2020.02.04 Council Meeting Packet
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Posted: January 31, 2020
City Council Meeting Schedule
Tuesday, February 4, 2020
Time Type of meeting Location
6:30 p.m.
City Council Work Session to discuss:
West Metro Fire-Rescue District quarterly update
Environmental Quality Commission polystyrene
recommendation
Constituent issues
New business
Announcements
Conference Room A
7:00 p.m. City Council Meeting Council Chambers
Immediately
following City
Council meeting
Economic Development Authority Work Session to discuss:
2019 Annual Report
2020 EDA Work Plan
Conference Room A
Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at
(763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Posted: January 31, 2020
City Council
Work Session Agenda
February 4, 2020
6:30 p.m.
Conference Room A
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter,
the work session of the Crystal City Council was held at ______ p.m. on February 4, 2020 in
Conference Room A, 4141 Douglas Dr. N., Crystal, Minnesota.
I. Attendance
Council Members Staff
____ Budziszewski ____ Norris
____ Deshler ____ Therres
____ Kiser ____ Gilchrist
____ LaRoche ____ Serres
____ Parsons
____ Adams
____ Banks
II. Agenda
The purpose of the work session is to discuss the following agenda items:
1. West Metro Fire-Rescue District quarterly update.
2. Environmental Quality Commission recommendation regarding polystyrene.
3. Constituent issues update. *
4. New business.*
5. Announcements.*
III. Adjournment
The work session adjourned at ______ p.m.
*Denotes no supporting information included in the packet.
Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531-
1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.
1
West Metro Fire-Rescue District
Crystal Council Update January 21, 2020
ADMINISTRATION/OPERATIONS REPORT
Sarah Larson, Fire Chief
Preliminary 2019 Data
2
Calls for Service (2019 Preliminary)
January 1 – December 31, 2019 Total Calls for Service 2017 Estimated fire loss $$2,398,754
Crystal 830
New Hope 1097
Mutual Aid 81
January 1 – December 31, 2018 Total Calls for Service 1856 Estimated fire loss $632,167
Crystal 820
New Hope 973
Mutual Aid 57
January 1 – December 31, 2017 Total Calls for Service 1922 Estimated fire loss $588,517
January 1 – December 31, 2016 Total Calls for Service 1573 Estimated fire loss $1,637,094
January 1 – December 31, 2015 Total Calls for Service 1514 Estimated fire loss $657,914
January 1 – December 31, 2014 Total Calls for Service 1663 Estimated fire loss $1,861,162
January 1 – December 31, 2013 Total Calls for Service 1448 Estimated fire loss $357,182
January 1 – December 31, 2012 Total Calls for Service 1349 Estimated fire loss $169,900
January 1 – December 31, 2011 Total Calls for Service 1638 Estimated fire loss $318,749
Crystal Significant Fires
05/24/2019 Apartment Fire 7700 Block of 36th Avenue North
06/13/2019 House Fire 5700 Block of Yates Avenue North
06/14/2019 (2) Garage Fires 4200 Block of Welcome Avenue North
10/16/2019 House Fire 4800 Block of Hampshire Avenue North
11/26/2019 Business Fire 5600 Block of 56th Avenue North
12/4/2019 Garage Fire 4300 Block of Welcome Avenue North
12/31/2019 House Fire 6500 Block of 62nd Avenue North
Major Apparatus Report
The District is in the process of developing a report outlining options for the replacement of their major
apparatus.
Food Drive
Our 9th annual “Firefighters Fighting Hunger” Food Drive collected 2,641 pounds of food and $5,625.00 for
The Food Group & PRISM. According to The Food Group, that’ll provide nearly 13,000 meals to those in need.
To date, we have collected 11,444 pounds of food and $51,149 in cash for a total of 111,834 meals since we
started our food drive in 2011.
30 WM firefighters, auxiliary and family members started the day with a pot -luck brunch and then spent the
day food driving at 6 local grocery stores (Almsted’s, Aldi, Target, New Hope HyVee, Crystal Cub & Plymouth
Cub).
Normally we only collect for The Food Group but this year a meal delivery truck from Serenity Village
Community Church in Crystal stopped by with a delivery of 446 pounds of fresh perishable food. The Food
Group was closed for the weekend so a firefighter family member made arrangements to have the perishable
food stored in the refrigerated cooler at his employer (Almsted’s in Crystal) until Monday when arrangements
were made to deliver it to PRISM food shelf in Golden Valley for immediate distribution.
3
Truck -or-Treat Halloween Safety Event
For the 5th year, we promoted Halloween safety in both cities by staffing all 3 stations and having crews out in
the neighborhoods in our “small rigs.” We again handed out close to 2000 glow sticks.
2019 Public Events
Here is a list of many of the events we participated in 2019:
Blood pressure checks for Crystal City Staff at the All City Coffee Break in February
Early Childhood Family Education (ECFE) First Aid & Fire Safety training for the new parents at the New
Hope Learning Center
Firefighters Fighting Hunger Food Drive
A station tour and truck ride for the winners of this “Tour & Ride” silent auction item at a Good
Samaritan fundraiser
The Bike Rodeo at Sonnesyn Elementary
The Tower was at the Crystal Little League Opening Day
ECFE Spring Party
Sonnesyn Elementary School Carnival
Forest Elementary School Carnival
The Tower to the Crystal Library for the May 18 Human Resource Commission event
A station tour and truck ride for the winners of this “Tour & Ride” silent auction item at a Neill
Elementary fundraiser
The Vehicle Fair at CCC
EMS support at the Cooper High School Graduation
Pub-Ed event at Juntos Daycare
Young Mudder at Lions Valley Place Park
Pub-Ed event at a 34th Avenue Neighborhood party
Airport Open House
An Engine was in the procession for the West Metro Torch Run as it passed through New Hope
Duk Duk Daze
o Fireworks both nights
o Kiddie Parade
o Truck and Hose Demo
o Daytime EMS Standby Crew
West Metro Fire Open House
Crystal Frolics
o Fireworks both nights
o Water-ball
o Honor Guard at Opening Ceremony
Wet & Wild Water Day
New Hope Lions Corn Feed
National Night Out / Night 2 Unite
Serenity Church Village Fest
New Hope Safety Camp
New Hope Church Picnic
NowMart FUNdraiser and Grand Opening
New Hope Garden Apartments NNO Event
Midland Shopping Center Kids Fest
4
Neill Elementary Fire Safety Demo
TMS Johnson Concert EMS and Fireworks Standby crew
2700 Block Party
9-11 “Day of Remembrance” events at ALL of the schools in New Hope and Crystal
Brunswick Church Fall Fun Fest
Cavell Neighborhood Party
Yates Block Party
Trick or Trot with New Hope Park & Rec
Trunk or Treat at Holy Nativity Church
Trunk or Treat at Cornerstone Church
Cavanaugh Neighborhood Halloween Party
The West Metro Fire Halloween Safety Event
Tower and Crew assisted BPFD during the Funeral of Police Officer Emily Krob
Fire Safety Presentation to New Hope ECFE
Bell Ringing for the Salvation Army at Hy-Vee and Crystal Cub
Fire Prevention Education
We were very busy conducting fire safety programs in elementary schools in the District this past October and
November. In the fall we teach fire safety in kindergarten thru 2 nd grade. The programs are developed
specifically for each grade level. These programs grow from grade level to grade level. Below is a list of
schools we visited:
Sonnysen Elementary School
RSI Elementary School
Neil Elementary School
Meadow Lake Elementary School
Forest Elementary School
Beacon Academy
Each school is dedicated one full week so that they can schedule their individual classrooms. We reached out
to roughly 2,160 kid’s ages K-2nd grade.
Blood Drive s
West Metro held 4 blood drives in Crystal during 2019 that collected 82 units of blood.
February = 20
May = 17
August = 27
December = 18
Retirement / Resignation
We had 2 retirements/resignations in 2019, Firefighter Karsten Nelson retired with 20 years of service and
Firefighter Ryan Sodd resigned with 18+ years of service.
Home Safety Survey Program
We completed 41 Home Safety Survey’s in 2019, 23 of those were in Crystal.
5
2019 General Operating Budget
The general operating budget is tracking to come in on budget. Part-time wages are over budget but this
is being offset by grants and reimbursements from the state.
2019 Capital Projects Completed
Purchased Computers and Pagers Budget $20,000 Expenditure $10,362
Station 1 and 2 Extractor/Dryer Budget $40,000 Expenditure $42,325
Turnout Gear Budget $37,000 Expenditure $35,244
Installed Station 2 Signage Budget $0 Expenditure $3,540
Radio Encryption Budget $40,000 Expenditure $37,707
(2) AEDs Automatic External Defibrillators Budget $2,500 Expenditure $2,227
(2) Staff Vehicles Budget $95,000 Expenditure $93,995
Total $234,500 $225,400
2020 Planned Capital Projects
Computers/Pagers $20,000
SCBA $450,000
Station 1 Breathing Air Compressor $25,000
Turnout Gear $40,000
AED’s $2,500
Staff Vehicle $55,000
Total $592,500
Page 1 of 3
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
City Council Meeting Agenda
Tuesday, February 4, 2020
7 p.m.
Council Chambers
The city manager’s comments are bolded.
1. Call to Order, Roll Call and Pledge of Allegiance
2. Approval of Agenda
The Council will consider approval of the agenda.
3. Appearances
3.1. West Metro Fire-Rescue District Chief Larson will present the Chief’s Commendation to John
Nelson. *
4. Consent Agenda
The Council will consider the following items, which are routine and non-controversial in nature, in a
single motion:
4.1. Approval of the minutes from the following meetings:
a. The City Council meeting on January 21, 2020.
b. The City Council work session on January 21, 2020.
4.2. Approval of the list of license applications submitted by the city clerk to the City Council, a list
that is on file in the office of the city clerk.
4.3. Approval of a resolution accepting the following donations:
a. $500 from Crystal Lions for Becker Park Playground.
b. $500 from Crystal Lions for Crystal Police Explorers.
c. $452.90 from donation boxes for Crystal Police K9 Unit.
4.4. Approval of a temporary on-sale liquor license for the Cheers to Crystal event on March 20,
2020 at the Crystal Community Center, submitted by Crystal Fund for Community Progress, Inc.
4.5. Approval of a resolution appointing election judges for the 2020 Presidential Nomination
Primary Election.
Crystal City Council Meeting Agenda
February 4, 2020
Page 2 of 3
5. Open Forum
(The City Council appreciates hearing from citizens about items of concern and desires to set aside
time during each meeting for Open Forum. To provide ample opportunity for all, speaking time is
limited to three minutes and topic discussion is limited to ten minutes. The Mayor may, as presiding
officer, extend the total time allowed for a topic. By rule, no action may be taken on any item
brought before the Council during Open Forum. The Council may place items discussed during Open
Forum onto subsequent council meeting agendas.)
6. Public Hearing
6.1. The Mayor will open a public hearing to receive comment, and the Council will consider a
resolution vacating drainage and utility easements at 3501 Douglas Drive North.
Hampton Companies is purchasing six parcels to consolidate into a single site for development
of a 32-unit assisted living facility. Before approving the lot consolidation plat, the existing
drainage and utility easements on the three underlying plats must be vacated. After holding
the public hearing, recommend adoption of the resolution vacating the easements.
7. Regular Agenda
7.1. The Council will consider approval of disbursements over $25,000 submitted by the finance
department to the city council, a list that is on file in the office of the finance department.
Recommend approval of disbursements over $25,000.
7.2. The Council will consider a resolution for a lot consolidation plat for 3501 Douglas Drive North.
Hampton Companies is purchasing six parcels to consolidate into a single site for development
of a 32-unit assisted living facility. Recommend adoption of the resolution approving the lot
consolidation plat ‘Suite Living of Crystal’.
7.3. The Council will consider the second reading of an ordinance rezoning 3501 Douglas Drive North
to Planned Development for a proposed Hampton Companies 32-unit assisted living facility and
resolution authorizing summary publication of the ordinance.
At its January 21 meeting the City Council approved the first reading of an ordinance
approving rezoning the property at 3501 Douglas Drive for the project proposed by Hampton
Companies which includes demolition of the existing office building and house and
construction of a new, 32-unit, 21,000 sq. ft. assisted living and memory care facility.
Recommend approval of the second reading and adoption of the rezoning ordinance and
adoption of the resolution approving summary publication of the ordinance.
Crystal City Council Meeting Agenda
February 4, 2020
Page 3 of 3
8. Announcements
a. The City Council will hold a work session on Thursday, February 13 at 6:30 p.m. in Conference
Room A at City Hall.
b. City offices will be closed on Monday, February 17 for the Presidents’ Day holiday.
c. The next Citizen Input Time is Tuesday, February 18 at 6 p.m. in Conference Room A at City Hall.
d. The next City Council meeting is Tuesday, February 18 at 7 p.m. in the Council Chambers at City
Hall.
e. The Crystal Business Association meets Wednesday, February 19 at 8:30 a.m. at St. Therese, 8000
Bass Lake Road, New Hope.
f. The public is invited to participate in a workshop to review Hennepin County’s Bottineau corridor
planning efforts on Thursday, February 20 from 6-8 p.m. at Robbinsdale City Hall.
g. Due to the Presidential Nomination Primary election on March 3, the March City Council
meetings are March 10 and 24, at 7 p.m. in the Council Chambers at City Hall.
h. The Bowling for K9 Officer Leo fundraiser is Sunday, March 15, 10:30 a.m. – 2 p.m. at the New
Hope Bowl.
i. The second annual Cheers to Crystal fundraiser is Friday, March 20, 6 – 9 p.m.at the Community
Center. Tickets are available at www.cheerstocrystal.com.
j. Local organizations are invited to lead the pledge at City Council meetings; contact city staff for
information.
k. City Council meetings and work sessions are open to the public. Current and previous meetings
are available for viewing and listening at www.crystalmn.gov.
9. Adjournment
* Denotes no supporting information included in the packet.
Have a great weekend; see you at Tuesday’s meeting.
Crystal City Council meeting minutes Jan. 21, 2020
Page 1 of 5
1.Call to Order
Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on
Jan. 21, 2020 at 7 p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N. in Crystal,
Minnesota. Mayor Adams called the meeting to order.
Roll Call
Mayor Adams asked the city clerk to call the roll for elected officials. Upon roll call, the following
attendance was recorded:
Council members present: Banks (departed at 8:10 p.m.), Budziszewski, Deshler, LaRoche, Parsons and
Adams.
Absent: Kiser.
City staff present: Assistant City Manager/Human Resources Manager K. Therres, City Attorney
T. Gilchrist, Community Development Director J. Sutter, City Planner D. Olson, Engineering Project
Manager M. Cyert, Recreation Director J. Elholm, Police Chief S. Revering and City Clerk C. Serres.
Pledge of Allegiance
Mayor Adams led the Council and audience in the Pledge of Allegiance.
2.Approval of Agenda
The Council considered approval of the agenda.
Moved by Council Member Banks and seconded by Council Member Parsons to approve the agenda.
Motion carried.
