2020.01.13 - Packet
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Crystal Planning Commission Agenda Summary
Monday, January 13, 2020
7 p.m.
Crystal City Hall
1. Call to Order
2. Approval of Minutes*
a. Monday, November 18, 2019 meeting minutes
3. Public Hearings*
a. Site Plan Review request from Linn Investment Properties for a proposed
Tumble Fresh laundry at 6023 - 42nd Avenue North (Application Number
2020-01)
b. Rezoning to Planned Development from Hampton Companies for proposed
specialized care facility at 3501 Douglas Drive North (Application Number
2020-02)
4. Old Business - None
5. New Business
a. Election of Officers*
1) Chairperson
2) Vice-Chairperson
3) Second Vice-Chairperson
6. General Information
a. City Council actions on previous Planning Commission items:
– CUP and variance for telecommunication tower at 3200 Vera Cruz Ave N
b. Update from Council liaison
c. Staff preview of likely agenda items for Monday, February 10, 2020 meeting
7. Open Forum
8. Adjournment
* Items for which supporting materials are included in the meeting packet
Page 1 of 3
CRYSTAL PLANNING COMMISSION
DETAILED AGENDA
Monday, January 13, 2020 at 7:00 p.m.
Council Chambers, Crystal City Hall
Commissioners, please call 763.531.1142 or
email dan.olson@crystalmn.gov if unable to attend
* Items for which supporting materials are included in the meeting packet
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at ______ p.m. with the
following members present:
Commissioner (Ward 1)
Sears
Commissioner (Ward 2)
Selton [Chair]
Commissioner (Ward 4)
Einfeldt-Brown [Vice
Chair]
Commissioner (Ward 1)
Heigel
Commissioner (Ward 3)
Maristany [Sec. Vice Chair]
Commissioner (Ward 4)
Johnson
Commissioner (Ward 2)
Strand
Commissioner (Ward 3)
Buck
Commissioner (At-
Large) Seffren
2. APPROVAL OF MINUTES *
Moved by _______________ and seconded by _______________ to approve the minutes of
the November 18, 2019 regular meeting with the following exceptions:
Motion carried.
3. PUBLIC HEARINGS*
a. Site Plan Review request from Linn Investment Properties for a proposed Tumble Fresh
laundry at 6023 – 42nd Avenue North (Application Number 2020-01):
Staff presented the following:
Page 2 of 3
The following were heard:
Planning Commission discussion:
Moved by _______________ and seconded by _______________ to recommend ______ to
the City Council of the Site Plan for the proposed Tumble Fresh laundry at 6023 – 42nd
Avenue North.
Motion carried.
b. Rezoning to Planned Development from Hampton Companies for proposed specialized
care facility at 3501 Douglas Drive North (Application Number 2020-02):
Staff presented the following:
The following were heard:
Planning Commission discussion:
Moved by _______________ and seconded by _______________ to recommend ______ to
the City Council of the Site Plan for the proposed Tumble Fresh laundry at 6023 – 42nd
Avenue North.
Motion carried.
Page 3 of 3
4. OLD BUSINESS - None
5. NEW BUSINESS
a. Election of Officers*
1) Chairperson
2) Vice-Chairperson
3) Second Vice-Chairperson
6. GENERAL INFORMATION
a. City Council actions on previous Planning Commission items:
- CUP and variance for telecommunications tower at 3200 Vera Cruz Avenue N
b. Update from Council Liaison
c. Staff preview of likely agenda items for Monday, February 10, 2020 meeting:
7. OPEN FORUM
8. ADJOURNMENT
Moved by _____ and seconded by ______ to adjourn.
Motion carried.
The meeting adjourned at ______ p.m.
Unapproved Planning Commission Minutes – November 18, 2019
CRYSTAL PLANNING COMMISSION
MINUTES
Monday, November 18, 2019 at 7:00 p.m.
Council Chambers, Crystal City Hall
1. CALL TO ORDER
The regular meeting of the Crystal Planning Commission convened at 7:00 p.m. with the following
members present:
X Commissioner (Ward 1)
Sears
X Commissioner (Ward 2)
Selton [Chair]
X Commissioner (Ward 4)
Einfeldt-Brown [Vice Chair]
X Commissioner (Ward 1)
Heigel
Commissioner (Ward 3)
Maristany [Sec. Vice Chair]
Commissioner (Ward 4)
Johnson
X Commissioner (Ward 2)
Strand
X Commissioner (Ward 3)
Buck
X Commissioner (At-Large)
Seffren
Other attendees: City planner Dan Olson, City Council liaison John Budziszewski; Rob Viera
representing Verizon, Gary Lysiak and Larry Brown representing Owl Engineering, and other
interested persons.
2. APPROVAL OF MINUTES
Moved by Heigel and seconded by Strand to approve the minutes of the August 12, 2019 regular
meeting. Ayes all.
Motion carried.
3. PUBLIC HEARING
a. Conditional use permit and variance request from Verizon for a new telecommunications tower
at 3200 Vera Cruz Avenue North (Application Number 2019-08):
Planner Olson presented a summary of the staff report and stated he is recommending
approval of the CUP and variance.
Commission member Heigel asked how far the existing utility pole is from the proposed tower.
Olson said its about 75’ and asked if Heigel was concerned about the tower falling on the pole.
Heigel said yes. Olson and Rob Viera explained that the tower is designed to collapse on to
the property making it virtually impossible that the tower would fall on the pole.
Commission member Sears asked who the other providers are. Mr. Viera said that is
unknown at this time. Sears said this area may have challenging soils. Viera said that soil
borings were completed.
Commission member Selton asked how tall of a tower do they need. Viera said they went to
the maximum of what they are allowed and they do need to have these towers at that height in
order to reduce the coverage gap.
Unapproved Planning Commission Minutes – November 18, 2019
Commission member Heigel asked if an additional cabinet might be needed for additional
providers. Viera said that the new provider would have to negotiate with the city to locate any
new cabinets.
Chair Selton opened the public hearing.
A Crystal resident said he thought the variance requests were quite substantive so the
Commission might review the ordinance to see if changes should be made to change the
minimum required lot size, for example. He was supportive of the tower construction.
Hearing no one else who wished to speak, Selton closed the public hearing.
Moved by Sears and seconded by Seffren to recommend approval of the conditional use
permit and variance for the construction of a telecommunications tower at 3200 Vera Cruz
Avenue North, with the conditions in the staff report. Ayes: All.
Motion carried.
4. OLD BUSINESS - None
5. NEW BUSINESS – None
6. GENERAL INFORMATION
City Council actions on previous Planning Commission items: Planner Olson said that the City
Council approved the recent amendments to the city’s unified development code, which were
reviewed by the Commission last August.
Update from Council Liaison: Mr. Budziszewski said the Council met with Ilhan Omar, serving
in the U.S. House of Representative for Minnesota’s 5th congressional district. They discussed
future infrastructure needs, the opioid crisis, and affordable housing. Mr. Budziszewski also
spoke of the plans for the new Crystal police station on the City Hall property.
Staff preview of likely agenda items for Monday, December 9, 2019 meeting.
Mr. Olson indicated that the meeting is cancelled because no applications were received by
the deadline date.
7. OPEN FORUM
Commission member Einfeldt-Brown asked what construction was happening on Douglas Drive.
Olson said the only construction he’s aware of is the installation of fiber optic by the County.
Einfeldt-Brown said he had toured New Hope’s new police station and city hall and really liked it.
8. ADJOURNMENT
Moved by Heigel and seconded by Sears to adjourn.
Motion carried.
The meeting adjourned at 8:10 p.m.
6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION
PAGE 1 OF 5
___________________________________________________________________________
FROM: Dan Olson, City Planner
___________________________________________________________________________
TO: Planning Commission (for January 13 Meeting)
DATE: January 8, 2020
RE: PUBLIC HEARING – Site plan review request from Linn Investment
Properties for a new Tumble Fresh laundry at 6023 – 42nd Avenue North
(Application Number 2020-01)
A. BACKGROUND
Linn Investment Properties is proposing to purchase the property at 6023 – 42nd
Avenue North, demolish the existing Sweet Taste of Italy restaurant building, and then
construct a new Tumble Fresh laundry on the 28,500 square foot (0.6 acre) property.
The property is zoned Commercial and personal services such as laundries are a
permitted use within that zoning district. However the city’s unified development code
(UDC) requires site plan review and approval for the new building and site
improvements. Notice of the January 13 public hearing was published in the Sun Post
on January 2, mailed to owners within 500 feet (see attachment A), and posted to the
Fair and Welcome neighborhoods on Nextdoor.
Attachments:
A. Site location map showing public hearing notification area
B. Existing zoning map
C. Property photos
D. Comment letter from neighboring property owner
E. Project narrative submitted by applicant
F. Site plan (18 sheets)
B. SITE PLAN REVIEW
Existing use – The property is the site of a 1,250 square foot commercial building
constructed in 1963 and most recently operating as the Sweet Taste of Italy restaurant.
Adjacent uses
The following are the existing land uses and zoning districts surrounding this property:
PLANNING COMMISSION STAFF REPORT
Site plan review for Tumble Fresh laundry
6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION
PAGE 2 OF 5
North – Across 42nd Avenue are businesses zoned Commercial
East – Liquor store and single-family home (both zoned Commercial)
West – Theater building zoned Commercial
South – Single-family homes zoned Low Density Residential (R-1)
Proposed use - The applicant is proposing to demolish the existing building and then
construct an approximately 4,700 square foot Tumble Fresh laundry with an associated
parking lot. In addition the applicant will be requesting that the platted alley along the
southern property line be vacated by the City Council and the land be incorporated into
the site. The alley has never been constructed and the city has no plans to do so. The
following are the notable site plan elements for this development:
Building setbacks. The proposed building meets setback requirements in the
Commercial district. The building will be approximately 15 feet from the property
line along 42nd Avenue.
Parking. The site plan shows 25 parking spaces to serve the proposed building,
which meets the number of spaces required by the UDC. The parking lot also
meets UDC requirements for setbacks and aisle dimensions.
Stormwater management and erosion control measures. The site plan provides for
a stormwater infiltration basin behind the proposed building. The percentage of
impervious surface on the property will decrease from 82% to 56% (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, rock construction entrances, and inlet protection.
Utilities. The applicant is proposing to construct a new 6” water main parallel to 42nd
Avenue from Adair Avenue to Brunswick Avenue. This new water main will connect
to an existing water main dead end in Adair. Once the new water main is
constructed, the applicant will connect to it to provide a water service connection to
the proposed building. The portion of the new water main parallel to 42nd will be
owned and maintained by the city. This method of construction is preferred due to
the cost of tapping into the concrete main in 42nd Avenue. The service connection
will cross the property at 6001 – 42nd Avenue (Adair Liquors). The two property
owners at 6001 – 42nd and 6023 – 42nd have agreed to provide a drainage and
utility easement to the city for this water main. The dedication of this easement has
been made a condition of approval of the site plan.
Access and circulation. The site plan shows that the property will continue to have
two driveway accesses: one off of 42nd Avenue and the other off of Brunswick. The
city’s Public Works Director 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.
Building elevations. The proposed major exterior building material is “exterior
insulation finishing system” (EIFS) with brick accents. These materials meet the
city’s requirements. A color rending of the proposed building is attachment F.
6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION
PAGE 3 OF 5
Landscaping. Currently there are no trees on the property. The landscape plan
shows the new tree species to be planted as “thornless honeylocust”, “swamp white
oak”, “American linden”, “American elm”, Norway spruce”, “white pine”, and
“Japanese tree lilac”. The applicant proposes to plant three varieties of shrubs.
Screening. Trash and recycling receptacles will be screened by a dumpster
enclosure behind the building. The only ground mechanical equipment is a
transformer that will be screened with landscaping. The applicant is proposing to
screen the parking lot from the residential area to south with landscaping, including
shrubs and trees.
Fence requested by adjacent owner. Attachment D is a letter from a neighboring
resident at 4170 Brunswick suggesting that a fence be installed on top of a
reconstructed retaining wall to screen the commercial use from her property. Staff
spoke with this resident to explain that the existing retaining wall is located within
the alley that is proposed to be vacated and incorporated within the property. The
applicant is proposing to remove the retaining wall, regrade the area, and then
plant sod in the area that is now the alley. Staff has added a condition of approval
that grading of the site cannot create adverse conditions for 4170 Brunswick.
The UDC requires screening of commercial parking lots from residential properties,
but does not require a specific type of screening. Staff believes that the
landscaping sufficiently screens the parking lot, therefore meeting the site plan
criteria that residential uses are adequately protected (see section C, below). In
addition, the property owner at 4170 Brunswick Avenue has the option of installing
a fence on her property. However if the Planning Commission determines that this
criteria is only met with the installation of a fence rather than landscaping, they can
make that finding and add a condition of approval of the site plan that a fence be
installed.
Exterior Lighting. There are no existing light poles on the property. Three new poles
will be installed. This lighting meets the city’s requirements.
