HomeMy WebLinkAbout2024-07-24 Planning Commission Regular Meeting PacketAg enda
Planning Commission
City Of E dina, Minnesota
City Council Cham ber s
Wednesday, July 24, 2024
7:00 PM
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I.Ca ll To Ord er
II.Roll Ca ll
III.Approva l Of Meeting Agenda
IV.Approva l Of Meeting Min u tes
A.Draft Minutes of Regu la r Meetin g on Ju ly 10, 2024
V.Com m u n ity Com m ent
During "Community Comment," the Board/Commission will invite residents to share relevant issues
or concerns. Individuals must limit their comments to three minutes. The Chair may limit the
number of speakers on the same issue in the interest of time and topic. G enerally speaking, items
that are elsewhere on tonight's agenda may not be addressed during Community Comment.
Individuals should not expect the Chair or Board/Commission Members to respond to their
comments tonight. Instead, the Board/Commission might refer the matter to sta% for
consideration at a future meeting.
VI.Pu b lic Hea rings
A.Site Plan Review and Zon ing Ordin ance Am endm en t – 7200
France Aven u e
VII.Rep orts/Recom m en d ation s
A.Com m ission W ork Pla n Item : Area s of Poten tial Cha n ge
VIII.Cha ir An d Mem ber Com m ents
IX.Sta3 Com m ents
X.Adjournm en t
The City of Edina wants all residents to be comfortable being part of the public
process. If you need assistance in the way of hearing ampli6cation, an
interpreter, large-print documents or something else, please call 952-927-8861
72 hours in advance of the meeting.
Date: July 24, 2024 Agenda Item #: I V.A.
To:P lanning C ommission Item Type:
Minutes
F rom:Liz O ls on, P lanning Adminis trative S upport S pec ialis t
Item Activity:
Subject:Draft Minutes of R egular Meeting on July 10, 2024 Ac tion
C ITY O F E D IN A
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
A C TI O N R EQ U ES TED:
Approve minutes.
I N TR O D U C TI O N:
AT TAC HME N T S:
Description
July 10, 2024 Draft Minutes
Draft Minutes☒
Approved Minutes☐
Approved Date: ___, 2024
Page 1 of 2
Minutes
City Of Edina, Minnesota
Planning Commission
Edina City Hall Council Chambers
July 10, 2024
I. Call To Order
Chair Bennett called the meeting to order at 7:01 PM.
II. Roll Call
Answering the roll call were: Commissioners Alkire, Miranda, Daye, Padilla, Smith, Hahneman, Felt, and
Chair Bennett. Staff Present: Kris Aaker, Assistant Planner, and Liz Olson, Administrative Support
Specialist.
Absent from the roll call: Commissioners Bornstein, Hu, and Schultze.
III. Approval Of Meeting Agenda
Commissioner Padilla moved to approve the July 10, 2024, agenda. Commissioner Miranda
seconded the motion. Motion carried unanimously.
IV. Approval Of Meeting Minutes
A. Minutes: Planning Commission, June 26, 2024
Commissioner Miranda moved to approve the June 26, 2024, meeting minutes.
Commissioner Padilla seconded the motion. Motion carried unanimously.
V. Community Comment
None.
VI. Public Hearings
A. B-24-05 Front Yard Setback Variance Request for 6716 Arrowhead Pass
Assistant Planner Aaker presented the request for a front yard setback variance request for 6716
Arrowhead Pass. Staff recommended approval of the front yard setback variance, as requested subject to
the findings and conditions listed in the staff report.
Staff answered Commission questions.
Appearing for the Applicant
Draft Minutes☒
Approved Minutes☐
Approved Date: ___, 2024
Page 2 of 2
Mr. Patrick Sarver, Landscape Architect with Civil Site Group and Mr. Rick Brama addressed the
Commission and answered questions.
Public Hearing
None
Commissioner Alkire moved to close the public hearing. Commissioner Hahneman
seconded the motion. Motion carried unanimously.
The Commission discussed the front yard setback variance request and felt the changes were appropriate.
Motion
Commissioner Daye moved that the Planning Commission recommend approval the Front Yard
Setback Variance request for 6716 Arrowhead Pass as outlined in the staff memo subject to the
conditions and findings therein. Commissioner Padilla seconded the motion. Motion carried
unanimously.
Comments by the Commission can be viewed in the official meeting video on the City website.
IX. Chair and Member Comments
Received.
X. Staff Comments
Received.
XI. Adjournment
Commissioner Padilla moved to adjourn the July 10, 2024, Meeting of the Edina Planning
Commission at 7:45 PM. Commissioner Felt seconded the motion. Motion carried unanimously.
Date: July 24, 2024 Agenda Item #: VI.A.
To:P lanning C ommission Item Type:
R eport and R ecommendation
F rom:C ary Teague, C ommunity Development Director
Item Activity:
Subject:S ite P lan R eview and Zoning O rdinance Amendment
– 7200 F ranc e Avenue
Ac tion
C ITY O F E D IN A
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
A C TI O N R EQ U ES TED:
R ecommend the C ity C ouncil approve the Site P lan and O rdinance Amendment.
I N TR O D U C TI O N:
T he applicant, O rion I nvestment is requesting a Site P lan review and Zoning Ordinance Amendment to
incorporate the Final S ite P lan for P hase 2 into the development at 7200/7250 F rance Avenue and
reduce the first-floor ceiling height. P hase 2 would include a 153 unit, six-story apartment with
underground parking. T he Overall Development P lan for this P U D contemplated a six-story 150-unit
apartment with 10,000 square feet of retail space. T he retail space has been eliminated from the
proposal to reduce traffic generated from the site.
T he following is requested to accommodate the proposal:
Site P lan R eview and An O rdinance Amendment to revise the P U D -16, P lanned U nit
D evelopment to incorporate a Final S ite P lan for P hase 2. T he Ordinance Amendment
includes a reduction in first floor ceiling height from 16 feet to 14 feet.
AT TAC HME N T S:
Description
Staff Report
Applicant Narrative
Site Location, Zoning and Comp. Plan
Approved PUD 16 Plans
Engineering Memo
Updated Parking & Traffic Memo
Original Traffic & Parking Study
Draft Ordinance Amendment
Exis ting PUD and Overall Development Plan Approval Resolution
Plans and Renderings 1 of 3
Plans and Renderings 2 of 3
Plans and Renderings 3 of 3
Greater Southdale District - Transition Zone
Potential France Underpas s
Staff Pres entation
Applicant Pres entation
STAFF REPORT Page 1
July 24, 2024
Planning Commission
Cary Teague, Community Development Director
Site Plan Review and Zoning Ordinance Amendment – 7200 France Avenue
Information / Background:
The applicant, Orion Investment is requesting a Site Plan review and Zoning Ordinance
Amendment to incorporate the Final Site Plan for Phase 2 into the development at
7200/7250 France Avenue and reduce the first-floor ceiling height. Phase 2 would include a
153 unit, six-story apartment with underground parking. The Overall Development Plan for
this PUD contemplated a six-story 150-unit apartment with 10,000 square feet of retail
space. The retail space has been eliminated from the proposal to reduce traffic generated
from the site.
The following is requested to accommodate the proposal:
Site Plan Review and An Ordinance Amendment to revise the PUD-16, Planned Unit
Development to incorporate a Final Site Plan for Phase 2. The Ordinance
Amendment includes a reduction in first floor ceiling height from 16 feet to 14 feet.
SUPPORTING INFORMATION
Surrounding Land Uses
Northerly: Senior Housing, Sunrise assisted living facility; zoned PSR-4, Planned Senior Citizen
District and guided OR, Office Residential.
Easterly: Macy’s Home Store; zoned PCD-3, Planned Commercial District and guided MXC,
Mixed Use Center.
Southerly: Office building; zoned POD-1, Planned Office District and guided OR, Office
Residential.
Westerly: Apartments and duplexes; zoned PRD, Planned Residential District and guided High
Density Residential, and zoned R-2, Double Dwelling Unit District and guided Low
Density Residential.
STAFF REPORT Page 2
Existing Site Features
The subject property (Phase 2) is 3.2 acres in size and is vacant. Phase one of the project, a 124,620 square
foot office building and coffee shop has not yet been constructed. (See attached overall development plan.)
Planning
Guide Plan designation: OR, Office Residential.
Zoning: PUD-16, Planned Unit Development -16
Site Circulation/Access/Traffic
Primary access to the proposed development would be off Gallagher Drive and 72nd Street. No changes
from the overall development plan.
Stantec conducted traffic studies for the site. The study concludes that the existing roadways can be
supported by the project. (See attached traffic studies, including an updated study of the current request
which excludes the retail space from Phase 2.)
Parking
Based on the City Code requirement within this PUD, a total of 468 parking stalls are required.
The proposed plans demonstrate 470 structured stalls and 13 surface stalls. Some of the parking
required for Phase 1 will be located in the underground parking ramp in Phase 2, therefore, cross
access easements shall be required. The original PUD had 10,000 square feet of retail space, which
would have generated the need for more parking spaces.
Stantec conducted a parking study to determine if the parking provided would be adequate. The
study concludes that there would be adequate parking in both Phase 1 and Phase 2. (See attached
updated study.) Parking needed for Phase 1 is 101 stalls at peak times and parking needed for
Phase 2 at peak times is 289 stalls.
Landscaping
Based on the perimeter of the two sites, 55 overstory trees are required. The proposed plans
show 108 overstory trees to be planted over the two sites, in addition to the 21 trees that would
remain along the west lot line. A full complement of understory shrubs and bushes are also
proposed. (See attached landscape plan.)
Grading/Drainage/Utilities
The city engineer has reviewed the proposed plans and found them to be acceptable subject to
the comments and conditions outlined in the attached memo. A site improvement plan agreement
would be required to outline public vs. private responsibilities and ownership for private
improvement on public property at the time of final approval. Any approvals of this project would
be subject to review and approval of the Nine Mile Creek Watershed District, as they are the
City’s review authority over the grading of the site.
Building/Building Material
The building materials would be a combination of brick, architectural metal panels, and glass. The
applicant will have a materials board for review at the Planning Commission meeting.
STAFF REPORT Page 3
Mechanical Equipment
Any rooftop and/or ground level equipment would have to be screened if visible from adjacent
property lines.
Loading Dock/Trash Enclosures
Loading area and trash enclosures would be on the inside of the building/parking ramp.
Building Height
The proposed height is consistent with the preliminary plans that called for the new apartment
building to not exceed 72 feet. (See proposed building elevations.)
Living Streets/Multi-Modal Consideration
Sec. 36-1274. - Sidewalks, trails and bicycle facilities.
(a) In order to promote and provide safe and effective sidewalks and trails in the City and
encourage the use of bicycles for recreation and transportation, the following improvements
are required, as a condition of approval, on developments requiring the approval of a final
development plan or the issuance of a conditional use permit pursuant to article V of this
chapter:
(1) It is the policy of the City to require the construction of sidewalks and trails wherever
feasible so as to encourage pedestrian and bicycle connectivity throughout the City.
Therefore, developments shall provide sidewalks and trails which adjoin the applicant's
property:
a. In locations shown on the City's sidewalk and trail plan; and
b. In other locations where the council finds that the provision of such sidewalks and
trails enhance public access to mass transit facilities or connections to other existing
or planned sidewalks, trails or public facilities.
(2) Developments shall provide sidewalks between building entrances and sidewalks or
trails which exist or which will be constructed pursuant to this section.
(3) Developments shall provide direct sidewalk and trail connections with adjoining
properties where appropriate.
(4) Developments must provide direct sidewalk and trail connections to transit stations
or transit stops adjoining the property.
(5) Design standards for sidewalks and trails shall be prescribed by the engineer.
(6) Nonresidential developments having an off-street automobile parking requirement of
20 or more spaces must provide off-street bicycle parking spaces where bicycles may
be parked and secured from theft by their owners. The minimum number of bicycle
parking spaces required shall be five percent of the automobile parking space
requirement. The design and placement of bicycle parking spaces and bicycle racks
used to secure bicycles shall be subject to the approval of the city engineer.
Whenever possible, bicycle parking spaces shall be located within 50 feet of a public
entrance to a principal building.
(b) The expense of the improvements set forth in subsection (a) of this section shall be borne
by the applicant.
STAFF REPORT Page 4
The overall development adds 153 units of housing and an office building with retail/commercial
uses on France Avenue with extensive pedestrian walkways through and around the perimeter of
the site would enhance the pedestrian experience in the area. The plans are consistent with the
approved overall development plan. As mentioned above the plans can accommodate a bridge
over France Avenue or an underpass.
Greater Southdale District Design Experience Guidelines - City Goals
The development pattern is consistent with the previously approved plans and does attempt to
address the Greater Southdale District Design Experience Guidelines. The following remain the
highlights the proposal: The division of the property into smaller blocks and the provision of
public pedestrian and vehicle access and connections through the site (comprises 19% of the
entire site); At final build out, there would be no visible surface parking stalls from France
Avenue, and public realm created through the site. The development of the site would
accommodate both a pedestrian bridge over France Avenue and an underpass to provide a safe
connection across France Avenue. The proposed plans follow the street room typology
suggested in the design guidelines by stepping the building in along France Avenue at 60 feet in
height.
Comprehensive Plan
The proposed density (48 units per acre) and uses are all consistent with the City’s 2040
Comprehensive Plan. As mentioned, the site is designated as OR, Office Residential The
description of Land Uses within the Comprehensive Plan is as follows:
Transitional areas along major thoroughfares or between higher-intensity districts and
residential districts.
Upgrade existing streetscape and building appearance, improve pedestrian and transit
environment.
Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail
and service uses (not including “big box" retail).
Encourage structured parking and open space linkages where feasible; emphasize the
enhancement of the pedestrian environment.
50%/50% estimated residential/commercial mixed-use.
The proposed plans would meet the following goals and policies of the
Comprehensive Plan:
Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail
and service uses (not including “big box" retail).
Encourage structured parking and open space linkages where feasible; emphasize the
enhancement of the pedestrian environment.
Locate and orient vehicle parking, vehicular access, service areas and utilities to
minimize their visual impact on the property and on adjacent/surrounding properties,
without compromising the safety and attractiveness of adjacent streets, parks, and open
spaces.
Provide sidewalks along primary streets and connections to adjacent neighborhoods
along secondary streets or walkways.
Limit driveway access from primary streets while encouraging access from secondary
streets.
Provision of the north-south public vehicle, bike and pedestrian connection through the
site.
STAFF REPORT Page 5
Encourage the development of parking lots or structures so they can be shared by more
than one building on the site or by buildings on neighboring sites, and which can
transition over time to other uses if parking needs change.
Increase mixed-use development where supported by adequate infrastructure to
minimize traffic congestion, support transit, and diversify the tax base.
Support the development of mixed-use districts that provide a variety of living
opportunities within a walkable and livable area.
Recognize and support commercial, office, and industrial job centers that draw workers
from the city and across the region.
Ensure that the city’s roads continue to evolve to act as connectors, rather than as
barriers. Incorporate amenities and infrastructure into public corridors to make them
beautiful, efficient, and multimodal public spaces that contribute to community identity
and pride.
Compliance Table
City Standard
(Measured to the
curb)
Proposed
(Measured to the
curb)
Front – France Ave.
Front – 72nd Street
Front – Galagher Drive
Side – West (north half)
Side – West (south half
50 feet
30 feet
25 feet
90 feet
45 feet
52 feet
30 feet
25 feet
200+ feet
90 feet
Building Height Phase 2 – 72 feet with a
ceiling height of 16 feet
on the main level
(Buildings to be
constructed per the
approved plans)
Phase 2 – 72 feet with
a ceiling height of 14*
feet on the main level
(Buildings to be
constructed per the
plans)
Density 20-75 units per acre
(Comp. Plan)
48 units per acre
Floor Area Ratio (FAR) 1.8 1.8
Building Coverage .30
Parking 468 total stalls 483 spaces
*Requires Ordinance Amendment from the original zoning requirement
STAFF REPORT Page 6
PRIMARY ISSUES/STAFF RECOMMENDATION
Primary Issue
Is the proposed Site Plan consistent with the approved Overall Development
Plan and is the Ordinance Amendment reasonable to incorporate into the PUD
Ordinance including the reduction in first floor ceiling height from 16 to 14 feet.