3.Appearances
3.1 Chief Revering introduced K9 Officer Selin and K9 Leo.
4.Consent Agenda
The Council considered the following items, which are routine and non-controversial in nature, in a
single motion:
4.1 Approval of the minutes from the following meetings:
a.The City Council meeting on January 7, 2020.
b.The City Council work session on January 7, 2020.
4.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list
that is on file in the office of the city clerk.
4.3 Approval of Resolution No. 2020-10, adopting the City Council rules.
4.4 Approval of Resolution No. 2020-11, establishing an Absentee Ballot Board for the 2020
Presidential Nomination Primary election.
4.5 Approval of Resolution No. 2020-12, rescinding no parking restrictions on a portion of West
Broadway Avenue.
4.1 (a)
Crystal City Council meeting minutes Jan. 21, 2020
Page 2 of 5
Moved by Council Member Deshler and seconded by Council Member LaRoche to approve the
consent agenda.
Motion carried.
5. Open Forum
No public comment was given during open forum.
6. Public Hearing
6.1 Mayor Adams announced the purpose of the public hearing:
To receive comment and Council consideration of a resolution vacating the alley south of
6023 42nd Avenue North.
City Planner Dan Olson addressed the Council.
Mayor Adams opened the public hearing for testimony. The following person addressed the
Council:
• Jeremy Martineau of 4161 Adair Ave. N. inquired about taxes pertaining to the alley.
There being no one else wishing to appear before the Council to give testimony, Mayor Adams
declared the public hearing closed.
Moved by Council Member Deshler and seconded by Council Member Budziszewski to adopt the
following resolution:
RESOLUTION NO. 2020 – 13
RESOLUTION VACATING AN ALLEY WITHIN THE
PLATS OF BOUCHARD’S ADDITION AND GLENWOOD MANOR
Voting aye: Banks, Budziszewski, Deshler, LaRoche, Parsons and Adams.
Absent, not voting: Kiser.
Motion carried, resolution declared adopted.
7. Regular Agenda
7.1 The Council considered approval of disbursements over $25,000 submitted by the finance
department to the city council, a list that is on file in the office of the finance department.
Moved by Council Member LaRoche and seconded by Council Member Budziszewski to approve
the list of disbursements over $25,000.
Voting aye: Banks, Budziszewski, Deshler, LaRoche, Parsons and Adams.
Absent, not voting: Kiser. Motion carried.
7.2 The Council considered approving a site plan for a proposed Tumble Fresh Laundry at 6023 42nd
Avenue North.
City Planner Dan Olson and Police Chief Stephanie Revering addressed the Council. Linn
Companies CEO Stephen Linn and President/General Counsel Ken Rohlf also addressed the
Council. Kim Barritt of 4171 Adair Ave. N. addressed the Council, regarding fencing/barrier
4.1 (a)
Crystal City Council meeting minutes Jan. 21, 2020
Page 3 of 5
screens at Tumble Fresh.
Moved by Council Member Parsons and seconded by Council Member Budziszewski to approve
the site plan review subject to the findings and conditions outlined in the staff report.
By roll call and voting aye: Parsons, Adams, Budziszewski, Deshler and LaRoche.
Voting nay: Banks.
Absent, not voting: Kiser. Motion carried.
7.3 The Council considered the first reading of an ordinance rezoning 3501 Douglas Drive North to
Planned Development for a proposed Hampton Companies 32-unit assisted living facility.
City Planner Dan Olson addressed the Council. Hampton Senior Care of Crystal CEO Joel Larson
also addressed the Council.
Moved by Council Member LaRoche and seconded by Council Member Budziszewski to adopt the
following ordinance, the reading of which was dispensed with by unanimous consent:
ORDINANCE NO. 2020 – 01
AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR
HAMPTON COMPANIES LOCATED AT 3501 DOUGLAS DRIVE NORTH
FROM COMMERCIAL (C) AND LOW DENSITY RESIDENTIAL (R-1)
TO COMMERCIAL (C) – PLANNED DEVELOPMENT
And further, that the second and final reading will be held on February 4, 2020.
Voting aye: Budziszewski, Deshler, LaRoche, Parsons and Adams.
Absent, not voting: Banks and Kiser. Motion carried.
7.4 The Council considered a resolution approving a conditional use permit and variances for a
proposed telecommunications tower at 3200 Vera Cruz Avenue North.
City Planner Dan Olson addressed the council.
Moved by Council Member Parsons and seconded by Council Member LaRoche to adopt the
following resolution:
RESOLUTION NO. 2020 – 14
RESOLUTION APPROVING A CONDITIONAL USE PERMIT AND VARIANCE
FOR A TELECOMMUNICATIONS TOWER
By roll call and voting aye: Adams, LaRoche and Parsons.
Voting nay: Budziszewski and Deshler.
Absent, not voting: Banks and Kiser.
Motion carried, resolution declared adopted.
7.5 The Council considered a resolution approving a lease agreement with Verizon for a proposed
telecommunications tower at 3200 Vera Cruz Avenue North.
4.1 (a)
Crystal City Council meeting minutes Jan. 21, 2020
Page 4 of 5
Community Development Director John Sutter addressed the council.
Moved by Council Member LaRoche and seconded by Council Member Parsons to adopt the
following resolution:
RESOLUTION NO. 2020 – 15
RESOLUTION APPROVING A LAND LEASE
AGREEMENT WITH VERIZON WIRELESS
By roll call and voting aye: Deshler, LaRoche, Parsons and Adams.
Voting nay: Budziszewski.
Absent, not voting: Banks and Kiser.
Motion carried, resolution declared adopted.
7.6 The Council considered resolutions approving the plans and specifications, and ordering the
advertisement for bids for the 2020 Street Mill and Overlay Project.
Engineering Project Manager Mick Cyert addressed the council.
Moved by Council Member Budziszewski and seconded by Council Member LaRoche to adopt
the following resolution:
RESOLUTION NO. 2020 – 16
APPROVING PLANS AND SPECIFICATIONS
2020 STREET RESURFACING AND RECONSTRUCTION PROJECT
Voting aye: Budziszewski, Deshler, LaRoche, Parsons and Adams.
Absent, not voting: Banks and Kiser.
Motion carried, resolution declared adopted.
Moved by Council Member Budziszewski and seconded by Council Member LaRoche to adopt the
following resolution:
RESOLUTION NO. 2020 – 17
ORDERING ADVERTISEMENT FOR BIDS
2020 STREET RESURFACING AND RECONSTRUCTION PROJECT
Voting aye: Budziszewski, Deshler, LaRoche, Parsons and Adams.
Absent, not voting: Banks and Kiser.
Motion carried, resolution declared adopted.
7.7 The Council considered a resolution approving the purchase of replacement police vehicles.
Police Chief Stephanie Revering addressed the council.
Moved by Council Member LaRoche and seconded by Council Member Deshler to adopt the
following resolution:
RESOLUTION NO. 2020 – 18
RESOLUTION APPROVING POLICE EQUIPMENT REVOLVING FUND
EXPENDITURE FOR PURCHASE OF FOUR POLICE VEHICLES
4.1 (a)
Crystal City Council meeting minutes Jan. 21, 2020
Page 5 of 5
Voting aye: Budziszewski, Deshler, LaRoche, Parsons and Adams.
Absent, not voting: Banks and Kiser.
Motion carried, resolution declared adopted.
7.8 The Council considered a resolution hiring a roofing company to put a metal roof over leaking
skylights at the Crystal Community Center.
Recreation Director John Elholm addressed the council.
Moved by Council Member Deshler and seconded by Council Member Budziszewski to adopt
the following resolution:
RESOLUTION NO. 2020 – 19
RESOLUTION ENTERING INTO AN AGREEMENT WITH CENTRAL ROOFING COMPANY
TO INSTALL A STANDING SEAM METAL ROOF
AT THE CRYSTAL COMMUNITY CENTER
Voting aye: Budziszewski, Deshler, LaRoche, Parsons and Adams.
Absent, not voting: Banks and Kiser.
Motion carried, resolution declared adopted.
8. Announcements
The Council made several announcements about upcoming events.
9. Adjournment
Moved by Council Member Budziszewski and seconded by Council Member LaRoche to adjourn the
meeting.
Motion carried.
The meeting adjourned at 8:47 p.m.
_____________________________________
Jim Adams, Mayor
ATTEST:
__________________________________
Chrissy Serres, City Clerk
4.1 (a)
Crystal City Council work session minutes January 21, 2020
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter,
the work session of the Crystal City Council was held at 6:46 p.m. on January 21, 2020 in
Conference Room A, 4141 Douglas Dr. N., Crystal, Minnesota. Mayor Adams called the meeting to
order.
I.Attendance
The city clerk recorded the attendance for City Council members and staff:
Council members present: Banks, Budziszewski, Deshler, LaRoche, Parsons and Adams.Absent: Kiser.
City staff present: Assistant City Manager/Human Resources Manager K. Therres, City Attorney
T. Gilchrist, Recreation Director J. Elholm, Police Chief S. Revering and City Clerk C. Serres.
II.Agenda
The Council and staff discussed the following items:
1.City manager monthly check-in.
2.Constituent issues update.
3.New business.
4.Announcements.
III.Adjournment
The work session adjourned at 6:50 p.m.
________________________________
Jim Adams, Mayor
ATTEST:
Chrissy Serres, City Clerk
4.1(b)
Page 1 of 1
City of Crystal Council Meeting
February 4, 2020
Applications for City License
Massage
Massage by Jo 5747 West Broadway Crystal, MN 55428
Rental – New
6332 Corvallis Ave. N. – Mackenzie Broughton
5733 Orchard Ave. N. – Blulake Properties LLC (Conditional)
3425 Xenia Ave. N. – Tiki Properties LLC
Rental – Renewal
3038 Douglas Dr. N. – John McGowan
3200-3204 Douglas Dr. N. – Living Works Ventures Inc
3255-3257 Douglas Dr. N. – Living Works Ventures Inc
6609 Dudley Ave. N. -- Kent McKinnon (Conditional)
2912 Hampshire Ave. N. – FYR SFR Borrower LLC (Conditional)
2956 Florida Ave. N. – David Foss
5306 Hampshire Ave. N. – Kim Frye
5213 Jersey Ave. N. – FYR SFR Borrower LLC (Conditional)
6034 Jersey Ave. N. – JMW Investments
3146 Kentucky Ave. N. – Febronio Fajardo and Maria Veronica Moraza (Conditional)
6300 Lombardy La. – Duane Baltus (Conditional)
6329 Lombardy La. – Larry and Christine Howieson
3532 Major Ave. N. – Juniper Land Trust LLC (Conditional)
3525 Noble Ave. N. – C & N Wescoe Bauman (Conditional)
5430 Orchard Ave. N. – Joseph and Joan McCusker (Conditional)
5607 Rhode Island Ave. N. – Anthony Otis (Conditional)
5973 Rhode Island Ave. N. – David Barrett (Conditional)
6800 Valley Pl. N. – Michael and Kayla Lietzau
3216 Welcome Ave. N. – Chris Nelson
3301 Welcome Ave. N. – Ben and Jessamyn Hangsleben
3443 Welcome Ave. N. – Matthew Eiden (Conditional)
5762 West Broadway – A M Conter and P Dahle (Conditional)
3033 Wisconsin Ave. N. – Rachelle Ellis (Conditional)
6300 27th Ave. N. – Solar Partnership IV LLP (Conditional)
6400 27th Ave. N. – Solar Partnership IV LLP (Conditional)
7009 36th Ave. N. – Kathryn Hammerseng et al (Conditional)
5332 49th Ave. N. – Vijay Venkataraman and Vidya Vijay
5333 49th Ave. N. – Joseph Anton
Tree Trimmer
Golden Leaf Tree Service 1400 Sumter Ave N Golden Valley, MN 55427
Nick’s Tree Service 9000 Foxline Dr Corcoran, MN 55340
Elijah’s Tree Care LLC 745 Orchard Park Road Orono, MN 55356
4.2
CITY OF CRYSTAL
RESOLUTION NO. 2020 –
RESOLUTION ACCEPTING DONATIONS FROM
CRYSTAL LIONS AND DONATION BOXES
WHEREAS, Minnesota Statute §465.03 requires that all gifts and donations of real or personal
property be accepted only with the adoption of a resolution; and
WHEREAS, said donations must be accepted by a resolution adopted by the City Council.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Crystal to accept the
following donations:
Donor Purpose Amount
Crystal Lions Becker Park Playground $500
Crystal Lions Crystal Police Explorers $500
Donation Boxes Crystal Police K9 Unit $452.90
AND, BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the above-
named for their generous donations.
Dated: February 4, 2020
By: __________________________
Jim Adams, Mayor
ATTEST:
______________________________
Kim Therres, Assistant City Manager
4.3
4.4
___________________________________________________________________
FROM: Chrissy Serres, City Clerk
___________________________________________________________________
DATE: January 30, 2020
TO: Mayor and City Council
City Manager Anne Norris
RE: Election judge appointments for the 2020 Presidential Nomination Primary
election
Background
The city is administering three elections in 2020, the first of which is the Presidential
Nomination Primary to be held on Tuesday, March 3. Per Minnesota election law, the City
Council is required to appoint individuals to serve as election judges at least 25 days prior to the
election.
Election judges are assigned to precincts based on availability, party balance requirements and
the number required for each location to adequately serve voters. Exhibit A of the attached
resolution lists individuals who have indicated a willingness and availability to serve as election
judges for the 2020 Presidential Nomination Primary election.
Requested Council action
Approval of the resolution appointing election judges for the 2020 Presidential Nomination
Primary election.
COUNCIL STAFF REPORT
Consent Agenda: February 4, 2020 Council Meeting
Resolution appointing election judges for the 2020 Presidential
Nomination Primary election
4.5
RESOLUTION NO. 2020 - ____
RESOLUTION APPOINTING ELECTION JUDGES
FOR THE 2020 PRESIDENTIAL NOMINATION PRIMARY ELECTION
WHEREAS, the Presidential Nomination Primary election will be held on March 3, 2020;
and
WHEREAS, as authorized by Minnesota Statutes, Section 204B.21, Subd. 2, election judges
shall be appointed by the governing body of the municipality no later than 25 days before each
election; and
NOW, THEREFORE, BE IT RESOLVED by the Crystal City Council that the individuals named
in Exhibit A, and on file in the city clerk’s office be appointed as City of Crystal election judges for
the 2020 Presidential Nomination Primary election.
BE IT FURTHER RESOLVED that the city clerk is with this, authorized to make any
substitutions or additions as deemed necessary.
Dated this 4th day of February, 2020.