Pedestrian connections. There is an existing sidewalk along 42nd Avenue that
allows for pedestrian connections to the new building. The applicant has added a
pedestrian connection from this sidewalk to the proposed laundry.
Signs. A monument sign is proposed facing 42nd Avenue. The applicant must
receive sign permit approval before installing that sign, or any building signage.
Vacuum center. The applicant is proposing to add an outdoor vacuum on the west
side of the property for use by laundry patrons. The city does not have specific
requirements for this use, but the applicant has provided information in attachment
F to confirm the noise level of the vacuum will not disturb residential uses south of
the property.
6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION
PAGE 4 OF 5
C. Site plan review criteria
The following are the relevant criteria for approval of site plans in city code section
510.17.
1. The site plan fully complies with all applicable requirements of the UDC.
Findings: As outlined in section B, above, the proposed site plan
meets UDC requirements.
2. The site plan adequately protects residential uses from the potential
adverse effects of a non-residential use.
Findings: The nearest residential properties are located south of the
property at a distance of approximately 100 feet from the proposed
laundry building to the nearest home. The proposed laundry is not
expected to have an adverse effect on these residential properties.
3. The site plan is consistent with the use and character of surrounding
properties.
Findings: The property has been an existing commercial use since at
least 1963. Other buildings along 42nd Avenue are used for
commercial or institutional uses. The proposed laundry is consistent
with this character.
4. The site plan provides safe conditions for pedestrians or motorists and
prevents the dangerous arrangement of pedestrian and vehicular ways.
Findings: The city’s Public Works Director and staff from the West
Metro Fire Rescue District have reviewed the site’s traffic circulation
plan and found it adequate to meet vehicle movement into and within
the site, including fire trucks. An existing public sidewalk along 42nd
Avenue provides pedestrian connections for the area, and the site
plan provides for a sidewalk connection from the building to this
sidewalk.
D. REQUESTED ACTION
The Planning Commission is being asked to make a recommendation to the City
Council to either deny or approve the site plan review application to allow a new Tumble
Fresh laundry at 6023 – 42nd Avenue North. This recommendation should include
findings of fact either for or against the proposal. The Commission may reference the
findings for approval in sections B and C, above. Staff recommends approval of the site
plan review application with the following conditions:
1. The development shall be constructed according to the site plan in
attachment F. Prior to disturbing the site, the applicant shall sign a site
improvement agreement with the city and provide an escrow to guarantee
installation of the parking lot and landscaping plan.
6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION
PAGE 5 OF 5
2. The applicant receive approval from the City Council to vacate the platted
alley along the southern property line.
3. Before the building permit is issued for the new building, the property
owners of 6001 and 6023 – 42nd Avenue North shall dedicate and have
recorded drainage and utility easements acceptable to the city parallel to
42nd Avenue for the new city water main.
4. The grading plan as submitted would require grading on the property at
4170 Brunswick Avenue North, or leave a basin that cannot drain on that
property. Neither is permitted. Actual field grading shall be completed so
that neither of those outcomes occurs.
City Council action is anticipated on January 21, 2020.
Site Location and Public Hearing Notice Mailing Map
6023 – 42nd Ave. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
Zoning Map
6023 – 42nd Ave. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment B
Attachment C
Attachment D
1 of 3
Tumble Fresh Coin Laundry is a Minnesota born, expanding regional chain of self‐service laundromats
started in 2010 by Stephen Linn of the Linn Companies offering new levels of amenities and an
environment that is inviting, comfortable and convenient. With six locations currently established and
four, including this location, planned for a 2020 opening, Tumble Fresh Coin Laundry has emerged as the
largest chain of luxury laundromats in the Midwest.
The three most recent stores completed at the end of 2018 / start of 2019 showcase the latest established
design that has set the standard moving forward, both inside and out. Examples of the Blaine and Hudson
locations are included which illustrate the level of detail, quality and craftsmanship as well as the
individuality that are inherent in the brand and are a part of the identity of Tumble Fresh Coin Laundry.
All new Tumble Fresh Coin Laundry sites, going forward, will be executed in this fashion.
The exterior uses a mix of materials including several brick colors, simulated stone, EIFS and glass that are
articulated in a manner to emphasize signage and entry points. The intent is to break up the larger mass
of the building to create visual interest, further accentuating it by use of decorative light fixtures and fabric
awnings. These various elements contribute towards the graphic identity of a Tumble Fresh Coin Laundry.
Key sign areas, typically with an arch, have an accent blue band in addition to an LED light tube accent for
added interest.
Some key exterior elements include a monument sign with an electronic message center which not only
creates a presence at the street level but allows for added, professionally created, marketing of current
specials and messaging. An exterior car vacuum station provides an added on‐site amenity for patrons to
utilize while doing laundry. There are exterior seating areas that provide added waiting opportunities, all
of which are very accessible and within view of the interior. A small trash enclosure with screening
materials, in keeping with the building look and feel, is present along with numerous exterior trash and
ash bins to make it easy for customers to self‐regulate their trash. Entry bollards not only provide an
increased secure barrier for pedestrian friendly zones along the building, but they allow for a zero curb
line that is often more user friendly, minimizing slip and fall hazards.
Attachment E
2 of 3
Key interior elements include functional aspects related to self‐service laundry and unique areas to help
pass the time while the machines do their work. Typically, dryer banks are located along the perimeter
with washer banks centralized. A customer lounge area offers an isolated area where guests can access
vending machines with snacks, beverages and a game or a toy for a child, while still being open and visible
through windows to the exterior and glass to the main laundry area. A community table within the main
space provides a location where guests can get some work done or merely gather with friends and family.
The community table includes the added convenience of power for charging of devices, such as phones
and laptops. There is additional furniture located throughout the store, be it benches with a range of
seats, multiple refuse bins or folding tables. There is a merchandise dispenser for soaps or fabric softeners
as well as several bill changers to provide coin for those who prefer cash. All equipment, however, is fully
digital, allowing the use of all credit cards or can be accessed / purchased via the Tumble Fresh Coin
Laundry app, powered by Fascard. A hand wash station provides an area for easy clean up from
detergents, an area to address a delicate item or a stubborn stain. Toilet rooms include baby changing
stations as well as touchless fixtures with a maintenance free, well‐lit interior, including occupancy sensors
for interior lights.
Each store contains an office for staff to provide necessary services or other onsite business functions. A
comment card box is available for customer feed‐back and concerns. A series of cameras and other
security measures work with the building automation system to keep customers and employees safe. The
automation system monitors and secures doors, verifies store occupants, controls lighting, plays audio
messaging, activates and deactivates the alarm system as well as providing other security aspects,
allowing the store to operate un‐manned in the physical sense. Security monitors greet patrons as a
deterrent and to provide peace of mind. Security cameras throughout the interior and exterior are
recorded with DVR technology providing remote viewing, playback and investigative information.
Cleaning by staff occurs frequently one to four times a day, depending on the day and level of activity, to
keep things exceptionally clean. A janitor’s closest provides access to key items as well as a home for a
floor scrubber. All Tumble Fresh Coin Laundry locations offer ATM’s with the Minnesota stores also
offering lottery tickets through Minnesota’s Lottery vending equipment. Several service areas for
equipment or support items, such as water heaters, water softener, gas lines, exhaust ductwork, lint
interceptor and roof access, make up the balance of the store. Dryer exhaust typically exits the building
through the rear wall with the vent hoods being painted to match the adjacent surface minimizing their
presence. Future dryer expansion area will vent through the roof. Locations of the central part of the
roof, like the rtu’s are effectively screened by the parapets with the visual angle from grade.
The interior environment composed of the equipment and seating incorporates a polished concrete floor
with an undulating pattern that plays off the open ceiling with articulated circular soffit areas and accent
lighting. Walk off mats at the entries help deal with winter climate conditions including snow, salt and
sand. A range of lighting helps the store stay well‐lit and visually interesting as do the wide range of
graphics and sign elements throughout, reinforcing the visual identity of the brand. Warm wood tones
help frame equipment and provide a wainscot with wall bumper to ward off rouge carts.
3 of 3
All Tumble Fresh Coin Laundry locations are open during the hours of 5:00 am to 1:00 am providing
unmatched convenience within the industry. Most services on site including, management, cleaning,
grounds maintenance, equipment repair and preventive maintenance are performed by direct employees
of the Linn Companies or it’s business unit, Tumble Fresh Coin Laundry.
All Tumble Fresh Coin Laundry properties are developed and owned by Linn Investment Properties, LLC,
a business unit of the Linn Companies. From property investment to building design to construction
development and ultimately operations, Tumble Fresh Coin Laundry takes pride in what they do every
step of the way. It is clear why today Tumble Fresh Coin Laundry is the fastest growing chain of luxury
laundromats in the Midwest.
Jan 02, 2020 - 4:06pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C1-TITLE.dwg
C1.01
TITLE SHEET
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No. Revision
Project No.
By
Designed: Drawn:
Approved: Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No. Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
GEOTECHNICAL
TERRACON CONSULTANTS, INC.
13400 15TH AVE N
PLYMOUTH, MN 55441-4532
TEL 763-489-3100
BRETT.LARSEN@TERRACON.COM
CONTACT: BRETT LARSEN
DEVELOPER/OWNER
LINN INVESTMENT PROPERTIES, LLC
7616 CURELL BLVD, SUITE 245
WOODBURY, MN 55125
TEL 651-731-0515
SLINN@THELINNCO.COM
CONTACT: STEPHEN LINN
ARCHITECT
ARCHITECTURAL CONSORTIUM
901 N 3RD ST
MINNEAPOLIS, MN 55401
TEL 612-436-4030
ESTENDEL@ARCHCONSORT.COM
CONTACT: ELLIOT STENDEL
CIVIL ENGINEER
SAMBATEK
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
TOLIN@SAMBATEK.COM
CONTACT: TODD OLIN
LANDSCAPE ARCHITECT
SAMBATEK
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
WDELANEY@SAMBATEK.COM
CONTACT: WILLIAM DELANEY
SURVEYOR
SAMBATEK
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
CJOHNSON@SAMBATEK.COM
CONTACT: CRAIG JOHNSON
SHEET INDEX
SHEET DESCRIPTION
C1.01 TITLE SHEET
C2.01 EXISTING CONDITIONS PLAN
C2.02 DEMOLITION PLAN
C3.01 SITE PLAN
C4.01 GRADING PLAN
C5.01 PHASE I EROSION CONTROL PLAN
C5.02 PHASE II EROSION CONTROL PLAN
C5.03 EROSION CONTROL NOTES & DETAILS
C6.01 UTILITY PLAN
C9.01 DETAILS
C9.02 DETAILS
L1.01 LANDSCAPE PLAN
L1.02 LANDSCAPE DETAILS AND NOTES
X1.01 VACUUM NOISE EXHIBIT
for
Preliminary Site Development Plans
Tumble Fresh
Linn Investment Properties, LLC
Crystal, Minnesota
Presented by:
NO SCALE
VICINITY MAP
SITE
CONSULTANT CONTACT LIST:
N.T.S.CITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS (2013)
MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (2018 EDITION)
GOVERNING SPECIFICATIONS
1009BRUNSWICK AVE N42ND A
V
E
NADAIR AVE N81
8
43RD AVE N
ZANE AVE NYATES AVE NXENIA AVE NVERA CRUZ AVE N44TH AVE N
46TH AVE N
COLORADO AVE N102
ENVIRONMENTAL
TERRACON CONSULTANTS, INC.
13400 15TH AVE N
PLYMOUTH, MN 55441-4532
TEL 763-489-3166
JENNIFER.FORCE@TERRACON.COM
CONTACT: JENNIFER FORCE
Coin Operated Laundry
X1.02 LIGHTING PHOTOMETRIC
A2.1 PROPOSED FLOOR PLAN
A3.1 EXTERIOR ELEVATIONS
A3.2 EXTERIOR RENDERING
Attachment F
BRUNSWICK AVE NADAIR AVE N42ND A
V
E
N
(
C
.
S
.
A
.
H
.
9
)
SCALE IN FEET
0 4020
NORTH
Jan 02, 2020 - 4:06pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C2-EXCOND.dwg
C2.01
EXISTING
CONDITIONS
PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
LEGEND
UNDERGROUND GAS
STONE RETAINING WALL
CHAIN LINK FENCE
WOOD FENCE
IRON FENCE
WIRE FENCE
UNDERGROUND ELECTRIC
UNDERGROUND CABLE TV
UNDERGROUND TELEPHONE
OVERHEAD ELECTRIC
SANITARY SEWER
FORCE MAIN
WATERMAIN
DRAIN TILE
STORM SEWER
LIGHT
HYDRANT
GAS METER
SPRINKLER HEAD
SPRINKLER VALVE
GUARD RAIL
HANDRAIL
EDGE OF TREES
TREES / SHRUBS
CONCRETE
GUARD POLES
SIGNS
CONCRETE CURB
BITUMINOUS CURB
BUILDING
EXISTING
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
A
B
C
D
B
A
BRUNSWICK AVE NADAIR AVE N42ND A
V
E
N
(
C
.
