2023.10.09 - 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, October 9, 2023
7 p.m.
Crystal City Hall and Zoom Video Conference
Zoom call information: https://go.crystalmn.gov/Oct09 (meeting ID is 875 8780
3975 and password is 414141) or call-in toll free at 888-475-4499
1. Call to Order
2. Approval of Minutes*
a. Monday, August 14, 2023 meeting minutes
3. Public Hearings*
a. Conditional use permit application from New Horizon Academy for a child day
care center at 7000 – 57th Avenue North (Application Number 2023-06)
b. Miscellaneous amendments to the Unified Development Code (Application
Number 2023-07)
4. Old Business - None
5. New Business - None
6. General Information
a. City Council actions on previous Planning Commission items: None
b. Update from Council liaison
c. Staff preview of likely agenda items for Monday, November 13, 2023 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, October 9, 2023 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 [Vice Chair]
Commissioner (Ward 2)
Selton [Chair]
Commissioner (Ward 4)
Einfeldt-Brown [Sec. Vice
Chair]
Commissioner (Ward 1)
Heigel
Commissioner (Ward 3)
Maristany
Commissioner (Ward 4)
Johnson
Commissioner (Ward 2)
Strand
Commissioner (Ward 3)
Buck
Commissioner (At-
Large) Scholz
2. APPROVAL OF MINUTES *
Moved by _______________ and seconded by _______________ to approve the minutes of
the August 14, 2023 regular meeting with the following exceptions:
Motion carried.
3. PUBLIC HEARINGS*
a. Conditional use permit application from New Horizon Academy for a day care center at
7000 – 57th Avenue North (Application Number 2023-06)
Staff presented the following:
The following were heard:
Page 2 of 3
Planning Commission discussion:
Moved by _______________ and seconded by _____________ to recommend ______
to the City Council of the conditional use permit application from New Horizon Academy.
Motion carried.
b. Miscellaneous amendments to the Unified Development Code (Application Number
2023-07)
Staff presented the following:
The following were heard:
Planning Commission discussion:
Moved by _______________ and seconded by _____________ to recommend ______
to the City Council of the amendments to the unified development code.
Motion carried.
4. OLD BUSINESS – None
5. NEW BUSINESS - None
Page 3 of 3
6. GENERAL INFORMATION
a. City Council actions on previous Planning Commission items: None
b. Update from Council Liaison
c. Staff preview of likely agenda items for Monday, November 13, 2023 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 – August 14, 2023
CRYSTAL PLANNING COMMISSION
MINUTES
Monday, August 14, 2023 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:
Commissioner (Ward 1)
Sears [Vice Chair]
X Commissioner (Ward 2)
Selton [Chair]
X Commissioner (Ward 4)
Einfeldt-Brown [Sec. Vice
Chair]
X Commissioner (Ward 1)
Heigel
X Commissioner (Ward 3)
Maristany
X Commissioner (Ward 4)
Johnson
Commissioner (Ward 2)
Strand (arrived 7:04 p.m.)
X Commissioner (Ward 3)
Buck
X Commissioner (At-
Large) Scholz
Other attendees: City planner Dan Olson, City Council liaison Therese Kiser, and Community
Development Director John Sutter
2. APPROVAL OF MINUTES
Moved by Heigel and seconded by Scholz to approve the minutes of the July 10, 2023
regular meeting. Ayes: All. Nays: None
Motion carried.
3. PUBLIC HEARING – None
4. OLD BUSINESS - None
5. NEW BUSINESS
a. Discuss amendments to the Unified Development Code.
Planner Olson discussed each of the proposed amendments in the staff report, affording
an opportunity for each Planning Commission member to provide input. The following are
the changes the Commission requested:
1. Town Center façade glazing (page 52). Clarify that all non-residential floors will require
50% glazing and residential floors will require 30%, regardless of the floor location
within the building.
2. Town Center street/pedestrian locations (page 53 and 72). The last line should be
revised to read “The city will consider alternate street locations or pedestrian
Unapproved Planning Commission Minutes – August 14, 2023
connections that achieve this intent”. The figure should also be labeled as
“hypothetical” locations.
3. Parking lot screening (page 134). In speaking of driveway visibility, reference the city’s
triangle requirements in chapter 8 of the city code.
4. Tree size requirements (page 128). The Commission requested that staff research
whether reducing the tree size will reduce the likelihood of a tree’s survival.
6. GENERAL INFORMATION
• City Council actions on previous Planning Commission items: Planner Olson said that
the City Council approved the variance for 4309 Colorado Ave N as the Planning
Commission had recommended.
• Update from Council Liaison: Council liaison Kiser said the City Council has been
reviewing proposed cannabis regulations, including banning it’s use on public
property. Ms. Kiser said she had a meeting with Hennepin County commissioner Jeff
Lunde about the proposed Blue Line extension, and she updated the Commission on
the latest plans. Mr. Sutter added that the scale model of the planned Crystal LRT
station is now on display at city hall.
• Staff preview of likely agenda items for Monday, September 11, 2023 meeting.
Planner Olson said he has not received any applications yet, but the application
deadline date is not until tomorrow.
7. OPEN FORUM
1. Commission member Johnson expressed an interest in having Commission
member Lunde at a future meeting to discuss the LRT project. Ms. Kiser said she
would contact Mr. Lunde to see if he’s able to do that. Commission member Scholz
said it would make sense for Mr. Lunde to attend when the LRT project is more
advanced.
2. Commission member Heigel said that on Oct. 11, there will be a community
meeting to ask questions of the Crystal police. Mr. Heigel also asked about dealing
with dead or nuisance trees. Mr. Sutter suggested contacting the city’s public
works department for those issues. Commission member Scholz said she’s seen
success with treating dying trees.
3. Mr. Sutter reported the city has received a favorable decision in the lawsuit at 6613
– 36th Avenue North. The plaintiff has 60 days to appeal the decision.
8. ADJOURNMENT
Moved by Johnson and seconded by Einfeldt-Brown to adjourn. Ayes: All. Nays: None
Motion carried.
The meeting adjourned at 8:27 p.m.
7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 1 OF 7
__________________________________________________________________________
FROM: Dan Olson, City Planner
__________________________________________________________________________
TO: Planning Commission (for October 9 Meeting)
DATE: October 3, 2023
RE: PUBLIC HEARING – Conditional Use Permit request from New Horizon
Academy for a child day care center at 7000 – 57th Avenue North
(Application Number 2023-06)
A. BACKGROUND
New Horizon Academy has applied for a conditional use permit (CUP) to allow a child
day care center at 7000 – 57th Avenue North. The applicant is proposing to purchase
the property from the current property owner and convert the existing office building to
the day care center. The property is zoned Commercial (C) and child day care is a
conditional use within that district.
Notice of the October 9 public hearing was published in the Sun Post on September 28,
mailed to owners, renters and business tenants within 500 feet (see attachment A), and
posted to all neighborhoods on Nextdoor. A sign was also posted on the property.
Attachments:
A. Site location and public hearing mailing notice map
B. Zoning map
C. Photos of existing property
D. Project narrative
E. Site plans (25 sheets)
PLANNING COMMISSION STAFF REPORT
Conditional Use Permit for 7000 – 57TH
Avenue North
7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 2 OF 7
B. PROPOSED CONDITIONAL USE
Existing Use
The existing 15,948 sq. ft. office building was constructed in 1976 on the 59,804 sq. ft.
(1.37 acre) property. The property has 78 parking spaces.
Adjacent uses
The following are the existing land uses and zoning districts surrounding this property:
• North. U-Haul self-storage facility, zoned Commercial
• East. Vehicle repair shop, Joe’s Barber Shop and Masonic Lodge, all
zoned Commercial
• West. Across Kentucky Avenue, office building zoned Commercial
• South. Across 57th Avenue N, Wells Fargo bank, O’Reilly auto parts store,
and Huntington bank, all zoned Commercial
Proposed use
The existing office building is proposed to be converted to a child day care center. The
applicant is not proposing to enlarge the building or increase the size of the parking lot,
but will reduce the parking lot size to accommodate new child play areas. The floor plan
(attachment E) shows ten classrooms and administrative areas. The day care will have
a maximum of 189 children under the age of 5 and an average daily attendance of 143
children. There will be 29 staff members and the center will be open from 6:00 AM to
6:30 PM, Monday through Friday. The following are the notable site plan elements for
this proposed day care:
• Parking. The Unified Development Code (UDC) does not have a minimum
number of required parking spaces for a child day care center. The site currently
contains 78 parking spaces, but the applicant is proposing to reduce that number
to 43 spaces to accommodate new outdoor play areas for the children. The
project narrative (attachment D) provides:
➢ Child pick-up and drop-off information. Caregivers are required to park
in the lot and bring the children into the center. New Horizon owns a small
mini-bus for picking up school age children, but they have indicated that
the Crystal center will only have preschool age children. That said, this
CUP would not limit this facility to preschool children unless the Planning
Commission and City Council want to add that as a condition.
➢ An Apple Valley traffic study. As an example of how New Horizon’s day
care centers operate, in 2021 the applicant completed a detailed traffic
study of its Apple Valley location.
➢ A comparative parking analysis. The analysis compares the proposed
parking needs for the Crystal location to existing New Horizon locations in
the Twin Cities to demonstrate that 43 parking spaces are sufficient for this
7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 3 OF 7
proposed use. Staff has contacted staff of these respective cities to see if
parking has been an issue:
▪ Eden Prairie. One of New Horizon’s Eden Prairie locations is similar in
building size and number of spaces (14,537 sq. ft. with 47 spaces).
Eden Prairie staff indicated that there have been no parking issues
with that (or any other) location.
▪ Apple Valley. As indicated above, New Horizon completed a detailed
traffic study in 2021 for their Apple Valley location, which is 10,700 sq.
ft in size with 31 parking spaces. Apple Valley staff indicated they’ve
had no issues with parking.
▪ Plymouth. There are three Plymouth locations, the largest building
being 13,023 sq. ft with 32 spaces. Plymouth staff indicated they’ve
had no issues with parking.
▪ Brooklyn Park. There are three Brooklyn Park locations, the largest
building being 12,400 sq. ft with 37 spaces. Brooklyn Park staff
indicated they’ve had no issues with parking.
▪ Lino Lakes. The Lino Lakes center is currently under construction,
but the city approved a reduction in the number of required parking
spaces from 60 to 49 based on a parking study for a 12,873 sq. ft.
building.
Based on the applicant’s parking study and feedback from other cities, staff
determines that the 43 parking spaces proposed for the Crystal location are
sufficient.
• Stormwater management and erosion control measures. Since the disturbed area
for this proposed use is less than one acre, the Shingle Creek Watershed
requires only city review of the stormwater management plan. The proposed site
plan includes both a sump catch basin with a Preserve device to capture floating
debris and nyoplast drain structures with perforated bottoms to allow for
infiltration. Both of these features benefit water quality and the infiltration helps to
reduce water run-off rates. After the site improvements are completed the
percentage of impervious surface on the property will decrease from 82% to 73%
(the maximum coverage is 85% for the Commercial district). During
reconstruction of the parking lot the city will require erosion control techniques to
be used on-site including silt fences, a rock construction entrance, and inlet
protection.
Utilities. The existing building connects to existing water, sanitary sewer, and
storm sewer mains in 57th and Kentucky Avenues N. The applicant will be
abandoning the existing water service to the property and add a joint domestic
water/fire sprinkler system to the building. The applicant has demonstrated to
West Metro Fire District’s satisfaction that the existing 8” watermain is adequately
sized for this use. The existing sanitary sewer service will continue to be used. A
new stormwater pipe collecting roof runoff will be connected into an existing city
stormwater structure. The applicant is adding a sump manhole structure in the
7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 4 OF 7
parking lot. The city engineer is requiring the applicant to submit a maintenance
plan for the sump catch basin. This requirement has been made a condition of
approval of the CUP.
• Access and circulation. There are two existing driveway accesses - one off of 57th
Avenue N, which will be retained, and the other off of Kentucky Avenue N, which
will be removed so that a child play area can be installed. The city’s Public Works
Director and the West Metro Fire Rescue District staff have reviewed the traffic
circulation plan and found it adequate to meet vehicle movement into and within
the site, including fire trucks and delivery vehicles.
• Building elevations. The applicant is adding manufactured stone as an accent
material to the existing building elevation. This material meets the city’s
requirements. Elevation drawings of the existing building is attachment E.
• Landscaping. There are sixteen trees on the property, with seven trees to be
removed (six of these are dying ash trees). The applicant proposes to plant 26
new trees (Hackberry, Street Keeper Honeylocust, American Linden, Pinnacle
Oak, Crabapple, and Hawthorn) together with seven varieties of shrubs which will
screen the parking lot and child play areas.
• Screening. Trash and recycling receptacles will be located within a new dumpster
enclosure. New rooftop mechanical equipment will be screened with added
parapet walls and the applicant is not adding any new ground mechanical
equipment.
• Exterior Lighting. There are no existing light poles on the property but the
applicant is adding five new light poles to the property, and fourteen new wall
lighting fixtures. This lighting meets the city’s requirements.
Recommended Findings
The following are the relevant criteria for approval of a conditional use permit in city
code section 510.19:
(a) The proposed use has been approved as a conditional use in the zoning district for
which it is proposed.
Findings: Child day care is a conditional use in the Commercial zoning district.
(b) The conditional use will be in accordance with the general objectives, or with any
specific objective, of the city’s comprehensive plan and the unified development
code (UDC).
Findings: The property is guided as Mixed Use on the 2040 Planned Land Use
Map, which is described as a vertical or side-by-side mixture of multiple family
residential, institutional, commercial, and industrial uses. The proposed
commercial day care use is in conformance to this designation.
7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 5 OF 7
(c) The conditional use will be designed, constructed, operated, and maintained so as
to be harmonious and appropriate in appearance with the existing or intended
character of the general vicinity and that such use will not change the essential
character of the same area.
Findings: Since the applicant will not increase the size of the building footprint
for this day care use, the existing character of the area will not change.
(d) Impacts such as noise, hours of activity, and exterior lighting have been sufficiently
addressed to mitigate negative impacts on nearby uses.
Findings: The proposed use is not expected to generate unusual noise
impacts. Hours of operation will be similar to other commercial uses in the
area. New exterior lighting meets the city’s requirements.
The closest single-family homes are approximately 250’ to the west and are
screened by a large office building located on Kentucky Avenue N. The
closest apartment building is approximately 250’ to the northwest. The
proposed day care use is not expected to have negative impacts on these
residential areas.
The proposed outdoor child play areas will be screened by landscaping. The
play areas on the north side of the property will be next to a little used
driveway for the U-Haul self-storage facility at 5717 West Broadway and a
parking lot for the masonic lodge building at 5707 West Broadway. The play
area on the south side of the property is next to a public sidewalk on 57th
Avenue N.
(e) Parking is adequately provided for the proposed conditional use.
Findings: As described in section B, above, the proposed day care will have
43 parking spaces. Based on the parking analysis provided by the applicant
and the experience of other cities with similar uses, staff has determined that
the number of spaces is sufficient for this use.
(f) In the approval of a conditional use permit, the City Council may impose such
conditions as it determines is necessary to make the use compatible with other uses
allowed in the same district zone or vicinity.
Findings: The proposed conditions of approval for the CUP are found in
section C of this staff report.
Use specific standards
The following is the relevant use specific standard in city code section 515.19, Subd. 7
for approval of a child day care, followed by staff’s findings of the standard.
a) The facility is served by arterial, collector, or municipal state aid streets and such
pedestrian facilities as are necessary to accommodate the traffic generated by
the facility.
7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 6 OF 7
Findings: In the 2040 Comprehensive Plan this section of West Broadway,
which is less than 300 feet from the property, is identified as a major
collector street. Also, 56th Avenue N. (Bass Lake Road) which is less than
500’ from the property, is identified as an arterial. While Kentucky and 57th
are not state aid streets, their 48’ width exceeds the 38’ minimum for state
aid streets with parking on both sides. There are existing sidewalks along
both Kentucky and 57th Avenues North.
C. REQUESTED ACTION
The Planning Commission is being asked to make a recommendation to the City
Council to either deny or approve the CUP to allow new Horizon Academy to operate a
child day care center at 7000 – 57th Avenue North. The Commission may reference the
findings in Section B, above. Staff recommends approval of the conditional use permit,
subject to the following conditions of approval:
1. The following are the requirements before a building permit can be issued for the
interior improvements to the building:
a. Submittal deadline. The applicant shall submit the permit application for the
interior building renovation by October 17, 2024 or submit a request for City
Council approval of a one-year extension by October 3, 2024.
b. Site improvement agreement. Sign a site improvement agreement with the
city and provide an escrow to guarantee installation of the parking lot
improvements and landscaping plan.
c. Maintenance plan. Provide a maintenance plan for the sump catch basin
(CBMH1) for city approval.
2. Compliance. This conditional use permit is subject to the applicable requirements of
the city code, and the applicant is required to comply with all applicable federal,
state, and local laws, rules, regulations, and ordinances, and is required to obtain
such other permits and permissions as may be required.
3. No Waiver. Failure by the City to take action with respect to any violation of any
condition, covenant or term of this conditional use permit shall not be deemed to be
a waiver of such condition, covenant, or term or any subsequent violation of the
same or any other condition, covenant, or term.
4. Revocation. The violation of any terms or conditions of this conditional use permit
including, but not limited to, any applicable federal, state, or local laws, rules,
regulations, and ordinances, may result in revocation of the conditional use permit.
The applicant shall be given written notice of any violation and reasonable time, as
determined by the City, to cure the violation before a revocation of the permit will
occur.
5. Binding Effect. This conditional use permit, and the conditions placed on it, are
binding on the applicant, their successors and assigns, shall run with the property,
and shall not in any way be affected by the subsequent sale, lease, or other change
from current ownership, until the conditional use permit is terminated or revoked as
provided herein. The obligations of the applicant under this conditional use permit
7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 7 OF 7
shall also be the obligations of the current and any subsequent owners of the
property.
6.Acceptance of Conditions. Utilization of the property for any of the uses allowed by
this conditional use permit shall automatically be deemed acceptance of, and
agreement to, the terms and conditions of this conditional use permit without
qualification, reservation, or exception.
City Council action is anticipated on October 17, 2023.
Site Location and Public Hearing Notice Mailing Map
7000 – 57th Ave N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
Zoning Map
7000 – 57th Ave N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment B
East side of building facing parking lot
Looking south at parking lot
Attachment C
West side of building along Kentucky Avenue North
North side of property
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Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636
September 21, 2023 (REVISED)
SUMMARY REPORT
TO: Mr. Dan Olson; City Planner, City of Crystal
FROM: A. Peter Hilger, AIA philger@rylaur.com
RE: New Horizon Academy
7000 57th Avenue North
Please find attached all applications and documentation necessary for the City of Crystal to
review and hopefully approve this proposed development. Following is a narrative summary of
the proposed project.
ABOUT NEW HORIZON ACADEMY
New Horizon Academy is a high-quality early learning provider that is 4-Star Parent Aware rated
and accredited by the National Association for the Education of Young Children (“NAEYC”), the
gold standard in the early childhood industry. New Horizon Academy has been serving metro
area families since 1972 and seeks to fill a market gap at this location. The school will be fully
functional within this existing structure requiring substantial remodeling to meet their criteria.
They expect this to be a first-class, purpose-built facility designed by New Horizon Academy for
existing and new families seeking high quality, educational child care.
ABOUT THE SITE
The site is presently known as Crystal Square, located on the northeast corner of Kentucky and
57th Avenue North. Constructed in 1976, it is a modest low-rise 1-story office building serving
multiple tenants on short term leases. The site has an existing but “tired” parking area, much of
which will be re-purposed into age-appropriate play areas.
The site is currently zoned Commercial within Zone “X”, within the town Center Overlay District
Childcare is an approved use by Conditional use Permit, as presently applied, and is consistent
with the City’s Comprehensive Plan. The site is in an area determined to be outside the 0.2%
annual chance flood plain
The proposed use as a childcare center does not generate any environmental concerns, nor does
it generate noise (except children at play – hopefully deemed a pleasant sound).Hours of
operation are generally 6:00 AM to 6:00 or 6:30 PM, Monday through Friday. New parking lot
and building lighting is proposed to be glare free and energy efficient.
A Phase 1 and Phase 2 Environmental Evaluation has been completed, detecting environmental
groundwater contamination from off-site sources that must be mitigated. New Horizon has
experience with this process and has retained Braun Intertec to provide the Remediation Action
Plan, such plan to include a vapor mitigation plan.
Attachment D
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Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636
BUILDING AND OCCUPANCY
At 15,948 SF, this single-story building is intended to be visually re-purposed to blend with, and
improve, the general characteristics of its commercial neighbors. The actual program breaks
down as follows:
Infants: 3 rooms @ 12 = 36
Transition: 1 room @14 = 14
Toddler: 2 rooms @14 = 28
Toddler: 1 room @ 21 = 21
Preschool: 3 rooms @20= 60
Preschool: 1 room @ 30 = 30
TOTAL CHILD COUNT: 189 + 29 staff
Typical Industry Occupancy Rate 80% (conservative)
TOTAL Planned Population Daily Density: 141
With accessory spaces as follows:
Large Motor Play Space: 1200 SF for use by occupants
Various Storage, Service and Administrative functions
An office for a community social services liaison
A sensory/calming environment (new to New Horizon)
Operationally, on any typical operating day during the school year at New Horizon’s typical
existing centers that are slightly smaller than this center, daily attendance averaged 143 children
(typical school capacity is 172 children, 75% occupancy rate) and 23 staff, including families that
have two children attending. Average for childcare centers generally is a 60% occupancy rate at
any given time. It is important to note that licensed capacity is strictly focused on design
standards for classrooms and play spaces. Rarely are any centers fully occupied. Occupancy
always fluctuates and is rarely over 80% of licensed capacity. Finally, many staff also have their
own children in the program, or also rely on public transportation, ride sharing and other means to
access the site.
A segregated trash enclosure is proposed on the east side of the property, constructed of similar
ribbed rockface concrete block to match the building.
The building will be re-classified as Type V-N construction, I-4 occupancy with a new fire sprinkler
system for the entire building.
ARCHITECTURE
The existing architecture features alternating panels of deep ribbed corduroy concrete block units
alternating with panels of 4’ wide glass. The spandrel above and below the windows is an
exposed aggregate treatment. Overall, the alternating panel treatment is expected to remain,
however we propose to raise several parapet areas comprised of stucco that are symmetrically
placed along the four more-or-less equal facades to break up the stark horizontality of the
building. As there are no parapets presently, this would enable some limited blocking of sight
lines to existing rooftop units. Tow of these stucco parapets would also host a wall sign panel
along the street frontages. Finally, we are proposing adding some concrete stone materials to the
front curved element as well as create a larger covered entry canopy, subsuming the existing,
almost invisible roof covering. The panels would be treated with a New Horizon blue metal
accent stripe.
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Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636
PLAY SPACES
New Horizon Academy is committed to well-designed play-spaces, ones that do not rely solely
upon large motor skill equipment, but also some natural elements that invite a child’s explorative
curiosity in keeping with their mission. The plans call for the three different play areas (infant,
toddler, and preschool). Additionally, the play areas will utilize best practices for safety. The play
areas are all designed well above the licensing standard minimum areas, summarized as follows:
· Infant area: 1020 SF / 12 children = one room per play (crawl) session
· Toddler Area: 36600 SF / 48 children > 63 licensed (limit two rooms max per session)
· Preschool Area: 9,735 SF / 129 children = 129 licensed (likely 1or 2 classrooms per
session)
FENCING, LANDSCAPING AND SCREENING
Each of the three age-segregated play areas are proposed to be fenced with a 6’-0” high black
steel ornamental picket style (no screening or opacity) where fronting a property boundary.
Internal fences separating play spaces from each other are 5’ high (such as between Toddler and
Preschool play-spaces. The south street frontage along 57th Avenue North would have only 18%
of its overall length fenced up to the utility easement line (enclosing the Infant play space). 60%
of the Kentucky Avenue North frontage would be fenced, primarily protecting the discharge
pathway from the toddler classrooms to the toddler play-space on the northwest corner of the lot.
In all but the roughly 54’ exposed to the play area, the fence is setback approximately 16’ from
the property line demarcated by the existing city sidewalk, reduced to 5’ setback for
approximately 40’ at the Toddler play-space. All fence gates would be secured with panic
hardware and pool alarms.
The proposed landscape is an attractive and diverse planting, providing seasonal interest
throughout the year. Plants were selected to match the site conditions, and to meet the city
landscape standards.
Existing and proposed utilities on the west side of the site limit the ability to provide the required
18 deciduous overstory trees along street frontages. To make up for this deficiency, additional
trees have been added throughout the site, for a total of 19 overstory, and 7 understory trees.
There is an electric utility easement along 57th Av., and a drainage and utility easement that runs
the length of the east perimeter. These were noted on the survey, and it needs to be confirmed
whether trees and shrubs can be planted in these areas.
The ash tree that is not impacted by the proposed stormwater management system, appears to
already have Emerald Ash borer damage, and limits the opportunity to treat for prevention. A note
is on the drawing to have an arborist review and confirm.
The landscape will be fully irrigated with a system using water efficient technologies such as
water saving sensors, a flow meter, and dripline in the planting beds.
SIGNAGE
We are proposing to create slightly raised wall sign panel areas on the Kentucky and 57th Street
frontages, symmetrically balanced on the new parapet treatment. In addition, a sign over the new
entrance canopy facing the parking lot is proposed. All signage areas are well below the
allowable areas.
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Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636
We are proposing, at a minimum, to remodel the existing building monument sign, but would like
to explore the option for a pylon type sign at this location.
PARKING
The existing parking lot is primarily the same layout as present, however a bit shortened to
accommodate the preschool play area, and reverting to one curb cut off of 57th. The school “bus”
used by new Horizon is typically a small expanded van. The lot is expected to accommodate 43
parking spaces, including 2 designated handicap stalls.
Children are not dropped off at the sidewalk or parking lot. Every child is brought into the center
by their caregivers. The 10 stalls along the front of the building are typically reserved for this
function, the peak time of which is 7-10 AM and 3:30 – 6:30PM. The time of stall occupancy is
fairly shorty, typically 5-10 minutes maximum.
The City of Crystal does not regulate the quantity of childcare parking stalls. Therefore, we are
proposing our judgment from operating so many centers, as well as a traffic study generated on
our behalf for a typical center (attached for reference), and other data to support our design.
Further, it should be noted that there is on street parking on both Kentucky and 57th Avenue,
though except in tight urban areas, we do not like to rely on on-street parking.
First, the Institute of Traffic Engineers (ITE) Parking Generation Manual has established three
separate calculation metrics:
·a rate of 0.24 spaces per student, Using 0.24 X 189 students = 45 parking stalls, 2 stalls
less than we have planned.
·An average of 2.45 stalls per 1,000 SF = 15,948 gross X 90% = 14,353 SF net/1,000 =
14.3 X 2.45 = 39 stalls
·an average of 1.22 spaces per employee = 29 X 1.22 = 35 stalls
Averaging these three factors yields a parking stall count of 40 stalls, less than the 43 stalls we
are proposing.
Second, New Horizon Academy has commissioned a traffic study of their existing Apple Valley
center, of a similar though slightly smaller size (17more children in Crystal), to provide empirical
evidence of the licensed occupant load calculations and their impact on parking.
Following are the actual peak hour and 14-hpour total traffic trip generation for a typical week at
the existing centers of similar size and design:
-5 -
Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636
The following chart summarizes the density of use of the parking lot from the Apple Valley center
from 5:30 - 7:30: From this study, the maximum number of occupied parking spaces at any
given time was 24, occurring at 8:00 AM during the morning peak.
Further New Horizon Academy has tied the employment at any given time to occupant load
factors and parking demands for employees. Please see attached letter referencing employment
and parking.
Finally, there is plenty of regional justification for a lower standard. Rylaur has designed over 100
childcare centers around the City and country, and offers the following examples of parking
densities for similarly designed and managed facilities in suburban locations:
Though this data is for a smaller capacity center, the data suggests an average of 5.42 occupants
per stall, meaning our 43 stall parking lot could support 233 occupants, well above our planned
capacity.
-6 -
Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636
As you can see from this comparative study, we are right in line with regional evidence and
experience, providing slightly more parking than other codes and traffic standards would allow,
not even counting street parking. Based upon this evidence from three separate source
calculations, we respectfully request the parking determination to properly reflect the proposed
design.
SUMMARY
We respectfully request your approval of the proposed Conditional Use Permit, as we believe this
to be a good fit for the neighborhood and the Crystal community, and is well integrated into the
immediate neighborhood.
Thank you for your consideration. If you have questions, or need additional information, please
advise.
END OF SUMMARY REPORT
Attachments:
New Horizon Traffic Study - Apple Valley, SEH, October 20, 2021
Letter from New Horizon Academy describing employee count and parking experience.
New Horizon Academy • 3405 Annapolis Lane North • Suite 100 • Plymouth, MN 55447 • (763) 557-1111 • Fax: (763) 383-6101 • newhorizonacademy.net
September 21, 2023
Dan Olson City Planner SENT VIA U.S. MAIL
4141 Douglas Dr. N. Crystal, MN 55422
Re: 7000 57th Avenue N., Crystal, MN
Dear Dan,
As requested, this letter confirms that 43 parking stalls as noted on the plans submitted to the City on
September 13th is more than adequate to meet our operational needs.
Our Crystal school will be licensed for 189 children. At 100% occupancy, we would have approximately 29 staff in the school at one time, leaving 14 stalls for parent drop off and pick up. However, it should be noted
that it is extremely rare for a childcare school to be 100% occupied. Rather, the number of parking stalls required by families and staff varies depending on the occupancy level of the school and the schedules of
the families. Generally, the average occupancy level of a childcare school is around 60%. Under this scenario, this school will average about 113 children a day which would require at most 19 staff at any one-
time. In addition, staff schedules stagger throughout the day with the majority of staff arriving between 7:00 a.m. and 10:00 a.m. and leaving between 3:00 p.m. and 6:30 p.m. Drop off and pick up times also stagger
throughout the day depending on the schedules of the families, with peak times typically between 7:00 a.m.and 9:00 a.m. for drop off, and between 3:30 p.m. and 6:00 p.m. for pickup. Most of the families are only
parked for a few minutes during each of these times.
In the extremely rare and virtually implausible case that we would reach 100% capacity, the absolute highest number of staff on-site at any one-time would be 29 staff (which would occur between the hours of
11:00 a.m. and 3:00 p.m. when few parents are dropping off or picking up). Assuming that each staff member would drive their own car and would not ride share, use mass transit, bike, walk or use any other
means to get to and from work, we would not need more than 29 parking stalls. However, this would also be extremely rare. Many staff use alternate transportation methods, and we anticipate that this trend will only continue. In addition, on average, 20% of our families have 2 or more children enrolled in our schools. This also decreases our parking needs.
I hope this addresses any concerns you have on this issue. Please let me know if you have any questions or would like to discuss further. I can be reached via email at jdunkley@nhacademy.net or at 763-383-6282.
Sincerely,
Jill Dunkley General Counsel Executive Vice President
Engineers | Architects | Planners | Scientists
Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507
651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com
SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer
MEMORANDUM
TO: Heidi Pross, Senior Director of Construction & Facilities – New Horizon Academy
John Rosen, Vice President of Real Estate Development – New Horizon Academy
FROM: Erin Jordan, PE (IA, MN, WI)
Leo Johnson, EIT
DATE: October 20, 2021
RE: New Horizon Academy Traffic Study - Apple Valley Facility
SEH No. NHOAC 163219 14.00
BACKGROUND
New Horizon Academy has requested that data be collected at the existing Apple Valley, MN facility
located at 14088 141st St W. This facility has an approximate 10,700 gross floor area (GFA) and a student
capacity of 172. The data would determine trips generated and parking required for a prototypical,
approximately 85% occupied New Horizon Academy Facility. The purpose is to use this study as part of
the approval process for the development of future New Horizon Academy projects and determine a
specific parking generation rate for New Horizon Academy facilities.
This memorandum provides a summary of the trips entering and exiting the daycare during a weekday,
parking lot utilization for buses, parents, and staff, and drop-off/pick-up parking space occupancy times.
On the day of data collection (Tuesday, September 14th, 2021), the facility was operating at approximately
83% occupancy with 143 students and there were 23 staff members in attendance. Based on information
provided by New Horizon Academy, a facility is considered operating at a very high-capacity utilization at
85% occupancy; it is rare to have a facility 100% occupied.
DATA COLLECTION
Trip Generation
On Tuesday, September 14th, 2021, turning movements entering and exiting the daycare were collected
at the west driveway along 141st St W and the south driveway along Upper 141st St W from 5:30 AM to
7:30 PM. The peak hours of activity were found to be from 7:15 AM to 8:15 AM and from 4:30 PM to 5:30
PM.
Table 1 summarizes the entering and exiting trips from the development during the peak hours and the
14-hour total.
Table 1 – Entering and Exiting Volumes (2021)
Time Period Entering Exiting Total
AM (7:15 - 8:15 AM) 61 56 117
PM (4:30 - 5:30 PM) 54 64 118
Daily (14-hr total) 259 259 518
Figure 1 also shows the turning movements into and out of the daycare during the AM and PM peak
hours as well as the 14-hour totals.
The Attachment includes the raw turning movement count data for the 14-hour period.
2021 Existing Conditions
140th St W
Upper 141st St W
141st St W1
2
Project: NHOAC 163219
Figure
1New Horizon Academy, Apple Valley StudyMap by: ljohnsonProjection: NAD 1983 HARN DakotaSource: ESRI
Print Date: 10/4/2021
Apple Valley, MNPath: X:\KO\N\NHOAC\163219\5-final-dsgn\51-drawings\90-GIS\Traffic\Figure 1 - 2021 Existing Conditions.mxdI
Speedway Driveway
141st St1
30 / (32) / [139]2 / (2) / [10]0 / (0) / [1]3 / (4) / [21]43 / (40) / [176]!"$West Driveway=>OP³3 / (1) / [8]
Upper 141st St South Driveway2
1 / (3) / [17]13 / (9) / [52]11 / (21) / [57]11 / (6) / [37]!"$>=>=Intersection ID
Turning MovementsOP
X
!"$Minor Street Stop Control
XX / (XX) / [XX]
AM Peak Hour Volume (7:15 - 8:15 AM)PM Peak Hour Volume (4:30 - 5:30 PM)Daily Volumes
New Horizon Academy Traffic Study
October 20, 2021
Page 3
Parking Lot Occupancy
Parking data was processed every 15 minutes during the peak pick up and drop off hours and every 30
minutes during non-peak periods. Parking data was collected by observing two traffic cameras filming the
parking lot activity. There is a total of 31 parking spaces, including two accessible parking spaces and two
school bus parking spaces.
Figure 2 shows the parking lot occupancy from 5:30 AM to 7:30 PM for buses, staff, and parent activity.