Yes. Staff believe the proposed site plan is reasonable to justify the PUD amendment for the
following reasons:
1. The proposal is consistent with approved overall development plan. (See attached.) The
plan contemplated a 72-foot-tall residential building with 150 units and 10,000 square feet
of retail space. The proposal includes 153 units and no retail space. The footprint of the
proposed building is slightly larger but meets the required setbacks.
2. With the elimination of the retail space, the project would generate less traffic to the site.
3. The existing roadways and proposed parking would support the project. Stantec
conducted a revised traffic and parking impact study and concluded that the proposed
development could be supported by the existing roads and proposed parking.
4. While not a vertical mixed-use project, the overall development would provide
the two uses that describe the land use category that this site is designated in the
Comprehensive Plan – Office Residential.
5. The provision of public space still makes up 19% of the site for the interior public
sidewalks, driveways, bike space and public realm. If the public space in front of the
building on France, Gallagher and 72nd street was included it would make up 38% of the
site.
6. The first-floor height reduction is consistent with other first floor elevations approved
on recent residential projects, including Maison Green (14 feet), and Eden 100 (13
feet).
Recommendation
Recommend the City Council approve the request for Site Plan for Phase 2 and a Zoning
Ordinance Amendment for PUD-16.
Approval is based on the following findings:
1. The proposed land uses and density are consistent with the Comprehensive Plan.
2. The PUD Zoning ensures that the development proposed would be the only building
that would be allowed on the site unless an amendment to the PUD is approved by
City Council.
3. The overall development plan addresses the Greater Southdale District Design
STAFF REPORT Page 7
Experience Guidelines as follows: The division of the property into smaller blocks and
the provision of pedestrian, bicycle and vehicle access and connections through the site
both east-west and north-south; increasing the public realm on the site; eliminating
most of the surface parking stalls, with none being visible from France Avenue in the
Phase 2 build out.
4. The proposed project would meet the following goals and policies of the
Comprehensive Plan:
Primary uses are offices, attached or multifamily housing. Secondary uses: Limited retail
and service uses (not including “big box" retail).
Encourage structured parking and open space linkages where feasible; emphasize the
enhancement of the pedestrian environment.
Locate and orient vehicle parking, vehicular access, service areas and utilities to
minimize their visual impact on the property and on adjacent/surrounding properties,
without compromising the safety and attractiveness of adjacent streets, parks, and open
spaces.
Provide sidewalks along primary streets and connections to adjacent neighborhoods
along secondary streets or walkways.
Limit driveway access from primary streets while encouraging access from secondary
streets.
Provision of the north-south public vehicle, bike and pedestrian connection through the
site.
Encourage the development of parking lots or structures so they can be shared by
more than one building on the site or by buildings on neighboring sites, and which can
transition over time to other uses if parking needs change.
Increase mixed-use development where supported by adequate infrastructure to
minimize traffic congestion, support transit, and diversify the tax base.
Support the development of mixed-use districts that provide a variety of living
opportunities within a walkable and livable area.
Recognize and support commercial, office, and industrial job centers that draw workers
from the city and across the region.
Ensure that the city’s roads continue to evolve to act as connectors, rather than as
barriers. Incorporate amenities and infrastructure into public corridors to make them
beautiful, efficient, and multimodal public spaces that contribute to community identity
and pride.
50%/50% estimated residential/commercial mixed-use.
5. The existing roadways and proposed parking would support the project. Stantec
conducted a traffic and parking impact study and concluded that the proposed
development could be supported by the existing roads and proposed parking.
Approval is subject to the following Conditions:
1. Final development plans must be consistent with the submitted development plans dated June
21, 2024.
2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of
the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be
submitted for one and one-half times the cost amount for completing the required
landscaping, screening, or erosion control measures at the time of any building permit.
STAFF REPORT Page 8
3. Provision of code compliant bike racks for each use near the building entrances.
4. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City
Code.
5. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code.
6. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require
revisions to the approved plans to meet the district’s requirements.
7. A Developer’s Agreement/Site Improvement Plan Agreement is required at the time of Final
Approval.
8. The Phase 2 project must provide the required affordable housing units within the
building to be compliant with the City’s affordable housing policy.
9. Compliance with the conditions outlined in the director of engineering’s memo dated
July 18, 2024.
10. Compliance with the Stantec Consulting Traffic & Parking Study recommendations.
11. Subject to the Zoning Ordinance Amendment revising the PUD-16, Planned Unit
Development for this site.
12. Dedication of public access easements of the east-west and north-south sidewalks and drive-
aisles through the site and sidewalks around the perimeter of the site.
13. Submittal of a construction management plan subject to review and approval of city staff prior
to issuance of a building permit. The plan must demonstrate minimal impact to pedestrian and
vehicle movement.
14. Hours of construction must be consistent with City Code.
15. The property owner shall be responsible for the maintenance of internal sidewalks and drive
aisles. The City would snow plow a 5-foot path of the sidewalk on France. The property
owners would be responsible for the remaining areas.
16. Public art should be provided along street frontages and the courtyard.
Staff Recommendation
Staff recommends approval of the request subject to the findings and conditions listed above.
Deadline for a City decision: October 1, 2024
Project Narrative The goal of 7200 France is to complete the design of the 7250/7200 mixed use
Planned Unit Development that was approved in 2022 by creating a pedestrian oriented, high-quality building that complements the 7250 office development and creates connections to the broader neighborhood and Southdale district area. When the 7250/7200 PUD was approved in 2022, the 7250 office building and the entirety of the site was fully designed but the 7200 building was only broadly defined as a +/-150-unit residential building. This application completes the vision for the PUD with a specific design for the 7200 residential building and slight modifications
to the site immediately adjacent to the building. 7200 France will be a six-story apartment building containing 153 dwelling units (10% of which will be affordable) and 279 stalls of structured parking that will serve both the 7200 residential building and the balance of parking demand for the 7250 office building. 7200 completes the PUD program to provide a mix of uses including office, coffee shop (in 7250) and residential. The parking at Level 1 is 100% structured and is screened with active uses along the Danila Plaza and France Avenue (previous designs for 7200 included surface parking at the west end of the site). The development team chose to double-down on activating Danila by locating the main entrance lobby and fitness center on the south elevation. The France Ave street level façade features a front porch that is accessible from the lobby and a work-from-home building amenity. The balance of the France Ave façade features walk-up dwelling units with private terraces that are accessed directly from the sidewalk. Walk up dwelling units turn the corner onto 72nd Street. The building features multiple step backs and recesses to provide visual interest and mitigate the appearance of bulk. The façade along France Ave includes a 10’ step back above the first floor in the middle of the building which sets off the two corner volumes. Additionally, these corner volumes are stepped back at the upper floor to create spacious outdoor terraces and provide rhythm to the façade. The 72nd St façade is set back 30’ from the curb and includes multiple recesses for balconies. The western portion of the 72nd St façade features an additional six foot setback. The West façade features a deeply recessed courtyard above Level 1 which serves to provide outdoor amenities for residents. The upper story is stepped back 20 and 28 feet from the primary façade. Finally, the south facing (Danila) façade holds the Submitted 7-9-24 Planning Division
setback line to help shape the outdoor room. It features a highly glazed street level façade with multiple recesses for balconies above. • Building Height: o Six stories, 71-10.” The first floor elevation is reduced from 16’ to 14’ in order to enhance sustainability by using fewer materials and reducing the volume of space needed to be heated and cooled. • Gross Floor Area o 172,901 SF • Dwelling Units:
o 153 dwelling units, 10% of which will be affordable.
• Parking o Both the 7250 and 7200 buildings include parking but 7200 will house a portion of 7250’s parking. The development team contracted with the City of Edina to update the previous parking study, which is complete and supports the provided parking figures against the projected demand from the office and residential uses. o Phase 1 (7250) 13 surface stalls (15 surface stalls in 2022 PUD) 191 structured stalls (219 structured stalls in 2022 PUD)
o Phase 2 (7200) 0 surface stalls 279 structured stalls o Total: 13 surface stalls 470 structured stalls (PUD approval anticipated 468 stalls) The proposed uses • 7250 France: General Office and Retail • 7200 France: Residential Refinements to the approved PUD • Sustainable design: the 7200 will pursue NGBS (National Green Building Standard) Silver certification and will evaluate the potential to achieve Gold certification. In addition to the sustainable site features that were included in the original PUD submission, the building itself will include sustainable features
such as low-flow Water Sense-labelled plumbing fixtures, high efficiency Submitted 7-9-24 Planning Division
space heating and cooling, a window/wall ratio calibrated to our climate, solar-ready rooftop, EV car charging stations (with capacity to expand). Our team is also performing a study to assess the feasibility of harvesting waste heat from the municipal waste-water main running below 72nd St. The development will perform three unique energy models as needed for various sustainability goals: Buidling code compliance; SB2030; and NGBS. These models will influence the design of mechanical systems and the building envelope. • Landscaping: Minor modifications to the approved landscape design are limited to the areas immediately adjacent to the 7200 building. • Stormwater management: The approved PUD includes a new storm water basin that was designed to accommodate the entire development. No significant changes are proposed to the approved stormwater design. • Pedestrian-oriented design: The primary pedestrian strategy of the approved PUD is to break the larger site into smaller blocks connected by highly amenitized pedestrian spaces. This strategy has been enhanced to specifically respond to the 7200 building design. Common amenity spaces at street level are oriented to the south where they can help activate the new Danila Street pedestrian connection. A fitness center, main residential lobby and work-from-home spaces all have direct access to outdoor spaces. Future grade-separated mid-block crossing at France Avenue • The 7200 building has been coordinated around the original design of Danila Street that was included in the approved PUD application. The design/development team has been in discussion with the City of Edina and their consultant about how the 7200 design could be modified to accommodate a grade-separated Danila. The team is confident that the design of 7200 could be modified to respond to this potential design. Public Engagement • Since the 2022 PUD approval, the development team explored a design for a hotel building at the 7200 site. The team met with the South Cornelia Neighborhood in March 2023 and went through sketch plan review in April Submitted 7-9-24 Planning Division
2023. Economic market conditions and neighborhood feedback caused the team to change the use from hotel to residential. The overall 6-story, C-shaped building design of the hotel building has been carried over to the proposed residential building and the feedback the design/development team received through the sketch plan review process has informed the design of the residential building in several ways: o Surface parking and vehicular court have been eliminated and all parking is now structured. o Public roof access has been eliminated (concern about noise) o A publicly accessible front porch facing France Ave and several private terraces facing France and 72nd are included at street level. o Commercial kitchen is no longer included in the design (concern about noise and odors) Greater Southdale District Design Experience Guideline Of foremost importance, this development seeks to conform with the building block
framework of the Greater Southdale District Design Experience Guidelines by
breaking up the existing five acre “super block” into a mixed-use development of gridded “street rooms”. Although much of the development is on privately held land, effort has been taken to integrate connectivity between the South Cornelia Neighborhood across France Avenue to the public Nine-Mile Creek Regional Trail and Promenade, reinforcing the Guideline goal of Supporting the Public Realm. The development team remains open to integrating the building with an above- or below-grade mid-block crossing. The Developer’s intent is to follow the Guidelines’ recommendations as closely as possible, while prioritizing the most public-facing conditions around the site. Because the Guidelines focus on an entire district and were not authored specifically for this site, the following highlighted methodologies and interpretations are noted: Primary New Local “Street” – East-West Danila Street o At street level, building amenities line this façade with multiple direct connections to the outdoors. This will work in concert with 7250’s public amenities to help activate this outdoor space. o The building facade is tight to the building line, helping to reinforce this
pedestrian space as a room. Upper levels include balcony recesses, helping Submitted 7-9-24 Planning Division
provide texture to the façade. The upper floor steps back at the corners of this façade. o Conformance with transparency goals is focused on building entrances and indoor amenities. Where building amenities and apartments line the street room, large amounts of transparency, but appropriate to that occupancy, are utilized. o Masonry and glass are exclusively utilized at the ground level and extend above 60’ at the corners. o Building articulation is utilized to avoid unbroken facades of 200’. Secondary New Local Street – North-South Vehicular Traffic Route to the west of the building o This is the service corridor for the project, where deliveries, access to residential
move-ins, parking and garbage collection occur.
o Masonry and glass are exclusively utilized at all levels of the building.
o Conformance with transparency goals is focused on the apartments at the upper levels. Cornelia Overlay - France Ave o Buildings are held back from France Ave creating a coordinated easement with the city to allow the flexibility for a future pedestrian connection across France Ave. o This is the most transparent façade with great transparency at street level amenities and generous but appropriate transparency at residential uses. The design strategy at the masonry corner elements utilizes a double-height opening language which creates the illusion of larger windows. o Masonry is utilized at street level and full height at the corners of the building. o A mid-building step back above Street level emphasizes the masonry corner elements and breaks up the façade. Step backs at the upper level comply with the intent of the guidelines. o Gound floor amenities and walk-out units with individual entrances and terraces will help activate the street. Primary East-West Streets –W 72nd Street o Similar strategies are employed as on Danila. o Street level units with individual entrances and terraces will help activate this street façade. o The building facade is tight to the building line, helping to reinforce this
pedestrian space as a room. Upper levels include balcony recesses, helping Submitted 7-9-24 Planning Division
provide texture to the façade. The upper floor steps back at the corners of this façade. o Conformance with transparency goals is focused on building entrances. Where apartments line the street room, large amounts of transparency, but appropriate to that occupancy, are utilized. o Masonry is utilized at the ground level and extends above 60’ at the corners.