S
.
A
.
H
.
9
)
18
18
CONTRACTOR TO SAW CUT & REMOVEPAVEMENT AS NECESSARY TO SHUT OFF 1"CORP STOP AT MAIN. ABANDON 1" SERVICE IN
PLACE AND REPLACE PAVEMENT IN KIND.
CONTRACTOR SHALL COORDINATE WITH THE
CITY OF CRYSTAL DPW FOR WORK WITHIN
ROW. TRAFFIC SIGNAGE AND INSPECTION OF
SHUTOFF
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C2.02
DEMOLITION
PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
LEGEND
DEMOLITION NOTES
1.DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO
CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK.
2.THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS.
THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC
MAPPING PREPARED BY SAMBATEK DATED 12-02-2019. IF CONTRACTOR DOES NOT ACCEPT
EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL
HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR
AND SUBMIT IT TO THE OWNER FOR REVIEW.
3.THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A
LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH
APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING,
DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON
THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO
SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL
PER THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER.
4.CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM
THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE
FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.
6.CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING
BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS.
7.CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL
AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY
COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR
SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
8.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN
ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES
NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY
DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR
TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF
UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE
ONE CALL AT 800-252-1166 OR 651-454-0002.
UNDERGROUND GAS
STONE RETAINING WALL
CHAIN LINK FENCE
WOOD FENCE
IRON FENCE
WIRE FENCE
UNDERGROUND ELECTRIC
UNDERGROUND CABLE TV
UNDERGROUND TELEPHONE
OVERHEAD ELECTRIC
SANITARY SEWER
FORCE MAIN
WATERMAIN
DRAIN TILE
STORM SEWER
LIGHT
HYDRANT
GAS METER
SPRINKLER HEAD
SPRINKLER VALVE
GUARD RAIL
HANDRAIL
EDGE OF TREES
TREES / SHRUBS
CONCRETE
GUARD POLES
SIGNS
CONCRETE CURB
BITUMINOUS CURB
BUILDING
REMOVE EXISTING BUILDING
REMOVE EXISTING CONCRETE PAVEMENT
REMOVE EXISTING BITUMINOUS PAVEMENT
SAW CUT EXISTING CONCRETE OR BITUMINOUS PAVEMENT
REMOVE EXIST CONCRETE CURB
REMOVE EXISTING UTILITY LINE
EXISTING
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
KEY NOTES
A.REMOVE EXISTING ELECTRONIC SIGN, CONDUIT & BASE
B.REMOVE EXISTING BOLLARD
C.REMOVE LIGHTING UNIT, BASE & CONDUIT
D.REMOVE EXISTING DRAINAGE STRUCTURE
9.THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT
TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR
ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY
ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION
AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK.
UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING
INCLUDING 10' BEYOND FOUNDATIONS.
10.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO
BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY
COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE
COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH
TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING
UTILITIES WITHIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION.
11.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,
ENCLOSURES, ETC., TO THE BEST PRACTICES.
12.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL
TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
13.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED
AND APPROVED BY THE LOCAL AUTHORITY.
14.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE
IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS
INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ITS REMOVAL AND REPAIR.
15.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY
EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.
16.ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS.
COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN
COMPLIANCE WITH LOCAL STANDARDS.
17.CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC
AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED
BY THE LOCAL GOVERNING AUTHORITY.
18.CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL,
AND PLUMBING PLANS TO IDENTIFY LIMITS OF REMOVALS.
REMOVE STONE RETAINING WALL
BRUNSWICK AVE NADAIR AVE N42ND A
V
E
N
(
C
.
S
.
A
.
H
.
9
)
PROPOSED
BUILDING
4,770 S.F.NO PARKINGTV A C U U MPARKING ONLYV A C U U MPARKING ONLY15' BUILDING SETBACK10' BUIL
D
I
N
G
S
E
T
B
A
C
K
5' PARKING SETBACK10' BUILDING SETBACK5' PARKING SETBACK5' PARKI
N
G
S
E
T
B
A
C
K
G
B
B
B C
C
C
E
E
C
F14'
I
K
K
L
M
N
C
10
B
A
A
A
A
A
B
B
D
TYP
F 14'
F14'
F 14'
H
H
7
24'11'11'5'24'10.7'7.6'4'9'18'24'5'R4
'R4'
R4'
R4'
R
1
5
'R4
'R4'R15'R4'R15'R15'
R1
5
'
R15'5'9'18'25'
7
7
4
R4'15' PROPOSED PUBLICUTILITY EASEMENTO
O
10' PARKING & BUILDING SETBACK
10'15'SIGHT TRIANGLE
SCALE IN FEET
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C3.01
SITE PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
2.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER
DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER
IN” CURB. COORDINATE WITH GRADING CONTRACTOR.
4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.
6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE
LOCATIONS.
7.SEE ARCHITECTURAL PLANS FOR MONUMENT SIGN DETAILS
8.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT
POLE.
9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE
OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE
MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08%
(1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA
ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS
THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR.
11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY.
12.PARKING NEEDS FOR A TUMBLE FRESH COIN LAUNDRY ARE GREATER THAN MANY OTHER RETAIL OR
SERVICE RELATED BUSINESSES DUE TO THE FOLLOWING FACTORS:
1)NEARLY ALL PATRONS DRIVE TO A LAUNDROMAT IN ORDER TO HAUL IN AND OUT THEIR LAUNDRY.
2)AVERAGE TIME IN A LAUNDROMAT GENERALLY EXCEEDS ONE HOUR WHICH RESULTS IN LESS TURNOVER
OF PARKING SPACES.
3)BUSINESS IS NOT EVENLY SPREAD OUT WHICH CREATES A LARGER PARKING NEED ON BUSIER DAYS, AS
APPROXIMATELY 50% OF A LAUNDROMATS WEEKLY BUSINESS IS CONDUCTED ON SATURDAY AND
SUNDAY.
4)EMPLOYEES ARE LIMITED TO 1 PART-TIME EMPLOYEE AS-NEEDED PLUS MAINTENANCE STAFF.
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
NUMBER OF PARKING
STALLS PER ROW
SIGN
PIPE BOLLARD
STANDARD DUTY
ASPHALT PAVING
HEAVY DUTY
CONCRETE PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
DEVELOPMENT NOTES
KEY NOTES
WETLAND LIMITS
TREELINE
A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)
B.B-612 CONCRETE CURB AND GUTTER (SEE DETAIL 01, SHEET C9.01)
C.CONCRETE SIDEWALK (SEE DETAIL 04, SHEET C9.01)
D.CONCRETE PIPE BOLLARD (SEE DETAIL 10, SHEET C9.01)
E.INTEGRAL CURB & SIDEWALK (SEE DETAIL 06, SHEET C9.01)
F.CURB TRANSITION FROM FLUSH CURB TO B-612 (SEE DETAIL 07, SHEET C9.01)
G.CONCRETE TRANSFORMER PAD (BY OTHERS)
H.COMMERCIAL DRIVEWAY (SEE CITY DETAIL, SHEET C9.02)
I.ACCESSIBLE STALL STRIPING (SEE DETAIL 08 & 09, SHEET C9.01)
K.ACCESSIBLE PARKING SIGN (SEE DETAIL 11, SHEET C9.01)
L.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
M.VACUUM ISLAND & PARKING SIGNAGE (SEE ARCHITECTURAL PLANS)
N.MONUMENT SIGN (SEE ARCHITECTURAL PLANS)
O.NO LOITERING SIGNAGE
XX
XX
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
CONCRETE SIDEWALK
AREA
SITE AREA
EXISTING IMPERVIOUS COVERAGE
PROPOSED IMPERVIOUS COVERAGE
BUILDING SETBACKS
FRONT YARD
REAR YARD
SIDE YARD
CORNER SIDE YARD
PARKING SETBACKS
FRONT YARD
REAR YARD
SIDE YARD
ZONING
EXISTING ZONING
PROPOSED ZONING
PARKING SUMMARY
TOTAL PARKING REQUIRED
TOTAL PARKING PROVIDED
ADA PARKING REQUIRED
ADA PARKING PROVIDED
DEVELOPMENT SUMMARY
30,626 SF 0.70 AC
26,955 SF 0.62 AC
18,190 SF 0.42 AC
10 FEET
10 FEET
10 FEET
15 FEET
5 FEET
5 FEET
5 FEET
COMMERCIAL
COMMERCIAL
14 > STALLS < 23
25 STALLS
2 STALLS
2 STALLS
LIGHTING BY OTHERS
BRUNSWICK AVE N42ND A
V
E
N
(
C
.
S
.
A
.
H
.
9
)
PROPOSED
BUILDING
4,770 S.F.887887887887
891NO PARKINGFFE=887.20
890886887888889887888889T
886.60
885.72
887.20
887.17
887.56
886.86
885.95
887.10 887.01
886.30
887.20TC=C 887.20
887.20
887.20
887.15
887.20
887.20
887.23
887.20TC=C
887.70
887.90
887.47
887.20
885.96885.76
887.10
885.68MATCH
EXIST
885.59
MATCH
EXIST
885.53MATCHEXIST
885.86MATCHEXIST
888.06MATCHEXIST
888.19MATCHEXIST
886.82
MATCH
EXIST
889.45
MATCH
EXIST
887.20
887.01V A C U U MPARKING ONLYV A C U U MPARKING ONLY887.67 886.01
887.20
887.72
887.49
887.30
887.30
887.11
887.09
886.85
886.81
887.04
887.10
887.18
886.82
886.73
886.54887.10
886.30
885.93
885.88
886.78
887.27
887.15
887.17
887.20
886.85
886.68
886.64
886.30
886.80 887.10886.84
887.03
MATCH
EXIST
887.49TC
887.24TC
887.00
887
888
889
INFILTRATIONBASIN A
HWL=886.89
BOT=886.00
886.56
EOF887.00EOF885.72EOF
887.70
885.87
SCALE IN FEET
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C4.01
GRADING PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
1.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE.
2.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL
OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB.
3.ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB
RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR
ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES
PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY
BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR.
4.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
5.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY
AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.
6.CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS
ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.
A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:
COMPANY:
ADDRESS:
PHONE:
DATED:
CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT.
7.CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION.
8.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE.
CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE
DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE
SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
9.REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL.
REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH
AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE
NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.
11.EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO
THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES.
EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING
ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S
EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE
BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE
REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE
REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE
GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE.
11.a.RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL
VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN.
11.b.CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES
WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED
BY THE OWNER.
11.c.ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER
MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF
ANY “WASHOUT” OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA
DETERMINED ON-SITE BY THE ENGINEER.
11.d.ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN
ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT.
FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE.
11.e.BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE
REMOVAL, ROOT PRUNING, TREE PRUNING AND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER.
11.f.PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE
OWNER'S REPRESENTATIVE:
11.f.a.TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN
AND STUMPS REMOVED SEPARATELY. PRIOR TO THE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE
CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREAS SHALL NOT BE INJURED IN THE PROCESS.
11.f.b.ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED
AREAS BY SAW CUTTING WITH A VERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS
PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TO ROOT PRUNING WITH SMALL MACHINERY, I.E...,
BOBCAT.
11.f.c.STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL
OF CERTAIN STUMPS COULD CAUSE DAMAGE TO EXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP
REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE.
11.f.d.TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY
THE OWNER'S REPRESENTATIVE.
11.g.AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD.
11.h.MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S
REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE
DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE.
11.i.THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD,
BASED ON TREE LOCATIONS AND TOPOGRAPHY.
12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE.
CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN
EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE
TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM
DEPTH OF 6 INCHES.
13.TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN
AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A
RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM
THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1
FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION
SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS
OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND
PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL
(2:1).
14.FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING
ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES
BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED
GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE
BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.
15.TOLERANCES
15.a.THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30
FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
15.b.THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10
FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
15.c.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR
0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.
15.d.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,
UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
15.e.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
16.AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS
SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.
17.CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING
CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITE MAP”. CONTRACTOR SHALL COMPLY WITH
THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY
WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY.
18.DISTURBED AREAS WITHIN WETLAND MITIGATION SITE AND ANY DISTURBED AREAS WITHIN THE WETLAND SHALL BE RESTORED WITH 6 TO
12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE WETLAND
MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE MN STATE SEED MIX 34-271, WET MEADOW SOUTH AND WEST, OR
APPROVED EQUAL. FOR STATE SEED MIXES, OATS AND WINTER WHEAT SHOULD BE SELECTED BASED ON THE TIME OF YEAR THAT THE MIX IS
BEING USED. OATS SHOULD BE INCLUDED IN MIXES IF BEING USED BETWEEN OCTOBER 15TH AND AUGUST 1ST. WINTER WHEAT SHOULD
BE USED BETWEEN AUGUST 1ST AND OCTOBER 15TH. THE SEEDING RATE IS THE SAME FOR OATS AND WINTER WHEAT. MIX 34-271
SHOULD BE APPLIED AT 12 POUNDS PER ACRE. SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.