Figure 2 - Parking Lot Occupancy
The maximum parking spaces occupied during the day was 24 spaces, which occurred at 8:00 AM. Once
the PM pick-up period began, the maximum parking spaces occupied was 23 spaces, which occurred at
4:00 PM. These totals include the spaces occupied by school buses and staff and indicate that the
current parking lot provides adequate capacity for the site.
Duration of Parking Space Occupancy
The amount of time vehicles were parked during the AM peak (drop-off) and PM peak (pick-up) times was
measured from when the vehicle came to a stop in a parking space until the vehicle began exiting the
parking space. Parking times were collected from video of the parking spaces in the northeast section of
the parking lot between the daycare entrance and the daycare bus parking area, which was observed to
have the highest pick-up/drop-off activity in the parking lot. The west and southeast portions of the
parking lot were found to be used primarily by employees who parked for the day.
0
5
10
15
20
25
30
35
5:30 AM6:00 AM6:30 AM7:00 AM7:30 AM8:00 AM8:30 AM9:00 AM9:30 AM10:00 AM10:30 AM11:00 AM11:30 AM12:00 PM12:30 PM1:00 PM1:30 PM2:00 PM2:30 PM3:00 PM3:30 PM4:00 PM4:30 PM5:00 PM5:30 PM6:00 PM6:30 PM7:00 PM7:30 PMOccupied Parking SpacesTime
Buses Staff Parents
Total Available Parking Spaces (31)
New Horizon Academy Traffic Study
October 20, 2021
Page 4
AM Peak Hour (Drop-off)
·The average occupancy time was for 4
minutes 28 seconds
·The median time was 5 minutes 59
seconds
·The fastest a parent occupied a space
was for 1 minutes 15 seconds
·The slowest a parent occupied a space
was for 7 minutes 40 seconds
PM Peak Hour (Pick-up)
·The average parent occupied a parking
space for 6 minutes 10 seconds
·The median time was 3 minutes 56 seconds
·The fastest a parent occupied a space was
for 1 minutes 43 seconds
·The slowest a parent occupied a space was
for 11 minutes 37 seconds
Between the two peak hours, the average time a parent occupied a parking stall was 5 minutes and 19
seconds and the average median time was 4 minutes and 58 seconds.
Table 2 shows the drop-off and pick-up parking space occupancy data.
Table 2 – Duration of Parking Space Occupancy
Count
Drop-Off Parking
Space Occupancy
Time
Pick-Up Parking
Space Occupancy
Time
1 0:07:03 0:07:12
2 0:06:17 0:03:32
3 0:03:39 0:11:37
4 0:02:54 0:05:55
5 0:03:17 0:06:02
6 0:05:52 0:06:17
7 0:06:38 0:09:41
8 0:03:29 0:05:59
9 0:03:30 0:03:21
10 0:02:55 0:07:53
11 0:05:29 0:05:08
12 0:03:01 0:04:21
13 0:03:45 0:11:04
14 0:03:49 0:07:58
15 0:05:05 0:04:00
16 0:05:17 0:06:43
17 0:07:40 0:07:47
18 0:03:47 0:08:28
19 0:04:04 0:04:04
20 0:06:22 0:05:13
21 0:02:29 0:03:38
22 0:07:32 0:04:17
23 0:07:06 0:01:43
24 0:02:47
25 0:02:58
26 0:05:44
27 0:03:14
28 0:01:15
29 0:03:34
30 0:03:56
31 0:04:17
32 0:04:38
33 0:04:13
New Horizon Academy Traffic Study
October 20, 2021
Page 5
PARKING GENERATION
ITE Parking Generation Manual, 5th Edition
The Institute of Transportation Engineers (ITE) conducts parking demand research and routinely
publishes the findings and data in its Parking Generation Manual. This manual is one of the most used
and accepted tools among traffic engineers to estimate parking demand for land uses. The ITE Parking
Generation Manual, 5th Edition includes data for a Day Care Center and parking generation rates based
on size of the facility, number of employees, and number of students. Table 3 summarizes the estimated
parking generation using the ITE rates, assuming a 100% occupied Apple Valley facility with 27
employees and 172 students as a conservative approach.
Table 3 – ITE Parking Generation Manual, 5th Edition
Day Care Center – 100% Occupied
Units (X) 1,000 SF GFA Employees Students
Quantity 10.7 27 172
Rate (Stalls per X) 2.45 1.22 0.24
Parking Generation 26 33 41
New Horizon Academy Parking Generation
The data collected at this New Horizon Academy facility revealed the parking demand specific to New
Horizon Academy facilities. Mirroring the units provided in the ITE Parking Generation Manual, three
parking generation rates were calculated based on the maximum parking occupancy (24), the size of the
facility (10,700 SF), and number of employees (23) and students in attendance (143) on the day of
observation.
Rates were calculated using the following equations:
1,000 SF GFA Rate
÷ 1,000 =
24 ÷
10,700
1,000 = !.!# 1,000
Employees Rate
÷ $% & % ’ () =
24 ÷ 23 % = +.,# %
Students Rate
÷ & % ’ () =24 ÷ 143 = ,.+-
Table 4 summarizes the New Horizon Academy specific parking generation using the calculated rates,
assuming a 100% occupied facility with 27 employees and 172 students as a conservative approach.
Table 4 – New Horizon Academy Parking Generation
New Horizon Academy – 100% Occupied
Units (X) 1,000 SF GFA Employees Students
Quantity 10.7 27 172
Rate (Stalls per X) 2.24 1.04 0.17
Parking Generation 24 28 29
As shown in Tables 3 and 4, the ITE parking generations are comparable to the New Horizon Academy
parking generations, with the ITE parking generation showing slightly higher demand. ITE best practices
and engineering judgment recommends utilizing site-specific data whenever possible to determine
parking generation for similar land uses to achieve the most appropriate designs.
New Horizon Academy Traffic Study
October 20, 2021
Page 6
Using the New Horizon Academy parking generation rates, the recommended number of parking stalls
recommended for a New Horizon Academy facility should be based on the maximum parking generation
among the three units and for 100% occupancy. For example, the facility in Apple Valley requires a
maximum of 29 parking stalls when the site is at 100% student capacity, which is accommodated with the
available 31 parking stalls.
It is recommended that planning efforts use the New Horizon Academy specific parking generation rates
determined in this memo (see Table 4) to help define the number of parking stalls required for maximum
capacity at future facilities.
Attachments:
·Turning Movement Counts
c: Scott Blank, AIA-SEH
x:\ko\n\nhoac\163219\8-planning\87-rpt-stud\final new horizon academy traffic study - apple valley facility memo_101521.docx
Attachment - Turning Movement Counts
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
5:30 1 000000000000000 1
5:45 0000000000000000 0
6:00 1 000001 0000001 00 3
6:15 5 000002 000000000 7
6:30 3 000001 0001 00000 5
6:45 5 0000150001 001 00 13
7:00 8 000004 0001 00000 13
7:15 9 000007 0001 001 00 18
7:30 11 000019000000000 21
7:45 11 0000150002 00000 19
8:00 12 000009 0000002 00 23
8:15 7 0000150001 00000 14
8:30 3 000114000000000 9
8:45 2 000003 000000000 5
9:00 5 000002 000000000 7
9:15 4 0000031001 00000 8
9:30 0000001 0001 00000 2
9:45 1 000001 000000000 2
10:00 0000001 0000001 00 2
10:15 0000000000000000 0
10:30 0000000000000000 0
10:45 0000000000000000 0
11:00 1 000000000000000 1
11:15 0000001 0001 00000 2
11:30 0000011000000000 2
11:45 000001 0000000000 1
12:00 2 000001 000000000 3
12:15 1 000000000000000 1
12:30 0000002 0001 00000 3
12:45 0000001 000000000 1
13:00 0000001 000000000 1
13:15 00000000000001 00 1
13:30 0000000000000000 0
13:45 0000001 000000000 1
14:00 1 000000000000000 1
14:15 0000000000000000 0
14:30 1 000000000000000 1
14:45 0000001 000000000 1
15:00 00000000001 00000 1
15:15 3 000003 000000000 6
15:30 0000002 000000000 2
15:45 8 000001 0001 00000 10
16:00 5 000008 0002 00000 15
16:15 11 0000150001 00000 18
16:30 10 0000170000001 00 19
16:45 12 0000010 0001 00000 23
17:00 8 0000011 0001 00000 20
17:15 10 0000140002 00000 17
17:30 7 000005 000000000 12
17:45 7 000008 0001 00000 16
18:00 1 000002 000000000 3
18:15 0000001 000000000 1
18:30 0000000000000000 0
18:45 0000000000000000 0
19:00 0000000000000000 0
19:15 0000000000000000 0
Total1760001101391002100800 354
Cars+172000191350002000800 345
Trucks4000014100100000 10
2.3 0.0 0.0 0.0 0.0 10.0 2.9 100.0 0.0 0.0 4.8 0.0 0.0 0.0 0.0 0.0% Trucks
New Horizon Apple Valley West Driveway
9/14/2021
LJ
TURNING MOVEMENT COUNT DATA
141st St West Driveway 141st St Speedway Driveway
Southbound Westbound Northbound Eastbound
All Vehicles
2.82.3 3.3 4.8 0.0
Location:
Count Date:
Counted By:
Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total
5:30 0000000000001 000 1
5:45 0000000000000000 0
6:00 001 0000000000000 1
6:15 1 0 1 0001 000001 000 4
6:30 0000001 000001 000 2
6:45 1 0 2 0001 000003 000 7
7:00 3 0 2 0002 000002 000 9
7:15 2 0 3 0000000003 000 8
7:30 3 0 4 0000000002 000 9
7:45 3 0 1 0001 000004 000 9
8:00 3 0 5 0000000002 000 10
8:15 1 0 2 0000000001 000 4
8:30 002 0001 000001 000 4
8:45 001 0001 000000000 2
9:00 3 000000000000000 3
9:15 0000000000000000 0
9:30 0000000000000000 0
9:45 002 0000000000000 2
10:00 0000000000000000 0
10:15 0000000000000000 0
10:30 0000000000000000 0
10:45 0000000000000000 0
11:00 0000000000000000 0
11:15 0000000000000000 0
11:30 0000000000001 000 1
11:45 0000000000000000 0
12:00 0000000000000000 0
12:15 1 000001 000000000 2
12:30 0000000000000000 0
12:45 0000000000001 000 1
13:00 0000000000000000 0
13:15 002 0000000000000 2
13:30 0000000000000000 0
13:45 1 000000000000000 1
14:00 0000000000000000 0
14:15 0000000000001 000 1
14:30 002 0001 000000000 3
14:45 0000001 000000000 1
15:00 1 0 1 0000000001 000 3
15:15 001 0000000000000 1
15:30 0000000000000000 0
15:45 001 0001 000001 000 3
16:00 1 0 3 0000000004 000 8
16:15 2 0 4 0000000000000 6
16:30 4 0 3 0000000001 000 8
16:45 4 0 3 0001 000003 000 11
17:00 4 0 1 0002 000001 000 8
17:15 9 0 2 0000000001 000 12
17:30 5 0 1 0002 000001 000 9
17:45 5 0 1 0000000000000 6
18:00 001 0000000000000 1
18:15 0000000000000000 0
18:30 0000000000000000 0
18:45 0000000000000000 0
19:00 0000000000000000 0
19:15 0000000000000000 0
Total57052000170000037000 162
Cars+54052000160000035000 157
Trucks3000001000002000 6
5.3 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0 0.0% Trucks
New Horizon Apple Valley South Driveway
9/14/2021
LJ
TURNING MOVEMENT COUNT DATA
South Driveway Upper 141st St 0 Upper 141st St
Southbound Westbound Northbound Eastbound
All Vehicles
3.72.8 5.9 0.0 5.4
7000
N E W H O R I Z O N
A C A D E M Y
N E W H O R I Z O N
A C A D E M Y
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT INFORMATION:
Sheet No
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
09.12.2023
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2023 RYLAUR, LLCC
G000
COVER SHEET
NEW HORIZON ACADEMY
7000 57th AVENUE NORTH
CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N.
PLYMOUTH, MN 55447
7000 57th AVENUE N.
CRYSTAL, MN 55428
SHEET INDEX
G000
Architectural Sheets
CONSULTANT INDEX
CODE SUMMARY
THIS SUMMARY BASED ON:2020 MN STATE BUILDING CODE
USE GROUP CLASSIFICATIONS:GROUP I-4 (MSBC 308.6)
PER MN RULES 1305.0308 (308.5)
WHEN GREATER THAN 5 CHILDREN (I-4)
CONSTRUCTION TYPE (SECTION 602.5):TYPE VB SPRINKLERED
ALLOWABLE NUMBER OF STORIES 1 + 1 per MSBC 504.2
ACTUAL NUMBER OF STORIES:1 Story
LOCATION OF THIS SPACE At Grade
ACTUAL BUILDING AREA:
OCCUPANCY SEPARATION (TABLE 508.4):NONE
FIRE RESISTANCE RATING (TABLE 601):
TOTAL BUILDING OCCUPANT LOAD BASED ON IBC
ROOM NAME & NUMBER (1)NET SQ. FT.
AREA (2)(3)FACTOR (3)CHILDREN
TOTAL
STAFF
TOTAL (4)
446 1/35 12 3
447 1/35 12 3
639 1/35 14 2
313 1/200 --
(1)PER MN RULES 9503.0005 DEFINITIONS AND 9503.0040 SUBP. 4(A):
- INFANT: 6 WEEKS TO 18 MONTHS
- TODDLER: 16 MONTHS TO 35 MONTHS
-PRESCHOOL: 31 MONTHS TO KINDERGARTEN
TOTAL LICSENCING OCCUPANT LOAD 8,404 SF 189 29
854 1/35 21 3
(2)EXCLUDES CRIB ROOMS, TOILET ROOMS, STORAGE ROOMS, STAFF
SPACES, AND NET OF CABINETS AND FIXTURES IN ACCORDANCE
(3)LOAD FACTOR PER IBC TABLE 1004.1.2 IS BASED ON NET AREA OF
INDOOR SPACE PER CHILD IN ACCORDANCE WITH MN RULE
(4)PER MN RULES 9503.0040, SUBP. 1:
- STAFF/CHILD RATIOS ARE AS FOLLOWS:
- INFANT: 1:4 PER 8 CHILDREN GROUP SIZE
- TODDLER: 1:7 PER 10 CHILDREN GROUP SIZE
(5)OFFICES & KITCHEN GROSS AREA PER IBC TABLE 1004.1.2.
OTHER REQUIREMENTS:
PER IBC TABLE 803.13 IN SPRINKLERED BUILDINGS EXIT WAYS & CHILDREN'S ROOM TO HAVE CLASS B FINISHES. (I-4)
PER IBC TABLE 1017.2 IN SPRINKLERED BUILDINGS, TRAVEL DISTANCE FROM ANY
ROOM LOCATION SHALL BE MAXIMUM 200 FEET FOR OCCUPANCY TYPE I-4.
PER CHAPTER 9, FIRE ALARM SYSTEM REQUIRED AND PROVIDED.
INFANT 1
INFANT 2
TODDLER TRANSITION
TODDLER 1
TODDLER 3
KITCHEN (5)
ALLOWABLE AREA (TBL 503 & 506.3 Increase)
638 1/35 14 2
103 1/150
-
1RECEPTION (5)
27,000 SF
PROPOSED OCCUPANT LOAD ANNALYSIS
OCCUPANT LOAD & CODE ANALYSIS FOOTNOTES:
Client
FIRE RESISTANCE RATING (TABLE 602):
NONE
NONE
& PREP ROOMS BASED ON SAME OCCUPANCY USING THESE SUPPORTING
WITH MN RULE 9503.0155 SUBP. 9.
9503.0155 SUBP. 9, PLUS REQUIRED STAFF PER AGE GROUP.
15
15
16
1 (not FTE)
219 Licensed
Occupants
24
16
1 (Receptionist)
OPERATIONAL
OCC. LOAD (6)
COVER SHEET
518 1/35 12 3INFANT 3 15
(6)TABULATION OF OCCUPANTS BASED ON ACTUAL OPERATIONAL
STAFF EMPLOYEES AND CHILDREN. THIS RESULTS IS THE LICENSING
CAPACITY FOR THE CENTER AND USED TO DETERMINE PARKING
(7)TABULATION OF OCCUPANTS BASED ON IBC TABLE 1004.5
THESE RESULTS USED FOR PURPOSES OF LIFE SAFETY & EXITING
TOTAL MSBC EXITING OCCUPANT LOAD:
SEE SHEET LSP1 & LSP2 FOR EXITING REQUIRMENTS
NEW HORIZON ACADEMY
HEIDI PROSS
3405 ANNAPOLIS LANE NORTH
SUITE 100
PLYMOUTH, MN 55447
P: 763-383-6216
Email: hpross@nhacademy.net
GRADING PLAN
UTILITY PLAN
SITE PLAN
1178 SF 1/35 34
As shown on Life Safety Plan = 148 Occupants
Architect
RYLAUR, LLC
A. PETER HILGER, AIA
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612-868-3636
Email: philger@rylaur.com
663 1/35 14 2TODDLER 2 16
138 1/150 1DIRECTOR OFFICE (5)1 (Director )
LARGE MOTOR GYM "LMR" (Accessory)
-
-
REMOVALS PLAN
- PRESCHOOL: 1:10 PER 18 CHILDREN GROUP SIZE
CIVIL DETAILS
V1.0 TITLE SURVEY
TITLE SHEET
Landscape Design
SIMONET DESIGN
CARMEN SIMONET, PLA
P: 651-695-0273
Email: carmen@simonetdesign.com
Civil Engineer
CIVIL SITE GROUP
DAVID KNAEBLE
5000 GLENWOOD AVENUE
GOLDEN VALLEY, MN 55422
P: 763-234-7523
Email: dknaeble@civilsitegroup.com
SWPPP - EXISTING CONDITIONS
15,950 SF
241 net 1/15 -CONFEREMCE R, (5)--PARKING SUMMARY
ZONING REQUIREMENT FOR DAYCARE FACILITY = Refer to Parking Analysis Report
NUMBER OF STAFF = 29 OCCUPANTS
NUMBER OF CHILDREN = 189 OCCUPANTS
NUMBER OF PARKING STALLS = 43 STALLS PROVIDED
BICYCLE PARKING SPOTS PROVIDED ON SITE
Site Lighting
STEEN ENGINEERING, INC.
JOHN ALSETH
P: 763-235-4796
Email: johna@steeneng.com
C0.1
C1.0
C2.0
C3.0
C4.0
C5.0
C5.1
C5.2
SW1.0
SW1.1
SW1.2
SW1.3
E0.1 SITE PHOTOMETRIC CALCS
SITE PLAN
LANDSCAPE DETAILS & NOTES
FLOOR PLAN
DEMO PLAN
LANDSCAPE PLAN
FLOOR PLAN
ROOF PLAN
BUILDING SECTION
L1
L2
A001
A101
D101
A101
A120
A201
Civil Sheets
CIVIL DETAILS
CIVIL DETAILS
SWPPP - PROPOSED CONDITIONS
SWPPP - DETAILS
SWPPP - NARRATIVE
Site Lighting Sheet
Landscape Sheets
Architectural Sheets
BUILDING SECTION w/SIGHTLINE STUDYA301
CITY RE-SUBMITTAL 9.26.23
755 1/35 20 2PRESCHOOL 1 22
754 1/35 20 2PRESCHOOL 2 22
751 1/35 20 2PRESCHOOL 3 22
1171 1/35 30 3PRESCHOOL 4 33
E0.2 SITE PHOTOMETRIC LIGHTING SHEETS
City Review Comments 09.26.23
LICENSING OPERATIONAL STAFF = 29 EMPLOYEES & (1) KITCHEN EMPLOYEE, Not Full Time (not FTE)
MNSBC LIFE SAFETY EXITING STAFF = 30 EMPLOYEES
Attachment E
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C0.0TITLE SHEETNEW HORIZON ACADEMYCRYSTAL, MINNESOTAISSUED FOR: CITY REVIEW COMMENTSKnow what'sbelow.before you dig.CallRALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.SHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETC0.1PROJECT NOTESC1.0REMOVALS PLANC2.0SITE PLANC3.0GRADING PLANC4.0UTILITY PLANC5.0CIVIL DETAILSC5.1CIVIL DETAILSC5.2CIVIL DETAILSSW1.0SWPPP - EXISTING CONDITIONSSW1.1SWPPP - PROPOSED CONDITIONSSW1.2SWPPP - DETAILSSW1.3SWPPP - NARRATIVEPROJECT CONTACTSNAME & ADDRESSCONTACTCIVIL ENGINEERCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422DAVE KNAEBLE612-615-0060DKNAEBLE@CIVILSITEGROUP.COMLANDSCAPE ARCHITECTCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422PATRICK SARVER612-615-0060PSARVER@CIVILSITEGROUP.COMPROPERTY OWNERARCHITECTRYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127A. PETER HILGER612-868-3636PHILGER@RYLAUR.COMSURVEYORCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422RORY SYNSTELIEN612-615-0060RORY@CIVILSITEGROUP.COMGEOTECHNICALENGINEERBRAUN INTERTEC11001 HAMPSHIRE AVE SMINNEAPOLIS, MN 55348JUSTIN P. MICHAEL952-995-2000JMICHAEL@BRAUNINTERTEC.COMREVISION SUMMARYDATEDESCRIPTIONNEW HORIZON ACADEMY3405 ANNAPOLIS LANE N, SUITE 100PLYMOUTH, MN 55447HEIDI PROSS763-383-6216HPROSS@NHACADEMY.NETSITE LOCATIONSITE LOCATION MAPN
8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH
Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420056Address: 5717 West BroadwayOwner: Amerco Real Estate CompanyPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotBituminous Parking LotAccess
AccessOverhang11135553211023Concrete SidewalkConcrete SidewalkConcrete Sidewalk Concrete WalkwayConcrete Walkway
129.6
81.632.66.6
34.78.0 129.6112.913.7Chain Link FenceChain Link FenceMonument SignLandscapingLandscapingBituminous Parking LotBituminous DriveLandscaping
S89°40'55"E 261.50S00°17'05"W 101.00
S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80
[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764
[14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W)
JERSEY
AVENUE
NORTH DESCRIPTION OF PROPERTY SURVEYEDLot 1, Block 1, Kubinski and Palmer Addition.Hennepin County, MinnesotaAbstract PropertyGENERAL SURVEY NOTES1.Bearings are based on the Hennepin County Coordinate System (1986 Adjustment).2.Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the north side of 57th Avenue North,approximately 10 feet southwest of the southeast corner of the subject property, as shown hereon. Elevation = 873.763.We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plansobtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information todevelop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately,completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also,please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property.ALTA/NSPS LAND TITLE SURVEY NOTES(numbered per Table A)1.Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon.2.Site Address: 7000 57th Avenue North, Crystal, Minnesota 55428.3.This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community PanelNo. 27053C0211F, effective date of November 4, 2016.4.The Gross land area is 59,804 +/- square feet or 1.373 +/- acres.7.(a) Exterior dimensions of buildings at ground level as shown hereon.8.Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability tovisibly observed all site features located on the subject property.9.The number of striped parking stalls on this site are as follows: 75 Regular + 3 Handicap = 78 Total Parking Stalls.13.The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County InteractiveProperty Map.SURVEY REPORT1.This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Commercial Partners Title, a division of Fidelity NationalTitle Insurance Company, as agent for Fidelity National Title Insurance Company, File No. CP72024, dated April 14, 2023. We note the following withregards to Schedule B II Exceptions of the herein referenced Title Commitment:a. Item no.'s 1-12 are not survey related.b. The following are numbered per the referenced Title Commitment:[13]. Terms and conditions of easement for electric transmission line purposes, in favor of Northern States Power Company, as set forth in instrument dated November 19, 1952, filed March 20, 1953, as Document No. 2802870. Easement is located along the south 5 feetof the subject property, as shown hereon.[14]. Rights and easements in favor of the City of Crystal, acquired in Condemnation, as evidenced by Final Certificate dated December 10, 1973,filed December 17, 1973, as Document No. 4059764. Document provides for a street easement and slope easements over parts ofthe underlying Lot 26, Auditor's Subdivision No. 226. The street easement has been since dedicated per the plat of Kubinskiand Palmer Addition and does not appear to affect the subject property. The slope easements lie over a portion of the easterly3 feet and the southerly 4 feet of the subject property, as shown hereon.[15]. Drainage and Utility easements as shown on the recorded plats of Spilane Addition and Kubinski and Palmer Addition. Easements are located along the east 5 feet of the subject property, as shown hereon.ALTA CERTIFICATIONTo: Weinberg Family Limited Partnership, a Minnesota limited partnership; New Horizon Child Care, Inc., a Minnesota corporation; Commercial Partners Title, adivision of Fidelity National Title Insurance Company; and Fidelity National Title Insurance Company:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements forALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, and 13 of Table A thereof.The fieldwork was completed on 6-16-2023.Dated this 26th day of July, 2023.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comVICINITY MAP7000 57th Avenue North
Crystal, Hennepin County, Minnesota 55428
14 Pheasant Lane, North Oaks, Minnesota 55127
Rylaur, LLC
PROJECTPROJECT NO.: 23128.00COPYRIGHT 2023 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.0ALTA/NSPS LANDTITLE SURVEY............N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.7-26-2023NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDH/HSDSCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCELINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEWOODEN FENCELINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSBSOIL BORINGLIGHT POLEACCESS RESTRICTION40102001020SCALE IN FEET
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C0.1PROJECT NOTESKnow what'sbelow.before you dig.CallRREVISION SUMMARYDATEDESCRIPTIONOPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).CITY OF CRYSTAL SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC SITE NOTES.REMOVAL NOTES:CITY OF CRYSTAL REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITIONAND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTORSHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK.11.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.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.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.14.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.15.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.16.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.17.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.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FORCONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.SITE LAYOUT NOTES:1.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.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TOBEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING ANDPROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS.CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANYREVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONALADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TOTHE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TOINSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION,INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORTPRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONSOF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVEPRIOR TO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, ANDWALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FORREVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OFCONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BEAS SHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEWAND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALLPREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THEFOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDINGPADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TOREJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREASIN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTERPERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALLOTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED ORREQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS ANDDIMENSIONS PRIOR TO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTEDOTHERWISE.16.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETSFOR PAVEMENT SECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH ACONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.19.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN.CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELDCONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANYCURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES.CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THISPROCEDURE IS NOT FOLLOWED.GENERAL GRADING NOTES:CITY OF CRYSTAL GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSSCHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS.THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATIONOF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL,STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THEREQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'SSOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTSAND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLICRIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FORAQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.7.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTIONDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.8.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.9.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSSSLOPE, UNLESS OTHERWISE NOTED.10.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUMSLOPES IN MAINTAINED AREAS IS 4:1.11.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' INHEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGNDRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THEDURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPEARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.13.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOILMATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THESITE.14.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREASDESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THESITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS,ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BEESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TOA MINIMUM DEPTH OF 6 INCHES.15.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITSOF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHINSPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARESHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BEPROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREASTHAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECTGRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.16.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/ORPARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSSWEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BECOMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICHSECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BECOMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCURWITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.17.TOLERANCES17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOTABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORETHAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHEREMEASUREMENT IS MADE.17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THEREQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.18.MAINTENANCE18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREAFREE OF TRASH AND DEBRIS.18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TOSPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD,ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONSOR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIREDDENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL UTILITY NOTES:CITY OF CRYSTAL UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OFDISCREPANCIES OR VARIATIONS FROM THE PLANS.4.UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION"AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM),AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USEDOR PLACED AT THE DIRECTION OF THE OWNER.6.ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151,ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7.ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTMD3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESSOTHERWISE NOTED.8.ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTMD3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE ORTO END OF FLARED END SECTION.10.UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINALCONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL ANDMECHANICAL PLANS.11.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PERDETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPEDELEVATIONS.12.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAINA MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWERLINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.13.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.14.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITHCITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.15.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.16.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THEMECHANICAL DRAWINGS.17.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OFUTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.18.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BESAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD)AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE,BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETSSHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.19.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSEDGRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BECOMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEETOWNERS REQUIREMENTS FOR TRAFFIC LOADING.20.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.21.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.22.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BEUSED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS,OR OTHER STRUCTURES.23.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OFTHE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCEWITH MN RULES, CHAPTER 4714, SECTION 1109.0.DLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE ORCONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHEREPOSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ONPOSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS1
8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotBituminous Parking LotAccess
AccessOverhang11135553211023Concrete SidewalkConcrete SidewalkConcrete Sidewalk Concrete WalkwayConcrete Walkway
129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignLandscapingLandscapingBituminous Parking LotBituminous DriveLandscaping S89°40'55"E 261.50S00°17'05"W 101.00
S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80
[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764
[14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W)
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NORTH CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSREMOVE EXISTINGCURB AND GUTTER,TYP.EXISTING SIDEWALK TOREMAIN, PROTECTDURING CONSTRUCTIONREMOVE EXISTING PAVEMENTAND BASE MATERIAL, TYP.SAWCUTFULL DEPTHREMOVEEXISTINGCURB ANDGUTTER,TYP.PROTECTEXISTINGSIDEWALKSAWCUTFULL DEPTHPROTECTEXISTINGSIDEWALKEXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.BITUMINOUS MILL& OVERLAY, TYP.EXISTING STORM SEWERSTRUCTURE TO REMAIN,PROTECT DURINGCONSTUCTIONREMOVE EXISTINGSTORM STRUCTURECONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATIONOF UTILITIES. UPON COMPLETIONOF UTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALEXISTING UTILITYTRANSFORMER ANDCONC. PAD, PROTECTDURING CONSTRUCTIONREMOVE EXISTINGLANDSCAPING SHRUBS,BUSHES, AND ROCKMATERIAL, TYP.EXISTING MONUMENT SIGNTO REMAIN, PROTECTDURING CONSTRUCTIONABANDON WATER SERVICEPER CITY STANDARDSCONTRACTOR SHALL DIGINTO THE STREET AND SHUTTHE SERVICE OFF AT THECORP. AT THE WATERMAIN.REMOVE EXISTING TREESAND ROOT BALLS, TYP.REMOVE EXISTINGTREES AND ROOTBALLS, TYP.REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASEMATERIAL, INCLUDING BIT., CONC., ANDGRAVEL PVMTS.BITUMINOUS MILL AND OVERLAY.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C1.0REMOVALS PLANKnow what'sbelow.before you dig.CallRREMOVE CURB AND GUTTER. IF INRIGHT-OF-WAY, COORDINATE WITH LOCALGOVERNING UNIT.SEE SHEET C0.1 FOR GENERALREMOVAL NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONPROPERTY LINEREMOVAL OF TREES ANDVEGETATION INCLUDING STUMPSAND ROOT SYSTEMS01" = 20'-0"20'-0"10'-0"NOWNER INFORMATIONNEW HORIZON ACADEMY3405 ANNAPOLIS LANE N, SUITE 100PLYMOUTH, MN 55447HEIDI PROSS763-383-6216HPROSS@NHACADEMY.NETTREE REMOVALSSPECIES / DBHLOCATIONREMOVAL REASONASH / 24"WEST OF BUILDING, ALONGKENTUCKY AVE NUNDERGROUND STORM SEWERCONSTRUCTION, GRADINGASH / 20"SW OF BUILDING, ALONGKENTUCKY AVE NUNDERGROUND STORM SEWERCONSTRUCTION, GRADINGASH / 26"SW OF BUILDING, ALONG 57THAVE NUNDERGROUND STORM SEWERCONSTRUCTION, GRADINGASH / 26"SOUTH OF BUILDING, ALONG 57THAVE NGRADING, PLAYGROUND WITH SECURITYFENCEASH / 26"SE OF BUILDING, ALONG 57TH AVENCERTIFIED ARBORIST TO REVIEW ANDCONFIRM THAT EX. ASH TREE HAS EMERALDASH BORER, AND NEEDS TO BE REMOVED.LOCUST / 17"SE OF BUILDING, AT PARKING LOTGRADINGPINE / 30"EAST OF PARKING LOTGRADINGASH / 24"NE OF PARKING LOTCERTIFIED ARBORIST TO REVIEW ANDCONFIRM THAT EX. ASH TREE HAS EMERALDASH BORER, AND NEEDS TO BE REMOVED.
8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotAccess
AccessOverhangConcrete SidewalkConcrete SidewalkConcrete Sidewalk129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignBituminous Parking LotBituminous DriveS89°40'55"E 261.50S00°17'05"W 101.00
S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80
[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764
[14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W)
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NORTH OverhSewer LiftStationLAUNDRY108 sfTODDLER TRANSITION638 sf14 Children @ 1:7= 2 Staff638 COT16 sfTODDLER #1639 sf14 Children @ 1:7= 2 Staff639 TODDLER #2663 sf14 Children @ 1:7= 2 Staff663 TODDLER #3854 sf21 Children @ 1:7= 3 Staff854INFANT #3518 sf12 Children @ 1:4= 3 Staff518 CRIB RM12 CribsCRIB RM12 Cribs INFANT #2447 sf12 Children @ 1:4= 3 Staff447 INFANT #1446 sf12 Children @ 1:4= 3 Staff446 LARGE MOTOR ROOM117834 Children1178 PRESCHOOL #1755 sf20 Children @ 1:10= 2 Staff 755PRESCHOOL #2754 sf20 Children @ 1:10= 2 Staff 752PRESCHOOL #3751 sf20 Children @ 1:10= 2 Staff 753PRESCHOOL #41171 sf30 Children @ 1:10= 3 Staff1171SPECIALNEEDS OFFICE285 sf@ 1:150 = 2 Staff COT21 sfCOT16 sfCOT16 sfCRIB RM12 Cribs SIGN IN KITCHEN313 sf313SPRINKLER RM102 sfTOT 2 TLT47 sf TOT 3 TLT93 sfHC TOT TRANS TLT47 sf HC TOT 1 TLT47 sfSTORAGE94 sfHALL D173 sfLOBBY570 sfRECEPTION103 sfVESTIBULE50 sf OFFICE138 sfHALL A420 sf MECHANICAL RM264 sfADULTHC UNISEX51 sf ADULTUNISEX44 sf HALL B450 sfHALL C373 sfPRE 4 TLT31 sfHC PRE 4 TLT31 sfCOTS21 sf CONF RM1171 sf241 sf net @ 1:15= 16 seats STAFF RM232 sfJANITOR35 sfHC PRE 3 TLT43 sfPRE 3 TLT31 sf COTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sf COTS16 sf REARVESTIBULE30 sf
NO
PARKING 8.018.05.7
9.0
TYP.FULL BIT. PVMT.RECONSTRUCT,TYP, SEE FINALGEOTECH FORTHICKNESSTRASHENCLOSURE,SEE ARCH'LPLANS FORDETAILSPVMT. STRIPING,TYP.MATCH EXISTINGSIDEWALK, TYP.MATCH EXISTING CURBAND GUTTER PER CITYSTANDARDS, TYP.CONTRACTOR IS RESPONSIBLE TO INSTALLANY SIDEWALK AND CURBING PER DESIGNPLAN. CONTRACTOR TO VERIFY ALL CURBSAND SIDEWALKS WILL DRAIN PROPERLY INFIELD CONDITIONS. CONTRACTOR MUSTCONTACT THE CIVIL ENGINEER 24-HOURSPRIOR TO ANY CURB AND/OR SIDEWALKINSTALLATION TO REVIEW AND INSPECT CURBSTAKES. CONTRACTOR IS RESPONSIBLE FORANY CURB OR SIDEWALK REPLACEMENT IFTHIS PROCEDURE IS NOT FOLLOWED.18.026.09.0TYP.28.018.0
TYP.25.8 18.0
TYP.
