HomeMy WebLinkAboutCC PACKET 03272018
If you would like to request special accommodations or alternative formats, please contact the City Clerk at 612-782-3313
or email city@savmn.com. People who are deaf or hard of hearing can contact us by using 711 Relay.
Our Mission is to be a progressive and welcoming Village that is walkable, sustainable and safe.
Call to Order.
Pledge of Allegiance.
Roll Call.
Consideration, discussion, and possible action on all of the following items:
I. Approval of the March 27, 2018, City Council Meeting Agenda. (action requested.)
II. Proclamations and Recognitions.
A. Legislative Update by Senator Carolyn Laine and Representative Mary Kunesh-Podein.
III. Consent Agenda.
These items are considered routine and will be enacted by one motion. There will be no separate
discussion of these items unless a Councilmember or citizen so requests, in which the item will be
removed from the Consent Agenda and placed elsewhere on the agenda.
A. Approval of March 13, 2018, City Council meeting minutes. (pp.1-7)
B. Licenses and Permits. (pp.9)
C. Claims. (pp.11-13)
IV. Public Hearing.
2018 Street & Utility Improvement Project (pp.15-30)
A. Resolution 18-025 a resolution Ordering Improvements for the 2018 Street and Utility
Improvements. Todd Hubmer, City Engineer presenting. (pp.31)
B. Resolution 18-026 a resolution Adopting and Confirming Assessments for the 2018 Street
and Utility Improvements. Todd Hubmer, City Engineer presenting. (pp.33-34)
C. Resolution 18-027 a resolution Awarding a Bid for the 2018 Street and Utility
Improvements. Todd Hubmer, City Engineer presenting. (pp.35)
D. Resolution 18-028 a resolution Providing for the Sale of $2,705,000 General Obligation
Improvement Bonds, Series 2018A. Stacie Kvilvang, Ehlers & Associates presenting.
(pp.37-48)
V. Reports from Commission and Staff.
A. Resolution 18-029 a resolution Approving a Request to Keep 4 Chickens in an R-1 Zoning
District at 2513 30th Avenue NE. Breanne Rothstein, City Planner presenting. (pp.49-54)
B. Resolution 18-030 a resolution approving the PUD preliminary development plan/PUD
Rezoning, and preliminary plat related to The Village, LLC Project located at 2501 Lowry
Avenue. Breanne Rothstein, City Planner presenting. (pp.55-182)
CITY OF ST. ANTHONY VILLAGE
CITY COUNCIL MEETING AGENDA
MARCH 27, 2018
7:00 p.m.
If you would like to request special accommodations or alternative formats, please contact the City Clerk at 612-782-3313
or email city@savmn.com. People who are deaf or hard of hearing can contact us by using 711 Relay.
Our Mission is to be a progressive and welcoming Village that is walkable, sustainable and safe.
VI. General Business of Council.
A. Resolution 18-031 a resolution In Support of the “Mayor’s Challenge for Water
Conservation”. Mark Casey, City Manager presenting. (pp.183-184)
B. St. Anthony Police Department Annual Report. (no action requested) Jon Mangseth, Police
Chief presenting. (pp.185-193)
VII. Reports from City Manager and Council members.
VIII. Community Forum
Individuals may address the City Council about any item not included on the regular agenda.
Speakers are requested to come to the podium, sign their name and address on the form at the
podium, state their name and address for the Clerk’s record, and limit their remarks to five
minutes. Generally, the City Council will not take official action on items discussed at this time,
but may typically refer the matter to staff for a future report or direct the matter to be scheduled
on an upcoming agenda.
IX. Information and Announcements
X. Adjournment.
CITY OF ST. ANTHONY 1
CITY COUNCIL REGULAR MEETING MINUTES 2
MARCH 13, 2018 3
4
CALL TO ORDER. 5
6
Mayor Faust called the meeting to order at 7:00 p.m. 7
8
PLEDGE OF ALLEGIANCE. 9
10
Mayor Faust invited the Council and audience to join him in the Pledge of Allegiance. 11
12
ROLL CALL. 13
14
Present: Mayor Faust, Councilmembers Gray, Jenson, Randle, and Stille. 15
Absent: None. 16
Also Present: City Manager Mark Casey, Liquor Operations Manager Mike Larson, Police Chief 17
Jon Mangseth, Fire Chief Mark Sitarz 18
19
20
CONSIDERATION, DISCUSSION, AND POSSIBLE ACTION ON ALL OF THE FOLLOWING 21
ITEMS. 22
23
I. APPROVAL OF MARCH 13, 2018 CITY COUNCIL MEETING AGENDA. 24
25
Motion by Councilmember Gray, seconded by Councilmember Jenson, to approve the City 26
Council Meeting Agenda of March 13, 2018 as presented. 27
28
Motion carried 5-0. 29
30
II. PROCLAMATIONS AND RECOGNITIONS. 31
32
A. Presentation by Ramsey County Sheriff, Chief Deputy Frazer. 33
34
Chief Deputy Frazer provided a summary of what is going on in the Sheriff’s office. He stated 35
2017 was a busy year and over 100 employees were hired. The Sheriff is committed to be a 36
diversity hiring with 60% or higher for diversity. The annual Hot Dog with a Deputy events will 37
start within the next few weeks. Other initiatives are partnering for SWAT services with various 38
Cities within the County. It has been a good year with a lot of change with the addition of 100 39
new employees. 40
41
Councilmember Stille stated he has heard it is difficult getting candidates. Chief Deputy Frazer 42
stated they have not had problems getting candidates. 43
44
Mayor Faust stated he spoke with the Police Chief and the Fire Chief and there have been no 45
issues with the Sheriff’s Department. He thanked Chief Deputy Frazer for the model he portrays 46
to everyone. 47
48
49
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City Council Regular Meeting Minutes
March 13, 2018
Page 2
III. CONSENT AGENDA. 1
2
B. Approval of February 27, 2018, City Council Meeting Minutes. 3
C. Licenses and Permits. 4
D. Claims. 5
6
Motion by Councilmember Jenson, seconded by Councilmember Gray, to approve the Consent 7
Agenda items. 8
9
Motion carried 5-0. 10
11
IV. PUBLIC HEARINGS - NONE. 12
13
V. REPORTS FROM COMMISSION AND STAFF - NONE. 14
15
VI. GENERAL BUSINESS OF COUNCIL. 16
17
A. St. Anthony Liquor Operations Annual Report. 18
19
Liquor Operations Manager Mike Larson presented a PowerPoint annual report for 2017. He 20
noted there are two convenient locations. Mr. Larson reviewed the Mission Statement and 21
Vision Statement along with the value of municipal liquor operation revenue. Mr. Larson 22
reviewed the five-year sales history, 2017 monthly sales trend, 5-year profit history, 10-year 23
profit history, sales by category, gross profit percentage by category. Comparisons and 24
benchmarks and Sunday sales were reviewed. The 2017 accomplishments and liquor operations 25
presentation from October 2017 were summarized. The 2017 events were Spring Beer Sampling 26
Event, Spring and Holiday Wine Events and Multiple Samplings on Fridays and Saturdays. They 27
were the Official Release Store for Goose Island Bourbon County Stout. Planning for 2018 28
include dealing with legislative issues, low cost building improvements, and technology/point of 29
sale improvements. Mr. Larson referred residents to the website www.savmn.com. The entire 30
annual report can also be found on the website. 31
32
Councilmember Jenson asked how morale is in the stores. Mr. Larson stated morale is fine even 33
though sales have decreased. All employees were involved in trying to increase foot traffic in the 34
door. 35
36
Councilmember Randle asked about the samplings. Mr. Larson stated they are very well attended 37
and they do very good business during those events. It’s a community gathering where many 38
wines and beers can be sampled. 39
40
Councilmember Stille stated he is inspired by the culture and ideas to gain business that are 41
being implemented. 42
43
Councilmember Gray asked if the stores are unprofitable on Sundays and what is seen at other 44
stores. Mr. Larson stated some stores have elected not to open on Sundays due to lower sales in 45
2
City Council Regular Meeting Minutes
March 13, 2018
Page 3
the northern cities. The metro stores are not losing money on Sundays but they are not getting 1
rich. They are starting to notice people are doing their weekly shopping on Sundays. 2
3
Mayor Faust stated the operation is still profitable and brings cash into the community. He is 4
impressed with the turn-ratio. To recycle 14 tons of cardboard is amazing. Mayor Faust thanked 5
Mr. Larson for his service to the community. 6
7
Councilmember Randle commented $200,000 in revenue at 14% labor is great. 8
9
B. Resolution 18-023; a Resolution Authorizing Ramsey County Sheriff’s Special Weapons 10
and Tactics Team Joint Powers Agreement. 11
12
Police Chief Jon Mangseth presented a resolution to authorize personnel from the St. Anthony 13
Police Department to join the Ramsey County Sheriff’s Special Weapons and Tactics Team 14
(“RC-SWAT” or “Team”). RC-SWAT will act to coordinate efforts to develop and provide joint 15
responses to critical incidents or high-risk entries where there is a risk of criminal violence, 16
occurring within the St. Anthony Police Departments authorized jurisdiction. 17
18
The East Metro Special Weapons and Tactics Team was originally created to provide this 19
coordinated response to critical incidents. Due to continued struggles to dedicate sufficient 20
numbers of personnel to this team, by current member agencies, the East Metro SWAT Board of 21
Directors elected to contact the Ramsey County Sheriff’s Office about the potential to join their 22
SWAT team. This will greatly aid in our ability to coordinate efforts to develop and provide joint 23
responses to critical incidents or high-risk entries where there is a risk of criminal violence in the 24
jurisdictions we serve as well as those jurisdictions that are supported by RC-SWAT. 25
26
The Ramsey County Sheriff’s Office (“RCSO”) shall provide a budget for basic operations of 27
RC-SWAT. Beginning with the 2019 fiscal year, the RCSO will assess each Party an annual fee 28
to cover training and other operational expenses related to the RC-SWAT. These fees will fall in 29
line with fees that have been paid for services received through participation with East Metro 30
SWAT. 31
32
Councilmember Stille stated he recalls one time when the SWAT team was in St. Anthony. Chief 33
Mangseth stated there were six call-outs within the county with none in St. Anthony. 34
35
Councilmember Jenson asked if there is a call-out how many officers does St. Anthony provide. 36
Chief Mangseth stated two operators and one negotiator. When they are off duty they are on-call. 37
38
Councilmember Stille asked if this has any dealings with the collaborative reform and Chief 39
Mangseth stated it is separate. 40
41
Motion by Councilmember Gray, seconded by Councilmember Randle, to approve Resolution 42
18-023; a Resolution Authorizing Joint Powers Agreement for the Ramsey County Special 43
Weapons and Tactics Team (RC-SWAT). 44
45
Motion Carried 5-0. 46
3
City Council Regular Meeting Minutes
March 13, 2018
Page 4
1
C. Resolution 18-024; a Resolution Authorizing Participation in the 2018 – 2019 GreenCorp 2
Program. 3
4
City Manager Casey reviewed a resolution to participate in Minnesota GreenCorp. Minnesota 5
GreenCorp is an AmeriCorp Program coordinated by the Minnesota Pollution Control Agency 6
(MPCA). The goal of MN GreenCorp is to preserve and protect Minnesota’s environment while 7
training a new generation of environmental professionals. 8
9
The City of St. Anthony applied each year since 2012 and was awarded a GreenCorp member for 10
the 2012 – 2013 and 2015 – 2016 program years. With the assistance of the GreenCorp member, 11
the City has established several sustainable programs that will continue to benefit the City for 12
many years to come. The GreenCorp member would be compensated by the MPCA and St. 13
Anthony would be responsible for supervision and office space. 14
15
This resolution is to authorize staff to submit an application to be a GreenCorp host site for the 16
2018 – 2019 program year. 17
18
Mayor Faust noted Nick went to work for Burnsville and Kristin is in Woodbury. These were the 19
previous GreenCorp members who worked in St. Anthony. 20
21
Councilmember Stille asked if Mr. Casey has time for the supervision. Mr. Casey responded the 22
Public Works Director, Jay, would be the immediate supervisor. 23
24
Councilmember Jenson asked if St. Anthony has a strong probability of getting one and Mr. 25
Casey stated there are more applicants and it’s more competitive every year. Mr. Casey stated 26
this is a state-wide program and there are 25 members placed. 27
28
Motion by Councilmember Stille, seconded by Councilmember Jenson, to approve Resolution 29
18-024; a Resolution Authorizing Participation in the 2018 – 2019 GreenCorps Program. 30
31
Motion Carried 5-0. 32
33
D. St. Anthony Fire Department Annual Report. 34
35
Fire Chief Mark Sitarz provided the St. Anthony Fire Department 2017 Annual Report. Chief 36
Sitarz reviewed the Fire Department Divisions. There are currently 27 Active Firefighters, 4 to 37
be sworn, 3 rookies in training, and 2 part-time code enforcement employees. There are currently 38
7 women on the department. Chief Sitarz reviewed Operations, Total Calls for Service, Call 39
Breakdown, Dollar Loss from Fire, Fire Investigations, Operations Summary, Training, Fire 40
Inspections, Fire Marshal, Fire Prevention/Public Education, Code Enforcement (Housing), Code 41
Enforcement – Rental, Emergency Management, and Outcomes. Chief Sitarz cited details of 42
some of the calls. St. Anthony Fire Department far exceeds the number of required training 43
hours. In 2017 2900 members of the public received the Fire Department message. Chief Sitarz 44
talked about Firefighter Isaac Davis. The 43-page full report is available on the City’s website. 45
46
4
City Council Regular Meeting Minutes
March 13, 2018
Page 5
Councilmember Jenson commented on the number of service calls with 2 full time people on 1
duty. He thanked Chief Sitarz and the entire department. 2
3
Councilmember Stille asked how the response time has changed over the years. Chief Sitarz 4
stated there are more calls and the department is close to the 2½ minute time. 5
6
Councilmember Gray asked what the difference was being in the center of the City. Chief Sitarz 7
stated it is a benefit and positive change. 8
9
Councilmember Randle asked about the false alarms and asked if there is cost to a business or 10
apartment for false alarms. Chief Sitarz stated there is no cost. It is communicated during shift 11
change and if there’s two or more calls in 24 hours they will be proactive in solving the problem. 12
13
Councilmember Stille asked about active shooter training in conjunction with the Police 14
Department. He stated it must be a benefit of knowing the members of the Police Department. 15
Chief Sitarz stated the relationship between the departments is very good. 16
17
Mayor Faust stated moving the fire station was a much-contested issue within the City but as 18
soon as it was moved and the benefits realized, it changed the minds of those opposed. The 19
department is well trained and would do well in crisis situations. Lives are saved. Mayor Faust 20
stated there are a lot of volunteers with varied full-time positions. Chief Sitarz mentioned some 21
of the positions held by the volunteers. Mayor Faust thanked Chief Sitarz and the entire 22
department. 23
24
VII. REPORTS FROM CITY MANAGER AND COUNCIL MEMBERS. 25
26
The City Manager had no report. 27
28
Councilmember Gray had no report. 29
30
Councilmember Randle stated he attended the Park Commission Meeting last evening. 31
32
Councilmember Jenson stated on February 28 he attended the Affordable Housing Meeting. 33
34
Councilmember Stille stated on March 12, he attended the Nominating Committee for Metro 35
Cities for the 19-person board. He attended a Euro-Cocktail event last night with Mayor Faust 36
and City Manager Casey. 37
38
Mayor Faust stated today he gave a presentation to the Chamber of Commerce and then to the 39
Mississippi Water Management Organization for its bi-monthly meeting. They received a clean 40
audit. 41
42
VIII. COMMUNITY FORUM. 43
44
5
City Council Regular Meeting Minutes
March 13, 2018
Page 6
Ms. Kate Martin, 2513 30th Avenue NE, stated a study is being done by the University of 1
Minnesota (Ed Goetz). He has interviewed a number of the residents and herself and will be 2
contacting the Council for interviews. She encouraged Council to participate. 3
4
Mr. Dave Ote, 3313 Croft Drive, stated he has four questions. He asked if the former Lowry 5
Grove residents are being consulted on the re-development plans of Lowry Grove, will it be 6
affordable for them, and are they still homeless. He also asked what St. Anthony is doing to keep 7
in contact with them. Mr. Ote asked about the relationship with Falcon Heights and the insurance 8
for incidents incurring within Falcon Heights and whether the same agreement is in place for 9
Lauderdale. He asked about the integrity of the voting process and what is being done to ensure 10
the integrity. He also asked about the SWAT agreement and who is in charge when situations 11
happen in St. Anthony. 12
13
Ms. Joan Peterson, 3200 Hilldale, asked about a complaint filed about the Council retreat. She 14
asked how much the complaint cost the taxpayers and how will we benefit from that complaint. 15
16
Chief Mangseth stated the SWAT command would be established similar to the East Metro 17
SWAT. St. Anthony patrols would be on the scene and funnel information to the Command 18
Center led by Ramsey County. Chief Mangseth would also be included and all would be 19
involved in safety at the scene. 20
21
Mayor Faust stated Ramsey County handles all elections for St. Anthony with a paper backup. 22
The paper ballots are counted to make sure they are the same as the electronic voting. 23
24
Councilmember Stille stated on the retreat, Nancy Robinett asked the Commissioner to give an 25
advisory opinion. The three issues were the location of the meeting, the availability of materials, 26
and the dinner that was held. Ms. Robinett withdrew her request and resubmitted with additional 27
information. He indicated the Council took this very seriously, the City responded, and the costs 28
thus far is $15,000 - $20,000. 29
30
Mayor Faust stated the contract with Falcon Heights was ended on July 13, 2017. There was no 31
indication that Falcon Heights was going to do anything in the contract. Four officers had been 32
allocated to the cities. St. Anthony needed more protection as the City incurred many additional 33
costs. The contract was for $674,000. Falcon Heights now has agreement with the County for 34
over $1 million. Mayor Faust stated the Lauderdale contract will be reviewed in the future and a 35
risk analysis will need to be done. 36
37
Mayor Faust stated he has not been contacted for an interview regarding Lowry Grove and he 38
will not do an interview until the deal is done as he will not risk litigation with the developer or 39
another group. 40
41
IX. INFORMATION AND ANNOUNCEMENTS – NONE. 42
43
X. ADJOURNMENT. 44
45
Mayor Faust adjourned the meeting at 8:40 p.m. 46
6
City Council Regular Meeting Minutes
March 13, 2018
Page 7
1
Respectfully submitted, 2
Debbie Wolfe 3
TimeSaver off Site Secretarial, Inc. 4
5
6
7
Mayor 8
ATTEST: 9
City Clerk 10
11
12
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Saint Anthony Village
DATE: March 27, 2018 Approved:
TO: Mayor and Councilmembers
FROM: License Clerk
ITEM: License and Permits for Approval:
General Contractors Licenses:
Big G Construction, Mounds View, MN
Kraus Anderson Construction, Minneapolis, MN
Mechanical Licenses:
American Air Supply, Elk River, MN
Marks Plumbing Service, Plymouth, MN
Bench License:
Applicant: U S Bench
9
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City of St Anthony Village CITY OF ST ANTHONY CHECK REGISTER Page: 1
Check Issue Dates: 3/9/2018 - 3/28/2018 Mar 21, 2018 03:36PM
Vendor Number Payee Check Number Check Issue Date Amount
12180 ARVIG CONSTRUCTION 98 03/28/2018 249.00
10252 CENTERPOINT ENERGY 99 03/28/2018 15,978.92
11186 PAETEC 100 03/28/2018 204.93
11740 XCEL ENERGY 101 03/28/2018 25,597.59
10710 ICMA RETIREMENT TRUST 34628 03/09/2018 1,675.00
11792 INTERNATIONAL UNION LOCAL #49 34629 03/09/2018 414.00
11793 LAW ENFORCEMENT LABOR SERVICES 34630 03/09/2018 833.00
10002 LOCAL UNION IAFF #3486 34631 03/09/2018 357.30
11738 WSB & ASSOCIATES, INC.34632 03/14/2018 9,258.50
12600 LILLESTOL, ADAM 34633 03/16/2018 141.68
10008 AA BATTERY CO 34634 03/28/2018 16.50
10011 ABLE HOSE & RUBBER LLC 34635 03/28/2018 44.10
10039 AIRGAS USA LLC 34636 03/28/2018 44.71
11992 AMERICAN FLAGPOLE & FLAG CO 34637 03/28/2018 242.80
10092 APACHE GROUP 34638 03/28/2018 1,059.30
10098 ARAMARK 34639 03/28/2018 358.89
1100 ARTISIAN BEER COMPANY 34640 03/28/2018 6,806.33
10116 ASPEN WASTE SYSTEMS INC 34641 03/28/2018 153.30
10159 BEISSWENGER'S 34642 03/28/2018 63.59
1013 BELLBOY CORPORATION 34643 03/28/2018 5,913.83
1014 BELLBOY CORPORATION 34644 03/28/2018 259.45
1035 BERNICK'S BEVERAGE & VENDING 34645 03/28/2018 4,920.60
11883 BIG RIVER GROUP LLC 34646 03/28/2018 1,000.00
12602 BINDER LIFT LLC 34647 03/28/2018 613.95
2009 BLACK STACK BREWING 34648 03/28/2018 189.00
8544 BOURGET IMPORTS 34649 03/28/2018 450.50
10188 BRAKE & EQUIPMENT WAREHOUSE 34650 03/28/2018 334.67
1018 BREAKTHRU BEVERAGE MN BEER 34651 03/28/2018 20,442.92
1011 BREAKTHRU BEVERAGE MN WINE & SPIRITS 34652 03/28/2018 7,149.31
1009 BREAKTHRU BEVERAGE MN WINE & SPIRITS 34653 03/28/2018 1,523.61
2014 BROKEN CLOCK BREWING 34654 03/28/2018 240.00
1114 CANNON RIVER WINERY 34655 03/28/2018 144.00
1017 CAPITOL BEVERAGE SALES 34656 03/28/2018 8,351.31
10263 CENTURYLINK 34657 03/28/2018 481.67
12596 CINTAS 34658 03/28/2018 1,058.07
10293 CITY OF ROSEVILLE 34659 03/28/2018 1,213.01
10292 CITY OF ROSEVILLE 34660 03/28/2018 1,358.48
10299 CITY OF ST. PAUL 34661 03/28/2018 458.00
10306 CITY WIDE WINDOW SERVICE INC 34662 03/28/2018 85.50
10308 CLAREY'S SAFETY EQUIPMENT 34663 03/28/2018 371.41
10338 CONNELLY ELECTRONICS 34664 03/28/2018 6,938.39
1042 CRYSTAL SPRINGS ICE 34665 03/28/2018 288.59
10375 DALCO 34666 03/28/2018 284.73
10417 DISCOUNT STEEL, INC.34667 03/28/2018 16.06
1063 DOMACE VINO 34668 03/28/2018 2,360.00
12606 DVS RENEWAL 34669 03/28/2018 11.00
10461 EHLERS & ASSOCIATES, INC.34670 03/28/2018 1,920.00
10468 ELECTRO WATCHMAN INC 34671 03/28/2018 662.48
1030 FLAHERTY'S HAPPY TYME COMPANY 34672 03/28/2018 114.00
10526 FLEETPRIDE 34673 03/28/2018 147.52
10573 GOODIN COMPANY 34674 03/28/2018 45.54
1032 GRAPE BEGINNINGS, INC.34675 03/28/2018 320.75
10588 GRAPHIC SPECIALTIES, INC.34676 03/28/2018 38.35
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City of St Anthony Village CITY OF ST ANTHONY CHECK REGISTER Page: 2
Check Issue Dates: 3/9/2018 - 3/28/2018 Mar 21, 2018 03:36PM
Vendor Number Payee Check Number Check Issue Date Amount
1021 GREAT LAKES COCA COLA 34677 03/28/2018 801.52
10642 HENN CNTY INFO TECH DEPT 34678 03/28/2018 3,093.26
1019 HOHENSTEIN'S, INC 34679 03/28/2018 6,764.90
10684 HOME DEPOT CREDIT SERVICES 34680 03/28/2018 267.93
12480 HP INC 34681 03/28/2018 1,206.81
2013 INBOUND BREWCO 34682 03/28/2018 499.00
1027 INDEED BREWING COMPANY 34683 03/28/2018 947.00
12105 INTERSTATE ALL BATTERY CENTER 34684 03/28/2018 234.41
12315 IRC RETAIL CENTERS SALO PARK 34685 03/28/2018 5,624.64
12313 IRC RETAIL CENTERS SLV LIQ 34686 03/28/2018 4,569.66
1016 JJ TAYLOR DISTRIBUTING 34687 03/28/2018 15,400.59
1102 JOHNSON BROTHERS 34688 03/28/2018 9,150.69
1004 JOHNSON BROTHERS LIQUOR CO.34689 03/28/2018 19,350.13
1005 JOHNSON BROTHERS LIQUOR COMPANY.34690 03/28/2018 8,108.90
1006 JOHNSON BROTHERS LIQUOR COMPANY.34691 03/28/2018 4,301.81
1044 JOHNSON BROTHERS LIQUOR COMPANY.34692 03/28/2018 2,830.71
2012 JUNKYARD BREWING 34693 03/28/2018 426.00
12603 KAMPA, BARBARA 34694 03/28/2018 50.00
12605 KAUN, GRAHAM &34695 03/28/2018 109.60
10797 KONICA MINOLTA BUSINESS 34696 03/28/2018 195.09
10816 LANGUAGE LINE SERVICES 34697 03/28/2018 12.00
10857 LMCIT % BERKLEY ADMINISTRATORS 34698 03/28/2018 205.71
10861 LOFFLER COMPANIES - 131511 34699 03/28/2018 292.69
2010 LUPULIN BREWING 34700 03/28/2018 645.00
1022 M. AMUNDSON LLP 34701 03/28/2018 860.61
11985 MANSFIELD OIL COMPANY 34702 03/28/2018 11,792.03
10932 METROPOLITAN COUNCIL 34703 03/28/2018 282.37
10939 MIDWAY FORD 34704 03/28/2018 813.27
10963 MINNEAPOLIS SAW COMPANY INC 34705 03/28/2018 9.65
1051 NEW FRANCE WINE COMPANY 34706 03/28/2018 988.48
11163 OFFICE DEPOT 34707 03/28/2018 209.19
12112 OREILLY AUTO PARTS 34708 03/28/2018 5.40
11185 PACE ANALYTICAL SERVICES, INC.34709 03/28/2018 2,245.00
1012 PAUSTIS & SONS 34710 03/28/2018 1,941.49
12604 PERRON, TOM & SARAH 34711 03/28/2018 55.14
1001 PHILLIPS WINE & SPIRITS 34712 03/28/2018 1,564.22
1002 PHILLIPS WINE & SPIRITS 34713 03/28/2018 5,092.46
11215 PIONEER RIM AND WHEEL CO.34714 03/28/2018 72.46
12541 POLSON, MARK 34715 03/28/2018 595.00
12601 RAMSEY COUNTY ENVIRONMENTAL 34716 03/28/2018 112.08
11366 SAM'S CLUB 34717 03/28/2018 62.22
11397 SHARROW LIFTING PRODUCTS 34718 03/28/2018 109.80
11411 SIMON, SANDY 34719 03/28/2018 41.63
11412 SIMPLEXGRINNELL 34720 03/28/2018 666.98
1024 SOUTHERN GLAZER'S OF MN 34721 03/28/2018 2,227.76
1008 SOUTHERN GLAZER'S OF MN 34722 03/28/2018 2,394.69
1026 SOUTHERN GLAZER'S OF MN 34723 03/28/2018 29,922.62
1036 SOUTHERN GLAZER'S OF MN 34724 03/28/2018 158.56
11452 ST ANTHONY CHAMBER OF COMMERCE 34725 03/28/2018 135.00
11453 ST ANTHONY FIRE RELIEF ASSN 34726 03/28/2018 660.00
11485 STATE OF MINNESOTA DEPARTMENT 34727 03/28/2018 225.00
11495 STILLE/RANDY 34728 03/28/2018 85.97
11566 TIMESAVER OFF SITE SECRETARIAL 34729 03/28/2018 489.05
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City of St Anthony Village CITY OF ST ANTHONY CHECK REGISTER Page: 3
Check Issue Dates: 3/9/2018 - 3/28/2018 Mar 21, 2018 03:36PM
Vendor Number Payee Check Number Check Issue Date Amount
11585 TRACE ANALYTICS, INC.34730 03/28/2018 372.00
11612 TWIN CITY JANITOR SUPPLY 34731 03/28/2018 222.60
11626 U.S. BANK (PURCHASING CARD)34732 03/28/2018 4,905.51
11637 UNITED ELECTRIC COMPANY 34733 03/28/2018 88.56
12298 VAN IWAARDEN ASSOCIATES 34734 03/28/2018 1,050.00
1025 VINOCOPIA 34735 03/28/2018 600.96
11933 WIMACTEL INC 34736 03/28/2018 45.00
1034 WINE COMPANY/THE 34737 03/28/2018 747.70
1038 WINE MERCHANTS INC 34738 03/28/2018 1,326.44
11738 WSB & ASSOCIATES, INC.34739 03/28/2018 6,050.50
11740 XCEL ENERGY 34740 03/28/2018 156.06
Grand Totals: 297,677.65
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K:\010507-000\Admin\Resolutions\LTR-hmcc-031618.docx
March 19, 2018
The Honorable Mayor, City Council and Staff
c/o Mark Casey, City Manager
City of St. Anthony Village
3301 Silver Lake Road NE
St. Anthony Village, MN 55418-1603
Re: 2018 Street and Utility Improvement Project
City of St. Anthony Village, MN
WSB Project No. R-010507-000
Dear Honorable Mayor, City Council, and Staff:
Following this letter are three resolutions for your consideration at the March 27, 2018, Council Meeting.
The three resolutions for your consideration are:
I.A Resolution Ordering Improvements
This resolution states that the Council has completed the public hearing process and orders the
project to be completed.
II.A Resolution Adopting and Confirming Assessments for the 2018 Street and Utility
Improvements
Included in the Council packet are the assessments that have been calculated in accordance with
the City’s street assessment policy for the 2018 Street and Utility Improvement Project. This
resolution declares the amount to be assessed at $649,878.74 and outlines the assessment
process in accordance with Minnesota Statutes Chapter 429.
III.A Resolution Awarding a Bid for 2018 Street and Utility Improvements
This resolution awards the contract for the 2018 street reconstruction project to the lowest bidder.
A tabulation of these bidders, as well as the low bidder of Kuechle Underground with a bid amount
of $2,282,930.11, can be seen in the Council packet.
If you have any questions, I will be present at the March 27, 2018, Council Meeting to discuss those with
you or please call me at 763-287-7182.
Sincerely,
Todd E. Hubmer, PE
City Engineer
Attachments
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2018 Street & Utility
Improvement Project
Public Hearing
March 27, 2018
Project Location
Macalaster Drive
(37th Ave NE to RR tracks)
Foss Road
(37th Ave NE to Chandler Dr)
Highcrest Road
(37th Ave NE to terminate)
17
Sanitary Sewer System Improvements
Water System Improvements
18
Drainage System Improvements
Street Improvements
19
Street Improvements
Street Improvements
Total Parking Stalls: 49
20
Street Improvements
Erosion Improvements
Erosion Improvements Location
21
Erosion Improvements
Central Park Water Reuse Retrofit
22
Common Resident Concerns
•Trees /Restoration
•Access to homes and businesses maintained with exception of:
–Utility Installation in front of home
–Wet weather
–Curb and driveway installation
•Special needs / events
•Sprinkler systems / Invisible fencing
•Private Utilities
–CenterPoint Energy Gas Line Replacement
Common Resident Concerns
•Temporary water service
•Driveway replacement
–Replacing entire driveway? Reimbursement policy
•Sump pump connections
•Mail / Garbage service
23
Project Costs / Funding Breakdown
2018 STREET AND UTILITY IMPROVEMENT PROJECT
City of Saint Anthony Village, Minnesota
Project Costs and Proposed Funding
Proposed Improvements Special
Assessments City Costs Total
Street Reconstruction $457,300 $1,166,500 $1,623,800
Sanitary Sewer Improvements $0 $337,500 $337,500
Water Main Improvements (1)$53,100 $332,400 $385,500
Storm Sewer Improvements (2)$105,700 $119,800 $225,500
Mirror Lake Erosion Improvements $33,800 $0 $33,800
Central Park Water Reuse $0 $198,400 $198,400
Total **$649,900 $2,154,600 $2,804,500
1. Replacement of curb stops are assessed 100% of the actual cost.
2. Local drainage improvements.
** This project anticipates issuing 429 public improvement bonds or general obligation bonds.
The difference to be paid from Sanitary Sewer, Water, and Storm Water Utility Funds.
Assessment Calculations
City Policy for Street and Local Drainage Improvements:
•Up to 32-foot wide, 9-ton design roadway
•35% assessed to residential (R-3)
•50% assessed to light industrial (L1), commercial (C) and high density
residential (R-4)
•Calculated using lineal feet of street frontage
•City funds pay remaining cost
24
Method for Determining Front Footage
Method for Determining Front Footage
25
Assessed Parcels
Financing Assessments
•One time assessment notice sent in May 2018
•Assessments paid over 15 year period
Option Deadline
1. Pay-off full assessment November 30, 2018 (1st year)
to avoid interest November 14 (every year after)
2. Partial payment November 1, 2018 (1st year)
3. Apply directly to Property Tax Automatic if above options are not exercised
If applied to taxes… 15 year payback 2% over the true interest cost (not known until bonds are sold)
26
27
•Council Authorize Feasibility June 13,2017
(1st of 8 meetings)
•Council Accept Feasibility August 22, 2017
(2nd of 8 meetings)
•1st Public Info Meeting September 13, 2017
(3rd of 8 meetings)
•2nd Public Info Meeting November 29, 2017
(4th of 8 meetings)
•Council Approve Plans December 12, 2017
(5th of 8 meetings)
•Receive Bids/Compute Assessments February 13, 2018
(6th of 8 meetings)
Project Schedule
28
Project Schedule –cont’d
•3rd Public Info Meeting March 7, 2018
(7th of 8 meetings)
•Public Hearing/Award Contract March 27, 2018
(8th of 8 meetings)
•Award Sale of Bonds April 2018
•Begin Construction (After Memorial Day)May/June 2018
•Substantial Completion September 2018
•Final Paving June 2019
Email / Text Notifications
Sign up to receive weekly email updates
and notifications regarding the
2018 Street & Utility Improvement Project
by visiting the project webpage
located under the tab
on the City’s website at
http://www.savmn.com
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Questions
30
CITY OF ST. ANTHONY VILLAGE
STATE OF MINNESOTA
RESOLUTION 18-025
A RESOLUTION ORDERING IMPROVEMENTS
FOR THE 2018 STREET AND UTILITY IMPROVEMENTS
WHEREAS, a resolution of the City Council adopted on the 23th day of February 2018,
fixed a date for Council hearing on the proposed improvements:
Street & Utility Reconstruction
Macalaster Drive NE from 37th Avenue NE to the railroad tracks
Foss Road from 37th Avenue NE to Chandler Drive NE
Highcrest Road NE north of 37th Avenue NE
Backyard Drainage Improvements
Drainage from the parking lot serving the apartments located at 3727 Foss
Road, 3721 Foss Road, and 3713 Foss Road outletting to Mirror Lake.