19.FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G.
20.RETAINING WALL(S) SHALL BE CONSTRUCTED OF _________________ (MODULAR BLOCK, TREATED TIMBER, BOULDER, ETC.) MATERIAL.
CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND
SOIL BORINGS. THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING
WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN CONFORMANCE WITH THE
PLANS AND SPECIFICATIONS.
902.5X
902
SPOT ELEVATION
CONTOUR
RIP RAP
OVERFLOW ELEV.
CURB & GUTTER
BUILDING
RETAINING WALL
PROPERTY LIMIT
EXISTINGPROPOSED
LEGEND
WETLAND LIMITS
TREELINE
STORM SEWER
SOIL BORINGS
GRADING NOTES
DRAINTILE
EOF
902.5
D
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
1.INFILTRATION BASIN CONSTRUCTION REQUIREMENTS:
(INCLUDES ALL DEVICES USING FILTRATION THROUGH A SOIL MEDIUM TO CAPTURE STORM WATER RUNOFF BUT ARE
NOT LIMITED TO: INFILTRATION BASINS, INFILTRATION TRENCHES, BIOFILTRATION BASINS, RAINWATER GARDENS, SAND
FILTERS, ORGANIC FILTERS, BIORETENTION AREAS, ENHANCED SWALES, DRY STORAGE PONDS WITH UNDERDRAIN
DISCHARGE, AND NATURAL DEPRESSIONS (IF USED TO PROVIDE STORMWATER TREATMENT OF NEW IMPERIOUS
SURFACE))
1.a.PERMITTEES MUST NOT EXCAVATE INFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN THREE (3) FEET OF
FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED
UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS)
TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. WHEN EXCAVATING AN
INFILTRATION SYSTEM TO WITHIN THREE (3) FEET OF FINAL GRADE, PERMITTEES MUST STAKE OFF AND MARK
THE AREA SO HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN THE
INFILTRATION AREA. ONCE STREET AND UTILITY CONSTRUCTION CEASES AND “FINAL STABILIZATION” (AS
DEFINED ACCORDING TO SECTION 8 OF THE SWPPP NARRATIVE) OF CONTRIBUTING DRAINAGE AREA HAS BEEN
COMPLETED, AND ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES CONTRACTOR TO PROCEED, INFILTRATION
BASIN SHALL BE EXCAVATED TO FINISHED GRADE.
1.b.HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE INFILTRATION BASIN AREA. EXCAVATION WITHIN THE
INFILTRATION BASIN SHALL BE PERFORMED BY USE OF A BACKHOE BUCKET WITH TEETH. CONTRACTOR SHALL
DISC OR TILL THE SOILS IF REQUIRED BY THE SOILS ENGINEER.
1.c.INFILTRATION BASIN SHALL BE PROTECTED BY SILT FENCE DURING ALL CONSTRUCTION ACTIVITIES. ALL
DEPOSITED SEDIMENT DURING CONSTRUCTION ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF
INFILTRATION BASIN, IF POSSIBLE.
1.d.ALL FLARED END SECTION INLETS AND CATCH BASIN MANHOLE INLETS SHALL HAVE INLET EROSION CONTROL
PROTECTION IN PLACE UNTIL FINAL STABILIZATION BASIN HAS OCCURRED.
1.e.ABOVE THE INFILTRATION BASIN OUTLET ELEVATION, INCLUDING THE BERM AND DISTURBED AREAS, A
MINIMUM OF 4" DEPTH OF TOPSOIL MATERIAL SHALL BE PLACED TO THE FINISHED GRADE ELEVATION. TOPSOIL
SHALL MEET (MN/DOT) SPECIFICATION. THE AREA SHALL BE SEEDED WITH MN STATE SEED MIXTURE 25-131
(LOW MAINTENANCE TURF) APPLIED AT A RATE OF 220 LBS/ACRE, OR MN STATE SEED MIXTURE 35-241 (MESIC
PRAIRIE GENERAL) APPLIED AT A RATE OF 36.5 LBS/ACRE. SOD MEETING (MN/DOT) SPECIFICATION 3878.2-B CAN
BE SUBSTITUTED FOR SEED.
SEED APPLICATION PROCEDURE:
MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN/DOT) SPECIFICATION 2575.3. SEED SHALL BE SECURED
BY USE OF (MN/DOT) SPECIFICATION 3885 CATEGORY 1 EROSION BLANKET.
ABSENT A SOIL TEST, FERTILIZER MEETING ANALYSIS 22-5-10 (NPK) 80% W.I.N. SHALL BE APPLIED AT A RATE OF
350 LBS/ACRE FOR SEED MIXTURE 25-131, OR FERTILIZER WITH AN ANALYSIS OF 18-1-8 (NPK) (FOR LOAMS, CLAY
LOAM SOIL), OR 17-10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER) NATURAL BASE
SHALL BE APPLIED AT A RATE OF 150 LBS/ACRE FOR SEED MIXTURE 35-241.
1.f.BELOW THE INFILTRATION BASIN OUTLET, INCLUDING BASIN FLOOR, PLACE PLANTING MEDIUM SOIL BASED ON -
SITE SOIL CONDITIONS, AND ALSO BASED ON LANDSCAPE ARCHITECT, WATERSHED, AND/OR CITY
RECOMMENDATIONS (SEE DETAIL ON PLAN). DISTURBED AREAS TO BE SEEDED WITH MN STATE SEED MIXTURE
33-261 (STORMWATER SOUTH AND WEST) APPLIED AT A RATE OF 35 LBS/ACRE. DRAINTILE INSTALLATION (IF
REQUIRED) SHALL BE INSTALLED CONCURRENTLY WITH FLOOR CONSTRUCTION.
NOTE: INFILTRATION BASIN FLOOR EXCAVATING, PLANTING MEDIUM SOIL PLACEMENT, DRAINTILE
INSTALLATION, ETC. SHALL TAKE PLACE ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES CONTRACTOR TO
PROCEED AND AFTER INFILTRATION BASIN SIDESLOPES (ABOVE OUTLET ELEVATION) HAVE UNDERGONE “FINAL
STABILIZATION” WHICH INCLUDES FLUSHING OUT ACCUMULATED SILT AND SEDIMENT FROM CONTRIBUTING
STORM SEWER. EXCAVATED BASIN MATERIAL SHALL BE DISPOSED OF DOWNSTREAM OF BASIN AREA, IF
POSSIBLE, OR OFF-SITE.
SEED APPLICATION PROCEDURE:
MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN/DOT) SPECIFICATION 2575.3. SEED SHALL BE
SECURED BY USE OF HYDRO MULCH, OR SECURED BY (MN/DOT) SPECIFICATION 3885 CATEGORY 1 OR CATEGORY
3 EROSION BLANKET. ABSENT A SOIL TEST, FERTILIZER WITH AN ANALYSIS OF 18-1-8 (NPK) (FOR LOAMS, CLAY
LOAM SOIL), OR 17-10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER), NATURAL BASE
SHALL BE APPLIED AT A RATE OF 120 LBS/ACRE.
1.g.CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO
GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER.
1.h.IF ALTERNATIVE METHODS OF INFILTRATION BASIN CONSTRUCTION ARE PROPOSED BY THE CONTRACTOR,
THOSE ALTERNATIVE METHODS WILL REQUIRE WRITTEN APPROVAL BY THE OWNER'S ENGINEER.
1.i.COSTS FOR REMOBILIZATION (IF REQUIRED) TO COMPLETE INFILTRATION BASIN CONSTRUCTION WILL BE
CONDUCTED AT THE CONTRACTOR'S EXPENSE.
2.PERFORMANCE TESTING OF INFILTRATION BASINS:
(TO BE CONDUCTED IF DESIGN INFILTRATION RATE WAS VERIFIED ACCORDING TO ASTM D-3385-03 "STANDARD TEST
METHOD FOR INFILTRATION RATE OF SOILS IN FIELD USING DOUBLE-RING INFILTROMETER".)
ALL COSTS RELATED TO THE PERFORMANCE INFILTRATION TESTING SHALL BE PAID BY THE OWNER, EXCEPT AS NOTED.
THE INFILTRATION BASINS WILL BE TESTED IN ACCORDANCE TO THE FOLLOWING PROCEDURE:
2.a.A MINIMUM OF TWO INFILTRATION TESTS SHALL BE COMPLETED FOR EACH INFILTRATION BASIN (0.5 ACRE
FLOOR AREA OR LESS). THE REQUIRED NUMBER OF TESTS SHALL BE VERIFIED WITH THE SOILS ENGINEER AND
THE GOVERNING AUTHORITIES.
2.b.TWO ADDITIONAL TESTS WILL BE REQUIRED FOR EACH 0.5 ACRE OF INFILTRATION BASIN FLOOR AREA.
2.c.TEST PROCEDURE WILL FOLLOW ASTM D-3385-09 "STANDARD TEST METHOD FOR INFILTRATION RATE OF SOILS
IN FIELD USING DOUBLE-RING INFILTROMETER".
2.d.TEST WILL BE CONDUCTED AT THE FINISHED BASIN FLOOR ELEVATION.
2.e.TEST WILL BE FOR A PERIOD AS OUTLINED IN ASTM D-3385-09.
2.f.THE TEST RESULTS WILL BE AVERAGED TO OBTAIN THE INFILTRATION RATE USED FOR ACCEPTANCE.
2.g.THE LOWEST MEASURED INFILTRATION RATE SHALL EXCEED THE DESIGN INFILTRATION RATE OF ______
INCHES/HOUR.
2.h.THE AVERAGE OF THE MEASURED INFILTRATION RATES MUST MEET OR EXCEED THE DESIGN RATE OF ______
INCHES/HOUR DIVIDED BY THE CORRECTION FACTOR USED IN CALCULATING THE DESIGN RATE AS NOTED IN
TABLE 12.INF.8 FROM THE LATEST EDITION OF THE MINNESOTA STORMWATER MANUAL.
IF THE INFILTRATION RATE AS TESTED DOES NOT MEET OR EXCEED THE REQUIRED RATE AS DETERMINED ABOVE,
CONTRACTOR WILL BE REQUIRED TO COMPLETE SOIL CORRECTIVE AND/OR SOIL REPLACEMENT WORK AS
NECESSARY WITHIN THE INFILTRATION BASIN AREA AT THE CONTRACTOR'S EXPENSE UNTIL THE INFILTRATION
RATE AS TESTED EXCEEDS THE REQUIRED RATE AS DETERMINED ABOVE. SUBSEQUENT RE-TESTING WILL BE
REQUIRED UNTIL THE INFILTRATION AS TESTED EXCEEDS THE REQUIRED RATE AS DETERMINED ABOVE.
RE-TESTING SHALL BE AT THE CONTRACTOR'S EXPENSE AND WILL BE DEDUCTED FROM THE AMOUNT DUE THE
CONTRACTOR.
INFILTRATION BASIN CONSTRUCTION NOTES
MATCH EXISTING GRADE
AT PROPERTY LINE
BRUNSWICK AVE NADAIR AVE N42ND A
V
E
N
(
C
.
S
.
A
.
H
.
9
)
IP1
IP2
IP2
IP1
SCALE IN FEET
0 4020
NORTH
Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C5-EROS.dwg
C5.01
PHASE I
EROSION
CONTROL PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
TEMPORARY STABILIZATION MEASURES
(SEED, MULCH, MATS OR BLANKETS AS
OUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OF
OVERLAND FLOW
TEMPORARY DIVERSION
DITCH
LIMITS OF DRAINAGE
SUB-BASIN
INLET PROTECTION DEVICE
TEMPORARY STONE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
CONTOUR
RIP RAP
CHECK DAM
SILT FENCE
SOIL BORINGS
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN
TEMPORARY CONTROL MEASURES
STRIP & STOCKPILE TOPSOIL
ROUGH GRADE / SEDIMENT CONTROL
TEMPORARY CONSTRUCTION ROADS
FOUNDATION / BUILDING CONSTRUCTION
SITE CONSTRUCTION
PERMANENT CONTROL STRUCTURES
FINISH GRADING
LANDSCAPING / SEED / FINAL STABILIZATION
STORM FACILITIES
NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL
THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,
INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,
SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE
NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL
REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE
RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
TSM
TS
SB
EROSION CONTROL MATERIALS
QUANTITIES
ITEM UNIT QUANTITY
SILT FENCE LINEAR FEET 500
BIO-ROLL LINEAR FEET 100
CONSTRUCTION ENTRANCE UNIT 1
INLET PROTECTION DEVICE (IP-1)UNIT 2
INLET PROTECTION DEVICE (IP-2)UNIT 2
SILT DIKE
BIO-ROLL
LEGEND
NOTE TO CONTRACTOR
EOF
902.5
D
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
902
* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE
NOTES, LOCATION MAPS, AND STANDARD DETAILS
IPX
BRUNSWICK AVE NADAIR AVE N42ND A
V
E
N
(
C
.