18.0
TYP.24.1 18.0 72.3
9.013.79.09.0
TYP.BITUMINOUS MILL& OVERLAY5.0MATCH EXISTINGSIDEWALK, TYP.CONCRETEPAVEMENTMATCH EXISTINGSIDEWALK, TYP.MONOLITHICCURB, TYP.THICKENED EDGECONC. WALK, TYP.ACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPS,SEE DETAILSMATCH EXISTINGCURB, TYP.MATCH EXISTINGCURB, TYP.9.0TYP.18.028.0 29.3 9.0TYP.9.0TYP.5.07.0 35.9 5.3 TOT LOT, SEE ARCH'LPLANS FOR DETAILS10.0 27.8 5.0 5.45.093.17.93.65.06.26.0CONC. WALK, TYPCONC. WALK, TYPTODDLER PLAY YARD W/FALLZONE MATERIAL, SEEARCH'L PLANS FOR DETAILSPRESCHOOL PLAY YARD W/FALLZONE MATERIAL, SEEARCH'L PLANS FOR DETAILSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSSECURITY YARD FENCE, SEEARCH'L PLANS FOR DETAILS,TYP.PATCH SIDEWALK/PEDRAMP SECTION IN-KINDPER CITY STANDARDSSECURITY YARD FENCE, SEEARCH'L PLANS FOR DETAILS,TYP.MATCH EXISTINGSIDEWALK PER CITYSTANDARDS, TYP.Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANBITUMINOUS PAVEMENT (IF APPLICABLE). SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & WEAR COURSE DEPTH, SEE DETAIL.BITUMINOUS MILL & OVERLAYCONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLANSEE SHEET C0.1 FOR GENERALSITE NOTESKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"NOWNER INFORMATIONNEW HORIZON ACADEMY3405 ANNAPOLIS LANE N, SUITE 100PLYMOUTH, MN 55447HEIDI PROSS763-383-6216HPROSS@NHACADEMY.NETFALLZONE MATERIAL - IMPERVIOUS
8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotAccess
AccessOverhangConcrete SidewalkConcrete SidewalkConcrete Sidewalk129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignBituminous Parking LotBituminous DriveS89°40'55"E 261.50S00°17'05"W 101.00
S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80
[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764
[14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W)
JERSEY
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NORTH OverhSewer LiftStationLAUNDRY108 sf TODDLER TRANSITION638 sf14 Children @ 1:7= 2 Staff638 COT16 sfTODDLER #1639 sf14 Children @ 1:7= 2 Staff639 TODDLER #2663 sf14 Children @ 1:7= 2 Staff663 TODDLER #3854 sf21 Children @ 1:7= 3 Staff854INFANT #3518 sf12 Children @ 1:4= 3 Staff518 CRIB RM12 CribsCRIB RM12 Cribs INFANT #2447 sf12 Children @ 1:4= 3 Staff447INFANT #1446 sf12 Children @ 1:4= 3 Staff446 LARGE MOTOR ROOM117834 Children1178 PRESCHOOL #1755 sf20 Children @ 1:10= 2 Staff 755PRESCHOOL #2754 sf20 Children @ 1:10= 2 Staff 752PRESCHOOL #3751 sf20 Children @ 1:10= 2 Staff 753PRESCHOOL #41171 sf30 Children @ 1:10= 3 Staff1171SPECIALNEEDS OFFICE285 sf@ 1:150 = 2 Staff COT21 sfCOT16 sf COT16 sfCRIB RM12 Cribs SIGN IN KITCHEN313 sf313SPRINKLER RM102 sf TOT 2 TLT47 sfTOT 3 TLT93 sfHC TOT TRANS TLT47 sfHC TOT 1 TLT47 sfSTORAGE94 sfHALL D173 sfLOBBY570 sfRECEPTION103 sfVESTIBULE50 sfOFFICE138 sfHALL A420 sfMECHANICAL RM264 sfADULTHC UNISEX51 sfADULTUNISEX44 sf HALL B450 sfHALL C373 sfPRE 4 TLT31 sfHC PRE 4 TLT31 sfCOTS21 sf CONF RM1171 sf241 sf net @ 1:15= 16 seatsSTAFF RM232 sfJANITOR35 sf HC PRE 3 TLT43 sfPRE 3 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sf COTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sf REARVESTIBULE30 sf
NO
PARKING CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C3.0GRADING PLAN1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C0.1 FOR GENERALGRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N
8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420056Address: 5717 West BroadwayOwner: Amerco Real Estate CompanyPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotAccess
AccessOverhangConcrete SidewalkConcrete SidewalkConcrete Sidewalk129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignBituminous Parking LotBituminous DriveS89°40'55"E 261.50S00°17'05"W 101.00
S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80
[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764
[14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W)
JERSEY
AVENUE
NORTH OverhSewer LiftStationLAUNDRY108 sfTODDLER TRANSITION638 sf14 Children @ 1:7= 2 Staff638 COT16 sfTODDLER #1639 sf14 Children @ 1:7= 2 Staff639 TODDLER #2663 sf14 Children @ 1:7= 2 Staff663 TODDLER #3854 sf21 Children @ 1:7= 3 Staff854INFANT #3518 sf12 Children @ 1:4= 3 Staff518 CRIB RM12 CribsCRIB RM12 Cribs INFANT #2447 sf12 Children @ 1:4= 3 Staff447 INFANT #1446 sf12 Children @ 1:4= 3 Staff446 LARGE MOTOR ROOM117834 Children1178 PRESCHOOL #1755 sf20 Children @ 1:10= 2 Staff 755PRESCHOOL #2754 sf20 Children @ 1:10= 2 Staff 752PRESCHOOL #3751 sf20 Children @ 1:10= 2 Staff 753PRESCHOOL #41171 sf30 Children @ 1:10= 3 Staff1171SPECIALNEEDS OFFICE285 sf@ 1:150 = 2 Staff COT21 sfCOT16 sfCOT16 sfCRIB RM12 Cribs SIGN IN KITCHEN313 sf313SPRINKLER RM102 sfTOT 2 TLT47 sf TOT 3 TLT93 sfHC TOT TRANS TLT47 sf HC TOT 1 TLT47 sfSTORAGE94 sfHALL D173 sfLOBBY570 sfRECEPTION103 sfVESTIBULE50 sfOFFICE138 sfHALL A420 sf MECHANICAL RM264 sfADULTHC UNISEX51 sf ADULTUNISEX44 sf HALL B450 sfHALL C373 sfPRE 4 TLT31 sfHC PRE 4 TLT31 sfCOTS21 sf CONF RM1171 sf241 sf net @ 1:15= 16 seats STAFF RM232 sfJANITOR35 sfHC PRE 3 TLT43 sfPRE 3 TLT31 sf COTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT 31 sf COTS16 sf REARVESTIBULE30 sf
NO
PARKING CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L8" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATION OFUTILITIES. UPON COMPLETION OFUTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALCONTRACTOR SHALL COORDINATEALL THE UTILITY SERVICES WITHBOTH THE CIVIL AND MECHANICALPLANS PRIOR TO CONSTRUCTION.SEE DEMO PLAN FORALL EXISTING UTILITYREMOVAL INFORMATIONCBMH 16RIM=872.82IE=869.8312" NYLOPLAST STRUCTUREWITH 12" PED. GRATE. SETGRATE BELOW PLAYGROUNDSURFACING, SEE DETAIL.CBMH 15RIM=872.85IE=869.4212" NYLOPLASTSTRUCTURE WITH 12"PED. GRATE.IE=869.0712" NYLOPLAST STRUCTUREWITH 12" PED. GRATE. SETGRATE BELOW PLAYGROUNDSURFACING, SEE DETAIL.12" NYLOPLAST STRUCTUREWITH 12" PED. GRATE. SETGRATE BELOW PLAYGROUNDSURFACING, SEE DETAIL.CBMH 12RIM=872.84IE=868.3912" NYLOPLAST STRUCTUREWITH 12" PED. GRATE. SETGRATE BELOW PLAYGROUNDSURFACING, SEE DETAIL.CBMH 11RIM=872.84IE=868.0712" NYLOPLASTSTRUCTURE WITH 12"PED. GRATE.CBMH 11ARIM=872.84IE=868.8412" NYLOPLASTSTRUCTURE WITH 12"PED. GRATE.CBMH 1RIM=870.51IE(NW)=867.06IE(S)=867.00SUMP=863.00INSTALL MOMENTUMPRESERVER. INSTALLSTRUCTURE OVEREXISTING PIPESEX. CBMHRIM=870.54EX. IE(SE)=867.68PR. IE(N)=867.68CORE DRILL CONNECTIONTO EX. STRUCTUREAD 14AUSE 12"X6" WYE AT ALL LOCATIONSWHERE STORM LINES MEET FORDOWNSPOUT AREA DRAINSBUILDING DOWNSPOUTLOCATIONS ALL NEED TO BEFINALIZED. COORDINATE FINALLOCATIONS WITH ARCHITECTPRIOR TO CONSTRUCTION.EX. CBRIM=871.69EX. IE(SW)=867.71PR. IE(NE)=868.21CORE DRILL CONNECTIONTO EX. STRUCTURECBMH 24RIM=872.39IE=868.8312" NYLOPLASTSTRUCTURE WITH 12"DOME GRATE.CBMH 23RIM=873.04IE=868.6212" NYLOPLASTSTRUCTURE WITH 12"SOLID GRATE.CBMH 22RIM=872.53IE=868.5012" NYLOPLASTSTRUCTURE WITH 12"DOME GRATE.MH 21RIM=872.72IE=868.30CBMH 21ARIM=873.11IE=868.8712" NYLOPLASTSTRUCTURE WITH 12"SOLID GRATE.AD 23BAD 23AAD 21CAD 21B41 LF 8" SCH40 PVCSTORM @ 1.00%35 LF 8" SCH40 PVCSTORM @ 1.00%32 LF 8" SCH40 PVCSTORM @ 1.00%36 LF 8" SCH40 PVCSTORM @ 1.00%32 LF 8" SCH40 PVCSTORM @ 1.00%32 LF 8" SCH40 PVCSTORM @ 2.41%78 LF 12" SCH40 PVCSTORM @ 0.50%42 LF 12" SCH40 PVCSTORM @ 0.50%24 LF 12" SCH40 PVCSTORM @ 0.50%39 LF 12" SCH40 PVCSTORM @ 0.50%18 LF 12" RCPSTORM @ 0.50%57 LF 12" SCH40 PVCSTORM @ 0.50%MAKE WET TAPCONNECTION TOEXISTING 8" WATER MAIN,COORD. WITH CITYGV & VALVE BOXCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447UTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C0.1 FOR GENERALUTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLANKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C5.0CIVIL DETAILSCONTRACTOR SHALL REVIEW ALL CIVIL AND ARCHITECTURAL DETAILS PRIOR TO WORK. ANYREDUNDANT, CONTRADICTORY OR CONFLICTING INFORMATION PRESENTED IN ANY PLAN OR DETAILTHROUGHOUT THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECTARCHITECT AND CIVIL ENGINEER AND RESOLVED PRIOR TO WORK COMMENCING.GENERAL DETAILS NOTES:REVISION SUMMARYDATEDESCRIPTIONACCESSIBLE PARKING PAVEMENT MARKINGN T SNOPARKINGNOTE:1.ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT &SIGNAGE.2.VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3.SEE PLAN FOR ACTUAL PARKING SPACESLAYOUT4.ALL PAINT COLORS MUST CONFORM TOSTATE AND FEDERAL ADA STANDARDSNOPARKINGNOPARKING4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLEFACE OF CURBADJ. SIDEWALKACCESSIBLE CURB RAMP.SEE GRADING & DETAILSHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 2' MIN,. AND 8' MAX. FROM FACEOF CURBHANDICAP PARKING ACCESSAISLE WITH PAINTED 12" HIGHLETTERING OF "NO PARKING"CENTERED TOWARD DRIVEAISLENO PARKING SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING SPACEWITH PAINTEDINTERNATIONAL SYMBOL OFACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTEREDTOWARD DRIVE AISLENOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM8'MIN.8'MIN.8'MIN.PER CITY
CODE
76"
3'-6"
3'-6"
60"-66"
FROM PAVEMENT TO
BOTTOM OF SIGNACCESSIBLE SIGN & CHANNEL POST - LOT LOCATIONN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POSTINSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6” PIPEGROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1"FROM TOPADJACENT PVMT. - MATERIALVARIES, SEE PLAN & DETAILSSLOPE TOPOF FOOTINGAWAY FROMBASE, TYP.1" SILICONE RUBBER ORASPHALTIC CAULKINGCOMPOUND6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1COAT ANTI-RUST PRIMER PRIMER3-3/16", 2 LBS./FT., COMMERCIAL GRADE,GALVANIZED STEEL "CHANNEL" STYLE SIGN POSTMETAL SIGN(S) ACCORDING TO MN STATECODE, PROVIDE SHOP DRAWING OF SIGNMODELGALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDEREINFORCING PLATE AT EACH BOLT LOCATION (3"X3")TRIM POST TOBELOW TOP OFSIGN6"14" THICK, COMMERCIAL GRADE THERMOPLASTICPOLYETHYLENE PROTECTIVE SLEEVE, PER IDEALSHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED.PROVIDE COLOR SELECTION OPTIONSCUT TOP OF POLYETHYLENE SLEEVE TOACCOMMODATE CHANNEL POST (ON-SITE)COMMERCIAL GRADE CONSPICUITY MARKINGS(TAPE), 3M DIAMOND GRADE SERIES 973, ORSIMILARCOMPACTED AGG., TYP.6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITHANTI-RUST PRIMERCONC. FOOTING, SONOTUBE® FORM RECOMMENDEDNO PARKING TO BEUSED IN FRONT OFSTRIPED ACCESSAISLE61.INSTALLATION AND REINFORCEMENT SHALL BE INACCORDANCE TO A CERTIFIED, ON-SITE A.C.I.TECHNICIAN AS SPECIFIED.2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR SOILSENGINEER'S PVMT. SECTION REQUIREMENTS.3.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.6.WIRE MESH AND CHAIRS REQUIRED FOR ALL WALKSOR IN LOCATIONS FOR VEHICULAR TRAFFIC.THICKENED EDGE CONC. WALKN T SVARIESSEE GRADING
PLAN
6"NOTE:COMPACTED SUBGRADECLASS 5 AGGREGATE BASE MIN. 6" UNDERCONCRETE (VERIFY W/ SOILS ENGINEER)W1.6 X W1.6 WIRE MESH W/ SPACING CHAIRS.CENTER MESH IN CONC. POUR, ALL DIRECTIONS.(REGARDLESS OF WALK SECTION CONCRETE DETAIL, MESH ISREQ. THROUGHOUT ENTIRE WIDTH OF ALL "THICKENED EDGE"WALKS.)INSTALL ADJ. MULCH OR LAWN 1" FROM TOPOF WALK, WHERE APPLICABLECONC. PVMT. SECTION - TYP. 5", SEE DETAIL FORWALK SECTION, VERIFY W/ SOILS ENGINEERADJACENT PVMT., SEE SITE PLAN FOR LAYOUT,DETAIL FOR SECTION AND VERIFY W/ SOILSENGINEER. ENSURE WATER FLOWS AWAY FROMALL INSTANCES OF "THICKENED EDGE WALK".COORDINATE W/ GRADING PLANFINISH SURFACE, SEE DETAILS FOR SCORINGPATTERN AND TEXTURE, VERIFY WITH OWNERCONTROL JOINTSPER SITE PLAN6"1"5"2BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A)BASE (B)AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.4LIGHT DUTYX"X"X"FINISHED GRADENOTES:1.ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBERREINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PERASTM C11162.INSTALLATION SHALL BE CERTIFIED AND INACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN ASSPECIFIED.3.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSSWEIGHT REQUIREMENTS.4.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.5.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.6.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.7.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECHREPORT FOR FINAL PAVEMENT SECTION.8.IF DESIGN IS DEFINED IN CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFERTO GEOTECH FOR FINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PADN T S (PRIVATE PROPERTY)12" RADIUS, 34" DEPTH TOOLEDCONTROL JOINTLIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE AS SPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHERE MULCH MEETSEDGE OF WALKLEAVE TOP OF MULCH DOWN 1" FROM TOP OFWALKPAVEMENT DESIGNTYPECONC. (A)AGG.(B)3 LBS. / C.Y. CONC. MACRO-FIBERREINFORCING1.CURING:1.1.APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHINGOF CONC. SURFACE.1.2.ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDSALLIED PER ASTM C-309. AT 200 S.F. PER GAL.1.3.ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) ANDCONTAIN ACRYLIC BASED CLASS B RESTRICTED RESINSOLIDS.3"2"3WALKS5"6"CONC. PVMT.7"6"EXPANSION JOINT SEALANT DETAILSN T SNOTES:1.SEPARATING TAPE OR BACKERMATERIAL REQUIRED TO PREVENT JOINTSEALANT FROM FLOWING INTO SAWCUT,TO SEPARATE NONCOMPATIBLEMATERIALS AND TO PREVENT SEALANTFROM BONDING TO BOTTOM OFRESERVOIR.2.TOP OF SEALANT WILL BE 1/8" TO 1/4"BELOW TOP OF PAVEMENT.W= WIDTH OF SEALANT RESERVOIR1/2" MINIMUN5/8" MAXIMUMEXCEPT FOR 3/4" EXPANSIONJOINTSD= DEPTH OF SEALANT1.0 TO 1.5 TIMES WT= DEPTH OF INTIAL SAWCUT, 1/4 OFTHE SLAB THINKNESS FORPAVEMENT LESS THAN 12"POURED JOINTSEALANTSEPARATING TAPE SEENOTE 1SEE NOTE 2POURED JOINTSEALANTSEE NOTE 2BACKER MATERIAL SEENOTE 1WD
TTWD
POURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 1T WDCOMPACTED CLASS 5AGGREGATE BASE. SEESOIL REPORT FORDEPTH, 6" MIN.EXTERIOR BUILDING WALLCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENT5FINISHED GRADENOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. SEE GRADING FOR HEIGHT DIFFERENCE BETW. TOP OF CURB AND GRADE AT BACK OF CURB.FINISHED GRADE8"6"10"316"8"MODIFIED MONOLITHIC CURBN T SCLASS V AGGREGATE SUBBASE-SEEBITUMINOUS PAVEMENT DETAIL (6" MIN.)NEW PAVEMENT - SEE DETAILSLOPE GUTTER PER GRADING PLANPROPOSED PAVEMENT SHALL ABUT FACE OF CURB1:3 BATTER SLOPE GUTTER 3/4"/1'1/2" RADIUS CORNERSVARIES, SEE GRADING1
C5.1CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONPIPE BEDDING - PVCN T S"BC" DENOTES OUTSIDEDIAMETER OF PIPECOARSE FILTERAGG. (MNDOTSPEC. 3149HMODIFIED)MINIMUM2D+BC+12"D VARIABLEPIPE FOUNDATION & BEDDING IN GOOD SOILSPIPE FOUNDATION & BEDDING IN GOOD SOILSMIN.=BC+12BCBC"BC" DENOTES OUTSIDEDIAMETER OF PIPECOMPACTED BACKFILLGRANULAR BORROW
(MNDOT SPEC. 3149A
MODIFIED)
6"12"COMPACTEDBACKFILLBEDDINGFOUNDATION
12"6"5BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESH16" O.C.VARIABLE27"112"VARIABLE 18"MIN.STORM MANHOLEN T SDIMENSIONS FROM BACK OFCURB (BOC) TO CENTER OFPIPE: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 BOCCOVER SHALL BE STAMPED"STORM SEWER"METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEEN RINGS,CASTING, AND ALONG OUTSIDE.PRECAST CONCRETE CONE SECTIONSTEPS ON DOWNSTREAM SIDEGROUT SHELF AND CHANNELS112" NYLOPLAST DRAIN BASIN W/ PERF. BOTTOMN T STO TRUNK PIPEINTEGRATED DUCTILE IRON FRAME& GRATE - INSTALL PER MANUF.24"x24" CRUSHED & COMPACTED1" MIN. WASHED STONECOMPACTEDSUBGRADE.6" MIN.8" SCH40 PVC STORM12"NYLOPLAST 12" DRAIN BASINPERFORATED NYLOPLAST BOTTOM24"4DOWNSPOUT TO AREA DRAIN PIPE CONNECTIONN T SVARIES
BUILDING DOWNSPOUTREFER TO ARCH'LCAP WITH HOLE CUT OUTFOR DOWNSPOUTCOMPACTED SOIL6" PVC SEWER RISER PIPE(LENGTH AS REQUIRED)6 PVC LONG RADIUS 14BEND SEWER ELBOW6" PVC SEWER PIPECRUSHED ANDCOMPACTED STONE3BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESH16" O.C.VARIABLE27"11
2"VARIABLE
18"MIN.DIMENSIONS FROM BACK OFCURB (BOC) TO CENTER OFPIPE: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 BOCCOVER SHALL BE STAMPED"STORM SEWER"METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEEN RINGS,CASTING, AND ALONG OUTSIDE.PRECAST CONCRETE CONE SECTIONSTEPS ON DOWNSTREAM SIDE48" SUMP
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
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:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C5.2CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION
8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420056Address: 5717 West BroadwayOwner: Amerco Real Estate CompanyPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotBituminous Parking LotAccess
AccessOverhang11135553211023Concrete SidewalkConcrete SidewalkConcrete Sidewalk Concrete WalkwayConcrete Walkway129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignLandscapingLandscapingBituminous Parking LotBituminous DriveLandscaping S89°40'55"E 261.50S00°17'05"W 101.00
S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80
[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764
[14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W)
JERSEY
AVENUE
NORTH CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONENTRANCEINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447SW1.0SWPPP - EXISTINGCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMIT1125ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.REVISION SUMMARYDATEDESCRIPTION1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS LESS THAN ONE ACRE DISTURBED AND WILLNOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N
8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420056Address: 5717 West BroadwayOwner: Amerco Real Estate CompanyPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotAccess
AccessOverhangConcrete SidewalkConcrete SidewalkConcrete Sidewalk129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignBituminous Parking LotBituminous DriveS89°40'55"E 261.50S00°17'05"W 101.00
S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80
[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764
[14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W)
JERSEY
AVENUE
NORTH OverhSewer LiftStationLAUNDRY108 sfTODDLER TRANSITION638 sf14 Children @ 1:7= 2 Staff638 COT16 sfTODDLER #1639 sf14 Children @ 1:7= 2 Staff639TODDLER #2663 sf14 Children @ 1:7= 2 Staff663 TODDLER #3854 sf21 Children @ 1:7= 3 Staff854INFANT #3518 sf12 Children @ 1:4= 3 Staff518 CRIB RM12 CribsCRIB RM12 Cribs INFANT #2447 sf12 Children @ 1:4= 3 Staff447 INFANT #1446 sf12 Children @ 1:4= 3 Staff446LARGE MOTOR ROOM117834 Children1178 PRESCHOOL #1755 sf20 Children @ 1:10= 2 Staff 755PRESCHOOL #2754 sf20 Children @ 1:10= 2 Staff 752PRESCHOOL #3751 sf20 Children @ 1:10= 2 Staff 753PRESCHOOL #41171 sf30 Children @ 1:10= 3 Staff1171SPECIALNEEDS OFFICE285 sf@ 1:150 = 2 StaffCOT21 sfCOT16 sf COT16 sfCRIB RM12 Cribs SIGN IN KITCHEN313 sf313SPRINKLER RM102 sfTOT 2 TLT47 sf TOT 3 TLT93 sfHC TOT TRANS TLT47 sf HC TOT 1 TLT47 sfSTORAGE94 sf HALL D173 sfLOBBY570 sfRECEPTION103 sfVESTIBULE50 sf OFFICE138 sfHALL A420 sf MECHANICAL RM264 sfADULTHC UNISEX51 sf ADULTUNISEX44 sfHALL B450 sfHALL C373 sfPRE 4 TLT31 sfHC PRE 4 TLT31 sfCOTS21 sfCONF RM1171 sf241 sf net @ 1:15= 16 seatsSTAFF RM232 sfJANITOR35 sf HC PRE 3 TLT43 sfPRE 3 TLT31 sf COTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sf COTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sf COTS16 sfREARVESTIBULE30 sf
NO
PARKING CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONENTRANCEINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447SW1.1SWPPP - PROPOSEDCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:LEGEND:INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMIT1137REVISION SUMMARYDATEDESCRIPTION1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS LESS THAN ONE ACRE DISTURBED AND WILLNOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.EX. 1' CONTOUR ELEVATION INTERVAL1125Know what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
PRELIM
INARY
:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447SW1.2SWPPP - DETAILSREVISION SUMMARYDATEDESCRIPTIONTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"NOTE:1. PLACE STAPLES 2 FEETAPART TO KEEP MATTINGFIRMLY PRESSED TOSOIL.EROSION BLANKETN T SPLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D' EROSION STOP: FOLD OFMATTING BURIED IN SILTTRENCH AND TAMPED. DOUBLEROW OF STAPLES'C' OVERLAP: BURYUPPER END OF LOWERSTRIP AS IN 'A' AND 'B'.OVERLAP END OF TOPSTRIP 4" AND STAPLE'B' TAMP THE TRENCH FULL OFSOIL. SECURE WITH ROW OFSTAPLES, 10" SPACING, 4" DOWNFROM TRENCH'A' BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTH'E' OVERFALL3DIRECTION OF FLOWSEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX ORAPPROVED 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 ASDEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.8" MIN.EXISTING GROUND SURFACEWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHENINSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDESANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C.FILTER FABRIC AS SPECIFIEDFILLER AS SPECIFIEDFILL UPSTREAM BASE EDGEWITH 2" OF DIRT OR COMPOSTTO EMBED ROLL.5DIRECTION OF FLOW24"24"24"MIN.6"6"SEDIMENT FENCEN T SFILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED.METAL POST AS SPECIFIED.SUPPORT NET: 12 GAUGE 4"X4"WIRE HOOKED ONTOPERFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACEMETAL POSTS 8'-0" O.C. MAX.CARRY WIRESUPPORT NET DOWNINTO TRENCHANCHOR FABRIC WITH SOIL, TAMP BACKFILLFILTER FABRIC AS SPECIFIED SECURE TO WIRESUPPORT NET WITH METAL CLIPS 12" O.C.2PROFILEPLANTO CONSTRUCTION AREAN T SSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE ANDUNDISTURBED ROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING ORFLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL STONE OR ADDING STONE 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 SHALLBE REMOVED AS DIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION2118.EXISTING UNDISTURBED ROADWAYGEOTEXTILE FILTER FABRIC6" MIN. CRUSHED STONE75' MINIMUMEXISTINGUNDISTURBEDROADWAYTO CONSTRUCTION AREA
30' FROM EDGE OF ROADTO FRONT OF SPEED BUMP35'
R
.35' R.4" HIGH, 18"WIDE SPEEDBUMPFINISHEDGRADE4NOTES: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 SYSTEM AFTER EACHSTORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING.CURB INLET SACKN T SOVERFLOW IS 12 OF THE CURB BOX HEIGHTOVERFLOW AT TOP OF FILTER ASSEMBLYEXISTING CURB, PLATE, BOX,AND GRATEDANDY CURB SACK ORAPPROVED EQUIVALENTHIGH-FLOW FABRIC1
SW1.3SWPPP - NARRATIVEOWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OFPERMANENT STORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMITREQUIREMENTS.CATCH BASIN CBMH1 NEEDS TO HAVE REGULAR CLEANING. NEEDS TO BE CLEANED NO LATER THAN WHEN THERE IS 3FT OF ACCUMULATED DEBRIS.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTSOF THE NPDES 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 FORTHEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS LESS THAN 1.0 ACRE DISTURBED SO AN NPDES PERMIT IS NOT REQUIRED AND DOES NOT NEED TO BESUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMITTHROUGHOUT 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 OVERALLSWPPP 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.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBSSITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATERPOLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONALPOLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 #MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION ANDSEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OFCONSTRUCTION PLANS AND SPECIFICATIONS. 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 AND PERMANENT EROSION PREVENTION ANDSEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.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 AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED ORSOD/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 MAINTENANCERECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ONSITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FORTHREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANYRECORDS AFTER SUBMITTAL OF THE NOT.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,INSPECTIONS AND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED,INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTSREGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.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, INCLUDINGTHE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATIONOF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION ANDMAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDESPERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENTCONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESEINDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BYMPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) ASREQUIRED 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 PROJECTHAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINEDPER SECTION 21 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, THEOWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THEPERMANENT STORM WATER MANAGEMENT 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 INDIVIDUALMUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUSTINCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING ASIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS ORINVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP ISNOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TOSURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP ISNOT 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 THISPERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANTMANUFACTURER SPECIFICATIONS AND ACCEPTED 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 STEEPSLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH ASPHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING ANDTERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUSTBE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLYOR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIODEXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDARDAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ONCONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION ISNOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SANDSTOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS"DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALLEXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS,WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OFTEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUSTCOMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES ORSWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGEAND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEMDURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.)DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTERTHEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARYOR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETSWITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENTSYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED ANDMAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THESITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURBAND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OFANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANYUPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICESIN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OREXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENTSEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMENDTHE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF ASEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENTCONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORTTERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA ISCOMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILSSTILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TOACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES,IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALLSEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERMACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURINGCONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FORDISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN(E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONALAUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER).PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OFSTOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS,INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS ABYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROMTHE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TOPREVENT SEDIMENT TRACKING 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 MUSTRESTRICT VEHICLE AND 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,PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACEWATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESSLIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROADDITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUSTDOCUMENT 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 CHEMICALSIN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENTREMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEESMUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUSTDIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OFTHE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING ORBASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TOSURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINEDAND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IFPERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING ASURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGEDOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATERSEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN AMANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTSOR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSESSIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAYFOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER 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 ENTIRECONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN24 HOURS AFTER A RAINFALL EVENT 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 POLLUTIONPREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUSTREPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OFTHE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGEDITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OFEROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENTDEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGESYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL.PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS.PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL ANDSTABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES ANDRECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB ANDGUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION ORTRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVEDSURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIMETO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THESEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGEVOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TOTHE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM21.2.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 IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND,AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THEMPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS,INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFFOCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OFBEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUSTINCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVEACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCEACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OFRAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLYMAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OFYOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATAFROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BEDOCUMENTED AS REQUIRED 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 OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANSDESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER ORPROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR AREDESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANSDESIGNED TO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL,GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOODPRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENTSPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUSTBE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT 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 BEKNOCKED 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 LEAKEDCHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED ORUNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUSTENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS ANDTHAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. 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.PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHERSIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY.PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATEDBY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDSAND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUSTPREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THECONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS.PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES.PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED INSECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLYTRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREETSWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF ASITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHTON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVEROVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORMPERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATIONIS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH ASIMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATEDSEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15THROUGH 19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THENOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENTCONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TODECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THESTRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETERCONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTESTHE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND),PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIORTO 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 FINALSTABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORESEEDING THE SOIL SHALL BE TILLED TO A 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 AND21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIEDAT A SEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TOPROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PERACRE 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.DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/2025REVISION SUMMARYDATEDESCRIPTIONNEW HORIZON ACADEMY3405 ANNAPOLIS LANE N, SUITE 100PLYMOUTH, MN 55447HEIDI PROSS763-383-6216HPROSS@NHACADEMY.NETPROJECT NARRATIVE:PROJECT IS A SITE REDEVELOPMENT OF AN EXISTING BUILDING INTO A DAYCARE. SITE, GRADING, UTILITY ANDLANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT PROVIDED IN THESEPLANS.INFILTRATION NARRATIVE:INFILTRATION IS NOT PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO MEADOW LAKE - MEADOW LAKE IS IDENTIFIED AS ANIMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. MEADOW LAKE IS IMPAIRED FORNUTRIENTS. BECAUSE THIS WATER BODY IS LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THENPDES 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 EROSIONBUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FORCOMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONETIME.Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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:NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BYDKPROJECT MANAGERDKPROJECT NUMBER2312848776David J. KnaebleLICENSE 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.09/26/2023NEW HORIZON ACADEMY
7000 57TH AVENUE N, CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447
0.50.91.52.43.55.26.35.73.72.62.32.32.42.52.20.91.72.63.54.35.45.55.64.43.53.02.93.03.02.61.91.52.84.05.16.06.15.95.95.54.53.83.43.43.73.42.42.34.15.56.16.05.85.75.55.04.44.03.63.84.64.83.42.95.26.76.35.04.03.63.43.33.33.53.44.15.55.64.83.76.16.14.22.82.32.12.22.42.83.14.15.95.85.44.06.27.05.73.72.31.81.61.62.02.52.94.05.95.85.63.96.06.85.53.42.11.61.41.51.92.42.94.05.45.64.43.55.76.65.43.62.21.81.71.82.12.53.13.94.74.63.22.54.65.75.13.82.72.32.12.22.52.93.43.94.13.62.41.93.44.34.54.13.53.23.23.33.53.73.83.93.42.61.81.22.33.13.84.34.34.65.15.45.34.94.33.72.81.91.11.01.92.73.54.04.55.35.85.96.05.44.33.22.11.30.71.22.23.03.53.73.64.35.35.41.50.81.83.34.04.03.22.73.25.26.22.44.45.34.43.02.12.64.11.84.32.51.33.25.45.94.52.71.71.83.03.45.25.94.52.51.31.21.53.45.45.94.52.41.20.90.72.94.95.64.22.41.10.60.52.03.74.43.72.21.00.51.32.42.82.61.70.80.71.31.51.61.20.70.20.40.30.40.30.30.27.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.61.00.30.30.20.10.10.80.60.50.40.30.20.10.10.10.10.10.10.10.10.10.20.30.40.71.01.31.31.21.00.70.30.10.10.20.10.20.30.40.40.30.20.20.30.20.10.20.20.30.30.40.50.50.70.70.60.50.60.50.40.30.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.40.60.70.70.70.70.70.70.50.50.50.70.91.11.00.80.60.50.71.01.31.31.31.31.31.11.01.01.11.41.61.91.81.51.20.91.00.90.60.50.91.21.21.51.81.51.21.31.11.01.11.62.02.02.01.91.61.11.81.80.50.80.62.33.10.81.01.03.74.90.91.31.04.35.80.91.41.13.74.80.91.51.12.73.21.01.51.32.12.11.11.61.21.51.51.01.51.21.41.40.91.41.11.81.91.01.41.22.62.80.91.31.03.54.20.81.00.94.76.20.50.80.65.40.64.46.03.24.42.73.35.05.32.73.04.46.05.93.43.73.74.44.64.23.94.93.44.34.54.33.64.76.30.71.12.53.75.45.54.83.45.16.80.50.71.01.83.14.35.64.15.13.84.05.50.50.81.11.72.43.24.55.73.15.74.33.02.42.22.22.22.32.32.11.91.41.21.31.62.63.50.10.20.10.10.10.20.40.40.40.30.20.40.30.20.30.30.40.10.30.40.40.30.40.30.20.20.20.10.20.20.10.20.20.10.20.30.10.20.20.30.10.20.30.40.20.30.27.0BB1DDDDDDDDDDDDDDDDDDDDEEEEEEEEBB1BB1BB2BB2DDDDDDStatisticsDescriptionSymbolAvgMaxMinMax/MinAvg/MinBUILDING PERIMETER1.9 fc7.0 fc0.1 fc70.0:119.0:1PARKING LOT3.4 fc7.2 fc0.0 fcN/AN/APROPERTY LINE0.2 fc1.4 fc0.0 fcN/AN/AScheduleSymbolLabelMounting Height(FT)QuantityManufacturerCatalog NumberDescriptionNumber LampsLumens Per LampLight Loss FactorWattageBB1203LSI INDUSTRIES, INC.SLM-LED-18L-SIL-FT-40-70CRI1189091135BB2202LSI INDUSTRIES, INC.SLM-LED-18L-SIL-FT-40-70CRI-IL1120451135DD1013COOPER LIGHTING SOLUTIONS - INVUE (FORMERLY EATON)ENC-SA1-740-U-T2-HSS--XXBENTRI LED LUMINAIRE (1) 70 CRI, 4000K LIGHTSQUARE IN BATTERY OPERATION WITH 16 LEDS AND TYPE II OPTICS WITH HOUSE SIDE SHIELD1636113EE104Lithonia LightingDSXW2 LED 20C 530 40K TFTM MVOLTDSXW2 LED WITH 2 LIGHT ENGINES, 20 LED's, 530mA DRIVER, 4000K LED, TYPE FORWARD THROW MEDIUM OPTIC14281136CITY REVIEW COMMENTS 9.26.23NEW HORIZON ACADEMY7000 57th AVENUE NORTHCRYSTAL, MN 55428NEW HORIZON ACADEMY3405 ANNAPOLIS LANE N.PLYMOUTH, MN 55447I hereby certify that this documentwas prepared by me or under mydirect supervision and that I am aduly licensed engineer under thelaws of the State of MinnesotaSignatureTyped or Printed NameLicense #Date09/11/2023DisciplineElectricalJob NumberRYL202304Richard D. Becker53700RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet NoSHEET TITLE:Drawn By:Project Architect:Project No.:Drawing History/Revisions:Drawing Date:Checked By:09.11.2023A. PETER HILGER, AIARYL2023042023 RYLAUR, LLCCMinneapolis, MN 554295430 Douglas Drive North763-585-6757 faxEmail: steen@steeneng.com763-585-6742CSJAE0.1SITE PHOTOMETRICCALCULATIONS
CITY REVIEW COMMENTS 9.26.23NEW HORIZON ACADEMY7000 57th AVENUE NORTHCRYSTAL, MN 55428NEW HORIZON ACADEMY3405 ANNAPOLIS LANE N.PLYMOUTH, MN 55447I hereby certify that this documentwas prepared by me or under mydirect supervision and that I am aduly licensed engineer under thelaws of the State of MinnesotaSignatureTyped or Printed NameLicense #Date09/11/2023DisciplineElectricalJob NumberRYL202304Richard D. Becker53700RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet NoSHEET TITLE:Drawn By:Project Architect:Project No.:Drawing History/Revisions:Drawing Date:Checked By:09.11.2023A. PETER HILGER, AIARYL2023042023 RYLAUR, LLCCMinneapolis, MN 554295430 Douglas Drive North763-585-6757 faxEmail: steen@steeneng.com763-585-6742CSJAE0.2SITE PHOTOMETRICLIGHTING CUT SHEETS
Sewer LiftStation
LAUNDRY
108 sf
TODDLER TRANSITION638 sf14 Children @ 1:7= 2 Staff
COT16 sf
TODDLER #1
639 sf14 Children @ 1:7= 2 Staff
TODDLER #2
663 sf14 Children @ 1:7= 2 Staff
TODDLER #3
854 sf21 Children @ 1:7= 3 Staff
INFANT #3518 sf12 Children @ 1:4= 3 Staff
CRIB RM
12 Cribs
CRIB RM
12 Cribs
INFANT #2447 sf12 Children @ 1:4= 3 Staff
INFANT #1446 sf12 Children @ 1:4= 3 Staff
LARGE MOTOR ROOM1178
34 Children
PRESCHOOL #1
755 sf20 Children @ 1:10= 2 Staff
PRESCHOOL #2
754 sf20 Children @ 1:10= 2 Staff
PRESCHOOL #3
751 sf20 Children @ 1:10= 2 Staff
PRESCHOOL #4
1171 sf
30 Children @ 1:10= 3 Staff
SPECIALNEEDS OFFICE285 sf@ 1:150 = 2 Staff
COT21 sf
COT
16 sf
COT
16 sf
CRIB RM
12 Cribs
KITCHEN
313 sf
SPRINKLER RM
102 sf
TOT 2 TLT47 sf
TOT 3 TLT93 sf
HC TOT TRANS TLT
47 sf
HC TOT 1 TLT47 sf
STORAGE94 sf
HALL D
173 sf
LOBBY
570 sf
RECEPTION
103 sf
VESTIBULE
50 sf
OFFICE138 sf
HALL A420 sf
MECHANICAL RM
264 sf
ADULTHC UNISEX
51 sf
ADULTUNISEX
44 sf
HALL B
450 sf
HALL C
373 sf
PRE 4 TLT
31 sf
HC PRE 4 TLT31 sf
COTS21 sf
CONF RM
1171 sf
241 sf net @ 1:15= 16 seats
STAFF RM
232 sf
JANITOR
35 sf
HC PRE 3 TLT43 sf
PRE 3 TLT31 sf
COTS16 sf
HC PRE 2 TLT
43 sf
PRE 2 TLT31 sf
COTS16 sf
HC PRE 2 TLT
43 sf
PRE 2 TLT31 sf
COTS16 sf
REARVESTIBULE30 sf
INFANT PLAY YARD PROPERTY LINEPROJECT INFORMATION:
CLIENT INFORMATION:
Sheet No.:
SHEET TITLE:
LANDSCAPE PLAN
Project Architect:
Drawing History/Revisions:
Drawing Date:
09.12.2023
A. PETER HILGER, AIA
L1
Carmen Simonet Design LLC
354 Stonebridge Blvd.
St. Paul, MN 55105
(651) 695-0273
carmen@simonetdesign.com
LANDSCAPE ARCHITECT:
September 12, 2023KENTUCKY AVENUE NORTHPROPERTY LINE
NOTES:
1.SEE SHEET L2 FOR PLANTING DETAILS & LANDSCAPE SPECIFICATIONS.
2.ALL LANDSCAPING TO BE IRRIGATED. SEE SHEET L2 FOR IRRIGATION SPECS.
3.CERTIFIED ARBORIST TO REVIEW AND REPORT ON HEALTH OF EX. TREES, AND PRUNE AS
NEEDED TO MAINTAIN SITE SAFETY.
4.PLANTING BEDS TO HAVE GOOD QUALITY LOOSE SOIL, SEE SHEET L2 FOR TREES, SHRUBS, &
PERENNIALS SPECS.
1 LANDSCAPE PLAN
SCALE: 1" = 20'-0"
NEW HORIZON ACADEMY
7000 57th AVENUE NORTH
CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N.
PLYMOUTH, MN 55447
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
2023 RYLAUR, LLCC
BUILDING
TRASH
ENCLOSUREPROPERTY LINEEX. TREE (TYP.)
PROPERTY LINE
57TH AVENUE NORTH
TODDLER
PLAY YARD
PRESCHOOL PLAY YARD
ELECTRIC TRANSMISSION
LINE EASEMENT PROPERTY LINEMONUMENT SIGN
EX. TREE (TYP.)
OVERHEAD POWERLINE PLAY YARD FENCE (TYP.)
3
TA
10
NF
2
CF
7
NF
4
CF
11
JB
16
HH
5
SV
8
CS
3
MA
9
JS
3
CF
31
SS
4
QM
3
CC
1
CO
5
SV
EX. TRANSFORMER
SIDEWALKSIDEWALK1
TA
8
PF
28
HH
SOD
KEY
7
JB
PLANTING BEDS - SHREDDED HARDWOOD MULCH
DRAINAGE & UTILITY
EASEMENT
DRAINAGE & UTILITY
EASEMENT
DRAINAGE AND UTILITY
EASEMENT
7
JB
10
PF
8
CF
6
AB
5
SS
18
AB
5
AB
8
AB
1
CO
10
CS
8
NF
1
TA
28
SB
6
GT
EDGER (TYP.)
1
CO
NOTE:
1.VERIFY THAT TREES AND SHRUBS CAN BE PLANTED IN THE DRAINAGE AND UTILITY EASEMENT, AND IN
THE ELECTRIC TRANSMISSION LINE EASEMENT, NOTED ON SURVEY.
09.26.2023 - CITY REVIEW COMMENTS
1
TA
1
MA
Sheet No.:SHEET TITLE:LANDSCAPEDETAILS & NOTESProject Architect:Drawing History/Revisions:Drawing Date:A. PETER HILGER, AIAL2PLANTING DETAILSLANDSCAPE SPECIFICATIONSPROJECT INFORMATION:CLIENT INFORMATION:09.12.2023Carmen Simonet Design LLC354 Stonebridge Blvd.St. Paul, MN 55105(651) 695-0273carmen@simonetdesign.comLANDSCAPE ARCHITECT:September 12, 2023NEW HORIZON ACADEMY7000 57th AVENUE NORTHCRYSTAL, MN 55428NEW HORIZON ACADEMY3405 ANNAPOLIS LANE N.PLYMOUTH, MN 55447RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.com2023 RYLAUR, LLCCPLANTING ON A SLOPE DETAILNOT TO SCALE5L21L2TREE PLANTING DETAILNOT TO SCALEPLANTING SOILSUBGRADE4" DEPTH MULCHROOT FLARETREE WRAPTREE PERSCHEDULEGUYING7'0"STEELPOSTROOT BALLADJACENT CONDITIONVARIES SEELANDSCAPE PLANSLIGHTLY CROWNBOTTOM OF HOLE2L2EVERGREEN TREE PLANTING DETAILNOT TO SCALENOTES:1.WIDTH OF PLANTING HOLE: 18" MIN. LARGER THAN ROOT BALL,ON ALL SIDES.2.DEPTH OF HOLE: ROOT FLARE TO SIT AT OR UP TO 2" ABOVE THETOP OF THE FINISHED SOIL ELEVATION. LEAVE SOILUNDISTURBED BENEATH THE ROOT BALL.3.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.4.SET PLANT ON UNDISTURBED SOIL OR THOROUGHLYCOMPACTED PLANTING SOIL.6.REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTALRINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP FROM TOP1/3 OF ROOT BALL. REMOVE ALL TWINE.7.REMOVE OR CORRECT STEM GIRDLING ROOTS OR REJECT PLANT.8.SLIT REMAINING BURLAP AT 6" INTERVALS.9.PLUMB & BACKFILL WITH PLANTING SOIL. THOROUGHLY WATERIN TREE WITHIN 2 HOURS TO SETTLE PLANT AND FILL VOIDS.10.BACKFILL VOIDS AND WATER A SECOND TIME.11.PLACE DOUBLE SHREDDED HARDWOOD MULCH WITHIN 48HOURS OF THE SECOND WATERING. NO MULCH TO BE INCONTACT W/ TRUNK OR BRANCHES.12.TWO ALTERNATE METHODS OF STAKING TREES AREILLUSTRATED IN DETAIL.13.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN APLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD.STAKE TREES IF SITE CONDITIONS, SUCH AS SOIL AND WIND,PREVENT THE TREES FROM STAYING PLUMB. USE 16" X 1.5"POLYPROPYLENE OR POLYETHYLENE STRAPS, ATTACH TO POSTOR STAKE WITH 10 GAUGE WIRE. REMOVE WITHIN ONE YEAR.14.REFER TO PLAN AND SPECS. FOR ADDITIONAL INFORMATION.TREE PERSCHEDULESUBGRADEPLANTINGSOIL2" X 2" X 24" WOODSTAKE SET AT ANGLESTEELPOSTGUYINGWIRE (TYP)STRAPFLAGGING ONEPER WIRE4" MULCHSLIGHTLY CROWN BOTTOMOF HOLEADJACENT CONDITIONVARIES SEE LANDSCAPEPLANROOT BALLROOT FLARENOTES:1.REMOVE DEAD OR DAMAGED BRANCHES. RETAIN THE NATURALFORM OF THE TREE. DO NOT CUT THE LEADER.2.WIDTH OF PLANTING HOLES: 18" MIN. LARGER THAN ROOT BALL,ON ALL SIDES.3.DEPTH OF HOLE: ROOT FLARE TO SIT AT, OR UP TO 2" ABOVE THETOP OF THE FINISHED SOIL ELEVATION. LEAVE SOILUNDISTURBED BENEATH THE ROOT BALL.4.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.5.SET PLANT ON UNDISTURBED SOIL OR THOROUGHLYCOMPACTED PLANTING SOIL.6.REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTALRINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP FROM TOP1/3 OF ROOT BALL. REMOVE ALL TWINE.7.REMOVE OR CORRECT STEM GIRDLING ROOTS.8.SLIT REMAINING BURLAP AT 6" INTERVALS.9.PLUMB & BACKFILL WITH PLANTING SOIL AMENDED WITHCOMPOST. THOROUGHLY WATER IN TREE WITHIN 2 HOURS TOSETTLE PLANTS AND FILL VOIDS.10.BACKFILL VOIDS AND WATER A SECOND TIME.11.PLACE 4" MULCH WITHIN 48 HOURS OF THE SECOND WATERING.NO MULCH TO BE IN CONTACT W/ TRUNK.12.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN APLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. IFNEEDED, STAKE TREES USING 16" LONG, 1.5" WIDE STRAPS, ANDATTACH TO POST WITH WIRE. INSTALL POST 3' INTO GROUND.REMOVE WITHIN ONE YEAR.13.WRAP TRUNK IN FALL REMOVE IN SPRING.14.REFER TO SPECS. FOR ADDITIONAL INFORMATION.NOTES:1.DIG SHRUB HOLE 12" MIN. LARGER THANCONTAINER SIZE, ALL SIDES.2.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TOPLANTING.3.REMOVE DEAD OR DAMAGED BRANCHES. RETAINTHE NATURAL FORM OF THE SHRUB.4.HAND LOOSEN ROOTS OF CONTAINERIZEDMATERIAL. SCORE OUTSIDE OF SOIL MASS TOREDIRECT CIRCLING FIBROUS ROOTS.5.SET SHRUB ON UNDISTURBED SOIL OR ONTHOROUGHLY COMPACTED PLANTING SOIL.INSTALL PLANT SO THE TOP OF ROOT FLARE IS ATOR UP TO 2" ABOVE THE FINISHED GRADE.6.PLUMB AND BACKFILL WITH PLANTING SOILAMENDED WITH COMPOST. THOROUGHLY WATERIN SHRUB PRIOR TO PLACING MULCH.7.ALL SHRUB PLANTINGS RECEIVE 4" DEPTH MULCH.8.REFER TO SPECS. FOR ADDITIONAL INFORMATION.NOTES:1.PLANT INTO PREPARED PLANTING BED.REMOVE WEEDS, LOOSEN COMPACTEDSOILS TO A DEPTH OF 6", AND AMENDPLANTING SOIL WITH COMPOST.2.PLANT AT SAME DEPTH AS INCONTAINER.3.PLACE DOUBLE SHREDDEDHARDWOOD MULCH OVER PERENNIALBED. DO NOT PLACE ANY MULCH ONVEGETATION.4.THOROUGHLY WATER IN PLANTS.5.REFER TO PLAN AND SPECS. FORADDITIONAL INFORMATION.2-3" DEPTHMULCHPLANT PERSCHEDULE6" DEPTHPLANTING SOILSUBGRADE3L2SHRUB PLANTING DETAILNOT TO SCALE4L2PERENNIAL PLANTING DETAILNOT TO SCALE4" DEPTH MULCHSHRUB PERSCHEDULEPLANTINGSOILSUBGRADESLIGHTLY CROWNBOTTOM OF HOLEROOT BALLTREES, SHRUBS, AND PERENNIALS1.REFERENCESA.MnDOT - Minnesota Department of Transportation,Standard Specifications for Construction, 2020 Edition.B.American Standard for Nursery Stock, ANSI Z60.1-2014.C.ASTM, American Society for Testing and Materials.2.QUALITY ASSURANCEA.Work shall be performed by a landscape contractorwith extensive horticulture knowledge, and a min. of 3years of experience.B.Handle plants in such a way as to protect from damageeither physical or by exposure to sun and wind.Mishandled plants are subject to rejection byLandscape Architect.C.Plants used on this project shall meet the gradingstandards recommended by the ANSI Z60.1-2014.3. PRODUCTSA.Plants: Provide as specified on Plant Schedule.B.Edging: Heavy duty poly edger: 5" depth w/ v-lip toprevent frost heave, and steel stakes, black color,Sure-loc Elite-Edge or equal.C.Mulch: Double shredded hardwood mulch.D.Water: Contractor to provide.E.Planting Soil: rich friable, loam topsoil, free of debrisand seeds, conforming to MnDOT 3877.2, Loam TopsoilBorrow.F.Compost: Conforming to MnDOT 3890.2, Grade 2.G.Tree Wrap: Two-ply weather resistant paper product.4.PLANTING DATES: Spring Planting: Apr. 1 - June 15. Thesedates may be extended if daytime temps. remain below 80degrees. Fall: Sept. 30 - Oct. 30th. Daytime temps. need todrop below 80 degrees before planting begins, and maycontinue until freeze up. Coniferous trees Aug. 15 - Oct. 1st.Plant under favorable weather conditions, do not plantduring days of extreme heat.5.EXECUTIONA.Prior to digging, Contractor to have utilities located.B.Contractor to notify Owner and Landscape Architect 3days in advance of when planting work will occur.C.Plant into prepared planting beds.D.Install trees, shrubs, and perennials per planting details,adjust location if in conflict with utilities. Verify newlocation with Landscape Architect prior to planting.E.Separate all shrub and perennial beds from sod areaswith edger.F.Clean-up entire site following planting operations.6.ACCEPTANCE OF PLANTING WORKA.Contractor to notify Owner when planting work iscomplete for review and punch list.B.Contractor to water and maintain the trees, shrubs, andperennials until Owner Acceptance.C.Owner will give Acceptance of Work followingsatisfactory correction of punch list items.D.Watering and regular landscape maintenance of trees,shrubs, and perennials will be Owners responsibilityfollowing acceptance of work.7.GUARANTEE PERIODA.Contractor to warranty trees, shrubs and perennials forone year following acceptance of Work by Owner.B.Contractor to maintain the trees in a plumb positionthroughout the guarantee period.C.Contractor to remove all staking/wiring/ straps andplant tags from trees at the end of the guaranteeperiod.D.Replacements: At the end of the guarantee period, allplants which are unhealthy, dead, not having a normaldensity, size, shape or color shall be shall be replaced.Replacements shall match caliper and/or height of theother plants at time of replacement. Selection ofreplacement material and installation practices shallfollow the requirements of the Drawings andSpecifications.SODDING1.AREAS TO SODA.Sod areas as shown on plan2.REFERENCESA.MnDOT - Minnesota Department of Transportation,Standard Specifications for Construction, 2020 Edition.3.PRODUCTSA.Sod: Provide drought tolerant, strongly rooted sod,machine cut to pad thickness of 1", excluding top growth andthatch. Sod to be at least 2 years old, free of weeds, disease, orother material which might be detrimental to the developmentof the sod. Sod to be moist when cut and maintained in moistcondition during transportation and storage at the site. Do notuse sod that shows signs of visible heating on this project.B.Fertilizer: Slow release 5-10-5 starter fertilizer.C.Water: Contractor to provide.D.Topsoil: provide rich friable, sandy loam, free of debris andseeds, and conforming to MnDOT 3877.2 Common TopsoilBorrow.4.SOIL PREPARATIONA.Verify all sod areas have a minimum of 4" of topsoil.B.Immediately prior to sodding, loosen topsoil to minimumdepth of 3".C.On slopes operate cultivating equipment at right angles tothe direction of surface drainage.D.Contractor to work all areas to receive sod until the soil issmooth and an even grade is established. Fill all holes,depressions and rivulets to ensure an even grade and thatproper elevation is established. Fill material shall be compactedsufficiently to provide uniform density and to resist erosion.Remove all rubble, sticks, branches, stones and other extraneousmaterial over 1/2" in diameter on the surface prior to sodding.E.For all areas to be sodded work in dry, free flowing slowrelease starter fertilizer into the top 1 inch of soil.5.EXECUTIONA.Install sod during favorable weather, do not sod if groundis frozen or sod is dormant.B.Lay sod with tightly fitting joints, no overlapping joints,and stagger rows to offset joints. Anchor sod on slopes toprevent slippage.C.Thoroughly water sod immediately after installing.Continue watering at frequency necessary to initiate rooting, anduntil the work is accepted by Owner.D.Clean up and remove all debris resulting from soddingactivity and dispose of properly. Restore all areas disturbed bysodding operation to their original condition.6.ACCEPTANCE OF SOD WORKA.Contractor to notify Owner when sod work is complete forreview and punch list.B.Owner to accept work following satisfactory correction ofpunch list items.C.Contractor will maintain all turf areas in a healthy, growingcondition by watering, mowing, and any other maintenancenecessary to establish the lawn, for a minimum of 30 days fromtime of acceptance.D.Any sod that does not show definite growth andestablishment during the 30 days from time of acceptance, shallbe replaced and established at the proper season by theContractor at Contractor's expense.IRRIGATION 1.DESCRIPTIONA.Work includes: design, furnish, and install complete, fully automatic andprogrammable underground irrigation system, capable of alternate datewatering for all landscape areas. The system shall provide full coverage withuniform levels of total precipitation throughout all irrigated areas.B.The system is to include a master valve and water efficient technologiesincluding: a smart controller with a WaterSense label, a flow meter, soilmoisture and/or evapotranspiration (ET) sensors, a rain sensor, and becalibrated to meet all applicable City Codes.C.Dripline to be used in perennial and shrub beds not covered by lawnsprinklers.D.The system is to meet state department of health standards and have abackflow preventer.E.Materials, equipment, and methods of design and installation shall complywith, but not be limited to, the following codes and standards:·All local and state laws and ordinances, and with all the established codesapplicable thereto.·National Electrical Code.·American Society for Testing and Materials (ASTM).·National Sanitation Foundation (NSF).·The best management practices developed by the Irrigation Association.F.The designer shall provide balanced pressure and flow and optimum operatingefficiency.G.The contractor is responsible for obtaining all permits and licenses requiredfor installation of irrigation system.2.QUALITY ASSURANCEA.The irrigation system shall be designed and installed by a contractorspecializing in irrigation work, and will have a minimum of 5 years ofexperience designing and installing systems of similar scope and size.B.The contractor shall maintain a skilled foreman on site during the installationof all work and the foreman will have a Minnesota Power Limited TechnicianLicense.3.SUBMITTALSA.Shop Drawings: submit irrigation plan, product schedule, and specificationsfor review and acceptance.B.Operation and Maintenance Manual: following completion of work, providethe Owner with an operation and maintenance manual of the completesystem in a digital pdf file format and one hard copy.C.As-Built Plan: following completion of work, contractor to furnish Owner ascaled as-built irrigation map, with dimensions as needed, on durable paper orlaminated to be mounted on wall with the main control panel and a digital filein pdf format. The map shall indicate the zones, location of all controls, pipingand depths, heads (including type), drip-lines, valves, connection to waterservice, and other related components.4.PRODUCTSA.Select products suitable to the landscape areas.B.All products and materials used in the system shall be new and professionalgrade.C.Provide sprinkler heads, driplines, electric valves, and automatic controllerfrom one manufacturer: Toro, Rainbird, Hunter Industries, or equal.5.EXECUTIONA.Prior to digging, contractor to have utilities located.B.Water Coverage: Provide uniform water coverage over turf areas and plantingbeds.C.Turf: Turf areas to be irrigated with spray heads. Locate heads to avoidoverspray onto sidewalks, parking areas, signs and buildings.D.Planting Beds: All continuous shrubs, trees, perennial beds to be irrigated witha drip system and spray heads where drip lines are impractical.E.Winterization: System to accommodate winterization by blowing system drywith compressed air.F.Install the irrigation system per contractor's plan and specifications.G.Instructions: Contractor to instruct the Owner in proper operation andmaintenance of the system.H.Cleanup: Replace landscaping disturbed by operations. Cleanup all debris andrestore site to original condition.6.REVIEW AND ACCEPTANCEA.Contractor to test system to a hydrostatic pressure of not less than 100 psi.Remove and replace any components that do not pass test.B.Contractor to contact Owner and perform operational test after system is fullyin place and demonstrate to the Owner that the irrigation system meetscoverage requirements and that automatic controls function properly. Anycorrective work identified shall be completed within two weeks of receipt ofcomments.C.Owner to accept work following: satisfactory completion of any correctivework, receiving hands-on instructions for operation, and receiving as-built planand operation and maintenance manual submittals.7.MAINTENANCEA.Contractor to drain and winterize irrigation system in the fall, following firstyear of operation, and shall put the system back in service the following springas part of the work of this contract at no additional cost to the Owner.8.GUARANTEEA.Warranty irrigation system materials and labor for one year followingacceptance of work by Owner. Contractor to promptly furnish and install, atno cost to Owner, any parts that prove defective in material or workmanship.09.26.2023 - CITY REVIEW COMMENTS
S89°40'55"E 261.50
S00°17'05"W 101.00S89°40'55"E 76.51
S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80Sewer LiftStation
LAUNDRY108 sf
TODDLER TRANSITION
638 sf
14 Children @ 1:7= 2 Staff
COT16 sf
TODDLER #1
639 sf14 Children @ 1:7= 2 Staff
TODDLER #2663 sf14 Children @ 1:7= 2 Staff
TODDLER #3
854 sf21 Children @ 1:7= 3 Staff
INFANT #3
518 sf12 Children @ 1:4= 3 Staff
CRIB RM12 Cribs CRIB RM12 Cribs
INFANT #2
447 sf12 Children @ 1:4= 3 Staff
INFANT #1
446 sf12 Children @ 1:4= 3 Staff
LARGE MOTOR ROOM
117834 Children
PRESCHOOL #1
755 sf20 Children @ 1:10= 2 Staff
PRESCHOOL #2
754 sf20 Children @ 1:10= 2 Staff
PRESCHOOL #3
751 sf20 Children @ 1:10= 2 Staff
PRESCHOOL #4
1171 sf30 Children @ 1:10= 3 Staff
SPECIALNEEDS OFFICE
285 sf
@ 1:150 = 2 Staff
COT21 sf
COT16 sfCOT16 sf
CRIB RM12 Cribs
KITCHEN
313 sf
SPRINKLER RM102 sf
TOT 2 TLT47 sf
TOT 3 TLT93 sf
HC TOT TRANS TLT47 sf
HC TOT 1 TLT
47 sf
STORAGE
94 sf
HALL D173 sf
LOBBY570 sf
RECEPTION
103 sf
VESTIBULE
50 sf
OFFICE
138 sf
HALL A
420 sf
MECHANICAL RM264 sf
ADULTHC UNISEX51 sf
ADULTUNISEX44 sf
HALL B
450 sf
HALL C
373 sf
PRE 4 TLT31 sf
HC PRE 4 TLT31 sf
COTS
21 sf
CONF RM
1171 sf241 sf net @ 1:15= 16 seats
STAFF RM
232 sf
JANITOR35 sf
HC PRE 3 TLT43 sf
PRE 3 TLT
31 sf
COTS16 sf
HC PRE 2 TLT43 sf
PRE 2 TLT31 sf
COTS16 sf
HC PRE 2 TLT43 sf
PRE 2 TLT31 sf
COTS16 sf
REARVESTIBULE30 sf
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT INFORMATION:
Sheet No
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
09.12.2023
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2023 RYLAUR, LLCC
A001
SITE PLAN
129'-4"129'-4"1 SITE PLAN
SCALE: 1" = 20'-0"
PRE PLAY
9440 SF
125 Children
TOT PLAY
3640 SF
48 Children
INFANT YARD
1020 SF = 13
8
3
3 6
TE
10
SITE PLAN KEYNOTES#
INFANT PLAY YARD w/NATURAL GRASS
Entire Yard = 1020 sf @ 75 per child = 13 kids1
5 Stalls @ 9'-0" = 47'-0"9'-0"4 Stalls @ 9'-0" = 36'-0"11'-9"1 Stall @7 Stalls @ 9'-0" = 63'-0"± 9'-11"
3 Stalls @ 9'= 27'-0"± 25'-4"26'-0"18'-0"8'-0"
7'-8"11'-4"16'-0"3 Stalls @ 9' = 27'-0"28'-0"6 Stalls @ 9'-0" = 54'-0"± 19'-7"
12 Stalls @ 9'-0" = 108'-0"± 9'-2"
13
TODDLER PLAY YARD w/FALLZONE MATERIAL
Entire Yard = 3640 @ 75 sf per child = 48 kids2
PRESCHOOL PLAY YARD w/FALLZONE MATERIAL
Entire Yard = 9440 sf @ 75 sf per child = 125 kids3
NEW FIRE DEPARTMENT CONNECTION - INSTALL NEW FIRE
LINE INTO BUILDING FOR NEW FIRE SPRINKLER SYSTEM15
NEW EXIT DOOR & STOOP5
NEW CONC. SIDEWALK6
NEW CONC. PLAZA7
4 LANDSCAPE AREA
8 EXISTING MONUMENT SIGN TO BE REFURISHED
REPLACE ILLUMINATE SIGN BOX
9 NEW OPEN AIR TRASH ENCLOSURE
NEW YARD YARD FENCE11
NEW PLAY YARD GATE w/POOL ALARM12
SITE DEMO KEYNOTES
DEMOLISH ALL EXISTING PERIMETER
CONC. SIDEWALKS
DEMOLISH EXISTING FRONT ENTRY CONC.
REMOVE LANDSCAPING AS NEEDED
1
#
2
3
1
4
REMOVE EXISTING FENCE
4
EXISTING PARKING LOT AREA TO BE ABANDONED
FOR THE INSTALLATION OF NEW PLAY YARDS6
6
6
PARKING LOT STALLS TO BE RE-STRIPED
AS INDICATED FOR 43 NEW PARKING STALLS7
7
7
HANDICAP ACCESS ISLE13
STRIPE OFF PAVEMENT
TO INDICATE NO PARKING ZONE14
10 CONCRETE APRON & ENCLOSURE PAVEMENT PAD
1
1
2
4
ABANDONED / CLOSE OFF EXISTING CURB CUT8
8
1
2 3
15
5
5
5
5
5 5 5
5
6
6
6
6
6
7
7
5
3
5
8
910
11
11
11
11
11
11
6
12
1212
12
12
12
13
14
14
NEW HORIZON ACADEMY
7000 57th AVENUE NORTH
CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N.
PLYMOUTH, MN 55447
HANDICAP PARKING SIGN16
16
REMOVE DROP BOX & HC PARKING SIGNS
4
4
4
BICYCLE RACK17
17
4
11
11
11
FIRE DEPARTMENT LOCK BOX (at front entry door)
CITY TO PROVIDED SPECIFIC LOCK BOX ORDER FORM18
18
AREA OF REFUGE WITHIN PLAY YARD CAN ACCOMODATE
675 OCCUPANTS. 3379 SF / 5 sf per Occ = 675
AREA OUTLINED IN PINK DASHED LINE
19
50'-0"Area of Refuge
19 Area of Refuge19
4
4
4
4
City Review Comments 09.26.23
5 5 5
5
19'-11 3/8" Hall
Sewer LiftStation
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT INFORMATION:
Sheet No
NEW HORIZON ACADEMY
7000 57th AVENUE NORTH
CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N.
PLYMOUTH, MN 55447
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
09.12.2023
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2023 RYLAUR, LLCC
D101
DEMO PLAN
129'-4"129'-4"1 DEMO PLAN
SCALE: 1/8" = 1'-0"
EXISTING SEWER
LIFT STATION TO
REMAIN AS IS
DEMO PLAN KEYNOTES
DEMOLISH ALL EXISTING PERIMETER
CONC. SIDEWALKS
DEMOLISH EXISTING FRONT ENTRY CONC.