Water Reuse Retrofit
Central Park Splash Pad
WHEREAS, ten days' mailed notice and two weeks' published notice in advance of said
hearing was given and the hearing was held thereon on the 27th day of March
2018, at which time all persons desiring to be heard were given an opportunity to
be heard thereon,
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of St. Anthony
Village approve such improvements as are hereby ordered in the Council
Resolution.
Adopted this 27th day of March, 2018.
_____________________________
Jerome O Faust, Mayor
ATTEST:____________________________
Nicole Miller, City Clerk
Reviewed for administration: ______________________________
Mark Casey, City Manager
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CITY OF ST. ANTHONY VILLAGE
STATE OF MINNESOTA
RESOLUTION 18-026
A RESOLUTION ADOPTING AND CONFIRMING ASSESSMENTS
FOR THE 2018 STREET AND UTILITY IMPROVEMENTS
1. The amount proper and necessary to be specially assessed at this time for various public
improvements is 35% (low density residential) and 50% (high density residential,
commercial and industrial) assessable as follows:
Years First Year Levy
First Year
Collectible Assessed
15 2018 2019 $649,878.74
For improvements to the following:
Street & Utility Reconstruction
Macalaster Drive NE from 37th Avenue NE to the railroad tracks
Foss Road from 37th Avenue NE to Chandler Drive NE
Highcrest Road NE north of 37th Avenue NE
Backyard Drainage Improvements
Drainage from the parking lot serving the apartments located at 3727 Foss
Road, 3721 Foss Road, and 3713 Foss Road outletting to Mirror Lake.
against every assessable lot, piece, or parcel of land affected thereby has been duly
calculated upon the basis of benefits, without regard to cash valuation, in accordance with
the provisions of Minnesota Statutes, Chapter 429, and notice has been duly published, as
required by law that this Council would meet to hear, consider and pass upon all
objections, if any, and said proposed assessment has at all time since its filing been open
for public inspection and an opportunity has been given to all interested persons to
present their objections if any, to such proposed assessments.
2. This Council, having heard and considered all objections so presented, finds that each of
the lots, pieces and parcels of land enumerated in the proposed assessment was and is
specially benefited by the construction of said improvement in not less than the amount
of the assessment set opposite the description of each such lot, piece and parcel of land
respectively, and such amount so set out is hereby levied against each of the respective
lots, pieces and parcels of land therein described.
3. The proposed assessments are hereby adopted and confirmed as the proper special
assessments for each of said lots, pieces and parcels of land respectively, and the
assessment against each parcel, together with interest at the rate calculated at 2% over the
interest cost per annum on the bonds to be issued by the City for said improvement,
accruing on the full amount thereof unpaid, shall be a lien concurrent with general taxes
upon parcel and all thereof. The total amount of each such assessment not pre-paid shall
be payable in equal annual principal installments extending over a period of years, as
indicated in each case. The first of said installments, together with interest on the entire
33
S:\1Council Meetings\2018\03272018\Resolution 18-026 - Adopting Confirming Assessments.docx
assessment for the period of January 1, 2018 through December 31, 2018 will be payable
with general taxes for the levy year of 2018 collectible in 2019, and one of each of the
remaining installments, together with one year’s interest on that and all other unpaid
installments, will be payable with general taxes for each consecutive year thereafter until
the entire assessment is paid.
4. The owner of any property so assessed may, at any time prior to certification, make
payments (partial or full) towards the balance owed. The owner may, at any time after
certification, pay the whole of the assessment, with interest accrued to the date of
payment, except that no interest be charged if the entire assessment is paid by November
30th of the assessment year.
5. The City Clerk shall, as soon as may be, prepare and transmit to the County Auditor a
certified duplicate of the assessment roll, with each installment and interest on each
unpaid assessment set forth separately, to be extended upon the property tax lists of the
County and the County Auditor shall thereafter collect said assessment in the manner
provided by law.
Adopted this 27th day of March, 2018.
_____________________________
Jerome O Faust, Mayor
ATTEST:____________________________
Nicole Miller, City Clerk
Reviewed for administration: ______________________________
Mark Casey, City Manager
34
CITY OF ST. ANTHONY VILLAGE
STATE OF MINNESOTA
RESOLUTION 18-027
A RESOLUTION AWARDING A BID
FOR THE 2018 STREET AND UTILITY IMPROVEMENTS
WHEREAS, pursuant to an advertisement for bids for the improvement as shown on the plan
for the above-referenced project, bids were received, opened and tabulated
according to law, and the following bids were received complying with the
advertisement:
Contractor Total Bid
1 Kuechle Underground $2,282,930.11
2 Ryan Contracting Company $2,352,212.20
3 R.L. Larson Excavating, Inc. $2,474,563.10
4 Northdale Construction Co., Inc. $2,569,886.06
5 Northwest Asphalt, Inc. $2,580,366.99
6 Meyer Contracting, Inc. $3,170,173.29
WHEREAS, it appears that Kuechle Underground of Kimball, MN is the lowest responsible
bidder,
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of St. Anthony
Village that:
1. The Mayor and City Manager are hereby authorized and directed to enter into
a contract with Kuechle Underground in the amount of $2,282,930.11 in the
name of the City of St. Anthony Village, Minnesota for the improvement
outlined in the above-referenced project according to the plans and
specifications, therefore, approved by the City Council and on file in the
office of the City Clerk.
2. The Engineer, WSB & Associates, Inc., is hereby authorized and directed to
return forthwith to all bidders the deposits made with their bids, except that
the deposits of the successful bidder and the next two lowest bidders shall be
retained until a contract has been signed.
Adopted this 27th day of March, 2018.
____________________________
Jerome O Faust, Mayor
ATTEST:____________________________
Nicole Miller, City Clerk
Reviewed for administration: ______________________________
Mark Casey, City Manager
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36
March 27, 2018
Pre-Sale Report for
City of St. Anthony, Minnesota
$2,705,000 General Obligation Improvement Bonds,
Series 2018A
Prepared by:
Stacie Kvilvang, CIPMA
Senior Municipal Advisor
And
James Lehnhoff,
Municipal Advisor
And
Shelly Eldridge, CIPMA
Senior Municipal Advisor
37
Presale Report
City of St. Anthony, Minnesota
March 27, 2018
Page 1
Executive Summary of Proposed Debt
Proposed Issue: $2,705,000 General Obligation Improvement Bonds, Series 2018A
Purposes: The purpose of the proposed issue is to finance the 2018 road reconstruction
projects in the City.
Debt service will be paid from tax levy and special assessments. The City intends
to levy a total of $649,900 in special assessments to benefitting property owners,
of which $64,990 (10%) is anticipated to be collected in pre-paid assessments (the
pre-paid assessments reduced the Bond amount accordingly). The remaining
$584,910 of special assessments will be collected in years 2019 to 2033 at a rate
of 2% over the True Interest Costs of the Bonds. Annual assessments are paid on
an equal principal basis.
Authority: The Bonds are being issued pursuant to Minnesota Statutes, Chapter(s):
429 – Improvement Bonds
475 – General Bonding Authority
Because the City is assessing at least 20% of the project costs, the Bonds can be
a general obligation without a referendum and will not count against the City’s
debt limit.
The Bonds will be general obligations of the City for which its full faith, credit
and taxing powers are pledged.
Term/Call Feature: The Bonds are being issued for a 16-year term. Principal on the Bonds will be
due on February 1 in the years 2020 through 2034. Interest is payable every six
months beginning February 1, 2019. We have capitalized interest in the amount
of approximately $54,466 to pay interest costs until adequate tax and special
assessment funds are received.
The Bonds maturing on and after February 1, 2027 will be subject to prepayment
at the discretion of the City on February 1, 2026 or any date thereafter.
Bank Qualification: Because the City is expecting to issue no more than $10,000,000 in tax exempt
debt during the calendar year, the City will be able to designate the Bonds as “bank
qualified” obligations. Bank qualified status broadens the market for the Bonds,
which can result in lower interest rates.
Rating: The City’s most recent bond issues were rated AA by Standard & Poor’s. The
City will request a new rating for the Bonds.
If the winning bidder on the Bonds elects to purchase bond insurance, the rating
for the issue may be higher than the City’s bond rating in the event that the bond
rating of the insurer is higher than that of the City.
38
Presale Report
City of St. Anthony, Minnesota
March 27, 2018
Page 2
Basis for
Recommendation:
Based on our knowledge of your situation, your objectives communicated to us,
our advisory relationship as well as characteristics of various municipal financing
options, we are recommending the issuance of general obligation bonds as a
suitable financing option for the following reasons:
- This coincides with the City’s past practices to finance this type of project
with this type of debt issue
- This is the most overall cost-effective option that still maintains future
flexibility for the repayment of debt.
Method of
Sale/Placement:
In order to obtain the lowest interest cost to the City, we will competitively bid the
purchase of the Bonds from local and national underwriters/banks.
We have included an allowance for discount bidding equal to 1.200% of the
principal amount of the issue. The discount is treated as an interest item and
provides the underwriter with all or a portion of their compensation in the
transaction.
If the Bonds are purchased at a price greater than the minimum bid amount
(maximum discount), the unused allowance may be used to lower your borrowing
amount.
Premium Bids: Under current market conditions, most investors in municipal
bonds prefer “premium” pricing structures. A premium is achieved when the
coupon for any maturity (the interest rate paid by the issuer) exceeds the yield to
the investor, resulting in a price paid that is greater than the face value of the
bonds. The sum of the amounts paid in excess of face value is considered
“reoffering premium.”
The amount of the premium varies, but it is not uncommon to see premiums for
new issues in the range of 2.00% to 10.00% of the face amount of the issue. This
means that an issuer with a $2,000,000 offering may receive bids that result in
proceeds of $2,040,000 to $2,200,000.
If this Bond issue receives a premium bid, the City may choose to reduce the size
of the issue or increase the net proceeds for the project when the sale is awarded.
The adjustments may slightly change the true interest cost of the original bid,
either up or down.
You have the choice to limit the amount of premium in the bid specifications. This
may result in fewer bids, but it may also eliminate large adjustments on the day of
sale and other uncertainties.
Review of Existing Debt: We have reviewed all outstanding indebtedness for the City and find that there are
no refunding opportunities at this time.
We will continue to monitor the market and the call dates for the City’s
outstanding debt and will alert you to any future refunding opportunities.
39
Presale Report
City of St. Anthony, Minnesota
March 27, 2018
Page 3
Continuing Disclosure: Because the City has more than $10,000,000 in outstanding debt (including this
issue) and this issue is over $1,000,000, the City will be agreeing to provide certain
updated Annual Financial Information and its Audited Financial Statement
annually as well as providing notices of the occurrence of certain reportable events
to the Municipal Securities Rulemaking Board (the “MSRB”), as required by rules
of the Securities and Exchange Commission (SEC). The City is already obligated
to provide such reports for its existing bonds, and has contracted with Ehlers to
prepare and file the reports.
Arbitrage Monitoring:
Because the Bonds are tax-exempt obligations/tax credit obligations, the City must
ensure compliance with certain Internal Revenue Service (IRS) rules throughout
the life of the issue. These rules apply to all gross proceeds of the issue, including
initial bond proceeds and investment earnings in construction, escrow, debt
service, and any reserve funds. How issuers spend bond proceeds and how they
track interest earnings on funds (arbitrage/yield restriction compliance) are
common subjects of IRS inquiries. Your specific responsibilities will be detailed
in the Signature, No-Litigation, Arbitrage Certificate and Purchase Price Receipt
prepared by your Bond Attorney and provided at closing. You have retained
Ehlers to assist you with compliance with these rules.
Risk Factors: Special Assessments: We have assumed $64,990 of pre-paid special assessments
(10% of the total special assessment amount) and we have assumed that the
remaining $584,910 of assessments are levied as projected. If the City receives a
significantly higher amount of pre-paid assessments or does not levy the
assessments, the City may need to increase the levy portion of the debt service to
make up for lower interest earnings than the expected assessment interest rate.
Other Service Providers: This debt issuance will require the engagement of other public finance service
providers. This section identifies those other service providers, so Ehlers can
coordinate their engagement on your behalf. Where you have previously used a
particular firm to provide a service, we have assumed that you will continue that
relationship. For services you have not previously required, we have identified a
service provider. Fees charged by these service providers will be paid from
proceeds of the obligation, unless you notify us that you wish to pay them from
other sources. Our pre-sale bond sizing includes a good faith estimate of these
fees, so their final fees may vary. If you have any questions pertaining to the
identified service providers or their role, or if you would like to use a different
service provider for any of the listed services please contact us.
Bond Attorney: Dorsey & Whitney LLP
Paying Agent: Bond Trust Services Corporation
Rating Agency: Standard & Poor's Global Ratings (S&P)
40
Presale Report
City of St. Anthony, Minnesota
March 27, 2018
Page 4
This presale report summarizes our understanding of the City’s objectives for the structure and terms of this
financing as of this date. As additional facts become known or capital markets conditions change, we may need to
modify the structure and/or terms of this financing to achieve results consistent with the City’s objectives.
41
Presale Report
City of St. Anthony, Minnesota
March 27, 2018
Page 5
Proposed Debt Issuance Schedule
Pre-Sale Review by City Council: March 27, 2018
Distribute Official Statement: Week of April 9, 2018
Conference with Rating Agency: Week of April 16, 2018
City Council Meeting to Award Sale of the Bonds: April 24, 2018
Estimated Closing Date: May 15, 2018
Attachments
Sources and Uses of Funds
Proposed Debt Service Schedule
Resolution Authorizing Ehlers to Proceed with Bond Sale
Ehlers Contacts
Municipal Advisors: Stacie Kvilvang (651) 697-8506
James Lehnhoff (651) 697-8552
Shelly Eldridge (651) 697-8504
Disclosure Coordinator:Charissa Brookley (651) 697-8573
Financial Analyst: Alicia Gage (651) 697-8551
The Official Statement for this financing will be mailed to the City Council at their home address or e-mailed for
review prior to the sale date.
42
City of St Anthony, Minnesota
$2,705,000 General Obligation Bonds, Series 2018A
Assumes Current Market BQ AA Rates plus 25bps
Sources & Uses
Dated 05/15/2018 | Delivered 05/15/2018
Sources Of Funds
Par Amount of Bonds $2,705,000.00
Prepaid Assessments 64,990.00
Total Sources $2,769,990.00
Uses Of Funds
Total Underwriter's Discount (1.200%)32,460.00
Costs of Issuance 44,000.00
Deposit to Capitalized Interest (CIF) Fund 54,465.78
Deposit to Project Construction Fund 2,638,200.00
Rounding Amount 864.22
Total Uses $2,769,990.00
Series 2018A GO Imp Bonds | SINGLE PURPOSE | 3/22/2018 | 10:29 AM
43
City of St Anthony, Minnesota
$2,705,000 General Obligation Bonds, Series 2018A
Assumes Current Market BQ AA Rates plus 25bps
Debt Service Schedule
Date Principal Coupon Interest Total P+I CIF Net New D/S Fiscal Total
05/15/2018 -------
02/01/2019 --54,465.78 54,465.78 (54,465.78)--
08/01/2019 --38,296.25 38,296.25 -38,296.25 -
02/01/2020 165,000.00 2.050%38,296.25 203,296.25 -203,296.25 241,592.50
08/01/2020 --36,605.00 36,605.00 -36,605.00 -
02/01/2021 165,000.00 2.150%36,605.00 201,605.00 -201,605.00 238,210.00
08/01/2021 --34,831.25 34,831.25 -34,831.25 -
02/01/2022 165,000.00 2.250%34,831.25 199,831.25 -199,831.25 234,662.50
08/01/2022 --32,975.00 32,975.00 -32,975.00 -
02/01/2023 170,000.00 2.300%32,975.00 202,975.00 -202,975.00 235,950.00
08/01/2023 --31,020.00 31,020.00 -31,020.00 -
02/01/2024 170,000.00 2.500%31,020.00 201,020.00 -201,020.00 232,040.00
08/01/2024 --28,895.00 28,895.00 -28,895.00 -
02/01/2025 170,000.00 2.600%28,895.00 198,895.00 -198,895.00 227,790.00
08/01/2025 --26,685.00 26,685.00 -26,685.00 -
02/01/2026 175,000.00 2.750%26,685.00 201,685.00 -201,685.00 228,370.00
08/01/2026 --24,278.75 24,278.75 -24,278.75 -
02/01/2027 180,000.00 2.850%24,278.75 204,278.75 -204,278.75 228,557.50
08/01/2027 --21,713.75 21,713.75 -21,713.75 -
02/01/2028 180,000.00 2.950%21,713.75 201,713.75 -201,713.75 223,427.50
08/01/2028 --19,058.75 19,058.75 -19,058.75 -
02/01/2029 185,000.00 3.050%19,058.75 204,058.75 -204,058.75 223,117.50
08/01/2029 --16,237.50 16,237.50 -16,237.50 -
02/01/2030 190,000.00 3.150%16,237.50 206,237.50 -206,237.50 222,475.00
08/01/2030 --13,245.00 13,245.00 -13,245.00 -
02/01/2031 190,000.00 3.200%13,245.00 203,245.00 -203,245.00 216,490.00
08/01/2031 --10,205.00 10,205.00 -10,205.00 -
02/01/2032 195,000.00 3.300%10,205.00 205,205.00 -205,205.00 215,410.00
08/01/2032 --6,987.50 6,987.50 -6,987.50 -
02/01/2033 200,000.00 3.400%6,987.50 206,987.50 -206,987.50 213,975.00
08/01/2033 --3,587.50 3,587.50 -3,587.50 -
02/01/2034 205,000.00 3.500%3,587.50 208,587.50 -208,587.50 212,175.00
Total $2,705,000.00 -$743,708.28 $3,448,708.28 (54,465.78)$3,394,242.50 -
Significant Dates
Dated 5/15/2018
First Coupon Date 2/01/2019
Yield Statistics
Bond Year Dollars $24,378.56
Average Life 9.012 Years
Average Coupon 3.0506659%
Net Interest Cost (NIC)3.1838157%
True Interest Cost (TIC)3.1873566%
Bond Yield for Arbitrage Purposes 3.0296216%
All Inclusive Cost (AIC)3.4054495%
IRS Form 8038
Net Interest Cost 3.0506659%
Weighted Average Maturity 9.012 Years
Series 2018A GO Imp Bonds | SINGLE PURPOSE | 3/22/2018 | 10:29 AM
44
City of St Anthony, Minnesota
$2,705,000 General Obligation Bonds, Series 2018A
Assumes Current Market BQ AA Rates plus 25bps
Debt Service Schedule
Date Principal Coupon Interest Total P+I CIF Net New D/S 105% of Total Assessments Levy/(Surplus)
02/01/2019 --54,465.78 54,465.78 (54,465.78)----
02/01/2020 165,000.00 2.050%76,592.50 241,592.50 -241,592.50 253,672.13 69,409.32 184,262.81
02/01/2021 165,000.00 2.150%73,210.00 238,210.00 -238,210.00 250,120.50 67,381.64 182,738.86
02/01/2022 165,000.00 2.250%69,662.50 234,662.50 -234,662.50 246,395.63 65,353.94 181,041.69
02/01/2023 170,000.00 2.300%65,950.00 235,950.00 -235,950.00 247,747.50 63,326.26 184,421.24
02/01/2024 170,000.00 2.500%62,040.00 232,040.00 -232,040.00 243,642.00 61,298.56 182,343.44
02/01/2025 170,000.00 2.600%57,790.00 227,790.00 -227,790.00 239,179.50 59,270.88 179,908.62
02/01/2026 175,000.00 2.750%53,370.00 228,370.00 -228,370.00 239,788.50 57,243.20 182,545.30
02/01/2027 180,000.00 2.850%48,557.50 228,557.50 -228,557.50 239,985.38 55,215.50 184,769.88
02/01/2028 180,000.00 2.950%43,427.50 223,427.50 -223,427.50 234,598.88 53,187.82 181,411.06
02/01/2029 185,000.00 3.050%38,117.50 223,117.50 -223,117.50 234,273.38 51,160.12 183,113.26
02/01/2030 190,000.00 3.150%32,475.00 222,475.00 -222,475.00 233,598.75 49,132.44 184,466.31
02/01/2031 190,000.00 3.200%26,490.00 216,490.00 -216,490.00 227,314.50 47,104.76 180,209.74
02/01/2032 195,000.00 3.300%20,410.00 215,410.00 -215,410.00 226,180.50 45,077.06 181,103.44
02/01/2033 200,000.00 3.400%13,975.00 213,975.00 -213,975.00 224,673.75 43,049.38 181,624.37
02/01/2034 205,000.00 3.500%7,175.00 212,175.00 -212,175.00 222,783.75 41,021.68 181,762.07
Total $2,705,000.00 -$743,708.28 $3,448,708.28 (54,465.78)$3,394,242.50 $3,563,954.63 $828,232.56 $2,735,722.07
Significant Dates
Dated 5/15/2018
First Coupon Date 2/01/2019
Yield Statistics
Bond Year Dollars $24,378.56
Average Life 9.012 Years
Average Coupon 3.0506659%
Net Interest Cost (NIC)3.1838157%
True Interest Cost (TIC)3.1873566%
Bond Yield for Arbitrage Purposes 3.0296216%
All Inclusive Cost (AIC)3.4054495%
Series 2018A GO Imp Bonds | SINGLE PURPOSE | 3/22/2018 | 10:29 AM
45
City of St Anthony, Minnesota
$584,910 General Obligation Bonds, Series 2018A
Assessments
2.00% over TIC - Equal Principal
Assessments
Date Principal Coupon Interest Total P+I
12/31/2019 38,994.00 5.200%30,415.32 69,409.32
12/31/2020 38,994.00 5.200%28,387.64 67,381.64
12/31/2021 38,994.00 5.200%26,359.94 65,353.94
12/31/2022 38,994.00 5.200%24,332.26 63,326.26
12/31/2023 38,994.00 5.200%22,304.56 61,298.56
12/31/2024 38,994.00 5.200%20,276.88 59,270.88
12/31/2025 38,994.00 5.200%18,249.20 57,243.20
12/31/2026 38,994.00 5.200%16,221.50 55,215.50
12/31/2027 38,994.00 5.200%14,193.82 53,187.82
12/31/2028 38,994.00 5.200%12,166.12 51,160.12
12/31/2029 38,994.00 5.200%10,138.44 49,132.44
12/31/2030 38,994.00 5.200%8,110.76 47,104.76
12/31/2031 38,994.00 5.200%6,083.06 45,077.06
12/31/2032 38,994.00 5.200%4,055.38 43,049.38
12/31/2033 38,994.00 5.200%2,027.68 41,021.68
Total $584,910.00 -$243,322.56 $828,232.56
Significant Dates
Filing Date 1/01/2019
First Payment Date 12/31/2019
Series 2018A GO Imp Bonds | SINGLE PURPOSE | 3/22/2018 | 10:29 AM
46
CITY OF ST. ANTHONY VILLAGE
STATE OF MINNESOTA
RESOLUTION 18-028
Council Member _________________ introduced the following resolution and moved its
adoption:
Resolution Providing for the Sale of
$2,705,000 General Obligation Improvement Bonds, Series 2018A
A. WHEREAS, the City Council of the City of St. Anthony, Minnesota has heretofore
determined that it is necessary and expedient to issue the City's $2,705,000 General
Obligation Improvement Bonds, Series 2018A (the "Bonds"), to finance the 2018 street
reconstruction projects in the City; and
B. WHEREAS, the City has retained Ehlers & Associates, Inc., in Roseville, Minnesota
("Ehlers"), as its independent municipal advisor for the Bonds in accordance with Minnesota
Statutes, Section 475.60, Subdivision 2(9);
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of St. Anthony,
Minnesota, as follows:
1. Authorization; Findings. The City Council hereby authorizes Ehlers to assist the City for the
sale of the Bonds.
2. Meeting; Proposal Opening. The City Council shall meet at 7:00 p.m. on April 24, 2018, for
the purpose of considering proposals for and awarding the sale of the Bonds.
3. Official Statement. In connection with said sale, the officers or employees of the City are
hereby authorized to cooperate with Ehlers and participate in the preparation of an official
statement for the Bonds and to execute and deliver it on behalf of the City upon its
completion.
The motion for the adoption of the foregoing resolution was duly seconded by City Council
Member _______________________ and, after full discussion thereof and upon a vote being
taken thereon, the following City Council Members voted in favor thereof:
and the following voted against the same:
47
Whereupon said resolution was declared duly passed and adopted.
Adopted this 27th day March, 2018.
_____________________________
Jerome O. Faust, Mayor
ATTEST:____________________________
Nicole Miller, City Clerk
Reviewed for administration: ______________________________
Mark Casey, City Manager
48
MEMORANDUM
To: St. Anthony Village City Council
From: Breanne Rothstein, AICP, City Planner
Date: March 20, 2018
City Council Regular Meeting for March 27, 2018
WSB Project No. 011104‐000
Request: Request to keep four (4) chickens in an R‐1 Zoning District at 2513 30th
Avenue
RECOMMENDATION
Staff received an inquiry from the Applicants on March 4th requesting information about what they
needed to do in order to be able to have chickens on their property. They were directed to provide a site
plan showing the location and dimensions of the proposed enclosure on the property, as well as a
written request to the City Council in the form of a letter.
The Applicants provided a written request and a diagram on March 4th showing the location and
dimensions of the chicken coop in relation to their property. In these materials, the Applicants state that
the coop will be located along the western edge of the property and will run parallel to a 5’ chain link
fence. The coop will be a total of 16 square feet (4’x4’) of wood materials and stained brown like the
property owner’s existing shed. The coop will have an attached run of 48 square feet; 4 inches of the 12
inch long run will be located under the elevated coop.
CITY CODE RELATED TO REQUEST
Title IX General Regulations, Chapter 91 Animals, Section § 91.56 KEEPING OF CERTAIN ANIMALS states
that “No person may keep swine, cattle, horses, goats, or more than 2 dogs or 3 dogs allowed under §
91.01 through 91.05 or fowl, within the city nearer than 500 feet to any human habitation or platted
land, without approval of the City Council. The City Council may, before approving or denying any
request for approval, request a report from the Health Officer concerning the effect on public health.”
REQUESTED ACTION
Staff has reviewed the request, and recommends approval of the request.
1. Motion to adopt a resolution approving the request to keep 4 chickens on the property
located at 2513 30th Avenue.
2. Motion to deny the request for chickens at 2413 30th Avenue, and direct staff to prepare a
resolution declaring terms of the same. In the event the City Council chooses denial of the
request, it should clearly state its reasons for the denial recommendation and direct staff to
prepare a resolution.
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Page 2
ATTACHMENTS
Exhibit A: Request Letter and Enclosure Diagram
Exhibit B: Resolution of Approval
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March 4, 2018
St. Anthony Village City Council
3301 Silver Lake Road
St. Anthony Village MN 55418
Dear Council Members,
I am writing to request a permit to keep 4 chickens at our home located at 2513 30th Avenue.
The coop will be located along the western edge of our property line and would run parallel to
a 5' chain link fence. It would be made using the same materials and stain as our shed. The
coop will be a total of 16 sf (4'X4') and there will be an attached run with 48 sf (4' of the 12' run
will be under the elevated coop).
I have included a sketch of the backyard, including the coop placement, a rough sketch of the
coop design, and a photo of our shed for reference.
Sincerely,
Rick Dallmeyer
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53
54
CITY OF ST. ANTHONY VILLAGE
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 18-029
RESOLUTION TO APPROVE A REQUEST TO KEEP FOUR (4) CHICKENS IN AN R-1
ZONING DISTRICT AT 2513 30TH AVENUE
WHEREAS, staff received a request from Rick Dallmeyer for permission to keep
chickens on their property located at 2513 30th Avenue; and
WHEREAS, the City of St. Anthony Code of Ordinances, Section 91.56, Keeping of
Certain Animals, specifies that livestock, including fowl, require approval from the City Council;
and
WHEREAS, Rick Dallmeyer have submitted a written request for approval from the
City Council, as outlined in Subsection 91.56, to approve their request to keep chickens; and
WHEREAS, Rick Dallmeyer have submitted a diagram showing the dimensions and
placement of the enclosure that will house the chickens in relation to their property; and
WHEREAS, Hennepin County Environmental Health Division has stated that this matter
is within the City’s jurisdiction and authority; and
NOW THEREFORE BE IT RESOLVED that the City Council of the City of St.
Anthony Village approves the request to keep four (4) chickens in an R-1 Zoning District at 2513
30th Avenue.
Adopted this 27th day March, 2018.
_____________________________
Jerome O. Faust, Mayor
ATTEST:____________________________
Nicole Miller, City Clerk
Reviewed for administration: ______________________________
Mark Casey, City Manager
MEMORANDUM
To: Honorable Mayor, City Council, and City Manager
From: Breanne Rothstein, AICP, City Planner
Date: City Council meeting on March 27, 2018
WSB Project No. 02170‐300
Request: Preliminary PUD Development Plan and Preliminary Plat for The Village, LLC
GENERAL INFORMATION
Applicant: The Village, LLC
Owners: The Village, LLC
Location: 2501 Lowry Avenue
Existing Land Use: Vacant
Zoning: R‐1 Single‐Family Residential
Surrounding Land North: Low Density Residential / Zoned R‐1 ‐ Single Family Residential
Use / Zoning: East: High Density Residential/Planned Unit Development Kenzington Condos
(ownership condos for seniors) are located immediately to the east (5 stories,
plus at grade garage (70 feet in height).
South: High Density Residential and Commercial/Planned Unit Development
The Legacy (4 stories of rental, assisted living for seniors (48 feet), Walker Senior
Housing (3 stories of affordable rental, assisted living for seniors (36 feet), and
Autumn Woods (3 stories general occupancy rental units (40 feet).
West: Single‐Family Residential and Commercial in Minneapolis
BACKGROUND
The applicant for the proposal, The Village, LLC, with lead developer Continental Property Group,
purchased the Lowry Grove manufactured home park property at 2501 Lowry Avenue on June 13, 2016.
In the ensuing year, the manufacturedhome park, and the former and new property owners engaged in
a series of state statutory requirements for manufacturedhome park closures. The Lowry Grove
manufacturedhome park formally closed on June 30, 2017.
On October 24, 2016, the Planning Commission reviewed an initial Planned Unit Development (PUD)
sketch plan submission for the site from The Village, LLC. An Environmental Assessment Worksheet
(EAW) for the site was completed in November 2016.
On July 18, 2017, The Village, LLC submitted a series of land use applications for their proposed
redevelopment of the former Lowry Grove site that also included the adjacent Bremer Bank site. On
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February 20, 2018
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October 10, 2017, the City Council denied the request and adopted a resolution outlining their stated
reasons.
On December 22, 2017, The Village, LLC submitted new applications and requests for a preliminary PUD
plan/rezoning, a preliminary plat, and a comprehensive plan amendment for the site. Their submission
was deemed incomplete at that time, due to changes in the status of the purchase agreement for the
Bremer property, and The Village, LLC was properly informed of this.
On January 26, 2018, The Village, LLC submitted a revised plan for preliminary plat and preliminary PUD
development plan for the site that excluded the Bremer Bank site. The application was deemed
complete by the city and is the subject of this report.
The Planning Commission held a public hearing on February 26, took public testimony on the revised
plan, reviewed the proposal, and recommended, 7 to 0, to approve the preliminary plat and preliminary
PUD development plan, subject to the conditions in the staff report, and adding a condition to evaluate
the intersection at 27th Avenue. The Planning Commission also approved, 7 to 0, a supplemental motion
recommending that the City Council strongly consider tying financial tax incentives for this development
to affordable housing and requiring that housing being included for families and in each building within
the development.
DESCRIPTION OF THE REQUEST
The Village, LLC has submitted the following requests with their land use application for the
redevelopment plan for 2501 Lowry Avenue:
Planned Unit Development (PUD) preliminary development plan review and Re‐Zoning
Request.
Preliminary Plat review for their re‐development plan for 2501 Lowry Avenue.
A detailed narrative from the developer was submitted and is included as an attachment to this staff
report.
The site under redevelopment consideration is the former manufactured home park property, which
consists of approximately 15.4 acres located on the southwestern edge of the city of St. Anthony at 2501
Lowry Avenue. The preliminary plat and PUD preliminary development submittal proposes a residential
redevelopment that includes several housing types and styles: independent senior rental housing;
assisted living senior housing; and general occupancy rental housing. There are a total of 430 housing
units proposed on the site, comprised of three buildings of multifamily housing. While the floor plans
currently show 414 units, the developer is requesting authorization to reconfigure the floor plans and
unit sizes and number within the current building footprints proposed in order to increase the number
of proposed units up to a hard cap of 430 units. The reconfiguration would result in 28 units per acre.
The independent senior building (Building A) is proposed to include approximately 61 studio, 1‐bedroom
and 2‐bedrooms units and to be 45.5 feet in height. Building B, consisting of assisted living senior
housing, is proposed to have approximately 128 units, which range in size from very small, memory care
units to larger 2‐bedroom units. This building is proposed to be 45.5 feet in height. The general
occupancy rental building (Building C) is proposed to have a mix of studio (approximately 77), 1‐
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February 20, 2018
Page 3
bedroom (100), 2‐bedroom (36) and 3‐bedroom (12) units. Building C is proposed to be 44 feet in
height. These exact breakdowns are subject to change, based on final market studies and plans.
There are a total of 693 designated parking stalls proposed for the development. These include 407
enclosed parking stalls and 286 surface stalls. The redevelopment proposal includes two stormwater
retention ponds proposed at grade. The city engineer has reviewed the surface water management plan
and submitted comments in the attached memo. Trails are proposed throughout the development to
connect with existing sidewalks and to provide intra‐site recreational opportunities.
The plan proposes to connect to the existing sewer, water, and stormwater facilities located under
Kenzie Terrace and Stinson Parkway.
ZONING GUIDANCE
The site is currently zoned R‐1 – Single Family, which is a zoning district that allows for detached
single family uses. The applicant is requesting to rezone the site to Planned Unit Development
(PUD). The intent of a PUD zoning designation is “to create a more flexible, creative, and efficient
approach to the use of land”, and may include a greater use variety and dimensional flexibility than
the underlying zoning district(s) would allow.
City Code Section 152.203 (“ALLOWED USES”) stipulates that a PUD development plan may deviate
from the area’s underlying zoning and allowed uses, and that the uses defined in the final PUD
agreement take precedence:
“Uses within a PUD may include only those uses generally considered associated with the general
land use category shown for the area on the official Comprehensive Land Use Plan. However, in some
unique situations, the PUD may allow the approval of use or uses that are not listed as either
permitted or conditional uses in any underlying zoning district. The specific allowed uses and
performance standards for each PUD shall be delineated in an ordinance and development plan. The
PUD development plan shall identify all the proposed land uses, which shall become permitted uses if
the final development plan is approved.”
Upon review of the proposal, the only deviation found from the standards of the R‐4 Multiple Family
Residential district (the appropriate zoning district to review this property under, per the
Comprehensive Plan Guidance of Multi‐Family Residential) is the height of the buildings. Maximum
height in the R‐4 zoning district is 35 feet, and the maximum height of the proposed highest building
is 45.5 feet.
PRELIMINARY PUD DEVELOPMENT REVIEW
Staff deemed the preliminary plat submission complete after reviewing the submitted elements
against the required information listed in Section 151.02. The following summarizes the proposal for
each element of the preliminary plat and preliminary PUD site plan.