o Building articulation is utilized to avoid unbroken facades of 200’. General Comments o Various facades of buildings within this project exceed Southdale Design Guidelines. o The first floor of the building, on all four sides, utilizes masonry with the masonry extending above 60’ at all corners. o The level of transparency, particularly at the apartments, is the maximum appropriate for the use and level of privacy. Additionally, one of the primary sustainable strategies is to utilize an appropriate window/wall transparency for Minnesota’s climate, avoiding the unnecessary loss of heat that comes from
excessive glazing. o The developer is attempting to build the highest quality project possible, while also making sure the project is financially feasible. Strict black/ white application of every Greater Southdale District Guideline, on all four facades of the building, will result in a project that will become infeasible to develop. Submitted 7-9-24 Planning Division
EdinaMN.gov 2
Site
EdinaMN.gov 3
Site
Site
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense # DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:02:14 PMT1.1PUDTITLE SHEETAuthor Checker01/10/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. Description Date7200 & 7250 FRANCE AVE | P.U.D. 7200, 7250 FRANCE AVE | EDINA, MN 55435 PROJECT LOCATIONOWNER/DEVELOPER:Orion Investments6550 York Avenue South, Suite 207Edina, MN 55435Contact: Ted Carlson, Ph. 612-812-7788Contact: Drew Stafford, Ph. 952-200-3680CONTRACTOR:A&P Construction5500 Wayzata Blvd, Suite 600Minneapolis, MN 55416Contact: Jeff KrickPh: 952-607-4658ARCHITECT:ESG Architecture & Design500 Washington Ave. South, Suite 1080Minneapolis, MN 55415Contact: Nate Enger, AIAPh: 612-339-5508CIVIL ENGINEER:Civil Site Group5000 Glenwood AvenueGolden Valley, MN 55422Contact: Dave KnaeblePh: 612-615-0060LANDSCAPE ARCHITECT:Confluence530 N Third Street, Suite 120Minneapolis, MN 55401Contact: Jake Coryell, PLA, ASLAPh: 612-333-3702STRUCTURAL ENGINEER:Meyer Borgman Johnson510 S Marquette Ave, Suite 900Minneapolis, MN 55402Contact: Marsha Swatosh, PEPh: 612-604-3616MECHANICAL ENGINEER:Emanuelson-Podas, Inc.7705 Bush Lake Rd.Edina, MN 55439Contact: John Henderson, PE, LEED AP BD+CPh: 952-930-0050ELECTRICAL ENGINEER:Emanuelson-Podas, Inc.7705 Bush Lake Rd.Edina, MN 55439Contact: Justin Artz, PE LEED APPh: 952-930-0050PARKING CONSULTANT:WALKER CONSULTANTS1660 S HIGHWAY 100 #545MINNEAPOLIS, MN 55416Ph: 952-595-9116PROJECT TEAMVICINITYSITE LOCATIONPHASE 1 PARKING:PHASE 1A (7250 SITE): 230 PERMANENT STALLSPHASE 1B (7200 SITE): 83 TEMPORARY STALLS (IF NEEDED)TOTAL PHASE 1A + 1B = 313 STALLS• 1.87 STALLS / 1000SF OFFICE ON 7250 ONLY• 2.54 STALLS/ 1000SF OFFICE INCLUDING TEMP PARKING ON 7200PER CITY OF EDINA CODE OF ORDINANCES (SEC. 20-625) -DEFINES GROSS SQUARE FOOTAGE AS: TOTAL BUILDING FLOOR AREA OF ALL CONDITIONED SPACE CALCULATED FROM OVERALL EXTERIOR WALL DIMENSIONS OF ALL BELOW AND ABOVE GRADE FLOORS.PER CITY OF EDINA CODE OF ORDINANCES -Sec. 36-1274: THE MINIMUM NUMBER OFBICYCLEPARKING SPACES REQUIRED SHALL BE FIVE PERCENT OF THE AUTOMOBILE PARKING SPACE REQUIREMENT. WHENEVER POSSIBLE, BICYCLEPARKING SPACES SHALL BE LOCATED WITHIN 50 FEET OF A PUBLIC ENTRANCE TO A PRINCIPAL BUILDINGBUILDING METRICSPROJECT OVERVIEWTHIS PROJECT’S GOAL IS TO TRANSFORM A DILAPIDATED AND HISTORICALLY PROBLEMATIC SITE INTO A THRIVING CENTER FOR BUSINESS AND COMMUNITY ACTIVITY. DEVELOPMENT OF THIS SITE HAS THE POTENTIAL TO CREATE 450-600 JOBS WHEN ASSUMING 3-4 PER 1,000 SF IN JOBSPROPOSED PRIMARY USES:•7250:•GENERAL OFFICE •SMALL RETAIL•7200:•MIXED USE 5 STORY BUILDING: •RETAIL•OFFICE•HOSPITALITY•RESIDENTIAL PROPOSED PUBLIC EASEMENTS AND AMENITIES• FRANCE AVE SETBACK BECOMES PEDESTRIAN CORRIDOR WITH LANDSCAPED PATHS, TREESCAPES, AND SEATING AREAS• STORMWATER RETENTION BASIN WITH LANDSCAPED PATHS AND OVERLOOKS ON WEST SIDE OF SITE• DANILA STREET BECOMES PEDESTRIAN-ONLY CORRIDOR CONNECTED BY ADA-COMPLIANT RAMPS AND PATHS THROUGHOUT ENTIRETY OF SITE• NORTH-SOUTH SIDEWALKS AND DRIVE-AISLE TO BE DEDICATED PUBLIC ACCESS EASEMENT THROUGH SITE; INCLUDING SIDEWALKS AROUND PERIMETER OF SITEPHASE 2 ANTICIPATED PARKING COUNTS:POTENTIALLY 464 PENDING FINAL DESIGN FOR 7200
CONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.DROP OFF AREADROP OFF AREA325.01S00°11'54"E
520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
France Ave
(A Public R/W)AAAAAAAAAAAAAAAAAABBBBBBBBBBBBBBBBCCCCEEEEEEFFBFGGGGGGGHJJJKKDLLLLLLLLAABLLGFFLBFAGAAEIIIMLIFFIIIAWALKCRETAINING WALLDEFBENCH FEATURESGWASTE AND RECYCLINGHBIKE RACKSIJPLANTERSPLAN KEYNOTES:BPLANTING BEDKSTAIR W/ HANDRAILSLSIGNAGETABLE AND CHAIRSNATIVE VEGETATION / SEEDDECORATIVE PAVING / ROCK MATERIALMSCULPTURAL / ART MOMENTENTRYMOTORCOURTFUTUREDEVELOPMENT7200FUTUREMOTORCOURTOVERLOOKFEATUREPUBLICART /ELEMENTCOURTYARDLANDSCAPE SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'L1.0LANDSCAPE SITE PLANSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM
22113JCTM7200-72507200-7250 France AvenueSouth, Edina, MNNo.DescriptionDateP.U.D.SUBMISSION01/10/2023LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comINFILTRATIONBASIN7250DEVELOPMENTCOURTYARDCOURTYARD
2
PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:57:09 PMA0.1PUDEXISTING SITE PHOTOS(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227027200 & 7250 FRANCE AVENUE -OVERALL EXISTING SITE AERIALS7200 FRANCE AVENUE -EXISTING SITE AERIALS & PHOTOS7250 FRANCE AVENUE -EXISTING SITE AERIALS & PHOTOSNo. Description Date
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense # DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:55 PMA0.7PUDPHASE 1 AND 2 SITERENDERINGSESG ESG06/29/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702PHASE 1B SITE RENDERING -TEMPORARY SURFACE PARKING CONDITIONPHASE 2 -SITE RENDERING W/ POTENTIAL BUILDING @ 7250PHASE 1A SITE RENDERING -ASSUMED TEMPORARY GREEN SPACENo. Description Date
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense # DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:55 PMA0.8PUDEXTERIOR RENDERINGS(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. Description Date
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense # DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:55 PMA0.9PUDEXTERIOR RENDERINGS(7200 & 7250)ESG ESG06/29/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. Description Date
DATE: 7/18/2024
TO: 7200 France Ave, Owner and Development Team
CC: Cary Teague – Community Development Director
FROM: Chad Millner, PE, Director of Engineering
Ross Bintner, PE, Engineering Services Manager
Marisa Bayer, Sustainability Manager
RE: 7200 France Ave – Development Review
The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections,
grading, flood risk, and storm water. Plans reviewed included civil, landscape, and survey drawings dated
6/10/2024. Additional staff comments on transportation elements are attached.
Review Comment Required For
General
1. Deliver as-build records of public and private utility infrastructure
post construction, including xyz coordinates for storm, water,
and sanitary infrastructure.
Certificate of Occupancy
2. Staff has had discussions with the Sunrise Senior Living facility
north of the project area. They have concerns with noise and
vibrations and the effect on their residents. Communication with
them will be required to better understand their concerns.
Survey
3. An existing and proposed site condition survey is required. Grading/Building Permit
3.1 Show all existing and proposed public and private easements.
Update existing private easement regarding drainage as needed.
Provide City a copy if updated.
Grading/Building Permit
3.2 Provide public sidewalk easement over North/South sidewalk.
Easement for access only not maintenance. Grading/Building Permit
Living Streets
4. Design sidewalks to meet ADA requirements. Grading/Building Permit
5. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit
6. Public sidewalks to be minimum 5’ in width with a 5’ boulevard
on Gallagher Drive and West 72nd Street and 8’ minimum width
with 8’ boulevard on France Avenue. See note 12 below.
Grading/Building Permit
7. Consider narrowing north-south access road to 12’ lanes to
create a wider (8’-10’) shared-use path on the west side of access
road instead of east side across the 7250 France parcel. Try to
design shared-use path slopes to have a landing after every 2.5-ft
vertical change.
General Comment
8. Increase width of sidewalk to 8’ minimum or 10’ preferred for
west sidewalk across 7200 France to create a shared-use route
or a West Promenade. Try to design shared-use path slopes to
have a landing after every 2.5-ft vertical change.
General Comment
9. On-site sidewalks are the responsibility of the property owner to
maintain, including snow plowing. City will maintain sidewalks
adjacent to France Avenue and Gallagher Drive.
General Comment
10. Consider relocating access road medians to pedestrian crossing
to serve as refuge island. General Comment
11. Consider covered outdoor bike parking and dedicated bike
parking with underground garage. General Comment
12. Work with staff and Hennepin County on the idea of combining
sidewalks along France Avenue to create one north-south facility
with more separation and landscaping.
General Comment
13. Work with staff and Hennepin County on the idea of an
underpass of France Avenue.
Traffic and Street
14. Review fire access requirements with fire department. Grading/Building Permit
15. Provide traffic study and implement City-approved
recommendations. Grading/Building Permit
16. Driveway entrance permit required for entrance reconstruction.
Add pedestrian ramps. Comply with standard plates 410 and 415. Building Permit
17. Road patching shall conform to Edina standard plates 540 and 543
on Gallagher Dr and 540 and 545 on 72nd St W. Comply with
County requirements for France Ave S.
Certificate of Occupancy
18. Proposed France Avenue lighting must remain consistent with
Canto light fixtures and be the responsibility of the property
owner.
Grading/Building Permit
Sanitary and Water Utilities
19. Verify fire demand and hydrant locations. Grading/Building Permit
20. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit
21. A looped watermain to the 72nd street right of way to create a
public loop is required. Developer should create plan to serve
future 7200 building with private main and City will pay oversize
to create 8” consistent with City of Edina Water Supply Plan
(SEH 2018) The 8” could be phased with any requirements for
developer improvements on 72nd street, or stubbed to the right
of way and finished with a future City lead improvement.
22. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit
23. Show water services connections on utility plans.
24. Apply for a sewer and water connection permit with Public
Works. Prior to Starting Utility Work
24.1 Meter required for building service line and combined lines. No
meter required for fire only service line. Grading/Building Permit
24.2 Public Works to determine acceptable installation methods. Grading/Building Permit
25. Disconnected sanitary and water services to be capped at main.
26. A SAC determination will be required by the Metropolitan
Council. The SAC determination will be used by the City to
calculate sewer and water connection charges
Grading/Building Permit
27. Single connection from main for fire and domestic, split after
main connection. Grading/Building Permit
28. Verified well of unknown status located onsite at 7200 France
Ave S. Provide well sealing record. Wells not in use must be
sealed by a licensed well contractor per MN Rules, Chapter 4725.
Grading/Building Permit
Storm Water Utility
29. Provide geotechnical report with soil borings. Grading/Building Permit
30. Provide hydraulic and hydrologic report meeting watershed and
state construction site permit requirements. Grading/Building Permit
31. Submit watershed district permit and copies of private
maintenance agreement in favor of watershed. Grading/Building Permit
32. Provide high points at/near property lines to verify runoff from
both W 72nd St. and France Avenue are eliminated (at permit
and with final as-built survey).
Grading/Building Permit
33. Existing basin LE_20 flood elevation appears to be lowered by
this proposal through the creation of additional flood storage.
This basin has the potential to have extended inundation of
stormwater in flood events.
Grading/Building Permit
Confirm that building lowest floor elevation will be a minimum of
2’ above the 100-year HWL of basin.
-or-
Applicant to request a site-specific standard with engineer to
provide groundwater analysis (or confirm that WD standard is
properly used) to confirm that flood exposure does not exist, or
inform the vulnerability reducing measures such as floodproofing
of the underground parking lot (CWRMP Section 3.1.2.2).
34. Infiltration basins are proposed on a site with MPCA hazardous
waste and underground tanks listed. Refer to MNR000018127
and TS0019522 and MNR000017855.
Confirm soil remediation meets MPCA/MDH Guidance to allow
soil infiltrating features. Nine Mile Creek WD permit review
should specifically address this issue.
Grading/Building Permit
35. These sites are served by a private lift station and the
downstream stormwater system has limited capacity. Rate will be
limited to 0.5 cfs or existing conditions, whichever is less.
Current plan meets this requirement through replacement of
private station.
Provide city with documentation of ownership and responsible
party for maintenance of private lift station.
Grading/Building Permit
36. The 7200 property provides conveyance of stormwater and flood
storage for adjacent properties to the south through three
private easements noted on ALTA title survey. Review legal
obligations of easement and propose update that are acceptable
to each property.
Grading/Building Permit
Grading Erosion and Sediment Control
37. A SWPPP consistent with the State General Construction Site
Stormwater Permit is required. Grading/Building Permit
Constructability and Safety
38. Construction staging, traffic control, and pedestrian access plans
will be required. Grading/Building Permit
39. Retaining walls over 4-ft in height require design by a structural
engineer. Grading/Building Permit
40. Provide an existing condition survey (e.g. video or thorough
photography) of ROW around the sites. Grading/Building Permit
Sustainability
41. This project is required to comply with the City of Edina’s
Sustainable Building Policy. Please contact Sustainability Manager
Marisa Bayer to schedule a policy review kickoff meeting and
discuss a compliance pathway.
The cited certification system NGBS Silver in the project
narrative must be reviewed and approved by the Sustainability
Division as part of the compliance pathway.
Regardless of certification system, the project must comply with
the Edina Overlay requirements. Staff recommend the
development team contact the Center for Sustainable Building
Research (CSBR) early in the design process to adhere to the
SB2030 Energy Standard.
Financial Assistance and Planned Unit
Development Approval
Other Agency Coordination
42. MDH, MPCA and MCES permits required as needed. Grading/Building Permit
43. Nine Mile Creek Watershed District permit is required. Grading/Building Permit
44. Impacts to France Avenue and France Avenue ROW will require
Hennepin County permits. Grading/Building Permit
Memo
To: Cary Teague From: Ed Terhaar, PE
City of Edina
File: 193807030 Date: May 10, 2024
Reference: Updated Trip Generation and Parking Information for Development at 7200 and 7250
France Avenue in Edina, MN
I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
__________________________________ DATE: May 10, 2024
Edward Terhaar
License No. 24441
Background Information
The trip generation and parking information presented in our Traffic and Parking Study for 7200 and 7250
France Avenue dated September 15, 2022 has been updated to account for changes to the proposed
development. The proposed change involves removal of the 10,000 square feet of retail space originally
proposed for the 7200 France Avenue building. All other uses and sizes remain the same as presented in the
original study.
The proposed development now consists of the following uses:
• 7200 France Avenue – 150 apartment dwelling units and 234 parking spaces
• 7250 France Avenue – 124,620 square feet of office space, 2,200 square feet of coffee shop, and
234 parking spaces
Trip Generation
Weekday trip generation totals for the proposed uses was calculated using data presented in the eleventh
edition of Trip Generation, published by the Institute of Transportation Engineers (ITE). The resultant gross
trip generation estimates are shown in Tables 1 and 2.
Table 1
Trip Generation for Previous Proposed Project
Land Use Size Weekday AM Peak Hour Weekday PM Peak Hour Weekday
Daily
Previous Uses In Out Total In Out Total Total
7200 Building
Apartments 150 DU 13 43 56 36 23 59 681
General Retail 10,000 SF 14 10 24 33 33 66 545
7250 Building
General Office 124,620 SF 166 23 189 30 149 179 1351
Coffee Shop 2,200 SF 52 51 103 18 18 36 637
Totals 245 127 372 117 223 340 3214
DU=dwelling unit, SF=square feet
Cary Teague
May 10, 2024
Table 2
Trip Generation for Current Proposed Project
Land Use Size Weekday AM Peak Hour Weekday PM Peak Hour Weekday
Daily
Previous Uses In Out Total In Out Total Total
7200 Building
Apartments 150 DU 13 43 56 36 23 59 681
7250 Building
General Office 124,620 SF 166 23 189 30 149 179 1351
Coffee Shop 2,200 SF 52 51 103 18 18 36 637
Totals 231 117 348 84 190 274 2669
DU=dwelling unit, SF=square feet
As shown in the tables, the current proposed project generates 24 fewer trips in the a.m. peak hour, 66 fewer
trips in the p.m. peak hour, and 545 fewer weekday daily trips.
Parking
Both building combined include 483 on-site parking spaces, with 279 on the 7200 site and 204 on the 7250
site.
Parking data from the Institute of Transportation Engineers (ITE) was used to determine the expected parking
demand for the proposed land uses. Data provided in the ITE publication Parking Generation, 5th Edition,
indicates the various proposed uses peak at different times during the day. The ITE data was adjusted to
account for the expected modal split for the site.
For the buildings combined, the peak weekday parking demand using the ITE data is 340 spaces, which
occurs between 8 am and 11 am. This total consists of 51 spaces for 7200 France and 289 spaces for 7250
France. The 483 spaces provided for the entire development can accommodate the expected peak parking
demand.
For each building separately, the peak parking demand varies by time of day. Based on the ITE data for
apartments, the peak weekday parking for the 7200 building is 101 spaces, which occurs between 6 pm and 9
pm. For the 7250 building, the ITE data for office and coffee shop results in a peak weekday demand of 289
spaces, which occurs between 8 am and 11 am. This peak can be accommodated through a combination of
stalls in both buildings.
If the uses for either building change from those currently assumed, the parking calculations should be
updated to ensure adequate on-site parking.
Edina City code requires 1.0 parking space per apartment unit and 1 space per 300 square feet for the office
and coffee shop uses. This equates to 573 total spaces for the full development, with 150 for 7200 France
and 423 for 7250 France.
File #227705245
September 15, 2022
Prepared by:
Stantec Consulting
Services Inc.