By:__________________________
Jim Adams, Mayor
ATTEST:
________________________________
Kim Therres, Assistant City Manager
4.5
Last Name First Last Name First
Allen Eleanore Macias Pamela
Bauer Donald Manthey Patricia
Bishop Theresa Mathisen Thomas
Boettcher Susan Munson Jeffrey
Boxell Gloria Odegaard Bruce
Bradbury Phillip Odegaard Paulette
Butler Jody Ottinger Henry
Countryman Alice Ottinger Karen
Diawara Moussa Palanisami Vallinayaki
Dunham Mark Pramann Kelly
Fauchier Mary Prokofieff Karen
Fleury Linda Ramola Roger
Forrey Jean Rhode Lavern
Frantz Wilma Rocha Ruben
Freund Caroline Schulte Paul
Goldsmith Joanne Scofield Janice
Graham Matthew Senden Rob
Harty Lori Shakerin Lisa
Herlofsky Charles Spooner Sharon
Hoeben Theodore St. Germain Thomas
Jaimes Diana Stockhaus Stuart
Johnson Joyce Stone Patricia
Johnson Marlene Sullivan Doreen
Johnson Patricia Thorpe Whitney
Kamp Marilyn Tienter Lisa
Keeffe Anne Toavs Constance
Kelnhofer David Ullmer Jeanne
Kornmann Lynette Ulrich Wendy
Kubly Janet Vorderbruggen Robert
Kuhn Karen Wagner Catherine
Larson Lynn Webster Pegeen
Weston Carol
Yaeger Christine
EXHIBIT A
Election Judge Appointments
4.5
_______________________________________________________
FROM: Dan Olson, City Planner
____________________________________________________________________
TO: Anne Norris, City Manager (for February 4 City Council Meeting)
DATE: January 30, 2020
RE: PUBLIC HEARING: Consider adoption of a resolution approving a
vacation of drainage and utility easements for the specialized care
facility at 3501 Douglas Drive North
A.BACKGROUND
Hampton Companies is purchasing a site comprised of six parcels and is seeking to
consolidate them into a single lot for construction of a 32-unit, 21,000 sq. ft. assisted living
and memory care facility (see agenda items 7.2 and 7.3). To enable lot consolidation, the
existing drainage and utility easements on the six parcels must first be vacated.
2018 Aerial Photo:
COUNCIL STAFF REPORT
Vacate Drainage and Utility Easements
6.1
Attachment:
A. Resolution
B. PROPOSED VACATION OF EASEMENTS
The attached resolution includes an illustration of the drainage and utility easements
proposed to be vacated. The following table identifies when these easements were
dedicated to the city:
Plat Name Number of lots Date of dedication
Douglas Plaza Addition 3 1960
Douglas Medical Plaza 1 1965
Andersons Gardendale Acres 2 1987
If the vacation of easements is approved, the six parcels would be combined into a
single lot on the proposed Suite Living of Crystal plat. New drainage and utility
easements will be dedicated on the Suite Living of Crystal plat so the existing
easements are no longer needed.
Notice of the February 4 public hearing was published in the Sun Post on January 23,
and mailed to four utility companies: Comcast, CenterPoint Energy, Xcel Energy, and
CenturyLink. All four utilities have responded saying they have no objections to the
easements being vacated.
C. REQUESTED ACTION
City staff recommends that the drainage and utility easements located on the respective
six parcels within the Douglas Plaza Addition, Douglas Medical Plaza, and Andersons
Gardendale Acres plats be vacated.
City Council motion to approve the proposed resolution (attachment A) is requested.
6.1
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2020-_____
RESOLUTION VACATING EASEMENTS WITHIN THE
PLATS OF DOUGLAS PLAZA, DOUGLAS MEDICAL PLAZA AND ANDERSONS
GARDENDALE ACRES
WHEREAS, the City of Crystal (the “City”) is a municipal corporation, organized and
existing under the laws of Minnesota; and
WHEREAS, pursuant to Minnesota Statutes, section 412.851, the City scheduled a public
hearing on February 4, 2020 to consider vacating platted drainage and utility easements, which are
legally described on the attached Exhibit A and depicted on the attached Exhibit B; and
WHEREAS, on February 4, 2020, after notice being provided, the City Council held the
public hearing on the proposed vacation during which all interested parties were heard; and
WHEREAS, the City has the authority, pursuant to Minnesota Statutes, section 412.851,
to vacate public drainage and utility easements, or any portion thereof if it appears in the interest
of the public to do so; and
WHEREAS, following the public hearing, the City determined that there is no continuing
public need for the drainage and utility easements described and depicted herein, and that vacating
said easements is in the public interest.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as
follows:
1.The drainage and utility easements legally described on the attached Exhibit A and depicted
on the attached Exhibit B are hereby vacated, subject to the following conditions:
a.Approval by the City of the final plat of SUITE LIVING OF CRYSTAL; and
b.Execution of the final plat of SUITE LIVING OF CRYSTAL by the Mayor and City
Clerk and the release of the plat for recording.
2.Upon the release for recording by the City of the final plat of SUITE LIVING OF CRYSTAL,
City staff is hereby authorized and directed to prepare and present to the Hennepin County
auditor a notice that the City has completed these vacation proceedings. Said notice shall be
recorded with the Hennepin County recorder prior to the recording of the plat of SUITE
LIVING OF CRYSTAL.
3.City staff is hereby authorized and directed to take any additional steps necessary to effectuate
the intent of this resolution.
Attachment A
6.1
Adopted by the Crystal City Council this 4th day of February, 2020.
____________________________
Jim Adams, Mayor
ATTEST:___________________________
Chrissy Serres, City Clerk
6.1
A-1
EXHIBIT A
Legal Description of Vacated Drainage and Utility Easements
All that drainage and utility easement dedicated by Douglas Plaza Addition, according to the
recorded plat thereof, Hennepin County, Minnesota, which lies over the easterly 5.00 feet of Lot
1, Lot 2, and Lot 3, Block 1, said Douglas Plaza Addition
All that drainage and utility easement dedicated by Douglas Medical Plaza, according to the
recorded plat thereof, Hennepin County, Minnesota, which lies over the westerly 5.00 feet of Lot
1, Block, 1, said Douglas Medical Plaza.
All those drainage and utility easements dedicated by Andersons Gardendale Acres, according to
the recorded plat thereof, Hennepin County, Minnesota, which lies over the easterly 10.00 feet of
the northerly, westerly, and southerly 5.00 feet of Lot 1, Block 1, said Andersons Gardendale
Acres, and which lie over the westerly 10.00 feet, and the northerly, easterly, and southerly 5.00
feet of Lot 2, Block 1.
6.1
A-2
EXHIBIT B
Depiction of Vacated Drainage and Utility Easements
6.1
7.1
3501 DOUGLAS DRIVE NORTH – LOT CONSOLIDATION PLAT
PAGE 1 OF 3
___________________________________________________________________________
FROM: Dan Olson, City Planner
___________________________________________________________________________
TO: Anne Norris, City Manager (for February 4 Meeting)
DATE: January 30, 2020
RE: Consider adoption of a resolution approving a lot consolidation at 3501
Douglas Drive North
A.BACKGROUND
Hampton Companies (Hampton) is purchasing a site comprised of six parcels and is
seeking to consolidate them into a single lot for construction of a 32-unit, 21,000 sq. ft.
assisted living and memory care facility (see agenda item 7.3). The proposed plat is
named Suite Living of Crystal. A public hearing is not required for a lot consolidation.
2018 Aerial Photo:
COUNCIL STAFF REPORT
Lot Consolidation Plat
3501 Douglas Drive North
7.2
3501 DOUGLAS DRIVE NORTH – LOT CONSOLIDATION PLAT
PAGE 2 OF 3
Attachments:
A. Proposed Suite Living of Crystal final plat
B. Resolution
B. PROPOSED LOT CONSOLIDATION
The table below provides information about the six lots included in the consolidation. The
consolidated lot would be addressed as 3501 Douglas Drive North.
Property Address Parcel size Existing plat name
3449 Douglas Dr N 8,438 sq. ft. (0.2 acres) Andersons Gardendale Acres
3501 Douglas Dr N 33,704 sq. ft.(0.7 acres) Douglas Medical Plaza
3505 Douglas Dr N 12,462 sq. ft. (0.3 acres) Douglas Plaza Addition
3442 Edgewood Ave N 8,436 sq. ft. (0.2 acres) Andersons Gardendale Acres
3456 Edgewood Ave N 8,783 sq. ft. (0.2 acres) Douglas Plaza Addition
3500 Edgewood Ave N 12,470 sq. ft. (0.3 acres) Douglas Plaza Addition
Minus additional
Douglas Drive street
right-of-way
2,374 (0.05 acres)
Combined lot (to be
addressed as 3501
Douglas Dr N)
Total area = 81,919 sq.
ft. (1.9 acres)
Final plat features:
1. Name. The proposed plat would be called Suite Living of Crystal.
2. Hennepin County review . Because the plat abuts a county roadway (Douglas
Drive), county staff reviewed this lot consolidation request and find s it acceptable.
The county has requested that Hampton provide approximately 2,300 square feet of
additional street right-of-way for possible future street improvements and this has
been dedicated on the plat . The county also asked Hampton to consider closing one
of the driveway access points to Douglas Drive. In consultation with the West Metro
Fire Rescue District (WMFRD), Hampton determined that even with adjustments to
the parking lot layout, closing one of these accesses would result in fire trucks not
having maneuvering room according to WMFRD operational policies. An acceptable
solution for all parties is to keep the two access points but make the site circulation
one-way, with one access for ingress and the other for egress. Staff has added a
requirement to incorporate traffic control signage into the site plan as a condition of
the rezoning approval (agenda item 7.3).
3. Easements. There are existing drainage and utility easements for these lots in the
Douglas Plaza Addition, Douglas Medical Plaza, and Andersons Gardendale Acres
plats. These easements are proposed to be vacated and replaced with new
easements in the proposed Suite Living of Crystal plat.
7.2
3501 DOUGLAS DRIVE NORTH – LOT CONSOLIDATION PLAT
PAGE 3 OF 3
4. Park dedication. According to city code section 510.23, Subd. 3 (d), lot
consolidation applications are not subject to park dedication requirements.
Criteria for approval of a lot consolidation:
The following are the approval criteria in city code section 510.23, Subd. 3 for approval of
lot consolidation applications, followed by staff’s findings of these criteria.
(a) The consolidation must be in general complia nce with the comprehensive plan.
Findings: According to the city’s 2040 Comprehensive Plan, the properties
have two designations on the planned land use map: commercial and
medium density residential, and they are also designated as a redevelopment
area. Hampton is proposing to redevelop the site with a zoning designation of
Planned Development – Commercial (C-PD).
(b) The consolidation must meet the purpose and intent of this unified development
code (UDC).
Findings: The purpose of the UDC is to establish regulations that allow for the
development of properties, but which avoid or minimize negative impacts to
the general public or adjacent properties. The proposed use of these
properties for a specialized care facility will not produce negative impacts to
the surrounding neighborhood.
(c) Unless prior or concurrent approval of a variance is granted, any such consolidation
shall result in lots that, to the greatest extent possible, meet the dimensional
requirements for the zoning district in which the property is located, and shall not
further increase the nonconformity of any lot dimension or struct ure.
Findings: The individual lots included in the lot consolidation request meet the
city’s dimensional requirements for the underlying Commercial zoning
district. With this proposed plat the consolidated lot will continue to be in
conformance to these requirements. No variances are proposed for this
application.
C. REQUESTED ACTION
City Council approval of the attached resolution is requested.
7.2
East Boundary Line Per County
State Aid Highway No. 102, Plat 22N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78
DOUGLAS DRIVE NORTH
West Line DOUGLASPLAZA ADDITIONLOT 1BLOCK 1160.08S3°03'45"E
59.25
81.53S89°43'23"E85.45Drainage andUtility Easement255.909.80S01°40'42"E 111.97
S00°14'44"E 204.87259.377.00S23°03'52"E24.47R.T. DOC. NOSUITE LIVING OF CRYSTALKNOW ALL PERSONS BY THESE PRESENTS: That Landco Investments of Crystal, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the State of Minnesota,County of Hennepin, to wit:Parcel 1: Lot 1, Block 1, Douglas Medical Plaza, Hennepin County, Minnesota;Parcel 2: Lots 1, 2 and 3, Block 1, Douglas Plaza Addition, Hennepin County, Minnesota;Parcel 3: Lots 1 and 2, Block 1, Andersons Gardendale Acres, Hennepin County, Minnesota.Has caused the same to be surveyed and platted as SUITE LIVING OF CRYSTAL and does hereby dedicate to the public for public use the public way and the drainage and utility easements as created by this plat.In witness whereof said Landco Investments of Crystal, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20.SIGNED: Landco Investments of Crystal, LLCBy: Its: STATE OF , COUNTY OF This instrument was acknowledged before me this day of , 20, by , its of Landco Investments of Crystal, LLC, a Minnesota limited liability company, on behalf of the company.My Commission Expires:Notary Public, Signature Notary Printed NameNotary Public County,SURVEYORS CERTIFICATEI Rory L. Sysntelien do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation ofthe boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be set within one year; that all water boundaries and wetlands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this day of , 20.Rory L. Synstelien, Licensed Land SurveyorMinnesota License No. 44565STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of, 20, by Rory L. SynstelienMy Commission Expires:Notary Public, Signature Notary Printed NameNotary Public County,CRYSTAL, MINNESOTAThis plat of SUITE LIVING OF CRYSTAL was approved and accepted by the City Council of Crystal, Minnesota at a regular meeting thereof heldthis day of , 20, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council, City of Crystal, MinnesotaBy:, MayorBy:, City ManagerRESIDENT AND REAL ESTATE SERVICES, Hennepin County, MinnesotaI hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this day of , 20.Mark V. Chapin, Hennepin County AuditorBy:, DeputySURVEY DIVISION, Hennepin County, MinnesotaPursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this day of , 20.Chris F. Mavis, Hennepin County SurveyorBy:REGISTRAR OF TITLES, Hennepin County, MinnesotaI hereby certify that the within plat of SUITE LIVING OF CRYSTAL was filed in this office this day of , 20, at O'Clock M.Martin McCormick, Registrar of TitlesBy:, DeputyNBearings are based on the West line of DOUGLAS PLAZA ADDITIONhaving an assumed bearing of N 00°07'27" WFound 1/2 inch open Iron Monument 1/2 inch by 14 Iron Monument Set Marked "RLS 44565"Being 5 feet in width and adjoining lot lines, unless otherwiseindicated, and 10 feet in width and adjoining right of way linesunless otherwise indicated, as shown on the plat.DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:NOT TO SCALE10
551040102001020SCALE IN FEETAttachment A7.2
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2020-________
RESOLUTION APPROVING SUITE LIVING OF CRYSTAL FINAL PLAT
WHEREAS, Hampton Companies (“Applicant”) submitted an application to the City of
Crystal (“City”) for approval of a plat, which is attached hereto as Exhibit A, for the property
which is legally described in the attached Exhibit B (“Property”); and
WHEREAS, the Applicant is proposing to purchase the following real property, all
located in Hennepin County:
PID 20-118-21-11-0003, that is legally described as Lot 1, Block 1, Douglas
Medical Plaza;
PID 20-118-21-11-0004, that is legally described as Lot 1, Block 1, Douglas Plaza
Addition;
PID 20-118-21-11-0005, that is legally described as Lot 2, Block 1, Douglas Plaza
Addition; and
PID 20-118-21-11-0006, that is legally described as Lot 3, Block 1, Douglas Plaza
Addition;
PID 20-118-21-11-0107, that is legally described as Lot 1, Block 1, Andersons
Gardendale Acres;
PID 20-118-21-11-0108, that is legally described as Lot 2, Block 1, Andersons
Gardendale Acres.