Housing Types and Massing/Height: The preliminary plat and PUD preliminary development
submittal proposes a residential redevelopment that includes multi‐family, general occupancy
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February 20, 2018
Page 4
housing, senior independent living, and senior assisted living. The table below summarizes the
housing types and massing for each segment of the proposed development.
Site Element Housing Type Total Units Height
Building A
Senior
independent
housing
61
3 story peaked roof,
31’5” to main eave,
45.5 feet total
Building B Senior housing 128
3 story peaked roof
31’5” to main eave,
45.5 feet total
Building C Market‐rate 225
4 story flat roof, 44’
total
Total Units Proposed: 414 housing units on 15.37 acres
Overall Site Density: 26.95 units per acre
Buildings A and B, both proposed at three stories in height, would b located north of the roadway that
runs through the site. Building C is proposed to have four stories, and would front Kenzie Terrace, south
of the proposed on‐site roadway. Buildings A and B are proposed to be managed and operated by
Ebenezer, a senior home community. Building C is proposed to be constructed and operated by
Continental Property Group. The density proposed meets the Comprehensive Plan guidance for Multi‐
Family Residential properties.
Traffic, Streets and Access: The development plan proposes two main access points, one from Stinson
Boulevard and one from Kenzie Terrace. The roadway is included on the preliminary plat as Outlot A and
is proposed as a private roadway. Access from the alley has been eliminated in the revised plan. A traffic
study was completed as a part of the EAW review, and has been updated. Hennepin County and the
Minneapolis Park and Recreation Board (MPRB) have also reviewed the proposal and issued a report
containing comments and requirements that will need to be met. Detailed recommendations were
included in that report and are incorporated here by reference. Notably, an access easement is
requested along the southwest corner of the property to accommodate eventual re‐location of
driveways away from the Lowry/Stinson intersection. It should be noted that city requirements
regarding access will match the permits issued by other agencies, since the MPRB and Hennepin County
have jurisdiction over these roads.
Parking: There are 693 total parking stalls proposed for this development. The table below summarizes
the parking type, stalls and area associated with each segment of the proposed development. The
parking proposal meets city code standards. An additional 37 “proof of parking” stalls are proposed, to
serve as additional parking, if needed.
Site Element Enclosed Parking
Stalls
Surface
Parking Stalls
Stalls per
unit
Building A 92 (underground) 34 2.06
Building B 77 (underground) 34 0.87
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Page 5
Landscaping: The plan provides a landscaping program exhibit as well as cross sections and the
separation of development from existing structures. Some trees are proposed to remain, especially
those along the property borders. No trees on the Kenzington property or MPRB property will be
removed (there is currently a row of trees along the Kenzington property and street trees along Stinson
Parkway). However, most trees within the site are proposed to be removed and replaced. A landscape
buffer is proposed along the northern and eastern edge of the property of evergreen trees. Staff finds
the landscaping plan satisfactory to meet buffer goals for those edges.
Streetscape/Urban Design: The site plan and preliminary plat shows street design, sidewalks and trails
incorporated into the project design. Setbacks shown on the site plan have been increased along Stinson
to a minimum of 90 feet. Along the alley setbacks are proposed at a minimum of 66 feet and along
Kenzington Condos property, a minimum of 65 feet. The revised plan proposes building orientation
concentrated much more inside the proposed development, with large setbacks from property
boundaries to the north, east, and west. Staff is requesting an evaluation of shifting the development
another 20 feet away from the existing Kenzington building since there is a development on the eastern
side and not as close on the western side of the development.
Trails/Sidewalks: The preliminary plat shows 5‐foot sidewalks integrated into the site design along all
internal roads, as well as an 8‐foot sidewalk trail running along the northern site perimeter. While there
is an existing sidewalk along both Stinson Blvd and Kenzie Terrace integrated into the project design,
there are no proposed enhancements to existing sidewalks. Staff is recommending a 6‐foot sidewalk
instead of a 5‐foot sidewalk sitewide. Coordination with the MPRB to improve tripping hazards and
Americans with Disabilities Act issues along Stinson Parkway will be required, especially at the
intersection of the proposed private street.
Public Spaces/Parks: The preliminary site plan includes several private recreational amenities, including
an outdoor pool, patio, two plazas, and a small dog run. The proposal also includes several indoor
private spaces. While all trails are proposed to be privately maintained, they will be open to the public
to use.
Environmental Assessment Worksheet: A full report was completed for the analysis of the
environmental impacts, including infrastructure impacts, contamination, traffic, and permitting
required. The traffic report has been updated, per the revised site plan. Detailed information was
analyzed, and this report is available on the City’s website, or at City Hall.
Environmental (Contamination): There is contamination on the site from the apparent historical
spreading of oil on dirt roads for dust control, the location of a former dry cleaner on the Bremer site,
Building C 238 (underground) 218 2.03
TOTAL 407 stalls 286 stalls 693 total
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Page 6
and the historical siting of underground petroleum tanks. The appropriate Response Action Plan has
been submitted and approved by appropriate agencies. The developer is intending to remediate all
environmental contamination on the site as a part of redevelopment. The EAW completed for this site
has listed the detailed permits and information related to this cleanup effort.
Grading: Significant grading is required on this property for the accommodation of the development
proposal. The city engineer has reviewed the grading plan and provided detailed comments in the
attached memorandum.
Stormwater Management: A stormwater management collection and treatment system is proposed
through a system of curbing, catch basins, underground conveyance, ponding, and bio‐retention. This
includes traditional at grade ponds and below grade bio‐filtration systems. Detailed comments have
been submitted with the city engineer’s memorandum.
Utilities: Public sanitary sewer and watermain extensions and hydrants are proposed as part of this
development. The infrastructure is proposed under private streets, with public easements over them.
Detailed comments on the utilities have been submitted with the city engineer’s memorandum.
Phasing: After the final PUD approval, work will commence on the assisted senior living building as soon
as weather conditions will allow. Construction is expected to take approximately 18 months per building
to complete. As crews finish their particular subset of work, they will move to the independent senior
living building and then to the market‐rate building. The Village, LLC hopes to commence work at the
end of 2018 with an aggressive construction schedule to complete all three buildings by late 2020 or
during 2021.
Park Dedication Fees: Park dedication is required on all new subdivisions in St. Anthony. The amount of
land and cash in‐lieu contribution will be determined at the time of final plat and included in the
Development Agreement. The Park Dedication submittal was reviewed by the Park Commission at its
meeting on March 12 and a recommendation was made to accept cash‐in‐lieu of public parkland
dedication, with credit for public park infrastructure, trails, and the value of the land for an 8 foot public
trail easement along the public trail.
Development Agreements/Contracts: A series of development agreements and contracts will be
required for this project, including the payment of appropriate sewer, water, and park dedication fees.
These legal documents will be drafted and prepared at appropriate times during the final plat/final
development plan stage.
Other Agency/Department Requirements: In addition to city code requirements for the review and
consideration of a PUD preliminary development plan, re‐zoning and subdivision application, this
redevelopment is subject to many other jurisdictional requirements including the following:
State Rules Governing Completion of an EAW. Due to its size (over 375 attached units), Minnesota Rule
4410 requires preparation of an EAW to evaluate and identify existing environmental conditions and to
identify the impacts of this proposed development with regard to land use, soils, fish/wildlife, historical
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February 20, 2018
Page 7
property, water resources, sewer, water, and transportation infrastructure, as well as any potential
noise, odor, light, or visual impacts. This document has been completed and several of its
recommendations are included in this report.
Minnesota Pollution Control Agency (MPCA). As part of the developer’s purchase of the property,
Phase I and Phase II Environmental Assessments were completed, which identified several sources of
contamination on the property that will need to be properly handled and remediated through the
process established by the MPCA. Additionally, sanitary extension and construction permits will also be
needed. Copies of all required permits will be required to be submitted prior to final approval of the
development.
Minneapolis Park and Recreation Board. MPRB has submitted comments regarding the proposed
development, outlining the process and permits required. The land under which Stinson Parkway is built
is considered MPRB parkland, not right‐of‐way. Therefore, special review and provision must be made
for any upgrades or impacts to Stinson Parkway, given its designation as parkland under MPRB
jurisdiction. Copies of all required MPRB permits will be required to be submitted prior to final approval
of the development.
Mississippi Watershed Management Organization (MWMO). This development will be subject to the
rules of the MWMO and the city regarding pollutant loading reduction, discharge rates and volumes,
and flood elevations. The city is the permitting agency for the MWMO.
Fire Department. The St. Anthony Fire Department reviewed the proposal according to the 2015
Minnesota State Fire Code, based on the 2012 International Fire Code They have the following
commentswhich are quoted in full:
Access Roads: Appear to be in compliance at this time. Concerns in regard to the bump outs
prior to turning into the parking lots as well as the surmountable curb in the center of the
complex road and concerning its size. That appears too large and trucks may not be able to make
the turn without potentially having to drive over it.
Hydrant spacing: Appears compliant along with distances to Fire Department Connections.
Building entrances: Indicated with Fire Department Connections appear compliant. Garage
entrances are indicated.
When fire protection systems are designed early input from the fire department will make the
process much more efficient.
Considerations for each of the buildings cannot be addressed until detailed plans are submitted
for the actual buildings including fire protection systems. A plan review process will occur for all
buildings and will reference the codes in force when the plans are submitted. As was discussed in
previous meetings, staff would like to see individual floor sprinkler shutoff’s as well as an
addressable alarm system.
Entry door added next to each underground garage door access with a key box installed as well.
This will provide direct entry access to the garage for any type of car fire, carbon monoxide issue,
trash fire, medical or other incident that takes place there.
Verification on the height of the overhang at the entry of the buildings. Consideration to height
of apparatus as well as ambulance need to be given.
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Public Safety. The St. Anthony Police Department reviewed the proposal and noted the following points
of consideration, also quoted in full:
The Village site project located at 2501 Lowry Avenue is forecast to be a max 430 unit site, or 28
units per acre. The project site design includes a single boulevard style roadway. The project
includes two three story pitched roof buildings that will consist of independent senior living,
assisted senior living and memory care units. The site also contains a four story market rate
apartment building. The site contains a single boulevard style roadway with no connections to
the alley.
Originally, concerns were raised with regard to access to the development off of Stinson
Boulevard and Kenzie Terrace, as well as egress from the development onto these streets. An
exit/entry point off of Lowry Avenue would be very close to the intersection of Lowry Avenue and
Stinson Boulevard. Vehicles leaving the development onto WB Lowry Avenue would have low
risk for accident. Those leaving onto EB Lowry Avenue and Kenzie Terrace would present
additional risk for vehicle, bicycle and pedestrian traffic. Vehicle exit/entry off of Stinson
Boulevard would present minimal risk for area vehicle, bicycle and pedestrian traffic provided
entry/egress is limited to NB traffic only. If a crossover to SB Stinson Boulevard is constructed,
the risk potential would increase. It remains to be seen what influence the Minneapolis Park
Board will have in regards to traffic management on Stinson Boulevard.
The layout of outdoor parking at this development should be consistent with other area
developments. It is recommended that the development allow for easy access for police patrol
cars, fire apparatus and local ambulance services. Provisions for emergency vehicle access
should allow for easy access/egress to the property. There should be continuity with regard to
pedestrian and vehicle circulation within the site, which will aid in police, fire and EMS response.
Turnarounds large enough to accommodate emergency vehicles and fire trucks should be
considered. Building entrances should be in close proximity to pedestrian walk ways and vehicle
parking areas.
On street neighborhood parking on Stinson Boulevard and surrounding side streets, in St.
Anthony and Minneapolis, may be impacted by a development of this size. Care should be given
to future roadway design of Stinson Boulevard and Lowry Avenue/Kenzie Terrace. On street
parking on Lowry Avenue should be avoided due to roadway design in that area. Due care
should be taken in regard to a development of this size and existing residents as it pertains to
quality of neighborhood life concerns related to traffic, parking, noise and littering complaints.
The demands a 430‐unit site puts on the police department can be projected in two ways. First,
a performance based approach to staffing that takes into account projected call load. Second,
and more common, is the average ratio of full time officers per 1,000 residents. The first, being
more accurate, would be appropriate to consider. Seeing how this development will be phased
in over multiple years, it will be important to do yearly monitoring of calls for service to this site
when making staffing decisions.
Hennepin County Transportation. Hennepin County reviewed the proposal, providing notes on the site
plan. Detailed review and comments are included as an exhibit.
COMMUNITY INPUT TO‐DATE
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There has been much interest in the proposed redevelopment of this site, starting almost two years ago
and continuing to‐date. Staff has received over 100 emails since the initial sketch plan phase.
Additionally, staff has spoken with many residents and concerned neighbors and has summarized the
concerns as follows:
Concerns over the density and height of the proposal. The most common concern is the opinion
that the comprehensive plan should not be amended to accommodate this development and
that heights should be consistent with those around the site.
Concerns over the loss of affordable housing. People have expressed the need to retain/replace
affordable housing on the site.
Concerns over traffic and safety. People have stated the increase in traffic on Stinson Parkway
will reduce livability and increase congestion at key intersections.
Concerns regarding views for existing Kenzington Condos residents. People have expressed
concern over the reduction in views from their units.
Concerns over tree removal.
Concerns over school capacity and other public services.
Concerns over the handling and treatment of stormwater runoff.
The revised plans reduce the density of the project, which results in almost half the traffic and
population within the new proposal, increase the setbacks from property boundaries, and remove
access from the alley. The revised plans show significant landscape buffering and some tree
preservation, where practical. Stormwater management is located primarily in surface level ponds,
rather than underground storage.
RECOMMENDATION
The Planning Commission held a public hearing on February 26, took public testimony on the revised
plan, reviewed the proposal, and recommended 7 to 0 to approve the preliminary plat and preliminary
PUD development plan, subject to the conditions in the staff report, and adding one condition to
evaluate the intersection at 27th Avenue. The Planning Commission also, approved 7 to 0, a
supplemental motion to recommend that the City Council strongly consider tying financial tax incentives
for this development to affordable housing and requring that housing be included for families and in
each building within the development.
Staff has completed a thorough review of the proposal and has the following comments and conditions
for the Preliminary PUD Development Plan and Preliminary Plat:
Setback from Kenzington Condos. Increase the setback from the property line by
approximately 20 feet, shifting the development to the west.
Vacation of Easement. There is currently a watermain easement through the site, which
will need to be vacated through a separate action accompanying a final plat.
Engineering Comments. All changes contained in the attached city engineer and
stormwater management memoranda should be made to the satisfaction of the city
engineer.
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February 20, 2018
Page 10
Agency Comments. MPRB and Hennepin County permits shall be obtained and permit
requirements should be incorporated, as final approval by those agencies requires.
Revised Traffic Study Recommendations. All traffic mitigation efforts listed in the
revised traffic study shall be part of the conditions for approval, as permitted by other
regulating agencies (MPRB and Hennepin County).
Receipt of All Applicable Permits. All other agency permits shall be obtained, and plans
approved prior to construction on the site.
In consideration of the above items, staff recommends that the City Council take the following actions:
Motion to adopt a resolution approving the preliminary PUD plan and preliminary plat,
contingent on the requirements and items listed in the Resolution.
SUGGESTED MOTION
The following actions are options for the City Council to consider:
1) Motion to adopt a resolution, approving the preliminary PUD plan and preliminary plat,
contingent on the requirements and items listed in the Resolution and in the staff report.
2) Motion to table action on the preliminary PUD development plan and preliminary plat, based on
the submittal of additional information, as enumerated in the staff report;
3) Motion to deny the preliminary PUD development plan and preliminary plat and to direct staff
to prepare a draft resolution declaring terms of the same, based on the findings of the City
Council.
ATTACHMENTS
1) Resolution
2) Village LLC narrative
3) Graphic Site Plan
4) Landscape Boards
5) Village LLC Civil Plans
6) Traffic Study, updated
7) Village LLC Building Exhibits, with parking information
8) City Engineer Memo
9) Storm Water Management Memo
10) Hennepin County Transportation Comments
11) Revised site plan (one page)
12) Traffic memo regarding 27th Avenue
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Southern Gateway
Redevelopment
Project
CITY COUNCIL MEETING
MARCH 27, 2018
Process To Date
6/2016:
Applicant purchased
Lowry Grove
10/2016:
Developer submitted
sketch plan
1/2017:
Environmental
Assessment Worksheet
conducted
6/2017:
Manufactured home
community closed
7/2017:
Application for
development submitted
10/2017:
City Council denied
development request
12/2017:
New application
submitted, deemed
incomplete
2/2018:
The Village, LLC
submitted revised plans
excluding Bremer Bank
site
2/2018:
The Village, LLC
submitted revised plans
excluding Bremer Bank
site
2/26/2018:
Planning Commission
held public hearing and
recommended approval
7 to 0, with conditions
3/27/2018:
City Council
consideration
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Applications Submitted
Developer Request for:
Planned Unit Development (PUD) preliminary development plan
review and re-zoning request
Preliminary plat review for their redevelopment plan for 2501 Lowry
Avenue
Proposal Details
Site: 15.4 acres
Location: Southwestern edge of the city of St. Anthony @
2501 Lowry Ave
Use: Residential
Type: Independent senior rental housing, assisted living
senior housing, general occupancy rental housing
Units: 414 (up to 430) in three buildings
Density: 28 dwelling units/acre
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Proposal Details
Building A:Independent Senior Building
61 units including studios, 1 bedrooms, and 2 bedrooms
Height: 45.5 feet
Building B:Assisted Senior Living
128 units, including small memory care units up to 2 bedroom units
Height: 45.5 feet
Building C:General Occupancy
225 units including studios, 1 bedroom, 2 bedrooms, and 3 bedrooms
Height: 44 feet
Proposal Details
Parking: 693 designated parking stalls (407 enclosed, 286 surface)
Stormwater: 2 retention ponds at grade
Trails throughout site will connect with existing sidewalks
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Proposal Details
Proposal Details
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Proposal Details
Changes from Last Plan
Exclusion of Bremer Bank site due to expiration of purchase
agreement
Increased surface parking
Reduced building heights
No connection to alley
Deeper setbacks
Reduced retaining wall use
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Contingencies
Further analysis of 27th Avenue (Planning Commission addition)
Setback from Kensington Terrace Condos.
Increase the setback from the property line by approximately 20 feet, shifting the development
to the west.
Vacation of Easement.
There is currently a watermain easement through the site, which will need to be vacated
through a separate action accompanying a final plat.
Engineering Comments.
The full City Engineer memo and stormwater management memo are available as
attachments and all changes should be made, per the memo to the satisfaction of the city
engineer.
Agency Comments.
Park Board and Hennepin County permits shall be obtained and permit requirements should be
incorporated, as final approval by those agencies requires.
Revised Traffic Study Recommendations.
All traffic mitigation efforts listed in the revised traffic study shall be part of the conditions for
approval, as permitted by other regulating agencies (Park Board and Hennepin County).
Receipt of All Applicable Permits.
All agency permits shall be obtained, and plans approved prior to construction on the site.
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Recommendation
Planning Commission met on February 27, 2018, held a
public hearing, took testimony, and recommended
approval of the preliminary PUD plan and preliminary plat,
contingent on the requirements and items listed in the staff
report and its attachments, and further analysis of 27th
Avenue.
Planning Commission made a second motion that any city
financial assistance be used for the development of
affordable, family housing throughout the development.
Park Commission met on March 12, 2018, reviewed the
park dedication request, and recommended approval of
cash-in-lieu, with credit for trail construction and land
under the trail
Next Steps
March 27 -City Council Consideration
Spring 2018 -If approved, final plat submission
Spring 2018 –TIF consideration
Summer 2018 -Development agreement
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CITY OF ST. ANTHONY VILLAGE
RESOLUTION 18-030
A RESOLUTION APPROVING THE PUD PRELIMINARY DEVELOPMENT
PLAN/PUD REZONING, AND PRELIMINARY PLAT RELATED TO THE VILLAGE,
LLC PROJECT LOCATED AT 2501 LOWRY AVENUE
WHEREAS, on January 26, 2018, the City of St. Anthony Village received a request from the
Applicant, The Village, LLC, for the following applications (“Application”):
Rezoning request/Planned Unit Development Preliminary Development Plan
request to change the zoning of the site from R1 – Single Family Residential
(at 2501 Lowry Avenue) to Planned Unit Development (PUD);
Preliminary Plat request;
The property comprising the site is legally described in Exhibit A (the “Property”), addressed at 2501
Lowry Avenue.
WHEREAS, the Property is currently guided by the Comprehensive Plan as High Density Residential;
and
WHEREAS, the St. Anthony Village’s zoning district needs to be consistent with the City’s
Comprehensive Plan allowing for a 25 to 40 units per acre; and
WHEREAS, the Planned Unit Development re-zoning is an appropriate zoning district to utilize for
the review of this project, given its High Density Residential land use guidance, unique
and varied site surroundings, and due to involving a larger re-development area with
more than one parcel; and
WHEREAS, the re-development should be evaluated as a complete development, consistent with past
practices; and
WHEREAS, the Comprehensive Plan is the city’s guiding document, approved in 2008, and reviewed
in accordance with State Statute by the Metropolitan Council; and
WHEREAS, on February 26, 2018 the Planning Commission held a public hearing regarding the
proposals, took public testimony, reviewed the Application, and took the action related to
the Application to recommend approval of the preliminary PUD development plan and
preliminary plat, contingent upon the items listed in the staff report and its attachments,
and that further study be completed on 27th Avenue. (7 to 0)
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NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of St. Anthony Village
approves the Applications, with the following contingencies:
Setback from Kensington Condos. Increase the setback from the property line by
approximately 20 feet, shifting the development to the west.
Vacation of Easement. There is currently a watermain easement through the site, which
will need to be vacated through a separate action accompanying a final plat.
Engineering Comments. The full City Engineer memo and stormwater management
memo are available as attachments and all changes should be made, per the memo to the
satisfaction of the city engineer.
Agency Comments. Park Board and Hennepin County permits shall be obtained and
permit requirements should be incorporated, as final approval by those agencies requires.
Revised Traffic Study Recommendations. All traffic mitigation efforts listed in the
revised traffic study shall be part of the conditions for approval, as permitted by other
regulating agencies (Park Board and Hennepin County).
Receipt of All Applicable Permits. All other agency permits shall be obtained, and plans
approved prior to construction on the site;
And based on a review of the complete record and the findings contained in this Resolution which
include:
(1) The use districts are protected by the Application;
(2) Orderly development and redevelopment is promoted by this Application;
(3) The proposal does provide adequate light, air, and access to property;
(4) The proposal prevents overcrowding of land and undue concentration of structures by regulating
land, buildings, yards, and densities; and
(5) The Rezoning Request/Planned Unit Development Preliminary Development Plan request and the
Preliminary Plat are consistent with the Comprehensive Plan.
Adopted this 27th day March, 2018.
_____________________________
Jerome O. Faust, Mayor
ATTEST:____________________________
Nicole Miller, City Clerk
Reviewed for administration: ______________________________
Mark Casey, City Manager
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EXHIBIT A
Parcel 1:
That part of the South 1/2 of the Northwest Quarter of Section 7, Township 29, Range 23, beginning at a
point in the South line of said Tract 100 feet East of the Southwest corner thereof; thence North 1079.8 feet;
thence East parallel to the South line of said quarter section 1041.74 feet; thence South to center of State
Highway No. 63; thence southwesterly along said center line of State Highway No. 63 and St. Anthony and
Taylor Falls Road to intersection of center line of said road with the South line of said quarter section;
thence West along said latter line to the point of beginning, except that part thereof embraced in the South
365 feet of the West 395 feet of the Southwest Quarter of the Northwest Quarter of said Section 7 and
except the easterly 100 feet thereof.
Except that part taken for highway purposes by the County of Hennepin as evidenced by Final Certificate,
filed May 16, 1985, as Document No. 1652500.
Parcel 2:
That part of the following described property:
The Easterly 100 feet of that part of the South half of the Northwest Quarter, Section 7, Township 29, Range
23, beginning at a point in the South line of said Tract 100 feet East of the Southwest corner thereof, thence
North 1079.8 feet, thence East parallel to the South line of said quarter section 1041.74 feet; thence South
to center of State Highway No. 63; thence Southwesterly along said center line of State Highway 63 and St.
Anthony and Taylor Falls Road to intersection of center line of said road with the South line of said quarter
section; thence West along said latter line to the point of beginning,
lying Westerly of the following described line and its Southerly extension,
Beginning at a point on the North line of the above described Tract, distant 5.50 feet easterly of the
Northwest corner thereof, assumed bearing of said North line is North 89 degrees 24 minutes 53 seconds
East; thence South 01 degree 00 minutes 45 seconds East a distance of 486.65 feet, more or less, to the
South line of the above described tract and there terminating.
Parcel 3:
That part of the Northwest Quarter of Section 7, Township 29, Range 23, described as commencing at a
point on the South line of said Northwest Quarter distant 100 feet Easterly from the Southwest corner of said
Northwest Quarter; thence Northerly parallel with the West line of said Northwest Quarter to the South line
of MURRAY HEIGHTS ADDITION TO MINNEAPOLIS, being the actual point of beginning; thence Southerly
along said parallel line to a point distant 1079.8 feet Northerly from said South line of the Northwest Quarter;
thence on an assumed bearing of North 89 degrees 24 minutes 53 seconds East, parallel with the South line
of said Northwest Quarter a distance of 947.24 feet; thence North 01 degree 00 minutes 45 seconds East to
said South line of MURRAY HEIGHTS ADDITION TO MINNEAPOLIS; thence Westerly along the last
described line to the point of beginning.
All situated in the County of Hennepin and State of Minnesota.
Torrens Property
Being registered land as evidenced by Certificate of Title No. 1066595
2501 Lowry Avenue NE,
St. Anthony, MN 55418
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76
January 26, 2018
Mayor Faust & Council Members
c/o Mark Casey
CITY OF SAINT ANTHONY VILLAGE
3301 Silver Lake Road
Saint Anthony Village, Minnesota 55418
VIA HAND DELIVERY
RE: Written Statement in Support of PUD Application
Dear Mayor Faust and Council Members:
Having reached what THE VILLAGE, LLC (“The Village”) believes to be a
shared vision for redevelopment, it now submits a Planned Unit
Development (“PUD”) Preliminary Development Plan application (and,
together with its related applications and materials, the “Applications”)
for redevelopment (“Project”) of 2501 Lowry Avenue NE, Saint Anthony,
Minnesota (the “Property”). This letter is offered as written support for
the Applications.
In preparing the Applications, The Village scrapped its earlier plans and
presents this entirely new concept. Understanding that a planned unit
development must meet both The Village’s needs and the needs of the
City of Saint Anthony Village (the “SAV”), The Village Project was rebuilt
from square one to address the concerns raised in opposition to the
original applications. We began at “square one” with the baseline
understanding that density would be dramatically reduced. This required
a completely different way of looking at potential designs.
What evolved was a simpler design and greatly-reduced infrastructure.
The revised design began with a single boulevard-style roadway, akin to
Stinson Parkway. From there, architects refined the design to increase
total parking (including adding significantly greater surface parking),
reduce building heights, eliminate connections to the alley, reduce
retaining wall use, and create deeper setbacks. The Project now includes
two three-story, pitched-roof buildings to the north of the boulevard, used
for independent senior living, assisted senior living and memory care
units. A four-story, market rate apartment building rests south of the
boulevard.
We have detailed the current unit breakdown by building below. But
because minor changes can occur as the final drawings are fully refined,
The Village proposes a hard cap of 430 units on the Property, or 28 units
per acre.
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You will also note that we have sought to balance the need for green space
and the need for adequate parking. The Village believes that between the
underground parking, the surface parking, and the street parking on the
internal street there is sufficient parking for all uses in the Property. But it
also recognizes that the demographics of each development and the
parking needs of that demographic can vary dramatically between
projects. To ensure that it has capacity if the reality of the Project proves
more surface parking is necessary, The Village has built a buffer known as
“proof of parking.” If The Village is correct and it has adequate parking,
precious green space will be preserved. But in the event that more
parking is needed, The Village has identified a location of 37 additional
stalls that would be constructed upon triggering events set out in the
master development agreement that will be entered into between the City
and The Village as part of any PUD approval.
Status of Bremer Property
Before turning to the specifics of the Applications, a clarification is in
order about the status of the Bremer Property. The Village had a fully
executed purchase agreement allowing it to acquire the Bremer Property
(the “Bremer PA”). The Bremer PA has expired.
Additionally, The Village had previously reached a contingent agreement
to eventually transfer the Bremer Property (and a portion of the Property)
to Aeon (the “Aeon PA”). But the contingencies in the Aeon PA were not
met, and the parties have agreed to cancel the Aeon PA. The Village never
intended to take ownership of the Bremer Property or close on the Bremer
PA. Instead, The Village expected to locate affordable housing on the
Bremer Property as part of a mixed-use building. Discussions continue
with Bremer while Bremer examines development options for the site.
Within the Applications, The Village looks to include the Bremer Property
in the redevelopment tax increment district to give the eventual developer
all available flexibility.
The Bremer Property is not included in the preliminary plat application.
The eventual Bremer developer will receive the redevelopment tax
increment designation and will have full control over the PUD process for
the Bremer Property directly with the City.
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Project Summary
A summary of the key components of the Project on the Property follows.
Site
Element
Housing
Type
Total
Units Height Ugd.
Parking
Surface
Parking
Building
A
Senior
Ind.
housing
61
3 story peaked
roof 31’5” to
main eave
92 34
Building
B
Senior
housing 128
3 story peaked
roof 31’5” to
main eave
77 34
Building
C
Market-
rate 225 4 story flat roof
44’ to facia 238 218
Total Units Proposed for 15.37 acres:
414 housing units 407 286
2501 Lowry Site Density: 26.94 units per acre
The Proposal is a PUD, and the city has broad approval leeway to
encourage development creativity that adds vitality to the city. The project
however does not need much help in meeting the city’s already
established multifamily guidelines. The Project’s Lot Coverage is
projected to be 51.5% (including proof of parking). However, if we
exclude the boulevard, that number falls to 47.1%. It is typical to exclude
the boulevard for lot coverage calculations because the boulevard and the
north and south sidewalks serve the public and the housing community.
The 51.5% ratio also includes the swimming pool, gathering plaza,
independent living patio and assisted living patio, and memory garden.
These new outdoor spaces are landscaped and provide outdoor amenities
for residents of the campus adding tremendous quality of life. If the pool
and gathering plaza are excluded from these calculations, coverage drops
further than 47.1%, which is excellent for a property of this size.
The Project’s building-to-land ratio is 20.1% (22.3% if private road outlot is
excluded), with the zoning max at 35%, the Project is well below the
maximum.
Compliance with Planning Principles
In developing the Project, The Village paid special attention to the City’s
five Planning Principles. We discuss each below.
1) The provision of affordable housing. The city has a history of
including, requiring, and financially supporting the development of
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affordable housing in the community, and this commitment will
continue;
The Village remains committed to affordable housing’s role in the Project.
Of the apartment units, 79 meet the standard for affordable housing at
80% of the Hennepin County area median income (“AMI”), which means
that 35% of the apartment units qualify as affordable housing under U.S.
Housing and Urban Development department standards.
The Village also proposes that a third party develop the adjacent Bremer
Property for affordable housing. The Village will not develop the Bremer
Property. It will, however, help ensure the future ability to offer
affordable housing by requesting inclusion in the redevelopment tax
increment district (eligibility for which it would not enjoy on its own). The
Bremer Property’s inclusion in the redevelopment district will provide
maximum flexibility to its eventual developer.
Lastly, after the City denied the original applications, The Village and the
City met to give the City a voice for its vision and provide a meaningful
feedback loop. During the meetings, the City pointed out that SAV’s HRA
currently owns the 0.9-acre former bowling site (the “HRA Property”). To
generate even greater affordable housing as part of the development, the
City identified the HRA Property as a potential additional location for an
affordable housing developer to construct housing at an affordability level
that the City and community desire and that is financially possible. The
Village agrees that locating additional affordable housing on the HRA
Property in conjunction with the Project is logical and The Village looks
forward to further discussions with all stakeholders to make maximal use
of the HRA Property as a potential location for additional affordable
housing.
2) Compatibility with surrounding land uses. It is important that new
development match existing surrounding land uses in scale, height,
and use;
For many years, the City’s Comp Plan has designated the Property for
high-density residential redevelopment. The Project appropriately
balances that designation and the existing neighboring uses.
As the Comp Plan correctly notes, “[b]ecause the City is fully developed,
additional housing would have to occur through redevelopment… [and]
the anticipated density for this higher density housing development is 25
to 40 units per acre.” The Village has worked to design a project close to
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the bottom of that range. The Project can now reasonably be constructed at
28 units per acre or less. Accordingly, The Village seeks approval for a
project built at 28 units per acre, largely because in its experience, market
dynamics and design considerations can lead to minor variations in unit
mixes before the project’s conclusion. Rather than returning with a
proposed amendment after the public process is complete, The Village
requests a small density cushion now. The final PUD submission will
detail the precise configuration and unit mix.
Additionally, the Project was designed as high-density to fit the
neighborhood. The design began with the boulevard-style street intended
to compliment Stinson Parkway and dissuade users from viewing it as an
option for “cut through.”
Next, the Project recognizes neighboring uses: predominantly single
family to the west and north, and high-density residential or commercial
to the east and south. The resulting configuration sees two senior-living
buildings located north of the project’s boulevard, with considerable
setbacks from both the northern and western property lines and a three-
story, pitched-roof design to more closely resemble a single-family home.
The Village strategically located the market-rate building on the
Property’s southern portion near existing high-density uses. Because it is
market-rate, it is designed to appeal to the “renters-by-choice”
demographic. These users demand that their apartment look and feel
drastically different than a senior building. The architecture has a more
modern feel as a result, featuring a flat roof and loaded with amenities,
including a gathering area, pool, and dog run. The height was technically
reduced to four stories, but it is lower than the peak of a three-story
pitched roof.
3) Provision of adequate public infrastructure. All new development
must provide appropriate infrastructure to manage water, sewer,
runoff, streets, and access, and all other infrastructure needed to
adequately serve itself and protect the surrounding community.
The existing site is surrounded by public infrastructure available to serve
the proposed, scaled back, development plan proposed. While the
following paragraphs provide an overview, a more detailed engineering
summary has been provided to touch on specific items that will be
reviewed.
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As the proposed development relates to traffic and access, the internal
roadway, vehicle and pedestrian access and ways of traverse have been
designed for the proposed demand. The offsite transportation
improvements are being re-analyzed to account for the updated unit
number and uses, which will present recommendations for offsite
improvements. The preliminary development plans have been reviewed
with engineering and fire departments and their respective initial
comments have been incorporated.
The sanitary sewer adjacent to the site, located in the alley to the north,
was determined in the previous submittals to be adequate to serve the
development and that remains the case for this reduced
density. Similarly, the domestic water supply is available to the south and
west of the property to serve the development. As was the case in the
previous proposals, following the preliminary approval of the proposed
plan, the City will verify further improvements needed offsite to ensure
adequate fire flows as required by proposed building types.
Stormwater management has been an obstacle on the Property for many
years. Nonetheless, the Project meets the City and MWMO requirements
for rate control, water quality and freeboard. The proposed management
system consists primarily of a collection system routing runoff to
traditional surface ponds, and supplemental filtration, to treat and store
the stormwater prior to discharging it at a rate no more than the current
conditions discharge.
