 15 or interest will be charged through December 31 of the next succeeding
year.
4. The clerk shall forthwith transmit a certified duplicate of this assessment to the County
Auditor to be extended on the property tax lists of the County. Such assessments shall
be collected and paid over in the same manner as other municipal taxes.
Adopted by the City Council of Lino Lakes, Minnesota this 12th day of November, 2024.
Rob Rafferty, Mayor
ATTEST:
________________________
Roberta Colotti, City Clerk
ASSESSMENT ROLL November 12, 2024
2024 INDIVIDUAL ASSESSMENTSLINO LAKES, MINNESOTA
SANITARY SURFACE NEW LOT SANITARY WATERMAIN STREET STORM SEWERSEWERWATERMAINWATERASSESSMENTFRONTFRONTFRONTFRONT TOTALPINADDRESSUNITUNITUNITMGMTUNITFOOTAGEFOOTAGEFOOTAGEFOOTAGEASSESSMENT
19-31-22-31-0004 6943 2nd Avenue 1 $3,363.00 $- $- 6,176.00$ $- $- $- $9,539.00
TOTAL 3,363.00$ -$ -$ -$ 6,176.00$ -$ -$ -$ 9,539.00$
1
CITY COUNCIL
REGULAR MEETING STAFF REPORT
AGENDA ITEM 6E
STAFF ORIGINATOR: Michael Grochala, Community Development Director
MEETING DATE: November 5, 2024
TOPIC: Consider Resolution No. 24-146, Approving Professional Services
Agreement with WSB for Preparation of Test Well 7B Design and
Analysis, Michael Grochala
VOTE REQUIRED: Simple Majority
______________________________________________________________________________
INTRODUCTION
Staff is requesting City Council consideration to authorize preparation of a test well and design
analysis in preparation for Well No. 7 permit application.
BACKGROUND
The City has six water production wells to meet the domestic water supply needs of the
community. As discussed at the November 4, 2024, work session Well No. 2 has not been used
since 2019 due to its poor water quality. It has the highest manganese concentrations of the
six wells, exceeding MDH health guidelines, and in addition, its iron and manganese
concentrations are an aesthetic concern because they can cause staining and a metallic taste.
Recent testing for PFAS identified PFOA concentrations over recently established EPA Maximum
Contaminant Levels (MCLs). The well is also located over 3 miles from the Water Treatment
Plant (WTP) currently under construction. Connection to the plant would require a new raw
water main over that length and still would not address PFAS issues.
Staff is proposing construction of new well on the WTP site which would be connected directly
to the new plant. This would result in 5 wells initially treated by the plant with Well No. 4 used
as a maintenance/peaking well. Connection to the plant also eliminates the need to construct
a pumphouse, greatly reducing costs.
Staff has started discussion with the Minnesota Department of Natural Resources (MNDNR)
regarding the proposed well application. MNDNR has completed a preliminary well assessment
as the first step in the process. WSB has provided a proposal to complete the test well design
and analysis component of the project. Following completion of the design and specifications
the City will obtain quotes for the test well construction and monitoring. Following completion
of the project WSB will complete a technical memorandum summarizing the test findings.
2
WSB is proposing to complete the work on a hourly basis, not-to-exceed fee of $16,100. The
project will be funded from the Area and Unit fund.
RECOMMENDATION
Staff is recommending approval of Resolution No. 24-146.
ATTACHMENTS
1. Resolution No. 24-146
2. WSB Proposal
CITY OF LINO LAKES
RESOLUTION NO. 24-146
APPROVING PROFESSIONAL SERVICES AGREEMENT WITH WSB FOR
PREPARATION OF TEST WELL 7B DESIGN AND ANALYSIS
WHEREAS, the City is proposing to construct a new municipal well to replace Well No. 2,
and
WHEREAS, the process requires the construction of a test well to evaluate potential
impacts on surrounding wells and the aquifer, and
WHEREAS, WSB, City Engineer, has provided a proposal to prepare the test well design
and complete the required analysis, in the amount of $16,100.