1800 Pioneer Creek Center
Maple Plain, MN 55359
Phone: 7963-479-4200
Fax: 763-479-4242
Prepared for:
City of Edina
4801 W. 50th Street
Edina, MN 55424
Traffic and Parking Study
for 7200 and 7250 France Avenue
in Edina, MN
September 2022 i
Table of Contents
TABLE OF CONTENTS ..................................................................................... I
1.0 EXECUTIVE SUMMARY ...................................................................... 1-1
2.0 PURPOSE AND BACKGROUND ........................................................... 2-1
3.0 EXISTING CONDITIONS .................................................................... 3-1
4.0 TRAFFIC FORECASTS ........................................................................ 4-1
5.0 TRAFFIC ANALYSIS ........................................................................... 5-1
6.0 PARKING ANALYSIS ......................................................................... 6-1
7.0 CONCLUSIONS AND RECOMMENDATIONS ......................................... 7-1
8.0 APPENDIX ........................................................................................ 8-1
FIGURES
FIGURE 1 PROJECT LOCATION .................................................................. 2-2
FIGURE 2 SITE PLAN ................................................................................ 2-3
FIGURE 3 EXISTING CONDITIONS ............................................................. 3-3
FIGURE 4 WEEKDAY AM PEAK HOUR VOLUMES .......................................... 4-3
FIGURE 5 WEEKDAY PM PEAK HOUR VOLUMES............................................ 4-4
FIGURE 6 WEEKDAY AM PEAK HOUR LEVEL OF SERVICE ............................. 5-5
FIGURE 7 WEEKDAY PM PEAK HOUR LEVEL OF SERVICE ............................... 5-6
I hereby certify that this report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the State of Minnesota.
__________________________________ DATE: September 15, 2022
Edward F. Terhaar
License No. 24441
September 2022 1-1
1.0 Executive Summary
The purpose of this Traffic and Parking Study is to evaluate the traffic impacts of the
proposed new mixed use development located at 7200 and 7250 France Avenue in Edina,
MN. The project site is located on the west side of France Avenue between Gallagher Drive
and 72nd Street. The proposed project location is currently occupied by two vacant office
buildings, a parking structure, and surface parking.
This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed
redevelopment at the following intersections:
• France Avenue/70th Street
• France Avenue/Hazelton Road
• France Avenue/72nd Street
• France Avenue/Gallagher Drive
• France Avenue/Parklawn Avenue
• Parklawn Avenue/Gallagher Drive
• Gallagher Drive/proposed access
• 72nd Street/proposed access
The proposed project will involve removal of the existing office building s and constructing
two new buildings. The project includes 468 total on-site parking spaces, with 234 on the
7200 site and 234 on the 7250 site. The entire project is expected to be completed by
2027.
The land uses and sizes assumed for this study are shown below:
• 7250 Building – 124,620 square feet of general office and a 2,200 square foot coffee
shop.
• 7200 Building – 150 apartment units and 10,000 square feet of general retail space.
As shown in the site plan, the project includes access on Gallagher Drive and 72nd Street.
The project will be constructed in phases, with the 7250 building constructed first and the
7200 building constructed at a later date.
The conclusions drawn from the information and analyses presented in this report are as
follows:
• The proposed development is expected to generate 372 trips during the weekday
a.m. peak hour, 340 trips during the weekday p.m. peak hour, and 3,214 weekday
daily trips.
• The traffic generated by the proposed development has minimal impact on the
intersection operations at the study intersections. No improvements are needed at
these intersections to accommodate the proposed project.
September 2022 1-2
• Traffic volumes on 72nd Street west of Lynmar Lane are expected to increase by 57
trips during the a.m. peak hour and 48 trips during the p.m. peak hour.
• The proposed project is designed to provide both pedestrian and bicycle connections
to the surrounding infrastructure. Space for pedestrian amenities is provided along
all streets surrounding the project. Access to the Nine Mile Creek Regional Trail is
provided at the Gallagher Drive crosswalk.
• Both short-term and long-term bicycle spaces should be provided in order to
accommodate employees, customers, and residents. The short-term spaces should
be located near building entrances and provide facilities to securely park each
bicycle. Long-term spaces for residents should be provided in the parking ramp or in
a separate room within the building. The provision of a bicycle maintenance station
would help encourage bicycle use by all site users.
• The proposed number of parking spaces can accommodate the expected peak
parking demand based on Institute of Transportation Engineers (ITE) data for both
Phase 1 and full development of the site.
• Edina City code requires 1.0 parking space per apartment unit and 1 space per 300
square feet for the office, retail, and coffee shop uses. This equates to 422 total
spaces for Phase 1 and 605 total spaces for the full development.
• Per City requirements, a Travel Demand Management (TDM) plan is required for this
project. The goal of the TDM plan is to reduce vehicular trips during peak hours and
carbon emissions from vehicles. TDM strategies for this site include:
o Providing maps that show the area bus routes and schedules.
o Providing maps of bicycle and pedestrian facilities.
o Providing information on starting and joining commuter programs.
o Providing long-term and short-term bicycle parking spaces for site users.
o Offering a pre-paid Metro Transit Go-To Card to all new residents and
employees.
September 2022 2-1
2.0 Purpose and Background
The purpose of this Traffic and Parking Study is to evaluate the traffic impacts of the
proposed new mixed use development located at 7200 and 7250 France Avenue in Edina,
MN. The project site is located on the west side of France Avenue between Gallagher Drive
and 72nd Street. The proposed project location is currently occupied by two vacant office
buildings, a parking structure, and surface parking. The project location is shown in Figure
1.
This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed
redevelopment at the following intersections:
• France Avenue/70th Street
• France Avenue/Hazelton Road
• France Avenue/72nd Street
• France Avenue/Gallagher Drive
• France Avenue/Parklawn Avenue
• Parklawn Avenue/Gallagher Drive
• Gallagher Drive/proposed access
• 72nd Street/proposed access
Proposed Development Characteristics
The proposed project will involve removal of the existing office building s and constructing
two new buildings. The project includes 468 total on-site parking spaces, with 234 on the
7200 site and 234 on the 7250 site. The entire project is expected to be completed by
2027. The current site plan is shown in Figure 2.
The land uses and sizes assumed for this study are shown below:
• 7250 Building – 124,620 square feet of general office and a 2,200 square foot coffee
shop.
• 7200 Building – 150 apartment units and 10,000 square feet of general retail space.
As shown in the site plan, the project includes access on Gallagher Drive and 72nd Street.
The project will be constructed in phases, with the 7250 building constructed first and the
7200 building constructed at a later date.
September 2022 2-2
September 2022 2-3
September 2022 3-1
3.0 Existing Conditions
The proposed site is currently occupied by two vacant office buildings, a parking structure,
and surface parking. The site is bounded by France Avenue to the east, Gallagher Drive to
the south, 72nd Street to the north, and residential areas to the west.
Near the site location, France Avenue is a six-lane divided roadway with turn lanes at major
intersections. Gallagher Drive and 72nd Street are a two-lane roadways. Existing conditions
at intersections near the proposed project location are shown in Figure 3.
France Avenue/70th Street (traffic signal control)
This intersection has four approaches and is controlled with a traffic signal. The eastbound
and westbound approaches provide one left turn lane, one through lane, and one right turn
lane. The northbound and southbound approaches provides one left turn lane, two through
lanes, and one through/right turn lane.
France Avenue/Hazelton Road (traffic signal control)
This intersection has four approaches and is controlled with a traffic signal. The westbound
approach provides one left turn lane, one through lane, and one right turn lane. The
eastbound approach proves one left turn and one through/right turn lane. The southbound
approach provides one left turn lane, two through lanes, and one through/right turn lane.
The northbound approach provides one left turn lane, three through lanes, and one right
turn lane.
France Avenue/72nd Street (minor street stop sign control)
This intersection has three approaches and is controlled with a stop sign on the eastbound
72nd Street approach. The eastbound approach provides one right turn lane. The
northbound approach provides one left turn lane and three through lanes. The southbound
approach provides two through lanes and one through/right turn lane. Left turns are not
allowed from 72nd Street onto France Avenue.
France Avenue/Gallagher Drive (traffic signal control)
This intersection has four approaches and is controlled with a traffic signal. The eastbound
and westbound approaches provide one left turn lane and one through/right turn lane. The
northbound and southbound approaches provide one left turn lane, two through lanes, and
one through/right turn lane.
France Avenue/Parklawn Avenue (traffic signal control)
This intersection has four approach es and is controlled with a traffic signal. The eastbound
and westbound approaches provide one left turn lane, one through lane, and one right turn
lane. The southbound approach provides one left turn lane, two through lanes, and one
through/right turn lane. The northbound approach provides one left turn lane, three
through lanes, and one right turn lane.
September 2022 3-2
Parklawn Avenue/Gallagher Drive (minor street stop sign control)
This intersection has three approaches and is controlled with a stop sign on the southbound
Gallagher Drive approach. The eastbound approach provides one left turn/through lane.
The westbound approach provides one through/right turn lane. The southbound approach
provides one left/right turn lane.
72nd Street/Cornelia Drive (all-way stop sign control)
This intersection has four approaches and is controlled with stop signs on all approaches.
All approaches provide one left turn/through/right turn lane.
Turn movement data for the intersections was collected during the weekday a.m. (7:00 -
9:00 a.m.) and p.m. (4:00 - 6:00 p.m.) peak periods in July 2022.
September 2022 3-3
September 2022 4-1
4.0 Traffic Forecasts
Traffic Forecast Scenarios
To adequately address the impacts of the proposed project, forecasts and analyses were
completed for the year 2027. Specifically, weekday a.m. and p.m. peak hour traffic
forecasts were completed for the following scenarios:
• 2022 Existing. Existing volumes were determined through traffic counts at the subject
intersections. The existing volume information includes trips generated by the uses
near the project site.
• 2027 No-Build. Existing volumes at the subject intersections were increased by 0.5
percent per year to determine 2027 No-Build volumes. The 0.5 percent per year
growth rate was calculated based on both recent growth experienced near the site and
projected growth in the area.
• 2027 Build. Trips generated by the proposed development were added to the 2027
No-Build volumes to determine 2027 Build volumes.
Trip Generation
Weekday a.m. and p.m. peak hour trip generation for the proposed development were
calculated based on data presented in the eleventh edition of Trip Generation, published by
the Institute of Transportation Engineers (ITE). Trips generated by the existing uses were
based on the traffic count data. The resultant trip generation estimates are shown in
Table 4-1.
Table 4-1
Trip Generation for Proposed Project
Land Use Size Weekday AM Peak
Hour
Weekday PM Peak
Hour
Weekday
Daily
In Out Total In Out Total Total
7200 Building
Apartments 150 DU 13 43 56 36 23 59 681
General Retail 10,000 SF 14 10 24 33 33 66 545
Subtotal 27 53 80 69 56 125 1226
7250 Building
General Office 124,620 SF 166 23 189 30 149 179 1351
Coffee Shop 2,200 SF 52 51 103 18 18 36 637
Subtotal 218 74 292 48 167 215 1988
Totals 245 127 372 117 223 340 3214
DU=dwelling unit, SF=square feet
The coffee shop is expected to be utilized by residents, employees, and visitors as well as
the general public. The trip totals for the coffee shop have been reduced to account for
residents, employees, and visitors who will already be on-site.
September 2022 4-2
Trip Distribution Percentages
Trip distribution percentages for the subject development trips were established based on
the nearby roadway network, existing and expected future traffic patterns, and location of
the subject development in relation to major attractions and population concentrations.
The distribution percentages for trips generated by the proposed development are as
follows:
• 30 percent to/from the north on France Avenue
• 7 percent to/from the west on 72nd Street
• 8 percent to/from the north of Cornelia Drive
• 5 percent to/from the east on 70th Street
• 5 percent to/from the east on Hazelton Road
• 5 percent to/from the east on Gallagher Drive
• 5 percent to/from the west on Parklawn Avenue
• 5 percent to/from the east on Parklawn Avenue
• 30 percent to/from the south on France Avenue
Traffic Volumes
Development trips were assigned to the surrounding roadway network using the preceding
trip distribution percentages. Traffic volumes were established for all the forecasting
scenarios described earlier during the weekday a.m. and p.m. peak hours. The resultant
traffic volumes are presented in Figures 4 and 5.
September 2022 4-3
September 2022 4-4
September 2022 5-1
5.0 Traffic Analysis
Intersection Level of Service Analysis
Traffic analyses were completed for the subject intersections for all scenarios described
earlier during the weekday a.m. and p.m. peak hours using Synchro software. Initial
analysis was completed using existing geometrics and intersection control.
Capacity analysis results are presented in terms of level of service (LOS), which is defined in
terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the
best intersection operation, with little delay for each vehicle using the intersection. LOS F
represents the worst intersection operation with excessive delay. The following is a detailed
description of the conditions described by each LOS designation:
• Level of service A corresponds to a free flow condition with motorists virtually
unaffected by the intersection control mechanism. For a signalized or an
unsignalized intersection, the average delay per vehicle would be approximately 10
seconds or less.
• Level of service B represents stable flow with a high degree of freedom, but with
some influence from the intersection control device and the traffic volumes. For a
signalized intersection, the average delay ranges from 10 to 20 seconds. An
unsignalized intersection would have delays ranging from 10 to 15 seconds for this
level.
• Level of service C depicts a restricted flow which remains stable, but with significant
influence from the intersection control device and the traffic volumes. The general
level of comfort and convenience changes noticeably at this level. The delay ranges
from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an
unsignalized intersection at this level.
• Level of service D corresponds to high-density flow in which speed and freedom are
significantly restricted. Though traffic flow remains stable, reductions in comfort and
convenience are experienced. The control delay for this level is 35 to 55 seconds for
a signalized intersection and 25 to 35 seconds for an unsignalized intersection.
• Level of service E represents unstable flow of traffic at or near the capacity of the
intersection with poor levels of comfort and convenience. The delay ranges from 55
to 80 seconds for a signalized intersection and from 35 to 50 seconds for an
unsignalized intersection at this level.
• Level of service F represents forced flow in which the volume of traffic approaching
the intersection exceeds the volume that can be served. Characteristics often
experienced include long queues, stop-and-go waves, poor travel times, low comfort
and convenience, and increased accident exposure. Delays over 80 seconds for a
signalized intersection and over 50 seconds for an unsignalized intersection
correspond to this level of service.
September 2022 5-2
The LOS results for the study intersections are presented in Figures 6 and 7 and discussed
below.
France Avenue/70th Street (traffic signal control) - During the a.m. peak hour under
existing, 2027 No-Build, and 2027 Build conditions, all movements operate at LOS D or
better. The overall intersection operates at LOS D for all scenarios.
During the p.m. peak hour under existing, 2027 No-Build, and 2027 Build conditions, all
movements operate at LOS E or better. The overall intersection operates at LOS D for all
scenarios.
France Avenue/Hazelton Road (traffic signal control) - During the a.m. peak hour under
existing, 2027 No-Build, and 2027 Build conditions, all movements operate at LOS D or
better. The overall intersection operates at LOS C for all scenarios.
During the p.m. peak hour under existing, 2027 No-Build, and 2027 Build conditions, all
movements operate at LOS E or better. The overall intersection operates at LOS D for all
scenarios.
France Avenue/72nd Street (minor street stop sign control) - During the a.m. peak hour
under existing, 2027 No-Build, and 2027 Build conditions, all movements operate at LOS C
or better. The overall intersection operates at LOS A for all scenarios.
During the p.m. peak hour under existing, 2027 No-Build, and 2027 Build conditions, all
movements operate at LOS C or better. The overall intersection operates at LOS A for all
scenarios.
France Avenue/Gallagher Drive (traffic signal control) - During the a.m. peak hour under
existing, 2027 No-Build, and 2027 Build conditions, all movements operate at LOS D or
better. The overall intersection operates at LOS D for all scenarios.
During the p.m. peak hour under existing, 2027 No-Build, and 2027 Build conditions, all
movements operate at LOS E or better. The overall intersection operates at LOS C for all
scenarios.
France Avenue/Parklawn Avenue (traffic signal control) - During the a.m. peak hour under
existing, 2027 No-Build, and 2027 Build conditions, all movements operate at LOS E or
better. The overall intersection operates at LOS D for all scenarios.
During the p.m. peak hour under existing, 2027 No-Build, and 2027 Build conditions, all
movements operate at LOS E or better. The overall intersection operates at LOS C for all
scenarios.