You can find additional detailed engineering information in the submittal
package attached on all of these items.
4) Protection of the environment. All development must meet all
Federal, State, watershed district, and local requirements for
environmental protection. The city will ensure all pollution and
contamination is properly remediated.
The Project is significantly scaled back from the 823-unit project. Notably,
the environmental assessment worksheet for that initial project concluded
it was not likely to result in significant environmental impact. The Village
agrees that the Project must comply with all Federal, State, watershed
district, and local requirements for environmental protection regulations.
We believe it does meet—and, in many instances, exceeds—those
thresholds.
As has been noted elsewhere, environmental testing reveals that
hazardous substances exist below ground on the Property. Specifically,
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the adjacent property and Property’s prior uses have contaminated the
environment with fuel oil and gasoline, diesel range organics, various
volatile organic compounds, asbestos, and tetrachloroethene. The Village
has already fully remediated the asbestos contamination and, together
with appropriate governmental authorities, will undergo further
remediation as part of the redevelopment. The Property is already part of
the Minnesota Pollution Control Agency (“MPCA”) Voluntary
Investigation and Cleanup (“VIC”) program and has received MPCA
approval for its Voluntary Response Action Plan (“VRAP”) to fully
remediate contamination as part of the development.
5) A fair and open public process. When a formal application is
received for development, the city will provide outlets for
community discourse and discussion on the proposal.
The Village has sought to ensure a fair and open public process. After
developing the plans for the Project, The Village held open community
meetings to discuss the design and receive feedback. It also agreed to
engage smaller groups to address specific questions. It has met with the
Minneapolis Park and Rec department, Hennepin County Public Works,
the Fire Chief and Fire Marshall, and SAV’s engineer, all to gather as
much input as possible to ensure the Project is truly a shared vision. In
addition, the Applications will face the planning commission’s scrutiny
and a full public hearing.
Additional Considerations
Staging & Process
The Village seeks approval for its preliminary PUD application on the
entire Project to get building dimensions approved and detail a shared
vision for development. On receipt of that approval, The Village will work
with staff on the terms of the master development agreement that is part
of all PUD approvals. Once there is preliminary agreement on those
terms, The Village will promptly submit for final PUD approval on the
Project.
The phasing plan for the Project is significantly more compact than the
original plans. After the final PUD approval, work will commence on the
assisted senior living building as soon as weather conditions will allow.
Construction is expected to take approximately 18 months to complete per
building. As crews finish their particular subset of work, they will move
to the independent senior living building and then to the market rate
building. The Village is hopeful to commence work at the end of 2018 with
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an aggressive construction schedule to complete all three buildings by late
2020 or 2021.
Parking.
Parking will be well-managed across the Project.
Based on the experience of the selected senior living operator, the senior
buildings are likely over parked. The independent living building
provides 126 stalls for 61 units, even though it is unrealistic to expect that
a 2 to 1 parking ratio is necessary to meet parking demand. For the
assisted living (which includes a memory care component), the
expectation is one parking stall for every 3 units plus 20 employee stalls.
Despite that ratio, the Project provides 111 stalls for 128 assisted living
units, an excess of 48 stalls above the highlight standard.
When it comes to the market rate buildings, similar projects have
generally been constructed with a 1.5 to 1.75 unit to parking stall ratio. But
The Village is very committed to ensuring it has adequate parking. The
market-rate building has 225 units (a total of 285 bedrooms). There are 238
below ground parking spaces and 181 surface stalls (without the proof of
parking) for a parking ratio of 1.86. Sitting above market-average parking
ratio, The Village finds the proposed parking adequate. As discussed
above, however, The Village has built in an additional buffer of 37 stalls,
that would be constructed if existing stalls proved to be inadequate, which
would than slightly exceed a 2.0 unit to parking stall ratio.
Open Space and Park Dedication
An important component of the Project is that design choices were made
to preserve a natural buffer along Stinson Parkway and along the northern
and eastern property lines. By doing so, The Village seeks to save as
many of the landmark trees in those areas as possible (upon further
inspection some may show to be less than healthy and others cannot be
saved due to the grading demands). Currently, The Village estimates that
17 such trees will be saved. In addition, the landscaping plan calls for the
addition of new trees to enhance screening and enjoyment that comes
from preserving such natural buffers. These areas will add to the trail
system throughout the Project to create an open, park feel.
Property Control.
The Village has previously provided the City a copy of the deed for the
Property.
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Continental - St. Anthony Site PlanSt. Anthony, MN86
St Anthony Village |Landscape ProgramDog ParkActivity NodesPatio & Pavilion87
St Anthony Village |Tree PreservaƟon Plan & Pedestrian CirculaƟon11225533418” Ash18” Maple36” Oak30” Oak36” Oak60” Oak(2)-12” Pine12” Ash12” Pine48” Oak24” Oak36” Oak(3)-36” Oak24” MapleExisting Tree Size & SpeciesActivity Node11Sidewalks & Walking TrailsSection Cut Location52112988
St Anthony Village |Conceptual SecƟons11Senior Housing to Walking Trail to AlleySenior Housing8’ Walking TrailAcƟvityNodeScreening/Buffer PlanƟngAlley ExisƟng GarageExisƟng House78’SƟnson BlvdParkwayProof of ParkingPublic SidewalkSidewalk DrainageSwaleMulƟ-ResidenƟal22MulƟ-ResidenƟal to SƟnson Blvd1”=20’1”=20’98’220’98’PLPL89
St Anthony Village |Conceptual SecƟonsProperty LineRetaining WallTree Replacement PlanƟngs-Over-story, Specimen, OrnamentalBlvd TreesBlvd TreesBlvd TreesPaƟo/PavilionStormwater Pondwith FountainsSenior Housing8’ Walking TrailKenzington CondominiumsExisƟngTreesStreet LighƟng15’Drive Lane8.5’Parking Lane5’SidewalkDrainage Swale44Typical Road SecƟon55Senior Assisted Living to Kenzington Condominiums33Property Line to Stormwater Pond1”=20’1”=20’1”=20’69’ ROW70’44’ 10”55’89’ 6”PL23.5’15’Drive Lane10’Median8.5’Parking Lane5’Sidewalk23.5’90
St Anthony Village | Precedent Images1Village Park2MulƟ-ResidenƟal3Senior Housing91
G-101
COVER AND
INDEX SHEET
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\g-101 Cover And Index Sheet.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXX DESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 5:26:05 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROJECT
LOCATION
CITY: ST. ANTHONY VILLAGE
COUNTY: HENNEPIN
DISTRICT NO.: 3
INDEX OF SHEETS
PROJECT LOCATION MAP
G-101 COVER AND INDEX SHEET
G-102 NOTES AND LEGEND
C-101 PRELIMINARY PLAT
C-102 EXISTING CONDITIONS
C-103 EXISTING CONDITIONS
C-104 PRELIMINARY SITE PLAN
C-105 PRELIMINARY SITE PLAN NORTH
C-106 PRELIMINARY SITE PLAN SOUTH
C-301 PRELIMINARY GRADING PLAN
C-302 PRELIMINARY GRADING PLAN NORTH
C-303 PRELIMINARY GRADING PLAN SOUTH
C-401 PRELIMINARY UTILITY PLAN
C-402 PRELIMINARY UTILITY PLAN NORTH
C-403 PRELIMINARY UTILITY PLAN SOUTH
C-501 PRELIMINARY STORM SEWER PLAN
C-502 PRELIMINARY STORM SEWER PLAN NORTH
C-503 PRELIMINARY STORM SEWER PLAN SOUTH
C-801 DETAILS
L-100 PLANTING PLAN - OVERALL CONCEPT
L-101 PLANTING PLAN - CONCEPT SOUTH
L-102 PLANTING PLAN - CONCEPT EAST
L-103 PLANTING PLAN - CONCEPT WEST
THIS SET CONTAINS 22 SHEETS
GOVERNING SPECIFICATIONS:
1. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS (LATEST EDITION)
2. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION).
3. ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLETED WITHIN THE CONSTRUCTION
OF THIS PROJECT.
4. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
PROJECT VICINITY MAP
PRELIMINARY PUD PLANS
FOR
THE VILLAGE LLC DEVELOPMENT
CITY OF ST. ANTHONY VILLAGE
HENNEPIN COUNTY, MINNESOTA
JANUARY 2018
92
G-102
GENERAL NOTES
AND LEGEND
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\G-102 General Notes And Legend.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:01:34 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
GOVERNING SPECIFICATIONS:
1. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD
UTILITIES SPECIFICATIONS (LATEST EDITION)
2. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION).
3. ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND
ORDINANCES WILL BE COMPLETED WITHIN THE CONSTRUCTION
OF THIS PROJECT.
4. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST
EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR
TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
MINOR CONTOUR
MAJOR CONTOUR
CURB AND GUTTER
EDGE OF PAVEMENT
SANITARY MANHOLE
SANITARY SEWER
STORM SEWER
WATERMAIN
UNDERGROUND FIBER OPTIC
CONCRETE SIDEWALK
FENCE
STORM MANHOLE
STORM CATCH BASIN
HYDRANT
GATE VALVE
LIGHT POLE
EDGE OF VEGETATION
GUARD RAIL
FENCE
RETAINING WALL
ELECTRIC TRANSFORMER
TRAFFIC SIGN
DELINEATED WETLAND EDGE
CURB AND GUTTER
CONCRETE SIDEWALK
BITUMINOUS PAVEMENT
BITUMINOUS PATCHING
ADA ACCESSIBLE ROUTE
SANITARY CLEANOUT
SANITARY SERVICE
WATER SERVICE
GATE VALVE
STORM SEWER
FLARED END SECTION
CATCH BASIN/CBMH
REMOVE BITUMINOUS PAVEMENT
SAWCUT BITUMINOUS PAVEMENT
REMOVE CURB AND GUTTER
CLEARING AND GRUBBING
REMOVE FENCE
REMOVE BUILDING
SILT FENCE
ROCK CONSTRUCTION ENTRANCE
RIPRAP
INLET PROTECTION
EROSION CONTROL BLANKET
STORM MANHOLE
REMOVE TREE
REMOVE SANITARY SEWER/SERVICE
REMOVE WATER MAIN/SERVICE
FLARED END SECTION
TREE
SANITARY MANHOLE
MNDOT SEED MIX 22-112
SOD PER LANDSCAPE PLANS
MNDOT SEED MIX 33-262
MNDOT SEED MIX 34-262
MNDOT SEED MIX 35-241
SILT FENCE DITCH CHECK
CULVERT PROTECTION
REMOVE TRASH AND DEBRIS
GRADING LEGEND
SITE PLAN LEGENDEXISTING LEGEND
UTILITY/STORM SEWER LEGEND
EROSION CONTROL LEGEND
REMOVALS LEGEND
GENERAL LEGEND
PROPOSED STORM SEWER
PROPOSED CATCH BASIN
PROPOSED MANHOLE
1.00%
FL=9XX
PROPOSED SPOT ELEVATION
(ALL ELEVATIONS ARE TO FLOWLINE UNLESS
OTHERWISE NOTED)
ME=9XX
TC=9XX
MATCH EXISTING SPOT ELEVATION
TOP OF CURB SPOT ELEVATION
EOF=9XX EMERGENCY OVERFLOW SPOT ELEVATION
HP=9XX HIGH POINT SPOT ELEVATION
PROPOSED RIDGE / VALLEY / BREAKLINE
PROPOSED SLOPE ARROW
EXISTING STORM STRUCTURE
EXISTING STORM SEWER
EXISTING CONTOUR
PROPOSED CONTOUR9XX
FG=9XX FINISHED GRADE SPOT ELEVATION
TW=9XX TOP OF WALL SPOT ELEVATION
BW=9XX BOTTOM / TOE OF WALL SPOT ELEVATION
PROPERTY LINE
SETBACK LINE
EASEMENT LINE
CONSTRUCTION LIMITS
93
BREMER BANK PARCEL 716.23
432.18S 01° 07' 07" E 3.02S 39°13'04" E1041.74ALLEY232.7610
0
.
0
0S 50°
4
6
'
5
6
"
WN 89°07'06" E947.205
6
4
.
0
6S
5
0
°
3
3
'
2
4
"
WPARCEL 1PARCEL 2PARCEL 3KENZ
IE
TERRACE
(CO
.
RD
.
NO
.
1
5
3
)
STINSON PARKWAY1027.85N 00°36'35" E ALLEY21BLOCK ONEOUTLOT ABLOCK TWO1137494 S.F.3.16 AC.191086 S.F.4.39 AC.274811 S.F.6.31 AC.N89°18'31"E295.01S0°06'35"E 225.89L=176.80R=851.73Δ=11°53'36"PROPOSEDDRAINAGE ANDUTILITY EASEMENT(25,725 S.F.)PROPOSEDDRAINAGE ANDUTILITY EASEMENT(48,669 S.F.)PROPOSED DRAINAGE & UTILITY EASEMENT OVERALL OF OUTLOT A1
:Parcel 1:That part of the South 1/2 of the Northwest Quarter of Section 7, Township 29, Range 23, beginning at apoint in the South line of said Tract 100 feet East of the Southwest corner thereof; thence North 1079.8 feet;thence East parallel to the South line of said Quarter Section 1041.74 feet; thence South to center of StateHighway No. 63; thence southwesterly along said center line of State Highway No. 63 and St. Anthony andTaylor Falls Road to intersection of center line of said road with the South line of said Quarter Section;thence West along said latter line to the point of beginning, except that part thereof embraced in the South365 feet of the West 395 feet of the Southwest Quarter of the Northwest Quarter of said Section 7 andexcept the easterly 100 feet thereof.Except that part taken for highway purposes by the County of Hennepin as evidenced by Final Certificate,filed May 16, 1985, as Document No. 1652500.Parcel 2:That part of the following described property:The Easterly 100 feet of that part of the South half of the Northwest Quarter, Section 7, Township 29, Range23, beginning at a point in the South line of said Tract 100 feet East of the Southwest corner thereof, thenceNorth 1079.8 feet, thence East parallel to the South line of said quarter section 1041.74 feet; thence Southto center of State Highway No. 63; thence Southwesterly along said center line of State Highway 63 and St.Anthony and Taylor Falls Road to intersection of center line of said road with the South line of said quartersection; thence West along said latter line to the point of beginning,lying Westerly of the following described line and its Southerly extension,Beginning at a point on the North line of the above described Tract, distant 5.50 feet easterly of theNorthwest corner thereof, assumed bearing of said North line is North 89 degrees 24 minutes 53 secondsEast; thence South 01 degree 00 minutes 45 seconds East a distance of 486.65 feet, more or less, to theSouth line of the above described tract and there terminating.Parcel 3:That part of the Northwest Quarter of Section 7, Township 29, Range 23, described as commencing at apoint on the South line of said Northwest Quarter distant 100 feet Easterly from the Southwest corner of saidNorthwest Quarter; thence Northerly parallel with the West line of said Northwest Quarter to the South lineof MURRAY HEIGHTS ADDITION TO MINNEAPOLIS, being the actual point of beginning; thence Southerlyalong said parallel line to a point distant 1079.8 feet Northerly from said South line of the Northwest Quarter;thence on an assumed bearing of North 89 degrees 24 minutes 53 seconds East, parallel with the South lineof said Northwest Quarter a distance of 947.24 feet; thence North 01 degree 00 minutes 45 seconds East tosaid South line of MURRAY HEIGHTS ADDITION TO MINNEAPOLIS; thence Westerly along the lastdescribed line to the point of beginning.All situated in the County of Hennepin and State of Minnesota.Torrens PropertyBeing registered land as evidenced by Certificate of Title No. 10665952501 Lowry Avenue NE,St. Anthony, MN 55418WENCK ASSOCIATES INC.1800 PIONEER CREEK CENTERMAPLE PLAIN MN, 55359SURVEYS BASED ON ALTA/ACSM LAND TITLE SURVEY PREPARED BY PREMIERLAND SURVEYING, LLC, DATED JUNE 6, 2016 AND CERTIFICATE OF SURVEY BYCLARK ENGINEERING DATED MAY 3, 2010.THE VILLAGE LLC1907 WAYZATA BLVD. E. #250WAYZATA, MN 55391DECEMBER 20, 2017727$/$5($72%(3/$77(' 6) $& 2501 LOWRY AVENUE NE, ST. ANTHONY, MN 55418EXSTING IMPROVEMENTS AND UNDERLYING PROPERTY INFORMATION ARESHOWN LIGHTLY IN THE BACKGROUND.DRAINAGE AND UTILITY EASEMENTS SHOWN BEING FIVE FEET IN WIDTH ANDADJOINING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH AND ADJOININGREAR LOT LINES, UNLESS OTHERWISE SHOWN.THE VILLAGE LLCDEVELOPMENTDrawn By:Issue Date:Project #:5005-0003RAGTHE VILLAGE LLC DEVELOPMENT
THE VILLAGE, LLC
1907 WAYZATA BLVD, SUITE 250
M:\5005\0003\DESIGN\SURVEY\5005-0003preplat3.dwg
Description:Date:
WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA
12/06/20171Issue #
Prepared For:
XX/XX/XXXX DESCRIPTION ISSUE #Sheet #:Sheet Title:1/25/2018 2:01:51 PM
Date:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY REGISTERED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.License #:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGWENCK ASSOCIATES INC.1800 PIONEER CREEK CENTERMAPLE PLAIN MN, 55359C-101PRELIMINARYPLAT94
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D 153)STINSON PARKWAYSOUTH LIE OF SW1/4 OF NW1/4
OF SEC. 7, T. 29, R. 23
EXISTING
BUILDING
(1056 S.F.)EXISTINGBUILDING(2923 S.F.)EAST LINE OF PARCEL 1CHAINLINK FENCE
ON PROPERTY LINE
EXIST
.
BLDG
.
(1663
S
.
F
)
100
100
SW COR OF SW1/4 OFWEST LINE OF SW1/4 OF NW1/4 OF SEC. 72020100
4
0
20
20
10101010
1010
10
10
20' DRAINAGE & UTILITY
EASEMENT PER DOC. NO. 2447499
C LCHAIN LINK FENCE
0.6' WEST OF
PROPERTY COR.
WEST LINE OF KENZINGTON
CONDOMINIUM PLAT AND
EAST LINE OF PARCEL 2
BITU
MI
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O
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S
7 STA
L
L
S 3 STALLS4 STALLSBITUMINOUS
CON
C
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E
C
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B
&
G
U
T
T
E
R
CONCRETE CURB GUTTERALLEY
920
9
1
5
9
1
3
9
1
5
92092592
5
91
5
91
7
912
916.2916.6928.4930.9916.4918.4921.7926.2EXISTING 12" PLASTIC STORM PIPE
EXISTING FLARED END SECTION
INV=910.37
EXISTING 8" WATERMAIN
EXISTING 8" WATERMAIN
EXISTING 8" WATERMAIN
APPROXIMATE EDGE OF PAVEMENT (TYP.)
APPROXIMATE EDGE OF PAVEMENT (TYP.)
APPROXIMATE EDGE
OF PAVEMENT (TYP.)
APPROXIMATE EDGE
OF PAVEMENT (TYP.)
C-102
EXISTING
CONDITIONS
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-102 Existing Conditions.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:02:41 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
BENCHMARKS
1. HENNEPIN COUNTY MONUMENT AT STINSON
PARKWAY & KENZIE TERRACE INTERSECTION,
ELEVATION = 932.75
2. STORM SEWER MANHOLE (SOLID COVER) AT
KENZIE TERRACE & ENTRANCE TO THE
LEGACY OF ST ANTHONY/AUTUMN WOODS,
RIM ELEVATION = 916.16
3. SANITARY SEWER MANHOLE AT WEST END
OF ALLEYWAY, ELEVATION = 923.02
95
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D 153)STINSON PARKWAYSOUTH LIE OF SW1/4 OF NW1/4
OF SEC. 7, T. 29, R. 23
EXISTING
BUILDING
(1056 S.F.)EXISTINGBUILDING(2923 S.F.)EAST LINE OF PARCEL 1CHAINLINK FENCE
ON PROPERTY LINE
EXIST
.
BLDG.
(1663
S
.
F
)
100
100
SW COR OF SW1/4 OF
NW1/4 OF SEC. 7, T. 29, R. 23WEST LINE OF SW1/4 OF NW1/4 OF SEC. 72020100
NW COR. OF SW1/4
OF NW1/4 OF SEC. 7
4
0
20
20
10101010
1010
101020' DRAINAGE & UTILITY
EASEMENT PER DOC. NO. 2447499
C LCHAIN LINK FENCE
0.6' WEST OF
PROPERTY COR.
WEST LINE OF KENZINGTON
CONDOMINIUM PLAT AND
EAST LINE OF PARCEL 2
BITU
MI
N
O
U
S
7 STAL
L
S 3 STALLS4 STALLSBITUMINOUS
CON
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
CONCRETE CURB GUTTERALLEY
920
9
1
5
9
1
3
9
1
5
92092592
5
91
5
91
7
912
NAVD88 VERTICAL DATUM 916.2916.6928.4930.9916.4918.4921.7926.2C-103
EXISTING
CONDITIONS
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-103 Existing Conditions.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:03:31 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
BENCHMARKS
1. HENNEPIN COUNTY MONUMENT AT STINSON
PARKWAY & KENZIE TERRACE INTERSECTION,
ELEVATION = 932.75
2. STORM SEWER MANHOLE (SOLID COVER) AT
KENZIE TERRACE & ENTRANCE TO THE
LEGACY OF ST ANTHONY/AUTUMN WOODS,
RIM ELEVATION = 916.16
3. SANITARY SEWER MANHOLE AT WEST END
OF ALLEYWAY, ELEVATION = 923.02
SITE DATA
AREA DEVOTED TO
RESIDENTIAL-MANUFACTURED HOMES/RV'S 491,743 SF (11.289 AC)
AREA SF (AC)
COMMON SPACE N/A
PUBLIC OPEN SPACE N/A
STREETS 168,364 SF (3.865 AC)
OFF-STREET PARKING/LOADING (14 STALLS) 6,751 SF (0.155 AC)
PID: 0702923230001 (VILLAGE PROPERTY SITE)
AREA AND FLOOR AREA DEVOTED TO
COMMERCIAL USES 1,663 SF (0.038 AC)
AREA SF (AC)
INDUSTRIAL OR OFFICE N/A
TOTAL AREA OF PROPERTY 669,885 SF (15.378 AC)
96
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
STORMWATER POND
NWL=911.00
HWL=915.92
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D 153)STINSON PARKWAY65.2'81.1'78.4'73.1'99'
97.9'22.6'70.7'20'76.7'85'66.9'89.9'
4
2
.
5
'
9'
TYP.
22'23.5'23.5'24'15'23.5'10'
18'
9'
TYP.30'10'8.5'8.5'19'TYP.9'TYP.
19'
TYP.
10'
23.5'
2
4
'24'
PATIO
PLAZAPATI
O
PLAZA
PROOF OF
PARKING
37 STALLS
PATIO
22'22'22'22'22'15'8.5'19'TYP.9'
TYP.19'TYP.23.5'
1
2
'
12' WIDE LEFT
TURN LANE
6' WIDE TRAIL
6' WIDE TRAIL
8' WIDE TRAIL
EXISTING TREE
TO REMAIN (TYP.)
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
CONSTRUCTION
LIMITS (TYP.)
CONSTRUCTION
LIMITS (TYP.)
3
0
'
3
0
'
20'
20'20'20'20'
20'
12' WIDE RIGHT
TURN LANE
6
0
'
5
'
DOG PARK
LIGHT POLE
(TYP.)
CROSSWALK
(TYP.)
RETAINING WALL23'C-104
SITE PLAN
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-104 Site Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:04:12 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
SITE ANALYSIS TABLE
EXISTING ZONING R1 SINGLE FAMILY RESIDENTIAL
LOT AREA 6) $&
TOTAL BUILDING AREA 6)
GREENSPACE SUMMARY
IMPERVIOUS AREA (INCL. BLDG AND POND)
PROPOSED
PERVIOUS AREA
BL. 1 LT. 1 - IND. LIVING
PARKING STALLS SUMMARY RAMP
PARKWAY
BL. 2 LT. 1 - MULTI RES.
SETBACK SUMMARY BUILDING
EAST
30'
WEST
NORTH
PROPOSED ZONING PUD - PLANNED UNIT DEVELOPMENT
20'
20'
20'
SOUTHEAST
6) $&
BL. 1 LT. 2 - AST. LIVING
SOUTHWEST 20'
INTERNAL 0'
ADA
30
TOT
4
30
115
61
4
5
0 61
STANDARD
SURFACE
ADDITIONAL PROOF STALLS 37 37
0
TOTAL PARKING COUNT
RAMP SURFACE
0 0
0
0
6) $&
88
86
231
4
4
7
126
124
358
405 273 15 13 706
PROPERTY LINE
SITE LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
BITUMINOUS PAVEMENT
CONCRETE SIDEWALK PAVEMENT.
CONSTRUCTION LIMITS
97
KEN
ZI
E
T
E
R
R
A
C
E (
C
O
U
N
T
Y
R
D 153)STINSON PARKWAYMULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=911.00
HWL=915.92
65.2'81.1'78.4'73.1'99'
70.7'76.7'85'66.9'89.9'
9'
TYP.
22'23.5'23.5'24'15'23.5'10'
18'
9'
TYP.30'10'8.5'8.5'19'TYP.9'TYP.
19'
TYP.30.5'
10'
23.5'
2
4
'24'
PROOF OF
PARKING 37
STALLS 22'22'22'22'15'8.5'19'TYP.9'
TYP.19'TYP.23.5'
EXISTING TREE
TO REMAIN (TYP.)
5' WIDE
SIDEWALK
1
1
1
1 11
1
1
1
1
1
1
1
5 55
5
5
5
5
R15'R15'R5'
R3'R3
'
R
1
0
'R2'R3'R5'R
3
'
R3'R1
0
'R10'R10'R10'R10'R3
'R10'R5'R3'R10'R3'R2
'
R
4
0
'R3'R2
0
'
R
1
5
'
R5'
R5'
R5'R15'R
1
5
'R20'R
3
'R3'R3'
R32'
R12'R10'R10'R3'R3'R20'R10'R3'35.23'
21.16'
R3'R5'R1
5
'R3'R3'R10'R
1
0
'R5'
R10'R3'R3'
R34'
R1
0
'R3'R25'R25'R3'R
3
'R10'R3'R3'
R3'R3'R3'R10'R12'R32'R3'
R3'R10'R
3
'R3'R15'R
5
'R5'R15'R5'R3'
18'18'25'5 5
2
3
2
2
3
2
2
3
1
9'
TYP.
9'
TYP.19'TYP.R30'R3'R3'R3'6
6
6
6
6
6
6
6
6
6
6
11
11
11
11
8
8
8
8
26
26
26
26
17
18
18
18
R10'
R3'
16 16
16
1616
16
19
19
19
19 19
19
14
14
14
14
14
14
14
14
15
15
15
15
15
15
15
15
15
15
10
10
10
22
22
22 22
22
22
22
22
PAR FITNESS
NODE (TYP. OF 8)27
27
27
27
5
'
27
20'
3
0
'20'20'20'
30
20
3020
20
20
2020
20
20
29
29
29
29
3
28
31
31
31
31
31
31
31
31
31
31
31
31
31 31 31 31
32
3232
32
6
0
'22'23'C-105
SITE PLAN
NORTH
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-105 Site Plan North.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:04:53 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
SITE LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
BITUMINOUS PAVEMENT
CONCRETE SIDEWALK PAVEMENT.
3
2
1
4
5
6
7
8
9
10
11
12
13
14
15
B612 CURB AND GUTTER
B612 TIP-OUT CURB AND GUTTER
MOUNTABLE CURB AND GUTTER
2' WIDE CONCRETE VALLEY GUTTER
BITUMINOUS PAVEMENT
5' WIDE CONCRETE SIDEWALK
6' WIDE CONCRETE TRAIL
8' WIDE BITUMINOUS TRAIL
CONCRETE DRIVEWAY APRON
MATCH INTO EXISTING PAVEMENT
MATCH INTO EXISTING CURB AND GUTTER
MATCH INTO EXISTING SIDEWALK
PATCH BITUMINOUS PAVEMENT
16
17
KEYNOTE LEGEND
18
19
20
21
22
23
24
25
26
27PARALLEL PARKING STALLS - 22' X 8.5' TYP.
STANDARD PARKING STALL - 9' X 18' TYP.
ADA PARKING STALLS WITH ACCESS AISLE & CURB RAMP
PLAZA - SEE ARCH. AND LANDSCAPE PLANS
PATIO - SEE ARCH. AND LANDSCAPE PLANS
PROPERTY LINE
RETAINING WALL W/ RAILING. SEE ARCH. FOR RAILING
FENCE - SEE LANDSCAPING PLANS
4" STRIPING
DOG PARK
TOT LOT/COMMUNITY AREA
ADA PEDESTRIAN RAMP
GARAGE ENTRANCE
BUILDING SETBACK
LOT LINE
DECORATIVE PAVEMENT SEE LANDSCAPE PLANS
RAILING - SEE ARCH. PLANS
STREET LIGHT
CROSSWALK
28
29
30
31
32
98
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
PROOF OF
PARKING
97.88'22.57'20'4
2
.
4
7
'9'TYP.
19'
TYP.
30.5'
23.5'
22'3'23.5'
1
2
'
12' WIDE LEFT
TURN LANE
5' WIDE
SIDEWALK
1
1
5
R2
0
'
R10'R3'R3'
R34'
R1
0
'R3'R25'R25'2
6
6 6
7
7
11
11
11
26
26
17
18
16 16
19
19
19
14
14
14
15
15
10
10
2
5
'
27
3020
20
20
20
2320
20
KENZI
E
T
E
R
R
A
C
E
(
C
O
U
N
T
Y
R
D
1
5
3
)STINSON PARKWAYC-106
SITE PLAN
SOUTH
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-106 Site Plan South.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXX DESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:33:23 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
SITE LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
BITUMINOUS PAVEMENT
CONCRETE SIDEWALK PAVEMENT.
3
2
1
4
5
6
7
8
9
10
11
12
13
14
15
B612 CURB AND GUTTER
B612 TIP-OUT CURB AND GUTTER
MOUNTABLE CURB AND GUTTER
2' WIDE CONCRETE VALLEY GUTTER
BITUMINOUS PAVEMENT
5' WIDE CONCRETE SIDEWALK
6' WIDE CONCRETE TRAIL
8' WIDE BITUMINOUS TRAIL
CONCRETE DRIVEWAY APRON
MATCH INTO EXISTING PAVEMENT
MATCH INTO EXISTING CURB AND GUTTER
MATCH INTO EXISTING SIDEWALK
PATCH BITUMINOUS PAVEMENT
16
17
KEYNOTE LEGEND
18
19
20
21
22
23
24
25
26
27
28
29
30
PARALLEL PARKING STALLS - 22' X 8.5' TYP.
STANDARD PARKING STALL - 9' X 18' TYP.
ADA PARKING STALLS WITH ACCESS AISLE & CURB RAMP
PLAZA - SEE ARCH. AND LANDSCAPE PLANS
PATIO - SEE ARCH. AND LANDSCAPE PLANS
PROPERTY LINE
RETAINING WALL W/ RAILING. SEE ARCH. FOR RAILING
FENCE - SEE LANDSCAPING PLANS
4" STRIPING
DOG PARK
TOT LOT/COMMUNITY AREA
ADA PEDESTRIAN RAMP
GARAGE ENTRANCE
BUILDING SETBACK
LOT LINE
DECORATIVE PAVEMENT SEE LANDSCAPE PLANS
RAILING - SEE ARCH. PLANS
STREET LIGHT
CROSSWALK
31
32
99
KEN
ZI
E
T
E
R
R
A
C
E (
C
O
U
N
T
Y
R
D 153)STINSON PARKWAYMULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
STORMWATER POND
NWL=911.00
HWL=915.92
922
924
920
918
924926920
922
920
918
9229249289209109109
1
0
910918920
922
9
2
0 91892
0
910910910
9229249
2
6
920922924926
5
.
0
:
1 4.7
:1
4
.
3
:
13.7:13.8:15.9:1
4.8:1
5.5:1 3:1
3:14.6:14.2%2.
6%
2
.
0%2.5%3:1
3:1
3
:
1
3:13:1
2.6%5.9:17.5:16.6:1
6.4:1 5.2:14.7:16.0:112.9:12.0%1.
3
%
8.9%5.0%1.7
%
2.2%
3.
3%3.6%3.0%3.7%3.0%4.6%
3.5%3.3%6.5
%6.3%11.4%5.5%
2
.
1%3.3%4.1%10.9%13.6%4.8:1918
9
1
6
922
916
914
2
.
1%
914
918
916
916
920
920
916918
922
92091892091892091892292892692
4
9
1
8
9
1
8
EOF=17.58
EOF=17.50
EOF=17.43
EOF=17.50
EOF=17.37
23.5%4.4:1 EOF=18.90
EOF=25.50
EOF=21.909223.
7
%922EOF=21.90
EOF=23.50926
920
10:110:13:110:13:110:110:1
10
:
1
10:13:13:13:1
EOF=16.00922PATIO
EL=923.00
PATIO
EL=927.00
PATIO
EL=923.00PATIOEL=927.00EOF=17.30
EOF=17.41
EOF=22.30
EOF=22.54
9
2
0
EOF=20.32
EOF=19.68
EOF=19.75
EOF=22.30
EOF=19.89
EOF=19.91
EOF=19.88
EOF=16.90
EOF=17.79
EOF=16.39
EOF=16.84
EOF=16.31
EOF=16.31
C-301
GRADING
PLAN
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-301 Grading Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:06:43 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
GRADING LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED STORM SEWER
PROPOSED CATCH BASIN
PROPOSED MANHOLE
1.00%
FL=9XX
PROPOSED SPOT ELEVATION
(ALL ELEVATIONS ARE TO FLOWLINE UNLESS
OTHERWISE NOTED)
ME=9XX
TC=9XX
MATCH EXISTING SPOT ELEVATION
TOP OF CURB SPOT ELEVATION
EOF=9XX EMERGENCY OVERFLOW SPOT ELEVATION
HP=9XX HIGH POINT SPOT ELEVATION
PROPOSED RIDGE / VALLEY / BREAKLINE
PROPOSED SLOPE ARROW
EXISTING STORM STRUCTURE
EXISTING STORM SEWER
EXISTING CONTOUR
PROPOSED CONTOUR9XX
NOTE: SEE C-501 STORM SEWER PLAN FOR STORM SEWER
DESIGN DETAILS
FG=9XX FINISHED GRADE SPOT ELEVATION
TW=9XX TOP OF WALL SPOT ELEVATION
BW=9XX BOTTOM / TOE OF WALL SPOT ELEVATION
CONSTRUCTION LIMITS
EOF FLOW ARROW
100
KEN
ZI
E
T
E
R
R
A
C
E (
C
O
U
N
T
Y
R
D 153)STINSON PARKWAYMULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=911.00
HWL=915.92
922
918
920
918
924926920
922
920
918
922924918920
922 920918922 9229209
2
0
910910910
922922924926
3.7:13.8:12
.
0%2.5%3:1
3:1
3
:
1
3:13:1
2.6%9.1:17.5:16.6:1
6.4:1 19.1%21.2%16.8%7.7%2.0%0.
7%5.8%8.5%
1.7
%
2.2%
3.