S
.
A
.
H
.
9
)
PROPOSED
BUILDING
4,770 S.F.887887887887
891NO PARKINGFFE=887.20
890886887888889887888889TV A C U U MPARKING ONLYV A C U U MPARKING ONLY887
888
889
INFILTRATIONBASIN AHWL=886.89BOT=886.00
IP1
IP1
IP1
IP1
IP1
IP2
IP2
IP1
IP1
SCALE IN FEET
0 4020
NORTH
Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C5-EROS.dwg
C5.02
PHASE II
EROSION
CONTROL PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
TEMPORARY STABILIZATION MEASURES
(SEED, MULCH, MATS OR BLANKETS AS
OUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OF
OVERLAND FLOW
TEMPORARY DIVERSION
DITCH
LIMITS OF DRAINAGE
SUB-BASIN
INLET PROTECTION DEVICE
TEMPORARY STONE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
CONTOUR
RIP RAP
CHECK DAM
SILT FENCE
SOIL BORINGS
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN
TEMPORARY CONTROL MEASURES
STRIP & STOCKPILE TOPSOIL
ROUGH GRADE / SEDIMENT CONTROL
TEMPORARY CONSTRUCTION ROADS
FOUNDATION / BUILDING CONSTRUCTION
SITE CONSTRUCTION
PERMANENT CONTROL STRUCTURES
FINISH GRADING
LANDSCAPING / SEED / FINAL STABILIZATION
STORM FACILITIES
NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL
THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,
INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,
SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE
NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL
REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE
RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
TSM
TS
SB
EROSION CONTROL MATERIALS
QUANTITIES
ITEM UNIT QUANTITY
SILT FENCE LINEAR FEET 500
BIO-ROLL LINEAR FEET 120
CONSTRUCTION ENTRANCE UNIT 1
INLET PROTECTION DEVICE (IP-1)UNIT 6
INLET PROTECTION DEVICE (IP-2)UNIT 2
SILT DIKE
BIO-ROLL
LEGEND
NOTE TO CONTRACTOR
EOF
902.5
D
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
902
* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE
NOTES, LOCATION MAPS, AND STANDARD DETAILS
IPX
Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C5-EROS.dwg
C5.03
EROSION
CONTROL
NOTES &
DETAILS
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO
LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION
ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION
CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
1.ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE
MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.
2.TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE
VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART 10.1-10.5 OF THE GENERAL PERMIT).
3.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR 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 IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS
CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF
OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING
ANY WORK.
4.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL
OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART 9.11-9.12 OF THE GENERAL PERMIT.
5.CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND
SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDING
TO PART 3.1 TO 3.8 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.)
HAS BEEN SUBMITTED TO THE MPCA.
6.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS
(E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS).
7.ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED
FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA.
1.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS
AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY.
2.THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN
NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND
SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM GENERAL PERMIT (NPDES PERMIT, ISSUED AUGUST 1, 2018) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE
DURING CONSTRUCTION. (NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS)
4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S
AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN
FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO
OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370))
5.CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART 21.1-21.3 OF THE GENERAL PERMIT.
6.BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS
DIRECTED BY PERMITTING AGENCY OR OWNER.
7.ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL
TIMES.
8.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS
SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE
THE LIMITS OF DISTURBANCE.
9.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE
PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.
10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR
DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE.
11.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY
LINER IS NOT ACCEPTABLE. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID
AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE
EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED.
12.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND
LEAKS.
13.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
14.SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF
PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.
15.HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER
DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA
REGULATIONS.
16.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES
UPSLOPE.
17.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH
MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL
CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY,
HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH.
18.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH
THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER.
19.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT
WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR
TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.
20.ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA
LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.
21.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS
CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES.
22.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.
23.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS,
INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION.
24.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS
PAVING FOR ROAD CONSTRUCTION.
DEVELOPER/OWNER:
LINN INVESTMENT PROPERTIES, LLC
7616 CURELL BLVD, SUITE 245
WOODBURY, MN 55125
651-731-0515
SITE OPERATOR / GENERAL CONTRACTOR
SUPERINTENDENT:
CROSS BRACE
MIN.15"18"MAX.2" X 4" STAKE3' MIN.DROP INLET
WITH GRATE
2" X 4" WOOD
(TYP.)
5' MIN.
SECURELY FASTEN OVERLAPPING
ENDS OF SILT FENCE MATERIAL
TO ADJACENT STAKES WITH
THREE WIRE TIES OR OTHER
FASTENERS
ATTACH THE WOVEN WIRE
FENCE TO EACH POST WITH
THREE WIRE TIES OR OTHER
FASTENERS (SEE NOTE 1)
1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE
(SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF
THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE
AT LEAST 1" VERTICALLY APART.
2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED
ACROSS TWO POSTS.
3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS
MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE
CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE
HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE.
4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.
OVERLAP
5' MIN.
SILT FENCE MATERIAL TO BE
FASTENED SECURELY TO WOVEN
WIRE FENCE WITH THREE TIES
SPACED AT 30" ON CENTER (SEE
NOTE 1)
DEFLECTOR PLATE
OVERFLOW 2 - TOP OF CURB BOX
OVERFLOW 1 - CENTER OF FILTER ASSEMBLY
10" FILTER ASSEMBLY
CURB
CG 3067
HIGH-FLOW FABRIC
MIRAFI FF101
ROAD DRAIN CASTING APPLICABILTY
·NEENAH R-3067
·NEENAH R-3512
NOT TO SCALE
8' X 8' MIN OR AS
REQUIRED TO
CONTAIN WASTE
CONCRETE
SIGN TO INDICATE THE LOCATION OF
THE CONCRETE WASHOUT AREA
2'-0" MIN
BERM AROUND PERIMETER
GROUND SURFACE
12" MIN
12" MIN
COMPACTED EMBANKMENT
MATERIAL (TYP.)3:1 OR FLATTER
SIDE SLOPES
NOTES:
1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT
ON SITE.
2.CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC
LINER.
3.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS
OFF PAVEMENT.
4.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA,
AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE
CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
5.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT
AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE
AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE
CITY.
WOVEN WIRE
FENCE WITH SILT
FENCE MATERIAL
COVER
EXTEND WIRE FENCE
A MIN. OF 3" INTO
GROUND
EXTEND SILT FENCE
MATERIAL A MIN. OF
1'-0" INTO GROUND
EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP"
SITE LOCATION MAP
NOT TO SCALE
USGS MAP
GENERAL EROSION NOTES:
NOT TO SCALE
CONCRETE WASHOUT AREA
ROAD DRAIN INLET PROTECTION (IP-2)SILT FENCE INLET PROTECTION (IP-1)
NOT TO SCALE
POSTS: 2 X 4 WOODEN STAKE FENCE:
WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH
OPENING FABRIC: IN ACCORDANCE WITH
ASTM D 6461 LATEST EDITION.
NOT TO SCALE
PHASE I:
1.INSTALL STABILIZED CONSTRUCTION ENTRANCES.
2.PREPARE TEMPORARY PARKING AND STORAGE AREA.
3.CONSTRUCT THE SILT FENCES ON THE SITE.
4. INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES, AS SHOWN ON THE PLAN.
5.CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, AS REQUIRED.
6. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE
AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH
CONSTRUCTION.
7. CLEAR AND GRUB THE SITE.
8. BEGIN GRADING THE SITE.
9. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
PHASE II:
1.TEMPORARILY SEED DENUDED AREAS.
2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
3.INSTALL RIP RAP AROUND OUTLET STRUCTURES.
4.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES.
5.PREPARE SITE FOR PAVING.
6.PAVE SITE.
7.INSTALL INLET PROTECTION DEVICES.
8.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.
9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT
AREA SUMMARY IN ACRES
PAVEMENT AREA 0.31 AC±
BUILDING AREA 0.11 AC±
SEEDED AREA 0.29 AC±
TOTAL DISTURBED 0.70 AC±
PRE - CONSTRUCTION IMPERVIOUS 0.62 AC±
POST - CONSTRUCTION IMPERVIOUS 0.42 AC±
SEQUENCE OF CONSTRUCTIONFRAME
MAINTENANCE NOTES:
PUBLI
C R
O
A
D
HARD S
U
RF
ACE
MI
N
0
.
5
%
G
R
A
D
E
20' MINI
M
U
M
50'
M
I
N
I
M
U
M
MINIMUM 0.5% GRADE DOWN
FROM PUBLIC STREET
GEOTEXTILE
UNDERLINER
4"- 6" DIAMETERCLEAN STONE
10" MINIMUM
N.T.S.
TEMPORARY STONE
CONSTRUCTION EXIT
1009BRUNSWICK AVE N42ND A
V
E
NADAIR AVE N81
8
43RD AVE N
ZANE AVE NYATES AVE NXENIA AVE NVERA CRUZ AVE N44TH AVE N
46TH AVE N
COLORADO AVE N102 SITE
SITE
PROPOSED
BUILDING
4,770 S.F.NO PARKINGTV A C U U MPARKING ONLYV A C U U MPARKING ONLYINFILTRATIONBASIN AHWL=886.89BOT=886.00EOF887.00EOF885.72EOF
887.70
6" SANITARY
SERVICE
CONNECTION
FIRE DEPARTMENTCONNECTION
6" FIRE
SPRINKLER
SERVICE
(2) 6" GATE VALVE
(1) 6" X 6" TEECONNECT TO EXISTING
WATERMAIN PER CITY
SPECIFICATIONS
HYDRANT
6" GATE VALVE
6" X 6" TEE
6" GATE VALVE
6" WATE
R
M
A
I
N
6" SANITARY SERVICE
CLEANOUT
IE= 877.50 NIE= 877.60 E
4 LF - 6"
PVC @ 2.08%
93 LF - 6"PVC @ 2.08%BRUNSWICK AVE NADAIR AVE N42ND A
V
E
N
(
C
.
S
.
A
.
H
.
9
)
40 LF - 6"
HDPE @ 0.50%
45 LF - 6"
HDPE @ 0.50%
64 LF - 6"
HDPE @ 0.50%
72 LF - 6"
HDPE @ 0.50%
CBMH 101
RE= 886.30
IE= 882.20 W
IE= 882.20 S
CBMH 102
RE= 886.30
IE= 882.43 N
IE= 882.43 S
CBMH 103
RE= 886.51
IE= 882.75 NW
IE= 882.75 E
CBMH 104
RE= 886.00IE= 884.10 NIE= 883.11 W
CBMH 202RE= 885.87
IE= 880.69 N
38 LF - 6"HDPE @ 0.50%
6" ROOF DRAINCONNECTIONIE=886.10
14 LF - 6"HDPE @ 0.50%
CBMH 201RE= 886.82IE= 880.50 N
IE= 880.50 S
HYDRANT
6" GATE VALVE
(1) 6" X 6" TEE
CONNECT TO EXISTING
WATERMAIN PER CITYSPECIFICATIONS
CONNECT TO EXISTING
STORM MH
EX. RIM ELEV= 886.91EX. IE= 881.90 NIE= 882.0 SE
SHUT OFF EXISTINGWATER SERVICE AT THECORPORATION STOP
CONNECT TO EXISTING SANITARY6" SANITARY SEWER CLEANOUTEX. IE=875.47 N
(FIELD VERIFY)IE= 875.57 S CONTRACTOR TO SAW CUT & REMOVEPAVEMENT AS NECESSARY TO SHUT OFF 1"CORP STOP AT MAIN. ABANDON 1" SERVICE INPLACE AND REPLACE PAVEMENT IN KIND.CONTRACTOR SHALL COORDINATE WITH THE
CITY OF CRYSTAL DPW FOR WORK WITHIN
ROW. TRAFFIC SIGNAGE AND INSPECTION OF
SHUTOFF
SCALE IN FEET
0 4020
NORTH
Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C6-UTIL.dwg
C6.01
UTILITY PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
Registration No.Date:
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision
and that I am a duly Licensed LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at
Sambatek, Minnetonka, MN office.
MM/DD/201940252
William L. Delaney
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
1.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
"STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF
MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE
SPECIFICATIONS.
1.1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS.
1.2.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO
OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE
CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF
SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR.
1.3.A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEET
BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN
(BUILDING, STORM AND SANITARY) CROSSINGS.
2.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.
2.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
2.2.ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE.
2.2.1.ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO
ASTM D2665.
2.3.ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE.
2.3.1.ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN.
2.3.2.PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN
JOINTS PER CITY STANDARDS.
2.4.ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHT
GASKETS, UNLESS NOTED OTHERWISE.
2.4.1.ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40
CONFORMING TO ASTM D2665.
2.5.RIP RAP SHALL BE Mn/DOT CLASS 3.
3.COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH
MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION.
4.ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE
TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED.