Parklawn Avenue/Gallagher Drive (minor street stop sign control) - During the a.m. peak
hour under existing, 2027 No-Build, and 2027 Build conditions, all movements operate at
LOS A. The overall intersection operates at LOS A for all scenarios.
During the p.m. peak hour under existing, 2027 No-Build, and 2027 Build conditions, all
movements operate at LOS B or better. The overall intersection operates at LOS A for all
scenarios.
September 2022 5-3
72nd Street/Cornelia Drive (all-way stop sign control) - During the a.m. peak hour under
existing, 2027 No-Build, and 2027 Build conditions, all movements operate at LOS A. The
overall intersection operates at LOS A for all scenarios.
During the p.m. peak hour under existing, 2027 No-Build, and 2027 Build conditions, all
movements operate at LOS A. The overall intersection operates at LOS A for all scenarios.
Gallagher Drive/proposed access (minor street stop control) - During the a.m. peak hour
under 2027 Build conditions, all movements operate at LOS B or better. The overall
intersection operates at LOS A for all scenarios.
During the p.m. peak hour under 2027 Build conditions, all movements operate at LOS B or
better. The overall intersection operates at LOS A for all scenarios.
72nd Street/proposed access (minor street stop control) - During the a.m. peak hour under
2027 Build conditions, all movements operate at LOS B or better. The overall intersection
operates at LOS A for all scenarios.
During the p.m. peak hour under 2027 Build conditions, all movements operate at LOS A.
The overall intersection operates at LOS A for all scenarios.
Overall Traffic Impacts
The traffic generated by the proposed development has minimal impact on the intersection
operations at the study intersections. No improvements are needed at these intersections
to accommodate the proposed project.
72nd Street Impacts
72nd Street extends west from France Avenue and provides connections to residential areas
west of the project site. 72nd Street is also used to access 70th Street via connections to
Cornelia Drive and Wooddale Avenue. Observations indicate that traffic utilizing 72nd Street
is a mixture of local trips and trips accessing 70th Street.
Under existing conditions, the office building has two access points on 72nd Street. Through
observations and data collected at the access locations for previous studies completed for
this site, approximately 15% of existing site trips used 72nd Street west of Lynmar Lane to
access the site. Under future conditions, this equates to 57 trips during the a.m. peak hour
and 48 trips during the p.m. peak hour.
Bicycle and Pedestrian Facilities
Under existing conditions, sidewalk is provided on both sides of France Avenue, on the
north/west side of Gallagher Drive west of France Avenue, and on the north side of 72nd
Street west of France Avenue. The Nine Mile Creek Regional Trail is located on the
south/east side of Gallagher Drive. Striped crosswalks and pedestrian signal heads are
provided at all signalized intersections along France Avenue.
The proposed project is designed to provide both pedestrian and bicycle connections to t he
surrounding infrastructure. Space for pedestrian amenities is provided along all streets
surrounding the project. Access to the Nine Mile Creek Regional Trail is provided at the
Gallagher Drive crosswalk.
September 2022 5-4
The site plan does not specifically indicate the location or number of bicycle parking spaces.
Both short-term and long-term bicycle spaces should be provided in order to accommodate
employees, customers, and residents. The short-term spaces should be located near
building entrances and provide facilities to securely park each bicycle. Long-term spaces for
residents should be provided in the parking ramp or in a separate room within the building.
The provision of a bicycle maintenance station would help encourage bicycle use by all site
users.
Transit Facilities
The subject site presently is served by the Metro Transit bus route 6 . Bus stops exist on
France Avenue, Gallagher Drive, Parklawn Avenue, and Hazelton Road.
Travel Demand Management Plan (TDM)
Per City requirements, a Travel Demand Management (TDM) plan is required for this
project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon
emissions from vehicles. TDM strategies for this site include:
• Providing maps that show the area bus routes and schedules.
• Providing maps of bicycle and pedestrian facilities.
• Providing information on starting and joining commuter programs.
• Providing long-term and short-term bicycle parking spaces for site users.
• Offering a pre-paid Metro Transit Go-To Card to all new residents and employees.
The goal of the TDM plan is a 10-20 percent reduction in single occupant vehicle trips. The
TDM plan strategies should be implemented at the time the project is complete and fully
operational. The overall cost of the strategies is estimated at $2,000.
September 2022 5-5
September 2022 5-6
September 2022 6-1
6.0 Parking Analysis
The entire project will ultimately include 468 on-site parking spaces, with 234 on the 7200
site and 234 on the 7250 site. The first phase of the project will be construction of the
7250 building, which will include 219 underground stalls, 15 surface stalls, and 83
temporary stalls on the 7200 site. Therefore the 7250 building will have access to 317
stalls until the 7200 building is constructed at a later date. The total number of parking
stalls for each phase of the project is shown below:
• Phase 1 (7250 building only) – 317 stalls
• Full build (7250 and 7200 buildings) – 468 stalls
Parking data from the Institute of Transportation Engineers (ITE) was used to determine the
expected parking demand for the proposed land uses. Data provided in the ITE publication
Parking Generation, 5th Edition, indicates the various proposed uses peak at different times
during the day. The ITE data was adjusted to account for the expected modal split for the
site.
Based on the ITE data, the peak weekday parking demand for Phase 1 is 289 spaces, which
occurs between 8 am and 11 am. The 317 spaces provided for Phase 1 can accommodate
the expected peak parking demand. The peak parking demand for the entire development
356 spaces, which occurs between 8 am and 11 am. The 468 spaces provided for the entire
development can accommodate the expected peak parking demand.
If the retail and apartment for the 7200 building change from those currently assumed, the
parking calculations should be updated to ensure adequate on-site parking.
Edina City code requires 1.0 parking space per apartment unit and 1 space per 300 square
feet for the office, retail, and coffee shop uses. This equates to 422 total spaces for Phase 1
and 605 total spaces for the full development.
September 2022 7-1
7.0 Conclusions and Recommendations
The conclusions drawn from the information and analyses presented in this report are as
follows:
•The proposed development is expected to generate 372 trips during the weekday
a.m. peak hour, 340 trips during the weekday p.m. peak hour, and 3,214 weekday
daily trips.
•The traffic generated by the proposed devel opment has minimal impact on the
intersection operations at the study intersections. No improvements are needed at
these intersections to accommodate the proposed project.
•Traffic volumes on 72nd Street west of Lynmar Lane are expected to increase by 57
trips during the a.m. peak hour and 48 trips during the p.m. peak hour.
•The proposed project is designed to provide both pedestrian and bicycle connections
to the surrounding infrastructure. Spac e for pedestrian amenities is provided along
all streets surrounding the project. Access to the Nine Mile Creek Regional Trail is
provided at the Gallagher Drive crosswalk.
•Both short-term and long-term bicycle spaces should be provided in order to
accommodate employees, customers, and residents. The short-term spaces should
be located near building entrances and provide facilities to securely park each
bicycle. Long-term spaces for residents should be provided in the parking ramp or in
a separate room within the building. The provision of a bicycle maintenance station
would help encourage bicycle use by all site users.
•The proposed number of parking spaces can accommodate the expected peak
parking demand based on Institute of Transportation Engineers (ITE) data for both
Phase 1 and full development of the site.
•Edina City code requires 1.0 parking space per apartment unit and 1 space per 300
square feet for the office, retail, and coffee shop uses. This equates to 422 total
spaces for Phase 1 and 605 total spaces for the full development.
•Per City requirements, a Travel Demand Management (TDM) plan is required for this
project. The goal of the TDM plan is to reduce vehicular trips during peak hours and
carbon emissions from vehicles. TDM strategies for this site include:
o Providing maps that show the area bus routes and schedules.
o Providing maps of bicycle and pedestrian facilities.
o Providing information on starting and joining commuter programs.
o Providing long-term and short-term bicycle parking spaces for site users.
o Offering a pre-paid Metro Transit Go-To Card to all new residents and
employees.
September 2022 8-1
8.0 Appendix
• Level of Service Worksheets
Existing text – XXXX
Stricken text – XXXX
Added text – XXXX
ORDINANCE NO. 2024-__
AN ORDINANCE AMENDING THE ZONING ORDINANCE
TO REVISE THE PUD-16, PLANNED UNIT DEVELOPMENT-16 ZONING DISTRICT
The City Of Edina Ordains:
Section 1. Chapter 36, Article VIII, Division 4 is hereby amended to add the following:
Sec. 36-507 Planned Unit Development District-16 (PUD-16)
(a) Legal description:
Lot 44, Block 1, Oscar Roberts 1st Addition, Hennepin County.
The North 325 Feet of the East 520 Feet of the Southeast 1/4 of the Northeast 1/4 Except
Road. (7200 & 7250 France Avenue)
(b) Approved Plans. Incorporated herein by reference are the re-development plans,
including the master development plan for the site received by the City on January 10,
2023 except as amended by City Council Resolution No. 2023-11, and City Council
Resolution No. 2024-____, on file in the Office of the Planning Department.
(c) Principal Uses:
All uses allowed in the PCD-2 Zoning District
Multi-family Apartments/Townhomes/Condos.
Hotel
(d) Accessory Uses:
All accessory uses allowed in the PCD-2 Zoning District.
(e) Conditional Uses:
All conditional uses allowed in the PCD-2 Zoning District.
(f) Development Standards. In addition to the development standards per the PCD-2
Zoning District, the following shall apply:
Required
Building Setbacks
Front – France
Front – Gallagher
Front – 72nd Street (apartments)
Side – West (north half)
Side – West (south half)
50 feet
25 feet
30 feet
90 feet
45 feet
Existing text – XXXX
Stricken text – XXXX
Added text – XXXX
2
Building Height Phase 1 – 76 feet with a ceiling height of 20
feet on the main level
Phase 2 – 72 feet with a ceiling height of 16
feet 14 feet on the main level
(Building to be constructed per the approved
plans)
Maximum Floor Area Ratio (FAR) 1.8%
Parking Stalls Phase 1 – 317 total stalls
Phase 2 – 468 total stalls
Parking Stall Size 8.5 x 18’
Drive Aisle Width 24 feet
(g) Signs shall be regulated per the PCD Zoning District based on the use.
(h) For any housing development, affordable housing units must be included in the project
per the City’s affordable housing policy at the time of final approval.
Existing text – XXXX
Stricken text – XXXX
Added text – XXXX
3
Section 2. This ordinance is effective upon second reading of the Ordinance.
First Reading:
Second Reading:
Published:
Attest:
Sharon Allison, City Clerk James B. Hovland, Mayor
Please publish in the Edina Sun Current on:
Send two affidavits of publication.
Bill to Edina City Clerk
MINA' A _
<
O
RESOLUTION NO. 2023-11
APPROVING A ZONING ORDINANCE AMENDMENT AND REVISED OVERALL
DEVELOPMENT PLAN, FINAL REZONING, SITE IMPROVEMENT PLAN
AGREEMENT (SIPA) AND FINAL SITE PLAN REVIEW FOR PHASE 1
7250 AND 7200 FRANCE AVENUE
BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows:
Section I. BACKGROUND.
1.01 Orion Investment is requesting a Zoning Ordinance Amendment for a completely new
redevelopment project for the subject property. This site received a rezoning approval
to Planned Unit Development-I6 in 2019; however, the project was never
constructed. The underlying, or previous zoning on the site is POD, Planned Office
District. The existing PUD would allow two six-story buildings with 299 unit of
housing and 30,000 square feet of retail/restaurants and 10 owner occupied
townhomes. The previous POD, Planned Office District would allow 113,000 square
feet of office/medical office use.
1.02 The property is legally described as follows:
Lot 44, Block I, Oscar Roberts 1st Addition, Hennepin County. The North 325 Feet of
the East 520 Feet of the Southeast 1/4 of the Northeast 1/4 Except Road. (7200 &
7250 France.
1.03 The existing office buildings and parking ramp on the sites would be removed. The
existing parking ramp is in a very poor state of repair. The project would be developed
in two phases. The first phase would be the construction of a five-story 124,620
square foot office building and coffee shop with underground parking at the 7250
France Site. The 7200 site would include a ponding area, sidewalks, green space,
landscaping and surface parking where the future building pad would be.
1.04 Phase 2 would include a similar sized building in height and square footage, with the future use
of housing or hotel (150 units/rooms) with or without retail. Permanent parking for Phase I
would be required to be included in the Phase 2 development.
1.05 An Overall Development and Ordinance Amendment establishing the PUD-I6 District
were approved by the City Council on April 2', 2019.
1.06 To accommodate the request, the following is requested:
â A Rezoning/Ordinance Amendment to revise the PUD-16, Planned Unit Development
District to establish a new Overall Development Plan and Site Plan review for Phase I.
CITY OF EDINA
4801 West 50th Street • Edina, Minnesota 55424
www.EdinaMN.gov • 952-927-8861 • Fax 952-826-0389
RESOLUTION NO. 2023-11
Page 2
1.07 On September 14, 2022, the Planning Commission held a public hearing and recommended
approval of the request with the added condition that the bike and pedestrian connections be
separated from the north/south street/connector. Vote: 6 Ayes and 0 Nays.
1.08 On September 20th, 2022, the City Council held a public hearing and considered the request.
1.09 On October 18, 2022, the City Council granted preliminary approval of the requests.
1.10 On January 10, 2023 the applicant submitted revised plans.
1.11 On February 7, 2023, the City Council granted final approval including the SIPA for Phase I.
Section 2. FINDINGS
2.01 Approval is based on the following findings:
I. The proposed land uses, and density are consistent with the Comprehensive Plan.
2. The proposal still meets the City's criteria for PUD zoning. The PUD zoning would:
a. Create a more pedestrian-friendly development with the construction of improved
sidewalks and connections to the Promenade. The project would bring vibrancy to
the area.
b. The building would be of high-quality architectural brick, metal, stone, and glass.
c. Ensure that the buildings proposed in Phase I would be the only buildings built on
the site unless an amendment to the PUD is approved by City Council. Phase 2
would be required to be multi-family residential or hospitality with possibly some
retail commercial as long as there is adequate parking on the site for all phases.
d. If housing is constructed in Phase 2, the project would add to the City's affordable
housing stock by providing 10% of the units for affordable housing.
e. Provide for a more creative site design, consistent with goals and policies in the
Comprehensive Plan.
f. Enhance green space and landscaping and utilize sustainable concepts.
g. Meet the City's sustainability policy, including seeking a LEED certified building in
Phase I.
h. Provide 19% of the site for public use.
3. The PUD would ensure that the development proposed would be the only building that
would be allowed on the site unless an amendment to the PUD is approved by City
Council.
4. The plans address the Greater Southdale District Design Experience Guidelines as
follows: The division of the property into smaller blocks and the provision of pedestrian,
bicycle and vehicle access and connections through the site both east-west and north-
south; increasing the public realm on the site; eliminating most of the surface parking
stalls, with none being visible from France Avenue in the Phase 2 build out. If housing on
RESOLUTION NO. 2023-11
Page 3
Phase 2 is constructed, affordable housing should be required within the future apartment
project. Public art will be located along France Avenue and the connecting plaza.
5. The proposed project would meet the following goals and policies of the Comprehensive
Plan:
â Primary uses are offices, attached or multifamily housing. Secondary uses: Limited
retail and service uses (not including "big box" retail).
â Encourage structured parking and open space linkages where feasible; emphasize
the enhancement of the pedestrian environment.
â Locate and orient vehicle parking, vehicular access, service areas and utilities to
minimize their visual impact on the property and on adjacent/surrounding
properties, without compromising the safety and attractiveness of adjacent streets,
parks, and open spaces.
â Provide sidewalks along primary streets and connections to adjacent neighborhoods
along secondary streets or walkways.
â Limit driveway access from primary streets while encouraging access from
secondary streets.
â Provision of the north-south public vehicle, bike and pedestrian connection through
the site.
â Encourage the development of parking lots or structures so they can be shared by
more than one building on the site or by buildings on neighboring sites, and which
can transition over time to other uses if parking needs change.
â Increase mixed-use development where supported by adequate infrastructure to
minimize traffic congestion, support transit, and diversify the tax base.
â Support the development of mixed-use districts that provide a variety of living
opportunities within a walkable and livable area.
â Recognize and support commercial, office, and industrial job centers that draw
workers from the city and across the region.
â Ensure that the city's roads continue to evolve to act as connectors, rather than as
barriers. Incorporate amenities and infrastructure into public corridors to make
them beautiful, efficient, and multimodal public spaces that contribute to community
identity and pride.