(collectively, the “Applicant’s Parcels”); and
WHEREAS, the plat is named Suite Living of Crystal and it consolidates the Applicants
Parcels into one; and
WHEREAS, the City Planner’s report dated January 30, 2020 regarding this matter,
which is attached hereto as Exhibit C, is incorporated herein and made part of this plat approval,
except that the conditions set out below are controlling; and
WHEREAS, the City Council finds that the plat is in conformance with the requirements
of the City’s Unified Development Code, which is contained in Chapter V of the Crystal City
Code.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal,
based on the record of this matter and the findings and determinations contained herein, hereby
grants preliminary and final approval for the plat of Suite Living of Crystal, subject to
compliance with all of the following conditions of approval:
1.Easement Vacation. The existing drainage and utility easements in the Douglas
Medical Plaza, Douglas Plaza Addition, and Andersons Gardendale Acres plats must
Attachment B
7.2
be vacated by the City Council through a separate action in exchange for the
Applicant dedicating new drainage and utility easements to the City on the plat.
2. Compliance. Development of the plat is subject to the applicable requirements of the
Crystal city code. The Applicant is required to comply with all applicable federal,
state, and local laws, rules, regulations, and ordinances in developing the plat and is
required to obtain such other permits and permissions as may be required.
3. No Waiver. Failure by the City to take action with respect to any violation of any
condition, covenant or term of this plat approval shall not be deemed to be a waiver of
such condition, covenant, or term or any subsequent violation of the same or any other
condition, covenant, or term.
4. Binding Effect. The conditions placed on this preliminary and final plat approval are
binding on the Applicant, its successors and assigns, shall run with the Property, and
shall not in any way be affected by the subsequent sale, lease, or other change from
current ownership. The obligations of the Applicant under this approval shall also be
the obligations of the current and any subsequent owners of the Property.
5. Acceptance of Conditions. Utilization of the Property for any of the uses allowed by
this preliminary and final plat approval shall automatically be deemed acceptance of,
and agreement to, the terms and conditions without qualification, reservation, or
exception.
Adopted by the Crystal City Council this 4th day of February, 2020.
____________________________
Jim Adams, Mayor
ATTEST:
___________________________
Chrissy Serres, City Clerk
7.2
EXHIBIT A
Final Plat
(attached hereto)
7.2
EXHIBIT B
Legal Description of the Property
Lot 1, Block 1, Douglas Medical Plaza, Lots 1, 2, and 3, Block 1, Douglas Medical Plaza
Addition, and Lots 1 and 2, Andersons Gardendale Acres, all properties in Hennepin County,
Minnesota.
7.2
EXHIBIT C
Planner’s Report
(attached hereto)
7.2
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT
PAGE 1 OF 7
___________________________________________________________________________
FROM: Dan Olson, City Planner
___________________________________________________________________________
TO: Anne Norris, City Manager (for February 4 Meeting)
DATE: January 30, 2020
RE: Consider second reading of an ordinance rezoning the property at 3501
Douglas Drive North to Planned Development for a proposed Hampton
Companies 32-unit assisted living facility
A.INTRODUCTION
Hampton Companies (Hampton) is proposing to build a specialized care facility on a
six-parcel site they are purchasing at 3501 Douglas Drive North. The east half of the
site is zoned Commercial (C) and the west half is zoned Low Density Residential (R-1).
Specialized care facilities are a permitted use in the Commercial zoning district.
Hampton proposes to consolidate the site into one lot and rezone it to Planned
Development (C - PD). The proposed rezoning includes specific site and building plans.
The Planning Commission held a public hear ing on January 13 and recommended
approval. Notice of the hearing was published in the Sun Post on January 2, mailed to
the same property owners who received the neighborhood notice (see attachment A),
and posted to the Valley Place and Bassett Creek neigh borhoods on Nextdoor.
On January 21 the Council approved first reading of the rezoning ordinance including
the site and building plans.
On February 4 the Council is asked to approve second reading and adoption of the
rezoning ordinance and also a resolution for a summary publication of the ordinance.
Attachments:
A.Site location and neighborhood notice mailing map
B.Existing zoning map
C.2040 Comprehensive Plan planned land use map
D.Applicant’s project narrative
E.Site plan (23 sheets)
F.Ordinance
G.Resolution approving summary ordinance
COUNCIL STAFF REPORT
Proposed Specialized Care Facility
3501 Douglas Drive North
7.3
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT
PAGE 2 OF 7
Staff Report Organization:
Section Page Number(s) Information Provided
B (Background)
Pages 3-4
Neighborhood meeting
Existing use
Surrounding land uses
Conformance to
Comprehensive Plan
C (Proposed Specialized
Care Facility)
Pages 4-7
Proposed use
Facility operational
characteristics and
requirements
Facility site plan
elements
D (Rezoning to Planned
Development)
Page 7 Rezoning to C-PD
E (Requested Action) Page 7-8 Requested Planning
Commission action
Approval conditions
B. BACKGROUND
Neighborhood meeting
Hampton held a neighborhood meeting on October 7, 2019, which was attended by ten
area residents, three City Council members, three Planning Commission members, the
city planner, and the city manager. The purpose of the meeting was to provide
information on the proposed project to property owners near the facility. Attendees
asked questions about how Hampton will operate the facility and types of residents the
facility will serve.
Existing Use
The site contains two existing buildings, with an associated surface parking lot:
3501 Douglas Dr N – The property contains an existing 8,300 square foot
(approximately 4,000 square feet per floor) office building constructed in 1965.
3505 Douglas Dr N - The property contains a single-family home, constructed in
1948, which is currently being rented out for residential purposes.
Surrounding Land Uses
The following are the existing zoning districts and land uses surrounding Hampton’s
proposed site:
North: Directly north of the subject property is vacant land zoned Low Density
Residential (R-1) and guided as “Commercial” in the Comprehensive Plan.
Directly north of this vacant property across Bassett Creek is a commercial
building with an associated surface parking lot zoned Commercial.
East – Across Douglas Drive are single-family homes zoned R-1 and an eight-
unit residential condominium building zoned Medium Density Residential (R -2).
7.3
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT
PAGE 3 OF 7
West – Across the unimproved Edgewood Avenue right -of-way is a mixture of
vacant lots and single-family homes zoned R-1.
South – Directly south of the existing office building is a vacant property owned
by the city’s Economic Development Authority (EDA). South of the EDA property
is an eight-unit townhome development that is zoned R-2.
Conformance to Comprehensive Plan
According to the city’s 2040 Comprehensive Plan, the site has two designations on the
planned land use map (attachment C):
Commercial: The portion of the site facing Douglas Drive has a commercial
designation, which is described as “retail, offices, restaurants, and some
automobile-oriented businesses (on certain corridors designated in the city’s
unified development code)”.
Medium density residential: The portion of the property behind the existing
office building has this residential designation.
According to the Comprehensive Plan, the site is also designated as a redevelopment
area called “Area D”. This area extends along Douglas Drive from 27th to 36th Avenues.
The plan does not identify any specific redevelopment standards for Area D.
C. PROPOSED SPECIALIZED CARE FACILITY
Proposed Use
The proposed uses for the site are found in the table below. Specialized care facilities
are defined in the city’s unified development code (UDC) as:
Any facility where the primary function is the provision, on a continuing basis, of
nursing services and health-related services for treatment and in-patient care,
such as nursing homes, assisted living facilities, memory care facilities, housing
with services establishments and hospices. This does not include senior housing
or the residence of any individual who cares for another family member.
Address Proposed use
3501 Douglas Dr N The existing office building and associated parking lot
will be demolished.
NEW 3501 Douglas Dr N Hampton is proposing to construct a new one-story, 28’
tall, 21,000 square foot specialized care facility.
3505 Douglas Dr N The single-family home will be demolished.
Facility Operational Characteristics and Requirements
Attachments D and E describe the proposed assisted living and memory care facility.
The table below provides a summary of the different government entities that will
regulate this facility.
7.3
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT
PAGE 4 OF 7
Government
entity
How facility is
classified
Relevant
regulations
Summary of
regulations
City of Crystal
– Planning
Specialized care
facility
Unified Development
Code (UDC)
Zoning requirements
such as parking,
building setbacks, and
landscaping
City of Crystal
– Building
Inspections
Most likely
Institutional (I-2), but
Hampton will confirm
this when the
building permit is
submitted.
State Building Code City enforces building
and fire code
regulations for the
construction of
Hampton’s facility.
After construction staff
recommends that
Hampton be required to
obtain a rental license
with an annual property
maintenance
inspection.
MN Dept. of
Health
Hampton is licensed
as a Comprehensive
Care Provider; facility
would be registered
as Housing with
Services
State Statute 144D The license
requirement provides
for periodic review of
Hampton’s programs.
The State registers the
facility but does not
inspect it.
Hampton has provided details about the day-to-day operations of the proposed facility
in attachment D. Hampton is licensed by the State of Minnesota as a Comprehensive
Care Provider, which requires state oversight of the programs offered by Hampton.
Facility Site Plan Elements
The properties included in the Planned Development consists of six platted lots.
Hampton will submit a lot consolidation application that will combine these lots into one
parcel. According to the UDC, a lot consolidation application is approved by the City
Council without the need for a public hearing. The following are the notable site plan
elements for the proposed building:
Building setbacks. The proposed building meets setback requirements in the
proposed underlying Commercial district:
Front property line: 96’ (requirement is 10’)
South property line: 14.5’ (requirement is 10’)
North property line: 10’ (requirement is 10’)
Rear (west) property line: 66’ (requirement is 10’)
The proposed building is not located in a drainage or utility easement.
7.3
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT
PAGE 5 OF 7
Parking. Hampton is proposing to remove the existing parking lot, which contains
75 parking spaces, and replace it with a new parking lot. The number of required
spaces for the proposed building is 10, and the number of spaces provided in the
new parking lot is 25.
Stormwater management and erosion control measures. Hampton has provided a
stormwater management plan, which provides for a stormwater infiltration basin
north of the proposed parking lot. Due to the scope of the project, the stormwater
plan is subject to review and approval by the Bassett Creek Watershed
Management Commission. This review and approval has been made a condition
of approval of the rezoning to C-PD. The percentage of impervious surf ace on the
property will increase from 46% to 52% (the maximum coverage is 85% for the
commercial zoning district). During building construction, the city will require
erosion control techniques to be used on -site including silt fences, inlet protection,
and rock construction entrances.
Utilities. The proposed building will connect with existing and proposed water and
sanitary sewer mains. It will have two water connections; an existing one in
Douglas Drive and a new connection in the Edgewood Avenue right-of-way. This
will provide two alternate sources of water for this health care facility. Existing
overhead utilities are located along Douglas Drive and along the west side of the
property. These utilities will be located in drainage and utility easements that are
dedicated with the new lot consolidation plat. If those lines are relocated or
extended, then the lines and extensions must be buried underground. New
private utility services to the proposed building, such as Xcel Energy, Century Link
and Comcast, will be buried underground.
Access and circulation. The city’s Public Works department and the West Metro
Fire Rescue District staff have reviewed this traffic circulation plan and found it
adequate to meet vehicle movement into and within the site, including fire trucks.
After the Council approved the first reading of the ordinance, Hennepin County
staff provided comments on the lot consolidation request (agenda item 7.2). The
County asked Hampton to consider closing one of the driveway access points to
Douglas Drive. In consultation with the West Metro Fire Rescue District
(WMFRD), Hampton determined that, even with adjustments to the parking lot
layout, closing one of these accesses would result in fire trucks not having
maneuvering room according to WMFRD operational policies. An acceptable
solution for all parties is to keep the two access points but make the site
circulation one-way, with one access for ingress and the other for egress. Staff
recommends adding a condition of rezoning approval that the site plan be revised
to incorporate signage at the two access points which would direct the motorist as
they enter and exit the property.
Building elevations. The proposed major exterior building material is lap siding,
with cultured stone as an accent material. These materials meet the city’s
requirements. A rending of the proposed building is attachment E.
7.3
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT
PAGE 6 OF 7
Landscaping. The landscape plan shows 43 existing trees to be removed to
accommodate the proposed building. The city’s UDC requires that Hampton
document the reason for any trees to be removed over 12” in diameter, with
certain trees allowed to be removed without the need for repl acement. Sheet
C1.0 of attachment E (“removals and tree protection plan”) does not provide this
documentation. Therefore, staff is unable to determine if the number of
replacement trees meets UDC requirements. Staff recommends as a condition of
approval for the rezoning that Hampton provide this documentation before the
building permit is issued.
The plan calls for 47 new trees to be planted: “northern catalpa”, “swamp white
oak”, “coffee tree”, “American sycamore”, “redbud”, serviceberry”, “black hills
spruce”, “red pine”, “Norway spruce”, and “Douglas fir”. Hampton proposes to
plant four varieties of shrubs, including those that will screen the proposed
building foundation from street view.
Screening. There is an existing dumpster enclosure on the property, which
Hampton will replace with a new enclosure. Hampton is proposing an outdoor
recreational area for the residents on the west side of the building. This area will
be screened and secured using a combination of landscaping and decorative
black fencing.
Exterior Lighting. There are three existing light poles in the parking lot. These light
poles will be replaced with two new light poles in the new parking lot. There will be
five exterior lighting fixtures on the proposed building. This lighting meets the
city’s requirements.
Pedestrian connections. There is an existing sidewalk along Douglas Drive that
allows for pedestrian connections to the proposed building near the southern
property line.
Signs. A monument sign is proposed facing Douglas Drive. Hampton must
receive sign permit approval before installing that sign, or any building signage.
D. REZONING TO PLANNED DEVELOPMENT (C - PD)
Hampton is requesting that the consolidated properties be rezoned to Planned
Development (C - PD), which allows some flexibility in zoning requirements when
planning campus-type land uses. The underlying zoning for the property would be
Commercial.
The proposed development is 1.89 acres in size. The minimum lot size for a PD is 2
acres, but the UDC provides an exception to this requirement if at least one of three
criteria are met. The relevant criteria that is met by this development is as follows:
Criteria: The property is located in a transitional area between different land use
categories or it is located on an arterial street as defined in the Comprehensive
Plan.
7.3
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT
PAGE 7 OF 7
Staff response: As described in section B of this staff report, Hampton’s
site is located in Area D, which is a redevelopment area transitioning some
of the properties facing Douglas from a low or medium density residential
use to a higher density or commercial use. In addition, Douglas Drive is
defined as a minor arterial street in the Comprehensive Plan.