WHEREAS, funding for the project will come from the City’s Area and Unit fund.
NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the
Professional Services Agreement with WSB for Test Well 7B Design and Analysis is hereby
approved and staff is authorized to execute the proposal on behalf of the City.
Adopted by the City Council of the City of Lino Lakes this 12th day of November, 2024.
___________________________
Rob Rafferty, Mayor
ATTEST:
___________________________
Roberta Colotti, CMC, City Clerk
LTR PROP Test Well No. 7B
17
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Michael Grochala
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City of Lino Lakes
600 Town Center Parkway
Lino Lakes, MN 55014
Re: Proposal to Provide Professional Engineering Services for
Test Well No. 7B Design and Analysis
Dear Mr. Grochala:
We appreciate the opportunity to submit this proposal to the City of Lino Lakes to provide
professional engineering services for the design and analysis of Test Well No. 7B. This work
includes design, bidding, surveying, and construction services for the test well, the preparation of
raw watermain costs estimates for connecting to the water treatment plant (WTP), analysis of the
test pumping data, and analysis of water quality data with respect to primary and secondary
drinking water contaminants. This data is necessary to estimate a production well’s anticipated
pumping capacity, water quality, and interference possibilities with adjacent municipal and private
wells.
Project Approach/Scope of Services
WSB’s project scope and proposed work plan is based on our understanding of the project,
experience on similar projects, preliminary assessment by the Minnesota Department of Natural
Resources (DNR), and discussion with City staff. In their letter dated September 12, 2024, the
DNR provided a preliminary assessment of the proposed Well No. 7 location. The DNR indicated
that more information is needed and an aquifer test would be required for a DNR permit for this
well. It is anticipated that the aquifer test will include interference monitoring of water levels at
nearby wells including City Wells No. 3 and 6, DNR Observation Well No. 02013, and one private
well to be determined. The proposed scope of work includes the following:
I. Survey of property boundaries for the test well site (if different from WTP site);
II. Review of existing well logs and other hydrogeologic records for the proposed well site;
III. Preparation and distribution of request for quotations;
IV. Tabulation of quotes and recommendations of award;
V. Site visit to observe construction of test well;
VI. Site visit during test pumping of well to verify contractor’s drawdown measurements;
VII. Analysis of test pumping data;
VIII. Review of water quality data;
IX. Preparation of high-level cost estimates for proposed raw watermain to connect well to
WTP raw watermain; and
X. Summarization of findings in a technical memorandum.
Lino Lakes Test Well No. 7B
November 5, 2024
Page 2
LTR PROP Test Well No. 7B
Schedule
WSB will complete the scope of work outlined above based on the following preliminary schedule:
Description Date
Authorization to Proceed Nov. 2024
Submit Aquifer Test Spec to DNR Dec. 2024
Test Well Request for Quotations Jan. 2025
Test Well Construction Feb. 2025
Test Pumping & Water Quality Analysis Feb. 2025
Draft Technical Memorandum Mar. 2025
Final Technical Memorandum Apr. 2025
Estimated Fee
WSB proposes to complete the scope of services outlined within this proposal for an hourly, not-
to-exceed fee of $16,100. This does not include the construction, operation, test pumping, and lab
fees for the test well itself.
This letter represents our understanding of the project scope. All work under this letter proposal
will be governed by the Professional Services Agreement entered into between the City of Lino
Lakes and WSB on January 1, 2014. If you are in agreement, please sign on the space provided
below and return one original signed copy to us for our records.
If you have any questions about this proposal, please feel free to call me at (612) 437-7967. We
look forward to working with you and greatly appreciate the opportunity to assist the City of Lino
Lakes in the completion of this project.
Sincerely,
WSB
Jon Christensen Steve Nelson
Project Manager Director of Water/Wastewater
Acceptance
I hereby authorize WSB to proceed with the above-referenced work under the terms and
conditions of the Professional Services Agreement entered into between the City of Lino Lakes
and WSB on January 1, 2014.
Name ______________________________
Title ______________________________
Date ______________________________