5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT
PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD
SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE
CONSTRUCTION PHASES OF THIS PROJECT.
6.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE
JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.
THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF
CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.
7.ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION
SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED
BENEATH THE SOD.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES
SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE
MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO
APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.
9.ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE
PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE
SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF
THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS
TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER.
A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY:
COMPANY: TERRACON CONSULTANTS, INC.
ADDRESS: 13400 15TH AVE N. PLYMOUTH, MN 55441-4532
PHONE: 763-489-3100
DATED: NOVEMBER 26, 2019
CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT.
10.CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN
STRUCTURES TO SAMBATEK. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING
REVIEW.
11.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR
EACH STORM SEWER STRUCTURE.
12.(REMOVE IF THERE IS NO UNDERGROUND SYSTEM)
THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTILITY PLAN AND THE DETAIL SHEETS IS
FOR INFORMATIONAL PURPOSES ONLY AND DEPICTS THE MINIMUM STORAGE REQUIREMENTS AND
THE SYSTEM ELEVATIONS. THE CONTRACTOR (WITH THEIR SUPPLIER OR DESIGNER) SHALL SUBMIT
DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE
DESIGN DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DETAILS FOR CONSTRUCTION. THE
DRAWINGS SHALL BE CERTIFIED BY A LICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECT IS
CONSTRUCTED. THE SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCT INFORMATION, DESIGN
CALCULATIONS AND BEDDING REQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM. FOLLOWING
CONSTRUCTION, THE CERTIFYING ENGINEER SHALL SUBMIT A LETTER TO THE OWNER AND ENGINEER
INDICATING THEY OBSERVED THE INSTALLATION AND THE INSTALLATION OF THE STORMWATER SYSTEM
WAS IN CONFORMANCE WITH THE CERTIFIED DRAWINGS.
TELEPHONE
ELECTRIC
GAS LINE
FORCEMAIN (SAN.)
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
D
S S
SLS
LEGEND
UTILITY CONSTRUCTION NOTES
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C9-DETL.dwg
C9.01
DETAILS
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
N.T.S.
SLOPE 3/4" PER FT.
1
3
13-1/2"1/2" R
6"6"
6"8"12"
3" R
1/2" R
7"A MINIMUM OF 4" OF CLASS 5SHALL BE PLACED BELOW THE CURB
2 - #4 REINFORCING RODS AT CATCH BASINS
20 FEET IN LENGTH, CENTERED ON THE STRUCTURE
2"2"2"A
A
4" P.C. CONCRETE*
*THE THICKNESS SHALL BE INCREASED TO A
MINIMUM DEPTH OF __ INCHES AT DRIVEWAY
CROSSINGS.
GENERAL NOTES FOR CONCRETE CONSTRUCTION:
1.THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR
CONSTRUCTION".
2.SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER.
SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100
FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND
OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE
PERPENDICULAR TO THE LINE OF TRAFFIC.
SECTION
A-A
4" CLASS 5
4" P.C. CONCRETE
5'-0" MIN WIDTH
2.00%
N.T.S.
04 CONCRETE SIDEWALK
01 B612 CONCRETE CURB & GUTTER
STANDARD DUTY PAVEMENT
NOTES:
1.THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION
FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF
THE OWNER'S GEOTECHNICAL CONSULTANT.
2.ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED
MINIMUM DEPTHS, AFTER COMPACTION.
3.MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE
PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND
AGAINST ABUTTING CONCRETE CURB EDGES.
1.5" BITUMINOUS WEAR COURSE, MN/DOT 2360 SPWE*
2.0" BITUMINOUS BASE COURSE, MN/DOT 2360 SPNW*
7" CLASS 5 AGGREGATE BASE, MN/DOT 3138
XX" SELECT GRANULAR MATERIAL, MN/DOT 3149.2B
(IF REQUIRED BY SOILS ENGINEER)
GEOFABRIC, MN/DOT TYPE V, MIRAFI 500X
(IF REQUIRED BY SOILS ENGINEER)
APPROVED SUBGRADE
N.T.S.
* REFER TO BITUMINOUS MIX DESIGN
REQUIREMENT PROVIDED BY THE
GEOTECHNICAL CONSULTANT
N.T.S.
EXISTING SUBGRADE
SEE SHEET ___ FOR
PAVEMENT SECTION
TACK EXISTING
BITUMINOUS EDGE &
EXISTING BASE COURSE
EXISTING
AGGREGATE
BASE
EXISTING
ASPHALT
2" MILL - 12" WIDE (MIN)
2"
SAW CUT AND MILL EXISTING PAVEMENT1' WIDE AND 2" DEEP
FULL-DEPTH SAW CUT
EXISTING PROPOSED
PAVEMENT JOINT03
02 PAVEMENT SECTIONS
ACCESSIBLEPARKING SIGN
SEE DETAIL
2'
STRIPING - 4"
TRAFFIC WHITE
INTEGRALSIDEWALK CURBSEE DETAIL
INTEGRALSIDEWALK CURB
SEE DETAIL
1.5% (2% MAX.)
PLAN VIEW OF ADA PARKING
SECTION A-A
A
A
AA
N.T.S.
NO PARKING
ACCESSIBLE STALL
MARKING
SEE DETAIL
8'
MAX
NO PARKING SIGN
N.T.S.12"3.5'3'1.5'3'3"1'
VEHICLE IDREQUIRED
PARKINGNOTE: ANY SIGN FREESTANDING INASPHALT PARKING
LOT SHALL BE
MOUNTED AS
SHOWN.FOR VIOLATIONUP TO $200 FINE
CONCRETE
GRANULAR BASE
PAVING
ONE WRAP OF #30
ROOFING FELT
6"Ø SCH. 40 STEEL
PIPE-FILL WITH CONC.
4" x 4" STEEL TUBE
(SEE SIGN DETAILS
THIS SHEET)
STANDARD
MNDOT SIGN
NO. R7-8M
1.5'
ACCESSIBLE
VAN
PROVIDE VAN
ACCESSIBLE SIGN AT
RIGHT HAND
DISCHARGE PARKING
SPACES
STANDARD
MNDOT SIGN
NO. R7-8B
5.0' MIN. 5.5' MAX.(WHEN R7-8B NOT PROVIDED)5.0' MIN. 5.5' MAX.(WHEN R7-8B PROVIDED)NO PARKING
ACCESSAISLE
PROVIDE NO PARKING,
ACCESS AISLE SIGN
CENTERED AT HEAD OF
ACCESSIBLE ACCESS AISLE
11 ACCESSIBLE PARKING SIGN
WITH BOLLARD
NOTE: CLEANOUT FITTINGS, INCLUDING THE
WYE AND STACK SHALL BE DUCTILE IRON,
ONLY IF THEY ARE PLACED IN PAVED AREAS.
3" MINIMUM
XX" (DIP OR PVC)
WYE
45° LONG RADIUS
BEND
CONCRETE
6" D.I.P. CLEANOUT STACK
FEMALE ADAPTOR
DUCTILE IRON
THREADED PLUG
PLACE CASTING R-1976 OR
APPROVED EQUAL ON CLEANOUTS
IN PAVED AREAS
FINISHED GRADE
N.T.S.
05 TYPICAL CLEANOUT
PAVEMENT EDGE
CONTRACTION JOINT
3'-0"
MI
N
N.T.S.
2'-0"
*UNL
E
S
S
S
P
E
CI
FI
E
D
OTHER
WI
S
E
O
N
P
L
A
N
07 END SECTION CURB & GUTTER
C L
6" SCH. 40 STEEL PIPE
FILLED W/ CONC. WITH
TOP ROUNDED.
PAVEMENT OR
FINISHED GRADE 4'-0"3" COVER
OVER FOOTING
FILL POST w/
CONCRETE
3500 PSI P.C. CONCRETE
MINIMUM (TYP.)
2'-0"3" MIN.ALL PIPES SHALL BE
PAINTED TRAFFIC
YELLOW
1'-6"SYM. ABOUTC LWHEN IN GROUPS8'-0"N.T.S.
CONCRETE PIPE BOLLARD10
8"16"4" CLASS 5
4" CONCRETE WITH 6 x 6 -
10 x 10 WIRE MESH - JOINTS 5.0' O.C.±45°'BITUMINOUS SURFACE
1" R
2"VARIES
SLOPE @ 2.00%
* HEIGHT VARIES - SEE GRADING PLAN4"4"N.T.S.
06 INTEGRAL SIDEWALK CURB
08 ADA PARKING
LC
LOCATE AT EDGE OF PARKING SPACE7.0'6.5'
2.5'R
6" (TYP)
N.T.S.
ACCESSIBLE PARKING SYMBOL09
4" WIDE WHITE
SOLID LINE
Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C9-DETL.dwg
C9.02
DETAILS
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
FLOWAS NEEDED48"
27"1'-4"4'7"SECTION A-A
SECTION B-B
B B
A
A
STEPS 16" O.C. ON
DOWNSTREAM
SIDE
NOTES:
1.WHERE WATER MAY STAND, TOP OF
MANHOLE SHALL BE 2 FEET ABOVE GROUND,
AND/OR 2 FEET ABOVE THE 100 YEAR STORM
WATER ELEVATION.
2.ON MANHOLES 8' DEEP AND GREATER, A ONE
FOOT FOUR INCH (1'-4") PRECAST SECTION
SHALL BE PLACED IMMEDIATELY BELOW THE
CONE SECTION.
3.ALL JOINTS BETWEEN SECTIONS SHALL HAVE
"O" RING RUBBER GASKETS.
4.MINIMUM SLAB THICKNESS, 6" FOR 14'
DEPTH. INCREASE THICKNESS 1" FOR EACH 4'
OF DEPTH GREATER THAN 14' AND
REINFORCE WITH 6"X6" 10/10 MESH.
MANHOLE CASTING AND COVER, NEENAH R-1642-B, ESS BROS. 309, OR APPROVED
EQUAL WITH MACHINED BEARING SURFACES AND TWO (2) CONCEALED PICK HOLES.
20" TO SPRING
LINE (MAX.)
GASKETED
FLEXIBLE
WATERTIGHT
CONNECTION (TYP)
FULL BED OF MORTAR BETWEEN RINGS,
CASTING AND ON OUTSIDE OF RINGS.
2" ADJUSTING RINGS AS
REQUIRED (MIN. 2, MAX. 4)
ADJUST CASTING TO 1/2"
BELOW FINISHED BITUMINOUS
GRADE.
SLOPE 2"/FOOT
N.T.S.
16 STANDARD SANITARY
SEWER MANHOLE
* SEE STORM SEWER STRUCTURE
SCHEDULE FOR MANHOLE
DIAMETER.
USE T-SECTION MANHOLE WHERE
POSSIBLE (MNDOT DESIGN J) WITHOFFSET CONE CONNECTION OR
PRECAST SLAB.
BASE: PRECAST CONCRETE
FLOW
STEPS 16" O.C. ON
DOWNSTREAM SIDE
SLOPE
2"/FOOT
GASKETED, FLEXIBLE,
WATERTIGHT CONNECTION AT
ALL PIPE CONNECTIONS UNLESS
GROUTED CONNECTION IS
APPROVED BY THE ENGINEER
"O" RING GASKETS BETWEEN EACHJOINT IN MANHOLE SECTIONS
NOTES:
1.MANHOLES 8' DEEP OR GREATER,
THE PRECAST SECTION
IMMEDIATELY BELOW THE CONE
SECTION, SHALL BE 1'-4" (16") IN
HEIGHT
2.PROVIDE STEPS IN ALL MANHOLESOVER 4.5 FEET IN DEPTH
FULL BED OF MORTAR BETWEEN RINGS,CASTING AND ON OUTSIDE OF RINGS
2" ADJUSTING RINGS AS REQUIRED
(MIN 2, MAX 4)
ADJUST CASTING TO 1/2" BELOW FINISHEDBITUMINOUS GRADE
MANHOLE FRAME AND COVER, NEENAH R-1642-B WITH MACHINED
BEARING SURFACES WITH 2 CONCEALED PICK HOLES OR APPROVED
EQUAL
27"
*AS NEEDEDAS NEEDED1'-4"4'7"N.T.S.
13 STORM SEWER MANHOLE
4' DIA. M.H.-9" IN FROM BACK OF CURB
6' DIA. M.H.-3" BEHIND BACK OF CURB
8' DIA. M.H.-15" BEHIND BACK OF CURB
DIMENSION FROM BACK OF CURB
TO CENTER OF PIPE. FOR A 24"
GRATE OPENING.
24"X 36" SLAB OPENING
PROVIDE 27" DIAMETER OPENING IF ROUND
CASTING TO BE PROVIDED. SEE STORM
SEWER STRUCTURE SCHEDULE FOR
DIMENSIONS FROM BACK OF CURB TO
CENTER OF STRUCTURE.
NOTE: SEE STORM SEWER STRUCTURE
SCHEDULE FOR CASTING TYPE.
ALL JOINTS IN MANHOLE TO HAVE
"O" RING RUBBER GASKETS.