E. REQUESTED ACTION
At the January 13, 2020 Planning Commission meeting, the Commission recommended
by a vote of 7-0 (two members absent) that the City Council approve the rezoning of
3501 Douglas Drive North to Planned Development (C-PD) to construct a specialized
care facility with the following conditions of approval:
1. Site Plan. The development shall be constructed according to the site plan in
attachment E. Prior to disturbing the site, Hampton shall:
a. Receive approval by the City Council of lot consolidation and easement
vacation applications to combine Hampton’s six properties at 3449, 3501, and
3505 Douglas Drive and 3442, 3456, and 3500 Edgewood Avenue into one
parcel, vacate drainage and utility easements, and provide new easements
on the final plat document.
b. Receive approval of the stormwater management plan by the Bassett Creek
Watershed Management Commission.
c. Sign a site improvement agreement with the city and provide an escrow to
guarantee installation of the parking lot, infiltration basin, and landscaping
plan.
d. Provide documentation on sheets C1.0 and L1.0 of the reason for the
removal of any trees over 12” in diameter. Hampton must demonstrate that
the number of replacement trees meets UDC requirements.
e. Submit a revised sheet C2.0 to show the location of “enter-only” and “exit-
only” signage at both driveway access points.
2. Rental licensing and inspections. Because the facility will not be inspected by
the state or other agency, a city rental license and inspections are required.
Before Hampton receives a certificate of occupancy from the city for the
specialized care facility, they shall secure a rental license from the city and
renew this license annually as required by the city. The required rental licensing
shall be the same as for a 32-unit multiple-family apartment dwelling which
includes an inspection to verify that the facility meets the property maintenance
regulations of Crystal City Code Section 425, as may be amended by the City
Council.
3. Overhead utilities. If utility lines are installed, relocated or extended, the lines
shall be buried underground. New private utilities, such as Xcel Energy, Center
Point Energy, or Comcast shall be buried underground.
City Council actions requested:
1. Second reading and adoption of the rezoning ordinance
2. Adoption of the resolution approving summary publication
7.3
Site Location and Neighborhood Notice Mailing Map
3501 Douglas Dr. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
7.3
Zoning Map
3501 Douglas Dr. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment B
7.3
2040 Comprehensive Plan Map
3501 Douglas Dr. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment C
7.3
Hampton Senior Care of Crystal, LLC
Suite Living Senior Care of Crystal, LLC
1824 Buerkle Road
White Bear Lake, MN 55110
STATEMENT OF PROPOSAL: City of Crystal
December 13, 2019
PROJECT NAME: Suite Living Senior Care of Crystal
PROPERTY ADDRESS: 3501 Douglas Drive, Crystal, MN 55422
APPLICANT: Hampton Senior Care of Crystal, LLC
1824 Buerkle Road
White Bear Lake, MN 55110
Jeremy Larson: 651-253-8924
Jeremy@hamptoncos.com
DESCRIPTION OF PROPOSED DEVELOPMENT:
Hampton Senior Care of Crystal and Suite Living is proposing to develop a memory care and assisted
living community to serve the care needs of the elderly citizens of Crystal and those with elderly family
members in need of memory care and assisted living services. Suite Living Senior Care of Crystal
community will feature a total of 32 private suites with 20 of them providing assisted living services and
the other 12 providing memory care services. The assisted living residents will be able to enjoy a home-
like atmosphere in a setting that allows them the freedom to participate in many amenities that not only
help assist them in their daily care needs but also provide them with a higher quality of life than that
offered in a more institutional setting. The memory care residents are provided with their own secured
area of the building that has its own separate amenities like a congregate dining room, sunroom,
activity/craft area and a secure outdoor porch. These residents benefit from a life enrichment program
that is specially designed for residents with Alzheimer’s and Dementia. At Suite Living Senior Care of
Crystal our goal is to provide our residents with the right care at the right time.
Building Description: Total Land Size: 1.94 Acres-Approx.
Building Size: 20,744 Sq. Ft.
Occupancy: 32 Private Suites
Floor 1: 20 Assisted Living Units / 12 Memory Care Units
Parking and Access: Hard Surface Parking (26 stalls, 1 designated handicapped will be designed with
dimensions and area in accordance with state law) will provide parking for
resident friends and family members along with Suite Living Senior Care staff.
Since none of our residents drive there will not be a significant need for parking.
Attachment D
7.3
Analysis currently and forward
The difference between transient building occupants i.e.: those driving and with
cars and fixed immobile occupants i.e.: residents
32 residents at any one time (immobile)
3 to 5 employees
1 to 3 visitors for a total of 4 to 8 transient occupants
There will be a circular drive through turn around with a covered walkway to
the entrance of the building which has a small portico which extends from the
vestibule entry over the walkway and partially into the circular driveway. The
portico will allow for enough clearance to allow for emergency vehicles to pass
and thus be able to enter and exit the site freely.
Illumination: Lighting from the installation of outdoor flood or spot lighting and illuminated
signs shall be of an intensity that is reasonable for the purpose served and will
be appropriately shielded minimizing the effects on the use and enjoyment of
adjoining properties.
Architectural Design: The building will combine stone, residential exterior materials, columns,
roofline gables, extending porches and entrances to the building. The overall
look is themed after a residential building providing a feeling of warmth and
comfort for the residents.
STATE CLASSIFICATION/LICENSURE:
Suite Living Senior Care of Crystal will be classified as a Housing With Services Establishment with the MN
Department of Health providing care and services via Suite Living’s Comprehensive Home Care License, also
through the MN Department of Health.
STATE REQUIRED INSPECTIONS:
The State will require a survey 6 months after the opening of Suite Care Senior Living of Crystal and then every
two years after that.
Suite Living does an annual renewal of our Housing With Services Certificates and annual renewal of our
Comprehensive Home Care Licenses.
Yearly inspections of kitchen equipment, sprinklers, fire alarms, fire extinguishers are conducted.
CONCLUSION:
Thank you for your time to review our proposal. Suite Living Senior Care of Crystal will provide great economic
benefits to the city and community with 32 assisted living and memory care suites, 25 plus full and part time
jobs with annual payroll of $750,000 and a significant contribution to the tax rolls for this property and provide
services to the residents of the City and surrounding area. The opportunity for the city to provide senior care
options in a very demanding market well into the future is a compelling reason to approve this application.
7.3
The project is designed and intended to accommodate the needs of development for benefit to the community,
as Suite Living’s high level of care, access to hospice and respite will bring.
Great care has been taken to make the building attractive both as a city and neighborhood friendly addition,
utilizing high quality finishes like LP smart siding, colored hard shingle in the staggered edge notched panels,
smoked glass in the fake dormers, cultured stone accents and wainscoting, an extensive landscape plan with
special attention to maintaining the existing buffer between the neighbors and the building.
The project will be designed exceeding the “required” landscaping and other basic requirements of code to
upgrade the appearance of the building. The project will manage to maintain the required setbacks from the
building to lot line front and back. Landscaping is for decorative purposes and can be moved when and if needed
but provides a buffer and ornamental screening.
As we work thru the grading plan, special attention will be paid to the drainage and excavation plan to assure
that the drainage of this site does not disturb the neighborhood.
By approving this project, the city is gaining an attractive, tax paying member to the community in an otherwise
idle property. The building is a secure building, noise is not an issue, and the neighbors should appreciate a
relatively peaceful co-existence with the new project. The project will bring many benefits to the community of
Crystal.
Such benefits will include:
- Local Chamber of Commerce Membership
- Meeting room space including use for business, choir practice, piano recitals, girl/boy scouts, book
clubs, churches etc.
- Be of host to community events
- Offer wellness clinics
- Charity drop off site for food and clothing
- Partnerships with local daycare centers
- Internship options for nursing students
- Volunteer opportunities
- Promote local businesses
We look forward to continuing to work with the City of Crystal during the review and approval process for this
application. Please contact me with any questions you have on any item as I would be more than happy to
discuss it in further detail.
Sincerely,
Jeremy Larson
Executive Vice President
Hampton Senior Care of Crystal
7.3
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .SUITE LIVING CRYSTALCRYSTAL, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE SURVEYV1.0UTILITY PLANC4.0ISSUED FOR: CITY SUBMITTALMASTER LEGEND:EX. 1' CONTOUR ELEVATION INTERVALCURB AND GUTTER (T.O = TIP OUT)SPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)SPOT GRADE ELEVATION TOP OF CURB (GUTTER TOP)SPOT GRADE ELEVATION TOP OF WALLSOIL BORING LOCATIONSPOT GRADE ELEVATION BOTTOM OF WALLEMERGENCY OVERFLOWPROPOSED MANHOLE STORMPROPOSED GATE VALVEPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER MAINPROPOSED FIRE HYDRANTEXISTING LIGHTEXISTING GAS METEREXISTING MANHOLEEXISTING CATCH BASINEXISTING GATE VALVEEXISTING HYDRANTEXISTING GAS VALVEEXISTING ELECTRIC BOXEXISTING STOPBOXPROPOSED MANHOLE SANITARYPROPOSED CATCH BASIN OR CATCH BASIN MANHOLE STORMPROPOSED SIGNEXISTING SPOT GRADE ELEVATIONINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0 SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0 REMOVALS PLANC5.2 CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5L1.1LANDSCAPE PLAN NOTES & DETAILSDYH EOF=1135.52SB-1TOPROPOSED LIGHTEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATER MAINEXISTING GAS MAINEXISTING UNDERGROUND ELECTRICEXISTING UNDERGROUND CABLE1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITOFF SITE WATER MAIN EXTENSION PLANC4.1SITE LOCATIONSITE LOCATION MAPNARCHITECT:ROSA ARCHITECTURAL GROUP, INC.1084 STERLING STREETST. PAUL, MN 55119651-366-7971DEVELOPER / PROPERTY OWNER:SUITE LIVING/HAMPTON COMPANIES LLC1341 COUNTY ROAD D CIRCLEVADNAIS HEIGHTS, MN 55109ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:HAUGO GEOTEVHNICAL SERVICES2825 CEDAR AVENUE SMINNEAPOLIS, MN 55407CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060LT1.0LIGHTING PLANAttachment E7.3
7.3
CONSTRUCTION LIMITSREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.REMOVE EXISTING SIGN,TYP.REMOVE EXISTINGGAS LINE,COORDINATE WITHUTILITY OWNERREMOVE EXISTINGOVERHEAD WIRES,COORDINATE WITHUTILITY OWNERREMOVE EXISTINGOVERHEAD WIRES,COORDINATE WITHUTILITY OWNERREMOVE EXISTINGOVERHEAD WIRES,COORDINATE WITHUTILITY OWNERREMOVEEXISTING FENCEREMOVEEXISTING FENCEREMOVE EXISTINGGAS LINE,COORDINATE WITHUTILITY OWNERREMOVE EXISTINGSERVICES TOPROPERTY LINE ANDCAP PER CITYSTANDARD, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDS30.5 24.530.224.00.71.6
49.71.6
0.615.7
0.71.4 5.177.845.192.412.19.212.09.1 Wood FenceWood FenceWood Fence/Trash Enclosure
Wood FenceDeckOne Story Brick Building
Address: 3501 Douglas Dr N
Foundation Area = 4,188+/- Sq. Ft.
East Boundary Line Per County
State Aid Highway No. 102, Plat 22
Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78 Building Overhang(Typ)Concrete Walk
[17]
[18]ExistingBuildingShedGas Easement PerDoc No. 810458[15]24" WM
8" SAN 10" SAN
10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20]
DOUGLAS DRIVE N
(A Public R/W)
EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]1479799910(Unimproved)2" Service(Per Map)Possible San. Service
Line (Per Map)
Possible San. Service
Line (Per Map)REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLC01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS & TREEPROTECTIONPLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:1.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.2.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.3.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.4.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.5.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.6.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.7.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.8.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.9.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS.10.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.11.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.12.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.13.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.14.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.15.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.16.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.CITY OF CRYSTAL REMOVAL NOTES:PER THE CITY OF CRYSTAL, THE FOLLOWING LISTS THE CITY'S TREE PROTECTIONREQUIREMENTS (520.11, SUBD. 5(D)):1.PAVING OR SOIL COMPACTION PROHIBITED.THE AREA WITHIN THE CRITICAL ROOT ZONE (AS DEFINED AS FIVE FEET BEYONDTHE DROP LINE) OF ANY PROTECTED TREE SHALL NOT BE SUBJECT TO PAVING ORSOIL COMPACTION.2.OWNER'S RESPONSIBILITY.DURING SITE DEVELOPMENT, THE PROPERTY OWNER OR DEVELOPER SHALL BERESPONSIBLE FOR THE ERECTION OF ANY AND ALL BARRIERS NECESSARY TOPROTECT ANY EXISTING OR INSTALLED TREES FROM DAMAGE BOTH DURING ANDAFTER CONSTRUCTION.3.TREE PROTECTION FENCING.(i)ALL PROTECTED TREES SHALL BE FENCED IN BEFORE GRADING OR OTHERLAND-DISTURBING ACTIVITY BEGINS. FENCING SHALL EXTEND AT LEAST FIVEFEET FROM THE EDGE OF THE DRIP LINE, BUT IN NO CASE CLOSER THAN TENFEET TO THE TRUNK.(j)THE ZONING ADMINISTRATOR SHALL CONSIDER EXISTING SITE CONDITIONSIN DETERMINING THE EXACT LOCATION OF ANY TREE PROTECTION FENCING;(iii)ALL FENCING REQUIRED BY THIS SUBSECTION SHALL BE AT LEAST FOURFEET IN HEIGHT AND SECURED USING APPROPRIATE POSTS.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:TREE REPLACEMENT:CITY TREE REPLACEMENT CALCULATIONS:OVERALL EXISTING TREES: 63 (814" DBH)OVERALL EXISTING TREES TO REMAIN:20 (267" DBH)SIGNIFICANT TREES REMOVED: 74 - 12"-17" DBH4 REPLACEMENT TREES REQ'D0 - 18"-23" DBH0 REPLACEMENT TREES REQ'D1 - 24"-35" DBH 6 REPLACEMENT TREES REQ'D2 - 36"-47" DBH 20 REPLACEMENT TREES REQ'D0 - 48" + DBH0 REPLACEMENT TREES REQ'DREQUIRED REPLACEMENT:30 TREESREFER TO ADDITIONAL CALCULATIONS ON SHEETS L1.0 AND L1.17.3
15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601A30601ADRAWERDRAWERCOFFEEDRAWER1B1B343318222425212328193031629520202032FDICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWCONCRETE DRIVEWAYAPRON PER CITYSTANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.CONSTRUCTION LIMITSNO
PARKING
SNOW STORAGE,TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONCONCRETESIDEWALK, TYP.4" CONC. WALK, SEEDETAIL, TYP.5' BLDG/PARKING SETBACK5 STALLS @ 9' =45'8 STALLS @ 9' =72'
30' BLDG. SETBACK LINE
30' BLDG. SETBACK LINE 5.0'18.0'5.0'25.0'40.3'14.5'17.9'8.0'35.0'284.5'8.0'5.0'ACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPS7' ROW
NO
PARKING 10'X10' TRASHENCL., SEEARCH. PLANS9.0'
12.9'6" THK. CONC. PAD, TYP.24.0'
R
1
0
.