3%3.6%3.0%3.7%3.0%4.6%
3.5%3.3%6.5
%6.3%11.4%9.5
%
2
.
1%3.3%4.1%12.1%918
9
1
6
922
916
914
2
.
1%
914918916
920
918
922
920918920918920918922926928926
928 9269289
2
4
9
1
8
9
1
8 918EOF=17.58
920924926
EOF=25.80
EOF=25.50
EOF=22.30
EOF=23.50
1.9%2.1%2.0%
2.0%
2.1%
2.
0
%
EOF=17.30
EOF=17.50
EOF=17.43
EOF=17.50
EOF=17.37
1.4%
2
.
1%2.4%11.4%7.8:18.4%4.8%
3.5%2.0%
1.9%
2.0%
2.7
%
920
922
4
.
3%
FG=17.62
FG=23.47
FG=23.92
FG=21.22
FG=24.99
FG=24.38
CONCRETE STEPS
2.4%1.4%4.5%
2.8%
FG=24.87
12.2%
1
0
.
2
%
3.4%18.1%15.3%
8.
9
%
FG=23.97
FG=17.51
FG=16.60
FG=17.00
RETAINING WALL
TW=23.00
BW=17.00
BW=19.89
BW=20.97BW=21.80
BW=17.00
TW=21.86
TW=21.47
TW=24.00
TW=22.30
RETAINING WALL
BW=12.00
BW=16.24
BW=20.00
BW=20.00
BW=16.61
BW=12.00
BW=13.00
BW=13.85 BW=13.42
BW=13.00
BW=15.67
BW=15.54BW=17.05
BW=17.05
TW=20.50
TW=18.39
TW=22.50
TW=22.50
TW=21.62
TW=21.00
TW=18.00
TW=19.17
TW=18.26
TW=17.55
TW=17.55
TW=18.32
TW=19.39
TW=20.00
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING
WALL
BW=17.50
BW=15.71
BW=12.00
BW=12.00 BW=13.68
BW=15.45
BW=17.00
TW=19.00
TW=18.30
TW=18.00 TW=17.50
TW=18.54
TW=19.84TW=21.008.1%FG=27.00
FG=26.00
FG=25.00 FG=22.00 FG=22.00 FG=18.00
BW=18.00 BW=18.00
BW=24.00
BW=27.00
TW=27.00
TW=27.00
TW=27.00TW=27.00
FG=27.00
FG=26.00
FG=26.00
FG=24.00
FG=23.00
FG=26.13
FG=27.00
FG=27.00
FG=27.00
FG=27.00
FG=27.00
FG=27.00
FG=27.00
FG=27.00 FG=23.00
FG=23.00
FG=22.50
FG=18.00 FG=18.00 FG=22.00 FG=22.00
FG=20.00
FG=20.00FG=23.00FG=23.00
FG=23.00
FG=23.00
FG=23.00 FG=23.00 FG=20.00
FG=20.00FG=18.00
FG=22.50 FG=23.00
FG=23.00
FG=23.00
FG=23.00
FG=22.50
FG=22.50
FG=23.00 FG=23.00 FG=23.00 FG=21.00
1
0
:
1
3:
110:13:110:13:1EOF=16.00
FG=23.00
FG=23.00 FG=23.00
FG=23.00
BW=20.00
BW=20.00
BW=20.00
BW=20.00 BW=20.00
BW=20.00 BW=20.00
TW=23.00
TW=23.00
TW=23.00
TW=23.00 TW=23.00
TW=23.00 TW=23.00
TW=23.00
BW=20.002.0%4.0%EOF=21.90
EOF=17.70
EOF=20.32
EOF=22.54
EOF=19.68
EOF=19.75
EOF=22.30
EOF=19.89
EOF=16.39
EOF=16.84
EOF=17.79
EOF=19.88
EOF=19.91
EOF=16.90
EOF=16.31
EOF=16.31
C-302
GRADING
PLAN NORTH
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-302 Grading Plan North.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:07:45 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
GRADING LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED STORM SEWER
PROPOSED CATCH BASIN
PROPOSED MANHOLE
FL=9XX
PROPOSED SPOT ELEVATION
(ALL ELEVATIONS ARE TO FLOWLINE UNLESS
OTHERWISE NOTED)
ME=9XX
TC=9XX
MATCH EXISTING SPOT ELEVATION
TOP OF CURB SPOT ELEVATION
EOF=9XX EMERGENCY OVERFLOW SPOT ELEVATION
HP=9XX HIGH POINT SPOT ELEVATION
PROPOSED RIDGE / VALLEY / BREAKLINE
EXISTING CONTOUR
PROPOSED CONTOUR9XX
NOTE: SEE C-501 STORM SEWER PLAN FOR
STORM SEWER DESIGN DETAILS
FG=9XX FINISHED GRADE SPOT ELEVATION
TW=9XX TOP OF WALL SPOT ELEVATION
BW=9XX BOTTOM / TOE OF WALL SPOT ELEVATION
1.00%PROPOSED SLOPE ARROW
EXISTING STORM STRUCTURE
EXISTING STORM SEWER
CONSTRUCTION LIMITS
EOF FLOW ARROW
101
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
9269
2
8
9209109
1
0
9
1
0
9109189109229249
2
6
9209104.8:14
.
3
:
1
4.
7
:
13.7:13.8:15.9:1
4.8:1
5.5:1 10:1
3:14.7:13
3
.
3%3:10.
7%
4.0%
8.5%5.0%3.5%3.3%7.
3
%
9.5
%12.1%4.1%4.8:1916
914
FG=22.50
FG=22.50
FG=20.00
FG=22.50
FG=23.00
FG=23.00
FG=23.00 FG=23.00
FG=23.00
FG=21.00FG=23.00FG=23.00FG=23.00
TW=19.00
TW=21.00
TW=23.00
TW=23.00
TW=23.00 TW=23.00
TW=23.00 TW=23.00
TW=23.00 TW=23.00
TW=23.00
BW=20.00
BW=20.00
BW=20.00 BW=20.00
BW=20.00 BW=20.00
BW=20.00 BW=20.00
BW=20.00
BW=12.00
BW=12.00
BW=12.00
BW=12.00
BW=13.68
BW=15.71
BW=17.50
BW=16.64
BW=15.45
BW=16.78
TW=19.84
TW=18.54
TW=17.61TW=18.00
TW=18.15
TW=18.30
FG=20.00
FG=21.00
FG=21.00
EOF=21.90
0.1%2.8%
EOF=21.90
2.0%2.0%FG=24.38
FG=26.52
FG=30.93
FG=17.00
FG=16.60
TW=26.03 BW=20.00BW=26.00 BW=19.39
BW=26.73
TW=26.73
TW=25.20TW=27.37
BW=22.50
TW=26.00
FG=20.00
FG=20.00
10:1 10:110:110:110:13:13:13:13:12.6:14.2:14.4:1
2.0%
EOF=18.9011.7%TW=19.27
TW=17.00
TW=17.00
TW=19.27
BW=19.27
BW=16.25
BW=15.50
BW=19.27
RETAINING WALL
1.9%
1.9%
EOF=16.31
EOF=16.31
EOF=16.90
RETAINING WALL
BW=12.50
BW=12.50
TW=16.86
TW=16.87
11.4:1
4.5:1
3.7:
1
KENZI
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GRADING
PLAN SOUTH
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-303 Grading Plan South.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:08:36 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
GRADING LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED STORM SEWER
PROPOSED CATCH BASIN
PROPOSED MANHOLE
1.00%
FL=9XX
PROPOSED SPOT ELEVATION
(ALL ELEVATIONS ARE TO FLOWLINE UNLESS
OTHERWISE NOTED)
ME=9XX
TC=9XX
MATCH EXISTING SPOT ELEVATION
TOP OF CURB SPOT ELEVATION
EOF=9XX EMERGENCY OVERFLOW SPOT ELEVATION
HP=9XX HIGH POINT SPOT ELEVATION
PROPOSED RIDGE / VALLEY / BREAKLINE
PROPOSED SLOPE ARROW
EXISTING STORM STRUCTURE
EXISTING STORM SEWER
EXISTING CONTOUR
PROPOSED CONTOUR9XX
NOTE: SEE C-501 STORM SEWER PLAN FOR
STORM SEWER DESIGN DETAILS
FG=9XX FINISHED GRADE SPOT ELEVATION
TW=9XX TOP OF WALL SPOT ELEVATION
BW=9XX BOTTOM / TOE OF WALL SPOT ELEVATION
CONSTRUCTION LIMITS
EOF FLOW ARROW
102
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
STORMWATER POND
NWL=911.00
HWL=915.92
KEN
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FIRE
DEPARTMENT
CONNECTION
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT HYDRANT
HYDRANT
HYDRANT
CONNECT TO EX. WATERMAIN
CONNECT TO EX WATERMAIN
MH - 8
MH - 7
MH - 6
MH - 5
MH - 4
MH - 3
MH - 2
MH - 1
STRUCTURE - (16)
CONNECT TO EXISTING
24" SANITARY SEWER
CORE DRILL AND FILL
W/ WATERTIGHT BOOT
INV-902.10
REMOVE 266 LF OF 9" VCP
SANITARY SEWER AND
REPLACE WITH 24" PVC
CONNECT TO EXISTING
SANITARY SEWER
10" DIP WATERMAIN
W/ POLYWRAP
8" DIP WATERMAIN
W/ POLYWRAP
6" DIP
WATERMAIN W/
POLYWRAP
6" DIP
WATERMAIN W/
POLYWRAP
WATER SERVICE
10' MIN. SEPARATION
10' MIN.
SEPARATION
10' MIN.
SEPARATION
10' MIN.
SEPARATION
10' MIN.
SEPARATION
VALVE
VALVE
VALVE
VALVE
VALVE
VALVE
CLEANOUT CLEANOUT
CLEANOUT
CLEANOUT
FIRE DEPARTMENT
CONNECTION
HYDRANT
C-401
UTILITY PLAN
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-401 Uitlity Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:09:15 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
UTILITY LEGEND
SETBACK LINE
EASEMENT LINE
EXISTING SANITARY SEWER
EXISTING / PROPOSED STORM SEWER
EXISTING SANITARY STRUCTURE
PROPOSED SANITARY SEWER
PROPOSED WATERMAIN
EXISTING WATERMAIN
PROPOSED SANITARY STRUCTURE
PROPOSED HYDRANT
PROPOSED FIRE DEPARTMENT CONNECTION
103
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=911.00
HWL=915.92
KEN
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926
926
928
920
916916
918 9189229229249
2
4
91
8
920
918
918
922
922924926 920920
922
920
918
922924920914
9
1
6
9
1
8
920914914916916918
922918920
922 920918922 9229209
2
0
910910918918918918
914916
9
1
8
918
914
91
6
910
FIRE DEPARTMENT
CONNECTION
FIRE DEPARTMENT CONNECTION
FIRE DEPARTMENT
CONNECTION
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT HYDRANT
HYDRANT
CONNECT TO EX WATERMAIN
MH - 8
RIM=921.49
NE INV=911.34
MH - 7
RIM=919.84
SW INV=910.33
E INV=910.23
MH - 6
RIM=918.40
W INV=909.52
SE INV=909.42
MH - 5
RIM=917.15
NW INV=908.79
SE INV=908.69
MH - 4
RIM=916.33
NW INV=907.91
NE INV=907.81
MH - 3
RIM=917.04
SW INV=907.03
N INV=906.93
MH - 2
RIM=917.64
S INV=906.05
N INV=905.95
MH - 1
OUTSIDE DROP
RIM=924.95
W INV=907.28
S INV=905.07
E INV=904.97
252 L
F
O
F
1
0"
P
V
C
@
0.
4
0
%
177 LF OF 10" PVC @
0
.
4
0
%
14
2
L
F
O
F
1
0
"
P
V
C
@
0
.
4
5
%
2
0
8
LF
OF
1
0
"
PVC
@
0
.
3
8%220 LF OF 10" PVC @ 0.40%266 LF OF 24" PVC @ 1.08%194 LF OF 10" PV
C
@ 0.40
%220 LF OF 10" PVC @ 0.40%CONNECT TO EXISTING 24"
SANITARY SEWER
CORE DRILL AND FILL W/
WATERTIGHT BOOT
INV=902.10
REMOVE 266 LF OF 9" VCP
SANITARY SEWER AND
REPLACE WITH 24" PVC
CONNECT TO EXISTING
SANITARY SEWER
GRAVITY CONNECTION FOR
MAIN LEVEL AND ABOVE.
GARAGE LEVEL TO BE
PUMPED
SANITARY SERVICE
2% SLOPE
WATERMAIN CROSSING
MAINTAIN 2' SEPARATION
GRAVITY CONNECTION FOR
MAIN LEVEL AND ABOVE.
GARAGE LEVEL TO BE PUMPED
GRAVITY CONNECTION FOR
MAIN LEVEL AND ABOVE:
GARAGE LEVEL TO BE
PUMPED
SANITARY SERVICE
2% SLOPE
FULL GRAVITY CONNECTION
SANITARY SERVICE
2% SLOPE
SANITARY SERVICE
2% SLOPE
WATERMAIN CROSSING
MAINTAIN 2' SEPARATION
WATER SERVICE CROSSING
MAINTAIN 2' SEPARATION
WATERMAIN CROSSING
MAINTAIN 2' SEPARATION
WATERMAIN CROSSING
MAINTAIN 2' SEPARATION
10" DIP WATERMAIN
W/ POLYWRAP
10' MIN SEPARATION
WATERMAIN CROSSING
MAINTAIN 2' SEPARATION
10' MIN
SEPARATION
10' MIN
SEPARATION
10' MIN
SEPARATION
6" DIP WATERMAIN
W/ POLYWRAP
10" DIP WATERMAIN
W/ POLYWRAP
10" DIP WATERMAIN
W/ POLYWRAP
6" DIP WATERMAIN
W/ POLYWRAP
6" DIP WATERMAIN
W/ POLYWRAP
6" DIP WATERMAIN
W/ POLYWRAP
10" DIP WATERMAIN
W/ POLYWRAP
8" DIP WATERMAIN
W/ POLYWRAP
8" DIP WATERMAIN
W/ POLYWRAP
VALVE
VALVE
VALVE
VALVE
VALVE
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
VALVE
VALVE
C-402
UTILITY PLAN
NORTH
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-402 Uitlity Plan North.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:10:02 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
UTILITY LEGEND
SETBACK LINE
EASEMENT LINE
EXISTING SANITARY SEWER
EXISTING / PROPOSED STORM SEWER
EXISTING SANITARY STRUCTURE
PROPOSED SANITARY SEWER
PROPOSED WATERMAIN
EXISTING WATERMAIN
PROPOSED SANITARY STRUCTURE
PROPOSED HYDRANT
PROPOSED FIRE DEPARTMENT CONNECTION
104
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35 920914914916916918
9229249
2
6
926926
928
920910910 910
920
922
920912914916918 918910HYDRANT
HYDRANT
CONNECT TO EX. WATERMAIN
MH - 4
RIM=916.33
NW INV=907.91
NE INV=907.81
208
LF
OF
1
0
"
PVC
@
0
.
3
8%194 LF OF 10" PV
C
@ 0.40
%
10' MIN SEPARATION
10" DIP WATERMAIN W/
POLYWRAP
10" DIP WATERMAIN
W/ POLYWRAP
VALVE
VALVE
KENZI
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C-403
UTILITY PLAN
SOUTH
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-403 Uitlity Plan South.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:10:42 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
UTILITY LEGEND
SETBACK LINE
EASEMENT LINE
EXISTING SANITARY SEWER
EXISTING / PROPOSED STORM SEWER
EXISTING SANITARY STRUCTURE
PROPOSED SANITARY SEWER
PROPOSED WATERMAIN
EXISTING WATERMAIN
PROPOSED SANITARY STRUCTURE
PROPOSED HYDRANT
PROPOSED FIRE DEPARTMENT CONNECTION
105
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
STORMWATER POND
NWL=911.00
HWL=915.92
KEN
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6
920
916916
918 9189229229249
2
4
91
8
922924926 920920
922
920
918
922924920914
9
1
6
9
1
8
9
2
2
926926926
928
9209109
1
0
9
1
0
9
1
0
920
920912914916918 918920
922 920918922922920 9
2
0
910910914916
9
1
8
918
914
91
6
910
9
2
4
9
2
6
924924
924910920
924
92
4
920
918
920
920920
922
920
918
918
920922924926
STRUCTURE - (16)
STRUCTURE - (14)
STRUCTURE - (46)
STRUCTURE - (28)
STRUCTURE - (30)
STRUCTURE - (22)
STRUCTURE - (62)
STRUCTURE - (47)
STRUCTURE - (61)
STRUCTURE - (15)
STRUCTURE - (59)
STRUCTURE - (60)
STRUCTURE - (49)STRUCTURE - (50)
STRUCTURE - (52)
STRUCTURE - (54)
STRUCTURE - (32)
STRUCTURE - (55)
STRUCTURE - (51)
STRUCTURE - (19)
STRUCTURE - (24)STRUCTURE - (33)
STRUCTURE - (37)
STRUCTURE - (18)
STRUCTURE - (58)
STRUCTURE - (25)
STRUCTURE - (38)
STRUCTURE - (40)
STRUCTURE - (57)
STRUCTURE - (53)
STRUCTURE - (63)
STRUCTURE - (65)
STRUCTURE - (41)
STRUCTURE - (64)
STRUCTURE - (39)
STRUCTURE - (36)
STRUCTURE - (17)
STRUCTURE - (21)
STRUCTURE - (29)
STRUCTURE - (92)
STRUCTURE - (72)
STRUCTURE - (89)
STRUCTURE - (88)
STRUCTURE - (90)
STRUCTURE - (69)
RIPRAP CLASS III
(NO LIMESTONE)
RIPRAP CLASS III
(NO LIMESTONE)
CONSTRUCTION
LIMITS (TYP.)
CONSTRUCTION
LIMITS (TYP.)
BAY FILTER
15'X25'
STRUCTURE - (95)
CONNECT TO EXISTING STORM SEWER
EOF=17.50
EOF=17.58
EOF=17.41
EOF=17.30EOF=23.50
EOF=17.43
EOF=20.32
EOF=22.54
EOF=25.50
EOF=19.68
EOF=17.50
EOF=17.37
EOF=19.75
EOF=22.85
EOF=19.89
EOF=16.39
EOF=16.00
EOF=16.84
EOF=17.79
EOF=19.88
EOF=19.91EOF=22.30
EOF=16.90
EOF=16.31
EOF=16.31
EOF=21.90
EOF=21.90
EOF=18.90
C-501
STORM
SEWER PLAN
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-501 Storm Sewer Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:11:38 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
STORM SEWER LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED STORM SEWER
PROPOSED STORM SEWER STRUCTURE
EXISTING STORM STRUCTURE
EXISTING STORM SEWER
EXISTING CONTOUR
PROPOSED CONTOUR9XX
PROPOSED 6" PVC DRAINTILE
106
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
STORMWATER POND
NWL=911.00
HWL=915.92
KEN
ZI
E
T
E
R
R
A
C
E (
C
O
U
N
T
Y
R
D 153)STINSON PARKWAY92492692
6
920
916916
918 9189229229249
2
4
91
8
922924926 920920
922
920
918
92292492091
4
9
1
6
9
1
8
9
2
2
9
1
0
9
1
0
9
1
0
920
920912914916918 918920
922 920918922 9229209
2
0
910910914916
9
1
8
918
914
91
6
910
9
2
4
910924
92
4
920
918
920
920920
922
920
918
918
920922924926
RIPRAP CLASS III
(NO LIMESTONE)
RIPRAP CLASS III
(NO LIMESTONE)
CONSTRUCTION
LIMITS (TYP.)
CONSTRUCTION
LIMITS (TYP.)
STRUCTURE - (14)
RIM=922.02
N INV=914.05
NE INV=914.05
SE INV=914.05
STRUCTURE - (46)
RIM=922.25
N INV=915.37
S INV=915.37
STRUCTURE - (30)
RIM=920.03
N INV=915.22
S INV=915.22
STRUCTURE - (22)
RIM=919.76
E INV=914.93
N INV=914.93
SW INV=914.93
STRUCTURE - (62)
RIM=922.47
NW INV=913.91
SW INV=913.91
STRUCTURE - (47)
RIM=919.82
N INV=916.21
W INV=916.21
STRUCTURE - (61)
RIM=920.67
N INV=912.68
SE INV=912.68
STRUCTURE - (15)
RIM=922.26
NW INV=912.56
E INV=912.56
STRUCTURE - (59)
RIM=922.06
E INV=915.61
S INV=915.61
STRUCTURE - (60)
RIM=923.62
E INV=913.56
NE INV=913.56
S INV=913.56
STRUCTURE - (49)
RIM=919.42
S INV=914.81
W INV=914.81
STRUCTURE - (50)
RIM=919.64
NE INV=913.44
STRUCTURE - (52)
RIM=918.67
E INV=914.41
NE INV=914.41
SW INV=914.41
STRUCTURE - (54)
RIM=915.80
W INV=913.78
E INV=913.78
STRUCTURE - (32)
RIM=917.72
SW INV=913.38
STRUCTURE - (55)
RIM=916.21
W INV=913.07
S INV=913.07
E INV=913.07
STRUCTURE - (51)
RIM=917.49
NE INV=912.41
SE INV=912.31
STRUCTURE - (19)
RIM=915.63
W INV=912.44
S INV=912.44
STRUCTURE - (24)
RIM=917.72
NE INV=913.10
SW INV=913.10
SE INV=913.00
STRUCTURE - (33)
RIM=916.88
SW INV=912.88
STRUCTURE - (37)
RIM=916.55
N INV=908.94
SW INV=911.00
STRUCTURE - (18)
RIM=916.20
E INV=914.68
STRUCTURE - (58)
RIM=916.77
N INV=911.30
W INV=912.00
S INV=911.30
STRUCTURE - (25)
RIM=916.72
NW INV=912.60
NE INV=912.60
SW INV=912.50
STRUCTURE - (38)
RIM=916.73
SW INV=909.50
NE INV=909.50
STRUCTURE - (40)
RIM=916.64
S INV=912.50
STRUCTURE - (57)
RIM=916.62
N INV=911.79
S INV=911.79
STRUCTURE - (53)
RIM=916.09
NE INV=911.72
STRUCTURE - (63)
RIM=916.06
SW INV=911.28
NE INV=911.18
STRUCTURE - (65)
RIM=916.06
SW INV=911.66
NW INV=911.66
NE INV=911.56
STRUCTURE - (41)
RIM=916.00
NE INV=912.00
STRUCTURE - (64)
SW INV=911.00
STRUCTURE - (39)
RIM=916.04
NW INV=908.51
N INV=911.91
SW INV=910.88
STRUCTURE - (36)
S INV=909.20
STRUCTURE - (21)
N INV=911.00
29 LF OF 15" RCP @ 0.50%
180 LF OF 15" HDP
E
@
0
.
5
0
%
128 LF OF 21" HDPE @ 0.51%
60 LF OF 24" RCP @ 0.50%
93 LF OF 12" RCP @ 0.42%58 LF OF 21" RCP @ 0.50%
56 LF OF 12" RCP @ 0.50%57 LF OF 12" RCP @ 0.50%
1
2
6
L
F
O
F
1
5
"
RCP
@
0
.
5
2%
53 LF OF 12" RCP @ 0.50%
114 LF OF 12" RCP @ 1.75%
37 LF OF 12" RCP @ 1.34%
29 LF OF 12" RCP @ 2.00%
56 LF OF 12" RCP @ 2.00%
22 LF OF 15" RCP @ 0.67%
257 LF O
F
1
8
"
R
C
P
@
0
.
5
0
%
133 LF OF 30" RCP @ 0.39%
60 LF OF 12" RCP @ 0.58%
12 LF OF 15" RCP @ 0.76%
61 LF OF 18" RCP @ 0.66%
12 LF OF 12" RCP @ 0.49%
141 LF OF 15" HDPE @
0
.
5
0
%
120 LF OF 21
"
H
D
P
E
@
0
.
5
2
%97 LF OF 21" RCP @ 0.50%172 LF OF 12" HDPE @ 0.50%90 LF OF 36" RCP @ 0.40%69 LF OF 15" RCP @ 0.50%
37 LF OF 18" RCP @ 0.50%
57 LF OF 18" RCP @ 0.50%
85 LF
O
F
3
0"
R
C
P
@
0.
3
9
%
STRUCTURE - (92)
N INV=912.00
35 LF OF 15" RCP @ 2.00%
STRUCTURE - (72)
RIM=921.19
NE INV=914.08
W INV=914.08
STRUCTURE - (89)
RIM=924.59
N INV=914.75
S INV=914.75
STRUCTURE - (88)
RIM=920.32
S INV=916.64
W INV=916.64
131 LF O
F
3
0
"
R
C
P
@
0
.
4
0
%
50 LF OF 12" PVC @ 2.00%
206 LF OF 12" HDPE @ 0.50%88 LF OF 12" PVC @ 2.00%83 LF OF 12" PVC @ 1.99%65 LF OF 12" PVC @ 1.93%130 LF OF 36" RCP @ 0.40%140 LF OF 12" HDPE @ 0.50%EOF=17.50
EOF=17.58
EOF=17.41
EOF=17.30
EOF=23.50
EOF=17.43
EOF=20.32
EOF=22.54
EOF=25.50
EOF=19.68
EOF=17.50
EOF=17.37
EOF=19.75
EOF=22.85
EOF=19.89
EOF=16.00
EOF=16.39
EOF=16.84
EOF=17.79
EOF=19.88
EOF=19.91
EOF=22.30
EOF=16.90
EOF=16.31
EOF=16.31
EOF=21.90
EOF=18.90
TRENCH DRAIN
TRENCH DRAIN
TRENCH
DRAIN
TRENCH
DRAIN
STRUCTURE - (69)
RIM=916.80
SW INV=909.00
NE INV=909.00
SE INV=909.00
17 LF OF 12" RCP @ 2.81%
C-502
STORM SEWER
PLAN NORTH
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-502 Storm Sewer Plan North.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:12:38 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
STORM SEWER LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED STORM SEWER
PROPOSED STORM SEWER STRUCTURE
EXISTING STORM STRUCTURE
EXISTING STORM SEWER
EXISTING CONTOUR
PROPOSED CONTOUR9XX
PROPOSED 6" PVC DRAINTILE
107
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
9
2
2
926926926
928
9209109
1
0
9
1
0
920
918 9189109
2
4
9
2
6
924924
924910920
189 LF OF 36" RCP @ 0.24%
45 LF OF 36" RCP @ 0.28%
67 LF OF 12" RCP @ 1.53%
57 LF OF 12" RCP @ 0.50%
1
2
6
L
F
O
F
1
5
"
RCP
@
0
.
5
2%
53 LF OF 12" RCP @ 0.50%
114 LF OF 12" RCP @ 1.75%
37 LF OF 12" RCP @ 1.34%
29 LF OF 12" RCP @ 2.00%
56 LF OF 12" RCP @ 2.00%
12 LF OF 12" RCP @ 0.49%90 LF OF 36" RCP @ 0.40%37 LF OF 36" RCP @ 0.33%
37 LF OF 18" RCP @ 0.50%
57 LF OF 18" RCP @ 0.50%
35 LF OF 15" RCP @ 2.00%
RIPRAP CLASS III
(NO LIMESTONE)130 LF OF 36" RCP @ 0.40%193 LF OF 12"
R
CP
@ 0.76
%
STRUCTURE - (16)
RIM=919.54
W INV=912.12
NE INV=912.12 STRUCTURE - (28)
RIM=919.64
W INV=909.91
NE INV=912.00
N INV=912.00
STRUCTURE - (61)
RIM=920.67
N INV=912.68
SE INV=912.68 STRUCTURE - (15)
RIM=922.26
NW INV=912.56
E INV=912.56
STRUCTURE - (60)
RIM=923.62
E INV=913.56
NE INV=913.56
S INV=913.56
STRUCTURE - (37)
RIM=916.55
N INV=908.94
SW INV=911.00
STRUCTURE - (38)
RIM=916.73
SW INV=909.50
NE INV=909.50
STRUCTURE - (40)
RIM=916.64
S INV=912.50
STRUCTURE - (53)
RIM=916.09
NE INV=911.72
STRUCTURE - (63)
RIM=916.06
SW INV=911.28
NE INV=911.18
STRUCTURE - (65)
RIM=916.06
SW INV=911.66
NW INV=911.66
NE INV=911.56
STRUCTURE - (41)
RIM=916.00
NE INV=912.00
STRUCTURE - (64)
SW INV=911.00
STRUCTURE - (39)
RIM=916.04
NW INV=908.51
N INV=911.91
SW INV=910.88
S INV=909.20
STRUCTURE - (17)
SW INV=912.00
STRUCTURE - (29)
E INV=910.20
STRUCTURE - (92)
N INV=912.00
STRUCTURE - (69)
RIM=916.80
SW INV=909.00
NE INV=909.00
SE INV=909.00
BAY FILTER
15'X25'
STRUCTURE - (95)
RIM=918.17
SW INV=910.98
W INV=910.98
NE INV=910.98
CONNECT
EX. STORM
PIPE
EOF=16.90
EOF=16.31
EOF=16.31
EOF=21.90
EOF=21.90
EOF=18.90
TRENCH DRAIN
TRENCH
DRAIN
17 LF OF 12" RCP @ 2.81%
KENZI
E
T
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R
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A
C
E
(
C
O
U
N
T
Y
R
D
1
5
3
)STINSON PARKWAYC-503
STORM SEWER
PLAN SOUTH
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-503 Storm Sewer Plan South.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:13:37 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PROPERTY LINE
STORM SEWER LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED STORM SEWER
PROPOSED STORM SEWER STRUCTURE
EXISTING STORM STRUCTURE
EXISTING STORM SEWER
EXISTING CONTOUR
PROPOSED CONTOUR9XX
PROPOSED 6" PVC DRAINTILE
108
℄
15' THRU LANE 15' THRU LANE
8.5' PARKING
LANE8.5' PARKING LANE5' CONC. WALK 5' CONC. WALK
1V:3H
S
L
O
P
E
M
A
X
1V:3H
S
L
O
P
E
M
A
X
1V:3H S
L
O
P
E
M
A
X
1V:3H S
L
O
P
E
M
A
X
23.5'23.5'
1
C-801
TYPICAL PARKWAY SECTION
NOT TO SCALE
PLAN VIEW
48"
SECTION VIEW
DETAIL A-A
14" STEEL PLATE
PLAN VIEW
EL=916.74
8"
EL=911.00
48"
INLET
EL=916.00
EL=916.74
PROFILE
VIEW
5"
FLOW
OUTLET
INLET OUTLET
PLAN VIEW
48"
SECTION VIEW
DETAIL A-A
14" STEEL PLATE
PLAN VIEW
EL=920.19
6"
EL=912.00
48"
INLET
EL=918.00
EL=920.19
PROFILE
VIEW
5"
FLOW
OUTLET
INLET OUTLET
2
C-801
OUTLET CONTROL STRUCTURE (OCS) NORTH POND (STRUCTURE 37)
NOT TO SCALE
3
C-801
OUTLET CONTROL STRUCTURE (OCS) SOUTH POND (STRUCTURE 28)
NOT TO SCALE
1/4"x1" FLAT STEEL
SEE DETAIL A-A
FOUR (4) 1/2 IN. DIA.-13 UNC HEX
HEAD STAINLESS STEEL BOLTS
WITH NUTS AND WASHERS
#5 SMOOTH BAR
@ 4 IN. O.C. EACH WAY
INV=911.00INV=908.94
CLASS 5 AGGREGATE BASE
WATERTIGHT WEIR
GROUT BOTTOM OF STRUCTURE
ORIFICE
WATERTIGHT WEIR
1/4"x1" FLAT STEEL
SEE DETAIL A-A
FOUR (4) 1/2 IN. DIA.-13 UNC HEX
HEAD STAINLESS STEEL BOLTS
WITH NUTS AND WASHERS
#5 SMOOTH BAR
@ 4 IN. O.C. EACH WAY
INV=912.00INV=909.91
CLASS 5 AGGREGATE BASE
WATERTIGHT WEIR
GROUT BOTTOM OF STRUCTURE
ORIFICE
WATERTIGHT WEIR
ORIFICEORIFICE
NWL
3:1 MA
X
S
L
O
P
E
10:1 POND SLOP
E
3:1 MA
X
S
L
O
P
E
IMPERMEABLE
LINER
4
C-801
TYPICAL POND SECTION
NOT TO SCALE
1'1'PROPERTYLINEPROPERTYLINE10' F-F
69' OUTLOT A
LANDCAPE MEDIAN
℄
LIGHT POLE
C-801
DETAILS
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-801 DETAILS.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:
Sheet Title:1/25/2018 2:14:07 PMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
109
KEN
ZI
E
T
E
R
R
A
C
E (
C
O
U
N
T
Y
R
D 153)STINSON PARKWAYMULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
STORMWATER POND
NWL=911.00
HWL=915.92
PATIO
EL=923.00
PATIO
EL=927.00
PATIO
EL=923.00PATIOEL=927.00L-100
PLANTING PLAN -
OVERALL CONCEPT
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\L-101 Planting Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXX DESCRIPTIONISSUE #Sheet #:
Sheet Title:1/26/2018 12:42:30 AMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PLANTING LEGEND
OVERSTORY TREE
ORNAMENTAL TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
DECIDUOUS SHRUB
L - 101
L - 103 L - 102
EXISTING TREE
110
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
PATIO
EL=923.00
PATIO
EL=923.00
Af
Af
Af
Af
Co
Co
Co
Qb
Qb
Qb
Af
Af
Af
Co
Af
Af
Af
Co
Co
Qb
Qb
Qb
Qb
Af
PATIO/PAVILION
WATER
FOUNTAIN
WATER
FOUNTAIN
DOG
RUN
PROOF
OF
PARKING
ENTRY
PLAZA
CONCRETE
PATH
PAVED
PATH
CONCRETE
PATH CONCRETE
RETAINING
WALL
Af
Af
EXISTING
BREMER BANK
SITE
DECORATIVE
PAVEMENT
MEDIAN
Af
L-101
PLANTING PLAN -
CONCEPT SOUTH
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\L-101 Planting Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXX DESCRIPTIONISSUE #Sheet #:
Sheet Title:1/26/2018 12:44:14 AMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PLANTING LEGEND
OVERSTORY TREE
ORNAMENTAL TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
DECIDUOUS SHRUB
EXISTING TREE
FOUNDATION PLANTING
111
KEN
ZI
E
T
E
R
R
A
C
E (
C
O
U
N
T
Y
R
D 153)
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=911.00
HWL=915.92
PATIO
EL=923.00
PATIO
EL=927.00
PATIO
EL=923.00
Ac
Pg
PATIO
EL=923.00
PATIO
EL=927.00
PATIO
EL=923.00 Af
Af
Co
Co
Af
Af
Af
Co
Co
Co
Co
Co
Co
Co
Qb
Qb
Qb
Qb
Qb
Qb
Qb
Qb
Qb
Qb
Qb
Af
Af
Qb
Af
Af
Qb
ENTRY
PLAZA
Af
Pg
Pg
Ac
Ac
Pg
Ac
Ac
Pg
Pg
AcAcAcAcPgPgPgPg
Ac Ac Ac
DECORATIVE
PAVEMENT
MEDIAN
ACTIVITY
NODE
ACTIVITY
NODE
WATER
FOUNTAIN
EXISTING
TREELINE
ACTIVITY
NODE
Af
Af
L-102
PLANTING PLAN -
CONCEPT EAST
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\L-101 Planting Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXX DESCRIPTIONISSUE #Sheet #:
Sheet Title:1/26/2018 12:44:52 AMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PLANTING LEGEND
OVERSTORY TREE
ORNAMENTAL TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
DECIDUOUS SHRUB
EXISTING TREE
FOUNDATION PLANTING
112
STINSON PARKWAYMULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
PATIO
EL=927.00
PATIO
EL=923.00PATIOEL=927.00PATIO
EL=927.00
PATIO
EL=923.00PATIOEL=927.00Af
Co
Co
Co
Af
Af
Af
Co
Co
Co
Co
Co
Co
Co
Co
Qb
Qb
Qb
Qb
Qb
Qb
Af
Af
Qb
Qb Qb Qb
Qb
Qb
Af
Af
PROOF
OF
PARKING
ENTRY
PLAZA
PAVED
PATH
Af
Pg
Ac Ac Ac Ac
PgPgPgPg
Ac
DECORATIVE
PAVEMENT
MEDIAN
ACTIVITY
NODE
ACTIVITY
NODE
ACTIVITY
NODE
PAVED
PATH
ACTIVITY
NODE
ACTIVITY
NODE
Af
Af
Af
Af
ENTRY
PLAZA
L-103
PLANTING PLAN -
CONCEPT WEST
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\L-101 Planting Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXX DESCRIPTIONISSUE #Sheet #:
Sheet Title:1/26/2018 12:45:29 AMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
PLANTING LEGEND
OVERSTORY TREE
ORNAMENTAL TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
DECIDUOUS SHRUB
EXISTING TREE
FOUNDATION PLANTING
113
THIS PAGE LEFT INTENTIONALLY BLANK
114
Revised Traffic Study
Southern Gateway
(The Village LLC)
For:
City of Saint Anthony Village
3301 Silver Lake Road
Saint Anthony, MN 55418
February 19, 2018
Prepared By:
WSB & Associates, Inc.