REMOVE LANDSCAPING AS NEEDED
1
#
2
3 REMOVE EXISTING FENCE
4
REMOVE WINDOW AND WALL BELOW SILL
FOR THE INSTALLATION OF NEW EXIT DOOR6
5 REMOVE DROP BOX & HC PARKING SIGNS
1
1
1
1
1
2
2
3
4
4
4
5
6
6
6
6
6
6 6 6
REMOVE EXISTING MASONRY KNOCK OUT WALL
FOR THE INSTALLATION OF NEW STOREFRONT7
7
6
REMOVE EXISTING ENTRY VESTIBULE DOORS
FOR THE INSTALLATION OF NEW STOREFRONT8
8
6
6 66
City Review Comments 09.26.23
4
4
4
4
4
4
Sewer LiftStation
LAUNDRY
108 sf
TODDLER TRANSITION
638 sf
14 Children @ 1:7
= 2 Staff
COT
16 sf
TODDLER #1
639 sf
14 Children @ 1:7= 2 Staff
TODDLER #2
663 sf
14 Children @ 1:7
= 2 Staff
TODDLER #3
854 sf
21 Children @ 1:7
= 3 Staff
INFANT #3
518 sf
12 Children @ 1:4
= 3 Staff
CRIB RM
12 Cribs
CRIB RM
12 Cribs
INFANT #2
447 sf
12 Children @ 1:4
= 3 Staff
INFANT #1
446 sf
12 Children @ 1:4
= 3 Staff
LARGE MOTOR ROOM
1178
34 Children
PRESCHOOL #1
755 sf
20 Children @ 1:10
= 2 Staff
PRESCHOOL #2
754 sf
20 Children @ 1:10
= 2 Staff
PRESCHOOL #3
751 sf
20 Children @ 1:10
= 2 Staff
PRESCHOOL #4
1171 sf
30 Children @ 1:10
= 3 Staff
SPECIALNEEDS OFFICE
285 sf
@ 1:150 = 2 Staff
COT
21 sf
COT
16 sf
COT
16 sf
CRIB RM
12 Cribs
KITCHEN
313 sf
SPRINKLER RM
102 sf
TOT 2 TLT
47 sf
TOT 3 TLT
93 sf
HC TOT TRANS TLT
47 sf
HC TOT 1 TLT
47 sf
STORAGE
94 sf
HALL D
173 sf
LOBBY
570 sf
RECEPTION
103 sf
VESTIBULE
50 sf
OFFICE
138 sf
HALL A
420 sf
MECHANICAL RM
264 sf
ADULT
HC UNISEX
51 sf
ADULT
UNISEX
44 sf
HALL B
450 sf
HALL C
373 sf
PRE 4 TLT
31 sf
HC PRE 4 TLT
31 sf
COTS
21 sf
CONF RM
1171 sf
241 sf net @ 1:15
= 16 seats
STAFF RM
232 sf
JANITOR
35 sf
HC PRE 3 TLT
43 sf
PRE 3 TLT
31 sf
COTS
16 sf
HC PRE 2 TLT
43 sf
PRE 2 TLT
31 sf
COTS
16 sf
HC PRE 2 TLT
43 sf
PRE 2 TLT
31 sf
COTS
16 sf
REAR
VESTIBULE
30 sf
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT INFORMATION:
Sheet No
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
09.12.2023
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2023 RYLAUR, LLCC
A101
FLOOR PLAN
129'-4"129'-4"1 FLOOR PLAN
SCALE: 1/8" = 1'-0"
NEW HORIZON ACADEMY
7000 57th AVENUE NORTH
CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N.
PLYMOUTH, MN 55447
FLOOR PLAN KEYNOTES
MODIFY EXISTING OPENING FOR THE INSTALLATION
OF NEW EXIT DOOR & INSTALL CONC. STOOP
#
1
GENERAL NOTES
A.NEW FIRE LINE SERVICE TO BE BROUGHT INTO BUILDING
FOR THE INSTALLATION OF FIRE SPRINKLER SYSTEM
1
1
1
1 1 1
1
1
NEW FIRE DEPARTMENT CONNECTION.
INSTALL NEW FIRE LINE INTO BUILDING FOR NEW
FIRE SPRINKLER SYSTEM
2
2
1
A120
BIKE RACK3
3
NEW CANOPY FACADE ABOVE4
NEW CANOPY COLUMN5
4
5
NEW HANDICAP PARKING SIGN
Btm/Sign between 60" to 66" Above Pavement6
NEW HANDICAP ACCESS AISLE7
NEW HANDICAP ACCESS AISLE8
6
6
7
1
1 1 1
City Review Comments 09.26.23
1
FIRE DEPARTMENT LOCK BOX - CITY TO PROVIDE
SPECIFIC LOCK BOX ORDER FORM. PROVIDE KEYS FOR
THE LOCK BOX
9
9
19'-11 3/8" Hall
(20'-0" Maximum)
A
A201
B
A120
T/Parapet
6'-11"
Trash Encl
Conc. Slab
T/Footing
See Struct
(Above Slab)
9 COURSES 8" high x 8" thick
RIBBED ROCKFACE BLOCK,
STAINED TO MATCH COLOR #4
8" high x 8" thick CONC.
BLOCK FOUNDATION WALL
PER STRUCTURAL
TOP COURSE TO BE
8" high x 8" thick SMOOTH
BURNISHED CONC. BLOCK
MATCH COLOR #4
METAL CAP FLASHING
COLOR #1
(2) 2x TREATED WALL CAP
PITCH TOP PLATE TO
DRAIN INTO ENCLOSURE
CONC. APRON ON
COMPACTED BASE
PAVEMENT
CONC. TRASH ENCLOSURE
SLAB - SEE STRUCTURAL
A
A201
SEE A/A120 FOR TRASH ENCLOSURE PLAN
SEE A/A201 FOR TRASH ENCLOSURE ELEVATION
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT INFORMATION:
Sheet No
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
09.12.2023
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2023 RYLAUR, LLCC
A120
ROOF PLAN
1 ROOF PLAN
SCALE: 1/8" = 1'-0"
NEW HORIZON ACADEMY
7000 57th AVENUE NORTH
CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N.
PLYMOUTH, MN 55447
FLOOR PLAN KEYNOTES
EXISTING RTU TO BE REPLACED
#
1
GENERAL NOTES
A.PARAPET SCREEN WING WALL LENGTH TO BE COORDINATED
w/ACTUAL RTU SIZE
1
NEW RTU LOCATION
SEE GENERAL NOTE A2
T/Screening
Parapet = 16'-0"
T/Raised
Parapet = 14'-0"
T/Raised
Parapet = 14'-0"
T/Raised
Parapet = 14'-0"
T/Raised
Parapet = 14'-0"
T/Raised
Parapet = 14'-0"
T/Raised
Parapet = 14'-0"
T/Raised
Parapet = 14'-0"
T/Raised
Parapet = 14'-0"
T/Raised
Parapet = 14'-0"
T/Raised
Parapet = 14'-0"
Sloped Parapet
from 18' to 14'
Sloped Parapet
from 18' to 14'
2
2
1 1
1
1
1
4
NEW MAKE UP AIR UNIT3
PARAPET SCREEN WING
WALL - SEE GENERAL
NOTE A - TYP.
PARAPET SCREEN WING
WALL - SEE GENERAL
NOTE A - TYP.
T/Existing
Parapet = 12'-0"
T/Existing
Parapet = 12'-0"
T/Existing
Parapet = 12'-0"
T/Existing
Parapet = 12'-0"
Refer to Exterior Elevations on Sht A201
ALUMINUM & METAL FINISH
Mnfgr: Rollex or Equal
Color: DARK BRONZE
1
EXTERIOR INSULATION FINISH SYSTEM (EIFS)
Mnfgr: Sto or Equal Manufacturer
Color:WINTER WALK By Sherwin Williams SW
2
ACCENT BAND & ACCENT SQUARES
Type:Metal Accent Band & Glazed Conc. Block
Color:Pantone 301
3
STAINED RIBBED WALL PANEL
Mnfgr:T.B.D.
Color:OAK LEAF BROWN By Sherwin Williams SW 7084
Or Similar. Color to be shade darker than Adaptive Shade
by Sherwin Williams due to fade
4
STONE VENEER
Mnfgr:Cultured Stone
Color:CHARDONNAY
Type:Southern Ledgestone
5
TRASH ENCLOSURE GATE
Mnfgr:Trex Fencing
Color:WOODLAND BROWN
6
EXTERIOR MATERIAL LEGEND
EXISTING ROOF HATCH4
3
A ENCLOSURE PLAN
SCALE: 1/4" = 1'-0"
TRASH
B ENCLOSURE SECTION
SCALE: 1/4" = 1'-0"
TRASH 11'-4"16'-0"
3'-0"10'-0"3'-0"
BOLLARD
PAINT COLOR #1
City Review Comments 09.26.23
7000
Window Sill
1'-4" nominal affFloor Slab
0'-0"
Window Head
8'-0" nominal aff
T/Parapet
+/- 12'-0" aff
N E W H O R I Z O N
A C A D E M Y
T/Raised
Parapet
14'-0" aff
T/Canopy Facade
+/- 18'-0" aff
N E W H O R I Z O N
A C A D E M Y
Window Sill
1'-4" nominal aff
Floor Slab
0'-0"
Window Head
8'-0" nominal aff
T/Parapet
+/- 12'-0" aff
T/Raised Parapet
14'-0" aff
T/Raised Parapet
16'-0" aff
N E W H O R I Z O N
A C A D E M Y
N E W H O R I Z O N
A C A D E M Y
Window Sill
1'-4" nominal aff
Floor Slab
0'-0"
Window Head
8'-0" nominal aff
T/Parapet
+/- 12'-0" aff
T/Raised Parapet
14'-0" aff
Window Sill
1'-4" nominal aff
Floor Slab
0'-0"
Window Head
8'-0" nominal aff
T/Parapet
+/- 12'-0" aff
Pavement
T/Parapet
6'-11"
T/Raised Parapet
14'-0" aff
7000
T/Raised
Parapet
16'-0" aff
N E W H O R I Z O N
A C A D E M Y
Btm/
Canopy
Facade
9'-6" aff
T/Canopy Facade
+/- 18'-0" aff
N E W H O R I Z O N
A C A D E M Y
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT INFORMATION:
Sheet No
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
09.12.2023
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2023 RYLAUR, LLCC
A201
EXTERIOR ELEVATIONS
2 EAST ENTRANCE ELEVATION
SCALE: 3/16" = 1'-0"
3 WEST ELEVATION
SCALE: 3/16" = 1'-0"
4 NORTH ELEVATION
SCALE: 1/8" = 1'-0"
1 SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
NEW HORIZON ACADEMY
7000 57th AVENUE NORTH
CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N.
PLYMOUTH, MN 55447
ELEVATION KEYNOTES
NEW EXIT DOOR & STOOP w/NEW SURROUNDING
CONC. SIDEWALK AT EXIT ELEVATION COLOR #11
#
1 1 1
1 1 1 1
NEW ALUMINUM STOREFRONT ENTRANCE DOORS
COLOR #12
2
NEW ALUMINUM STOREFRONT WINDOW
COLOR #13
5
7 NEW METAL PANEL WALL FACADE
COLOR #1
9
NEW FURRED OUT METAL ACCENT BAND w/INTEGRAL
FLASHING WINDOW HEAD FLASHING
COLOR #3
11
9
4
NEW HOLLOW METAL SERVICE DOOR
COLOR #14
NEW METAL PARAPET CAP FLASHING
COLOR #1
8
NEW EIFS CANOPY FACADE
REMOVE EXISTING CANOPY STRUCTURE
AS NEEDED COLOR #2
6 NEW METAL CAP FLASHING OVER RIBBED PANEL
COLOR #1
EXTENDED PARAPET w/NEW EIFS FACADE
COLOR #2
5
11
28'-0"
9
28'-0"New Tapered Entry Canopy
8
55
1
GENERAL NOTES
A.REPLACE ALL EXISTING WINDOWS w/NEW ALUMINUM
STOREFRONT, COLOR #1
B.SEE PHOTOMETRIC DRAWING FOR EXTERIOR LIGHTING
C.SEE SHEET A120 FOR EXTERIOR MATERIAL FINISH LEGEND
D.SEE 1/A301 FOR RTU SIGHTLINE STUDY BUILDING SECTION
2
9
TYP.
NEW GLAZED ACCENT BLOCKS
COLOR #312
12
STAIN EXISTING RIBBED WALL PANELS
COLOR #4
14
NEW MANUFACTURED STONE VENEER
COLOR #515
14 TYP.15 TYP.
15
NEW STONE PILLAR
w/DARK BRONZE METAL CAP
COLOR #5
16
16
NEW TUBE STEEL SUPPORT COLUMN
COLOR #313
13
7
17
METAL SIGN BASE
19NEW METAL ACCENT
BAND, COLOR #3
NEW METAL ACCENT
BAND, COLOR #3
NEW ILLUMINATED
SIGN BOX
NEW DARK BRONZE METAL TOPPER
w/WHITE ADDRESS LETTERS
NEW PLANTINGS
AROUND BASE - SEE LANDSCAPE PLAN
NEW CMU TRASH ENCLOSURE w/STAINED
RIBBED ROCKFACE BLOCK FACADE
COLOR #4
18
19
TRASH ENCLOSURE COMPOSITE
GATE DOORS
COLOR #6
REFURBISH EXISTING MONUMENT SIGN
w/NEW ILLUMINATED SIGN BOX
17
518
B REFURISHED MONUMENT SIGN
SCALE: 1/8" = 1'-0"
A ENCLOSURE ELEVATION
SCALE: 1/8" = 1'-0"
TRASH
20
ADDRESS NUMBERS APPROX. 9" tall (t.b.d.)
BLUE NUMBERS AGAINST COLOR 2, WINTER WALK.
REFERENCE EXTERIOR MATERIAL LEGEND ON A120
21
EXTERIOR SIGN AT EAST MAIN BUILDING ENTRANCE
100 SF ALLOWED
35 SF SHOWN
20
21
22
22
Control
Joint
7
10
EXTENDED PARAPET RTU SCREEN WALL
w/NEW EIFS FACADE
COLOR #2
28'-0"28'-0"28'-0"
9 10 9
28'-0"28'-0"28'-0"
10 99
28'-0"28'-0"28'-0"
9 9 9
55510Beyond
20
16
13
9
Beyond
9Beyond
7 7
9Beyond 8Beyond21
1415TYP.TYP.
3Installed
into Existing
Knockout Wall 3 TYP.
3 TYP.
6TYP.
11 TYP.9Beyond
10Beyond
9Beyond 9
Beyond
9
Beyond
6 TYP.5
10 Beyond
9 Beyond
10 Beyond
9 Beyond
10
Beyond
10
Beyond
9Beyond
9Beyond
8
Beyond
5 21 5 5 7
11 TYP.
14 TYP.15 TYP.3 TYP.
14 TYP.15 TYP.3 TYP.
9
Beyond
5 5 6TYP.
6 TYP.
55
5
711TYP.9
Beyond
23
FIRE DEPARTMENT LOCK BOX - CITY TO PROVIDE
SPECIFIC LOCK BOX ORDER FORM. PROVIDE KEYS FOR
THE LOCK BOX
23
TOP COURSE TO BE
SMOOTH BURNISHED
BLOCK, COLOR #4
1
111
City Review Comments 09.26.23
B
A120 SEE A/A120 FOR PLAN
NEW FIRE DEPARTMENT CONNECTION
1.5" metal deck 1.5" metal deck
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
PROJECT INFORMATION:
CLIENT INFORMATION:
Sheet No
NEW HORIZON ACADEMY
7000 57th AVENUE NORTH
CRYSTAL, MN 55428
NEW HORIZON ACADEMY
3405 ANNAPOLIS LANE N.
PLYMOUTH, MN 55447
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
09.12.2023
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2023 RYLAUR, LLCC
A301
BUILDING SECTION
w/SIGHTLINE STUDY
City Review Comments 09.26.23
1 BUIDING SECTION WITH SIGHTLINE STUDY
SCALE: 3/32" = 1'-0"P R O P E R T Y L I N ET/Raised Parapet
16'-0" aff
Floor Slab
0'-0"
T/Canopy Facade
18'-0" aff
Floor Slab
0'-0"
Front Parapet at 16'-0" aff in Foreground
RTU's Screened by New Raised Parapet & Wing Walls
See Roof Plan on A120
Covered Walkway Roof
See Sheet A120
New Canopy Column
New Canopy
Facade
See Sht A201
New Canopy Facade
See Sheet A201
L I N E S I G H T F R O M P R O
P
E
R
T
Y
L
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UDC AMENDMENTS
PAGE 1 OF 7
__________________________________________________________________________
FROM: Dan Olson, City Planner
TO: Planning Commission (for October 9 meeting)
DATE: October 3, 2023
RE: PUBLIC HEARING. Miscellaneous amendments to the Unified Development
Code (Application Number 2023 - 07)
__________________________________________________________________________
A. BACKGROUND
Staff is requesting miscellaneous amendments to the unified development code (UDC),
including two property rezonings at 3601 and 3443 Douglas Drive North. Most of the
proposed text amendments are corrections or clarifications, brought about by things we
learned while administering the UDC’s requirements.
Public hearing.
Notice of the October 9 public hearing for the UDC amendments was published in the
Sun Post on September 28, and posted to all neighborhoods on Nextdoor.
In addition, for the two proposed property rezonings, a notice was mailed to owners,
renters and business tenants within 500 feet of each property (see attachment A). A
sign was also posted on each property.
Previous Planning Commission and City Council review.
➢ At the August 14, 2023 Planning Commission meeting the Commission
discussed the proposed text amendments and recommended minor wording
changes to clarify the requirements. Those changes have been described in
section B, below, and incorporated into attachment B.
➢ At the September 14, 2023 City Council Work Session, Council reviewed the
amendments, including those added after the Planning Commission meeting,
and their comments are described in section B, below, and incorporated into
attachment B.
PLANNING COMMISSION STAFF REPORT
UDC Amendments
UDC AMENDMENTS
PAGE 2 OF 7
Additional amendments after Planning Commission meeting.
Since the Planning Commission meeting staff has also added the following
amendments, which are fully described in this staff report:
1. Property rezonings. Rezone two properties at 3601 and 3443 Douglas Dr N to
accurately reflect current and proposed uses of those properties.
2. Requirements for micro-unit dwellings. The 2023 state legislature mandated
that cities allow religious institutions to provide smaller housing units for
chronically homeless and extremely low-income persons. At the July 10, 2023
Planning Commission meeting, staff briefed the Commission on the new statute
but did not have draft ordinance language ready until the September 14th Council
Work Session.
3. Nursery/preschools in Town Center (TC). The amendment allows for the two
existing preschools and future preschools to be legally conforming in the TC
district.
4. Townhomes in TC district. Allow townhomes in the TC district if they are part
of an apartment development, allowing housing diversity within the required
densities.
5. Motor vehicle/RV licensing. The amendment requires motor vehicles and RV’s
to be licensed when on parked outdoors on private property. Staff would like
input from the Planning Commission on the following question relating to this
amendment:
Question: Should we exempt one-and-two family dwellings from this
requirement?
6. Exterior materials for carports. The amendment clarifies that exterior material
requirements apply not only to garages, but also carports.
7. Outdoor sales. At the request of City Council at their September 14th work
session, this amendment extends the length of temporary outdoor sales from 180
days per calendar year to 270 days to match the time allowed for outdoor dining.
Attachments:
A. For property rezonings, site location and public hearing mailing notice map
B. Proposed UDC text amendments
C. State Statute 327.30 (Micro-unit dwellings)
UDC AMENDMENTS
PAGE 3 OF 7
B. PROPOSED TEXT AMENDMENTS
1. Town Center amendments.
➢ Ground floor height (page 51). Clarifies that the height requirement for a ground
floor in the town center zoning districts is greater only if a non-residential use is
proposed for that floor.
➢ Façade glazing (page 52). Clarifies that the percentage requirement for ground
floor glazing in the town center zoning districts is greater only if a non-residential
use is proposed for the ground floor.
Planning Commission change. Clarify that all non-residential floors will require
50% glazing and residential floors will require 30%, regardless of the floor
location within the building.
➢ Street/pedestrian locations (pages 53, 72 and 73). Clarifies that new connections
in the town center districts can be either street or pedestrian connections and do
not need to be city streets.
Planning Commission change. The last line should be revised to read “The city
will consider alternate street locations or pedestrian connections that achieve this
intent”. The figure should also be labeled as “hypothetical” locations.
➢ Parking lot screening (page 134). Screening requirements within the town center
districts may be altered if driveway visibility would be impaired.
Planning Commission change. In speaking of driveway visibility, reference the
city’s visibility requirements in chapter 8 of the city code.
➢ Building setbacks (page 115). Increases the minimum rear setback in the town
center districts from 3 to 5 feet.
➢ One-family attached dwellings (pages 75, 79). Attached one-family dwellings
(townhomes) are allowed in the TC if they are included as part of a multi-family
apartment development.
➢ Nursery or preschools (pages 77, 94, and 126). Since there are two pre-existing
nursery or preschools in the TC district, this amendment allows that use as a
conditional use in the TC district (it is already allowed in the TC-PD district). An
additional amendment allows fencing for outdoor play areas for nursery or
preschools.
2. Definition of gross density (page 10). A definition is added to clarify how gross density
is calculated.
3. Consistent use of word “multiple” (pages 11, 19, 49, 75, 129, 132, 136, 147, 178, 181,
and 182). The word “multiple” pertaining to “multiple family dwellings” and “multiple
tenant buildings” is used inconsistently. At times the word “multi” was used, while other
times “multiple” was used. The amendment is to create consistency with the use of this
term.
4. Specialized care facility (page 23). Delete the term “housing with services establishment”
since that phrase was replaced in 2021 with “assisted living facility” by the MN Dept. of
Health.
UDC AMENDMENTS
PAGE 4 OF 7
5. Floor area for alcohol sales in restaurants (pages 76, 81 and 82). Since the limitation is
rarely, if ever, exceeded, this amendment deletes the limitation for the amount of floor
space devoted to on-sale liquor, wine or beer.
6. Waste container enclosure (pages 94 and 135). Requires waste container enclosures,
such as dumpster enclosures. Use-specific standards are found in the screening
requirements of the UDC, except for one and two family dwellings.
7. Exterior building materials for carports (page 98). The amendment clarifies that exterior
material requirements apply not only to garages, but also carports.
8. Outdoor dining and sales (page 102). Clarifies that a CUP is only required if the
duration exceeds the limits for a temporary use. Also extends the length of temporary
outdoor sales from 180 days per calendar year to 270 days to match the time allowed
for outdoor dining
9. Building setbacks (page 115). Reduces the required setback from 15 to 10 feet for the
interior side yard in the R-2 district and for the corner side yard in the commercial and
industrial districts.
10. Understory tree size requirements (page 128). Reduces the minimum size for newly
planted trees from 2 to 1.5 inches for understory, small maturing, or ornamental trees.
Planning Commission comment. The Commission requested that staff research
whether reducing the understory tree size will reduce the likelihood of a tree’s survival.
Staff consulted with the city’s tree expert in Public Works who verified that understory
tree survival will not be impacted by reducing the minimum tree size from 2” to 1.5”.
11. Parking lot screening (page 133). Those parking lots set back a significant distance
from the street and that are not adjacent to a residential use would not be subject to
screening requirements.
12. Landscaping requirements (page 134). Clarifies the gross area of a parking lot and to
correct an internal inconsistency relating to tree size requirements.
13. Roof-mounted mechanical equipment (page 135). Exempts one-and-two family
dwellings from screening requirements for rooftop mechanical equipment.
14. Off-street parking (page 139). City code section 1325 allows motor and recreational
vehicles to be parked or stored outdoors as long as they are “currently licensed as
required by law”. Since Minnesota statutes do not require that vehicles or recreational
vehicles be licensed if on private property, this regulation to require such licensing is
added to the off-street parking requirements of the UDC. Since the Planning
Commission meeting staff has added text to exempt lawful vehicles sales businesses.
Staff would like input from the Planning Commission on the following question relating to
this amendment:
Question: Should we exempt one-and-two family dwellings from this
requirement?
15. Driveway access for parking lots (page 148). Clarifies that the requirement to set back
a parking lot feature is only applicable on busier streets (collector or arterial streets).
16. Compact vehicle spaces (pages 149-150). Removes the minimum number of compact
parking spaces for larger parking lots, while retaining the maximum number.
17. Civil engineer (page 151). Allows for a civil engineer, in addition to a transportation
engineer, to prepare a parking study.
UDC AMENDMENTS
PAGE 5 OF 7
18. Park dedication cash payment (page 173). In calculating the park dedication cash
payment for a residential development, the City Council will consider the previous
commercial use which may result in a reduced park dedication fee.
19. Sign code (pages 22, 174, 180, 181). Corrects a typo for off-premise sign
requirements, clarifies the city’s practice of not requiring a sign permit for a menu board
sign, and allows greater height limits for commercial monument signs.
20. Micro-unit dwellings (pages 16, 93, 98 99, and 120). In 2023 the state legislature
adopted a statute that mandates cities allow religious institutions to create micro-unit
dwellings for chronically homeless and extremely low-income persons (attachment C).
The legislation goes into effect January 1, 2024.
The legislation allows the use to be permitted without the need for City Council approval
or to require that a conditional use permit (CUP) be approved before the dwelling unit is
allowed. Conditions of approval cannot be added to the CUP permit. Staff is proposing
that the use be conditional in the R-1, R-2, R-3, Commercial and Industrial zoning
districts and has proposed use-specific standards for the use.
C. TWO PROPERTY REZONINGS
In addition to the UDC text amendments, staff is proposing two property rezonings to
accurately reflect current and proposed uses of those properties. The following is
additional information about these two properties.
3601 Douglas Drive N.
3601
Douglas
Dr N
UDC AMENDMENTS
PAGE 6 OF 7
➢ Current zoning. The property is zoned Commercial, but is the location of a two-
family dwelling constructed in 1959.
➢ Proposed zoning. Staff is proposing to rezone the property to Low Density
Residential (R-1). The property is guided as low density residential in the city’s
Comprehensive Plan. The property owner is in agreement with the proposed
change.
➢ Rationale for rezoning. Staff has been unable to determine when the property
was zoned Commercial. The property was presumably zoned Commercial so
that all four corners at the intersection of 36th and Douglas Dr N would eventually
be redeveloped in the 1970s for commercial purposes. Given that the dwelling
has been in existence over 60 years, and is adjacent to low density residential, it
is unlikely to be redeveloped for a commercial use.
➢ Dimensional and setback requirements. The existing lot meets lot area, width
and depth requirements for a two-family dwelling in the R-1 district.
o The dwelling meets all required minimum setbacks, except for the front
setback of 30’. In 1986 Hennepin County obtained 11’ of additional right-
of-way along Douglas Drive to create a turn lane. Prior to this acquisition,
the dwelling met the required setback.
o The dwelling is defined as legally nonconforming due to the front setback.
This is an existing condition and the rezoning does not increase the
nonconformity because the front setback is the same in the R-1 and C
districts.
3443 Douglas Dr N.
3443 Douglas Dr N
UDC AMENDMENTS
PAGE 7 OF 7
➢ Current zoning. The vacant property is owned by the City’s Economic
Development Authority (EDA) and is zoned Commercial.
➢ Proposed zoning. Staff is proposing to rezone the property to Medium Density
Residential (R-2). The property is guided as medium density residential in the
city’s Comprehensive Plan.
➢ Rationale for rezoning. The property has been vacant since 2010 when the home
was demolished. The property was rezoned to Commercial in 2013 with the aim
of redeveloping it along with the office building north of the property. That
property, 3501 Douglas Drive N, was redeveloped as the Suite Living assisted
living facility in 2020 without including 3443 Douglas. Given that a commercial
use for this property is no longer desired, a residential use would be appropriate
and compatible with the properties to the south and west. The property could be
developed for a three-unit residential building under R-2 zoning or developed as
townhomes if rezoned Planned Development (PD) upon receipt of such a
proposal from a developer.
D. REQUESTED ACTION
The Planning Commission is asked to make a recommendation to the City Council to
either deny or approve the proposed UDC text amendments and two property
rezonings. Staff recommends approval of the amendments and the rezonings.
The following is the proposed schedule for adopting a new ordinance:
Oct. 17 Council considers first reading of ordinance
Nov. 7 Council considers second reading and adoption
Nov. 16 Summary of ordinance published
Dec. 16 Effective date of ordinance
Site Location and Public Hearing Notice Mailing Map
3601 Douglas Dr N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
Site Location and Public Hearing Notice Mailing Map
3443 Douglas Dr N
4141 Douglas Dr. N.
Crystal MN 55422
10
Subd. 35. Commercial storage building. “Commercial storage building” means a detached
accessory building that is over 200 square feet in size and used primarily for storage for a commercial
business. For the purposes of this UDC, commercial storage buildings are not synonymous with self-storage
facilities.
Subd. 36. Comprehensive plan. “Comprehensive plan” means the formally adopted comprehensive
development plan of the city, composed of maps, charts, diagrams, and text describing the recommended
policies and programs to guide the city’s future development and redevelopment.
Subd. 37. Control measure. “Control measure” means a practice or combination of practices to
control erosion and attendant pollution.
Subd. 38. Critical facilities. “Critical facilities” means facilities necessary to a community’s public
health and safety, those that store or produce highly volatile, toxic or water-reactive materials, and those
that house occupants that may be insufficiently mobile to avoid loss of life or injury. Examples of critical
facilities include schools, daycare facilities, nursing homes, fire and police stations, wastewater treatment
facilities, public electric utilities, water plants, fuel storage facilities, and waste handling and storage
facilities.
Subd. 39. Curb cut. “Curb cut” has the meaning given it in the Crystal city code, chapter VIII.
Subd. 40. Day care facilities, Adult. “Day care facilities, Adult” means a facility providing care for
the elderly or functionally-impaired adults in a protective setting for a portion of the day. For day care
facilities for children, see “Day care facilities, in-home”, Day care, group family facilities” and “Schools,
nursery or preschool”.
Subd. 41. Day care facilities, in-home. “Day care facilities, in-home” means a day care facility
under rules and statutes of the State of Minnesota serving and providing care to 12 or fewer children.
Subd. 42. Day care, group family facilities. “Day care, group family facilities” means a facility
licensed under Minnesota Rules, parts 9502.0315 to 9502.0445 and which serves 14 or fewer children.
Subd. 43. Deck, detached. “Deck, detached” means a freestanding deck which does not utilize the
exterior wall of the principal structure for support.
Subd. 44. Density, gross. “Density, gross” means the number of dwelling units divided by the gross
area of the development, which includes the adjacent halves of any street rights-of-way bounding or
abutting the development area, and all rights-of-way interior to the development area.
Subd. 4445. Detention facility. “Detention facility” means a permanent natural or man-made
structure, including wetlands, for the temporary storage of runoff which contains a permanent pool of
stormwater.
Subd. 4546. Development. “Development” means any manmade change to improved or
unimproved real estate, including buildings or other structures, dredging, filling, grading, paving,
excavation, or drilling operations, or storage of equipment or materials.
Subd. 4647. Driveway. “Driveway” has the meaning given it in the Crystal city code, chapter VIII.
Subd. 4748. Driveway approach. “Driveway approach” has the meaning given it in the Crystal city
code, chapter VIII.
Attachment B
11
Subd. 4849. Drive-through establishment. “Drive-through establishment” means any portion of a
building, structure or property from which business is transacted, or is capable of being transacted, directly
with customers located in a motor vehicle.
Subd. 4950. Dwelling. “Dwelling” means a building or portion thereof used exclusively for
residential purposes, forming a habitable unit for one family. Garages, tents, and accessory structures shall
not be considered dwellings and shall at no time be used as a dwelling, either temporarily or permanently.
Tents may be used for recreational purposes.
Subd. 5051. Dwelling, multiple family. “Dwelling, multiple family” means a building designed
with three or more dwellings exclusively for occupancy by three or more families living independently of
each other.
Subd. 5152. Dwelling, one-family attached. “Dwelling, one-family attached” means a building,
such as townhouses or row houses, containing dwellings in which:
(a) Each dwelling is located on its own parcel;
(b) Each dwelling is attached to another by party walls without openings; and
(c) Each dwelling has primary ground floor access to the outside.
Subd. 5253. Dwelling, one-family detached. “Dwelling, one-family detached” means a residential
building containing not more than one dwelling entirely surrounded by open space on the same lot.
Subd. 5354. Dwelling, two-family. “Dwelling, two-family” means a building designed exclusively
for occupancy by two families living independently of each other and which is typically referred to as a
double bungalow or duplex, where the entire building is located on a single lot.
Subd. 5455. Easement. “Easement” means a grant by a property owner to either the public or an
individual for the use of the owner’s property for certain specified purposes (i.e., drives, utilities, etc.).
Subd. 5556. Equal degree of encroachment. “Equal degree of encroachment” means a method of
determining the location of floodway boundaries so that floodplain lands on both sides of a stream are
capable of conveying a proportionate share of flood flows.
Subd. 5657. Essential services. “Essential services” means underground or overhead gas, electrical,
steam, or water transmission or distribution systems, collection, communication, supply, or disposal
systems by public utilities, municipal or other governmental agencies.
Subd. 5758. Family. “Family” means one or more persons maintaining a common household and
using common cooking facilities.
Subd. 5859. Farm fence. “Farm fence” means a fence as defined by Minnesota Statutes, section
344.02, subdivision 1(a)-(d). An open type fence of posts and wire is not considered to be a structure in the
floodplain overlay district requirements. Fences that have the potential to obstruct flood flows, such as
chain link fences and rigid walls, are regulated as structures under the floodplain overlay district provisions.
Subd. 5960. Filtration. “Filtration” means a process by which stormwater runoff is captured,
temporarily stored, and routed through a filter bed to improve water quality and slow down stormwater
runoff.
Subd. 6061. Findings of fact. “Findings of fact” means written findings embodied in a resolution,
ordinance, or other document approved or adopted by the body making such findings.
12
Subd. 6162. Flag. “Flag” means any fabric or similar lightweight material attached at one end of
the material, usually to a staff or pole, so as to allow movement of the material by atmospheric changes and
which contains distinctive colors, patterns, symbols, emblems, insignia, or other symbolic devices.
Subd. 6263. Flood. “Flood” means a temporary increase in the flow or stage of a stream or in the
stage of a wetland or lake that results in the inundation of normally dry areas.
Subd. 6364. Flood frequency. “Flood frequency” means the frequency for which it is expected that
a specific flood stage or discharge may be equaled or exceeded.
Subd. 6465. Flood fringe. “Flood fringe” means the portion of the Special Flood Hazard Area (one
percent annual chance flood) located outside of the floodway. Flood fringe is synonymous with the term
“floodway fringe” used in the Flood Insurance Study for Hennepin County, Minnesota.
Subd. 6566. Flood prone area. “Flood prone area” means any land susceptible to being inundated
by water from any source (see “Flood”).
Subd. 6667. Floodplain. “Floodplain” means the beds proper and the areas adjoining a wetland,
lake or watercourse which have been or hereafter may be covered by the regional flood.
Subd. 6768. Floodproofing. “Floodproofing” means a combination of structural provisions,
changes, or adjustments to properties and structures subject to flooding, primarily for the reduction or
elimination of flood damages.
Subd. 6869. Floodway. “Floodway” means the bed of a wetland or lake and the channel of a
watercourse and those portions of the adjoining floodplain which are reasonably required to carry or store
the regional flood discharge.
Subd. 6970. Floor area, gross. “Floor area, gross” means the sum of the gross horizontal areas of
the several floors of such building or buildings measured from the exterior faces of exterior walls or from
the centerline of party walls separating two buildings.
Subd. 7071. Floor area, finished. “Floor area, finished” means the gross floor area that is finished
as fully habitable space, including the finished portion of a basement. Where a sloped ceiling is present,
only that portion which has at least six feet of vertical clearance from floor to ceiling shall be considered
finished floor area.
Subd. 7172. Frontage. “Frontage” means the line of contact of a property with a public right-of-
way.
Subd. 7273. Funeral home. “Funeral home” means a building used for human funeral services and
which may include space for embalming and other services used in the preparation of the dead for burial,
the indoor storage of caskets, funeral urns, and other related supplies. Funeral homes do not include
facilities for cremation, but cremation services may be offered.