0
'R5.0'R3.0'12 STALLS @ 9' =108'R20.0'2.0'R2
0
.
0
'
18'
ACCESSIBLE PARKING.CURB TAPER, TYP.MATCH EXIST. EDGE OF WALKCURB TAPER, TYP.10.6'5.7'18.0'24.0'18.0'37.7'R10.0'87.9'30.4'36.6'24.0'
5'FILTRATION BASIN 1BOT=867.33TOP=870.33EOF=870.33DT IE=865.83100-YR HWL=869.91VOL=(867.33-868.83)=5119 CF10' PARKING SETBACK5' BLDG/PARKING SETBACK10'86.0'64.0'75.0'EOF=870.33SEG. R-WALL,COORD. w/ ARCHFOR COLOR, TYP.SITE MONUMENT SIGN.LOCATION & TYPE BY OTHERSNO PARKING FIRELANE SIGNNO PARKING FIRELANE SIGNBIT. PVMT.,TYPBIT. PVMT.,TYPCONCRETE DRIVEWAYAPRON PER CITYSTANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.ACCESSIBLE PARKINGSPACE, INCL.SIGNAGE, STRIPINGAND RAMPSPROPOSED PROP. LINEBLACKDECORATIVEFENCING,LOCKABLE.TO BE PROVIDEDBY OWNER1.6
0.6N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUTNOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS ANDPAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTERCOMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER.ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREETOPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITEIMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW ANDAPPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BESTAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OFBUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUTNOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURBRAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC.WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED ORREQUIRED BY ADA OR LOCAL GOVERNING BODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEELANDSCAPE DOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF CRYSTAL SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 20'-0"20'-0"10'-0"N1.RESERVED FOR CITY SPECIFIC NOTES.Know what'sbelow.before you dig.CallRCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.CONSTRUCTION LIMITSTOOPERATIONAL NOTES:SNOW REMOVAL:SEE SNOW STORAGE AREA ON SITE PLAN.Parcel 1: Lot 1, Block 1, Douglas Medical Plaza, Hennepin County, Minnesota;Parcel 2: Lots 1, 2 and 3, Block 1, Douglas Plaza Addition, Hennepin County, Minnesota;Parcel 3: Lots 1 and 2, Block 1, Andersons Gardendale Acres, Hennepin County, Minnesota.SITE LEGAL DESCRIPTION:EXISTING ZONING: C- COMMERCIAL, R1- LOW DENSITY RESIDENTIALPROPOSED ZONING: PD- PLANNED DEVELOPMENTSITE ZONING:7.3
ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWCONSTRUCTION LIMITS7' ROW FILTRATION BASIN 1BOT=867.33TOP=870.33EOF=870.33DT IE=865.83100-YR HWL=869.91VOL=(867.33-868.83)=5119 CFEOF=870.33EXISTING 100-YRFLOODPLAINELEVATION = 870.50EXISTING 100-YRFLOODPLAINELEVATION = 870.50SB-4SB-3SB-2SB-6SB-1SB-51.6
0.6Wood FenceEast Boundary Line Per County
State Aid Highway No. 102, Plat 22
Highway Easement Per Doc No. 1738126
Concrete Walk
[17]
[18]Gas Easement PerDoc No. 810458[15]8" SAN 10" SAN
10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20]
DOUGLAS DRIVE N
(A Public R/W)
EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]14(Unimproved)2" Service(Per Map)Possible San. Service
Line (Per Map)
Possible San. Service
Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN. .. .. .. .. .. .1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOTLIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTINGSHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILSENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THENATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS &PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISENOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS.MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPESGREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAININGWALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUTTHE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALLEXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE INAREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENTAREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREASWITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTHFINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTINGGRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENTCONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOMERUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALLAREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THESTREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADEDTANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THEDIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THESOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET ORPARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCURWITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHEREMEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARYBY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OFANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE ORBELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION,AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTEDAREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURINGTHE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BERESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTIONOPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE,AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSGROUNDWATER INFORMATION:CITY OF CRYSTAL GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOPER GEOTECHNICAL REPORT BY HAUGO GEOTECHNICAL SERVICES, INC., DATED 10-18-2019GROUNDWATER WAS OBSERVED IN ONLY ONE BORING AT AN ELEVATION OF 864.00THE BORINGS & GROUNDWATER ARE AS FOLLOWS:SB-1NOT ENCOUNTEREDSB-4NOT ENCOUNTEREDSB-2NOT ENCOUNTEREDSB-5NOT ENCOUNTEREDSB-3NOT ENCOUNTEREDSB-6864.00SPOT GRADE ELEVATION MATCH EXISTING7.3
ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWCONSTRUCTION LIMITSNO
PARKING
7' ROW
NO
PARKING
FILTRATION BASIN 1BOT=867.33TOP=870.33EOF=870.33DT IE=865.83100-YR HWL=869.91VOL=(867.33-868.83)=5119 CFEOF=870.33EX. 15" RCP STORM@0.46% (AB)(FIELD VERIFY)INSTALL NEW MHSTRUCTURE TO EX. 15'RCP STORM PER CITYSTANDARDSEX. IE(N/S)=864.94PROP. IE(W)=865.0031 LF 12" RCPSTORM @2.68%OS1RIM=868.83IE=865.83CASTING:NEENAH R43426" PERF. PVC DT @0.00%IE= 865.83DT CLEANOUT, TYP. IE=865.83ROCK RIPRAP CHANNELTO BOTTOM OF BASINFROM CURB CUTCONNECT TO EXISTING 6" SANITARY SERVICEAT PROPERTY LINE PER CITY STANDARDS.FIELD VERIFY THE TRANSITION FROM THEEXISTING 4" PRIVATE SERVICE TO EXISTING6" STUB (SHOULD BE AT OR NEAR THEPROPERTY LINE) AND REMOVE 4" LINE.CONFIRM 6" SANITARY STUB LOCATION ANDSIZE PRIOR TO CONSTRUCTION.EX. IE (STUB)=863.50 ±(FIELD VERIFY PRIOR TO CONSTRUCTION)114 LF 6" PVC SDR26SANITARY @2.00%STUB 6" DIP COMBINEDWATER SERVICE TO 5'FROM BLDG. COORD.W/ MECH'LFIRE DEPARTMENTCONNECTION. PROVIDELOCKBOX ON BUILDINGNEAR FRONT DOORSTUB SANITARY TO 5'FROM BLDG. VERIFY ANDCOORD. W/ MECH'L PRIORTO CONSTRUCTIONSTUB IE=865.80±FES 1IE=867.3337LF 12" HDPESTORM @ 1.00%55LF 12" HDPESTORM @ 1.00%89LF 12" HDPESTORM @ 1.00%130LF 12" HDPESTORM @ 1.00%CB 5NYLOPLASTSTRUCTURERIM=872.42IE=870.44CBMH 4NYLOPLASTSTRUCTURERIM=871.72IE=869.14MH 3NYLOPLASTSTRUCTURERIM=872.60IE=868.59MH 2NYLOPLASTSTRUCTURERIM=870.50IE=867.70EX. FIRE HYDRANTPROPOSED 6" GATEVALVE AND BOXPROPOSED 6" DIPPROPOSED FIREHYDRANT & GATE VALVEPROPOSED 6" DIPWATERMAINPROPOSED 6" DIPPROPOSED6"x6"x6" TEE45° BEND (2)45° BEND (2)6"X2"TEE2" WATER SERVICE PIPE(MATERIAL PER CITYSTANDARDS)CONNECT TO EXISTING2" WATER SERVICE PERCITY STANDARDS1.6
0.6Wood FenceEast Boundary Line Per County
State Aid Highway No. 102, Plat 22
Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78
Concrete Walk
[17]
[18]Gas Easement PerDoc No. 810458[15]24" WM
8" SAN 10" SAN
10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20]
DOUGLAS DRIVE N
(A Public R/W)
EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]14(Unimproved)2" Service(Per Map)Possible San. Service
Line (Per Map)
Possible San. Service
Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF CRYSTAL UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.7.3
ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWNO
PARKING
7' ROW
NO
PARKING EOF=870.331.60.6Wood FenceEast Boundary Line Per County
State Aid Highway No. 102, Plat 22
Highway Easement Per Doc No. 1738126
Concrete Walk
[17]
[18]Gas Easement PerDoc No. 810458[15]24" WM
8" SAN 10" SAN
10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and Utility
Easement Per Plat of
Douglas Medical Plaza
[20]
DOUGLAS DRIVE N
(A Public R/W)
EDGEWOOD AVE N(A Public R/W)(Width Varies)
Drainage and Utility
Easement Per Plat of
ANDERSON'S
GARDENDALE ACRES
[20]14(Unimproved)2" Service(Per Map)Possible San. Service
Line (Per Map)
Possible San. Service
Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC4.1OFF SITEWATER MAINEXTENSION PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF CRYSTAL UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.34TH AVENUE N.DOUGLAS DRIVE N.
EDGEWOOD AVENUE N.PLATTED ROWPLATTED ROWPLATTED ROWPLATTED ROW PLATTED ROWPLATTED ROW PLATTED ROWPLATTED ROW
PLATTED ROW PLATTED ROW WATERMAIN LOOP THROUGH OUR SITE, THENSOUTH ALONG CITY RIGHT OF WAY BETWEENDOUGLAS AND FLORIDA AVEPROPOSED 6" DIPEXISTING 6" WATERMAIN.EXISTING 6" WATERMAIN.PROPOSED 6" GATE VALVE & BOXEXISTING 6" WATERMAIN.EXISTING 6" GATE VALVE & BOXEXISTING 6" WATERMAIN.7.3
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS. .. .. .. .. .. .BENDCROSSTEE45° BENDWYENOTES:1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED ABOVE, ADJUSTED IFNECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES).4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREASAND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL.5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOILBEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARINGSTRESS) X (TABLE VALUE).PLUGGED CROSSPLUGGED CROSSEACH AREA IS 1/2 OFTABULATED AREAPLUGGED TEEPLUG OR CAP1/4" PLYWOODOVER FACEOF BOLTSA1A2NOMINALFITTING SIZE(INCHES)TYE, WYE,PLUG, OR CAP90° BEND,PLUGGEDCROSSTEE PLUGGEDON RUNA1A245°BEND22.5°BEND11.25°BEND41.0 1.4 1.9 1.4 1.0 - -62.1 3.0 4.3 3.0 1.6 1.0 -105.9 8.4 11.8 8.4 4.6 2.6 1.2128.5 12.0 17.0 12.0 6.6 3.4 1.71411.5 16.3 23.0 16.3 8.9 4.6 2.31615.0 21.3 30.0 21.3 11.6 6.0 3.01819.0 27.0 38.0 27.0 14.6 7.6 3.62023.5 33.3 47.0 33.3 18.1 9.4 4.72434.0 48.0 68.0 48.0 26.2 13.6 6.863.8 5.3 7.6 5.4 2.9 1.5 1.0THRUST BLOCKN T S76"PROVIDE INSULATION PER PLAN FIELD VERIFY DEPTH6"4"6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD (USE 2-2"THICK BOARDS). MASTIC ALL JOINTSEXTEND INSULATION BOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADED
I
A DIA + 3'UTILITY PIPE66"8"12"13 1/2"6"1/2" RADIUSFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSCLASS V AGGREGATE SUBBASE-SEEBITUMINOUS PAVEMENT DETAIL (6" MIN.)FINISHED GRADE0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPEGUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPESAWAY FROM CURB. SEE PLANN T SB-612 CONCRETE CURB AND GUTTER7"27"20"FINISHED GRADESLOPE GUTTER 3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONSCONTINUOUS SLOPE CONCRETE CURBAND GUTTERPAVEMENT MATERIALSSEE DETAIL6"6"RIBBON CURBN T S3LIGHT DUTY BITUMINOUS PAVEMENT8" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.EXTEND POST PAST TOP OF POST6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1COAT OF APPROPRIATE PRIMER AND TWO COATSSIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT.COVER WITH YELLOW "IDEAL SHIELD" PLASTICCOVER.10 DEGREE SLOPE1 INCH SILICONE RUBBEROR ASPHALTIC CAULKINGCOMPOUNDFILL ANNULAR SPACE TO 1 INCHFROM TOP WITH SILICA SAND1/4" METAL PLATE WELDED TOBOTTOM OF 6” PIPECONCRETE FOOTING AS SPECIFIED6"3'-6"2'-6"60"-66"FROM PAVEMENT TOBOTTOM OF SIGN 1/2"MATERIAL VARIES-SEE PLANHANDICAP PARKING SIGN,12"X18", OR PER LOCAL CODENOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROMPARKING GRADE, SEE SIGN POST INSTALLATIONDETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPEARCHITECT PRIOR TO INSTALLATION.GREEN POWDER COATED STEEL SQUAREPOST AS SPECIFIEDACCESSIBLE SIGN AND POSTN T S1'-6"GALVANIZED STEEL FASTENER(TYP. OF 2)CITY CODEPER 8'MIN.NOPARKING8'MIN.8'MIN.HANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOLOF ACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTERED TOWARDDRIVE AISLEHANDICAP SIGN CENTERED ATHEAD OF SPACE ON CENTERSTRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12" HIGHLETTERING OF "NO PARKING"CENTERED TOWARD DRIVEAISLE4" WIDE PAINTED STRIPING, 45DEGREE CROSS HATCHPATTERN AT 2' O.C. AT ACCESSAISLEFACE OF CURBSIDEWALKHANDICAP SIGN CENTERED ATHEAD OF SPACE, 2' MIN. AND 8'MAX. FROM FACE OF CURBNOTE: STRIPING TO MATCHPARKING, UNLESS PERLOCAL CODENOTE: SEE PLAN FOR PARKING LAYOUTNOPARKINGNOPARKINGNO PARKING SIGN CENTERED ATHEAD OF SPACE ON CENTERSTRIPEACCESSIBLE SIGNAGE AND STRIPINGN T S18" RADIUS5'-6" SQUARE OVERALL3" LINE WIDTH6" LINE WIDTH12" DIAMETER6" RADIUSALL COLORS TO MATCH ADASTANDARD COLORS451FINISHED GRADETOOLED CONTROL JOINTSEE DETAIL (TYP.)LIGHT BROOM FINISH PERPENDICULAR TOTRAFFIC WITH 3" WIDE SMOOTHTROWELLED EDGE5" CONCRETE AS SPECIFIED6" CLASS 5 AGGREGATE BASECOMPACTED SUBGRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITEA.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHTREQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS.CONCRETE WALK/PAD3"2"THIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OFMULCH DOWN 1"FROM TOP OF WALKN T S (PRIVATE PROPERTY)87.3