701 Xenia Ave. South, Suite 300
Minneapolis, MN, 55416
(763) 541-4800
(763) 541-1700 (Fax)
115
CERTIFICATION
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I am a
duly registered professional engineer under the laws of the
State of Minnesota.
Charles T. Rickart, P.E.
Date: February 19, 2018 Reg. No. 26082
116
Table of Contents
INTRODUCTION / BACKGROUND ............................................................................ 1
EXISTING CONDITIONS ............................................................................................... 5
TRAFFIC PROJECTIONS ............................................................................................. 10
TRAFFIC IMPACT ANALYSIS .................................................................................... 19
CONCLUSIONS / RECOMMENDATIONS ................................................................ 25
Figures / Tables
Figure 1 – Project Location ........................................................................................ 2
Figure 2 – Project Area ................................................................................................ 3
Figure 3 – Development Site ...................................................................................... 4
Figure 4 – Existing AM and PM Peak Hour Traffic (1) ....................................... 8
Figure 5 – Existing AM and PM Peak Hour Traffic (2) ....................................... 9
Figure 6 – No-Build 2030 AM and PM Peak Hour Traffic (1) ....................... 13
Figure 7 - No-Build 2030 AM and PM Peak Hour Traffic (2) ........................ 14
Figure 8 – Build 2018 AM and PM Peak Hour Traffic (1) .............................. 15
Figure 9 - Build 2018 AM and PM Peak Hour Traffic (2) .............................. 16
Figure 10 - Build 2030 AM and PM Peak Hour Traffic (1) ............................ 17
Figure 11 - Build 2030 AM and PM Peak Hour Traffic (2) ............................ 18
Figure 12 – Level of Service Ranges ..................................................................... 20
Table 1 – Crash Summary ........................................................................................... 7
Table 2 – Site Development Traffic Generation ............................................... 10
Table 3 – Trip Generation Comparison .............................................................. 11
Table 4 – Traffic Volume Summary ...................................................................... 12
Table 5 – Existing Level of Service Summary .................................................... 21
Table 6 – 2030 No Build Level of Service Summary ....................................... 22
Table 7 – Build Level of Service Summary ......................................................... 23
117
INTRODUCTION / BACKGROUND
A Traffic Impact Study, dated November 11, 2016, was completed for The Village LLC
development as part of the Environmental Assessment Worksheet (EAW) process. The
purpose of the study was to determine the potential transportation impacts for the
redevelopment of the existing 15-acre, 200 unit manufactured home/RV park community,
located in the northeast quadrant of the intersection of Kenzie Terrace (CR 153) and NE
Stinson Parkway in the City of St Anthony. Figure 1 and Figure 2 show the project location
and project area.
The development was originally proposed to include five, 3 to 5 story multi-unit buildings
with a mix of apartments, senior living, and continuing care uses consisting of
approximately 800 units and; 37, 2- to 3-story townhome units.
After input from the public and elected officials, the development team is now proposing a
revised, less intense, development plan. The new plan now includes 225 market rate
apartments; 61 senior living units; and, 128 assisted living units. The proposed site plan is
shown on Figure 3.
Based on the revised plan the transportation impacts of the existing and proposed traffic
conditions were evaluated for the NE Stinson Parkway and Kenzie Terrace (CR 153)/Lowry
Avenue corridors including the following intersections:
• St Anthony Blvd at NE Stinson Pkwy
• St Anthony Blvd at Silver Lake Blvd (CR 136) / Kenzie Terrace (CR 153)
• St Anthony Blvd at New Brighton Blvd (CR 88)
• NE Stinson Pkwy at 27th Avenue
• NE Stinson Pkwy at 26th Avenue
• NE Stinson Pkwy at Lowry Ave / Kenzie Terrace (CR 153)
• Kenzie Terrace (CR 153) at Lowry Grove Entrance
• Kenzie Terrace (CR 153) at Wilson Street
• Kenzie Terrace (CR 153) at Autumn Woods/Kenzington Apartments
The Traffic Engineering Review and Analysis in this Study was conducted to determine the
impacts the site would have on the area traffic operations, lane geometry/traffic control
and access. The following sections of this report outline the findings of this study including:
• Documentation of existing traffic conditions in the area, and;
• Projecting future traffic for the proposed development, and;
• Determining lane configuration needs at the primary driveways and intersections
in the area, and;
• Developing conclusions and recommendations with respect to the existing and
future roadway needs and configurations at area intersections and/or roadways.
118
119
120
121
EXISTING CONDITIONS
A. Land Use
The existing land use in the study area consists primarily of single family and
multi-family residential, office commercial and retail uses.
B. Roadway Characteristics
Stinson Parkway is a north/south “A” Minor Arterial extending from 40th
Avenue on the north, in Columbia Heights to E Hennepin Avenue in the City of
Minneapolis. Stinson Parkway south of St Anthony Blvd, adjacent to the proposed
site is a Minneapolis Park Board street and has a typical 95 foot urban cross
section with one lane in each direction, a parking bay and a raised grass median.
Traffic signal control is provided at the Lowry Ave/Kenzie Terrace (CR 153)
intersection. All other intersections are Stop Sign controlled. A 25mph speed
limit is posted on Stinson Parkway south of St Anthony Blvd.
Kenzie Terrace (CR 153) is a east/west “B” Minor Arterial extending from
where it changes to Lowry Avenue at Stinson Parkway to where it changes to
Silver Lake Road at St Anthony Parkway. Kenzie Terrace (CR 153) has a primary
64 foot two-lane urban cross section with a center left turn lane and a raised
concrete median. It provides access to the multi-family apartments and
businesses adjacent to the roadway with median breaks at several driveways.
Traffic signal control is provided at the Stinson Parkway, Autumn
Woods/Kenzington Apartments and St Anthony Blvd intersections. All other
intersections are Stop Sign controlled. Signed and marked pedestrian crossings
are provided at Stenson Parkway, at the Lowry Grove entrance, at Autumn
Woods/Kenzington Apartments entrance, at 27th Avenue and at St Anthony Blvd.
A 30mph speed limit is posted on Kenzie Terrace (CR 153).
The lane configurations at each of the study area intersections are as follows:
St Anthony Blvd at NE Stinson Pkwy – All Way Stop Control
NB Stinson Pkwy – one left/through/right, one parking lane
SB Stinson Pkwy – one left/through/right, one parking lane
WB St Anthony Blvd – one left/through/right
EB St Anthony Blvd – one left/through/right
St Anthony Blvd at Silver Lake Rd (CR 136) / Kenzie Terrace (CR 153) – Traffic
Signal Control:
NW St Anthony Blvd – one left, one through, one free right turn lane
SE St Anthony Blvd – one left, one through/free right lane
SW Silver Lake Rd – one left, one through, one through/free right turn lane
NE Kenzie Terrace – one left, two through, one right
122
St Anthony Blvd at New Brighton Blvd (CR 88) – Traffic Signal Control:
NW St Anthony Blvd – one left, one through, one right
SE St Anthony Blvd – one left, one through, one free right
SW New Brighton Blvd – one left, two through, one right
NE New Brighton Blvd – one left, two through, one free right
NE Stinson Pkwy at 27th Avenue – All Way Stop Control:
NB Stinson Pkwy – one left/through/right
SB Stinson Pkwy – one left/through/right
WB 27th Avenue – one left/through/right
EB 27th Avenue – one left/through/right
NE Stinson Pkwy at 26th Avenue – Side Street Stop Control:
NB Stinson Pkwy – one left/through/right
SB Stinson Pkwy – one left/through/right
WB 26th Avenue – one left/through/right
EB 26th Avenue – one left/through/right
NE Stinson Pkwy at Lowry Ave / Kenzie Terrace (CR 153) – Traffic Signal Control:
NB Stinson Pkwy – one left, one through/right
SB Stinson Pkwy – one left, one through/right
WB Kenzie Terrace – one left, one through, one right
EB Lowry Ave – one left/through, one right
Kenzie Terrace (CR 153) at Lowry Grove Entrance – Side Street Stop Control:
SB Lowry Grove Entrance – one left/through/right
WB Kenzie Terrace – one left/through, one through/right
EB Kenzie Terrace – one left, one through/right
Kenzie Terrace (CR 153) at Wilson Street – Side Street Stop Control:
NB Wilson Street – one left/through/right
WB Kenzie Terrace – one left, one through, one through/right
EB Kenzie Terrace – one left/through, one through/right
Kenzie Terrace (CR 153) at Autumn Woods/Kenzington Apartments – Traffic
Signal Control:
NB Autumn Woods – one left/through/right
SB Kenzington Apts – one left/through/right
WB Kenzie Terrace – one left, one through, one through/right
EB Kenzie Terrace – one left, one through, one through/right
The existing roadway geometrics including the intersection traffic control, is shown
on Figure 4 and Figure 5.
123
C. Traffic Volumes
AM and PM peak hour turning movements and daily counts were conducted
during the week of October 10th, 2016. These counts were used as the existing
baseline conditions for the area. Figure 4 and Figure 5 shows the existing
intersections that were analyzed as part of this, with the existing 2016 AM and
PM peak hour and traffic volumes.
D. Crash Data
The crash data included with this study was obtained using the Minnesota Crash
Mapping Analysis Tool (MnCMAT) developed by MnDOT. The database includes
crashes reported to MnDOT by local law enforcement agencies.
The crash data presented are for the years of 2013-2015. The MnCMAT database
does not provide access to the original handwritten crash reports which contain
some details that are not represented in the MnCMAT database. Crashes that
resulted in damages under $1000 may not be included in the database results as
well.
The results indicate that the intersections of St Anthony Blvd at New Brighton
Blvd, Stinson Blvd at 27th Street and Stinson Blvd at 26th Street have calculated
accident and/or severity rates above the MnDOT Metro and Statewide averages.
A summary of the existing crash data is shown in Table 1.
Table 1 – Crash Summary
Intersection 2013 2014 2015 Total
Crashes
PD PI PD PI PD PI
St Anthony Blvd at Stinson Pkwy 1 0 0 0 0 0 1
St Anthony Blvd at Kenzie Terrace 2 0 2 0 2 0 6
St Anthony Blvd at New Brighton Blvd 4 2 4 1 3 2 16
Stinson Blvd at 27th Street 1 0 0 0 1 1 3
Stinson Blvd at 26th Street 0 1 0 0 0 0 1
Stinson Blvd at Lowry Ave/Kenzie Terrace 0 0 3 2 1 2 8
Kenzie Terrace at Lowry Grove Entrance 0 0 0 0 0 0 0
Kenzie Terrace at Wilson Street 0 0 0 0 0 0 0
Kenzie Terrace at Autumn Wood/Apartments 0 1 0 0 0 0 1
124
125
126
TRAFFIC PROJECTIONS
In order to analyze the lane configuration and traffic control needs, projected traffic
volumes were determined for the area. Projected 2019 and 2030 traffic volumes were
determined based on proposed anticipated future development land use in the area and the
City’s current Transportation Plan. The following sections outline the traffic generation
from the study area, as well as the traffic distribution and projected traffic volumes.
A. Traffic Generation
Traffic growth in the vicinity of a proposed site will occur between existing
conditions and any given future year due to other development within the region.
This background growth must be accounted for and included in future year traffic
forecasts. Reviewing the historical traffic counts in the area, traffic has stayed
somewhat constant or dropped in the past few years. However, in order to
account for some background growth in traffic the Metropolitan Travel Demand
model projection factor of 0.15% per year was used to project traffic from the
2016 counts to the 2019 and 2030 analysis years.
The estimated trip generation from the Southern Gateway (revised Village LLC)
development project is shown in Table 2. The trip generation used to estimate
the proposed site traffic is also based on rates for other similar land uses as
documented in the Institute of Transportation Engineers Trip Generation Manual,
10th Edition. The table shows the weekday AM and PM peak hour trip generation
for the proposed development.
Table 2 - Estimated Southern Gateway Development Site Trip Generation
Planned Use Dwelling
Units
ADT AM Peak PM Peak
Total In Out Total In Out Total In Out
Apartments 225 1487 743 744 114 30 84 141 86 55
Senior Living 61 203 102 101 12 4 8 16 9 7
Townhomes 128 473 236 237 38 24 14 76 29 47
Total 414 2163 1081 1082 164 58 106 233 124 109
Source: Institute of Transportation Engineers Trip Generation Manual, 10th Edition
As discussed previously the proposed Southern Gateway Development is less
intense than the original The Village LLC Development. Table 3 below shows a
comparison of the traffic generation that would be anticipated from the existing
Mobile Home Park, assuming it fully developed; the original The Village LLC
Development, and; the revised Southern Gateway Development.
127
Table 3 - Site Trip Generation Comparison
Option Use Size
(Units) ADT AM Peak
Hour
PM Peak
Hour
Existing
Mobile Home Park 200 1298 82 118
The Village LLC Development
Apartments 500 3154 249 293
Senior Living 100 319 20 26
Continuing Care
Retirement Community
200 640 47 85
Townhomes 37 271 23 27
Total 837 4384 339 431
Southern Gateway Development
Apartments 225 1487 114 141
Senior Living 61 203 12 16
Assisted Living 128 473 38 76
Total 414 2163 164 233
B. Traffic Distribution
Area generated trips were distributed to the adjacent roadway system based on
several factors including:
• Previous traffic and transportation studies in the area.
• Anticipated origins and destinations for specific land use (i.e. location of
commercial uses in relationship to residential).
• Existing travel patterns and future roadway connections.
Based on these parameters the following general traffic distribution was used to
distribute the projected traffic volumes in the study area:
• 5% to/from the north on Stinson Blvd (CR 27)
• 4% to/from north on Silver Lake Rd (CR 136)
• 5% to/from northeast on New Brighton Blvd (CR 88)
• 5% to/from southeast on St Anthony Blvd
• 20% to/from southwest on New Brighton Blvd (CR 88)
• 50% to/from south on Stinson Blvd
• 6% to/from west on Lowry Ave
• 1% to/from west on 26th Ave
• 1% to/from west on 27th Ave
• 3% to/from west on St Anthony Blvd
128
C. Projected Traffic Volumes
Traffic forecasts were prepared for the year 2019 which is the year after the
initial phase the proposed development is anticipated to be completed and for the
2030 conditions the Comprehensive Plan year which represents the full
development of the area.
The traffic forecasts were prepared by adding the projected annual background
traffic growth and the projected non-development traffic growth to the existing
2016 traffic counts to determine the “No-Build” traffic conditions. It was
determined that with the minimal increase in background traffic the 2019 no-
build condition would be similar to the existing 2016 conditions, therefore it was
not included in the analysis.
The proposed development traffic was then added to the no-build traffic
conditions to determine the 2019 and 2030 Build traffic conditions. As a worst
case condition it was assumed that the entire site would be developed for the
2019 build condition. Figures 6 - 11 show the projected 2030 no-build, 2019
build and 2030 Build AM and PM peak hour traffic volumes.
During the preparation of the previous Traffic Study concerns were raised with
the amount of traffic on adjacent roadways, specifically; Stinson Parkway north and
south of Kenzie Terrace (CR 153) and Lowry Avenue west of Stinson Parkway.
Table 4 below shows the summary of the existing and projected traffic volumes.
Table 4 – Traffic Volume Summary
Location
Existing 2016 2030 No-Build 2030 Build 2040
ADT ADT AM
Peak
PM
Peak ADT AM
Peak
PM
Peak ADT AM
Peak
PM
Peak
Stinson Pkwy -
South of
Kenzie Tr
8,000 698 1,053 8,200 716 1,078 9,500 806 1,203 11,500
Stinson Pkwy -
North of
Kenzie Tr
6,000 463 697 6,150 476 734 6,350 534 797 7,250
Lowry Ave -
West of
Stinson Pkwy
7,000 793 1,117 7,150 812 1,142 7,300 820 1,153 8,100
129
130
131
132
133
134
135
TRAFFIC IMPACT ANALYSIS
Existing and/or forecasted traffic operations were evaluated for the intersections and
driveway in the study area. The analysis was conducted for the following scenarios:
1. Existing 2016
2. Projected 2019 Build
3. Projected 2030 No-Build
4. Projected 2030 Build
This section describes the methodology used to assess the operations and provides a
summary of traffic operations for each scenario.
A. Methodology
The intersections in the corridor were evaluated during the AM and PM peak
hours using Synchro/SimTraffic micro simulation software. The results are
derived from established methodologies documented in the Highway Capacity
Manual (HCM) 2010. The software was used to evaluate the characteristics of the
roadway network including lane geometrics, turning movement volumes, traffic
control and signal timing. In addition, the signal timing parameters for future
year conditions were optimized using Synchro. This information was then
transferred to SimTraffic (the traffic simulation model) to estimate average peak
hour vehicle delays and queues.
One of the primary measures of effectiveness used to evaluate intersection traffic
operations, as defined in the HCM, is Level of Service (LOS) – a qualitative letter
grade, A – F, based on seconds of vehicle delay due to a traffic control device at an
intersection. By definition, LOS A conditions represent high quality operations
(i.e., motorists experience very little delay or interference) and LOS F conditions
represent very poor operations (i.e., extreme delay or severe congestion).
Figure 12 depicts a graphical interpretation of delay times that define level of
service. The delay thresholds are lower for un-signalized intersections than
signalized intersections due to the public’s perception of acceptable delays for
different traffic controls as indicated in the HCM. In accordance with the
Minnesota Department of Transportation (MnDOT) guidelines, this analysis used
the LOS D/E boundary as an indicator of acceptable traffic operations.
136
Figure 12: Level of Service Ranges for Signalized and Un-signalized Intersections
Existing Level of Service Summary
Table 5 - 2016 Existing Conditions shown below, summarizes the existing LOS at the
primary intersections and driveways in the study area assuming the current lane geometry,
traffic control and 2016 traffic volumes. The analysis results show that all intersection and
driveways are operating at an overall LOS C or better during both the weekday AM and PM
peak hours except the intersection of St Anthony Blvd at New Brighton Blvd which is
operating at a LOS D during the PM Peak Hour. All movements are also operating at LOS C
or better, except the following which are at LOS D or worse:
• AM Peak Hour
o NW left turn from St Anthony Blvd to New Brighton Blvd – LOS D
o NW thru on St Anthony Blvd at New Brighton Blvd – LOS D
• PM Peak Hour
o NB left from New Brighton Blvd to St Anthony Blvd – LOS D
o NB thru on New Brighton Blvd at St Anthony Blvd – LOS D
o SB left from New Brighton Blvd to St Anthony Blvd – LOS D
o SB thru on New Brighton Blvd to St Anthony Blvd – LOS D
o SE left from St Anthony Blvd to New Brighton Blvd – LOS D
o NW left turn from St Anthony Blvd to New Brighton Blvd – LOS E
o NW thru on St Anthony Blvd at New Brighton Blvd – LOS D
80
55
35
20
10
LOS A
LOS B
LOS C
LOS D
LOS E
LOS F
Not CongestedCongested50
35
25
10
LOS A
LOS B
LOS C
LOS D
LOS E
LOS F
Not CongestedCongested15
Signalized Intersection Unsignalized IntersectionControl Delay per Vehicle (sec.)Control Delay per Vehicle (sec.)SOURCE: Level of Service thresholds from the Highway Capacity Manual, 2000.
137
Table 5: 2016 Existing Conditions Level of Service Summary
Intersection
AM Peak Hour PM Peak Hour
LOS
Overall
Delay
(sec/veh)
LOS
Overall
Delay
(sec/veh)
St Anthony Blvd at Stinson Pkwy A (B) 8.9 C (C) 15.7
St Anthony Blvd at Kenzie Ter B (C) 16.2 B (C) 14.6
St Anthony Blvd at New Brighton Blvd B (D) 16.1 D (E) 39.9
Stinson Blvd at 27th Street A (A) 6.5 A (B) 8.9
Stinson Blvd at 26th Street A (A) 1.8 A (B) 2.4
Stinson Blvd at Lowry Ave/Kenzie Ter B (C) 14.4 C (C) 21.3
Kenzie Ter at Lowry Grove Entrance A (A) 0.4 A (B) 0.7
Kenzie Ter at Wilson Street A (A) 1.1 A (A) 1.5
Kenzie Ter at Autumn Wood/Apt B (C) 13.7 B (B) 13.9
A (A) – Overall LOS (Worst Movement LOS)
Forecasted Traffic Operations
A capacity and LOS analysis was completed for the study area intersections and driveways
for 2019 which is the year after the proposed initial development would be completed and
for the 2030 condition which represents the 20-year design timeframe assumed to be full
development of the area. It was determined that with the minimal increase in background
traffic the 2019 no-build condition would be similar to the existing 2016 conditions,
therefore it was not included in the analysis. The results of the analysis are discussed
below.
Table 6 – 2030 No Build Level of Service Summary, shows that all intersection and
driveways are operating at an overall LOS C or better in 2030 during both the weekday AM
and PM peak hours with the existing intersection geometrics and traffic control, except the
intersection of St Anthony Blvd at New Brighton Blvd which is operating at a LOS D during
the PM Peak Hour. All movements are also operating at LOS C or better, however, with the
increase in traffic, some movements will be operating at LOS D or worse including the
following:
• AM Peak Hour
o NW left from St Anthony Blvd to New Brighton Blvd – LOS D
o NW thru on St Anthony Blvd at New Brighton Blvd – LOS D
138
• PM Peak Hour
o NB left from New Brighton Blvd to St Anthony Blvd – LOS E
o NB thru on New Brighton Blvd at St Anthony Blvd – LOS D
o SB left from New Brighton Blvd to St Anthony Blvd – LOS E
o SB thru on New Brighton Blvd at St Anthony Blvd – LOS D
o SE left from St Anthony Blvd to New Brighton Blvd – LOS D
o NW left from St Anthony Blvd to New Brighton Blvd – LOS F
o NW thru on St Anthony Blvd at New Brighton Blvd – LOS F
o NW right from St Anthony Blvd to New Brighton Blvd – LOS E
Table 6: 2030 No Build Condition Level of Service Summary
Intersection
AM Peak Hour PM Peak Hour
LOS
Overall
Delay
(sec/veh)
LOS
Overall
Delay
(sec/veh)
St Anthony Blvd at Stinson Pkwy A (B) 9.5 C (C) 15.9
St Anthony Blvd at Kenzie Ter B (C) 18.4 B (D) 15.0
St Anthony Blvd at New Brighton Blvd B (D) 17.7 D (F) 45.7
Stinson Blvd at 27th Street A (A) 6.7 A (B) 9.0
Stinson Blvd at 26th Street A (B) 2.9 A (C) 4.7
Stinson Blvd at Lowry Ave/Kenzie Ter B (C) 18.2 D (E) 36.5
Kenzie Ter at Lowry Grove Entrance A (A) 0.6 A (B) 0.8
Kenzie Ter at Wilson Street A (B) 2.7 A (B) 3.0
Kenzie Ter at Autumn Wood/Apt B (C) 13.8 B (C) 14.3
A (A) – Overall LOS (Worst Movement LOS)
Table 7 – Projected Build Level of Service Summary, shows that, similar to the no-build
conditions, all intersection and driveways will be operating at an overall LOS C or better in
2019 and 2030 during both the weekday AM and PM peak hours with the existing
intersection geometrics and traffic control, except the intersection of St Anthony Blvd at
New Brighton Blvd which is operating at a LOS D during the PM Peak Hour. All movements
are also operating at LOS C or better, however, with the increase in traffic, some
movements will be operating at LOS D or worse including the following:
• 2019
o NB left from New Brighton Blvd to St Anthony Blvd, PM – LOS D
o NB thru on New Brighton Blvd at St Anthony Blvd, PM – LOS D
o SB left from New Brighton Blvd to St Anthony Blvd, PM – LOS E
o SB thru on New Brighton Blvd at St Anthony Blvd, PM – LOS D
o SE left from St Anthony Blvd to New Brighton Blvd, PM – LOS D
o NW left from St Anthony Blvd to New Brighton Blvd, AM - LOS D, PM – LOS E
o NW thru on St Anthony Blvd at New Brighton Blvd, PM – LOS E
o NW right from St Anthony Blvd to New Brighton Blvd, PM – LOS D
139
• 2030
o NB left from New Brighton Blvd to St Anthony Blvd, PM – LOS E
o NB thru on New Brighton Blvd at St Anthony Blvd, PM – LOS D
o SB left from New Brighton Blvd to St Anthony Blvd, PM – LOS E
o SB thru on New Brighton Blvd at St Anthony Blvd, PM – LOS D
o SE left from St Anthony Blvd to New Brighton Blvd, PM – LOS D
o NW left from St Anthony Blvd to New Brighton Blvd, AM - LOS D, PM – LOS F
o NW thru on St Anthony Blvd at New Brighton Blvd, AM – LOS D, PM – LOS F
o NW right from St Anthony Blvd to NE Brighton Blvd, PM – LOS E
Table 7: Build Condition Level of Service Summary
Intersection
2019 2030
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
LOS Delay
(sec/veh) LOS Delay
(sec/veh) LOS Delay
(sec/veh) LOS Delay
(sec/veh)
St Anthony Blvd at
Stinson Pkwy A (B) 9.5 C (C) 15.7 A (B) 9.6 C (C) 16.0
St Anthony Blvd at
Kenzie Ter B (C) 17.3 B (C) 14.7 B (C) 18.5 B (D) 15.1
St Anthony Blvd at
New Brighton Blvd B (D) 16.1 D (E) 40.0 B (D) 18.1 D (F) 46.0
Stinson Blvd at
27th Street A (A) 6.6 A (B) 8.9 A (A) 6.8 A (B) 9.1
Stinson Blvd at
26th Street A (A) 2.3 A (C) 3.7 A (B) 2.9 A (C) 4.8
Stinson Blvd at
Lowry Ave/Kenzie B (C) 16.3 D (E) 32.8 B (C) 18.4 D (E) 36.9
Kenzie Ter at
Lowry Grove
Entrance
A (A) 0.4 A (B) 0.7 A (A) 0.6 A (B) 0.8
Kenzie Ter at
Wilson Street A (B) 1.9 A (B) 2.1 A (B) 2.8 A (B) 3.2
Kenzie Ter at
Autumn Wood/Apt B (C) 13.5 B (B) 14.0 B (C) 13.9 B (C) 14.4
A (A) – Overall LOS (Worst Movement LOS)
140
Vehicle Queuing Analysis
A queuing analysis for the existing and future 2019 and 2030 conditions was conducted,
evaluating the anticipated vehicle queues with the build traffic conditions. The analysis was
conducted using the SimTraffic simulation software. The results found that during both the
weekday AM and PM peak hours in 2019 and 2030 several movements were identified that
would exceed turn lane storage. These include the following movements:
• Southwest bound Silver Lake Road left turn to St Anthony Blvd will back up past
existing turn storage length.
• Northeast bound Kenzie Terrace right turn to St Anthony Blvd will back up past the
existing right storage length.
• Northwest bound St Anthony Blvd right turn and left turn to New Brighton Blvd will
back up past the existing turn lane storage length.
• North bound Stinson Parkway left turn to Lowry Ave will back up past the existing
turn lane storage length.
• West bound Lowry Avenue left turn to Stinson Parkway will back up past the
existing turn lane storage length.
• East bound Kenzie Terrace right turn to Stinson Parkway will back up past the
existing turn lane storage length.
141
CONCLUSIONS / RECOMMENDATIONS
Based on the analysis documented in this Study, WSB has concluded the following:
• The proposed Southern Gateway (revised The Village LLC) development is
anticipated to consist of 414 total units (200 multi-family apartment residential
units, 61 senior living units and 128 assisted living units). Access from the site will
be through driveway connections to Stinson Blvd at 26th Street and to Kenzie
Terrace at the existing Lowry Grove entrance.
• The proposed Southern Gateway (revised The Village LLC) development is
anticipated to generate an additional 2,163 daily trips, 164 AM peak trips and 233
PM peak trips. The new Southern Gateway development generates less than half of
what the previous development (The Village LLC) development was anticipated to
generate.
• Existing traffic operations analysis shows that all intersection and driveways are
operating at an overall LOS C or better during both the weekday AM and PM peak
hours except the intersection of St Anthony Blvd at New Brighton Blvd which is
operating at a LOS D during the PM Peak Hour. There will be some movements that
will be operating at LOS D or LOS E.
• Intersection traffic operations for the future 2030 no-build condition show that all
intersection and driveways will operate at an overall LOS C or better during both the
weekday AM and PM with the existing intersection geometrics and traffic control,
except the intersection of St Anthony Blvd at New Brighton Blvd which is operating
at a LOS D during the PM Peak Hour. With the increase in traffic, some movements
will be operating at LOS D or LOS E.
• Intersection traffic operations for the future build condition show that, assuming the
addition of Southern Gateway development traffic, all intersection and driveways
will be operating at an overall LOS C or better in 2019 and 2030 during both the
weekday AM and PM peak hours with the existing intersection geometrics and
traffic control, except the intersection of St Anthony Blvd at New Brighton Blvd
which is operating at a LOS D during the PM Peak Hour. With the increase in traffic,
some movements will be operating at LOS D, LOS E or LOS F.
• Based on the vehicle queuing analysis for the existing and future traffic conditions
for weekday AM and PM peak hours several locations were identified that would
exceed existing turn lane storage lengths.
142
• The Traffic Study evaluated condition for the years 2016 (existing), 2019 and 2030.
Based on the analysis four intersections were identified with capacity or vehicle
queueing impacts associated with the development of the proposed site. These
intersections include:
1. St Anthony Blvd at Kenzie Terrace/New Brighton Blvd (CR 88)
2. St Anthony Blvd at Silver Lake Rd(CR 136)/Kenzie Terrace (CR 153)
3. Kenzie Terrace (CR 153)/NE Lowry Ave at NE Stinson Parkway
4. Kenzie Terrace (CR 153) at Proposed Site Access/Wilson Street
Based on the analysis mitigation improvements are recommended for 2019 with the
proposed development and by 2030 as the area continues to develop. These
recommendations include:
2019 with Southern Gateway Development:
1. Request Hennepin County to optimize the signal time and coordination between the
St Anthony Blvd intersections at New Brighton Blvd (CR 88) and Silver Lake Rd (CR
136)/Kenzie Terrance (CR 153).
2. Lengthen the northwest bound left turn lane from St Anthony Blvd to southbound
New Brighton Blvd (CR 88) from 125 feet to 225 feet.
3. Lengthen the southwest bound left turn from Silver Lake Rd (CR 136) to southeast
St Anthony Blvd from 100 feet to 175 feet.
4. Lengthen the westbound left turn from Kenzie Terrace (CR 153) to southbound NE
Stinson Parkway when the Bremer Bank Building site is redeveloped.
5. Lengthen the northbound left turn from NE Stinson Parkway to westbound NE
Lowry Ave from 150 feet to 250 feet.
6. At the proposed site driveway at Wilson St on Kenzie Terrace (CR 153) provide:
a. Two lanes exiting the site (one left turn and one through/right lane)
b. Left turn lane from Kenzie Terrace (CR 153) into the site
c. Right turn lane from Kenzie Terrace (CR 153) into the site
2030 with Future Area Development:
1. Consider a dual lane roundabout or other traffic control improvements for the St
Anthony Blvd intersections at New Brighton Blvd (CR 88) and Silver Lake Rd (CR
136)/Kenzie Terrance (CR 153).
2. Consider a roundabout or other traffic control improvements at the intersection of
Kenzie Terrace (CR 153)/NE Lowry Ave at NE Stinson Parkway.