â 50%/50% estimated residential/commercial mixed-use.
6. The existing roadways and proposed parking would support the project. Stantec
conducted a traffic and parking impact study and concluded that the proposed
development could be supported by the existing roads and proposed parking.
7. The revised plans are consistent with the Preliminary Plans and meet the conditions
required at Preliminary approval.
RESOLUTION NO. 2023-11
Page 4
Section 3. APPROVAL
NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, grants final
approval of the Ordinance Amendment, Revised Overall Development Plan, SIPA and Site Plan for
Phase I.
Approval is subject to the following conditions:
I. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter
36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must
be submitted for one and one-half times the cost amount for completing the required
landscaping, screening, or erosion control measures at the time of any building permit.
2. Provision of code compliant bike racks for each use near the building entrances.
3. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the
City Code.
4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code.
5. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require
revisions to the approved plans to meet the district's requirements.
6. A Developer's Agreement/Site Improvement Plan Agreement is required at the time of
Final Approval.
7. If Phase 2 of the project includes a housing project, it must be compliant with the City's
affordable housing policy. Final determination to be made at final approval for Phase 2.
8. Phase 2 retail, housing or hotel uses must have entrances on the two street frontages,
72' Street and France Avenue.
9. Compliance with the conditions outlined in the director of engineering's memo dated
September 1, 2022.
10. Compliance with the Stantec Consulting Traffic & Parking Study recommendations.
11. Subject to the Zoning Ordinance Amendment revising the PUD-16, Planned Unit
Development for this site.
12. Public sidewalks must be a minimum of 5 feet in width with a 5-foot boulevard on
Gallagher Drive and West 72nd Street, and 8 feet minimum width with an 8-foot
boulevard on France Avenue.
13. Dedication of public access easements of the east-west and north-south sidewalks and
drive- aisles through the site and sidewalks around the perimeter of the site.
RESOLUTION NO. 2023-1 I
Page 5
14. Submittal of a construction management plan subject to review and approval of city staff
prior to issuance of a building permit. The plan must demonstrate minimal impact to
pedestrian and vehicle movement.
15. Hours of construction must be consistent with City Code.
16. The property owner shall be responsible for the maintenance of internal sidewalks and
drive aisles. The City would snow plow a 5-foot path of the sidewalk on France. The
property owners would be responsible for the remaining areas.
17. Public art should be provided along street frontages and the courtyard/plaza valued at, at
least $100,000.
18. Final Plans shall comply with the street typologies in the Southdale Design Experience
Guidelines along France Avenue and the building step in at least ten feet at the 60-foot
building height.
19. The bike and pedestrian connections be separated from the north/south
street/connector on the west side of the proposed buildings.
20. The building height for phase 2 shall be limited to 6 stories and 72 feet tall to the roof
line, including a ceiling height requirement of 16 feet on the main level.
21. The existing trees along the west lot line shall be preserved to provide screening from
the residential homes to the west. If they do not survive, additional trees shall be planted
in the area to provide screening at a variety of species and sizes, subject to approval of
the City Forester.
22. Landscaping shall be added on the west side of the surface parking lot at a sufficient
height to screen vehicles from the residential property to the west. The retaining walls
shall be planted with vines or vegetation to cover the concrete walls.
23. Vegetation within the retention pond must be planted and maintained to the satisfaction
of city staff.
aro Allis , City Clerk ames B. Hovland, Mayor
STATE OF MINNESOTA
COUNTY OF HENNEPIN
)SS
CITY OF EDINA
RESOLUTION NO. 2023-11
Page 6
Adopted by the City Council of the City of Edina, Minnesota, on February 7, 2023.
CERTIFICATE OF CITY CLERK
I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the
attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting
of February 7, 2023, and as recorded in the Minutes of said Regular Meeting.
WITNESS my hand and seal of said City this 1— day of i 2023.
11111
!ew 4111
Sharon A Prison, City Clerk
PLAN
NORTH
A B
C D
Signature
Typed or Printed Name
License #Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:20 AMT100
TITLE SHEET - LUA
2024-1149
ESG ESG
06/21/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
PROJECT TEAM
PROJECT LOCATION
DRAWING INDEX
7200 France Ave | Edina, MN 55435
Vicinity
Site Location
OWNER/DEVELOPER:Orion Investments / Afton Park
6550 York Ave S, Suite 207
Edina, MN 55435
ARCHITECT:ESG Architecture & Design
350 North 5th Street, Suite 400
Minneapolis, MN 55401
CIVIL ENGINEER:Civil Site Group
5000 Glenwood Ave.
Golden Valley, MN 55422
LANDSCAPE ARCHITECT:Confluence
901 N 3rd St, #225
Minneapolis, MN 55401 NORTHTRUENo. Description Date
DRAWING INDEX - LUA
DRAWING
NUMBER DRAWING NAME LUA (6/21/2024GENERAL INFORMATION
T100 TITLE SHEET - LUA ●
SURVEY
V1.0 ALTA/NSPS LAND TITLE SURVEY ●
CIVIL
C0.0 TITLE SHEET ●
C2.0 SITE PLAN ●
C3.0 GRADING PLAN ●
C4.0 UTILITY PLAN ●
C5.0 CIVIL DETAILS ●
SW1.0 SWPPP - EXISTING CONDITIONS ●
SW1.1 SWPPP - PROPOSED CONDITIONS ●
SW1.2 SWPPP - DETAILS ●
SW1.3 SWPPP - NARRATIVE ●
SW1.4 SWPPP - ATTACHMENTS ●
SW1.5 SWPPP - ATTACHMENTS ●
LANDSCAPE
L1.1 LANDSCAPE SITE PLAN ●
L1.2 LANDSCAPE PLANTING PLAN ●
L1.3 LANDSCAPE SITE DETAILS ●
ARCHITECTURAL
A001 EXISTING SITE PHOTOS ●
A002 ARCHITECTURAL SITE PLAN ●
A003 SITE SECTION ●
A100 LEVEL P2 FLOOR PLAN ●
A101 LEVEL P1 FLOOR PLAN ●
A102 LEVEL 1 FLOOR PLAN ●
A103 LEVEL 2 FLOOR PLAN ●
A104 LEVEL 3 FLOOR PLAN (LEVELS 4 & 5 SIMILAR)●
A105 LEVEL 6 FLOOR PLAN ●
A106 ROOF PLAN ●
A201 EXTERIOR ELEVATIONS ●
A202 EXTERIOR ELEVATIONS ●
A203 EXTERIOR ELEVATIONS ●
A400 EXTERIOR MATERIALS ●
A500 AERIAL VIEWS ●
A501 EXTERIOR RENDERINGS ●
A502 EXTERIOR RENDERINGS ●
A503 EXTERIOR RENDERINGS ●
A504 EXTERIOR ELEVATIONS ●
ELECTRICAL
E0.1P ELECTRICAL SITE PHOTOMETRIC PLAN ●
E0.2P ELECTRICAL SITE PHOTOMETRIC DETAIL ●
PROJECT METRICSSubmitted 7-9-24 Planning Division
S00°11'54"E 325.00S89°57'11"E 520.00N00°11'54"W 325.00 N89°57'11"W 520.0072ND ST W(A Public R/W)FRANCE AVE S
(A Public R/W)Sign[18]. Easement for Flowage andDrainage Per Doc No. 1022380[18]. Easement for Flowage andDrainage Per Doc No. 1022380[17]. Easement for Flowage andDrainage Per Doc No. 1022383 PARCEL 3[19]. Easement for Flowage andDrainage Per Doc No. 1022381PARCEL 2[17] [20]. Easement for Flowageand Drainage Per Doc No's. 1022382and 1022383[18]. Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380
[16]. Highway Easement
Per Doc No. 885564 [15]. Highway EasementPer Doc No. 541943[14]. Sanitary SewerEasement Per Doc No. 525875North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.EXCEPTIONPID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcBroken Up Bituminous Surface CellTowerChain Link Fence/Concrete PadChain Link Fence ChainLinkFenceChainLinkFenceConcreteFoundationConcreteFoundationConcrete
Wall WoodWall24" RCP24" RCPLYMAR LN(A Public R/W)Guardrail AccessAccessEdge ofWoodsChainLinkFencePID: 3102824140032Address: 7203 Bristol Cir,Edina, MN 55435Owner: Marjorie ThoenenPID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners LlcNO BUILDINGS30.00295.00
ConcreteRampPARCEL 3470.0050.00PARCEL 1S89°57'11"E 470.00S00°11'54"E 294.92
East line of the S 1/2 of
the NE 1/4 of Section 31,
Township 28, Range 24.
Concrete Walk[A] No EasementProvided forCell TowerAccess
Access
Concrete Driveway
[B] ConcreteDrivewayAccess CrossesProperty Line12" RCP(Rec)21" RCP (Rec)18" RCP18" RCP12"
R
C
P 15" RCP21" RCP24" RCP
(C.S.A.H. NO. 17)
Concrete Median
Per Aerial Mapping
Concrete Median
Per Aerial Mapping
DESCRIPTION OF PROPERTY SURVEYEDParcel 1:The East 1045 feet of the South Half of the Northeast Quarter of Section 31, Township 28, Range 24, according to theGovernment survey thereof, except that part embraced within the Plat of Oscar Roberts First Addition.Hennepin County, MinnesotaTorrens PropertyParcel 2:Easement for flowage and drainage of surface waters contained in Easement dated November 10, 1971, filed February 8,1972, as Document No. 1022381.Parcel 3:Easement for flowage and drainage of surface waters contained in Easement dated November 10, 1971, filed February 8,1972, as Document No. 1022383.GENERAL 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 in the northeastquadrant of 72nd Ave W and Lymar Ln, as shown hereon. Elevation = 859.24.3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from thefollowing sources: plans obtained from utility companies, plans provided by client, markings by utility companies and otherappropriate sources. We have used this information to develop 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. Whereadditional or more detailed information is required, the client is advised that excavation may be necessary. Also, please notethat 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: 7200 France Ave S, Edina, MN 55435.3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood InsuranceRate Map, Community Panel No. 27053C0452F, effective date of November 4, 2016.4. The Gross land area is 169,002 +/- square feet or 3.880 +/- acres.6. (a) The current Zoning for the subject property was not provided. Please note that the general restrictions for the subjectproperty may have been amended through a city process. We could be unaware of such amendments if they are not in arecorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for thecurrent restrictions for this site.7. (a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. Please note no buildings were observed on the subject property while conducting the fieldwork.9. The number of striped parking stalls on this site could not be determined as the lot was deteriorating and the striping wasfading.13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from theHennepin County Interactive Property Map.15. Please note some features located per aerial imagery as noted hereon.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 Chicago Title Company, LLC, as agent for Stewart Title Guaranty Company, File No. CP72048, dated April 14,2023. We note the following with regards to Schedule B II Exceptions of the herein referenced Title Commitment:a. Item no.'s 1-13 are not survey related.b. The following are numbered per the referenced Title Commitment: [14]. Easement for sanitary sewer purposes, including the right to enter, in favor of the Village of Edina, aMinnesota municipal corporation, contained in Easement For Sanitary Sewer dated March 5, 1957, filed March27, 1957, as Document No. 525875. As shown hereon over the north 30 feet of the subject property. [15]. Easement for highway purposes, in favor of the Village of Edina, a municipal corporation, contained inEasement dated July 30, 1957, filed October 9, 1957, as Document No. 541943. As shown hereon over thenorth 30 feet of the subject property. [16]. Terms and conditions of and rights of access contained in Final Certificate dated August 28, 1967, filed August29, 1967, as Document No. 885564. Document provides a right of access for highway purposeseasement over the east 50 feet of the subject property, as shown hereon. [17]. Easement for flowage and drainage of surface waters dated November 10, 1971, filed February 8, 1972, asDocument No. 1022383. As shown hereon to the west of the subject property lying over the east 10feet of Lots 41 and 42, Block 1, Oscar Roberts First Addition and to the south of the subjectproperty over the north 5 feet of Lot 44, Block 1, Oscar Roberts First Addition. Said easementbenefits the subject property. [18]. Terms and conditions of and easement for flowage and drainage of surface waters contained in Easementdated November 12, 1971, filed February 8, 1972, as Document No. 1022380. As shown hereon over thesouth 5 feet, the west 10 feet and the west 30 feet of the subject property. [19]. Terms and conditions of and easement for flowage and drainage of surface waters contained in Easementdated November 10, 1971, filed February 8, 1972, as Document No. 1022381. As shown hereon to thesouth of the subject property, lying over the north 5 feet of the east 52 feet of Lot 45, Block 1,Oscar Roberts First Addition. Said easement benefits the subject property. [20]. Terms and conditions of and easement for flowage and drainage of surface waters contained in Easementdated January 28, 1972, filed February 8, 1972, as Document No. 1022382. As shown hereon to the southof the subject property, lying over the north 5 feet of Lot 44, Block 1, Oscar Roberts First Addition. Said easement benefits the subject property.2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes:[A] Please note there is a cell tower located in the southwest quadrant of the subject property, as shown hereon.We have not been provided with documentation of an easement for said cell tower.[B] Please note a concrete driveway access crosses the south line near the southeast corner of the subjectproperty, as shown hereon.ALTA CERTIFICATIONTo: France Property Partners, LLC, a Minnesota limited liability company; Stewart Title Guaranty Company; and CommercialPartners Title, a division of Chicago Title Company, LLC:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 MinimumStandard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includesItems 1, 2, 3, 4, 6(a), 7(a), 7(b)(1), 8, 9, 13 and 15 of Table A thereof.The fieldwork was completed on 5-25-2023.Dated this 2nd day of June, 2023.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comVICINITY MAP7200 France Ave S