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS. .. .. .. .. .. .D18"3H:1L MAX.BIO-FILTRATION BASIN (RAIN GARDEN - TYP.)N T STYPICAL SECTION VIEW1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TOPREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TOSETTING FINAL GRADE OF BIORETENTION DEVICE.5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENTBASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYINGSOILS FROM CLOGGING.6.PERFORM ALL OTHER SITE IMPROVEMENTS.7.PLANT ALL AREAS AFTER DISTURBANCE.8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE.11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA ISADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWINGEXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUINGCONSTRUCTION.2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTIONEARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BEUNDISTURBED, UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCINGRIBBON CURB OR CURB CUT, SEESITE AND GRADING PLANSGRASS PRE-TREATMENT STRIP ORPRE-TREATMENT STRUCTURE, SEEUTILITY AND LANDSCAPE PLANSUNDISTURBED, UNCOMPACTED INSITU SOILNET LESS EROSION BLANKET IN BOTTOM OFBASIN. SLIT BLANKET TO ALLOW PLANTMATERIAL SURFACE IF PLUG PLANTING IS TOBE USED, SEE GRADING AND LANDSCAPEPLANSMIN.PLANTING MEDIUM DEPTH 24"WITH A WELL BLENDED MIXTURE (BY VOLUME):70% HOMOGENOUS CONSTRUCTION SAND30% ORGANIC COMPOSTSEE GRADING PLAN FOR DEPTHPLANT MATERIAL, SEE LANDSCAPE PLANSIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS6"4"1.5'UNDERDRAIN GRAVEL BLANKET1-1.5" DOUBLE WASHED STONE(NON LIMESTONE OR CONCRETE MATERIAL)NON-WOVEN GEOTEXTILE (MnDOT 3733,TYPE 1 - HIGH FLOW RATE)AROUND GRAVEL BLANKET - EXTENDING 1.5'FROM UNDERDRAIN PIPE SIDESPERFORATED UNDERDRAIN OUTLET PIPE6" DIAMETER RIGID, PERFORRATED PVC.SEE UTILITY PLAN618"MIN.12"112"27"112"16" O.C.STEPS ON DOWNSTREAM SIDECOVER SHALL BE STAMPED"SANITARY SEWER"BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x6" 10/10 MESHPRECAST CONCRETE CONE SECTIONMETAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING,AND ALONG OUTSIDE.316"VARIABLE1'- 8" MAX.CLSLOPE AT 2 IN./FT. (TYP)FLOWRUBBER BOOTFLOWRUBBERBOOTRUBBER GASKET - TYPAT ALL JOINTSGROUT TO 1/2 PIPESLOPE @ 2 IN./FT.(TYP)SANITARY SEWER MANHOLEN T S1VARIES - TYP. 4'FLOWFLOW61"RIM ELEVATION"PRECAST COVER -8" THICKSTEPS - INSTALL ONDOWNSTREAM SIDE@ 16" O.C.PRECAST CONCRETESECTIONGROUT SHELF ANDCHANNELSMETAL SEWER CASTING -REFER TO STRUCTURESCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.STORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZESBASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT, ORPOURED 8" SLAB REINFORCED WITH6" x 6" 10/10 MESHRUBBER GASKET -TYP AT ALL JOINTSCATCH BASINN T SDIMENSIONS FROM BACK OF CURB(BOC) TO CENTER OF PIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOC2MIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING, ANDALONG OUTSIDE.METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEPRECAST CONCRETE CONE SECTIONBASES SHALL BE 8" STANDARD PRECASTWITH 2" LEAN GROUT, OR POURED 8"SLAB REINFORCED WITH 6" x 6" 10/10MESHCOVER SHALL BE STAMPED"STORM SEWER"STEPS ON DOWNSTREAM SIDEGROUT SHELF AND CHANNELS16" O.C.VARIABLE27"112"VARIABLE 18"MIN.STORM MANHOLEN T SDIMENSIONS FROM BACK OF CURB(BOC) TO CENTER OF PIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOC3PIPE BEDDING - RCP & DIPN T S4PIPE BEDDING - PVCN T S57.3
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS. .. .. .. .. .. .7.3
ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWCONSTRUCTION LIMITS7' ROW FILTRATION BASIN 1BOT=867.33TOP=870.33EOF=870.33DT IE=865.83100-YR HWL=869.91VOL=(867.33-868.83)=5119 CF10' PARKING SETBACK EOF=870.337-SGJ7-IHD7-SGJ7-IHD8-IHD9-SSW9-SSW5-LDN1-SHL1-SHL1-SHL1-SHL3-NS3-BHS2-SWO(1)EXISTINGTREE, TYP.2-ISL5-PE5-SWO2-ISL3-PDPB4-SWO3-PDPB1-SHL1-SHL1-SWO1-ISL1-ISL1-PE1-PE1-PE1-PE1-PE4-DKL4-DKL10-LLH28-DCC6-LDN7-DKL7-DKL7-LDN2,920 SF5-DN3-DN3-DN24" DECORATIVE ROCKMAINTENANCE STRIPLAWNEDGER, TYP.18-DCC11-LLHFDCACCESS7-DCC4-LLH7-DCC5-LDN4-LLH7-DCC5-LDN4-DCC6-LDN4-LDN7-DCC4-LLH7-DCC4-LDN7-DCC5-LLH18-DCC24" DECORATIVE ROCKMAINTENANCE STRIPEXISTINGTREE, TYP.(7)EXISTINGTREES, TYP.EXISTINGTREE, TYP.EXISTINGTREE, TYP.EXISTINGTREE, TYP.EXISTINGTREE, TYP.2-SHL(1)EXISTINGTREE, TYP.2-SHLBLACKDECORATIVEFENCING,LOCKABLE.TO BE PROVIDEDBY OWNER1.6
0.6Wood FenceEast Boundary Line Per County
State Aid Highway No. 102, Plat 22
Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78
Concrete Walk
[17]
[18]Gas Easement PerDoc No. 810458[15]8" SAN 10" SAN
10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20]
DOUGLAS DRIVE N
(A Public R/W)
EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]14(Unimproved)2" Service(Per Map)Possible San. Service
Line (Per Map)
Possible San. Service
Line (Per Map)REVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN04/03/19 FDC REVISIONS. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLC1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CYPRESS MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN AMINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACTSHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL LOAM AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.7.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINALLOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.8.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.9.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.10.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.11.REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES.12.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALLPROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THEEDGE OF PAVEMENT/BACK OF CURB.13.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.LANDSCAPE NOTES:01" = 20'-0"20'-0"10'-0"NPLANT SCHEDULE - ENTIRE SITESYMQUANT.COMMON NAMEBOTANICAL NAMESIZEROOTCOMMENTSDECIDUOUS TREESSWO10SWAMP WHITE OAKQuercus bicolor2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSHL10SKYLINE HONEY LOCUSTGleditsia triacanthos f. inermis 'Skycole'2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMPDPB5PRAIRIE DREAM PAPER BIRCHBetula papyrifera 'Varen'2.5" CAL.B&BMULTI-STEM.PE10PRINCETON ELMUlmus americana 'Princeton'2.5" CAL.B&BSTRAIGHT LEADER. FULL FORM.35TOTAL DECIDUOUS OVERSTORY TREESORNAMENTAL TREESISL6IVORY SILK LILAC TREESyringa reticulata 'Ivory Silk'2" CAL.B&BSTRAIGHT LEADER. FULL FORM6TOTAL ORNAMENTAL TREESEVERGREEN TREESBHS3BLACK HILLS SPRUCEPicea glauca 'Densata'6' HT.B&BSTRAIGHT LEADER. FULL FORMNS3NORWAY SPRUCEPicea abies6' HT.B&BSTRAIGHT LEADER. FULL FORM6TOTAL EVERGREEN TREES47SUM, TOTAL SITE TREESSHRUBS - CONIFEROUS & EVERGREENSGJ14SEA GREEN JUNIPERJuniperus chinensis 'Sea Green'#5CONT.36" HT.DKL22DWARF KOREAN LILACSyringa meyeri 'Palibin'#5CONT.24" HT.IHD22IVORY HALO DOGWOODCornus alba 'Bailhalo'#5CONT.36" HT.LLH38LITTLE LIME HYDRANGEAHydrangea paniculata 'Jane'#3CONT.24" HT.LDN42LITTLE DEVIL NINEBARKPhysocarpus opulifolius 'Donna May'#3CONT.24" HT.DN11DIABOLO NINEBARKPhysocarpus opulifolius 'Monlo'#5CONT.36" HTSSW18SHINING SENSATION WEIGELAWeigela florida 'Bokrashine'#5CONT.36" HT.167TOTAL SHRUBSPERENNIALSDCC110DIANTHUS 'CRANBERRY COCKTAIL'Dianthus 'Cranberry Cocktail'#1CONT.Know what'sbelow.before you dig.CallRSEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS -SEE PLANT SCHEDULE AND PLAN FOR SPECIES ANDPLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLANDSCAPE EDGING SHALL BE 4" WIDE ALUMINUM.COLOR BLACK.LAWN - SODROCK MAINTENANCE STRIP OVER FILTER FABRIC. DRESSERTRAP ROCK, #814, 3/8"-3/4" SIZE OVER FILTER FABRIC,SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLANSHREDDED CYPRESS MULCH, SAMPLES REQUIREDPROVIDE EDGING AS SHOWN ON PLANTREE REMOVAL & REPLACEMENT:CITY TREE REPLACEMENT CALCULATIONS:OVERALL EXISTING TREES (ON-SITE): 63 (814" DBH)OVERALL EXISTING TREES TO REMAIN:20 (267" DBH)SIGNIFICANT TREES REMOVED: 7 (165" DBH)SEE CALCULATIONS BELOW & ON SHEET L1.1.REQUIRED REPLACEMENT:30 TREES (30 PROVIDED)CITY REQUIRED LANDSCAPING:EXISTING SITE:84,293 SFGREEN SPACE REQUIREMENTS, 15%:12,644 SF MIN. REQ'D (42,176 SF, 50% PROVIDED)OVERALL EXISTING TREES: 63 (814" DBH)OVERALL EXISTING TREES TO REMAIN:20 (267" DBH)GREEN SPACE REQUIREMENTS:1 TREE PER 1,000 SF OF SITE:12,644 / 1,000 = 12.64 TREES REQ'D (13 PROVIDED)(9 OF 13 ARE CREDIT FROM EXISTING TREES; 4 NEW TREES PROVIDED)1 SHRUB PER 100 SF OF SITE:12,644 / 100 = 126 SHRUBS REQ'D (126 PROVIDED)TREE REMOVAL REQUIREMENTS:SIGNIFICANT TREES REMOVED: 74 - 12"-17" DBH4 REPLACEMENT TREES REQ'D0 - 18"-23" DBH0 REPLACEMENT TREES REQ'D1 - 24"-35" DBH 6 REPLACEMENT TREES REQ'D2 - 36"-47" DBH 20 REPLACEMENT TREES REQ'D0 - 48" + DBH0 REPLACEMENT TREES REQ'DREQUIRED REPLACEMENT:30 TREES (30 PROVIDED)PARKING LOT LANDSCAPING REQUIREMENTS:SCREENING ADJACENT PUBLIC RIGHT-OF-WAY:EAST BOUNDARY: TREES REQ'D 1 PER 30 LF & 5' LANDSCAPE BUFFER215 LF / 30 LF = 7.16 TREES REQ'D (8 PROVIDED)SCREENING ADJACENT RESIDENTIAL DISTRICT:SOUTH BOUNDARY (R-2 DISTRICT): TREES REQ'D 1 PER 30 LF & 10' LANDSCAPE BUFFER100 LF / 30 LF = 3.33 TREES REQ'D (3 PROVIDED)PARKING LOT INTERIOR:4 ISLANDS = 4 TREES REQ'D (4 PROVIDED)TOTAL REQUIRED LANDSCAPING:VARIETY OF TREE SPECIES REQUIRED: 25%TREES TO BE FROM CITY-APPROVED TREE LISTEXISTING TREES:63 (814" DBH)REQUIRED TREES:58 TOTAL REQ'D (58 TOTAL PROVIDED)REPLACEMENT TREES REQ'D:30 (30 PROVIDED)GREEN SPACE TREES REQ'D:13 (13 PROVIDED - 9 EXISTING, 4 NEW)EAST PARKING LOT SCREEN REQ'D: 8 (8 PROVIDED)SOUTH PARKING LOT SCREEN REQ'D: 3 (3 PROVIDED)INTERIOR PARKING LOT REQ'D: 4 (4 PROVIDED)REQUIRED SHRUBS:126 TOTAL REQ'D (126 PROVIDED)GREEN SPACE SHRUBS REQ'D:126 (126 PROVIDED)BUILDING FACE FOUNDATION/PERIMETER SHRUBS REQ'D (PROVIDED)LEGEND:7.3
REVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLC 1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEWAND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANYEXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNEENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PERNATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE ANDMETERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT.EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADEPRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVERPOSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TOEACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODEALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARCON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATHVALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED24" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1Know what'sbelow.before you dig.CallRPERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT3THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT2PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.TREE REMOVAL AND PRESERVATION CALCULATIONS7.3
REVISION SUMMARYDATEDESCRIPTIONLT1.0LIGHTING PLAN. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLC
7.3
7' ROW
CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPPERIMETER EROSIONCONTROL AT CONST.LIMITS, TYPSB-4SB-3SB-2SB-6SB-1SB-530.5 24.530.224.00.71.6
49.71.6
0.615.7
0.71.4 5.177.845.192.412.19.212.09.1 Wood FenceWood FenceWood Fence/Trash Enclosure
Wood FenceDeckOne Story Brick Building
Address: 3501 Douglas Dr N
Foundation Area = 4,188+/- Sq. Ft.
East Boundary Line Per County
State Aid Highway No. 102, Plat 22
Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78 Building Overhang(Typ)Concrete Walk
[17]
[18]ExistingBuildingShedGas Easement PerDoc No. 810458[15]24" WM
8" SAN 10" SAN
10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20]
DOUGLAS DRIVE N
(A Public R/W)
EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]1479799910(Unimproved)2" Service(Per Map)Possible San. Service
Line (Per Map)
Possible San. Service
Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 20'-0"20'-0"10'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAININGANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.7.3
ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWNO
PARKING
7' ROW
NO
PARKING
10' PARKING SETBACK
CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPPERIMETER EROSIONCONTROL AT CONST.LIMITS, TYPSB-4SB-3SB-2SB-6SB-1SB-51.6
0.6Wood FenceEast Boundary Line Per County
State Aid Highway No. 102, Plat 22
Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78
Concrete Walk
[17]
[18]Gas Easement PerDoc No. 810458[15]24" WM
8" SAN 10" SAN
10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20]
DOUGLAS DRIVE N
(A Public R/W)
EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]14(Unimproved)2" Service(Per Map)Possible San. Service
Line (Per Map)
Possible San. Service
Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1. NO SNOW STORAGE OR CONSTRUCTION ACTIVITY SHALL TAKE PLACE IN THEPROPOSED FILTRATION BASINCITY OF CRYSTAL EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAININGANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.7.3
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS. .. .. .. .. .. .OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24"
24"
24"
MIN.