143
The Village LLC Development - Parking Analysis1.25.20181/31/31/31/31/31/3AL/MC ratios111123IL/MK/AF ratiosTotal Unit CountStalls Required/UnitTotal Parking DemandCommentStudioAlcove1 BR1+Den2BR3BRIndependent (IL) Senior612122IL0016142454108Assisted (AL/MC) Senior1281/363includes 20 staffAL/MC9018125063Market Rate (MR)2252450MR0799807236285635456Surface ParkingGarage ParkingTotal ParkingAvail.-Code DemandIndependent (IL) Senior34921264Assisted (AL/MC) Senior347711148Market Rate (MR)2182384566693PARKING DEMAND PER CITY ORDINANCEPARKING AVAILABILITYIncludes proof of parking on west sideCommentPARKING DEMAND ANALYSIS BY BEDROOM QUANTITY144
kaas wilson architectsUnit DataThe Village, LLCResidential Unit MixNameCount Gross Area17059-Continental-St.Anthony-Market RateUnit 0-18 639 ft²Unit 0-28 619 ft²Unit 0-361 616 ft²Unit 1-160 740 ft²Unit 1-240 824 ft²Unit 2-112 1,113 ft²Unit 2-38 1,369 ft²Unit 2-54 1,357 ft²Unit 2-64 1,085 ft²Unit 2-78 1,206 ft²Unit 3-18 1,382 ft²Unit 3-24 1,282 ft²17059-Continental-St.Anthony-Market Rate: 225225Grand total: 414414Residential Unit MixNameCount Gross Area17059-Continental-St.Anthony-Independent SeniorUnit 1-0 25.59 704 ft²Unit 1-1 25.57 795 ft²Unit 1.5-03 1,128 ft²Unit 1.5-11 1,134 ft²Unit 1.5-22 1,048 ft²Unit 1.5-36 1,071 ft²Unit 1.5-43 1,179 ft²Unit 2-03 1,406 ft²Unit 2-16 1,259 ft²Unit 2-23 1,364 ft²Unit 2.5-012 1,606 ft²Unit 2.5-16 1,432 ft²17059-Continental-St.Anthony-Independent Senior: 61 61Residential Unit MixName Count Gross Area17059-Continental-St.Anthony-Assisted SeniorUnit 0-1 1611 434 ft²Unit 1-0 2434 711 ft²Unit 1-1 2413 651 ft²Unit 1-2 242 650 ft²Unit 1-3 242 762 ft²Unit 1.5-0 3229 928 ft²Unit 1.5-1 End3 937 ft²Unit 1.5-1 End-22 886 ft²Unit 1.5-2 321 868 ft²Unit 2-1 E34.6+10 1,139 ft²Unit 2-2 35.55 1,105 ft²Unit MC 0-0 161 612 ft²Unit MC 0-1 161 533 ft²Unit MC 0-2 161 471 ft²Unit MC 0-3 165 434 ft²Unit MC 0-4 164 494 ft²Unit MC 0-5 161 509 ft²Unit MC 1-0 27.51 755 ft²Unit MC 1-1 Corner2 776 ft²17059-Continental-St.Anthony-Assisted Senior: 128128145
46,191 ft²Area777623456789757473727170696766636261605958575611121314151755545352515049483837363534333231302928272625242322212019101816474645444342414039SD_1261SD_1273SD_12831SD_1272ELEVELEV LOBBYTRASHELEVELEV LOBBYTRASHGARAGE DRSTAIRSTAIRSD_1281SD_1274UNEXCAVATED646568kaas wilson architectsThe Village, LLCAssisted Senior Garage Level Plan1/16" = 1'-0"1Level -1146
776 ft²Unit MC 1-1 Corner755 ft²Unit MC 1-0 27.5776 ft²Unit MC 1-1 Corner2,195 ft²MC Restaurant/Activity1,249 ft²Kitchen2,498 ft²Restaurant877 ft²Club Room981 ft²Lobby746 ft²Elev/Util/Stor1,139 ft²Unit 2-1 E34.6+711 ft²Unit 1-0 24711 ft²Unit 1-0 24434 ft²Unit 0-1 161,850 ft²Office1,139 ft²Unit 2-1 E34.6+434 ft²Unit 0-1 16928 ft²Unit 1.5-0 32SD_1261SD_1263SD_1273SD_1271SD_12832454434 ft²Unit MC 0-3 16494 ft²Unit MC 0-4 16494 ft²Unit MC 0-4 16471 ft²Unit MC 0-2 16509 ft²Unit MC 0-5 16711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24711 ft²Unit 1-0 24711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24711 ft²Unit 1-0 24937 ft²Unit 1.5-1 End1,105 ft²Unit 2-2 35.5928 ft²Unit 1.5-0 32928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32651 ft²Unit 1-1 24711 ft²Unit 1-0 24651 ft²Unit 1-1 24651 ft²Unit 1-1 24434 ft²Unit MC 0-3 16494 ft²Unit MC 0-4 164,792 ft²Corridor271 ft²Stair271 ft²Stair271 ft²Stair434 ft²Unit MC 0-3 16434 ft²Unit MC 0-3 16434 ft²Unit MC 0-3 16494 ft²Unit MC 0-4 16533 ft²Unit MC 0-1 16612 ft²Unit MC 0-0 16271 ft²StairSD_1272865 ft²SupportColor Legend1BR1BR+D2BRStudioMC 1BRMC StudioCirculationCommonsMC CommonsCalculating...SD_1281SD_1274SD_1262kaas wilson architectsThe Village, LLCAssisted Senior First Floor Plan147
434 ft²Unit 0-1 16711 ft²Unit 1-0 24711 ft²Unit 1-0 241,139 ft²Unit 2-1 E34.6+928 ft²Unit 1.5-0 321,139 ft²Unit 2-1 E34.6+1,139 ft²Unit 2-1 E34.6+868 ft²2-Story Lobby434 ft²Library434 ft²Visiting Physician816 ft²Wellness1,353 ft²Community Room542 ft²Small Activity1,105 ft²Unit 2-2 35.5SD_1261SD_1263SD_1273SD_1271SD_128324Color Legend1BR1BR+D2BRStudioCirculationCommonsCalculating...54949 ft²Area732 ft²Area937 ft²Unit 1.5-1 End711 ft²Unit 1-0 241,105 ft²Unit 2-2 35.5928 ft²Unit 1.5-0 32928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32651 ft²Unit 1-1 24928 ft²Unit 1.5-0 32650 ft²Unit 1-2 24711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32651 ft²Unit 1-1 24711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24434 ft²Unit 0-1 16434 ft²Unit 0-1 16651 ft²Unit 1-1 24928 ft²Unit 1.5-0 32711 ft²Unit 1-0 241,139 ft²Unit 2-1 E34.6+4'-8"16'-4"17'-8"434 ft²Unit 0-1 16651 ft²Unit 1-1 24711 ft²Unit 1-0 24711 ft²Unit 1-0 24762 ft²Unit 1-3 24886 ft²Unit 1.5-1 End-2SD_1272657 ft²Support271 ft²Stair271 ft²Stair271 ft²Stair271 ft²Stair767 ft²Area4,724 ft²CorridorSD_1281SD_1274SD_1262kaas wilson architectsThe Village, LLCAssisted Senior Second Floor Plan148
1,139 ft²Unit 2-1 E34.6+1,139 ft²Unit 2-1 E34.6+928 ft²Unit 1.5-0 32711 ft²Unit 1-0 241,105 ft²Unit 2-2 35.51,139 ft²Unit 2-1 E34.6+1,139 ft²Unit 2-1 E34.6+711 ft²Unit 1-0 24711 ft²Unit 1-0 24434 ft²Unit 0-1 16434 ft²Unit 0-1 16SD_1261SD_1263SD_1273SD_1271SD_12832454937 ft²Unit 1.5-1 End1,105 ft²Unit 2-2 35.5928 ft²Unit 1.5-0 32928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32651 ft²Unit 1-1 24928 ft²Unit 1.5-0 32650 ft²Unit 1-2 24711 ft²Unit 1-0 24711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32651 ft²Unit 1-1 24711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24434 ft²Unit 0-1 16434 ft²Unit 0-1 16651 ft²Unit 1-1 24868 ft²Unit 1.5-2 32651 ft²Unit 1-1 24651 ft²Unit 1-1 24928 ft²Unit 1.5-0 32711 ft²Unit 1-0 24711 ft²Unit 1-0 24658 ft²Support651 ft²Unit 1-1 24434 ft²Unit 0-1 16886 ft²Unit 1.5-1 End-2762 ft²Unit 1-3 24928 ft²Unit 1.5-0 32928 ft²Unit 1.5-0 32SD_1272271 ft²Stair271 ft²Stair270 ft²Stair271 ft²Stair766 ft²Support4,716 ft²CorridorColor Legend1BR1BR+D2BRStudioCirculationCommonsCalculating...SD_1281SD_1274SD_1262kaas wilson architectsThe Village, LLCAssisted Senior Third Floor Plan149
4.1CMU4.2Brick4.3Brick Soldier Course4.4Stone Sill5.1Aluminum Deck Rail7.1CFB Lap Siding, Color 17.2CFB Shake Siding, Color 28.1Prefinished PTAC Grille, Color TBD8.2Prefinished Metal Magic Pak Grille, Color TBDEXTERIOR MATERIALS KEY7.3CFB Panel, Color 37.4CFB Trim, Color 3Level 1100'-0"Level 2111'-1 7/8"Level -189'-4"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"31'-4 7/8"7.27.37.17.27.34.47.34.34.34.17.47.48.2Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"7.27.14.24.37.47.3Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.37.47.17.24.24.34.48.27.3Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"?7.17.27.2??4.47.37.4Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"7.27.37.47.14.24.34.47.37.4kaas wilson architectsThe Village, LLCAssisted Senior Exterior Elevations1/8" = 1'-0"1South Elevation1/8" = 1'-0"2Southwest End Bay Elevation1/8" = 1'-0"3Southwest Elevation1/8" = 1'-0"4Main Entry West Elevation1/8" = 1'-0"5NorthwestElevation150
4.1CMU4.2Brick4.3Brick Soldier Course4.4Stone Sill5.1Aluminum Deck Rail7.1CFB Lap Siding, Color 17.2CFB Shake Siding, Color 28.1Prefinished PTAC Grille, Color TBD8.2Prefinished Metal Magic Pak Grille, Color TBDEXTERIOR MATERIALS KEY7.3CFB Panel, Color 37.4CFB Trim, Color 3Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"7.17.47.27.37.34.24.34.47.4Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"31'-4 7/8"7.27.37.14.24.34.37.44.47.48.2Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"31'-4 7/8"7.17.37.37.37.44.24.34.37.27.28.2Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.17.27.47.37.34.24.34.4kaas wilson architectsThe Village, LLCAssisted Senior Exterior Elevations1/8" = 1'-0"1Northwest End Bay Elevation1/8" = 1'-0"2North Elevation - 11/8" = 1'-0"3North Elevation - 21/8" = 1'-0"4Northeast End Bay Elevation151
Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.27.37.47.17.34.24.34.47.4Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.37.47.27.27.37.47.14.24.34.47.4Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.27.27.37.37.37.14.24.34.47.4Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.17.27.38.27.47.44.34.24.1CMU4.2Brick4.3Brick Soldier Course4.4Stone Sill5.1Aluminum Deck Rail7.1CFB Lap Siding, Color 17.2CFB Shake Siding, Color 28.1Prefinished PTAC Grille, Color TBD8.2Prefinished Metal Magic Pak Grille, Color TBDEXTERIOR MATERIALS KEY7.3CFB Panel, Color 37.4CFB Trim, Color 3kaas wilson architectsThe Village, LLCAssisted Senior Exterior Elevations1/8" = 1'-0"1Southeast End Bay Elevation1/8" = 1'-0"2Southeast Elevation1/8" = 1'-0"3Northeast Elevation1/8" = 1'-0"4East Elevation152
32,746 ft²Garage31'-0"SD_5001SD_5011SD_5002SD_50036'-8"32,746 ft²GarageSD_5004SD_50142468135710111214131517192116182022232527242628293031323334363839353740414243444645474951485052545658606264666869707274767880828486889092918987858381797775737153555759616365679SD_0051200 ft²Stair210 ft²StairGarage Dr.BIKESBIKESTRASHkaas wilson architectsThe Village, LLCIndependent Senior Garage Plan1/16" = 1'-0"1Level -1153
patio2,683 ft²Commons1,606 ft²Unit 2.5-01,606 ft²Unit 2.5-01,617 ft²CommonsSD_5001SD_5011SD_5013SD_5012SD_5002SD_50031,128 ft²Unit 1.5-01,406 ft²Unit 2-01,259 ft²Unit 2-11,259 ft²Unit 2-11,364 ft²Unit 2-2704 ft²Unit 1-0 25.5704 ft²Unit 1-0 25.51,071 ft²Unit 1.5-31,071 ft²Unit 1.5-31,606 ft²Unit 2.5-01,606 ft²Unit 2.5-01,179 ft²Unit 1.5-4704 ft²Unit 1-0 25.51,432 ft²Unit 2.5-11,432 ft²Unit 2.5-1795 ft²Unit 1-1 25.5SD_5004SD_5014SD_005123'-7"276 ft²Stair276 ft²Stair2,355 ft²CorridorGARDENPLAZAColor Legend1 BR + DEN1BR2BR2BR+DCirculationCommonskaas wilson architectsThe Village, LLCIndependent Senior First Floor Plan1/16" = 1'-0"1Level 11,069 ft1,069 ft154
2,356 ft²Corridor1,048 ft²Unit 1.5-21,432 ft²Unit 2.5-1SD_5001SD_5011SD_5013SD_5012SD_5002SD_50031,259 ft²Unit 2-11,259 ft²Unit 2-11,606 ft²Unit 2.5-01,606 ft²Unit 2.5-01,128 ft²Unit 1.5-01,364 ft²Unit 2-2704 ft²Unit 1-0 25.5704 ft²Unit 1-0 25.51,071 ft²Unit 1.5-31,071 ft²Unit 1.5-31,179 ft²Unit 1.5-4704 ft²Unit 1-0 25.51,432 ft²Unit 2.5-11,406 ft²Unit 2-01,606 ft²Unit 2.5-01,606 ft²Unit 2.5-0795 ft²Unit 1-1 25.5795 ft²Unit 1-1 25.5795 ft²Unit 1-1 25.51,634 ft²CommonsSD_5004SD_5014SD_0051276 ft²Stair276 ft²StairColor Legend1 BR + DEN1BR2BR2BR+DCirculationCommonskaas wilson architectsThe Village, LLCIndependent Senior Second Floor Plan1/16" = 1'-0"1Level 2155
2,359 ft²Corridor1,179 ft²Unit 1.5-41,432 ft²Unit 2.5-1SD_5001SD_5011SD_5013SD_5012SD_5002SD_5003107'-8"704 ft²Unit 1-0 25.51,364 ft²Unit 2-21,259 ft²Unit 2-11,259 ft²Unit 2-11,406 ft²Unit 2-01,071 ft²Unit 1.5-31,071 ft²Unit 1.5-31,606 ft²Unit 2.5-01,606 ft²Unit 2.5-0704 ft²Unit 1-0 25.5795 ft²Unit 1-1 25.5704 ft²Unit 1-0 25.5795 ft²Unit 1-1 25.51,128 ft²Unit 1.5-01,606 ft²Unit 2.5-01,606 ft²Unit 2.5-01,432 ft²Unit 2.5-1SD_5004SD_50141,048 ft²Unit 1.5-21,134 ft²Unit 1.5-1795 ft²Unit 1-1 25.5SD_0051276 ft²Stair276 ft²Stair496 ft²CommonsColor Legend1 BR + DEN1BR2BR2BR+DCirculationCommonskaas wilson architectsThe Village, LLCIndependent Senior Third Floor Plan1/16" = 1'-0"1Level 3156
Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.17.24.27.38.27.37.47.48.24.34.3Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.47.18.27.27.27.37.44.34.38.24.3Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.37.27.28.24.2Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.37.27.18.27.34.24.34.34.17.44.1CMU4.2Brick4.3Brick Soldier Course4.4Stone Sill5.1Aluminum Deck Rail7.1CFB Lap Siding, Color 17.2CFB Shake, Color 28.2Prefinished Metal Magic Pak Grille, Color TBDEXTERIOR MATERIALS KEY7.3CFB Panel, Color 37.4CFB Trim, Color 3kaas wilson architectsThe Village, LLCIndependent Senior Exterior Elevations1/8" = 1'-0"1Elevation 31/8" = 1'-0"2Elevation 11/8" = 1'-0"3Elevation 21/8" = 1'-0"4Elevation 4157
Site Plan932'-0"7.27.47.37.28.24.27.2Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.47.17.27.47.44.3Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"Site Plan932'-0"7.27.38.27.47.14.2Level 1100'-0"Level 2111'-1 7/8"Level -189'-4"Level 3122'-3 3/4"Truss Brg.131'-4 7/8"7.47.27.17.34.28.24.14.34.3kaas wilson architectsThe Village, LLCIndependent Senior Exterior Elevations1/8" = 1'-0"1Elevation 51/8" = 1'-0"2Elevation 61/8" = 1'-0"3Elevation 71/8" = 1'-0"4Elevation 8158
79,415 ft²Garage572 ft²Trash360 ft²Trash360 ft²Trash180 ft²Elevator220 ft²Elevator180 ft²Elevator190 ft²Stair A194 ft²Stair B194 ft²Stair CC C
CCCCSD_5001CCCCCCCSD_5002BIKEHVACHVACSchema 1 LegendCirculationCommonkaas wilson architectThe Village, LLCMarket Rate Building Garage Floor Plan1/16" = 1'-0"1Level -1159
140 ft²Stair D280 ft²Stair B740 ft²Unit 1-1740 ft²Unit 1-12,125 ft²Common2,265 ft²Common261 ft²Stair A616 ft²Unit 0-3616 ft²Unit 0-3619 ft²Unit 0-21,382 ft²Unit 3-1824 ft²Unit 1-2824 ft²Unit 1-2616 ft²Unit 0-3639 ft²Unit 0-15,330 ft²Corridor1,369 ft²Unit 2-3740 ft²Unit 1-11,369 ft²Unit 2-3740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1198 ft²Trash220 ft²Elevator117 ft²Trash1,085 ft²Unit 2-6824 ft²Unit 1-21,357 ft²Unit 2-5740 ft²Unit 1-1616 ft²Unit 0-3616 ft²Unit 0-3824 ft²Unit 1-2639 ft²Unit 0-1117 ft²Trash619 ft²Unit 0-21,382 ft²Unit 3-1261 ft²Stair C824 ft²Unit 1-21,282 ft²Unit 3-2190 ft²Elevator190 ft²Elevator616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3740 ft²Unit 1-1616 ft²Unit 0-3SD_5001616 ft²Common824 ft²Unit 1-2824 ft²Unit 1-21,113 ft²Unit 2-11,113 ft²Unit 2-11,206 ft²Unit 2-7740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-11,206 ft²Unit 2-7740 ft²Unit 1-1824 ft²Unit 1-2740 ft²Unit 1-11,113 ft²Unit 2-1SD_5002SD_50110SD_5019SD_5018SD_5017SD_5016SD_5015SD_5014SD_5013SD_5012SD_5011SD_5005SD_5004PLAZAPOOLLANSCAPEPUTTING616 ft²Unit 0-3616 ft²Unit 0-3Schema 1 Legend1 BR2 BR3BRCirculationCommonSTUDIOkaas wilson architectThe Village, LLCMarket Rate Building First Floor Plan1/16" = 1'-0"1Level 1160
190 ft²Elevator117 ft²Trash619 ft²Unit 0-21,382 ft²Unit 3-1261 ft²Stair A616 ft²Unit 0-3616 ft²Unit 0-3824 ft²Unit 1-2824 ft²Unit 1-2639 ft²Unit 0-1616 ft²Unit 0-31,369 ft²Unit 2-3740 ft²Unit 1-11,369 ft²Unit 2-3740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1280 ft²Stair B616 ft²Unit 0-33,150 ft²Corridor220 ft²Elevator198 ft²Trash740 ft²Unit 1-1740 ft²Unit 1-1616 ft²Unit 0-3140 ft²Stair D824 ft²Unit 1-21,085 ft²Unit 2-61,357 ft²Unit 2-5740 ft²Unit 1-1616 ft²Unit 0-3616 ft²Unit 0-3639 ft²Unit 0-1824 ft²Unit 1-2117 ft²Trash619 ft²Unit 0-21,382 ft²Unit 3-1261 ft²Stair C824 ft²Unit 1-21,282 ft²Unit 3-2190 ft²Elevator616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3740 ft²Unit 1-1SD_5001824 ft²Unit 1-2824 ft²Unit 1-2740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1824 ft²Unit 1-21,206 ft²Unit 2-71,206 ft²Unit 2-71,113 ft²Unit 2-11,113 ft²Unit 2-11,113 ft²Unit 2-1SD_5002SD_50110SD_5019SD_5018SD_5017SD_5016SD_5015SD_5014SD_5013SD_5012SD_5011SD_5005SD_50041,885 ft²Corridor121'-7 7/16"TWO STORY SPACE616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3Schema 1 Legend1 BR2 BR3BRCirculationCommonSTUDIO9'-4"14'-8"kaas wilson architectThe Village, LLCMarket Rate Second Floor Plan1/16" = 1'-0"1Level 2161
261 ft²Stair A616 ft²Unit 0-3616 ft²Unit 0-3117 ft²Trash619 ft²Unit 0-21,382 ft²Unit 3-1190 ft²Elevator824 ft²Unit 1-2639 ft²Unit 0-1824 ft²Unit 1-2616 ft²Unit 0-31,369 ft²Unit 2-31,369 ft²Unit 2-3740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1280 ft²Stair B616 ft²Unit 0-35,330 ft²Corridor198 ft²Trash616 ft²Unit 0-3824 ft²Unit 1-2824 ft²Unit 1-21,357 ft²Unit 2-51,085 ft²Unit 2-6616 ft²Unit 0-3616 ft²Unit 0-3639 ft²Unit 0-1117 ft²Trash619 ft²Unit 0-21,382 ft²Unit 3-1261 ft²Stair C824 ft²Unit 1-21,282 ft²Unit 3-2824 ft²Unit 1-2740 ft²Unit 1-1190 ft²Elevator824 ft²Unit 1-2616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3220 ft²Elevator824 ft²Unit 1-2824 ft²Unit 1-2824 ft²Unit 1-2740 ft²Unit 1-1740 ft²Unit 1-1616 ft²Unit 0-3SD_5001824 ft²Unit 1-21,113 ft²Unit 2-11,113 ft²Unit 2-11,206 ft²Unit 2-7740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-11,206 ft²Unit 2-7740 ft²Unit 1-1824 ft²Unit 1-2740 ft²Unit 1-11,113 ft²Unit 2-1SD_5002SD_50110SD_5019SD_5018SD_5017SD_5016SD_5015SD_5014SD_5013SD_5012SD_5011SD_5005SD_5004616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3Schema 1 Legend1 BR2 BR3BRCirculationCommonSTUDIOkaas wilson architectThe Village, LLCMarket Rate Third Floor Plan1/16" = 1'-0"1Level 3162
198 ft²Trash616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3740 ft²Unit 1-1740 ft²Unit 1-1220 ft²Elevator5,330 ft²Corridor616 ft²Unit 0-3280 ft²Stair B740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-11,369 ft²Unit 2-3740 ft²Unit 1-11,369 ft²Unit 2-3616 ft²Unit 0-3639 ft²Unit 0-1117 ft²Trash619 ft²Unit 0-21,382 ft²Unit 3-1261 ft²Stair A616 ft²Unit 0-3616 ft²Unit 0-3824 ft²Unit 1-2824 ft²Unit 1-2190 ft²Elevator824 ft²Unit 1-2616 ft²Unit 0-3824 ft²Unit 1-2824 ft²Unit 1-21,357 ft²Unit 2-51,085 ft²Unit 2-6740 ft²Unit 1-1824 ft²Unit 1-21,282 ft²Unit 3-2117 ft²Trash616 ft²Unit 0-3616 ft²Unit 0-3639 ft²Unit 0-1619 ft²Unit 0-21,382 ft²Unit 3-1261 ft²Stair C824 ft²Unit 1-2190 ft²Elevator824 ft²Unit 1-2824 ft²Unit 1-2824 ft²Unit 1-2740 ft²Unit 1-1SD_5001824 ft²Unit 1-21,113 ft²Unit 2-11,113 ft²Unit 2-11,206 ft²Unit 2-7740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-1740 ft²Unit 1-11,206 ft²Unit 2-7740 ft²Unit 1-1824 ft²Unit 1-2740 ft²Unit 1-11,113 ft²Unit 2-1SD_5002SD_50110SD_5019SD_5018SD_5017SD_5016SD_5015SD_5014SD_5013SD_5012SD_5011SD_5005SD_5004616 ft²Unit 0-3616 ft²Unit 0-3616 ft²Unit 0-3Schema 1 Legend1 BR2 BR3BRCirculationCommonSTUDIOkaas wilson architectThe Village, LLCMarket Rate Fourth Floor Plan1/16" = 1'-0"1Level 4163
Level 1100'-0"Level 2111'-1 7/8"Level -189'-4"Level 3122'-3 3/4"Level 4133'-5 5/8"Truss Brg.142'-6 3/4"Site Plan932'-0"7.17.24.35.15.27.27.28.24.24.4Site Plan932'-0"4.27.17.28.27.25.25.17.24.34.44.1Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Level 4133'-5 5/8"Truss Brg.142'-6 3/4"Site Plan932'-0"7.17.25.14.37.24.35.24.4Site Plan932'-0"7.17.25.17.25.24.34.24.44.1Architectural Rockface CMU - Color TBD4.2Brick Masonry - Color TBD4.3Brick Soldier Course - Color TBD4.4Stone Still - Color TBD5.1Aluminum Deck Rail - Color TBD7.1Cement Fiber Lap Siding - Color TBD7.2Cement Fiber Panel Siding - Color TBD8.2Prefinished Metal Magic Pak Grille, Color TBDEXTERIOR MATERIALS KEY5.2Metal Panel Cladding - Color TBDkaas wilson architectThe Village, LLCMarket Rate Building Exterior Elevations3/32" = 1'-0"1Elevation - North 13/32" = 1'-0"2Elevation - Northeast3/32" = 1'-0"4Elevation - Northwest - Stinson3/32" = 1'-0"5Elevation - West - Stinson164
Site Plan932'-0"7.15.18.24.44.34.27.25.27.27.24.14.4Site Plan932'-0"7.25.15.27.24.44.34.24.14.4Site Plan932'-0"5.27.27.27.24.44.34.27.18.25.1Site Plan932'-0"7.18.27.25.14.24.34.4Level 1100'-0"Level 2111'-1 7/8"Level 3122'-3 3/4"Level 4133'-5 5/8"Truss Brg.142'-6 3/4"Site Plan932'-0"7.27.27.24.44.34.27.15.27.27.25.1Site Plan932'-0"5.27.28.27.15.17.24.44.34.27.2Site Plan932'-0"7.27.15.14.44.34.28.2Site Plan932'-0"5.27.27.27.18.24.14.44.34.25.1Site Plan932'-0"7.25.14.44.34.25.27.2Site Plan932'-0"5.27.24.44.37.27.14.27.25.25.14.1Architectural Rockface CMU - Color TBD4.2Brick Masonry - Color TBD4.3Brick Soldier Course - Color TBD4.4Stone Still - Color TBD5.1Aluminum Deck Rail - Color TBD7.1Cement Fiber Lap Siding - Color TBD7.2Cement Fiber Panel Siding - Color TBD8.2Prefinished Metal Magic Pak Grille, Color TBDEXTERIOR MATERIALS KEY5.2Metal Panel Cladding - Color TBDkaas wilson architectThe Village, LLCMarket Rate Building Exterior Elevations3/32" = 1'-0"1Elevation - West End - South3/32" = 1'-0"2Elevation - West End- East3/32" = 1'-0"3Elevation - West End - North3/32" = 1'-0"4Elevation - Interior Courtyard - East 13/32" = 1'-0"5Elevation - Interior Courtyard - East 23/32" = 1'-0"6Elevation - Interior Courtyard - South3/32" = 1'-0"7Elevation - Interior Courtyard - West 23/32" = 1'-0"8Elevation - East End - North3/32" = 1'-0"9Elevation - East End - West3/32" = 1'-0"10Elevation - East End - South165
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166
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S:\1Planning Commission\2018\02262018\Village Development - Plan Review - 021318-engineer.docx
February 13, 2018
Ms. Traci Tomas
Continental Property Group
Re: The Village LLC Development
St. Anthony Village, MN
Preliminary PUD Plan Review
WSB Project No. 02170-300
Dear Ms. Tomas:
We have reviewed the development plan submittal received on January 29, 2018, for the above
referenced project. Plans have been prepared by Wenck Associates, dated January 26, 2017 and
include the storm water management plan, preliminary plat, site plan, grading plan, sanitary sewer, water,
and storm utility plans.
We have the following comments and recommendations for this preliminary PUD Plan review.
General
1. Prior to the start of any construction, permits will need to be obtained and submitted to the city
from the following agencies:
a. MPCA Construction General Permit
b. MPCA Sanitary Sewer Extension Permit
c. MnDOH Watermain Extension Permit
2. Prior to the start of any construction, project approval will need to be obtained and submitted to
the city from the following agencies:
a. Hennepin County (access and traffic control associated with Kenzie Terrace/ CR 153)
b. Minneapolis Park Board (access and traffic control associated with Stinson Parkway)
3. An operations and maintenance component will be required to ensure that the stormwater
treatment facilities will be maintained long term. The declarations must at a minimum include the
following:
a. Annual inspection and reporting to the city
b. Maintenance of all erosion control measures including, but not limited to: rip rap, storm
sewer outlets, catch basin inlets, etc. (annual documentation required)
c. Verification of system drawdowns with 48 hours (annual documentation required)
d. Removal of sediment, trash and debris (annual documentation required)
Cover Sheet and Project Notes
1. Reference the most recent edition (2018) of the City of St. Anthony’s General Specifications and
Standard Detail Plates for Street and Utility Construction as a governing specification.
Preliminary Plat
1. Remove the erroneous line within the 15’ drainage and utility easement along Kenzie Terrace.
167
Mr. Ward
January 15, 2018
Page 2
S:\1Planning Commission\2018\02262018\Village Development - Plan Review - 021318-engineer.docx
2. Simplify the drainage and utility easements around the ponds and along the west side of the
development by squaring them off and combining them with nearby and adjacent drainage and
utility easements.
3. Provide an easement for the shared hydrant service lead crossing over between both lots 1 and 2
of block 1.
Existing Conditions, Erosion, and Sediment Control
1. Submit erosion control plans with final plat/construction plan submittal.
Site Plan
1. Provide 6’ wide concrete walks per City standards where 5’ concrete walks are currently shown.
2. Show necessary removals for the installation of the proposed utilities along Kenzie Terrace/ CR
153.
Grading Plan
1. Structural calculations for the proposed retaining walls greater than 4.0’ in height need to be
submitted for review prior to construction of the walls. The submittal will need to include:
a. Certification of a qualified MN licensed professional
b. Soil boring logs and geotechnical recommendation for support
c. Identify the type of material for the wall and design details
d. Provide details of the wall construction
e. Provide a safety railing or fence above the wall
2. Driveway ramps into the buildings should not exceed 10%.
3. The outdoor patios and plazas with the buildings do not appear to have any slope. How will
surface drainage be accomplished?
4. The NWL of the southwestern stormwater pond is the same elevation as the Multi-residential 1
garage floor (912.0).
5. The HWL of both ponds exceed the garage levels of the connected buildings.
6. Demonstrate how the proposed improvements accommodate for the current ground water
elevations.
7. There are areas where the slopes shown do not meet the minimum required 2% or exceed the
maximum allowed 3:1.
8. The driveway elevations at the top of the ramps need to be raised to achieve a minimum 1’
freeboard above the adjacent road’s EOF.
Sanitary Sewer and Watermain
1. There appears to be a conflict between the storm sewer and sanitary sewer service to the
assisted senior living facility.
168
Mr. Ward
January 15, 2018
Page 3
S:\1Planning Commission\2018\02262018\Village Development - Plan Review - 021318-engineer.docx
2. Provide 4” thickness of insulation at watermain and storm sewer crossings where storm sewer
and drainage structures provide less than 3.5 feet of cover (not 2.0’) over the watermain.
3. Verify an 8” watermain as proposed will provide adequate fire flow and pressure to serve the
number of units and building elevations being proposed.
4. Water and sanitary sewer connections to buildings must conform to the plumbing code as
interpreted by the local building officials.
5. The applicant shall include a drain tile system behind the curbs to convey sump pump discharge
from the units as detailed in the City Standard Specifications.
6. The proposed 24” pipe between Ex. Structure 16 and MH 1 appears to be oversized assuming it
is proposed to take the existing 9” line from the west and the proposed 10” line from the
development.
7. Due to the depth, this pipe should be shown as SDR 26 with the construction plans and the
adjacent storm sewer should be shown as being impacted with construction.
8. Provide for granular bedding for installed utility pipe in unsuitable materials per the applicable City
standard detail plate.
9. Show and call out the size and material of the existing waterlines where the development is
connecting on the west and south.
10. The Independent Senior Living facility is shown with an 8” DIP service while the other facilities
were shown with 6” DIP services. Was this done by design?
11. Provide 45-degree bends in lieu of 90-degree bends near the western connection with the
existing watermain.
12. Place a hydrant at the original proposed location along Kenzie Terrace near the connection to the
existing watermain on the south side of the development. The main can be capped/plugged at
that point.
Detail Sheet
1. Include all applicable standard detail plates from the most recent edition (2018) of the City of St.
Anthony’s General Specifications and Standard Detail Plates for Street and Utility Construction
for project construction.
Thank you for the opportunity to provide comments on this project. If you have any questions, please do
not hesitate to contact me at 763-287-7182.
Sincerely,
WSB & Associates, Inc.
Todd Hubmer, PE
City Engineer
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170
701 Xenia Avenue South | Suite 300 | Minneapolis, MN 55416 | (763) 541-4800
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C:\Users\jabramson\FROM KP\Joey's Projects Transfer\St Anthony Village\SAV - The Village LLC Stormwater Management Review Memo - 02-16-2018.docx
Memorandum
To: Breanne Rothstein
From: Joey Abramson
Cc: Todd Hubmer
Date: February 16, 2018
Re: The Village LLC Development Stormwater Management Review
WSB has reviewed the stormwater management memorandum produced by Wenck for the above project
dated January 26, 2018.
The review has found that the project complies with applicable freeboard and rate control stormwater
management regulations. The applicant needs to provide updated information related to water quality
treatment. See comments below.
Comments on the stormwater management plan include the following:
- Ponds should be labeled on the plans to correspond to the IDs in the report and models: North
Pond should include “1P” and South Pond should include “2P”
- The EOF for Pond 2P (south) is noted to be “18.90” on the plans, but is noted as 919.0 in the
stormwater management report.
- The report notes that the proposed development will achieve 65% TP loading reduction (page 1)
but the table indicates that 72% removals will be achieved. Revise for consistency.
- It should be considered that unless the BayFilter is capable of removing dissolved phosphorus
from stormwater, its efficacy will likely be reduced from 50% removal if it is downstream of the
sedimentation ponds. This is because those ponds already remove a large portion of the
particulate phosphorus. Applicant must provide clarification on the BayFilter removal abilities or
provide updated calculations for removals.