Subd. 7374. Garage, attached. “Garage, attached” means the storage of motor vehicles by the owner
or occupant of the principal use in a garage that is attached to the principal structure by a common wall or
by a roof. An attached garage has no facilities for mechanical service or repair.
Subd. 7475. Garage, detached. “Garage, detached” means an accessory building for the private use
of the owner or occupant of a principal building situated on the same lot of the principal building for the
storage of motor vehicles with no facilities for mechanical service or repair. A detached garage is a
freestanding structure, not connected to the foundation, wall, roof, or other part of the principal structure.
13
Subd. 7576. Garage or yard sales. “Garage or yard sales” means the infrequent temporary display
and sale of general household goods, used clothing, appliances, and other personal property.
Subd. 7677. Grade. “Grade” means the average finished ground level of the land around the
perimeter of a lot, structure, or building.
Subd. 7778. Half street. “Half street” means a right-of-way dedicated for a street by a developer
along such developer’s perimeter property line equal to only one-half of the total right-of-way width
required by this UDC.
Subd. 7879. Home business. “Home business” means a business, profession, activity, or use that is
clearly a customary, incidental, and accessory use of a residential dwelling and except for allowable signage
does not alter the exterior of the property or affect the residential character of the neighborhood.
Subd. 7980. Hospital. “Hospital” means an institution licensed by the state providing health care
services and medical or surgical care to persons, primarily inpatient, suffering illness, disease, injury, and
other physical and mental conditions. Hospitals may include as an integral part of the facility laboratories,
outpatient facilities, or training facilities.
Subd. 8081. Hotel, motel, or extended stay. “Hotel, motel, or extended stay” means a facility
containing four or more guest rooms and offering transient lodging accommodations on a daily rate to the
general public, plus no more than two dwelling units as accessory uses to the hotel and occupied only by
the property owners or on-site managers.
Subd. 8182. Hydric soils. “Hydric soils” means soils that are saturated, flooded, or ponded long
enough during the growing season to develop anaerobic conditions in the upper part.
Subd. 8283. Hydrophytic vegetation. “Hydrophytic vegetation” means macrophytic plant life
growing in water, soil, or on a substrate that is at least periodically deficient in oxygen as a result of
excessive water content.
Subd. 8384. Impervious surface. “Impervious surface” means any surface that does not readily
absorb or retain water, including but not limited to buildings, roofs, parking areas and driveways, sidewalks,
and pavement.
Subd. 8485. Industrial uses (indoors). “Industrial uses (indoors)” means a facility used primarily
for manufacturing, processing, or assembly of products that is a fully enclosed structure where noise, odor,
light, or vibrations are not noticeable from the adjacent properties.
Subd. 8586. Industrial or commercial uses with outdoor storage of parts, products, or fuel.
“Industrial or commercial uses with outdoor storage of parts, products, or fuel” means those industrial or
commercial uses, such as recycling establishments, truck terminals, public works yards, building or
landscape contractor yards, or other commercial businesses that find it necessary to have outdoor/open
storage of parts, products, or fuels to support the principal use of the property. This includes commercial
truck storage or parking as defined in this UDC, but not those temporary outdoor storage uses which are
regulated in the Crystal city code, subsection 515.25.
Subd. 8687. Infiltration. “Infiltration” means the passage of water into the ground through the soil.
Subd. 8788. Kennels, commercial. “Kennels, commercial” has the meaning given it in the Crystal
city code, chapter IX.
14
Subd. 8889. Kennels, multiple animal. “Kennels, multiple animal” has the meaning given it in the
Crystal city code, chapter IX.
Subd. 8990. Loading spaces. “Loading spaces” means the area not within a public right-of-way
provided and maintained for the temporary parking of trucks and other motor vehicles for the purpose of
loading and unloading goods, wares, materials, and merchandise. For the purposes of this UDC,
development standards for loading spaces shall only apply to those areas of at least ten feet in width, 30
feet in length and having a vertical clearance of at least 14 feet.
Subd. 9091. Lot. “Lot” means land occupied or proposed to be occupied by a building and its
accessory buildings, together with such open space as is required under the provisions of this UDC, having
not less than the minimum area required by this UDC for a building site in the district in which such lot is
situated and having its principal frontage on a street or a proposed street approved by the city council.
Subd. 9192. Lot coverage. “Lot coverage” means that portion of a lot that is covered by impervious
surfaces.
Figure 2: Illustration of lot configuration
Subd. 9293. Lot, corner. “Lot, corner” means a lot abutting on more than one street and situated at
an intersection of streets (see figure 2).
Subd. 9394. Lot, interior. “Lot, interior” means a lot abutting on only one street (see figure 2).
Subd. 9495. Lot, through. “Lot, through” means a lot abutting on more than one street but not
situated at an intersection of streets (see figure 2).
Subd. 9596. Lot, through corner. “Lot, through corner” means a lot abutting on more than one street
and situated at more than one intersection of streets (see figure 2).
Subd. 9697. Lot area. “Lot area” means the area of a horizontal plane within the lot lines.
Subd. 9798. Lot depth. “Lot depth” means the shortest horizontal distance between the front lot
line and the rear lot line measured from a 90-degree angle from the street right-of-way within the lot
boundaries.
Subd. 9899. Lot line, front. “Lot line, front” means the boundary of a lot that abuts a public street.
On a corner lot, it shall be the street-abutting lot line with the shortest dimension. If the property lines on
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both street frontages are of the same length, the property line to be used for front setback measurement shall
be determined by the zoning administrator. On a through lot or through corner lot, the lot line for which the
principal building is facing shall be the front lot line (see figure 3).
Figure 3: Illustration showing yards for through lot
Subd. 99100. Lot line, rear. “Lot line, rear” means the lot line not intersecting a front lot line that
is most distant from and most closely parallel to the front lot line.
Subd. 100101. Lot line, side. “Lot line, side” means any lot line that is not a front, rear or corner
side lot line.
Subd. 101102. Lot line, corner side. “Lot line, corner side” means any street-abutting lot line that
is not a front or rear lot line.
Subd. 102103. Lot of record. “Lot of record” means land designated as a separate and distinct parcel
in a subdivision, the plat of which has been recorded in the office of the recorder of Hennepin County,
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Minnesota; or a parcel of land, the deed to which was recorded in the office of the recorder or registrar of
titles of Hennepin County, Minnesota prior to the adoption of the ordinance codified in this UDC.
Subd. 103104. Lot width. “Lot width” means the horizontal distance between side lot lines. In the
case of irregularly shaped lots located on a cul-de-sac or curved street, or corner lots that are neither a
square, rectangle, or parallelogram, lot width shall be measured at the required front and rear setback lines.
Subd. 104105. Lowest floor. “Lowest floor” means the lowest floor of the lowest enclosed area
(including basement). An unfinished or flood resistant enclosure, used solely for parking of vehicles,
building access, or storage in an area other than a basement area, is not considered a building’s lowest floor;
provided, that such enclosure is not built so as to render the building in violation of the applicable non-
elevation design requirements of 44 Code of Federal Regulations, Part 60.3.
Subd. 105106. Manufactured home. “Manufactured home” has the meaning given in Minnesota
Statutes, section 327.31. The term “manufactured home” does not include the term “recreational vehicle.”
Subd. 106107. Marquee. “Marquee” means any permanent roof-like structure extending along or
projecting beyond the wall of a building, generally designed and constructed to provide protection from the
weather.
Subd. 107108. Mechanical equipment. “Mechanical equipment” means equipment, devices and
accessories, the use of which relates to water supply, powering, heating, ventilating, air conditioning or
similar purposes.
Subd. 108109. Medical clinics. “Medical clinics” means a building, or part of a building, where
persons are cared for on an outpatient basis.
Subd. 110. Micro unit dwelling. “Micro unit dwelling” means a dwelling unit that is accessory to
a religious institution and is intended to provide housing for chronically homeless persons, extremely low
income persons and designated volunteers as defined in Minnesota Statutes, chapter 327. 30.
Subd. 109111. Mobile food unit. “Mobile food unit” has the meaning given it from the Crystal city
code, chapter XIII.
Subd. 110112. Multiple tenant building. “Multiple tenant building” means any building which has
more than one tenant, and where each tenant has a separate ground-level exterior public entrance.
Subd. 111 113. New construction. “New construction” means structures, including additions and
improvements, and placement of manufactured homes, for which the start of construction commenced on
or after the effective date of the floodplain overlay district provisions.
Subd. 112 114 Non-commercial speech. “Non-commercial speech” means dissemination of
messages not classified as commercial speech which include, but are not limited to, messages concerning
political, religious, social, ideological, public service and informational topics.
Subd. 113115. Non-conforming lot. “Non-conforming lot” means a lot of record or other parcel of
land that does not comply with the lot requirements for any allowed use in the zoning district in which it is
located.
Subd. 114116. Non-conforming structure. “Non-conforming structure” means any structure
permitted prior to the effective date of this UDC, which would not conform to the applicable regulations if
the structure were to be erected under the provisions of this UDC.
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Subd 115117. Non-conforming use. “Non-conforming use” means a lawful use of land that does
not comply with the use regulations for its zoning district but which complied with applicable regulations
at the time the use was established.
Subd. 116118. Obstruction. “Obstruction” means any, wall, embankment, pile, abutment,
projection, excavation, channel modification, culvert, building, wire, fence, stockpile, refuse, fill, structure,
or matter in, along, across, or projecting into any channel, watercourse, or regulatory floodplain which may
impede, retard, or change the direction of the flow of water, either in itself or by catching or collecting
debris carried by such water.
Subd. 117119. Offices, professional. “Offices, professional” means establishments providing
executive, management, administrative or professional services including, but not limited to, real estate,
medical clinics, architecture, legal, travel, contractor, employment, insurance, and similar uses.
Subd. 118120. One hundred year floodplain. “One hundred year floodplain” means lands inundated
by the “Regional Flood” (see definition).
Subd. 119121. Owner or property owner. “Owner or property owner” means the owner or taxpayer
of record according to Hennepin County property tax records.
Subd. 120122. Parapet wall. “Parapet wall” means that portion of building wall that rises above the
roof level.
Subd. 121123. Parking lot. “Parking lot” means land, not within a building, that is surfaced in
accordance to the requirements of this UDC and used for the temporary parking of motor vehicles.
Subd. 122124. Parking ramp or structure. “Parking ramp or structure” means a structure designed
and used for the storage of motor vehicles at, below, or above grade or a combination thereof.
Subd. 123125. Patio. “Patio” means an open, level-surfaced area that is typically impervious, has
an elevation of no more than 12 inches above grade, is without walls or roofs, and is intended for outdoor
seating or recreation.
Subd. 124126. Personal services. “Personal services” means establishments that are primarily
engaged in providing services generally involving the care of the person or the person’s possessions.
Personal services may include, but are not limited to laundry and dry-cleaning services, tailors, barber or
beauty shops, health and fitness studios, nail salons, locksmiths, tattoo parlors, therapeutic massage, pet
grooming, portrait studios, and similar uses.
Subd. 125127. Plat, final. “Plat, final” means the final formally approved layout of the proposed
subdivision showing the same information as the preliminary plat, complying with the requirements of this
UDC, and any additional requirements imposed by the city council and prepared in the form required by
the appropriate county office and Minnesota Statutes, chapter 505.
Subd. 126.128 Plat, preliminary. “Plat, preliminary” means a tentative layout of the proposed
subdivision prepared for the purpose of formal review by the city. The preliminary plat shows lots, blocks,
streets, and physical features relevant to the development of the property, but not in the detail or final form
of the final plat.
Subd. 127129. Porch, open. “Porch, open” means a porch that has a roof but is not enclosed with
windows, screens or walls. An open porch that does not have a roof is defined as a deck.
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Subd. 128130. Portable storage container. “Portable storage container” means a temporary portable
structure or container that allows for on-site storage of goods or materials, and which is not permanently
affixed to a foundation.
Subd. 129131. Private recreational facilities, indoor. “Private recreational facilities, indoor” means
recreational facilities are private recreational facilities located completely within an enclosed building that
includes, but is not limited to bowling alleys, volleyball courts, ice skating rinks, and driving ranges.
Subd. 130132. Private recreational facilities, outdoor. “Private recreational facilities, outdoor”
means private recreational facilities providing outdoor activities that includes, but is not limited to, sand
volleyball courts, miniature golf courses, batting cages, and tennis courts.
Subd. 131133. Public and semipublic buildings. “Public and semipublic buildings “ means
buildings containing public or civic uses of special significance to residents, employees or visitors such as
community service centers. Public and semipublic buildings do not include public utility buildings, schools,
or religious institutions.
Subd. 132134. Public waters. “Public waters” means waters of the state as defined in Minnesota
Statutes, section 103G.005.
Subd. 133135. Reach. “Reach” means a hydraulic engineering term used to describe a longitudinal
segment of a stream or river influenced by a natural or man-made obstruction. In an urban area, the segment
of a stream or river between two consecutive bridge crossings would most typically constitute a reach.
Subd. 134136. Recreational vehicle. “Recreational vehicle” has the meaning given the term in
Minnesota Statutes, section 168.002. For the purposes of this UDC, the term recreational vehicle is
synonymous with the term “travel trailer/travel vehicle”.
Subd. 135137. Regional flood. “Regional flood” means a flood which is representative of large
floods known to have occurred generally in Minnesota and reasonably characteristic of what can be
expected to occur on an average frequency in the magnitude of the 1% chance or 100-year recurrence
interval. Regional flood is synonymous with the term "base flood" used in a flood insurance study.
Subd. 136138. Regulatory flood protection elevation (RFPE). “Regulatory flood protection
elevation” or “RFPE” means an elevation not less than two feet above the elevation of the regional flood
plus any increases in flood elevation caused by encroachments on the floodplain that result from designation
of a floodway.
Subd. 137139. Religious institutions. “Religious institutions” mean a building, together with its
accessory buildings, where persons regularly assemble for religious worship and which building, together
with its accessory buildings and uses, is maintained and controlled by a religious body organized to sustain
public worship.
Subd. 138140. Repetitive loss. “Repetitive loss” means flood related damages sustained by a
structure on two separate occasions during a ten-year period for which the cost of repairs at the time of each
such flood event on the average equals or exceeds 25% of the market value of the structure before the
damage occurred.
Subd. 139141. Restaurant or eating establishment. “Restaurant or eating establishment” means an
establishment whose principal business is the selling of food and beverages to the customer in a ready to
consume state. Restaurants or eating establishments include cafes, coffee shops, and ice cream shops.
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Subd. 140142. Restrictive covenant. “Restrictive covenant” means a recorded contract or
agreement entered into between private parties establishing restrictions on the development or use of
property in addition to those established by this UDC.
Subd. 141143. Retail establishments. “Retail establishments” means establishments primarily
engaged in the sale of goods to the general public. Retail uses may include, but are not limited to,
bookstores, liquor stores, bakeries, grocery stores, and other similar uses.
Subd. 142144. Retention facility. “Retention facility” means a permanent natural or man-made
structure that provides for the storage of stormwater runoff by means of a permanent pool of water.
Subd. 143145. Seasonal agricultural sales. “Seasonal agricultural sales” means the outdoor sale of
goods or products obtained primarily through farming or agricultural activities, including, but not limited
to: pumpkins; grain and seed crops; fruits and vegetables; nursery, floral, ornamental, and greenhouse
products; and Christmas trees.
Subd. 144146. Schools, elementary or secondary. “Schools, elementary or secondary” means
buildings used to teach students that includes elementary schools, middle schools or high schools.
Subd. 145147. Schools, nursery or preschool. “Schools, nursery or preschool” means a school or
facility providing general daytime care and/or instruction for children six years of age or younger which
conducts no instructional programs certified by the state department of education as meeting the minimum
educational requirements for compulsory-age children.
Subd. 146148. Schools, trade or business. “Schools, trade or business” means a school operated for
profit, which teaches business, professional, or technical trades or skills, or a school not otherwise included
within the provisions of this UDC.
Subd. 147149. Self-storage facilities. “Self-storage facilities” means a building or group of
buildings having compartments, rooms, spaces, containers, or other types of units that are individually
leased, rented, sold or otherwise contracted for by customers for the storage of personal or business goods
or property, and where the facility owner/operator has limited access to such privately-rented units. For the
purposes of this UDC, the term self-storage facilities shall be considered synonymous with the term mini-
storage.
Subd. 148150. Senior housing. “Senior housing” means a multiple family dwelling building or
group of buildings in which each dwelling is occupied by at least one person age 55 or older. This does not
include institutions such as specialized care facilities.
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Subd. 149151. Setback. “Setback” means the minimum required horizontal distance between a
structure and a lot line, as measured perpendicular to the lot line. Setback standards provide open areas
around structures for visibility and traffic safety, access to and around structures, access to natural light,
ventilation and direct sunlight, separation between potentially conflicting activities, and space for privacy,
landscaping, and recreation.
Figure 4: Illustration showing typical setbacks
for a one-family dwelling
Subd. 150152. Setback, front. “Setback, front”
means the minimum required horizontal distance between a structure and the front lot line (see figure 4).
Subd. 151153. Setback, rear. “Setback, rear” means the minimum required horizontal distance
between a structure and the rear lot line (see figure 4).
Subd. 152154. Setback, side. “Setback, side” means the minimum required horizontal distance
between a structure and the side lot line (see figure 4).
Subd. 153155. Setback, corner side. “Setback, corner side” means the minimum required horizontal
distance between a structure and the corner side lot line (see figure 4).
Subd. 154156. Shed. “Shed” means a detached accessory building that is used primarily for the
storage of goods, not vehicles.
Subd. 155157. Sign face. “Sign face” means the surface of the sign upon, against, or through which
the message of the sign is exhibited.
Subd. 156158. Sign structure. “Sign structure” means any structure including the supports, uprights,
bracing and framework which supports or is capable of supporting any sign.
Subd. 157159. Sign. “Sign” means any letter, word or symbol, poster, picture, statuary, reading
matter or representation in the nature of an advertisement, announcement, message or visual
communication, whether painted, posted, printed, affixed, or constructed, including all associated brackets,
braces, supports, wires, and structures, which is displayed for informational or communicative purposes.
Signs shall be further defined in accordance with the following.
(a) Abandoned sign. “Abandoned sign” means any sign and/or its supporting sign structure which
remains without a message or whose display surface remains blank for a period of one year or
more, or any sign which pertains to a time, event, or purpose which no longer applies, shall be
deemed to have been abandoned. Signs applicable to a business suspended because of a change
in ownership or management of such business shall not be deemed abandoned unless the
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of this UDC and which does not comply with this UDC shall be deemed to be a legal
nonconforming sign. A sign which was unlawfully erected shall be deemed to be an illegal
sign.
(p) Off-premise sign. “Off-premise sign” means a commercial speech sign which directs the
attention of the public to a business, activity conducted, or product sold or offered at a location
not located on the same premises where such business sign is located. For the purposes of this
UDC:
(1) A freestanding, monument of or pylon sign shared by adjacent property owners shall not
be considered an off-premise sign.
(2) Easements and other appurtenances shall be considered to be outside such platted parcel of
land and any sign located or proposed to be located in an easement or other appurtenance
shall be considered an off-premise sign.
(q) On-premise sign. “On-premise sign” means a sign that pertains to the use of the premises or
the property on which it is located.
(r) Pole sign. “Pole sign” means a sign which has the same meaning as pylon sign (see definition).
(s) Portable sign. “Portable sign” means any sign which is manifestly designed to be transported,
including by trailer or on its own wheels, even though the wheels of such sign may be removed
and the remaining chassis or support is converted to another sign or attached temporarily or
permanently to the ground since this characteristic is based on the design of such a sign.
(t) Projecting sign. “Projecting sign” means any sign which is affixed to a building or wall in such
a manner that its leading edge extends more than 15 inches beyond the surface of such building
or wall face. A projecting sign is also a sign located above or below a canopy or marquee.
(u) Pylon sign. “Pylon sign” means any freestanding sign which has its supportive structure(s)
anchored in the ground and which has a sign face elevated above ground level by pole(s) or
beam(s) and with the area below the sign face open.
(v) Roof sign. “Roof sign” means any sign erected and constructed wholly on and above the roof
of a building, supported by the roof structure, and extending vertically above the highest portion
of the roof.
(w) Rotating sign. “Rotating sign” means a sign or portion of a sign which turns about on an axis.
(x) Sandwich board sign. “Sandwich board sign” means a moveable sign not attached to the
ground and constructed in such as manner as for form an “A” or a tent-like shape, hinged or
not at the top, each angular face held at an approximate distance by a supporting member.
(y) Shimmering sign. “Shimmering sign” means a sign which reflects an oscillating sometimes
distorted visual image.
(z) Small sign. “Small sign” means a single sign six square feet or less in size.
(aa) Temporary sign. “Temporary sign” means a sign which is erected or displayed, or both, for a
limited period of time.
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(bb) Vehicle sign. “Vehicle sign” means any sign exceeding 10 square feet in sign area that is
mounted, painted, placed, affixed or attached to a trailer, watercraft, truck, automobile or other
form of motor vehicle that is parked so that the sign is discernable from a public street or right-
of-way as a means of communication. The vehicle upon which the sign is affixed must function
primarily as a means to display the sign rather than as a transportation device, as determined
by consideration of any combination of the following factors:
(1) The absence of a current, lawful license plate affixed to the vehicle on which the sign is
displayed;
(2) The vehicle on which the sign is displayed is inoperable;
(3) The vehicle on which the sign is displayed is not parked in a lawful or authorized location
or is on blocks or other supports or is parked in a manner that is not in conformity with
the identified parking space on the lot;
(4) The vehicle displaying the sign remains parked on the premises after normal business
hours when customers and employees are not normally present on the premises; or
(5) The vehicle remains parked in the same vicinity on the property in a location which
maximizes its visibility from the public street or right-of-way on a regular basis.
(cc) Wall sign. “Wall sign” means any building sign attached parallel to, but within two feet of a
wall, painted on the wall surface of, or erected and confined within the limits of an outside wall
of any building or structure, which is supported by such wall or building, and which displays
only one sign surface. A wall sign is also a sign installed on the face of a canopy or marquee,
but not extending beyond the face.
Subd. 158160. Small wireless facility. “Small wireless facility” has the meaning given in
Minnesota Statutes, section 237.162, subdivision 11.
Subd. 159161. Special flood hazard area. “Special flood hazard area” means a term used for flood
insurance purposes synonymous with “One hundred year floodplain.”
Subd. 160162. Specialized care facilities. “Specialized care facilities” means 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.
Subd. 161163. Start of construction. “Start of construction” means in relation to the floodplain
overlay district, start of construction includes substantial improvement, and means the actual start of
construction, repair, reconstruction, rehabilitation, addition, placement, or other improvement that occurred
before the permit’s expiration date. The actual start is either the first placement of permanent construction
of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of
columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a
foundation. Permanent construction does not include: land preparation, such as clearing, grading and filling;
nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement,
footings, piers, foundations, or the erection of temporary forms; nor does it include the installation on the
property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the
main building. For a substantial improvement, the actual start of construction means the first alteration of
any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the
external dimensions of the building.
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Subd. 162164. Stealth. “Stealth” means any telecommunications facility which is designed to blend
into the surrounding environment. Examples of stealth facilities include architecturally screened roof-
mounted antennas, antennas integrated into architectural elements, and telecommunications towers
designed to look other than a tower such as light poles, power poles, and trees.
Subd. 163165. Street. “Street” means a public right-of-way greater than 30 feet in width platted or
dedicated for the purpose of accommodating vehicular traffic or providing principal access to abutting
property. An alley is not a street.
Subd. 164166. Structure. “Structure” means anything constructed or erected on or connected to the
ground, whether temporary or permanent in character.
Subd. 165167. Subdivision. “Subdivision” means as a verb, the term means the process of
separating a parcel of land for the purpose of building or conveyance including the division of previously
subdivided property. As a noun, the term means the product resulting from the separation of a parcel into
two or more parcels. The term also includes the activity regulated by Minnesota Statutes, chapters 515,
515A, and 515B.
Subd. 166168. Substantial damage. “Substantial damage” means in relation to the floodplain
overlay district damage of any origin sustained by a structure where the cost of restoring the structure to
it’s before-damaged condition would equal or exceed 50 percent of the market value of the structure before
the damage occurred.
Subd. 167169. Substantial improvement. “Substantial improvement” means in relation to the
floodplain overlay district within any consecutive 365-day period, any reconstruction, rehabilitation
(including normal maintenance and repair), repair after damage, addition, or other improvement of a
structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the
“start of construction” of the improvement. This term includes structures that have incurred “substantial
damage,” regardless of the actual repair work performed. The term does not, however, include either:
(a) Any project for improvement of a structure to correct existing violations of state or local health,
sanitary, or safety code specifications which have been identified by the local code enforcement
official and which are the minimum necessary to assure safe living conditions.
(b) Any alteration of a “historic structure,” provided that the alteration will not preclude the
structure’s continued designation as a “historic structure.” For the purpose of this subsection,
“historic structure” is as defined in 44 Code of Federal Regulations, Part 59.1.
Subd. 168170. Survey, certified. “Survey, certified” means a scaled drawing prepared by a
registered land surveyor of a property indicating the location and dimensions of property lines, and if
appropriate the location and dimensions of existing and proposed buildings. A survey typically depicts a
parcel’s legal description and may also show additional information such as topographic data and the
location of recorded easements.
Subd. 169171. Telecommunications facilities. “Telecommunications facilities” means any cables,
wires, lines, wave guides, antennas and any other equipment or facilities associated with the transmission
or reception of communications which a person seeks to locate or has installed upon or near a tower or
antenna support structure. However, the term “telecommunications facilities” shall not include any satellite
earth station antenna one meter or less in diameter, or any satellite earth station antenna two meters in
diameter or less which is located in an area zoned industrial or commercial. This term does not include
wireless facilities, which are separately defined under this UDC.
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Subd. 170172. Telecommunications tower or tower. “Telecommunications tower or tower” means
a self-supporting lattice, guyed, or monopole structure constructed from grade whose principal use is to
support telecommunications facilities. The term tower shall not include amateur radio operations equipment
licensed by the Federal Communications Commission (FCC). This term does not include wireless facilities
or wireless support structures, which are separately defined under this UDC.
Subd. 171173. Theater, indoor. “Theater, indoor” means a building or part of a building devoted to
showing motion pictures, or for dramatic, dance, musical, or other live performances.
Subd. 172174. Useable open space. “Useable open space” means a required ground area or terrace
area on a lot which is graded, developed, landscaped, and equipped and intended and maintained for either
active or passive recreation or both, which is available and accessible to and useable by all persons
occupying a dwelling or rooming unit on the lot and their guests. Such areas shall be grassed and landscaped
or covered only for recreational purpose. Roofs, driveways and parking areas shall not constitute useable
open space.
Subd. 173 175 Use, accessory. “Use, accessory” means a use which:
(a) Is subordinate to and serves a principal building or principal use;
(b) Is subordinate in area, extent, and purpose to the principal structure or principal use as served;
and
(c) Is located on the same lot as the principal structure or principal use served and except as
otherwise expressly authorized by the provisions of this UDC.
Subd. 174176. Use, conditional. “Use, conditional” means a use that would not be appropriate
generally or without restriction throughout the zoning district but which, if controlled as to number, area,
location, or relation to the neighborhood, would not be detrimental to public health, safety, or general
welfare.
Subd. 175177. Use, permitted. “Use, permitted” means a use which may be lawfully established in
a particular district or districts, provided it conforms with all requirements, including development
standards, of such districts.
Subd. 176178. Use, principal. “Use, principal” means the main use of land or buildings as
distinguished from subordinate or accessory uses. A principal use may be permitted or conditional.
Subd. 177179. Use, temporary. “Use, temporary” means a use that may be permitted for a specified
period of time.
Subd. 178180. Variance. “Variance” means an approval issued by the city council waiving the
application of one or more provisions of this UDC with respect to a particular property in instances where
the applicant demonstrates that there are practical difficulties in strictly complying with the requirements
of this UDC because of circumstances unique to the property that were not caused by the applicant.
Subd. 179181. Vehicle, boat or recreational sales and rental. “Vehicle, boat or recreational sales
and rental” means facilities where new or used vehicles, boats, or recreational vehicles, in operational
condition, are sold, leased, or rented to customers.
Subd. 180182. Vehicle fuel stations. “Vehicle fuel stations” means a facility for the retail sale of
unleaded or diesel gasoline. A vehicle fuel station may include a convenience store or general repair and
maintenance of vehicles, such as muffler repair, oil change and lubrication, or tire service and sales.
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Subd. 181183. Vehicle impound lot. “Vehicle impound lot” means a parcel of land used for the
outdoor storage of impounded vehicles, including impounded recreational vehicles. Commercial truck
storage or parking, as defined in this UDC, is not a vehicle impound lot.
Subd. 182184. Vehicle repair. “Vehicle repair” means the general repair and maintenance of
vehicles such as oil changes, muffler repair, tire service and sales, or more substantial work such as body
and fender work, upholstering, and replacement of parts.
Sub. 183185. Volume management. “Volume management” means the retention and abstraction of
a certain volume of stormwater runoff onsite through techniques such as infiltration, evapotranspiration,
and capture and reuse.
Subd. 184186. Wetlands. “Wetlands” means lands transitional between terrestrial and aquatic
systems where the water table is usually at or near the surface or the land is covered by shallow water. For
purposes of this definition, wetlands shall have the following attributes:
(a) A predominance of hydric soils;
(b) Are inundated or saturated by surface or ground water at a frequency and duration sufficient to
support a prevalence of hydrophytic vegetation typically adapted for life in saturated soil
conditions; and
(c) Under normal circumstances, support a prevalence of such vegetation.
Subd. 185187. Wireless facilities. “Wireless facility” has the meaning given in Minnesota Statutes,
section 237.162, subdivision 13.
Subd. 186188. Wireless support structures. “Wireless Support Structure” has the meaning given
in Minnesota Statutes, section 237.162, subdivision 16.
Subd. 187189. Workshop. “Workshop” means an accessory residential use for the creation of
individually crafted artwork, jewelry, furniture, sculpture, pottery, leathercraft, hand-woven articles, and
related items. A workshop may be either an accessory use within the principal building or may be an
accessory building on the property.
Subd. 188190. Yard. “Yard” means the horizontal distance between the principal structure and a
lot line, as measured perpendicular to the lot line. Eaves are not to be considered part of the principal
structure for the purpose of determining the location or extent of a yard.
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Figure 5: Illustration showing yard locations
Subd. 189191. Yard, front. “Yard, front” means the horizontal distance between the principal
structure and the front lot line, extending across the full width of the lot (see figure 5).
Subd. 190192. Yard, rear. “Yard, rear” means the horizontal distance between the principal
structure and the rear lot line, extending across the full width of the lot (see figure 5).
Subd. 191193. Yard, side. “Yard, side” means the horizontal distance between the principal
structure and the side lot line, extending from the front yard to the rear yard (see figure 5).
Subd. 192194. Yard, corner side. “Yard, corner side” means the horizontal distance between the
principal structure and the corner side lot line, extending from the front yard to the rear yard (see figure 5).
49
(a) Purpose. The purpose of the R-3 High density residential district is to provide for multiple
family buildings and directly related, complimentary uses, together with limited commercial
uses as provided herein. In accordance with the comprehensive plan, densities are to be no less
than 16 and no more than 40 dwellings per gross acre. As part of the approval process for a
particular development, the city council may set the maximum density at a specific figure
within the range established by the comprehensive plan, depending on the character of the
surrounding area and the potential for negative impacts on the community.
(b) Site development standards. Such standards shall be those provided in the Crystal city code,
subsection 520.03 for the site development standards that apply to the R3 district.
(c) Other development standards. In addition to the standards established for the R3 district in this
section, all development shall be subject to all other applicable standards as provided in the
Crystal city code, section 520.
Subd. 4. C Commercial district.
(a) Purpose. The purpose of the C-Commercial district is to provide for commercial and service
activities which draw from and serve customers from the entire community. Motor vehicle-
oriented uses shall be limited to certain designated corridors. Regulations shall protect those
residential uses near commercial uses from negative impacts.
(b) Site development standards. Such standards shall be those provided in the Crystal city code,
subsection 520.03 for the site development standards that apply to the Commercial district.
(c) Other development standards. In addition to the standards established for the Commercial
district in this section, all development shall be subject to all other applicable standards as
provided in the Crystal city code, section 520.
Subd. 5. Town Center Core District
(a) Purpose. The purpose of the TC – Town Center Core district is to accommodate walkable,
mixed-use development enhancing the public realm such as parks and streets. Shops mix with
multiple-family dwellings and employment, buildings frame the street and face Becker Park,
and local multi-modal streets balance the needs of all users. (b) Applicability. Existing
nonconformities may continue or redevelop as allowed by the Crystal city code, subsection
515.29. Notwithstanding those regulations, it is the city’s desire that redevelopment of
properties within the TC district adhere to the planned land use designations of the
comprehensive plan and to the requirements of this subsection. The requirements of
subsections (d) and (e) of this subdivision are only applicable to new buildings constructed
after the effective date of this UDC.
(b) Uses. Principal permitted uses are shown in Table 3 of the Crystal city code, subsection 515.17.
Multiple principal uses within a single parcel or building are permitted in the TC district.
(c) Densities. Residential densities are as shown in Table 7 of the Crystal city code, subsection
520.03.
(d) Site development standards. In addition to the following standards established for the TC
district, all development shall be subject to applicable standards as provided in Crystal city
code, section 520. The TC district also includes specific standards for building placement,
height, and facades in order to encourage development that enhances walkability and the
51
Figure 7: Illustration of required building street frontages
(2) Building height. Maximum building height requirements are shown in Crystal city code,
subsection 520.03.
(i) The following are additional height requirements.
(a) Story height. Stories above the ground floor are limited to 12 feet in height. Stories
are measured from finished floor to finished ceiling.
(b) Ground floor height. If the ground floor has a non-residential use, the Ground
ground floor height shall be no less than 12 feet in height, but not more than 20
feet. Ground floor height above 20 feet counts as an additional story.
(c) Shadow effects study. If a proposed building is located within 75 feet of the
property line of a residential use, the applicant shall submit a shadow effect study
to determine any negative shadow impacts to those uses. If negative impacts are
determined, the city may require design techniques to mitigate the impacts, such
as reducing the height of the building, relocating or reorienting the building within
the site, reducing building mass, or stepping-back a portion of the building.
(d) Proximity to Crystal Airport. Buildings shall comply with Crystal city code,
subsection 520.01, subdivision 5(c) for construction near the Crystal Airport.
(ii) Exceed height limitations. The city may, in its discretion, allow buildings to be
constructed to a height of eight stories or 100 feet, whichever is less, upon
consideration of the following factors.
(a) Shadow effects. Shadow effects from the taller building will not have significant
negative impacts on neighboring properties. A shadow effects study may be
required by the city to document these impacts.