Edina, Hennepin County, MN 55435
6550 York Ave S, #207, Edina, MN 55435
Orion Investments
PROJECTPROJECT NO.: 21419COPYRIGHT 2023 CIVIL SITE GROUP INC.cREVISION SUMMARYDATE DESCRIPTIONV1.0ALTA/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.6-2-2023NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDH/HSJRNCJ.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 OUTLETSB SOIL BORINGLIGHT POLEACCESS RESTRICTION60153001530SCALE IN FEETSubmitted 7-9-24 Planning Division
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .7200 FRANCE AVEEDINA, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATIONSITE LOCATION MAPNUTILITY PLANC4.0ISSUED FOR: CITY SUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: DAVID KNAEBLE612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0 CIVIL DETAILSSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSC2.0 SITE PLANSWPPP - NARRATIVESW1.3Know what'sbelow.before you dig.CallRSW1.4 SWPPP - ATTACHMENTSSW1.5ARCHITECT:ESG ARCHITECTURE & DESIGN500 WASHINGTON AVE S, SUITE 1080MINNEAPOLIS, MN 55415CONTACT: NATE ENGERNATE.ENGER@ESGARCH.COM612-373-4681CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: RORY SYNSTELIEN612-615-0060BRAUN INTERTEC11001 HAMPSHIRE AVE SMINNEAPOLIS, MN 55348952-995-2000ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788FRANCE AVE S W 72ND STSWPPP - ATTACHMENTSSW1.2Submitted 7-9-24 Planning Division
Conc. WalkW 72nd St(A Public R/W)Lyman Ln
France Ave S
(A Public R/W)24" RCP24" RCP6" CIP
18" RCPGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S-B-1STAIR B110EXITPASSAGEWAYEP10Ra2114HOSPITALITY112COFFEE118TENANT A109TENANT B113BUILDINGLOBBY101ELEVATORLOBBY102ELEC117116
118B100B100VESTIBULE120B
109C C32B2C32B2Fc61109B103RESTROOM CORRIDOR105WOMEN106MEN100AC62BC62B118A115
ST-AN-1
102
109A
S-AN-1STAIR AN115SHOWER116SHOWERST-B-1
C62B2119119CORRIDOR1/4" / 1' - 0"1/8" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"1/4" / 1' -
0
"1/4" / 1' - 0"107IDFST-AS-1 S-AS-1STAIR AS117BIKELOUNGEC32B120A111120A111 111MECH120SOUTHVESTIBULEC32BC32BC62B1CH62B2CH62B1C62B2C62B2C32BC32BNOPARKINGELECROOMMOVE IN3,079 SFAMENITY24,657 SFPARKING1,850 SFFITNESS1,788 SFSTORAGE1,212 SFBIKE STORAGE693 SFPOOL EQUIP1,661 SFBUILDING PERIMETER ABOVE715 SF1 BED1,084 SF1 BED + DEN913 SF1 BED + DEN1,185 SF2 BED723 SF1 BED723 SF1 BED723 SF1 BEDENF- LEASING: 450- 2 OFFICES- WORK ROOM- LOBBY/RECEPTION: 500- LOUNGE/WFH: 800- MAIL/PACKAGE: 750- RESTROOMS: 200- CIRCULATION: 379MFPOOLABOVE44.5'53.2'GARAGEFIRST FLOOR45.2'54.5'CONCRETE STAIRSAND RAILINGS,COORD. W/ARCH'L,TYP.CONCRETESIDEWALK, TYP.LIGHT BOLLARD,COORD. W/LSCP. ARCHCOORDINATE ALLSURFACE FINISHESWITH LANDSCAPEARCHITECTURE PLANSCOORDINATE ALL LIGHTLOCATIONS WITHLANDSCAPE ARCHITECTAND ELECTRICAL PLANSRET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.SEE GRADING PLANFOR HEIGHTRET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.SEE GRADING PLANFOR HEIGHTLD BIT. PVMT., TYPCONC. GENERATORPAD, COORD. W/MECHANICAL &UTILITY CO. PROVIDETHICKENED EDGE ASSHOWN ON GRADINGHD BIT. PVMT., TYP24" CONC. PVMTAT DRIVE ENTRY24" CONC. PVMTAT DRIVE ENTRY17.7'24.0'MATCH, TYPCAST-IN-PLACECONC. CURB WITHSTAIRS ANDRAILINGS, COORD.W/ARCH'L. SEEGRADING PLAN FORHEIGHTCONSTRUCTION LIMITSACCESSIBLE ROUTEARROW. DO NOT PAINT,FOR CODE REVIEW ONLY,TYP.B612 C&G, TYP.B612 C&G, TYP.R5.0
'R5.0'R5.0'R5.0'5.0'8.0'5.0'4.0'6.0'4.0'4.0'4.0'7.1'4.0'4.0'4.5'4.0'14.6'7.0'11.1'9.3'22.3'11.0'15.5'5.0'5.0'6.0'MATCH, TYPMATCH,TYPMATCH, TYPMATCH, TYPSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANS7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF EDINA SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"N1.SAW CUT ALL CONCRETE JOINTS ON PUBLIC SIDEWALKS.2.CONTRACTOR SHALL PROVIDE CONSTRUCTION STAGING, TRAFFIC CONTROL, AND PEDESTRIANACCESS PLANS TO THE CITY AS NECESSARY.Know what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.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 AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED 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 AND DIMENSIONS PRIORTO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED INSIDE PARKINGGARAGE AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).Submitted 7-9-24 Planning Division
Conc. WalkW 72nd St(A Public R/W)Lyman Ln
France Ave S
(A Public R/W)24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E
520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.00S-B-1STAIR B110EXITPASSAGEWAYEP10Ra2114HOSPITALITY112COFFEE118TENANT A109TENANT B113BUILDINGLOBBY101ELEVATORLOBBY102ELEC117116
118B100B100VESTIBULE120B
109C C32B2C32B2Fc61109B103RESTROOM CORRIDOR105WOMEN106MEN100AC62BC62B118A115
ST-AN-1
102
109A
S-AN-1STAIR AN115SHOWER116SHOWERST-B-1
C62B2119119CORRIDOR1/4" / 1' - 0"1/8" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"1/4" / 1' -
0
"1/4" / 1' - 0"107IDFST-AS-1 S-AS-1STAIR AS117BIKELOUNGEC32B120A111120A111 111MECH120SOUTHVESTIBULEC32BC32BC62B1CH62B2CH62B1C62B2C62B2C32BC32BNOPARKINGEOF=845.66ELECROOMMOVE IN3,079 SFAMENITY24,657 SFPARKING1,850 SFFITNESS1,788 SFSTORAGE1,212 SFBIKE STORAGE693 SFPOOL EQUIP1,661 SF715 SF1 BED1,084 SF1 BED + DEN913 SF1 BED + DEN1,185 SF2 BED723 SF1 BED723 SF1 BED723 SF1 BEDGARAGEFIRST FLOORCONSTRUCTION LIMITSSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANSTRENCH DRAIN 122 LFRIM=845.35BOT=843.35IE=841.184 LF 8" SCH40 PVCSTORM @ 2.00%TRENCH DRAIN 216 LFRIM=846.67BOT=844.67IE=842.6718 LF 8" SCH40 PVCSTORM @ 2.00%7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF EDINA GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING 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) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST 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 SITE PREPARATION, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GROUNDWATER INFORMATION:PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 04-09-14GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 817.3 TO 818.8.Submitted 7-9-24 Planning Division
Conc. WalkW 72nd St(A Public R/W)Lyman Ln
France Ave S
(A Public R/W)24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E
520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.00S-B-1STAIR B110EXITPASSAGEWAYEP10Ra2114HOSPITALITY112COFFEE118TENANT A109TENANT B113BUILDINGLOBBY101ELEVATORLOBBY102ELEC117116
118B100B100VESTIBULE120B
109C C32B2C32B2Fc61109B103RESTROOM CORRIDOR105WOMEN106MEN100AC62BC62B118A115
ST-AN-1
102
109A
S-AN-1STAIR AN115SHOWER116SHOWERST-B-1
C62B2119119CORRIDOR1/4" / 1' - 0"1/8" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"1/4" / 1' -
0
"1/4" / 1' - 0"107IDFST-AS-1 S-AS-1STAIR AS117BIKELOUNGEC32B120A111120A111 111MECH120SOUTHVESTIBULEC32BC32BC62B1CH62B2CH62B1C62B2C62B2C32BC32BNOPARKINGEOF=845.66ELECROOMMOVE IN3,079 SFAMENITY24,657 SFPARKING1,850 SFFITNESS1,788 SFSTORAGE1,212 SFBIKE STORAGE693 SFPOOL EQUIP1,661 SF715 SF1 BED1,084 SF1 BED + DEN913 SF1 BED + DEN1,185 SF2 BED723 SF1 BED723 SF1 BED723 SF1 BEDGARAGEFIRST FLOORCONSTRUCTION LIMITSSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANSFIRE DEPARTMENTCONNECTION,COORD. W/ MECH'L.MAKE CONNECTION TO EXISTING8" COMBINED WATER SERVICESTUB (5' FROM BUILDING),COORD. W/ MECH'LMAKE CONNECTION TOEXISTING 8" SANITARY SERVICESTUB (5' FROM BUILDING),IE STUB = 850.14,(FIELD VERIFY)COORD. W/ MECH'LMAKE CONNECTION TOEXISTING 12" STORM SERVICESTUB (5' FROM BUILDING),STUB IE=842.47COORD. W/ MECH'LMAKE CONNECTION TOEXISTING 12" STORM SERVICESTUB (5' FROM BUILDING),STUB IE=843.88COORD. W/ MECH'LTRENCH DRAIN 122 LFRIM=845.35BOT=843.35IE=841.184 LF 8" SCH40 PVCSTORM @ 2.00%TRENCH DRAIN 216 LFRIM=846.67BOT=844.67IE=842.6718 LF 8" SCH40 PVCSTORM @ 2.00%MAKE CONNECTION TOEXISTING 8" STORMSERVICE STUBSTUB IE=841.10MAKE CONNECTION TOEXISTING 8" STORMSERVICE STUBSTUB IE=842.597200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4.UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR 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) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8.ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10.UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.13.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.14.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY 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 THE MECHANICAL DRAWINGS.17.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.18.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.19.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.20.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.21.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.22.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.23.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.CITY OF EDINA UTILITY NOTES:1.CONTRACTOR MUST APPLY FOR A SEWER AND WATER CONNECTION PERMIT WITH THECITY OF EDINA PUBLIC WORKS PRIOR TO CONSTRUCTION.2.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.Submitted 7-9-24 Planning Division
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS. .. .. .. .. .. .6"8"12"13 1/2"6"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSFINISHED GRADEN T SB-612 CONCRETE CURB AND GUTTER7"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENT DETAIL(6" MIN.)0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER(T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROMCURB. SEE PLAN1:3 BATTER SLOPE GUTTER 34" PER 1'-0"3" RADIUS CORNERS12" RADIUSCOMPACTED SUB-BASE, EXIST. NATIVEOR PER SOILS REPORT3FINISHED GRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND INACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN ASSPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSSWEIGHT 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. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECHREPORT FOR FINAL PAVEMENT SECTION.7. 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)TOOLED CONTROL JOINT, SEE DETAIL(TYP.)LIGHT 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)1. 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"2WALKS5"6"CONC. PVMT.7"6"BITUMINOUS 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.1LIGHT DUTY 1.5" 2" 8"HEAVY DUTY 2"2" 10"EXTERIOR SITE STAIR & HANDRAILN T SNOTES:1. SOIL TESTING, COMPACTION, AND BACKFILLING SHALL BE IN ACCORDANCE TO THE GEO-TECHNICALRECOMMENDATIONS OR AS SPECIFIED.2. SUBMIT RAILING SHOP DRAWINGS FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION. COORDINATEFABRICATION OF RAILING WITH OTHER RAIL OR FENCE TYPES. SHOP DRAWINGS SHALL BE COMPLIANT WITH CURRENTADA ACCESSIBILITY REQUIREMENTS.3. COORDINATE INSTALLATION OF RETAINING WALL PRIOR TO INSTALLATION OF STAIRS-SEE RETAINING WALL DETAIL.4. NO SPACE SHALL BE ALLOWED BETWEEN STAIRS AND RETAINING WALL UNLESS OTHERWISE SHOWN. CONCRETE SHALLDIRECTLY ABUT FACE OF RETAINING WALL.8"VERIFY WALK WIDTHS WITH SITE PLAN.REGARDLESS OF SITE PLAN LAYOUT,ENSURE MIN. 36" BETWEEN HANDRAILS.18" TYP.SECTION12"TYP.FINISHED GRADE12"24" TYP
12"
TYP.12"TREAD6" RISER
1%12"24"VARIES, SEE PLAN4" TYP. FROM EDGE OF CHEEK
WALL TO CENTER OF RAIL.PLAN12"8"
SEE PLANS 12" TYP.24"36"FINISHED GRADECOMPACTED SUBGRADE12" WIDE EXPANSION JOINT WITH SEALANT.8"L #4 STEEL DOWEL WITH SLEEVE (TYP.)PAVEMENT,SEE PLANS#4 REBAR AT 12" O.C.BOTH WAYS (TYP.)CORE AND GROUT RAIL INTO PLACE,MIN. 6" DEPTH.6" DEPTH, CLASS 5AGGREGATE BASECOORD. W/ARCH'LAND OWNER ONRAILING SELECTIONEXISTINGSTOOP8" WIDE CONC. CHEEKWALL (TYP.)TOP OFCHEEK WALL#3 REBAR AT EACH NOSING12" DIA. RADIUS (TYP.)BROOM FINISH TREADS PERPENDICULAR TO TRAFFICPROPOSEDGRADEBOTTOM OFCHEEK WALL TOBE 6" BELOWGRADECOORD. W/ARCH'LAND OWNER ONRAILING SELECTION5TRENCH DRAINN T SVARIESSEE PLAN8"10"6"6"8"10"8"6"6"EXPANSION JOINTCONCRETE SLAB ONGRADE, SEE SITE PLANFOR JOINTS#6 @ 2'-0" O.C.6#6 LONG'LSLOPE BOTTOM TOOUTLET, SEEGRADING PLANEXPANSION JOINTTRENCH DRAIN FRAME & COVERNEENAH R-4999-L2 OR APPROVEDEQUAL HEAVY DUTY GRATED COVER.GRATE COVER TO BE TYPE "L" SEEPLAN FOR TRENCH LENGTH4Submitted 7-9-24 Planning Division
Conc. WalkEdge ofWoodsEdge ofWoodsEdge ofWoodsWoodWallW 72nd St(A Public R/W)Lyman Ln
France Ave S
(A Public R/W)24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E
520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
4 Story Glass and Concrete Building7250 France Ave S, Edina, MN 55435Concrete Foundation Area: 13,947 Sq. Ft.93.15148.095.751.66
86.94150.67Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)2 Story Parking Ramp BelowAccess to 2 Story Parking Ramp Below
S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.00INLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS BEINGREMOVEDINLET PROTECTION ATCATCH BASINS, TYP7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Submitted 7-9-24 Planning Division
Conc. WalkW 72nd St(A Public R/W)Lyman Ln
France Ave S
(A Public R/W)24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E
520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.00S-B-1STAIR B110EXITPASSAGEWAYEP10Ra2114HOSPITALITY112COFFEE118TENANT A109TENANT B113BUILDINGLOBBY101ELEVATORLOBBY102ELEC117116
118B100B100VESTIBULE120B
109C C32B2C32B2Fc61109B103RESTROOM CORRIDOR105WOMEN106MEN100AC62BC62B118A115
ST-AN-1
102
109A
S-AN-1STAIR AN115SHOWER116SHOWERST-B-1
C62B2119119CORRIDOR1/4" / 1' - 0"1/8" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"1/4" / 1' -
0
"1/4" / 1' - 0"107IDFST-AS-1 S-AS-1STAIR AS117BIKELOUNGEC32B120A111120A111 111MECH120SOUTHVESTIBULEC32BC32BC62B1CH62B2CH62B1C62B2C62B2C32BC32BNOPARKINGEOF=845.66ELECROOMMOVE IN3,079 SFAMENITY24,657 SFPARKING1,850 SFFITNESS1,788 SFSTORAGE1,212 SFBIKE STORAGE693 SFPOOL EQUIP1,661 SF715 SF1 BED1,084 SF1 BED + DEN913 SF1 BED + DEN1,185 SF2 BED723 SF1 BED723 SF1 BED723 SF1 BEDGARAGEFIRST FLOORINLET PROTECTION ATCATCH BASINS, TYPPROVIDE SILT FENCEAROUND BASIN ONCECONSTRUCTEDPLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1OR STEEPER, TYP.(MNDOTCATEGORY 3)CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYP7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONSW1.1PH. 1 SWPPP -PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Submitted 7-9-24 Planning Division
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS. .. .. .. .. .. .OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24"
24"
24"
MIN.