MANHOLE STEPS NEENAH R1981JOR EQUAL, 16" O.C.- ALUMINUMSTEPS APPROVED.
DOGHOUSES SHALL BE GROUTED ON
BOTH THE OUTSIDE AND THE INSIDE.
GASKETED, FLEXIBLE, WATERTIGHT CONNECTION
AT ALL PIPE CONNECTIONS UNLESS GROUTEDCONNECTION IS APPROVED BY THE ENGINEER
FULL BED OF MORTAR BETWEEN RINGS, ANDA 6" COLLAR ON THE OUTSIDE OF THE RINGS
MINIMUM OF 2, MAXIMUM OF 4 CONCRETE
ADJUSTING RINGS
PRECAST REINFORCED CONCRETE SLAB
THICKNESS:6" FOR 42" TO 48" DIA. 8" FOR 54" TO 102" DIA. 12" FOR 108" TO 120" DIA.
PRECAST CONCRETE MANHOLE SECTIONS
GROUT BOTTOM
MINIMUM SLAB THICKNESS 6" FOR 14' DEPTH.
INCREASE THICKNESS 1" FOR EACH 4' OF DEPTHGREATER THAN 14' AND REINFORCE WITH 6"x6",
10/10 MESH
PIPE
DI
A
ME
T
E
RVARIABLE
6"6"
VARIABLE
5"1'-4"9"
N.T.S.
14 CATCH BASIN MANHOLE N.T.S.
15 SIGN POST EMBEDMENT ASSEMBLY30"6"CONCRETE
GRANULAR BASE
GRASS
ONE WRAP OF #30
ROOFING FELT
12"
BRUNSWICK AVE NADAIR AVE N42ND A
V
E
N
(
C
.
S
.
A
.
H
.
9
)
PROPOSED
BUILDING
4,770 S.F.NO PARKINGTV A C U U MPARKING ONLYV A C U U MPARKING ONLY3WP
BC3
JL1
BC2
SJ5
BC5
CD5
BIG4
BIG4
KFG8
BDL4 3SJ
3BDL
BIG3
4BDL
5CD
4BC
4SJ
4CD
NS1
1NS
AL2
1SO
2PE
1TH
AL1
CD18
BIG4
BDL5
BDL15
SJ
2
3
BC
3SJ
3BC
3SJ
CD6
6BDL
3BC
2SJ
3SJ
3BC
4BDL
SCALE IN FEET
0 4020
NORTH
Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-L1-LSCP.dwg
L1.01
LANDSCAPE
PLAN
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision
and that I am a duly Licensed LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at
Sambatek, Minnetonka, MN office.
MM/DD/201940252
William L. Delaney
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
CALCULATIONS
ONE TREE PER 30 LF OF FRONTAGE
SHRUBS
DECIDUOUS TREES 2" Cal.
ORNAMENTAL TREES 2" Cal.
ONE SHADE TREE FOR EVERY 30 LINEAR FEET
ONE OVERSTORY DECIDUOUS TREE FOR EVERY 30' OF LOT FRONTAGE
SHRUBS SHALL BE PLANTED ALONG BUILDING FOUNDATION THAT IS VISIBLE FROM THE PUBLIC STREET
TREES ON SITE MAXIMUM % OF TREES THAT MAY BE SINGLE SPECIES
7-19 35%
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SIGN
PIPE BOLLARD
STANDARD DUTY
ASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
CRYSTAL LANDSCAPE CODE
PLANT SCHEDULE
WETLAND LIMITS
TREELINE
PROPOSED
12
146
CONCRETE SIDEWALK
S
S
SANITARY SEWER
LANDSCAPE EDING
STORM SEWER
WATERMAIN
FORCEMAIN (SAN.)
YARDDRAIN
D
S
LS
RIPRAP
REQUIRED
12
TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY
TH Gleditsia triacanthos inermis / Thornless Honeylocust B & B 1
SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 1
AL Tilia americana / American Linden B & B 3
PE Ulmus americana `Princeton` / American Elm B & B 2.5"Cal 2
CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY
NS Picea abies / Norway Spruce B & B 6`2
WP Pinus strobus / White Pine B & B 6`3
ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY
JL Syringa reticulata / Japanese Tree Lilac B & B 2"Cal 1
SHRUBS CODE BOTANICAL / COMMON NAME CONT QTY
BC Aronia melanocarpa `Autumn Magic` / Autumn Magic Black Chokeberry 5 gal 26
CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 38
SJ Juniperus sabina `Scandia` / Scandia Juniper 5 gal 25
GRASSES CODE BOTANICAL / COMMON NAME CONT QTY
KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 1 gal 8
PERENNIALS CODE BOTANICAL / COMMON NAME CONT QTY
BIG Geranium x cantabrigiense `Biokovo` / Biokovo Cranesbill 1 gal 15
BDL Hemerocallis x `Baja` / Baja Daylily 1 gal 41
GROUND COVERS CODE BOTANICAL / COMMON NAME CONT QTY
TUR HIG Turf Sod Highland Sod / Sod Sod 13,358 sf
PLANT SCHEDULE
Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-L1-LSCP.dwg
L1.02
LANDSCAPE
DETAILS AND
NOTES
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision
and that I am a duly Licensed LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at
Sambatek, Minnetonka, MN office.
MM/DD/201940252
William L. Delaney
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
GENERAL NOTES:
1.THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING
CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK.
2.THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES,
REGULATIONS, AND PERMITS GOVERNING THE WORK.
4.THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND
SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR
REPLACED AT NO ADDITIONAL COST TO THE OWNER.
5.LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR
PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY
THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.
6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND
PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.
7.THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT
NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO
BEGINNING OF WORK.
8.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST.
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
9.THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES.
10.EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL
CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY
FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING.
11.LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED.
12.CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION.
PLANTING NOTES:
1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN
COMPLETED IN THE IMMEDIATE AREA.
2.A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE
MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION.
3.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK,"
ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL
CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS.
4.OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES.
5.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE
CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.
6.PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS.
7.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS
SPECIFIED.
8.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED
UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION.
9.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY
THE LANDSCAPE ARCHITECT.
10.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT
SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE
LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR
TO INSTALLATION.
11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.
12.MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER
DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS
ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY
ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 3" FOR SHRUB BEDS,
TREE RINGS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO
COMPLETE THE WORK SHOWN ON THE PLAN.
14.USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF
AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL
EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY
PERIOD.
15.WRAP ALL SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND
REMOVE WRAPPING AFTER MAY 1. TREE WRAPPING MATERIAL SHALL BE WHITE TWO-WALLED
PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO THE FIRST BRANCH.
16.ALL DECIDUOUS, PINE, AND LARCH PLANTINGS SHALL RECEIVE RODENT PROTECTION PER MNDOT
2571.31.2
17.PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM
CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B
SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES,
CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5
AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS
INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND
ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED
ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT
MAINTAINED IN THIS MANNER WILL BE REJECTED.
18.CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PIT
WILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS. THE CONTRACTOR
SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THAT
THIS WATER WILL PERCOLATE WITHIN A 24-HOUR PERIOD. IF THE SOIL AT A GIVEN AREA DOES
NOT DRAIN PROPERLY, A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTING
SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT.
19.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 -
NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF
REPLACEMENT INCLUDING LABOR AND PLANTS.
20.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED
DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN
ADVANCE OF BEGINNING PLANT INSTALLATION.
21.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN
OFF-SEASONS ENTIRELY AT HIS/HER RISK.
21.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1
21.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1
21.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1
21.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1
21.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20
21.6.NATIVE MIX SEEDING: 4/15 - 7/20; 9/20-10/20
22.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE.
PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE
PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE
OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING,
REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN
A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE
RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR
KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD.
23.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL
ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH
MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND
SPECIFICATIONS.
24.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS
ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY
INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR
TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY
ARRANGEMENTS FOR WATER.
TURF NOTES:
TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS
OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW:
1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO
INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL,
AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 12" INCHES IN ANY DIMENSION.
2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW
SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.
3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON
SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY.
4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING,
MULCHING AND FERTILIZING. SEED MIXTURE NO.25-151 WILL BE PLACED AT THE RATE OF 120
POUNDS PER ACRE.
5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND
WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN
DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET.
6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH,
AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR
IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET.
GENERAL TREE SPECIFICATIONS:
1.ALL STREET AND PARKING LOT TREES SHALL BE LIMBED UP TO THE FOLLOWING HEIGHTS:
1.1.2" CAL. TREES: LOWEST BRANCH 6' HT.
1.2.3" CAL.+ TREES: LOWEST BRANCH 7' HT.
2.TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OF TREE AND TYPE OF TREE.
2.1.1" CALIPER/6-8' HT: 3-4' WIDTH MIN.
2.2.2" CALIPER/12-14' HT: 4-5' WIDTH MIN.
2.3.3" CALIPER/14-16' HT: 6-7' WIDTH MIN.
3.CANOPY TREES SHALL NOT HAVE CO-DOMINATE LEADERS IN LOWER HALF OF TREE CROWN.
4.ALL TREES SHALL HAVE SYMMETRICAL OR BALANCED BRANCHING ON ALL SIDES OF THE TREE.
5.TREES SHALL NOT BE TIPPED PRUNED.
6.TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING. DAMAGED TREES
SHALL BE REJECTED.
7.SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY 20%
8.TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REJECTED.
IRRIGATION NOTES:
1.IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION.
2.ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1"
IRRIGATION PER WEEK.
3.ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25"
IRRIGATION PER WEEK.
4.CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY.
A 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL.
NOTES
PROVIDE & INSTALL RODENT PROTECTION
1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR
GREATER X 24" HT.. STAKE IN PLACE
INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF
THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM
TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN
ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN
ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT
COVER TOP OF ROOT BALL WITH SOIL.
INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH.
PLACE NO MULCH IN CONTACT WITH TREE TRUNK
REMOVE BURLAP, TWINE, ROPE AND WIRE FROM
TOP HALF OF ROOT BALL
BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF
ROOT BALL
EDGE CONDITION VARIES
PLACE ROOT BALL ON UNDISTURBED OR
COMPACTED SOIL
SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND
TO BIND WITH PREPARED SOIL
PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85%
OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698
TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOT BALL DOES NOT SHIFT
DIG PLANTING PIT 4" TO 6"
DEEPER THAN ROOT BALL
UNDISTURBED
SUBGRADE
NOTE:
CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB
POSITION THROUGHOUT THE WARRANTY PERIOD. IF
STAKING IS REQUIRED BY SITE CONDITIONS,
CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1"
WEBBING AROUND TRUNK OF TREE (NO WIRE OR
CABLING TO BE USED)
WRAP TREE TRUNKS PER NOTES.
30" RADIUS MULCH RING
A1.5 X A
MIN.
1
1
TREE PLANTING DETAIL
1/4" = 1'-0"
L1.02 P-01
1
INSTALL 3" LAYER OF MULCH, DO NOT PLACE IN
CONTACT W/ SHRUB STEM
APPLY PRE-EMERGENT HERBICIDE
EDGE CONDITION VARIES
EDGER, REFER TO PLAN AND SPECIFICATION
LOOSEN ROOTS OF CONTAINER GROWN PLANTS
EXCAVATE PLANT BED MIN. 4" DEEPER THAN
ROOT BALL HT.
SCARIFY SIDES AND BOTTOM OF PLANTING BED
WITH SPADE
UNDISTURBED SUBGRADE
PREPARE SOIL FOR
THE ENTIRE BED
SEE PLAN12"
MIN
SHRUB PLANTING DETAIL
3/8" = 1'-0"
18"MINPLANTING SOIL. REFER TO SPECIFICATIONS
L1.02 P-02
2
INSTALL 3" LAYER OF MULCH. DO NOT
PLACE IN CONTACT WITH PLANT
EDGE CONDITION VARIES
EDGER, REFER TO PLAN AND SPECIFICATION
LOOSEN ROOTS OF CONTAINER GROWN PLANTS
PLANTING SOIL, REFER TO SPECIFICATIONS
SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE
UNDISTURBED SUBGRADE
PREPARE SOIL FOR
THE ENTIRE BED
18"MIN.6"
REFER
TO PLAN
NOTE:
REFER TO EXTERIOR PLANTING SPECIFICATION
PERENNIAL PLANTING DETAIL
1/2" = 1'-0"
L1.02 P-03
3
MULCH
316" THICK STEEL EDGER (BLACK) W/ STAKE
FINISHED GRADE AND EDGE
CONDITION VARIES - SEE PLAN
STEEL EDGER
1 1/2" = 1'-0"
L1.02 P-06
4
BRUNSWICK AVE NADAIR AVE N42ND A
V
E
N
(
C
.
S
.
A
.
H
.