(b) Building massing. The dimensions of the taller building are not disproportionately
larger than neighboring buildings.
52
(c) Views. The taller building will not have significant negative impacts to the views
of Becker Park by neighboring properties.
(3) Building facades. Building facades shall meet the following requirements.
(i) Building articulation. Buildings exceeding 50 feet in width along a street shall
incorporate articulation in street-facing facades to break down the scale of large
buildings and create visual interest. Techniques to incorporate articulation include
stepping back or extending forward a portion of the façade, using different textures or
contrasting but compatible materials, dividing the building into storefronts with
separate display windows and entrances, use of awnings, balconies, or similar
ornamental features, or varying the roofline to reinforce the articulation of the primary
façade (see Figure 8).
Figure 8: Illustration of techniques used to break down the scale of large buildings
(ii) Facades facing Becker Park. For those buildings having facades facing Becker Park,
the façade facing the park shall be of similar or compatible quality, design and
materials as the primary building façade.
(iii) Façade glazing. Façade glazing for buildings at the street frontages shall meet the
following minimum requirements.
(a) Minimum area requirements. Non-residential floors The first floor shall have a
minimum glazing of 50 percent and residential floors upper floors shall have a
minimum glazing of 30 percent.
(b) Tinted and reflective glass are prohibited.
(c) At least 30 percent of the façade glazing area shall remain free of signage or
other opaque materials.
(iv) Prohibited. Satellite dishes and heating, ventilation, and air conditioning equipment
(HVAC), except for wall vents, are not permitted on the primary building façade.
(v) Building entries.
53
(a) Primary building entry. A functioning primary building entry shall be provided
on the primary building façade. This entry shall be clearly defined by means of
a canopy, portico, recess, or similar architectural elements (see Figure 9).
Figure 9: Illustration of clearly defined building entries
(b) Secondary building entry. A functioning secondary building entry shall be
provided on the primary building façade for buildings exceeding 60 feet in width.
(4) New street or pedestrian locations. To create better connected streets when redevelopment
occurs in the TC district, new streets or pedestrian connections shall be constructed in the
locations shown in Figure 10. If the street is not a public street, a mutual access agreement will
be required by the city to ensure public access in the same manner as a public street. The city
will consider alternate street or pedestrian connection locations that achieve this intent.
Figure 10: Hypothetical Location location of new street or pedestrian connections in the TC district
Subd. 6. I Industrial District.
72
(c) Building design. All new buildings within the TC-PD district shall adhere to the TC district
site development standards for building placement, height and facades in the Crystal city code,
subsection 515.05, subdivision 5.
(d) Parking. The development shall provide parking according to the requirements in the Crystal
city code, subsection 520.15, subdivision 6. If the applicant desires to alter the number of
required parking spaces through the TC-PD approval process, the following information shall
be submitted:
(1) Number of customers, patients, visitors, residents, or other patrons of the proposed use.
Information shall also be included detailing the expected parking behavior of these
people (i.e., how long a customer may be at the facility);
(2) Number of full-time and part-time employees;
(3) Number and approximate timing of deliveries; and
(4) Such other information as may be requested by the city to determine that sufficient
parking is provided for the proposed use.
(e) Minimum green space. The minimum green space requirement in the TC-PD district is the
same as the TC district.
(f) New street or pedestrian locations. To create better connected streets when redevelopment
occurs in the TC-PD district, new streets or pedestrian connections shall be constructed in the
locations shown in Figure 11. If the street is not a public street, a mutual access agreement
will be required by the city to ensure public access in the same manner as a public street. The
city will consider alternate street or pedestrian connection locations that achieve this intent.
73
Figure 11: Hypothetical Location location of new street or pedestrian connections in the TC-PD
district
(g) Other development standards. In addition to the standards established for the TC-PD district
in this section, all development shall be subject to all other applicable standards as provided
in the Crystal city code, section 520.
Subd. 5. Amendments to the PD overlay district. An approved site plan for a PD overlay district
may only be amended upon the classification and review of the proposed amendment as provided in this
subsection.
(a) Minor Amendments.
(1) Minor amendments shall include changes in the site design of the applicable property
that do not affect neighborhood compatibility or the public health, safety or welfare,
and that do not violate any of the provisions of this UDC or the conditions attached to
approval of the site plan.
(2) Minor amendments are subject to a Type 1 review procedure.
(3) The zoning administrator may determine that a proposed minor amendment qualifies
as a major amendment, requiring a Type 2 review procedure as provided in subdivision
4 of this subsection.
(b) Major Amendments. Major amendments shall include all changes that are not classified as
minor amendments above and shall be subject to a Type 2 review procedure. A major
amendment may include:
(1) A substantial alteration of the location of buildings, parking areas or roads;
(2) An increase or decrease in the number of residential dwelling units by more than five
percent;
(3) An increase of the gross floor area of non-residential buildings by more than five
percent or an increase of the gross floor area of any individual building by more than
ten percent;
(4) An increase in the number of stories of any building;
(5) A decrease in the amount of open space by more than five percent or an alteration
which changes its original design or intended use; or
(6) The creation of non-compliance with any special condition attached to the approval of
the site plan.
515.15. Reserved.
515.17. Permitted principal uses.
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Table 3: Permitted Principal Uses
Use Category and Use Type
P = Permitted Use
C = Conditional Use
- = Not Permitted
Base Zoning Districts
Use-Specific
Standards in
Section: R-1 R-2 R-3 C TC I AP Residential Use Category
Bed and Breakfast
Establishments
C C C - - - - 515.19, subdivision 2
(a)
Dwellings, Multiple Family - P P - P - - 515.19, subdivision 2
(b)
Dwelling, One-Family,
Attached
- P P - -P - - 515.19, subdivision 2
(c)
Dwelling, One-Family,
Detached
P P - - - - - 515.19, subdivision 2
(d)
Dwellings, Two-Family P P P - - - -
Group Living Use Category
Specialized Care Facilities
(1-6 persons) [1]
P P P P - _ - 515.19, subdivision 3
(a)
Specialized Care Facilities
(7 or more persons) [1]
- C C P - - - 515.19, subdivision 3
(a)
Commercial Use Category
Airport Facilities - - - - - - P 515.19, subdivision 4
(a)
Animal
Hospital/Veterinary
Clinics [1]
- - - P P P - 515.19, subdivision 4
(b)
Banks or Financial
Institutions
- - - P P - -
Banquet Halls or Event
Centers
- - - C - C -
Brewer Taprooms,
Brewpubs or
Microdistillery
- - - P P P - 1200
Clubs or Lodges - - - P P P -
Convenience Stores - - - P P - -
Day Care Facilities, Adult C C C P _ P - 515.19, subdivision 4
(c)
Day Care Facilities, Group
Family
P P P - - - -
Funeral Homes - - - P - - -
Greenhouses, Garden and
Landscaping Sales and
Service
- - - P - P -
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Table 3: Permitted Principal Uses
Use Category and Use Type
P = Permitted Use
C = Conditional Use
- = Not Permitted
Base Zoning Districts
Use-Specific
Standards in
Section: R-1 R-2 R-3 C TC I AP Hotel, Motel, Extended
Stay Establishments
- - - P P P - 515.19, subdivision 4
(d)
Kennels, Commercial [2] - - - P - P - 515.19, subdivision 4
(e)
Offices, Professional - C C P P P P 515.19, subdivision 4
(f)
Parking Ramps or
Structures
- - - P P P P 515.19, subdivision 4
(g)
Personal Services [3] - C C P P P 515.19, subdivision 4
(h)
Restaurants or Eating
Establishments [4]
- C C P P P - 515.19, subdivision 4
(i)
Retail Establishments [5] - C C P P P - 515.19, subdivision 4
(ji)
Theater, Indoor - - - P P - -
Vehicle Repair - - - C - P - 515.19, subdivision 4
(kj)
Vehicle, Boat or
Recreational Sales or
Rental
- - - P - P - 515.19, subdivision 4
(lk)
Vehicle Fuel Sales - - - P - - - 515.19, subdivision 4
(ml)
Vehicle Wash or Detailing - - - C - C - 515.19, subdivision 4
(nm)
Industrial, Manufacturing, Research and Wholesale Use Category
Building Materials Sales - - - - - P -
Bulk Storage of Liquids - - - P - P P 515.19, subdivision 5
(a)
Industrial Uses (Indoors) - - - - - P -
Industrial Or Commercial
Uses with Outdoor Storage
of Parts, Products, or Fuels
- - - - - P - 515.19, subdivision 5
(b)
Self Storage Facilities - - - - - P -
Warehouse - - - - - P P
Vehicle Impound Lot - - - - - C - 515.19, subdivision 5
(c)
Public Facilities, Telecommunication and Utilities Use Category
Essential Services P P P P P P P
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Table 3: Permitted Principal Uses
Use Category and Use Type
P = Permitted Use
C = Conditional Use
- = Not Permitted
Base Zoning Districts
Use-Specific
Standards in
Section: R-1 R-2 R-3 C TC I AP Public utility buildings C C C C - C P 515.19, subdivision 6
(a)
Telecommunications
Towers
C C C C - P P 515.19, subdivision 6
(b)
Wireless support
structures
C P P P - P P 515.19, subdivision 6
(c)
Public, Institutional and Recreational Use Category
Cemeteries C C C - - - -
Hospitals - C C P - P - 515.19, subdivision 7
(a)
Private Recreational
Facilities, Indoor
C C C P - P -
Private Recreational
Facilities, Outdoor
- - - C - C -
Public Parks and
Playgrounds
P P P - P - -
Public or Semi-Public
Buildings
C C C C - C - 515.19, subdivision 7
(b)
Religious Institutions C C C C -
C - 515.19, subdivision 7
(c)
Schools, Elementary or
Secondary
C C C C - C - 515.19, subdivision 7
(d)
Schools, Nursery or
Preschool
C C C C -C C - 515.19, subdivision 7
(e)
Schools, Trade or Business - C C P - P - 515.19, subdivision 7
(f)
Notes:
1. If a provision in Minnesota statute or rule expressly requires a city to allow a specialized care
facility as a permitted or conditional use within a residential district, the use shall be allowed as
provided in law up to the number of people indicated in the particular statute or rule, unless a
larger number is allowed in the district under this UDC.
2. Outdoor facilities may be permitted with a conditional use permit
3. A plant may be allowed as part of a dry cleaning establishment with a conditional use permit
4. On-sale liquor, wine, or beer may be allowed to a greater extent than the permitted use with a
conditional use permit.
5. Outdoor repair may be permitted with a conditional use permit.
515.19. Use-specific standards for principal uses.
79
Figure 12: Illustration of rowhouses or townhouses in the TC-PD district
(3) In the TC district one-family attached dwellings are only allowed when constructed as an
integral part of a multiple-family dwelling development (apartment building).
(d) One-family detached dwellings. In the R-1 district, a second kitchen is allowed within a one-
family detached dwelling, if there is interior and unfettered access from all parts of the dwelling
to both kitchens and the property is not addressed or in any other way configured or represented
as a two family dwelling.
Subd. 3. Group living use category.
(a) Specialized care facilities. Specialized care facilities are subject to the following standards:
(1) The facility is served by streets and such pedestrian facilities as are necessary to
accommodate the traffic generated by the facility; and
(2) Drive-through facilities are specifically prohibited.
Subd. 4. Commercial use category.
(a) Airport facilities. Airport facilities are subject to the following standards:
(1) Adequate controls, such as fencing, shall be provided to prevent unauthorized access onto
airport property;
(2) Buildings and uses shall be subordinate to the operation of the Crystal Airport; and
(3) Buildings or structures shall comply with all federal and state statutes, regulations, rules,
laws, restrictions, guidance and directives and Metropolitan Airports Commission rules
and regulations concerning aeronautical safety and operation within the Crystal Airport
and runway protection zones.
(b) Animal hospitals/veterinary clinics. Except in the TC district, outdoor facilities, such as dog
kennels or runs, are allowed with a conditional use permit and are subject to the following
standards:
(1) Such use shall be incidental to the animal hospital use and used for the short-term boarding
of animals; and
(2) The applicant has demonstrated that the outdoor facility will not negatively impact
neighboring properties through the use of screening or buffering.
81
(iv) Upper floors of the structure shall be designed and detailed in a manner consistent
with adjacent buildings.
(h) Personal Services. Within the TC district, space for personal services is limited to 15,000
gross square feet per floor. Additional square footage may be allowed with a conditional use
permit, not to exceed a building footprint of 20,000 square feet.
(i) Restaurants or eating establishments. On-sale liquor, wine or beer is allowed, but shall occupy
no more than 30% of the total floor area of the establishment. This limit may be exceeded
with a conditional use permit provided that the facility is served by arterial, collector or
municipal state aid streets and such pedestrian facilities as are necessary to accommodate the
traffic generated by the facility
(j)(i) Retail establishments. Retail establishments are subject to the following standards:
(1) Repair is allowed for a retail establishment, but a conditional use permit is required if the
repair is done outdoors. The applicant shall demonstrate that such outdoor repair will not
negatively impact neighboring properties;
(2) Within the TC district, retail space is limited to 15,000 gross square feet per floor.
Additional square footage may be allowed with a conditional use permit, not to exceed a
building footprint of 20,000 square feet;
(3) Within the Commercial district, retail establishments may have up to 50% of the gross
floor area as storage or warehouse space; and
(4) Within the Industrial district, retail establishments are limited to 50% of the gross floor
area of the principal use.
(k)(j) Vehicle repair. Vehicle repair is subject to the following standards:
(1) The property abuts at least one of the following street segments:
(i) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and
56th Avenue North;
(ii) West Broadway between Corvallis Avenue and 56th Avenue North; or
(iii) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th
Avenue North; and
(2) There is no outdoor parking or storage of vehicles that are to be worked on, are being
worked on, or have been worked on.
(l)(k) Vehicle, boat, or recreational sales or rental. Vehicle, boat, or recreational sales or rental is
subject to the following standards:
(1) The property abuts at least one of the following street segments:
(i) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and
56th Avenue North;
(ii) Lakeland Avenue between Lombardy Lane and the north lot line of Lot 1, Block 1,
Storm’s 1st Addition, said distance approximately 368 feet;
82
(iii) West Broadway between Corvallis Avenue and 56th Avenue North; or
(iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th
Avenue North;
(2) There is no outdoor parking or storage of inoperable, unlicensed, abandoned or junk
vehicles; and
(3) No vehicle or equipment shall exceed 32 feet in length.
(m)(l) Vehicle fuel sales. Vehicle fuel sales are subject to the following standards:
(1) The property abuts at least one of the following street segments:
(i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th
Avenue North;
(ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and
56th Avenue North;
(iii) West Broadway between Corvallis Avenue and 56th Avenue North; or
(iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th
Avenue North; or
(v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline
of Regent Avenue North;
(2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic
in the public right-of-way; and
(3) If the property is adjacent to one or two residential family dwellings, the vehicle fuel sales
businesses shall be closed between the hours of midnight and 5 a.m.
(n)(m) Vehicle wash or detailing. Vehicle wash or detailing establishments are subject to the
following standards:
(1) The property abuts at least one of the following street segments:
(i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th
Avenue North;
(ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and
56th Avenue North;
(iii) West Broadway between Corvallis Avenue and 56th Avenue North;
(iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th
Avenue North; or
(v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline
of Regent Avenue North; and
(2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic
in the public right-of-way.
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Table 4: Permitted Accessory Uses and Structures
Use Category and Use Type
P = Permitted Use
C = Conditional Use
- = Not Permitted
Base Zoning
Districts
Zoning
Certificate
Required
Use-Specific Standards
in Subsection: R-1 R-2 R-3 C TC IAP
Accessory Uses
Assembly or gathering space - - - P P P - No 515.23, subdivision 2 (a)
Day Care Facilities, In home P P P - P - - No
Drive-through facilities - - - C - - - Not Applicable 515.23, subdivision 2 (b)
Home Businesses P P P - P - - No 515.23, subdivision 2 (c)
Keeping of Chickens P P - - - - - No 910
Kennels, Commercial P - - - - - - No 515.23, subdivision 2 (d)
Kennels, Multiple Animal P P P - - - - No 515.23, subdivision 2 (e)
Accessory Structures
Accessibility ramps P P P P P P P No 515.23, subdivision 3 (a)
Accessory dwelling units P P - - - - - Yes 515.23, subdivision 3(b)
Amateur radio towers P P P - - - P No 515.23, subdivision 3(c)
Balconies - P P - P - - No 515.23, subdivision 3 (d)
Carports P P - - - - - No 515.23, subdivision 3(h)
Clothesline poles P P - - - - - No 515.23, subdivision 3(e)
Commercial storage buildings - - - C - P P See Note [1] 515.23, subdivision 3(f)
Fences and walls P P P P P
[2] P P No 520.09
Flagpoles P P P P P P P No
Fuel pumps, private use - - - P - P P No 515.23, subdivision 3 (g)
Garages, attached or detached P P P P - P P No 515.23, subdivision 3(h)
Gazebos P P P - - - - No 515.23, subdivision 3(i)
Mechanical equipment P P P P P P P 520.13
Micro dwelling units C C C C - C - Not
Applicable 515.23, subdivision 3 (j)
Noncommercial greenhouses P P - - - - - No 515.23, subdivision 3(jk)
Off-street parking and loading
[3] P P P P P P P Yes 520.15
Patios, decks, and porches P P P P P - - No 515.23, subdivision 3 (kl)
Sheds P P P P - P P No 515.23, subdivision 3(lm)
Sidewalks P P P P P P P No 515.23, subdivision 3(mn)
Signs, Permanent P P P P P P P Not Applicable 530
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515.23. Use-specific standards for accessory uses and structures.
Subd. 1. Purpose and applicability.
(a) This subsection provides site planning and/or operating standards for certain land uses or
structures that are permitted or conditionally permitted in Table 4.
(b) The land uses and structures covered by this subsection shall comply with the applicable
standards for the specific use in all districts unless otherwise specified, in addition to all other
applicable provisions of this UDC.
Subd. 2. Accessory uses.
(a) Assembly or gathering space. Adequate parking shall be provided for both the assembly or
gathering space and the principal use on the property.
(b) Drive-through facilities. Drive-through facilities are subject to the following standards:
(1) The establishment is served by arterial, collector, or municipal state aid streets and such
pedestrian facilities as are necessary to accommodate the traffic generated by the facility.
The city council may require the applicant to provide a traffic study prepared by a
professional engineer for the proposed use, and may base its findings of fact on said study
Table 4: Permitted Accessory Uses and Structures
Use Category and Use Type
P = Permitted Use
C = Conditional Use
- = Not Permitted
Base Zoning
Districts
Zoning
Certificate
Required
Use-Specific Standards
in Subsection: R-1 R-2 R-3 C TC I AP
Solar energy systems P P P P P P P No 515.23, subdivision 3(no)
Swimming pools, hot tubs, and
spas P P P P P - - No 515.23, subdivision 3(op)
Television and radio antennae P P P P P P P No 515.23, subdivision 3(pq)
Tennis and other recreational
courts P P P - - - - No 515.23, subdivision 3(qr)
Treehouses P P - - - - - No 515.23, subdivision 3(rs)
Waste container enclosures P P P P P P P No 520.13, subd. 4 (a)
Workshops P P - - - - - No 515.23, subdivision 3(st)
Notes:
1. A zoning certificate is only required for commercial storage buildings in the Industrial and Airport zoning districts.
2. Except for outdoor play areas for nursery or preschools, Fences fences are not allowed in the TC district.
3. Parking lots are not allowed for one or two family dwellings. Loading spaces are not allowed in residential districts or
the TC district.
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(5) The architectural style is compatible with the principal building and surrounding land
uses. Exterior building design and materials shall comply with the provisions as
provided in the Crystal city code, subsection 520.05; and
(6) The use will not conflict with the character of development intended for the zoning
district.
(g) Fuel pumps, private use. Private fuel pumps for use by commercial businesses are allowed,
provided that the current business, or its successor business, only uses the fuel pumps for its
vehicles and equipment and does not allow them to be used by the general public. For the
purposes of this UDC, private fuel pumps do not include those fuel pumps in use by a vehicle
fuel sales business as allowed in Table 3.
(h) Garages and carports, detached. Detached garages and carports are subject to the following
standards:
(1) For one and two family dwellings, the cumulative area of all detached accessory
buildings on the property shall not exceed the finished floor area of the residential
portion of the principal building;
(2) For multiple family dwellings, detached garages shall be designed to meet the
minimum number of required parking spaces and required setbacks. To the extent
practicable, garages shall be located to the side or rear of the building; and
(3) Garages and carports shall not be constructed of the following materials: fabric,
canvas, concrete block, cloth, plastic sheets, tarps, unfinished or corrugated metal,
exposed plywood, particle board, or similar materials.
(i) Gazebos. Gazebos are subject to the following standards:
(1) The cumulative area of all detached accessory buildings on the property shall not
exceed the finished floor area of the residential portion of the principal building; and
(2) Gazebos shall not be constructed of the following materials: fabric, canvas, concrete
block, cloth, plastic sheets, tarps, unfinished or corrugated metal, exposed plywood,
particle board, or similar materials.
(i) Micro unit dwellings. Micro unit dwellings are subject to the following standards:
(1) Each unit shall not exceed a gross floor area of 400 square feet;
(2) Micro unit dwelling shall be constructed as to be compatible in composition,
appearance, and durability with the exterior materials of the principal building of the
religious institution;
(3) The residents of each dwelling unit shall have access to water and electric utilities
either by connecting the units to utilities serving the principal building of the religious
institution or by providing residents access to permanent common kitchen facilities and
common facilities for toilet, bathing, and laundry within the principal building.
(4) An application for a conditional use permit shall contain a written plan approved by
the religious institution’s governing board that outlines the information in Minnesota
Statutes 327.30, subd. 3 (b).
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(5) For any city-approved micro dwelling unit, the religious institution shall annually
certify to the city that it has complied with the eligibility requirements for residents in
Minnesota Statutes 327.30, subd 1.
(j) Noncommercial greenhouses. Noncommercial greenhouses are subject to the following
standards:
(1) Shall be located in the rear yard;
(2) Shall be limited to one per property; and
(3) The cumulative area of all detached accessory buildings on the property shall not
exceed the finished floor area of the residential portion of the principal building.
(k) Patios, decks and porches. Within the TC district, porches and decks are not permitted.
(l) Sheds. Sheds are subject to the following standards:
(1) The cumulative area of all detached accessory buildings on the property shall not
exceed the finished floor area of the residential portion of the principal building; and
(2) Sheds shall not be constructed of the following materials: fabric, canvas, concrete
block, cloth, plastic sheets, tarps, unfinished or corrugated metal, exposed plywood,
particle board, or similar materials.
(m) Sidewalks. Sidewalks are subject to the following standards:
(1) Sidewalks on private property for one and two family dwellings shall be no more than
four feet in width;
(2) Sidewalks open for use by the general public, such as for multiple family dwellings,
institutional, or commercial uses, shall comply with the width requirements of the
Americans with Disabilities Act and with the requirements in the Crystal city code,
chapter VIII; and
(3) Within the TC and TC-PD districts when properties are redeveloped, sidewalks shall
be installed along all existing and proposed street frontages to a minimum width of six
feet.
(n) Solar energy systems. Solar energy systems are subject to the following standards:
(1) Visibility.
(i) Building-mounted solar energy systems shall be designed to be flush- mounted
with the roof when facing a public right-of-ways other than an alley.
(ii) Building-integrated photovoltaic systems shall be allowed regardless of visibility,
provided the building component in which the system is integrated meets all
required setback or other standards for the district in which the building is located.
(2) Feeder lines. Any electric lines accompanying a solar energy system, other than those
attached to on- site structures by leads, shall be buried within the subject parcel; and
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Table 5: Permitted Temporary Uses and Structures
Use Category and Use Type
P = Permitted Use
- = Not Permitted
Base Zoning Districts R-1 R-2 R-3 C TC I AP Allowable
Duration (per
site)
Permit
Required
Use-Specific
Standards in
Section:
Construction Dumpster
P P P P P P P
No more than
three consecutive
months in any
12-month period
See city code
section 605
515.27,
subdivision 2;
605
Garage/Yard Sales
P P P - - - -
Maximum of
three consecutive
days, four times
per calendar year
per site
No 515.27,
subdivision 3
Outdoor dining [1]
P P P P P P P 270 days per site
per calendar year
Zoning
Certificate
(Type 1
Review) [2]
515.27,
subdivision 4
Outdoor sales [1]
- - - P P P -
180 270 days per
site per calendar
year
Zoning
Certificate
(Type 1
Review)
515.27,
subdivision 5
Portable Storage Container P P P P - P P 60 days per site
per calendar year No 515.27,
subdivision 6
Signs, Temporary P P P P P P P See section 530 Sign Permit 530
Notes:
1. Outdoor seating for cafes or restaurants or outdoor sales areas for retail establishments that exceed the temporary
use duration time limits may be permitted as a permanent use with would require a conditional use permit.
2. A zoning certificate is not required for a mobile food unit.
515.27. Use-specific standards for temporary uses and structures.
Subd. 1. Purpose and applicability.
(a) This subsection provides site planning and/or operating standards for certain land uses that are
permitted in Table 5.
(b) The land uses and activities covered by this subsection shall comply with the applicable
standards for the specific use in all districts unless otherwise specified, in addition to all other
applicable provisions of this UDC.
Subd. 2. Construction dumpsters. Construction dumpsters are subject to the following standards:
115
Table 7: Zoning District Site Development Standards for Principal Buildings
R1 R2 R3 Commercial TC Industrial AP
Side 5 feet 15 10 feet 15 feet 10 feet
0 foot
minimum
10 feet
200’
from
resi-
dential
use
Rear 30 feet 30 feet 30 feet 10 feet
3 5 foot
minimum
10 feet
200’
from
resi-
dential
use
Corner Side 10 feet [2] 30 feet 30 feet 15 10 feet
2 foot
minimum
12 foot
maximum
15 10 feet
200’
from
resi-
dential
use
Number of Principal Buildings
Maximum number of
principal buildings per
property
One One One One
Not
Applicable One
Not
Appli-
cable
Minimum Lot Area
One-family Detached
Dwelling 6,000 SF 6,000 SF Not
Applicable
Not
Applicable
Not
Applicable Not
Applicable
Not
Appli-
cable
Two-Family Dwelling 10,000 SF 10,000 SF 10,000 SF Not
Applicable
Not
Applicable Not
Applicable
Not
Appli-
cable
Other Residential Uses Not
Applicable 10,000 SF 20,000 SF Not
Applicable
Not
Applicable Not
Applicable
Not
Appli-
cable
Non-Residential Uses
[3]
Not
Applicable
Not
Applicable
Not
Applicable 20,000 SF
Not
Applicable 20,000 SF
Not
Appli-
cable
Minimum Lot Depth
One-family Detached
Dwelling 100 feet 100 feet 100 feet Not
Applicable
Not
Applicable Not
Applicable
Not
Appli-
cable
Two-Family Dwelling 100 feet 100 feet 100 feet Not
Applicable
Not
Applicable Not
Applicable
Not
Appli-
cable
Other Residential Uses Not
Applicable 100 feet 100 feet Not
Applicable
Not
Applicable Not
Applicable
Not
Appli-
cable
Non-Residential Uses
[3] 100 feet 100 feet 100 feet 120 feet
Not
Applicable 120 feet
Not
Appli-
cable
Minimum Lot Width
120
Table 8: Zoning District Site Development Standards for Accessory Structures
Accessory Structure
Type R1 R2 R3 Commercial TC Industrial AP
Micro-unit dwellings 30 feet
from a
property
line along a
public
street
10 feet
from any
other
property
line
30 feet
from a
property
line along a
public
street
10 feet
from any
other
property
line
30 feet from
a property
line along a
public street
10 feet from
any other
property line
30 feet from a
property line
along a public
street
10 feet from
any other
property line
Not
Applicable
30 feet from
a property
line along a
public street
10 feet from
any other
property line
Not
Applic
able
Noncommercial
greenhouses
Front: 30
feet, but
cannot be
closer to
the street
than the
principal
building
Side: 3 feet
Rear: 3 feet
Corner
side: 10
feet
Front: 30
feet, but
cannot be
closer to
the street
than the
principal
building
Side: 3 feet
Rear: 3 feet
Corner
side: 10
feet
Not
Applicable
Not
Applicable
Not
Applicable
Not
Applicable
Not
Appli-
cable
Patios Front: 30
feet
Side: 1 foot
Rear: 1
foot
Corner
side: 10
feet
Front: 30
feet
Side: 1 foot
Rear: 1
foot
Corner
side: 10
feet
Front: 30
feet
Side: 5
feet
Rear: 3
feet
Corner side:
30 feet
Front: 30 feet
Side: 10
feet
Rear: 3
feet
Corner
side: 30
feet
Not
Applicable
Not
Applicable
Not
Appli-
cable
126
Figure 18: Fence location on corner residential lot (principal building facing longer side)
(3) Fences in non-residential districts. Fences in non-residential districts, including the TC-
PD district, shall comply with the following:
(i) For interior lots, fences shall not be taller than 4.5 feet in the front yard and 8.5 feet in
the side or rear yard; and
(ii) For corner lots, fence height is determined in the same manner as for corner residential
lots (see Figures 17 and 18), except that the maximum height shall be 8.5 feet where a
6.5 feet fence is allowed.
(iii) Fence height in front or corner side yards may exceed 4.5 feet in height up to a
maximum of 8.5 feet if the fence is used as screening as allowed in the Crystal city
code, subsection 520.13.
(b) Locational requirements.
(1) Fences may be located within a drainage and utility easement in side and rear yards. Where
such fences are installed, the city will not be responsible for repairing or replacing the fence
if work is done in the easement.
(2) Fences shall comply with the site distance triangle requirements as provided in the Crystal
city code, chapter VIII.
(3) All fences, including footings, shall be located entirely upon the property where the fence
is located. It is the property owner’s responsibility to locate property lines prior to installing
a fence.
(c) Design and maintenance requirements.
(1) Barbed wire, razor wire, concertina, dannert, and above-ground electrical fences are
prohibited. In the TC and TC-PD district chain-link fences are also prohibited.
(2) Fences taller than four feet shall either have underground posts at least ½ of the height of
the fence or underground posts at least 18 inches in depth that are completely encased in
concrete.
128
(b) Landscaping that is in compliance with the approved plans shall be installed before a certificate
of occupancy is issued for the site. If landscaping is not installed, the applicant shall be required
to submit a cash escrow in accordance with the requirements in the Crystal city code, section
510 for the relevant development review application.
Subd. 4. Landscaping standards.
(a) Plant quality and size.
(1) Appropriate materials. Landscape materials should complement the form of the existing
trees, plantings, and vegetation. The amount of shade or sun and soil conditions should be
considered in selecting plant materials. Plant materials are to include those materials and
species that are demonstrated to be hardy to conditions found in Minnesota.
(2) Approved and prohibited tree species. Trees selected for specific site design purposes shall
be those trees as identified and included on the list of approved trees as approved and
amended from time to time by resolution of the city council on file in the city clerk’s office.
The city’s approved list may include prohibited trees.
(3) Free of disease. Plants shall be free of disease, insects and/or damage, and shall be correctly
labeled indicating genus, species and cultivar. No label shall be removed until after the
final inspection by the city is completed.
(4) Variety of tree species. To curtail the spread of disease or insect infestation in a tree species,
new trees shall comply with the diversity standards of Table 9.
Table 9: Species Diversity
Number of Trees
Required on Site
Maximum Percentage of Trees
that may be of a Single Species
7-19 35%
20-39 30%
40 or more 25%
(5) Tree size requirements.
(i) Deciduous canopy or shade trees shall have a minimum Diameter at Breast Height
(DBH) of two inches for ball and burlap trees or DBH of two inches for container
trees at the time of planting. Multi-stem varieties shall be a minimum of six feet in
height above ground level at the time of planting.
(ii) Understory, small maturing, or ornamental trees shall have a minimum DBH of two
1.5 inches at time of planting. Multi-stem varieties shall be a minimum of four feet in
height above ground level at the time of planting.
(iii) Evergreen trees shall be a minimum of six feet in height for potted or ball and burlap
trees at the time of planting.
(b) Required landscaping.
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(1) Generally. Any lot remaining after providing parking, sidewalks, driveways, building, or
other permitted site improvements shall be planted and maintained in sod or turf grass,
supplemented by required trees, shrubs, native grasses, flowering plants, or similar
landscaping material.
(2) One and two family dwellings. For one and two family dwellings constructed after the
effective date of this UDC, one overstory deciduous tree shall be planted in the front yard.
An existing healthy and well-formed tree may be credited towards this requirement
provided that the tree is protected before and during development of the site according to
the requirements of this section. The tree to be credited shall be on the city’s list of
approved trees as established in subdivision 4 of this subsection.
(3) Uses other than one and two family dwellings. For a nonresidential, institutional, or
multiple family residential principal building constructed after the effective date of this
UDC, the following are the minimum landscaping requirements. Parking lots, which have
specific requirements in this subsection, are exempt from these requirements.
(i) One overstory deciduous tree shall be planted for every 30 feet of lot frontage; and
(ii) Shrubs shall be planted along building foundations that are visible from the public street.
(c) Installation of vegetation.
(1) General requirements.
(i) Minimum dimensions. Wherever this UDC requires a landscaped area of a specified
width, the width shall be measured within (interior measurements) any curb or wall
bordering the landscaping area.
(ii) Soils. Where landscaping is required, good quality loose soil must be provided and
shall not include substandard fill, gravel, sand or highly alkaline soil material.
(iii) Ball and burlap. Landscape materials installed in a ball or burlap form shall be installed
such that the ball and burlap does not extend above the immediate grade at installation.
(iv) Protective curbing. Where landscaping is installed in areas that are designed to manage
storm water run-off, no protective curbing shall be constructed that prohibits the flow
of or infiltration of surface water. In other instances landscape islands and similar
landscape areas may be protected by a B6-12 concrete curb and gutter where otherwise
deemed necessary by the city engineer.
(v) Safety requirements. Landscape materials shall be located so that at maturity they do
not interfere with safe sight lines for pedestrians or vehicular traffic and do not conflict
with overhead lights or utility lines.
(2) Turf or ground cover.
(i) Requirements for native prairie grasses and or drought tolerant species of native are
located in the Crystal city code, section 615.
(ii) Ground cover may consist of grass normally grown in permanent lawns in Minnesota.
Such turf grass shall be planted according to the requirements found in the Crystal
city code, section 615, and may be sodded or seeded, except in swales or other areas
132
(i) All protected trees shall be fenced in before grading or other land-disturbing activity
begins. Fencing shall extend at least five feet from the edge of the drip line (See Figure
21 for illustration of a drip line), but in no case closer than ten feet to the trunk;
Figure 21: Illustration of protective fence placement for trees.
(ii) The zoning administrator shall consider existing site conditions in determining the
exact location of any tree protection fencing; and
(iii) All fencing required by this subsection shall be at least four feet in height and secured
using appropriate posts.