6"6"SEDIMENT FENCEN T S57.3
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE. .. .. .. .. .. .OWNER:HAMTPON COMPANIES1824 BUERKLE ROADWHITE BEAR LAKE, MN 55110OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMCONTACT:PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING OFFICE AND SF RESIDENTIAL PROPERTY ADDING ONE ASSISTED HOUSING BUILDING. SITE,GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. AN MPCA SOILS ASSESSMENT WAS COMPLETED AND IT WAS DETERMINED THATTHIS SITE IS APPROPRIATE FOR INFILTRATION.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO BASSETT CREEK WHICH IS IDENTIFIED AS IMPAIRED WATER BODIES PER THE MPCA'S303(D) IMPAIRED WATERS LIST. BASSETT CREEK IS IMPAIRED FOR FECAL COLIFORM, AND FISHES BIOASSESSMENTS. BECAUSE THESE WATERSARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 3/16/2017 (8 HOURS), EXP. 5/31/2020THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL ORWHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERALPERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNINGEROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE)FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPPDOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS.4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)6. CLEAR AND GRUB REMAINDER OF SITE7. STRIP AND STOCKPILE TOPSOIL8. ROUGH GRADING OF SITE9. STABILIZE DENUDED AREAS AND STOCKPILES10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S12. INSTALL STREET SECTION13. INSTALL CURB AND GUTTER14. BITUMINOUS ON STREETS15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND17. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING,REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BEKEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THESITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARSAFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THENOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONSAND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OFWAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENTSYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OFALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSIONPREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS ANDIMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITHTHE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTIONWITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESEINDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITHTHE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER ISEXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATERMANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETEALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATIONDESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OROPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLYMINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARECAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210,SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN ANAPPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS ANDACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHENSTEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATIONPRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATEDIMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ONANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUSTBE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION ISNOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES.STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUTPERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREASWITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THERESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY ORPERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTINGTO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OFTEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACEWATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLYCEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURINGCONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BESTABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENTCONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTIONPRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGEDITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURSAFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE ANDDOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS.PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUSTINSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEPTHE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICESOR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONALPRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY ASAPPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY(E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL ANUPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATESHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THESHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THENEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THENEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ONTHE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THESTORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENTTRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLEAND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDEREDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THEPROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALLPERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURALBUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATERCONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE,PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IFINSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCEWITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONSPROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENTCONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEMFOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING(E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASINON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECKTO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2)WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASINPRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THEDISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOESNOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS INTHE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL,RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASHWATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTIONSITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALLEVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE ORSUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTERDISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IFFIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES ANDCONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION.PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS,CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS INEXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USEALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHINSEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATEAND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACEWATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMSWITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES.PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IFAPPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THEDEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITEIN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTIONACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRINGANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BESUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TORESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAYBE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMINGCONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTEDAND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARENEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACHEVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLEDONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEMTHAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPHAND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN,AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITHSTORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCEOF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZECONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE,HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURINGCOMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARYCONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER.PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OFDRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE ATALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FORRECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BYMINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEESMUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLSAND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORESOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUTWASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFFFROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES INCOMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUTFACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARECOMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRESITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTUREFINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDERTHIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREASPRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH ADENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF ASPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT ANDMUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING ASDESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIORTO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES AREFINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THERESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TOTHE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUSTRETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATIONAND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TOA MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATSCOVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCESEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.GENERAL SWPPP REQUIREMENTS AND NOTES:7.3
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: SUITE LIVING CRYSTALPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 3501 DOUGLAS DRIVECITY OR TOWNSHIP: CRYSTALSTATE: MNZIP CODE: 55422LATITUDE/LOGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.019839 N, -93.360552 EMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: CRYSTALALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 1.19PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE):CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 0.94POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 0.80TOTAL NEW AREA OF IMPERVIOUS SURFACE: 0.80RECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)07010206-538...BASSETT CREEK...RIVER - CREEK...N...Y...DATES OF CONSTRUCTIONCONSTRUCTION START DATE: 4/1/20ESTIMATED COMPLETION DATE: 1/1/21GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): CONSTRUCTION OF RESIDENTIAL BUILDING AND ASSOCIATED SITE FEAUTRESDESCRIBE SOIL TYPES FOUND AT THE PROJECT: HSG DSITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDINGWETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROTION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURESUSED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLETPROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSIONCONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTRUBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTEQUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW,INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8)7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL ANDIMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.BASSETT CREEK - FISH BIOASSESSMENTSB. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONALBMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THEIDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? NOIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUETO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTMETHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D):·INFILTRATION/FILTRATION·INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.FILTRATIONCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTEDTO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (IV.B)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILYOR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES ORSWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS.SEDIMENT CONTROL PRACTICIES (IV.C)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATEDPRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT.N/ADEWATERING AND BASIN DRAINING (IV.D)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THENOTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BEPROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A.N/AINSPECTIONS AND MAINTENANCE (IV.E)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) accordingto Minn. R. ch. 7045, including restricted access and secondary containment:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. Describe spill prevention and response for fueling and equipment or vehicle maintenance:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (IV.G)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5):UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OFTERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE)SOILS INFORMATIONMAP UNITSYMBOLU1AURBAN LAND-UDORTHENTSMAP UNIT NAMEL52CURBAN LAND-LESTER COMPLEX....7.3
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL
3501 Douglas Drive, Crystal, MN 55422
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N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL
1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1,2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: FACILITY ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER?IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (PART IV.B)1. SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH)4. ARE THERE BMP'S FOR ONSITE STOCKPILES?5. ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?6. DO PIPE OUTLETS HAVE ENERGY DISSIPATION?COMMENTS:SEDIMENT CONTROL REQUIREMENT (PART IV.C)1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS?2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE?3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS?5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS?6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS?7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION?8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE?9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS?COMMENTS:MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER?2. ANY DITCH EROSION OBSERVED?3. PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE?4. ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY?COMMENTS:OTHER1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER?2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS?3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?4. ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF?5. IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN?COMMENTS:7. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE?7.1. IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGEHAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BERECOVERED WITHIN 7 DAYS?8. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE:9. IS ANY DEWATERING OCCURRING ON SITE?9.1. IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO?10. IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE?11. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE?12. IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT?12.1. IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT?13. IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED?13.1. IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE.14. ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION?14.1. DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES?15. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS:16. PROPOSED AMENDMENTS TO THE SWPPP:17. POTENTIAL AREAS OF FUTURE CONCERN:18. ADDITIONAL COMMENTSDISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.Y N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).7.3
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STROH ENGINEERINGconsulting structural engineersPO 792140Paia, HI 96779strohengineering@hotmail.comPRELIMINARYN O T F O RCONSTRUCTIONDRAWN BY:CHECKED BY:REVISIONS:PROJECT #:cCOPYRIGHT 2019DATE:RRROSA ARCHITECTURAL GROUPSHEET1084 Sterling StreetSt. Paul, MN 55119tel: 651-739-7988fax: 651-739-3165RosaArchitecturalGroupInc.PREPARED BY ME OR UNDER MY DIRECT SPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN,SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.REG. NO.SIGNED:PRINT NAME:DATE:PREPARED BY ME OR UNDER MY DIRECTSPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN,SUPERVISION AND THAT I AM A DULYLICENSED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.SIGNED:PRINT NAME:DATE:3501 Douglas DriveCrystal, MN 5542221931DEC. 12, 2019JLPROPOSEDA4.1COLORSuite LivingELEVATIONSA4.113/32" = 1'-0" (ON 24x36 SHEET)PROPOSED FRONT ELEVATIONA4.123/32" = 1'-0" (ON 24x36 SHEET)PROPOSED SIDE ELEVATIONA4.133/32" = 1'-0" (ON 24x36 SHEET)PROPOSED SIDE ELEVATIONA4.143/32" = 1'-0" (ON 24x36 SHEET)PROPOSED REAR ELEVATIONA4.153/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.A4.163/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.A4.173/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.A4.183/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.7.3
7.3
ORDINANCE NO. 2020 - _____
CITY OF CRYSTAL
AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR
HAMPTON COMPANIES LOCATED AT 3501 DOUGLAS DRIVE NORTH
FROM COMMERCIAL (C) AND LOW DENSITY RESIDENTIAL (R-1)
TO COMMERCIAL (C) – PLANNED DEVELOPMENT
THE CITY OF CRYSTAL ORDAINS:
Section 1. Legislative Findings. The City Council of the City of Crystal hereby finds and
determines as follows:
(a)Hampton Companies (“Applicant”) is proposing to purchase the property at
3501 Douglas Drive North (“Property”) and has requested the City to rezone
the property to the planned development overlay district as provided in
Crystal city code, subsection 510.31; and
(b)The request would rezone the Property from Commercial (C) and Low
Density Residential (R-1) to Commercial Planned Development (C-PD); and
(c)The rezoning request is to allow the Applicant to construct a specialized care
facility, which involves the consolidation of the Applicant’s parcels into a
single platted parcel and approval of a site plan; and
(d)The Planning Commission held a public hearing on the rezoning request on
January 13, 2020 and voted to forward the requested rezoning to the City
Council with a recommendation that it be approved with certain conditions;
and
(e) The City Council determines the proposed rezoning of the Property complies
with the approval criteria in Crystal city code, subsections 510.29 and 510.31,
and other applicable provisions.
Section 2. Rezoning. Subject to the conditions in Section 3 of this ordinance, the Zoning
Map of Crystal, Minnesota is hereby amended as follows:
The zoning classification of the following legally described property addressed as
3501 Douglas Drive North, currently classified as Commercial (C) and Low
Density Residential (R-1), shall henceforth be classified as Commercial – Planned
Development (C-PD):
Lot 1, Block 1, Suite Living of Crystal, Hennepin County, Minnesota.
Attachment F
7.3
Section 3. Conditions. The rezoning approved herein is conditioned on compliance with the
following:
(a) Site Plan. The development shall be constructed according to the site plan in
attachment E of the staff report. Prior to disturbing the site, the applicant shall:
1. Receive approval by the City Council of lot consolidation and
easement vacation applications to combine the applicant’s six
properties at 3449, 3501, and 3505 Douglas Drive and 3442, 3456, and
3500 Edgewood Avenue into one parcel, vacate drainage and utility
easements, and provide new easements on the final plat document.
2. Receive approval of the stormwater management plan by the Bassett Creek
Watershed Management Commission.
3. Sign a site improvement agreement with the city and provide an
escrow to guarantee installation of the parking lot, infiltration basin,
and landscaping plan.
4. Provide documentation on sheets C1.0 and L1.0 of the reason for the
removal of any trees over 12” in diameter. The applicant must
demonstrate that the number of replacement trees meets UDC
requirements.
5. Submit a revised sheet C2.0 to show the location of “enter-only” and
“exit-only” signage at both driveway access points.
(b) Rental licensing and inspections. Because the facility will not be inspected by
the state or other agency, a city rental license and inspections are required.
Before Hampton receives a certificate of occupancy from the city for the
specialized care facility, they shall secure a rental license from the city and
renew this license annually as required by the city. The required rental
licensing shall be the same as for a 32-unit multiple-family apartment
dwelling which includes an inspection to verify that the facility meets the
property maintenance regulations of Crystal City Code Section 425, as may be
amended by the City Council.
(c) Overhead utilities. If utility lines are installed, relocated or extended, the lines
shall be buried underground. New private utilities, such as Xcel Energy,
Center Point Energy, or Comcast shall be buried underground.
Section 4. Zoning Map Amendment. The zoning administrator is authorized and directed to
amend the Zoning Map in accordance with this ordinance and to take any such
other actions as may be required to effectuate this rezoning.
Section 5. Effective Date. This ordinance shall not be codified into the Crystal city code and
is effective in accordance with Crystal city code, subsection 110.11.
7.3
_
_____________________________
Jim Adams, Mayor
ATTEST:
__________________________
Chrissy Serres, City Clerk
First Reading: January 21, 2020
Second Reading and Adoption: ________________________
Publication: ________________________
Effective Date: ________________________
7.3
1
634341v1CR205-30
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2020-__
RESOLUTION APPROVING SUMMARY LANGUAGE
FOR PUBLICATION OF ORDINANCE NO. 2020-___
WHEREAS, the Crystal City Council adopted Ordinance No. 2020-___ “An Ordinance
Amending the Zoning Map to Rezone Property for Hampton Companies Located at 3501 Douglas
Drive North from Commercial (C) and Low Density Residential (R-1) to Commercial (C) –
Planned Development” (“Ordinance”) at its meeting held on February 4, 2020; and
WHEREAS, Section 3.12 of the Crystal City Charter and Section 110.13 of the Crystal
City Code indicate that ordinances approved by the City Council will be published in summary
form and that the City Council is to approve the form of the summary.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal that the
following summary language is hereby approved for publication of the Ordinance:
CITY OF CRYSTAL
ORDINANCE NO. 2020-____
AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR
HAMPTON COMPANIES LOCATED AT 3501 DOUGLAS DRIVE NORTH
FROM COMMERCIAL (C) AND LOW DENSITY RESIDENTIAL (R-1)
TO COMMERCIAL (C) – PLANNED DEVELOPMENT
SUMMARY OF ORDINANCE No. 2020-__
Ordinance No. 2020-__ was approved by the city council on February 4, 2020. A printed copy of
the full text of the ordinance is available for public inspection in the office of the city clerk and is
available on the city’s website.
The ordinance relates to a request to rezone the property at 3501 Douglas Drive North from
Commercial and Low Density Residential to Commercial Planned Development. The
ordinance makes various legislative findings, amends the City’s zoning map, creates
conditions for the approved rezoning, and authorizes the zoning administrator to amend the
zoning map. A copy of the full ordinance is available on the City’s website.
BE IT FINALLY RESOLVED, that the City Clerk is hereby authorized and directed to do
each of the following:
1.Publish the approved summary language once in the City’s official newspaper;
Attachment G
7.3
2
634341v1CR205-30
2. Place a copy of this Resolution, the full text of the Ordinance, and the affidavit of publication of
the summary language in the City’s ordinance book;
3. Make the full text of the Ordinance available for public inspection in the office of the City Clerk
during the City’s regular business hours;
4. Incorporate the text of the Ordinance into the Crystal City Code; and
5. Post the updated Crystal City Code on the City’s website.
Adopted this 4th day of February 2020.
BY THE CITY COUNCIL
_________________________________
Jim Adams, Mayor
ATTEST:
________________________________
Christina Serres, City Clerk
7.3
AGENDA
ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL
• WORK SESSION •
TUESDAY, FEBRUARY 4, 2020
IMMEDIATELY FOLLOWING THE 7:00 P.M. CITY COUNCIL MEETING
CRYSTAL CITY HALL
CONFERENCE ROOM A
1. Call to order *
2. Roll call *
3. Presentation and discussion regarding draft 2019 Annual Report*
4. Presentation and discussion regarding draft 2020 Work Program*
5. Adjournment *
*Items for which no materials are included in the packet