9
)
PROPOSED
BUILDING
4,770 S.F.NO PARKINGTV A C U U MPARKING ONLYV A C U U MPARKING ONLY10' BUILDING SETBACK10' BUIL
D
I
N
G
S
E
T
B
A
C
K
5' PARKING SETBACK10' BUILDING SETBACK5' PARKING SETBACK5' PARKI
N
G
S
E
T
B
A
C
K
64db
58db
40db
82db
(ORIGIN)
52db
46db
R8'
R16'
R32'
R64'
R128'
SCALE IN FEET
0 4020
NORTH
Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Exhibits\21978-Vacuum.dwg
X1.01
VACUUM NOISE
EXHIBIT
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issue:
Client
LINN
INVESTMENT
PROPERTIES, LLC
TUMBLE FRESH
CRYSTAL, MN
6023 42ND AVE N
MJJ MJJ
JEB
PRELIMINARY 12/17/2019
21978
Registration No.Date:
I hereby certify that this plan, specification or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional ENGINEER under the laws of the state
of Minnesota.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
MM/DD/201944579
Joshua E. Balzer
PRELI
MI
N
A
R
Y
1 01/02/20 AJR CITY COMMENTS
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
MANUFACTURER INDICATES VACUUM EMITS 82db.
SOUND LEVEL DECREASES BY 6db EVERY TIME DISTANCE FROM SOURCE
DOUBLES.
FOR COMPARISON, THE SOUND OF A CAR PASSING ON THE STREET IS
GENERALLY 70db AT 50 FT FROM THE SOURCE.
**IT IS OF NOTE THAT THESE ESTIMATES DO NOT TAKE PROPOSED SITE
LANDSCAPING INTO CONSIDERATION. SITE LANDSCAPING SHOULD WORK
TO FURTHER DIMINISH NOISE LEVELS TO THE ADJACENT PROPERTIES.
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 1 OF 7
___________________________________________________________________________
FROM: Dan Olson, City Planner
___________________________________________________________________________
TO: Planning Commission (for January 13 Meeting)
DATE: January 8, 2020
RE: PUBLIC HEARING – Rezoning to Planned Development for a proposed
specialized care facility at 3501 Douglas Drive North (Application Number
2020-02)
A. INTRODUCTION
Hampton Companies is proposing to construct a new specialized care facility on
property they are proposing to purchase at 3501 Douglas Drive North, which contains
six separately platted lots. The portion of the property facing Douglas Drive is zoned
Commercial (C), while the rear of the property is zoned Low Density Residential (R-1).
Specialized care facilities are a permitted use in the Commercial zoning district. The
applicant is proposing to consolidate the lots into one parcel and rezone the property to
Planned Development (C - PD). Notice of the January 13 public 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 neighborhoods on Nextdoor.
Staff Report 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)
PLANNING COMMISSION STAFF REPORT
Proposed Specialized Care Facility
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 2 OF 7
Staff Report Organization
Section Page Number(s) Information Provided
B (Background)
Pages 2-3
Neighborhood meeting
Existing use
Surrounding land uses
Conformance to
Comprehensive Plan
C (Proposed Specialized
Care Facility)
Pages 3-6
Proposed use
Facility operational
characteristics and
requirements
Facility site plan
elements
D (Rezoning to Planned
Development)
Page 6 Rezoning to C-PD
E (Requested Action) Page 7 Requested Planning
Commission action
Approval conditions
B. BACKGROUND
Neighborhood meeting
The applicant 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.
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 3 OF 7
East – Across Douglas Drive are single-family homes zoned R-1 and an eight-unit
residential condominium building zoned Medium Density Residential (R-2).
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) that is zoned Commercial.
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 The applicant 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.
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 4 OF 7
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.
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.
The applicant has provided details about the day-to-day operations of the proposed
facility in attachment D. The applicant is licensed by the State of Minnesota as a
Comprehensive Care Provider, which requires state oversight of the programs offered
by the applicant.
Facility Site Plan Elements
The properties included in the Planned Development consists of six platted lots. The
applicant 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:
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 5 OF 7
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.
Parking. The applicant 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. The applicant 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
surface 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.
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.
Landscaping. The landscape plan shows 43 existing trees to be removed to
accommodate the proposed building. The city’s UDC requires that the applicant
document the reason for any trees to be removed over 12” in diameter, with certain
trees allowed to be removed without the need for replacement. 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
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 6 OF 7
the rezoning that the applicant 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”. The applicant 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 the
applicant will replace with a new enclosure. The applicant 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. The applicant must
receive sign permit approval before installing that sign, or any building signage.
D. REZONING TO PLANNED DEVELOPMENT (C - PD)
The applicant 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.
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.
3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION
PAGE 7 OF 7
E. REQUESTED ACTION
The Planning Commission is being asked to make a recommendation to the City
Council to either deny or approve the rezoning to Planned Development for the addition
of a specialized care facility at 3501 Douglas Drive North. This recommendation should
include findings of fact either for or against the proposal. The Commission may
reference the findings for approval in sections B, C, and D, above. Staff recommends
approval of the rezoning to Planned Development 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, the applicant shall:
a. 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.
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. The applicant must
demonstrate that the number of replacement trees meets UDC
requirements.
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 action of the first reading of the ordinance rezoning the property to
C-PD is anticipated on January 21, 2020. If the Council approves first reading,
then second reading of the rezoning ordinance would be considered at a future
regularly scheduled Council meeting in which the lot consolidation and easement
vacation requests will also be considered.
Site Location and Neighborhood Notice Mailing Map
3501 Douglas Dr. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
Zoning Map
3501 Douglas Dr. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment B
2040 Comprehensive Plan Map
3501 Douglas Dr. N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment C
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
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.
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
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 E
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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 L1.1
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'R
2
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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:
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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 EXISTING
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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.
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 HOOD8931306030710DISPOSE
CLEAN TBLE41560 HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FRE
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MOP SINK415601213 MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601A
BathBathBathBathBathBathBathBathBath3060
1AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEE
DRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWNOPARKING
7' ROW
NOPARKING 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 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 Utility
Easement Per Plat ofANDERSON'SGARDENDALE ACRES[20]14(Unimproved)2" Service(Per Map)Possible San. ServiceLine (Per Map)
Possible San. ServiceLine (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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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.
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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°BEND41.01.41.91.41.0--62.13.04.33.01.61.0-105.98.411.88.44.62.61.2128.512.017.012.06.63.41.71411.516.323.016.38.94.62.31615.021.330.021.311.66.03.01819.027.038.027.014.67.63.62023.533.347.033.318.19.44.72434.048.068.048.026.213.66.863.85.37.65.42.91.51.0THRUST 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 GRADEDI
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)8
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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 S5
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS............
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 PLAN04/03/19FDC 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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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:
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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 CALCULATIONS
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110
SUITE LIVING/HAMPTON COMPANIES LLC
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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.
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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.
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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"
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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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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:
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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 IDNAME 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....
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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N1/6/2020CITY RESUBMITTAL..12/13/19CITY SUBMITTAL1824 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).
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.
ELECTION OF OFFICERS
PAGE 1 OF 1
_____________________________________________________
FROM: Dan Olson, City Planner
____________________________________________________________________
TO: Planning Commission (for January 13 Meeting)
DATE: January 7, 2020
RE: Election of Officers
The Planning Commission has three officer positions, elected by the members of the
commission:
Chairperson. Currently Joe Selton (since January 14, 2019)
Vice Chairperson. Currently James Einfeldt-Brown (since January 14, 2019)
Second Vice Chairperson. Currently Carolyn Maristany (since January 14, 2019)
The duties of each officer position are described in the attached bylaws. Planning
Commission action on each office is requested using the following procedure:
The meeting chair asks for a motion and second for any nominations for the office.
Before the second, the chair should ask the person nominated if they accept the
position.
If there is only one nomination, the commission would fill the office by voice vote.
If there are two or more nominations, each commission member would vote for one
of the nominated members using paper ballots tabulated by the recording secretary.
The candidate receiving the most votes is elected to the position. In the event of a
tie, a coin toss is used as a tie-breaker.
PLANNING COMMISSION STAFF REPORT
Election of Officers
PLANNING COMMISION BYLAWS - APPROVED BY CITY COUNCIL 2/05/19 Page 1 of 3
CITY OF CRYSTAL
PLANNING COMMISSION BY-LAWS
ARTICLE I. MISSION STATEMENT
The role of the Crystal Planning Commission is to serve the City Council and citizens of Crystal by
formulating recommendations in land use matters and by devoting the time necessary to listen to fact, to
consider public input and to render decisions in an objective manner. To be successful in this role,
Planning Commissioners acknowledge and honor these values:
Open-mindedness: Decisions are made free from prejudice or bias; Commissioners are receptive of
new ideas and to reason.
Respect: Commissioners listen to and show respect for the opinions and positions of fellow
Commissioners as well as those who come before the Commission.
Equal treatment: Everyone appearing before the Commission has the same privileges, status and
rights.
Attack the problem, not the person: Personal attacks are not tolerated, but honest and informed
debate is encouraged.
Offer and accept constructive criticism: Constructive comments are to be encouraged and welcomed;
unfavorable judgments that find fault and fix responsibility are not.
Responsibility to the City of Crystal: The best interests of the city of Crystal are paramount and rise
above parochial interests.
Shared responsibility: The Commission as a whole bears the responsibility for decisions and
recommendations that are made.
ARTICLE II. ORGANIZATION
A. Election of Officers
The officers of the Commission shall be elected by the members of the Commission at the first
meeting each year. Officers shall serve for a period of one year, commencing with the first
meeting of each year. The term of office for each Officer is one year.
B. Officers
The officers of the Commission shall be a Chairperson, Vice Chairperson, and Second Vice
Chairperson.
PLANNING COMMISION BYLAWS - APPROVED BY CITY COUNCIL 2/05/19 Page 2 of 3
C. City staff liaison
There shall be a city staff liaison who is not a member of the Commission.
D. Duties
1. The Chairperson shall preside at all meetings of the Commission, shall have such powers
of the supervision and management as may pertain to the office of the Chairperson.
2. The Vice Chairperson shall preside and perform all duties of the Chairperson in the event
of the Chairperson’s absence, disqualification or disability.
3. The Second Vice Chairperson shall preside and perform all duties of the Chairperson in
the event of both the Chairperson’s and Vice Chairperson’s absence, disqualification, or
disability.
4. The city staff liaison shall keep the minutes of all meetings and all records of the
Commission. Minutes of the meetings shall be mailed or delivered to all Commission
members and shall include the notice and agenda for the next regular meeting. The
liaison shall notify all members of any special meeting of the Commission.
5. It shall be the duty of each member to notify the city staff liaison if such meeting cannot
be attended. The liaison will then notify the chairperson of such absences.
D. Task Force
Task forces shall be formed when deemed necessary by the Chairperson. Such Task Forces shall
consist of a leader, who shall be a member of the Commission, and any number of people,
members or non-members, the leader deems necessary to successfully complete the task. The
Chairperson shall appoint the leader of any Task Force, keeping in mind the interests of
individual members. The Chairperson and Vice Chairperson shall be ex officio members of any
Task Force formed.
ARTICLE III. MEETINGS
A. The Commission shall hold a minimum of twelve regular monthly meetings on the second
Monday of each month at 7:00 p.m., unless otherwise set by the Commission at the January
meeting of each year. In addition, the date and time for any one monthly meeting may be
changed by a majority vote of the quorum. Meetings may be cancelled if there are no scheduled
public hearings.
B. Quorum, consisting of a majority of the members of the Commission, shall be sufficient to
transact the business of the Commission.
C. The Commission may hold special meetings to complete or initiate business at the call of the
Chairperson, or upon the request of three members of the Commission.
D. The roll shall be called at each meeting and a record of those members present or absent shall
also be recorded in the minutes of such meeting.
PLANNING COMMISION BYLAWS - APPROVED BY CITY COUNCIL 2/05/19 Page 3 of 3
E. The order of business will be as follows:
Call to Order
Approval of Minutes
Public Hearings
Old Business
New Business
General Information
Open Forum
Adjournment
ARTICLE IV. ATTENDANCE
Attendance is required at all meetings. Absence from more than three regular meetings in a
calendar year is not considered acceptable because it impairs the Commission’s ability to fulfill
its responsibilities to the community. For this reason, upon a Commissioner’s fourth absence
from a regular meeting within a calendar year, the Chairperson shall notify the Mayor of such
absences and the City Council may take action to remove the Commissioner.
ARTICLE V. GENERAL PROVISIONS
No member of the Commission shall be authorized to speak on behalf of the Commission
publicly until the Commission has first considered and approved such statements. The City
Council or City Manager shall be notified in advance of the nature of any public statement of
official policy concerning the Commission.
ARTICLE VI. AMENDMENTS
These rules and procedures may be amended by the city council after a majority of the
membership makes a recommendation for an amendment. Notice of the proposed amendments
shall be mailed to all members of the Commission by the city staff liaison prior to the meeting at
which the amendments are to be voted upon. Any member of the Commission may, in writing,
propose amendments to these rules and procedures.