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172
BREMER BANK PARCEL 716.23 432.18S 01° 07' 07" E 3.02S 39°13'04" E1041.74ALLEY232.76100.00S 50°46'56" WN 89°07'06" E947.20564.06S 50°33'24" WPARCEL 1PARCEL 2PARCEL 3KENZIE TERRACE(CO. RD. NO. 153)STINSON PARKWAY1027.85N 00°36'35" EALLEY21BLOCK ONEOUTLOT ABLOCK TWO1137494 S.F.3.16 AC.191086 S.F.4.39 AC.274811 S.F.6.31 AC.N89°18'31"E295.01S0°06'35"E 225.89L=176.80R=851.73Δ=11°53'36"PROPOSEDDRAINAGE ANDUTILITY EASEMENT(48,669 S.F.)PROPOSED DRAINAGE & UTILITY EASEMENT OVERALL OF OUTLOT AN0°06'31"W 311.67Parcel 1:That part of the South 1/2 of the Northwest Quarter of Section 7, Township 29, Range 23, beginning at apoint in the South line of said Tract 100 feet East of the Southwest corner thereof; thence North 1079.8 feet;thence East parallel to the South line of said Quarter Section 1041.74 feet; thence South to center of StateHighway No. 63; thence southwesterly along said center line of State Highway No. 63 and St. Anthony andTaylor Falls Road to intersection of center line of said road with the South line of said Quarter Section;thence West along said latter line to the point of beginning, except that part thereof embraced in the South365 feet of the West 395 feet of the Southwest Quarter of the Northwest Quarter of said Section 7 andexcept the easterly 100 feet thereof.Except that part taken for highway purposes by the County of Hennepin as evidenced by Final Certificate,filed May 16, 1985, as Document No. 1652500.Parcel 2:That part of the following described property:The Easterly 100 feet of that part of the South half of the Northwest Quarter, Section 7, Township 29, Range23, beginning at a point in the South line of said Tract 100 feet East of the Southwest corner thereof, thenceNorth 1079.8 feet, thence East parallel to the South line of said quarter section 1041.74 feet; thence Southto center of State Highway No. 63; thence Southwesterly along said center line of State Highway 63 and St.Anthony and Taylor Falls Road to intersection of center line of said road with the South line of said quartersection; thence West along said latter line to the point of beginning,lying Westerly of the following described line and its Southerly extension,Beginning at a point on the North line of the above described Tract, distant 5.50 feet easterly of theNorthwest corner thereof, assumed bearing of said North line is North 89 degrees 24 minutes 53 secondsEast; thence South 01 degree 00 minutes 45 seconds East a distance of 486.65 feet, more or less, to theSouth line of the above described tract and there terminating.Parcel 3:That part of the Northwest Quarter of Section 7, Township 29, Range 23, described as commencing at apoint on the South line of said Northwest Quarter distant 100 feet Easterly from the Southwest corner of saidNorthwest Quarter; thence Northerly parallel with the West line of said Northwest Quarter to the South lineof MURRAY HEIGHTS ADDITION TO MINNEAPOLIS, being the actual point of beginning; thence Southerlyalong said parallel line to a point distant 1079.8 feet Northerly from said South line of the Northwest Quarter;thence on an assumed bearing of North 89 degrees 24 minutes 53 seconds East, parallel with the South lineof said Northwest Quarter a distance of 947.24 feet; thence North 01 degree 00 minutes 45 seconds East tosaid South line of MURRAY HEIGHTS ADDITION TO MINNEAPOLIS; thence Westerly along the lastdescribed line to the point of beginning.All situated in the County of Hennepin and State of Minnesota.Torrens PropertyBeing registered land as evidenced by Certificate of Title No. 10665952501 Lowry Avenue NE,St. Anthony, MN 55418WENCK ASSOCIATES INC.1800 PIONEER CREEK CENTERMAPLE PLAIN MN, 55359SURVEYS BASED ON ALTA/ACSM LAND TITLE SURVEY PREPARED BY PREMIERLAND SURVEYING, LLC, DATED JUNE 6, 2016 AND CERTIFICATE OF SURVEY BYCLARK ENGINEERING DATED MAY 3, 2010.THE VILLAGE LLC1907 WAYZATA BLVD. E. #250WAYZATA, MN 55391DECEMBER 20, 2017TOTAL AREA TO BE PLATTED = 669,816 S.F. (15.38 AC.) ±2501 LOWRY AVENUE NE, ST. ANTHONY, MN 55418EXSTING IMPROVEMENTS AND UNDERLYING PROPERTY INFORMATION ARESHOWN LIGHTLY IN THE BACKGROUND.DRAINAGE AND UTILITY EASEMENTS SHOWN BEING FIVE FEET IN WIDTH ANDADJOINING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH AND ADJOININGREAR LOT LINES, UNLESS OTHERWISE SHOWN.THE VILLAGE LLCDEVELOPMENTDrawn By:Issue Date:Project #:5005-0003RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\SURVEY\5005-0003preplat3.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/20171Issue #Prepared For:XX/XX/XXXX DESCRIPTION ISSUE #Sheet #:Sheet Title:1/25/2018 2:01:51 PMDate:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY REGISTERED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.License #:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGWENCK ASSOCIATES INC.1800 PIONEER CREEK CENTERMAPLE PLAIN MN, 55359C-101PRELIMINARYPLATAccess Easement for futuresite access when BremerBank Site RedevelopsAccess Easement for futuresite access when BremerBank Site RedevelopsNeed to dedicateadditional right ofway fully coversidewalk andboulevard in right ofwayNeed to dedicateadditional right ofway fully cover rightturn lane, sidewalkand boulevard inright of wayNeed corner cutsto accommodateradii, signage, etcwithin theintersectionNeed sighteasement (Note thespelling is sight, notsite) to cover sightdistance forvehicles comingaround the curve173
C-104SITE PLANDrawn By:Issue Date:Project #:5005-0003RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-104 Site Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/20171Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:Sheet Title:1/25/2018 2:04:12 PMDate:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY REGISTERED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.License #:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGSITE ANALYSIS TABLEEXISTING ZONING R1 SINGLE FAMILY RESIDENTIALLOT AREA±669,585 SF (±15.4 AC)TOTAL BUILDING AREA±134,593 SF (20.1%)GREENSPACE SUMMARYIMPERVIOUS AREA (INCL. BLDG AND POND)PROPOSEDPERVIOUS AREABL. 1 LT. 1 - IND. LIVINGPARKING STALLS SUMMARY RAMPPARKWAYBL. 2 LT. 1 - MULTI RES.SETBACK SUMMARYBUILDINGEAST30'WESTNORTHPROPOSED ZONING PUD - PLANNED UNIT DEVELOPMENT20'20'20'SOUTHEAST±378,084 SF (8.68 AC)BL. 1 LT. 2 - AST. LIVINGSOUTHWEST20'INTERNAL0'ADA30TOT4301156145061STANDARDSURFACEADDITIONAL PROOF STALLS37 370TOTAL PARKING COUNTRAMP SURFACE0000±291,501 SF (6.69 AC)8886231447126124358405 273 15 13 706PROPERTY LINESITE LEGENDSETBACK LINEEASEMENT LINEPROPOSED CURB AND GUTTERBITUMINOUS PAVEMENTCONCRETE SIDEWALK PAVEMENT.CONSTRUCTION LIMITSNeed to removeexisting drivewayapron and placefull height curb andgutterNeed to close offmedianLength of Left TurnLane appears tooshort, need toextendWe stronglyencourage parking beremoved within thefunctional area of theintersectionHas autoturn beenrun to determinevehicle movements& radii work?(besides fire trucks)Need to submit turnlane design details(Examples includecross slopes,pavement Designmatching theexisting, striping,signing, storm, etc)174
C-105SITE PLANNORTHDrawn By:Issue Date:Project #:5005-0003RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-105 Site Plan North.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/20171Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:Sheet Title:1/25/2018 2:04:53 PMDate:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY REGISTERED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.License #:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGPROPERTY LINESITE LEGENDSETBACK LINEEASEMENT LINEPROPOSED CURB AND GUTTERBITUMINOUS PAVEMENTCONCRETE SIDEWALK PAVEMENT.321456789101112131415B612 CURB AND GUTTERB612 TIP-OUT CURB AND GUTTERMOUNTABLE CURB AND GUTTER2' WIDE CONCRETE VALLEY GUTTERBITUMINOUS PAVEMENT5' WIDE CONCRETE SIDEWALK6' WIDE CONCRETE TRAIL8' WIDE BITUMINOUS TRAILCONCRETE DRIVEWAY APRONMATCH INTO EXISTING PAVEMENTMATCH INTO EXISTING CURB AND GUTTERMATCH INTO EXISTING SIDEWALKPATCH BITUMINOUS PAVEMENT1617KEYNOTE LEGEND18192021222324252627PARALLEL PARKING STALLS - 22' X 8.5' TYP.STANDARD PARKING STALL - 9' X 18' TYP.ADA PARKING STALLS WITH ACCESS AISLE & CURB RAMPPLAZA - SEE ARCH. AND LANDSCAPE PLANSPATIO - SEE ARCH. AND LANDSCAPE PLANSPROPERTY LINERETAINING WALL W/ RAILING. SEE ARCH. FOR RAILINGFENCE - SEE LANDSCAPING PLANS4" STRIPINGDOG PARKTOT LOT/COMMUNITY AREAADA PEDESTRIAN RAMPGARAGE ENTRANCEBUILDING SETBACKLOT LINEDECORATIVE PAVEMENT SEE LANDSCAPE PLANSRAILING - SEE ARCH. PLANSSTREET LIGHTCROSSWALK2829303132With existing curbbeing integral totravel lanepavement, fullconcrete panelmust be replacedwhen CB is moved.With existing curbbeing integral totravel lanepavement, fullconcrete panelmust be replacedwhen CB is moved.Right of way shouldcover to 1' behindback of sidewalk6' boulevard175
C-106SITE PLANSOUTHDrawn By:Issue Date:Project #:5005-0003RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-106 Site Plan South.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/20171Issue #Prepared For:XX/XX/XXXX DESCRIPTION ISSUE #Sheet #:Sheet Title:1/25/2018 2:33:23 PMDate:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY REGISTERED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.License #:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGPROPERTY LINESITE LEGENDSETBACK LINEEASEMENT LINEPROPOSED CURB AND GUTTERBITUMINOUS PAVEMENTCONCRETE SIDEWALK PAVEMENT.321456789101112131415B612 CURB AND GUTTERB612 TIP-OUT CURB AND GUTTERMOUNTABLE CURB AND GUTTER2' WIDE CONCRETE VALLEY GUTTERBITUMINOUS PAVEMENT5' WIDE CONCRETE SIDEWALK6' WIDE CONCRETE TRAIL8' WIDE BITUMINOUS TRAILCONCRETE DRIVEWAY APRONMATCH INTO EXISTING PAVEMENTMATCH INTO EXISTING CURB AND GUTTERMATCH INTO EXISTING SIDEWALKPATCH BITUMINOUS PAVEMENT1617KEYNOTE LEGEND18192021222324252627282930PARALLEL PARKING STALLS - 22' X 8.5' TYP.STANDARD PARKING STALL - 9' X 18' TYP.ADA PARKING STALLS WITH ACCESS AISLE & CURB RAMPPLAZA - SEE ARCH. AND LANDSCAPE PLANSPATIO - SEE ARCH. AND LANDSCAPE PLANSPROPERTY LINERETAINING WALL W/ RAILING. SEE ARCH. FOR RAILINGFENCE - SEE LANDSCAPING PLANS4" STRIPINGDOG PARKTOT LOT/COMMUNITY AREAADA PEDESTRIAN RAMPGARAGE ENTRANCEBUILDING SETBACKLOT LINEDECORATIVE PAVEMENT SEE LANDSCAPE PLANSRAILING - SEE ARCH. PLANSSTREET LIGHTCROSSWALK3132Right of way shouldcover to 1' behindback of sidewalkwith 6' boulevardRemove curb cutand replace withfull height curb andgutterRemove curb cutand replace withfull height curb andgutterRemove existingmarked crosswalk,without ADA rampsit is out ofcompliance. If acrossing is desired,discuss more withHennepin CountyDiscuss withHennepin Countymaximum widthallowable forprivate entrance.New entranceneeds to meetsight distance(horizontal andvertical)176
C-301GRADINGPLANDrawn By:Issue Date:Project #:5005-0003RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-301 Grading Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/20171Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #:Sheet Title:1/25/2018 2:06:43 PMDate:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY REGISTERED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.License #:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGPROPERTY LINEGRADING LEGENDSETBACK LINEEASEMENT LINEPROPOSED STORM SEWERPROPOSED CATCH BASINPROPOSED MANHOLE1.00%FL=9XXPROPOSED SPOT ELEVATION(ALL ELEVATIONS ARE TO FLOWLINE UNLESSOTHERWISE NOTED)ME=9XXTC=9XXMATCH EXISTING SPOT ELEVATIONTOP OF CURB SPOT ELEVATIONEOF=9XXEMERGENCY OVERFLOW SPOT ELEVATIONHP=9XXHIGH POINT SPOT ELEVATIONPROPOSED RIDGE / VALLEY / BREAKLINEPROPOSED SLOPE ARROWEXISTING STORM STRUCTUREEXISTING STORM SEWEREXISTING CONTOURPROPOSED CONTOUR9XXNOTE: SEE C-501 STORM SEWER PLAN FOR STORM SEWERDESIGN DETAILSFG=9XXFINISHED GRADE SPOT ELEVATIONTW=9XXTOP OF WALL SPOT ELEVATIONBW=9XXBOTTOM / TOE OF WALL SPOT ELEVATIONCONSTRUCTION LIMITSEOF FLOW ARROWRemove existingstructure, extendthe pipe, and placenew structureoutside of curb linewithin entrance.Storm sewerconnection ratesmust not exceedexisting flows.County permitrequired for stormconnection.Need to move CBto new curb lineand remove oldMove pipe runoutside of proposedright of wayMove outside ofproposed right ofwayMove outside ofproposed right ofwayMove outside ofproposed right ofway177
L-100PLANTING PLAN -OVERALL CONCEPTDrawn By:Issue Date:Project #:5005-0003RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\L-101 Planting Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/20171Issue #Prepared For:XX/XX/XXXX DESCRIPTION ISSUE #Sheet #:Sheet Title:1/26/2018 12:42:30 AMDate:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY REGISTERED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.License #:WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.TWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGPLANTING LEGENDOVERSTORY TREEORNAMENTAL TREECONIFEROUS TREECONIFEROUS SHRUBDECIDUOUS SHRUBL - 101L - 103L - 102EXISTING TREEVerify intersectionsight distance toensure sightdistance is notobstructed bylandscapingVerify intersectionsight distance toensure sightdistance is notobstructed bylandscapingVerify horizontalcurve sightdistance to ensuresight distance isnot obstructed bylandscaping178
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
ASSISTED SENIOR LIVING
FFE=923.00
GARAGE=913.00
INDEPENDENT SENIOR LIVING
FFE=927.00
GARAGE=917.00
MULTI-RESIDENTIAL 1
FFE=923.00
GARAGE=912.00
LOBBY AND
COMMON AREA
FFE=923.00
GARAGE=912.00
STORMWATER POND
NWL=912.00
HWL=917.35
STORMWATER POND
NWL=911.00
HWL=915.92
KEN
ZI
E
T
E
R
R
A
C
E (
C
O
U
N
T
Y
R
D 153)STINSON PARKWAY83.4'80.3'78.4'73.1'91'
97.9'22.6'73.9'20'76.3'84.5'66.9'81.9'
4
2
.
5
'
9'
TYP.
22'23.5'23.5'24'15'23.5'10'
18'
9'
TYP.30'10'8.5'8.5'19'TYP.9'TYP.
19'
TYP.
10'
23.5'
2
4
'24'
PATIO
PLAZAPATI
O
PLAZA
PROOF OF
PARKING
37 STALLS
PATIO
22'22'22'22'22'15'8.5'19'TYP.9'
TYP.19'TYP.23.5'
1
2
'
12' WIDE LEFT
TURN LANE
6' WIDE TRAIL
6' WIDE TRAIL
8' WIDE TRAIL
EXISTING TREE
TO REMAIN (TYP.)
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
5' WIDE
SIDEWALK
CONSTRUCTION
LIMITS (TYP.)
CONSTRUCTION
LIMITS (TYP.)
3
0
'
3
0
'
20'
20'20'20'20'
20'
12' WIDE RIGHT
TURN LANE
6
0
'
5
'
DOG PARK
LIGHT POLE
(TYP.)
CROSSWALK
(TYP.)
RETAINING WALL23'C-104
SITE PLAN
Drawn By:
Issue Date:
Project #:5005-0003
RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\c-104 Site Plan.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017
1Issue #Prepared For:XX/XX/XXXX DESCRIPTIONISSUE #Sheet #:
Sheet Title:3/15/2018 9:58:22 AMDate:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
License #:
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR
THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
TWIN CITY AREA: 651-454-0002
TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
SITE ANALYSIS TABLE
EXISTING ZONING R1 SINGLE FAMILY RESIDENTIAL
LOT AREA ±669,585 SF (±15.4 AC)
TOTAL BUILDING AREA ±134,593 SF (20.1%)
GREENSPACE SUMMARY
IMPERVIOUS AREA (INCL. BLDG AND POND)
PROPOSED
PERVIOUS AREA
BL. 1 LT. 1 - IND. LIVING
PARKING STALLS SUMMARY RAMP
PARKWAY
BL. 2 LT. 1 - MULTI RES.
SETBACK SUMMARY BUILDING
EAST
30'
WEST
NORTH
PROPOSED ZONING PUD - PLANNED UNIT DEVELOPMENT
20'
20'
20'
SOUTHEAST
±378,084 SF (8.68 AC)
BL. 1 LT. 2 - AST. LIVING
SOUTHWEST 20'
INTERNAL 0'
ADA
30
TOT
4
30
115
61
4
5
0 61
STANDARD
SURFACE
ADDITIONAL PROOF STALLS 37 37
0
TOTAL PARKING COUNT
RAMP SURFACE
0 0
0
0
±291,501 SF (6.69 AC)
88
86
231
4
4
7
126
124
358
405 273 15 13 706
PROPERTY LINE
SITE LEGEND
SETBACK LINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
BITUMINOUS PAVEMENT
CONCRETE SIDEWALK PAVEMENT.
CONSTRUCTION LIMITS
179
THIS PAGE LEFT INTENTIONALLY BLANK
180
701 Xenia Avenue South | Suite 300 | Minneapolis, MN 55416 | (763) 541-4800
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Equal Opportunity Employer | wsbeng.com
Memorandum
To: Honorable Mayor and City Council
Mark Casey, City Manager
City of Saint Anthony Village
From: Charles Rickart, PE, PTOE, Traffic Engineer
WSB & Associates Inc
Copy To: Breanne Rothstein, Planner & Todd Hubmer, City Engineer
WSB & Associates, Inc.
Date: March 13, 2018
Re: Southern Gateway (The Village LLC) Revised Traffic Study
Supplemental Traffic Information
WSB Project No. 2170-300
A Revised Traffic Study, dated February 19, 2018, was prepared for redevelopment of the
existing 15-acre, 200 unit manufactured home/RV park community located in the northeast
quadrant of the intersection of Kenzie Terrace (CR 153) and Stinson Parkway in the City of St
Anthony. The purpose of the study was to determine the potential transportation impacts from
the redevelopment of the site.
The development was originally proposed to include five, 3 to 5 story multi-unit buildings with a
mix of apartments, senior living, and continuing care uses consisting of approximately 800 units
and; 37, 2- to 3-story townhome units. After input from the public and elected officials, the
development team is now proposing a revised, less intense, development plan. The new plan now
includes 225 market rate apartments; 61 senior living units; and, 128 assisted living units.
The plan including the Traffic Study was presented to the St Anthony Planning Commission on
February 26, 2018. One of the comments received from the public at the meeting was concerning
the possible traffic impacts specifically on NE 27th Avenue north of the site adjacent to St.
Charles Borromeo School.
The propose of this memo is to provide additional information on the expected traffic conditions
and impacts on NE 27th Avenue.
The existing AM and PM peak hour turning movement and daily counts were conducted during
the week of October 10th, 2016 for the intersections and roadways surrounding the site including
the intersection of Stinson Parkway at NE 27th Avenue. The existing traffic volumes were
shown on Figure 4 and Figure 5 from the study.
181
Projected traffic volumes were prepared by adding the projected annual background traffic
growth (non-site related traffic) of 0.15% per year to the existing 2016 traffic counts to
determine the 2030 No-Build traffic conditions.
The proposed development traffic was then added to the no-build traffic conditions based on the
anticipated area traffic distribution to determine the 2030 Build traffic conditions. Table 2 and
Figures 6 – 11 in the study shows the Site Traffic Generation and the projected 2030 no-build
and 2030 build traffic volumes. Table 1 below shows a summary of the existing and projected
traffic volumes on Stinson Parkway and NE 27th Avenue.
Table 1 – Traffic Volume Summary
Location
Existing 2016 2030 No-Build 2030 Build 2040
ADT ADT AM
Peak
PM
Peak ADT AM
Peak
PM
Peak ADT AM
Peak
PM
Peak
Stinson Pkwy –
North of NE 27th Ave 6,000 469 600 6,150 481 617 6,350 495 633 7,250
NE 27th Ave –
West of Stinson Pkwy 1,200 127 95 1,230 134 101 1,260 138 106 1,300
NE 27th Ave -
East of Stinson Pkwy 1,000 126 81 1,025 132 87 1,025 132 87 1,100
Assuming the existing and projected traffic conditions an operations analysis was completed to
determine the anticipated impacts both the no-build and build conditions would have on the
roadway system. Based on the analysis it was determined that no changes to the existing
roadway or traffic control would be required to accommodate the existing or projected traffic
volumes.
It was also suggested, by the public, that a one-way system be considered for NE 27th Avenue.
This was reviewed and the following conclusions were made:
• The traffic volumes in the area would not change by converting the roadway to a one-
way. The volumes would just be re-distributed to other roadways, increasing volumes on
some of them.
• There is no good alternative route for eastbound (or westbound) traffic west of Stinson
Parkway.
• Enforcement of ‘wrong-way” vehicles becomes an issue with low volumes and several
access’s.
Based on these conclusions and the fact that the traffic volumes and operations analysis does not
support any improvements, no changes to the recommendations in the Traffic Study should be
considered.
If you have any further questions need any additional information, please contact me at (612)
360-1283 or crickart@wsbeng.com.
182
CITY OF ST. ANTHONY VILLAGE
STATE OF MINNESOTA
RESOLUTION 18-031
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ST. ANTHONY,
STATE OF MINNESOTA, IN SUPPORT OF THE "MAYOR'S CHALLENGE FOR
WATER CONSERVATION"
WHEREAS, the City of St. Anthony, and the state of Minnesota continue to explore ways
to manage residential consumption of water and power, and to inspire its
residents to care for our natural resources; and
WHEREAS, cities can engage in efforts to inspire their own communities, as well as their
neighboring cities, to become better environmental stewards; and
WHEREAS the seventh annual National Mayor’s Challenge for Water Conservation
presented by the Wyland Foundation and Toyota, with support from the U.S
EPA WaterSense, The Toro Company, National League of Cities, Conserva
Irrigation, and Earth Friendly Products (makers of ECOS), is a healthy, non-
profit competition for cleaner communities and a water use and pollution
reduction competition between our cities; and
WHEREAS, with the encouragement of their Mayors, residents may register their
participation in their city's Challenge, online, by making simple pledges to
decrease their water use and to reduce pollution for the period of one year,
thereby assisting their cities to apply State and Federal water conservation
strategies and to target mandated reductions; and
WHEREAS, from April 1- 30, 2018, the City of St. Anthony wishes to inspire its residents
and its neighboring communities to take the "Wyland Mayor's Challenge for
Water Conservation" by making a series of online pledges at
mywaterpledge.com to reduce their impact on the environment and to see
immediate savings in their water, trash, and electricity bills;
NOW, THEREFORE, THE MAYOR AND CITY COUNCIL MEMBERS OF THE CITY OF
ST. ANTHONY, MINNESOTA, DO HEREBY RESOLVE, DECLARE AND DETERMINE
AS FOLLOWS:
SECTION 1. That the city of St. Anthony agrees and supports the "Wyland Mayor's Challenge
for Water Conservation" emphasis.
SECTION 2. That the program is to be implemented from April 1- 30, 2018, through a series of
communication and outreach strategies, whether new or existing, to encourage St. Anthony
residents to take the cnservation "Challenge."
183
SECTION 3. That this resolution shall be effective immediately.
BE IT FURTHER RESOLVED THAT that the City Clerk shall certify to the passage and
adoption of this resolution; shall cause the same to be entered among the original resolutions
of the City; and shall make a minute of the passage and adoption thereof on the records of the
proceedings of the City Council for the meeting at which the same is passed and adopted.
Adopted this 27th day March, 2018.
_____________________________
Jerome O. Faust, Mayor
ATTEST:____________________________
Nicole Miller, City Clerk
Reviewed for administration: ______________________________
Mark Casey, City Manager
184
2017 St. Anthony
Police Department
Annual Report
Jon Mangseth
Police Chief
Department Summary
Department Strength
•23 -Full Time Police
Officers (8 contract)
•14 -Volunteer Reserve
Officers
•1 -Full Time Community
Service Officer
•2 -Full Time Civilian
Support Staff
•1 -Part Time Civilian
Support Staff
Department Fleet
•7 -Marked Squads
•1 -Marked Reserve
Unit
•1 -Marked CSO Unit
•5 -Unmarked Units
185
St. Anthony Part I Crimes
St. Anthony Part II Crimes
186
Calls for Service
Patrol Review
•846 citations issued for
moving violations
177 Speed
40 Stop Sign
77 Semaphore
•597 Verbal Warnings
•65 citations issued for
non-moving violations
•371 arrests
•1 retirement
Recognized with the State
Commissioners Award for “Towards
Zero Death” safety initiative
187
Investigation Review
•Total Criminal Cases 435
•Total Cases Cleared 185
•Total Cases Cleared by Arrest 133
•Total Cases Cleared by Other 52
•CLEARANCE RATE 43%
Education Summary
•The Police Department completed 2043 hours of training
(excluding SWAT); Training included:
–Promoting Fair & Impartial Public Safety
–Procedural Justice Training
–Crisis Intervention Training
–Emergency Vehicle Operation
–Body Worn Camera Implementation
–Legal Updates & Case Law
–TEMPO/EMR Medical Training
–Leadership Development
188
Police Reserves
•Events: 59 Hours
•Training: 128 Hours
•Patrol: 1486 Hours
•Adm/Training: 425 hours
•Total –2098 Hours
•Eagle Award
–Panning
Social Media
In September, we launched
3 police department social
media sites:
•Facebook
•Twitter
•Instagram
189
Community Engagement
•MN Night to Unite –44 block parties
•Cops versus Kids Basketball
•7th Summer Survival School
•Started Coffee with a Cop
Community Engagement
•Walk/Bike to School Day
•Community Services
Halloween Party
•Special Olympics
•Attended many school &
community events
190
Progress Report
–All Personnel attended Implicit Bias Training –September 2016
–Department actively involved in the Government Alliance on
Race and Equity (GARE) -Current
–All personnel attended Fair and Impartial Policing Training –
September 2017
–Two officers trained as Fair and Impartial Policing instructors –
September 2017
–All personnel attended Procedural Justice Training –November
2017
–Command Staff attended Police Executive Research Forum
(PERF) Integrated Communication Assessment and Tactics
Training and Implementation (ICAT) seminar –November 2017
Progress Report
–Department personnel have attended and actively engaged in
numerous community conversation events surrounding topics such as
race, equity, and inclusion.
–Shift in culture to more accurately reflect our focus on traffic safety.
–Complaint and Commendation forms made more accessible via our
website.
–Strategic Planning process initiated with DOJ personnel on site –
January 2018
–Began work with a Senior Research Scientist to create programming to
allow for police department personnel to access data in real -time –
January 2018.
–All personnel attended Crisis Intervention Training –February 2018
–Two police officers recently certified as Procedural Justice instructors –
March 2018.
191
What’s On Deck
–Two peer-to-peer site visits planned of other police agencies and
communities who have been identified as having innovative and
successful COP programs –Early 2018.
–Seven additional in-person technical assistance, training and
professional development sessions with DOJ personnel –
through August 2018.
–Develop our strategic plan with input from police department
personnel and the community –2018.
–Body Worn Camera Program fully implemented –mid 2018.
–Upgrade of squad car cameras to a high definition system that
will work in concert and continuity with the Body Worn Cameras -
mid 2018.
–Engaging the community in assisting us as we work together to
improve the department and improve public safety –continuous.
Stay Connected
–Updates provided via the St.
Anthony Village website. Sign
up to be “Notified.”
–Email us at
police@savmn.com
–Attend future Open Houses
and other community
meetings
–Call us at 612-782-3350 to
arrange for a meeting via
phone or in person
192
This report can be viewed online at:
www.savmn.com
193
THIS PAGE LEFT INTENTIONALLY BLANK
194
Date Type Staff Present
April 10 Regular
Planning Commission Items from March
Quarterly Donations & Grants
Public Works Annual Report
2018 Planning Commission Work Plan-(motion only)
Spirit of St. Anthony Award
City Council
City Manager
Public Works Director
April 24 Regular
Arbor Day Proclamation
1st Quarter Goals Update
2018 Street Project Approve Sale of Bonds
Finance Annual Report
Public Hearing-Budget Calendar
Students in Governement Presentation
City Council
City Manager
City Planner
Finance Director
May 8 Regular
Planning Commission items from April
Chamber of the Year and Business of the Year
Public Hearing & Res-Approving Draft Comp Plan, submit to Met Council & Authorizing
Adjacent Community Review
City Council
City Manager
May __Special
5:00 p.m.Tour of the City City Council
City Manager
May 22 Regular
Salo Park Concert Series
Insurance Renewal
Tort Limits - Consent
Approval of 2019 Street & Utility Recon Feasibility Study & Order Final Plans and Specs
City Council
City Manager
City Engineer
May 29 Special
5:30 p.m.Joint Meeting with School Board City Council
City Manager
June 11 Special
5:30 p.m.Joint Meeting with Park Commission City Council
City Manager
June 12 Regular Planning Commission Items from May City Council
City Manager
June 26 Regular Audit Presentation City Council
City Manager
Finance Director
FUTURE COUNCIL AGENDA ITEMS
2018
195
Date Type Staff Present
FUTURE COUNCIL AGENDA ITEMS
July 10 Regular
Planning Commission items from June
Quarterly Donations & Grants
Quarterly Goals Update
City Council
City Manager
July 24 Regular
Night to Unite Presentation
Night to Unite Proclamation
Liquor Operations Mid Year Report
VillageFest Presentation
City Council
City Manager
Police Chief
Liquor Op Mgr
July 31 Special
5:30 p.m.Joint Meeting with School Board City Council
City Manager
August 14 Regular
8:00 p.m.
Planning Commission items from July
SANB #282 Presentation
City Council
City Manager
August 28 Regular Budget Presentation
City Council
City Manager
Finance Director
September 11 Regular
Planning Commission items from August
Commissioner Mary Jo McGuire
2019 Preliminary Operating Budget and Levy-Public Hearing
Kiwanis Peanut Day
City Council
City Manager
Finance Director
September 25 Regular Fire Prevention Presentation
City Council
City Manager
Fire Dept
October 9 Regular
Planning Commission items from September
Quarterly Donations & Grants
Certification of Delinquent Utility Accounts-Consent Agenda
Certification of Delinquent Waste Hauler Accounts-Consent Agenda
City Council
City Manager
October 23 Regular City Council
City Manager
October 30 Special
5:30 p.m.Joint Meeting with School Board City Council
City Manager
November 13 Regular Planning Commission items from October
1st Reading Water, Sewer, & Stormwater
City Council
City Manager
196
Date Type Staff Present
FUTURE COUNCIL AGENDA ITEMS
November 27 Regular
Fire Prevention Poster Winners
Water Conservation Poster Winners
2nd Reading Water, Sewer, & Stormwater
City Council
City Manager
Fire Dept
Public Works Director
December 11 Regular
Planning Commission items from November
Appoint Parks and Planning Commissioners and Chair/Vice Chairs
Setting Salary of City Manager
Authorizing Transfers & Closing of Specified Funds
Setting the 2019 City & HRA Budgets and Final Property Tax Levy -Public Hearing
Final Reading Water, Sewer, & Stormwater
2019 Fee Schedule
2019 Street Project Approve Plans & Specifications, Authorize Advertisement for Bids
City Council
City Manager
Finance Director
City Engineer
December 26 Regular
City Council
City Manager
January 8 Regular
Planning Commission items from December
Housekeeping Resolutions
Resolution for the Street Improvement Bond Reimbursement
Quarterly Donations & Grants
City Council
City Manager
January__Special
9:00 a.m.Goal Setting
City Council
City Manager
Dept Heads
January__Special
8:30 a.m.Goal Setting
City Council
City Manager
Dept Heads
January 22 Regular 2019 Parks Commission Work Plan- (motion only)
City Council
City Manager
February 12 Regular
Planning Commission items from January
2019 Street Project Call for Hearing on Improvements, Call for Hearing on Assessments,
Order Preparation of Assessments
Snow Plowing presentation
City Council
City Manager
City Engineer
Public Works Director
February 26 Regular Administration Annual Report
Adoption of Strategic Plan
City Council
City Manager
March 12 Regular
Planning Commission Items from February
Presentation from Ramsey County Sheriff Jack Serier
Liquor Annual Report
Fire Annual Report
Liquor License Renewals
GreenCorp Member application-resolution
City Council
City Manager
Fire Dept
Liquor Op Manager
2019
197
Date Type Staff Present
FUTURE COUNCIL AGENDA ITEMS
March 26 Regular
2019 Street Project Public Hearing, Order Improvements, Adopt & Confirm Assessments,
Award Contract for Construction, Call for Sale of GO Bonds
Police Annual Report
Senator Laine Legislative Update
Resolution in support of Mayor's Challenge for Water Conservation
City Council
City Manager
Police Dept
City Engineer
198
Statement by Perry Thorvig, 3112 Townview Ave. St. Anthony, MN 55418
Lowry Grove Development, March 27, 2018
Mayor and Council Members,
Last fall I appeared before you and addressed a number of issues. Most of
those have been resolved. Tonight, I want to address three issues.
First, I concur with the recommendations of our planning commission except for
the additional setback along the east property line. I disagree with my friends
from the Kenzington who requested and received an additional setback
recommendation from the planning commission. The Kenzington folks have a
taller building and are only about 20 feet off the property line. It is
unreasonable for them to ask for a setback up to four times what they have in
their building. The staff support of their request was arbitrary and is not backed
up by any, I repeat ANY, logical or practical explanation.
Fortunately, the revised site plan (3/19/2018) setback does not fully comply
with the planning commission recommendations. The architects have been able
to increase one setback from 65' to 83' on the north wing of the east building.
The south wing is only set back three more feet from 70 to 73 feet.
I agree with this solution. If both wings had been pushed to the west by a full
20', the road would have had to be shifted to the west resulting in a loss of
about 30 parking spaces in the general rental building south of the road.
You need to change the wording in your resolution to state
that the setbacks be as shown in the revised site plan dated
3/19/2018.
Second, the St. Anthony code requires new developments to dedicate open
space to the city for additional park space or to pay a fee in lieu of dedication.
Dedication of land means that the land is given to the city at no cost so that park
facilities can be developed to satisfy the need generated by the new
development. The city's subdivision regulations suggest a 10% of lot area
dedication. That means that the lot gets smaller and the density increases
because part of the original parcel is no longer in control of the developer.
In this case, the developer doesn't propose any dedication or conveyance of
land. They want to make a payment instead of dedication. BUT, they want the
city to give them a monetary credit for development costs of the path around
their buildings against the park dedication fee that they would normally have to
pay. This is what I would call creative financing. I checked with a former
colleague of mine in a large suburban community who said that they do not
allow this kind of circumvention of the payment in lieu requirements.
I haven't checked the new comprehensive plan draft to see if there is a
suggested city trail through this project. (Wouldn't that be a coincidence?) But,
I think it is a real stretch to think that this path around the buildings is going to
be perceived by the public as "public" open space. Why would anybody walk
around the buildings when they can walk down a much more inviting Stinson
Parkway? Don't allow the developer to get away this proposal to avoid paying
park dedication fees.
You need to add an additional resolved statement that reads
as follows: Notwithstanding the recommendation of the
parks commission, the expenses incurred in the construction
of the 8' walkway will not be credited against normal park
dedication fees for this project.
Finally, there is the issue of affordable housing. It is clear that the city has a
policy to provide affordable housing, but does not have an ordinance requiring
affordable units to be included in developments. That might be on purpose or
an oversight. I also note that staff has not provided any information of record
on how you might assure the development of affordable housing in this project.
Why haven't they? You have had workshops and presentations, but no
ordinance or implementation. Why not? In any case, I support the position of
Mr. Jack Cann. It's time for the city to quit stalling and require affordable
housing.
You need another resolved statement requiring affordable
housing units in this subdivision.
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