(e) Encroachments into root zones. Encroachment into root zones shall comply with the following:
(1) Encroachments within the root zones of trees protected in accordance with this subsection
shall occur only in rare instances; and
(2) If such an encroachment is anticipated, written verification by a qualified arborist shall be
required documenting the tree’s condition before and after the encroachment, including
preventive measures that shall be employed prior to, during, and after the encroachment to
insure the viability of the tree.
Subd. 6. Parking lot landscaping requirements.
(a) Purpose. The purpose for parking lot landscaping requirements is to provide for effectively
designed and properly placed landscape improvements to minimize the potential negative
effects of large expanses of asphalt, such as creating unnecessary surface water runoff and
presenting a sterile image.
(b) Parking lots adjacent to streets. The area of a parking lot facing a street shall comply with the
following:
(1) A parking area for a nonresidential, institutional, or multiple family residential use adjacent
to a public street shall be designed to provide a landscaped planting strip of the minimum
required setback area between the street right-of-way and any parking area (see Figure 22);
133
Figure 22: Perimeter landscaping required between a parking lot and a street.
(2) The landscaping shall have a minimum height of 36 inches and be designed and maintained
to screen cars from view of the street and meet the site visibility requirements of the Crystal
city code, chapter VIII;
(3) Screening materials may include a combination of plant materials including trees, shrubs,
raised planters, solid decorative masonry walls, or other screening devices which meet the
intent of this requirement (see Figure 23).
Figure 23: Illustration of parking lot perimeter screening.
(4) A parking lot is not required to be screened from the street if the parking lot is not
adjacent to a residential use and the parking lot is set back at least double the required
setback.
(c) Parking lots adjacent to side or rear property lines. Parking areas for a nonresidential,
institutional, or multiple family dwelling use shall provide a perimeter landscape strip of the
minimum required setback area where the parking area adjoins a side or rear property line. At
a minimum the landscape strip shall contain sod or turf grass, but may be supplemented by
trees, shrubs, native grasses, flowering plants, or similar landscaping materials.
(d) Parking lots adjacent to residential uses. Parking lots adjacent to a one or two family dwelling
shall comply with the following:
134
(1) A landscaped buffer of the minimum setback area shall be provided between the parking
lot and the property line of the residential use;
(2) The landscaping shall have a minimum height of 36 inches and be designed and maintained
to screen cars from view of the residential use. Screening may consist of shrubs, planters,
solid decorative walls, or other screening devices which meet the intent of this requirement;
and
(3) Shade trees shall also be provided at the rate of one for each 30 linear feet of landscaped
area along the property line between the parking lot and the residential use.
(e) Parking lots in the TC and TC-PD districts: Parking lots in the TC and TC-PD districts shall
be screened from streets and sidewalks by a masonry retaining wall or evergreen hedge a
minimum of 36 inches and a maximum of 48 inches in height. If driveway visibility would be
impaired, as described in chapter 8 of the Crystal city code, the city will consider alternatives
that meet screening objectives.
(f) Landscaping for parking lot interior. The landscaping for the interior of a parking lot shall
comply with the following:
(1) Amount of landscaping.
(i) Parking lots with 20 or more spaces shall provide landscaping at a minimum ratio of
ten percent of the gross area of the parking lot, which is computed by means of the
smallest square, circle, rectangle, triangle or combination thereof that shall encompass
the extreme limits of the parking lot perimeter, not including any landscape islands
within or projections into the parking lot (including all drive and parking aisles). If
parking is located on the side of the structure (not adjacent to a street) or in the rear,
this landscaping ratio may be reduced to five percent; and
(ii) Trees meeting the size requirements of Crystal city code, subsection 520.11, subd. 4
(a) (5) not less than five feet in height and 15-gallon container in size shall be planted
throughout the parking lot.
(2) Landscaping location. Landscaping shall be evenly dispersed throughout the parking lot,
as follows:
(i) Landscaped islands shall have a minimum width of nine feet as the narrowest
dimension;
(ii) Shade trees planted using an orchard-style planting (the placement of trees in
uniformly-spaced rows) is encouraged for larger parking areas; and
(iii) The area not covered by the canopy of the tree, but within an interior landscape area,
shall be covered by shrubs, grass, ground cover, landscape gravel, or mulch.
520.13. Screening.
Subd. 1. Purpose. The purpose of this subsection is to increase or maintain property values and
generally protect the public welfare by screening uses that could have an adverse impact on neighboring
properties.
135
Subd. 2. Applicability. The requirements of this subsection shall apply to all proposed development
and new land uses unless otherwise stated.
Subd. 3. Types of screening. Unless otherwise stated, screening may consist of vegetation, fences,
walls, berms, or other visual barriers.
Subd. 4. Items to be screened. The following areas shall be screened in accordance with this
subsection:
(a) Waste receptacles containers. Except for one and two family dwellings, Outdoor outdoor waste
enclosures receptacles, including for dumpsters, grease collection containers and recycling
containers, shall be screened on all sides by wood, masonry walls, or other material compatible
with the principal building with a minimum height of six feet. One side of the storage area
shall be furnished with swinging doors. Whenever feasible, the enclosure shall be located away
from residential areas in the and at least five feet from any side or rear yard property line, away
from residential areas;
(b) Ground-mounted mechanical equipment. Ground-mounted mechanical equipment shall be
screened from view of adjacent properties or public rights-of-way. This screening shall meet
the following requirements:
(1) Location and height requirements
(i) Ground-mounted equipment shall not be located between the building and the public
right-of-way.
(ii) Screening shall be as high as the highest point of the equipment being screened. If a
screen greater than 8 feet tall is required, the zoning administrator may require that the
equipment be located in the principal building or the most visually inconspicuous area of
the property that does not cause unnecessary negative impacts to residential properties.
(2) Exceptions. The following ground-mounted mechanical equipment shall be exempt from
the screening requirements of this subsection:
(i) Minor equipment not exceeding 18 inches in height.
(ii) Mechanical equipment accessory to a one or two-family dwelling.
(c) Roof-mounted mechanical equipment. Except for roof-mounted mechanical equipment for a
one or two family dwelling, Roofroof-mounted mechanical equipment shall be screened from
view of adjacent properties and public rights-of-way, accomplished through the two methods
in (1) and (2), below. As an alterative to these methods, the city may, at its discretion, allow
rooftop equipment to be screened by painting it to match or approximate the color of the
background against which the equipment is viewed. Solar energy systems are exempt from
screening requirements if screening would interfere with system operations.
136
(1) Use of building walls, parapets, and/or roof systems (See Figure 24)
Figure 24: Example of how parapet walls are utilized
to screen roof mounted mechanical equipment.
(2) Locate the equipment to a sufficient distance from the roof edge so as to not be visible.
(d) Outdoor storage. Screening shall create a visual and or/sound barrier of the object being
screened from adjacent properties and the public right-of-way. Commercial truck storage or
parking, vehicle impound lots, and rental of trailers and/or vehicles in excess of three quarter
ton (3/4) ton capacity shall utilize an opaque fence of not less than six feet in height;
(e) Commercial uses. Screening shall create a visual and/or sound barrier between the commercial
use and residential dwellings. Requirements for parking lot screening are found in the Crystal
city code, subsection 520.11; and
(f) Multiple family residential dwellings. Screening shall create a visual barrier between the
multiple family dwelling and one and two family residential dwellings or commercial
buildings. Requirements for parking lot screening are found in the Crystal city code, subsection
520.11.
Subd. 5. Design standards for screening. Screening shall comply with the following design
standards:
(a) Screening shall be installed to create a visual barrier so as to reduce the vision of the object
being screened;
(b) If vegetation is used for screening, it shall consist of a compact evergreen or deciduous hedge
or trees of a sufficient width and density to provide an effective screen throughout the year;
(c) If a berm is used for screening, it shall be of a sufficient height to provide an effective screen;
and
(d) A screening fence or wall shall be constructed of an opaque material. Such screening shall
provide a solid screening effect and not exceed the height limitations in the Crystal city code,
139
Traffic into and out of business areas shall to the maximum extent possible, be forward moving
with no backing into streets.
(f) Off-street parking of motor vehicles and recreational vehicles and equipment. Motor vehicles
and recreational vehicles and equipment may be parked or stored outside as provided in the
Crystal City Code, chapter 13. If parked or stored outside, motor vehicles and recreational
vehicles and equipment shall have current valid registration including clearly visible license
plate tabs. Lawful vehicle sales are exempt from this requirement.
Subd. 4. Rules for computation.
(a) Calculation. The following rules shall apply when computing parking spaces:
(1) Driveway space meeting parking requirements. Entrances, exits, or driveways shall not be
computed as any part of a required parking lot or area, except in the case of one or two
family dwellings where driveways may be used in calculating the amount of off-street
parking;
(2) Multiple uses. Unless otherwise noted or approved, off-street parking areas serving more
than one use shall provide parking in an amount equal to the combined total of the
requirements for each use. The required base number of parking spaces shall be counted
only once for multiple use buildings;
(3) Area measurements. All square-footage-based parking standards shall be computed on the
basis of gross floor area of all floors in a nonresidential building. Up to 15 percent of the
gross floor area may be excluded from the above calculation if the area is used for storage,
loading, unloading, or for mechanical equipment; and
(4) Vehicle fuel stations. Spaces at the pump at a vehicle fuel station may count toward the
minimum parking space requirements.
(b) Occupancy-or capacity-based standards.
(1) For the purpose of computing parking requirements based on employees, students,
residents, or occupants, calculations shall be based on the typical, or average, number of
persons working on a single shift or the typical enrollment, whichever is applicable.
(2) In hospitals, bassinets shall not be counted as beds.
(3) In the case of benches, pews, and similar seating accommodations, each 24 inches thereof
shall be counted as one seat for the purpose of determining the parking requirements. If
fixed seating is not provided, then each seven square feet of floor area shall be counted as
one seat.
(c) Unlisted uses.
(1) Upon receiving an application for a use not specifically listed in the parking schedule
below, the zoning administrator shall apply the parking standard specified for the listed use
that is deemed most similar to the proposed use in regards to use, size, and intensity of use.
(2) If the zoning administrator determines that there is no listed use similar to the proposed
use, intensity, or size, they may refer to the estimates of parking demand based on
recommendations of the American Planning Association (APA), the Urban Land Institute
(ULI) and/or the Institute of Traffic Engineers (ITE).
147
(2) An auxiliary space cannot exceed 12 feet in width and 24 feet in length, and must be at
least ten feet from the habitable portion of a residential structure on an adjacent property;
and
(3) For access to the auxiliary space, a hard surfaced taper also is permitted, provided it does
not extend into the boulevard and has an angle of at least 22-1/2 degrees and no more than
45 degrees. If the property has setback or topographic constraints that prevent reasonable
access to a lawful auxiliary space, then the city engineer may allow the taper to extend into
the boulevard but only to the minimum extent necessary to provide reasonable access.
Subd. 10. Setbacks. Except for off-street parking lots within the TC and TC-PD districts, which
have separate requirements in paragraph (d) of this subdivision, all parking lots are subject to the setback
requirements in paragraphs (a) through (c) of this subdivision.
(a) The face of the curb shall not be within five feet of any property line and the back of the curb
shall not be within four feet of any property line.
(b) If a parking lot for a commercial, institutional, or multiple family dwelling use is adjacent to a
property used for one or two-family residential dwellings, the face of the curb for the parking
lot shall not be within ten feet of the shared property line and the back of the curb shall not be
within nine feet of the shared property line.
(c) All setbacks near intersections of public streets shall be determined by the city engineer.
(d) Within the TC and TC-PD districts, if a parking lot is constructed it shall be subject to the
following setback and locational requirements:
(1) Location. Off-street parking lots are prohibited in front of the building, but may be
located to the rear or side of buildings (see Figure 28);
Figure 28: Allowable locations for off-street parking lots in the TC and TC-PD districts
(2) Corner side property line. The face of the curb shall not be within 12 feet of the
property line and the back of the curb shall not be within 11 feet of the property line;
(3) Interior side property line. The face of the curb shall not be within 2 feet of the
property line and the back of the curb shall not be within 1 foot of the property line;
and
148
(4) Rear property line. The face of the curb shall not be within 4 feet of the property
line and the back of the curb shall not be within 3 foot of the property line.
Subd. 11. Parking design standards. Required parking areas shall be designed, constructed, and
maintained in compliance with the requirements of this subsection.
(a) Access to parking area. Access to parking areas (i.e. driveways) shall be as provided as follows.
Requirements for curb cuts and driveways approaches are provided in the Crystal city code,
Chapter VIII.
(1) One and two-family dwellings. Driveway width shall not exceed the width of the garage’s
vehicle entrance plus six feet, except that properties without a garage or with only a single
stall garage shall not have a driveway that exceeds 16 feet in width.
(2) Access for uses other than one and two-family dwellings.
(i) Parking areas shall provide suitable maneuvering area so that vehicles enter from and
exit to a public street in a forward direction only.
(ii) Parking lots shall be designed to prevent access at any point other than at designated
access drives.
(iii) A development that provides 20 or more parking spaces in a parking lot that is
accessed from a collector or arterial street shall have access driveways that are not
intersected by a parking aisle, parking space, or another access driveway for a
minimum distance of 20 feet from the street right-of-way, to provide a queuing or
stacking area for vehicles entering and exiting the parking area (See Figure 29).
Figure 29: Non-impeded access driveway.
(iv) A minimum unobstructed clearance height of 14 feet shall be maintained above areas
accessible to vehicles within nonresidential developments.
(3) To ensure proper location and configuration, a permit is required from the city manager
or designee for work on driveways. For driveway plans that involve changes to an
existing curb cut or construction of a new curb cut within the public right-of-way, a right
of way permit application shall be approved in accordance with the Crystal city code,
chapter VIII.
(b) Parking space dimensions.
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(1) Required dimensions. Each parking space and aisle shall comply with the minimum
dimensions in Table 12 as illustrated in Figure 30.
Table 12: Parking Space and Aisle Dimensions
Angle of
Parking
(degrees)
One-Way
Maneuvering
Aisle Width
(Feet)
“A”
Two-Way
Maneuvering
Aisle Width
(Feet)
“A”
Parking Stall Width
(Feet)
“B”
Parking Stall Length
(Feet)
“C”
Compact
Size
Low
Turnover Full Size Compact
Size
Low
Turnover Full Size
0 o – Parallel 12 20 8 8.5 9 18 22 22
30 o – 53o 14 20 8 8.5 9 16 20 20
54 o – 75 o 18 22 8 8.5 9 16 20 20
76 o – 90 o 22 24 8 8.5 9 16 18 18
Figure 30: Parking space and aisle requirements based on angle of parking.
(2) Width increase. When the length of a parking space abuts a column, fence, wall, or other
obstruction, the required width of the entire parking space shall be increased by at least one
foot.
(3) No overhang. The required length of a parking space shall not provide for a vehicle
overhanging a landscaped area or walkway.
(4) Use of compact vehicle spaces. This paragraph provides for the establishment of compact
vehicle spaces as an alternative to full sized spaces. Such spaces shall comply with the
following:
(i) For parking lots with 50 or more spaces, a minimum of five percent of the total spaces
shall be designed for compact vehicle spaces;
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(ii) iA maximum of 20 percent of spaces in any single parking lot may be dedicated to
compact parking spaces;
(iii)(ii) Compact spaces shall be clearly labeled for “compact cars” and grouped together
in one or more locations or at regular intervals so that only compact vehicles can easily
maneuver into the space;
(iv)(iii) Existing developments that wish to utilize this subsection to create additional
parking spaces (e.g., either by adding land area to an existing parking lot or modifying
an existing parking lot to gain more spaces) shall first apply for a zoning certificate or
site plan review, whichever is applicable; and
(v)(iv) The minimum off-street parking dimensions for compact vehicle spaces shall be
as identified in Table 12.
(5) Low turnover parking. This paragraph allows for the establishment of narrower parking
spaces in locations where the typical user parks for more than two hours. Such spaces shall
comply with the following:
(i) The zoning administrator shall determine whether the proposed low turnover spaces
are consistent with the stated purpose of this subsection;
(ii) Existing developments that wish to utilize this subsection to create additional parking
spaces (e.g., either by adding land area to an existing parking lot or modifying an
existing parking lot to gain more spaces) shall first apply for a zoning certificate or site
plan review, whichever is applicable; and
(iii) The minimum off-street parking dimensions for low turnover parking spaces shall be
as identified in Table 12.
(c) Surfacing.
(1) Within all zoning districts, parking lots and driveways shall be paved and permanently
maintained with asphalt, concrete, or approved paving units.
(2) Parking lots and driveways may be constructed with the use of other all-weather surfacing
as determined to be appropriate by the city engineer, where it is first determined that a
surface other than asphalt or concrete is consistent with the driveways of similar properties
in the vicinity, and that the alternate surface will not impair accessibility for emergency
vehicles.
(3) The grade elevation of any parking area shall not exceed ten percent.
(d) Striping and identification.
(1) Parking spaces shall be clearly outlined with four-inch wide lines painted on the parking
surface.
(2) The striping shall be continuously maintained in a clear and visible manner in compliance
with the approved plans.
(3) The color of the striping shall be white or yellow, unless another color is required by state
law (e.g., parking for the disabled).
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(e) Grading and drainage.
(1) All grading plans relating to the parking facilities shall be reviewed and approved by the
city engineer before any work can commence.
(2) All off-street parking facilities shall be properly graded and drained so as to dispose of all
surface water accumulated within the area of the parking lot.
(3) In no instance shall a storm drainage facility be designed to allow the flow of water into
abutting property without an approved easement.
(f) Curbing. The purpose of curbing is to minimize storm water runoff, protect building and
parking lot edges, and increase the survivability of plants. The following standards are
applicable to curbing:
(1) Except for one or two-family dwellings, all parking areas or lots shall have cast-in-place
concrete barrier curb and gutter around the perimeter of the entire parking lot. The curb
shall be at least six inches wide and the gutter shall be at least 12 inches wide. This
minimum standard is typically referred to as “B6-12” curb and gutter.
(g) Sight distances. Adequate sight distances for vehicles and pedestrians shall be provided for
parking lots.
(h) Parking lot landscaping. Requirements for parking lot landscaping are provided in the Crystal
city code, subsection 520.11.
(i) Parking lot lighting. If exterior lighting is proposed in the parking plan, the lighting shall meet
the requirements as provided in the Crystal city code, subsection 520.07.
(j) Pedestrian connections. When feasible, the parking plan shall show pedestrian connections
within the property and to existing or planned public sidewalk and trail connections, except
that in the TC and TC-PD districts a minimum six foot wide pedestrian access shall be provided
from the principal entrance to any off-street parking lot.
(k) Deviation from standards requires a detailed study. No proposed parking layout which deviates
from the standards identified in subdivision 11 of this subsection and which could create a
safety hazard(s) shall be allowed unless the developer provides a detailed report or study
prepared by a registered transportation or civil engineer who demonstrates that the parking
layout is a viable alternative and is consistent with the purpose of this section. This alternative
plan is subject to the approval of the city engineer.
Subd. 12 Maintenance. All parking spaces, driveways, and striping shall be continually maintained
in a clean and orderly manner and kept in good repair.
Subd. 13. Loading space requirements.
(a) Purpose. The purpose of these requirements is to provide design standards for loading spaces
if such spaces are proposed by a property owner.
(b) Prohibition. Loading spaces are prohibited in all residential zoning districts and the TC district.
(c) General design standards. Loading spaces shall be designed, constructed, and maintained in
accordance with the standards and requirements set forth below:
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Table 13: Required cash payment
Land Use Required payment
Residential uses $1,000 per dwelling unit
Commercial/Industrial uses $5,000 per acre
(1) If a property is transitioning from a pre-existing commercial or industrial use to a residential
use, the City Council shall consider crediting a new subdivision for the cash payment required
under the previous land use.
(2) Cash payments in lieu of dedication are payable before the city releases the final plat for
recording. The payment shall be placed in a special fund established by the city to be used
solely for the purposes of acquisition and development or improvement of parks,
playgrounds, trails, or open space.
(e) Credit for private land. A credit of up to 25 percent of the dedication requirements may be
awarded for park and open space that is to be privately owned and maintained by the future
residents of the subdivision. A credit will not be awarded unless the following conditions are
met:
(1) Private open space may not be occupied by nonrecreational buildings and must be available
for the use of all the residents of the proposed subdivision;
(2) Required building setbacks will not be included in computation of private open spaces;
(3) Use of the private open space must be restricted for park, playground, trail, or open space
purposes by recorded covenants that run with the land in favor of future owners of property,
and cannot be eliminated without the consent of the city council;
(4) Credit for private trail improvements shall only be given by the city when the trail system
connects to a public trail or walkway system;
(5) The private open space will be of a size, shape, location, topography, and usability for park
or recreational purposes, or contain unique features which are important to be preserved;
and
(6) The private open space must reduce the demand for public recreational facilities or public
open space occasioned by development of the subdivision.
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Section 530
Signage
530.01. Findings, purpose and effect.
Subd. 1. Findings. The city council hereby finds as follows:
(a) Exterior signs have a substantial impact on the character and quality of the environment;
(b) Signs provide an important medium through which individuals may convey a variety of
messages; and
(c) Signs can create traffic hazards, aesthetic concerns and detriments to property values, thereby
threatening the public health, safety and welfare.
Subd. 2. Purpose and intent. It is not the purpose or intent of this section to regulate the message
displayed on any sign; nor is it the purpose or intent of this section to regulate any building design or any
display not defined as a sign, or any sign which cannot be viewed from outside a building. The purpose and
intent of this section is to:
(a) Regulate the number, location, size, type, illumination and other physical characteristics of
signs within the city in order to promote the public health, safety and welfare;
(b) Maintain, enhance and improve the aesthetic environment of the city by preventing visual
clutter that is harmful to the appearance of the community;
(c) Improve the visual appearance of the city while providing for effective means of
communication, consistent with constitutional guarantees and the city’s goals of public safety
and aesthetics; and
(d) Provide for fair and consistent enforcement of the sign regulations set forth in this section.
530.03. General sign requirements.
Subd. 1. Permit required. Unless exempted under subdivision 2 of this subsection, no sign shall be
erected, altered, reconstructed, maintained, or moved in the city without first securing a permit from the
city. The content of the sign shall not be reviewed or considered in determining whether to approve or deny
a sign permit. Application for a permit shall be on a form provided by the city.
Subd. 2. Exemptions. The following signs shall not require a permit. These exemptions, however,
shall not be construed as relieving the owner of the sign from the responsibility of its erection and
maintenance, and its compliance with the provisions of this UDC or any other law or ordinance regulating
the same.
(a) The changing of the display surface on a painted or printed sign only. This exemption, however,
shall apply only to poster replacement and/or on-site changes involving sign painting elsewhere
than directly on a building.
(b) Small signs.
(c) Governmental signs.
(d) Menu boards for drive-through restaurants or eating establishments.
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(4) The “sign specific standards” column cross-references standards that are specific to an
individual sign type and are applicable to that sign in all districts unless otherwise stated in
the sign specific standards.
Table: 14: Signs allowed by zoning district
Sign Type
Zoning District
Sign Specific
Standards
R-1 R-2 R-3 C TC I AP
Canopy, Marquee, and
Fixed Awnings
P P P P P P P 530.11, subdivision 1
Electronically controlled
readerboard
P P P P - P P 530.11, subdivision 2
Electric
P P P P P P P
Freestanding
- - - P - P P 530.11, subdivision 3
Governmental A A A A A A A
Monument
P P P P P P P 530.11, subdivision 4
Multiple Tenant - - - P P P - 530.11, subdivision 6
Off-Premise
- - - - - - -
Projecting
- - - P P P P 530.11, subdivision 5
Roof
- - - - - - -
Rotating
- - - - - - -
Sandwich board - - - P P - - 530.11, subdivision 7
Shimmering - - - P - P P
Temporary
P P P P P P P 530.11, subdivision 8
Small
A A A A A A A
Wall
P P P P P P P 530.11, subdivision 9
530.11. Sign specific standards. The following requirements for specific sign types apply in addition to
those requirements found in Table 14.
Subd. 1. Canopies, marquees and fixed awnings. Signs are allowed on canopies, marquees and
fixed awnings, which are an integral part of the structure to which they are attached. Within the residential
districts, these signs are only allowed for multiple family dwellings, or institutional or commercial uses,
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Table: 15: Freestanding or Pylon Signs
Sign Type Number
Allowed
Maximum
Height
Area Minimum
Street
Frontage
Setback From
Lot Line
Setback
From
Right-of-
Way
Freestanding
or pylon sign
1 [1] 25 feet 1 square foot
of sign per
linear foot of
frontage [2]
50 feet 10 feet, and 50
feet from
residential
district, park,
school, library,
church or
similar land use
[3]
10 feet
Notes:
1. A property abutting more than one street may have one additional freestanding sign on one of the
additional street rights-of-way provided that such right-of-way is on an arterial or collector street and such
sign is more than 50 feet distant from any other freestanding sign on the property.
2. The area of a sign may not exceed the following square footages based on the street the sign abuts:
1. Principal arterial - 200 square feet
2. Minor arterial or major collector – 150 square feet
3. Minor collector – 100 square feet
4. Local – 50 square feet
3. All parts of a freestanding sign (supports, structure, display, or trim) shall meet this setback requirement.
Subd. 4. Monument signs. Monument signs are subject to the following standards:
(a) In the residential districts, monuments signs are only allowed for multiple family
dwellings or institutional or commercial uses;
(b) Monument signs shall meet the requirements in Table 16; and
(c) Except in the TC district, an electronically controlled reader board is allowed as part
of a monument sign.
Table: 16: Monument Signs
Sign Type Number
Allowed
Maximum
Height
Area Setback From
Any Property
Line
Setback
From
Right-of-
Way
Monument 1 [1] 6 feet in R-1,
R-2, R-3 and
TC; 25 feet
in C, I and
AP
Maximum 75
square feet in
R-1, R-2, R-3
and TC; same
area
requirements
as
10 feet 10 feet
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Table: 16: Monument Signs
Sign Type Number
Allowed
Maximum
Height
Area Setback From
Any Property
Line
Setback
From
Right-of-
Way
Freestanding
signs in C, I,
and AP
Note:
1. A property abutting more than one street may have one additional monument sign on one
of the additional street rights-of-way provided that such right-of-way is on an arterial or major
collector street.
Subd. 5. Projecting signs. Projecting signs are subject to the following standards:
(a) Projecting signs shall meet the requirements in Table 17; and
Table: 17: Projecting Signs
Sign Type Number
Allowed
Maximum
Height
Area Setback From
Any Property
Line
Setback
From
Right-of-
Way
Projecting Maximum
of 2 wall or
projecting
signs per
wall [1]
Minimum
10 feet
clearance
above grade
and may not
be higher
than roofline
Up to 10% of
the wall area
to which it is
affixed when
combined
with wall
signs
10 feet, but
sign may be
equidistant
between the
side property
lines if the
property is less
than 20 feet in
width
10 feet
Note:
1. A property abutting more than one street may have one additional projecting sign on one of
the additional street rights-of-way provided that such right-of-way is on an arterial or collector
street and such sign is more than 50 feet distant from any other projecting sign on the property.
(b) Buildings exceeding 80,000 square feet in size on lots of over 20,000 square feet are permitted
to have wall/projecting signage of up to 250 square feet.
Subd. 6. Multiple-tenant. The following provisions shall apply to multiple-tenant buildings within
the commercial and industrial districts.
(a) Wall signs. Each tenant in a multiple-tenant building may have a flat wall sign in compliance
with the wall sign requirements in Table 18. In addition, the multiple-tenant building may have
wall signage on common walls of the building as long as no more than ten percent of that wall
is occupied by signage.
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(b) Freestanding signs. Where allowed, one freestanding sign shall be permitted for each multiple-
tenant building.
(c) Canopies and awnings. The design of canopies shall be in keeping with the overall building
design in terms of location, size, and color. No canopies with visible wall hangers shall be
permitted. Signage on canopies may be substituted for allowed building signage and shall be
limited to 25% of the canopy area.
Subd. 7. Sandwich board signs. Sandwich board signs are subject to the following standards:
(a) Signs shall not exceed six square feet in size;
(b) One sign is allowed per property. Within the TC district, one sign is allowed per business; and
(c) Signs shall only be displayed during business operating hours.
Subd. 8. Temporary signs. The temporary use of banners, pennants, balloon signs, portable signs
and similar devices requires a permit. The permit is valid for seven consecutive days. Not more than six
permits for each property, or if applicable each tenant in a multiple tenant building, may be granted in a 12-
month period. The permit must be prominently displayed at the principal use in the same manner required
for building permits. Temporary signs shall conform to the same location and dimension requirements as
permanent signs.
(a) Non-commercial speech signs. Notwithstanding any other provisions of these sign
requirements, all signs of any size containing non-commercial speech may be posted from
August 1 in any general election year until ten days following the general election and 13 weeks
prior to any special election until ten days following the special election.
Subd. 9. Wall signs.
(a) Wall signs in residential districts. In the residential districts, wall signs are allowed for multiple
family dwellings, or institutional or commercial uses, subject to the following standards:
(1) Wall signs are only permitted on walls fronting on a public street or facing other property
used for institutional, commercial or industrial purposes.
(2) No more than one sign is permitted on each wall.
(3) No wall sign shall exceed 10% of the wall area or 75 square feet in area, whichever is less.
(4) Wall signs for home business are allowed according to the requirements in the Crystal city
code, subsection 515.23.
(b) Wall signs in commercial and industrial districts. In the commercial and industrial districts,
wall signs are subject to the following standards:
(1) Wall signs shall meet the requirements in Table 18;
Sec. 57.
[327.30] SACRED COMMUNITIES AND MICRO-UNIT DWELLINGS.
Subdivision 1.
Definitions.
(a) For the purposes of this section, the following terms have the meanings given.
(b) Chronically homeless" means an individual who:
(1) is homeless and lives or resides in a place not meant for human habitation, a
safe haven, or in an emergency shelter;
(2) has been homeless and living or residing in a place not meant for human
habitation, a safe haven, or in an emergency shelter continuously for at least one year or on at
least four separate occasions in the last three years; and
(3) has an adult head of household, or a minor head-of-household if no adult is
present in the household, with a diagnosable substance use disorder, serious mental illness,
developmental disability, post-traumatic stress disorder, cognitive impairments resulting
from a brain injury, or chronic physical illness or disability, including the co-occurrence of
two or more of those conditions.
(c) "Designated volunteers" means persons who have not experienced
homelessness and have been approved by the religious institution to live in a sacred
community as their sole form of housing.
(d) "Extremely low income" means an income that is equal to or less than 30
percent of the area median income, adjusted for family size, as estimated by the Department
of Housing and Urban Development.
(e) "Micro unit" means a mobile residential dwelling providing permanent housing
within a sacred community that meets the requirements of subdivision 4.
(f) "Religious institution" means a church, synagogue, mosque, or other religious
organization organized under chapter 315.
(g) "Sacred community" means a residential settlement established on or
contiguous to the grounds of a religious institution's primary worship location primarily for
the purpose of providing permanent housing for chronically homeless persons, extremely
low-income persons, and designated volunteers that meets the requirements of subdivision 3.
Subd. 2.
Dwelling in micro units in sacred communities authorized.
Religious institutions are authorized to provide permanent housing to people who
are chronically homeless, extremely low-income, or designated volunteers, in sacred
communities composed of micro units subject to the provisions of this section. Each religious
institution that has sited a sacred community must annually certify to the local unit of
government that it has complied with the eligibility requirements for residents of a sacred
community in this section.
Attachment C
Subd. 3.
Sacred community requirements.
(a) A sacred community must provide residents of micro units access to water and
electric utilities either by connecting the micro units to the utilities that are serving the
principal building on the lot or by other comparable means, or by providing the residents
access to permanent common kitchen facilities and common facilities for toilet, bathing, and
laundry with the number and type of fixtures required for an R-2 boarding house under
Minnesota Rules, part 1305.2902. Any units that are plumbed shall not be included in
determining the minimum number of fixtures required for the common facilities.
(b) A sacred community under this section must:
(1) be appropriately insured;
(2) have between one-third and 40 percent of the micro units occupied by
designated volunteers; and
(3) provide the municipality with a written plan approved by the religious
institution's governing board that outlines:
(i) disposal of water and sewage from micro units if not plumbed;
(ii) septic tank drainage if plumbed units are not hooked up to the primary worship
location's system;
(iii) adequate parking, lighting, and access to units by emergency vehicles;
(iv) protocols for security and addressing conduct within the settlement; and
(v) safety protocols for severe weather.
(c) Unless the municipality has designated sacred communities meeting the
requirements of this section as permitted uses, a sacred community meeting the requirements
of this section shall be approved and regulated as a conditional use without the application of
additional standards not included in this section. When approved, additional permitting is not
required for individual micro units.
(d) Sacred communities are subject to the laws governing landlords and tenants
under chapter 504B.
Subd. 4.
Micro unit requirements.
(a) In order to be eligible to be placed within a sacred community, a micro unit
must be built to the requirements of the American National Standards Institute (ANSI) Code
119.5, which includes standards for heating, electrical systems, and fire and life safety. A
micro unit must also meet the following technical requirements:
(1) be no more than 400 gross square feet;
(2) be built on a permanent chassis and anchored to pin foundations with
engineered fasteners;
(3) have exterior materials that are compatible in composition, appearance, and
durability to the exterior materials used in standard residential construction;
(4) have a minimum insulation rating of R-20 in walls, R-30 in floors, and R-38 in
ceilings, as well as residential grade insulated doors and windows;
(5) have a dry, compostable, or plumbed toilet or other system meeting the
requirements of the Minnesota Pollution Control Agency, Chapters 7035, 7040, 7049, and
7080, or other applicable rules;
(6) have either an electrical system that meets NFPA 70 NEC, section 551 or 552
as applicable or a low voltage electrical system that meets ANSI/RVIA Low Voltage
Standard, current edition;
(7) have minimum wall framing with two inch by four inch wood or metal studs
with framing of 16 inches to 24 inches on center, or the equivalent in structural insulated
panels, with a floor load of 40 pounds per square foot and a roof live load of 42 pounds per
square foot; and
(8) have smoke and carbon monoxide detectors installed.
(b) All micro units, including their anchoring, must be inspected and certified for
compliance with these requirements by a licensed Minnesota professional engineer or
qualified third-party inspector for ANSI compliance accredited pursuant to either the
American Society for Testing and Materials Appendix E541 or ISO/IEC 17020.
(c) Micro units that connect to utilities such as water, sewer, gas, or electric, must
obtain any permits or inspections required by the municipality or utility company for that
connection.
(d) Micro units must comply with municipal setback requirements established by
ordinance for manufactured homes. If a municipality does not have such an ordinance, micro
units must be set back on all sides by at least ten feet.
EFFECTIVE DATE.
This section is effective January 1, 2024.