6"6"SEDIMENT FENCEN T S5Submitted 7-9-24 Planning Division
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE. .. .. .. .. .. .OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF TWO EXISTING COMMERCIAL OFFICE BUILDINGS INTO NEW COMMERCIAL BUILDINGS, SITE AND LANDSCAPEIMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO LAKE EDINA AND NINEMILE CREEK. LAKE EDINA AND NINEMILE CREEK ARE IDENTIFIED ASAN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. LAKE EDINA IS IMPAIRED FOR NUTRIENTS AND NINEMILE CREEK ISIMPAIRED FOR BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS AND FISH BIOASSESSMENTS. BECAUSE THESE WATER BODIES ARE LOCATEDWITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCALGOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION 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 AND SEDIMENT CONTROLBMP'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 OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST 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 ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) 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 REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT 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, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OFBMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS INACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDETRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION ORAS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER 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, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORMWATER 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 INDIVIDUAL MUST 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 SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS ORGROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THEOBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS 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 STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASINGAND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARYSTOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENTCONTROLS 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 ALL EXPOSEDSOIL 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 OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURSAFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDARDAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOTNEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 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 AND MAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE 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 A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICESONLY AS APPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAINTO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELYAFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THEINLET.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 JURISDICTIONAL AUTHORITY(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 OF STOCKPILES 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 A BYPASS IN PLACEFOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT 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 MUST RESTRICT 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 SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITEDBY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, ANDSEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THATRETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATEDSTORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED ANDNUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR 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 A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS ORINUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, 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 ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24HOURS 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 POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR,REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6.PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK INSURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKEDSEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARDTO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA 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 RUNOFF OCCURRING, ORUPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAINGAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDEDSOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED 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 MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BEEXPOSED 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 MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES,ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITHMINN. 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 BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADEDINCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE 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 UPMEASURES 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 OTHER SIMILARLYEFFECTIVE 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 GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT 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. PERMITTEESMUST 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 IN SECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSIONDATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIALVEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUSSURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE INPLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROLIS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE 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 PRIOR TO SUBMITTINGTHE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDINGTHE 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 AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT ASEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OFSTRAW 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: 5/31/2025ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788Submitted 7-9-24 Planning Division
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: 7200 & 7250 FRANCEPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 7200 & 7250 FRANCE AVE SCITY OR TOWNSHIP: EDINASTATE: MNZIP CODE: 55435LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.87189 N, -93.32971 WMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: EDINAALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 6.5PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): COMMERCIALCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 2.8POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 3.1TOTAL NEW AREA OF IMPERVIOUS SURFACE: 0.3RECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPAIRED WATER (Y/N)27-0029-00..LAKE EDINA..LAKE..N..Y..DATES OF CONSTRUCTIONCONSTRUCTION START DATE: 06/25ESTIMATED COMPLETION DATE: 11/26GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY: CONSTRUCTION OF COMMERCIAL DEVELOPMENTDESCRIBE SOIL TYPES FOUND AT THE PROJECT: SOILS CONSIST OF CLAYEY SOILS NEAR THE SURFACE, WITH POORLY GRADED SANDS BELOWSITE LOCATION MAPSOILS INFORMATIONMAP UNITSYMBOLL55BURBAN LAND-MALARDI COMPLEX, 0TO 8 PERCENT SLOPESMAP UNIT NAMEU4AURBAN LAND-UDIPSAMMENTSCOMPLEX, 0 TO 2 PERCENT SLOPES....GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (2) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.LAKE EDINA - ENTIRE SITE - NUTRIENTSNINEMILE CREEK - ENTIRE SITE - BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS, FISH BIOASSESSMENTSB. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BEADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TOONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONALPONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATION / REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TOTREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HASTEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.N/ADEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH10.4 OF THE PERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.5):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES,THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENTWILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS,WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.07020012-808NINEMILE CREEKRIVERNYL55BSubmitted 7-9-24 Planning Division
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:21419.01... .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David 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.06/10/24Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ...REVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ONAUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMITREQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1. ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4. ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5. DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6. IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7. ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1. ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2. ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3. IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5. IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6. IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7. IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8. IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THEMINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2. ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3. ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4. ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5. ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6. IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7. HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1. ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2. ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3. ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4. ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5. IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7. ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1. IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3. IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5. IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7. PROPOSED AMENDMENTS TO THE SWPPP:8. POTENTIAL AREAS OF FUTURE CONCERN:9. ADDITIONAL COMMENTSY N N/AY NSubmitted 7-9-24 Planning Division
CONSTRUCTION LIMITSCONSTRUCTION LIMITSDRIVE ENTRY, SEE CIVILA1A1A1B1EEB1B1B1A1LB2B1B1IJB1B1B1B1B1B1B1B1B2B1B2B2B2QQQQQQQQJJJJJJJJJA1A1APPX LIMITS OF WORKWITHIN 7200 SCOPEA1WALK (CONCRETE)CRETAINING WALLD1EF1SEAT WALLS, SEE DETAIL 5/L5.1GWASTE AND RECYCLING, SEE DETAIL 11/L5.1HBIKE RACKS, SEE DETAIL 12/L5.1IJDECORATIVE PLANTERS, SEE DETAIL 7/L5.1 FOR QUANITIES7200 / 7250 PLAN KEYNOTES:B1PLANTING BED (IRRIGATED)KSTAIR AND HANDRAILS (DK BRONZE / BLACK TO MATCHARCH, SEE DETAIL 06/L5.0 AND 13/L5.1LSIGNAGE, BY OTHERSINTEGRAL TABLE AND CHAIRSNATIVE VEGETATION / SEED (TEMP IRRIGATE)DECORATIVE PAVING (CONCRETE) TYPE 1, SEE DETAIL 8/L5.0NSCULPTURAL / ART MONUMENTF2SEAT WALLS - WOOD TOPS, SEE DETAIL 5/L5.0 and 6/L5.1MMETAL EDGER PLANTER SYSTEMB2TURF SOD (IRRIGATED)D2DECORATIVE PAVING (PAVERS) - TYPE 2, SEE DETAIL 8/L5.0MOVABLE TABLE AND CHAIRS, SEE DETAIL 8/L5.1OD3DECORATIVE PAVING - CONCRETE SURFACE RETARDER / ETCH FINISHGUARDRAIL, MATCH ARCHITECTUREPA2WALK (ASPHALT)BUILDING MAINTENANCE EDGEQ7200DEVELOPMENTLANDSCAPE SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'L1.0LANDSCAPE SITE PLANSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANSSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:06/10/2024REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM
24225JC / MGTM7200 FRANCE AVE7200-7250 France AvenueSouth, Edina, MNNo.Description DateCITY SUBMITTAL06/10/2024LANDSCAPE ARCHITECT901 N THIRD ST, SUITE 225,MINNEAPOLIS, MN 55401PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comSubmitted 7-9-24 Planning Division
NOPARKINGFrance Ave
(A Public R/W)APPX LIMITS OF WORKWITHIN 7200 SCOPESYMBOLQTYCOMMON / BOTANICAL NAMECONTCALDECIDUOUS TREES15FREEMAN MAPLE / ACER FREEMANII `SIENNA GLEN`B & B2.5"CAL4 AUTUMN BLAZE MAPLE / ACER X FREEMANII `JEFFSRED` TMB & B3"CAL6AUTUMN BLAZE MAPLE / ACER X FREEMANII `JEFFSRED` TMB & B4.5"CAL4RIVER BIRCH (MULTI TRUNK) / BETULA NIGRAB & B2.5"CAL1RIVER BIRCH (MULTI TRUNK) / BETULA NIGRAB & B3"CAL3KENTUCKY COFFEETREE / GYMNOCLADUS DIOICA `ESPRESSO`B & B3"CAL11 PRAIRIE GOLD ASPEN / POPULUS TREMULOIDES `NE ARB`B & B2.5"CAL11SUMMER SHIMMER™ QUAKING ASPEN / POPULUS TREMULOIDES 'SELECT KLAUS'B & B2.5"CAL12SWAMP WHITE OAK / QUERCUS BICOLORB & B 3.5"CAL3SWAMP WHITE OAK / QUERCUS BICOLORB & B 3"CAL1NORTHERN PINE OAK / QUERCUS ELLIPSOIDALISB & B 5.5"CAL9RED OAK / QUERCUS RUBRAB & B 5.5"CAL4 AMERICAN LINDEN / TILIA AMERICANA `SENTRY`B & B 3"CALEVERGREEN TREES13TAMARACK / LARIX LARICINAB & B 7`ORNAMENTAL11AUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`B & B 2"CALSYMBOLQTYCOMMON / BOTANICAL NAMECONTSHRUBS25BOTTLEBRUSH BUCKEYE / AESCULUS PARVIFLORA5 GAL76IROQUOIS BEAUTY BLACK CHOKEBERRY / ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM5 GAL149GROUND HUG® BLACK CHOKEBERRY / ARONIA MELANOCARPA 'UCONNAM012'2 GAL18GRAY DOGWOOD / CORNUS RACEMOSA5 GAL21 CARDINAL RED TWIG DOGWOOD / CORNUS SERICEA `CARDINAL`5 GAL5AMERICAN HAZELNUT / CORYLUS AMERICANA5 GAL117 DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA5 GAL174 LITTLE LIME HYDRANGEA / HYDRANGEA PANICULATA `JANE` TM5 GAL162GRO-LOW FRAGRANT SUMAC / RHUS AROMATICA `GRO-LOW`5 GAL30CUTLEAF STAGHORN SUMAC / RHUS TYPHINA 'LACINATA'5 GAL307SEM ASH LEAF SPIREA / SORBARIA SORBIFOLIA `SEM`5 GALPERENNIALS615KOREAN FEATHER REED GRASS / CALAMAGROSTIS ARUNDINACEA BRACHYTRICHA1 GAL223GOLD DEW TUFTED HAIR GRASS / DESCHAMPSIA CESPITOSA `GOLDTAU`1 GAL96RASPBERRY WINE BEE BALM / MONARDA X `RASPBERRY WINE`1 GAL570SHENANDOAH SWITCH GRASS / PANICUM VIRGATUM `SHENANDOAH`1 GAL284BLUE HEAVEN LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM `MINNBLUEA`1 GAL579PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS1 GALPLANT SCHEDULE 7250 FRANCELANDSCAPE PLANTING PLAN1L1.2 20'40'10'0'SCALE:1"=20'L1.2LANDSCAPE PLANTING PLAN7200DEVELOPMENTSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANSSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:06/10/2024REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM
24225JC / MGTM7200 FRANCE AVE7200-7250 France AvenueSouth, Edina, MNNo.Description DateCITY SUBMITTAL06/10/2024LANDSCAPE ARCHITECT901 N THIRD ST, SUITE 225,MINNEAPOLIS, MN 55401PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comSubmitted 7-9-24 Planning Division
11NOTE:CONTRACTOR SHALL BE RESPONSIBLEFOR MAINTAINING TREES IN A PLUMBPOSITION THROUGHOUT THE WARRANTYPERIOD. STAKING AND GUYING ISMANDATORY FOR TREES 4" CAL ORGREATER, AND ALL BARE ROOT TREES.WRAP TREE TRUNKS ONLY UPON APPROVALBY LANDSCAPE ARCHITECT.SEE SPECIFICATION SECTION 32 93 00.3 x AMIN.30"RADIUS MIN.4"AEACH TREE SHALL BE PLANTED SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. IF THE ROOTFLARE IS NOT VISIBLE, THE SOIL SHALL BEREMOVED IN A LEVEL MANNER FROM THEROOT BALL TO WHERE THE FIRST MAINORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAINORDER ROOT 1" HIGHER THAN ADJACENTGRADE. DO NOT COVER TOP OF ROOTBALL WITH SOIL.SCARIFY SIDES OF TREE PIT WITH SPADEBY HAND TO BIND WITH PREPARED SOIL.PLANTING PIT TO BE TWO TO FIVE TIMESTHE DIAMETER OF ROOT ALL, SLOPEDTAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.DRAINAGE TRENCH AS REQUIRED PERPERCOLATION TEST IN SPEC. AUGER A 4"DIA. HOLE & FILL W/ 34" GRAVEL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL.DIG PLANTING PIT 4-6" DEEPER THANROOTBALL.UNDISTURBED SUBGRADE.REMOVE BURLAP, WINE, ROPE ANDWIRE FROM TOP HALF OF ROOT BALL.COMPACT PLANTING SOIL TO85% OF MAXIMUM DRY UNITWEIGHT PER ASTM D 698.EDGE CONDITION VARIES, SEEPLAN.4" BUILT-UP EARTH SAUCERBEYOND EDGE OF ROOT BALL.3" MULCH. AS SPECIFIED.RODENT TRUNK PROTECTIONFOR DECIDUOUS TREES: 12"HARDWIRE-CLOTH MESHCYLINDER. DIMENSIONS: 8"DIAMETER (OR GREATER) X 36"HEIGHT. STAKE IN PLACE,AVOIDING ROOTS. SEE SPEC.TREE PLANTING DETAIL, TYP.01L5.01/2" = 1'-0"SEE PLAN12"MIN.PREPARE SOIL FORTHE ENTIRE BED4"3" MULCH. AS SPECIFIED.NOTE: SEE SPECIFICATION SECTIONRELATED TO EXTERIOR PLANTING.TYPICAL SOIL DEPTH FOR TURF TO BE 4"CONTAINER GROWN MATERIAL SHALLHAVE ROOTS HAND LOOSENED.MIN.4" DEEPER THAN ROOT BALL.SCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOIL.UNDISTURBED SUBGRADE.PLANTING DETAIL, TYP.02L5.01/2" = 1'-0"5' DIAMETER MULCH RING, TYP.12"12"12"12"12"PLANSECTION AFILTRATION BASIN SUBGRADE, SEE CIVILPLANTING SOIL MIX, SEE CIVIL FOR DEPTH,3" MULCH, AS SPECIFIED.PLUG, SEE MIX FOR SPECIESA'A1/2" SCALESTORM FEATURE PLUG LAYOUT03L5.01/2" = 1'-0"SEE
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PLANSECTION A'-AA'ANOTE: DO NOT PLACE MULCH INCONTACT WITH ROOT FLARE.NOTE: AMEND THE SOILS BEFOREPLANTING NATIVE PLANTSL5.0LANDSCAPE SITE DETAILSSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:06/10/2024REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM
24225JC / MGTM7200 FRANCE AVE7200-7250 France AvenueSouth, Edina, MNNo.Description DateCITY SUBMITTAL06/10/2024LANDSCAPE ARCHITECT901 N THIRD ST, SUITE 225,MINNEAPOLIS, MN 55401PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comSubmitted 7-9-24 Planning Division
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KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:20 AMA001
EXISTING SITE PHOTOS
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description Date
7200 FRANCE AVENUE - EXISTING SITE IMAGES
7200 FRANCE AVENUE - EXISTING SITE AERIALSSubmitted 7-9-24 Planning Division
West 72nd Street France Avenue South7200 FRANCE RESIDENTIAL
BUILDING
SETBACK
7250 FRANCE OFFICE BUILDINGNEW STREETCONSTRUCTION LIMITS
LEVEL 1
GREEN
ROOF
LEVEL 2 COURTYARD
LEVEL 2 TERRACESGallagher Drive
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REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:27 AMA002
ARCHITECTURAL SITE PLAN
2024-1149
ESG RSL
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description DateSubmitted 7-9-24 Planning Division
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 8"
ROOF LEVEL
169' - 4"
LEVEL -1
88' - 8"
LEVEL -2
78' - 0"
1 9876542 103
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179' - 0"11' - 8"11' - 8"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"10' - 8"8' - 0"73' - 6"AVG GRADE PLAN
97' - 6"
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ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:27 AMA003
SITE SECTION
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description Date
1/8" = 1'-0"A003
1 SECTION VIEWSubmitted 7-9-24 Planning Division
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
205' - 0"
21' - 4"4' - 0"16' - 8"29' - 0"30' - 0"31' - 4"28' - 8"30' - 0"14' - 0"14' - 0"28' - 0"7' - 6"21' - 0"28' - 6"20' - 0"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 0"213' - 4"218' - 0"4' - 8"64' - 10"139' - 2"3' - 0"28' - 10"186' - 2"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"26' - 6"24' - 0"27' - 4"26' - 6"45,146 SF
PARKING
6.7%13.3%MUA FROM ABOVE
GARAGE EXHAUST
STOR
STOR
15' - 0"8' - 6"8' - 6"8' - 6"
8' - 6"18' - 0"8' - 6"8' - 6"8' - 6"24' - 8"
G.8
PLAN
NORTH
A B
C D
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:29 AMA100
LEVEL P2 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description Date
3/32" = 1'-0"A100
1 LEVEL P2 - LUASubmitted 7-9-24 Planning Division
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
205' - 0"
21' - 4"4' - 0"16' - 8"29' - 0"30' - 0"31' - 4"28' - 8"30' - 0"14' - 0"14' - 0"28' - 0"7' - 6"21' - 0"28' - 6"20' - 0"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 0"213' - 4"218' - 0"69' - 6"139' - 2"3' - 0"28' - 10"186' - 2"24' - 0"24' - 0"24' - 0"24' - 2"45,146 SF
PARKING6.7%13.3%88'-8"
844.67'
845.33'
89'-4"
3.5%88'-8"
6.7%
90'-8"
90'-8"
88'-8"
TRASH
MECH
MECH
TWO ADDITIONAL
STALLS AT MINUS
2 LEVEL
ELEC
ROOM
MOVE IN
GARAGE
EXHAUST
MUA
SHAFT
28' - 6"23' - 10"G.8
PLAN
NORTH
A B
C D
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:29 AMA101
LEVEL P1 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description Date
3/32" = 1'-0"A101
1 LEVEL P1 - LUASubmitted 7-9-24 Planning Division
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
205' - 0"
21' - 4"4' - 0"16' - 8"29' - 0"30' - 0"31' - 4"28' - 8"30' - 0"14' - 0"14' - 0"28' - 0"7' - 6"21' - 0"28' - 6"20' - 0"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 0"213' - 4"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 2"23,096 SF
PARKING
1,071 SF
BIKE STORAGE
715 SF
1 BED
1,084 SF
1 BED + DEN
913 SF
1 BED + DEN
1,185 SF
2 BED
723 SF
1 BED
723 SF
1 BED
723 SF
1 BED
3,079 SF
LOBBY/LEASING/WFH
1,850 SF
FITNESS
50' - 0" SETBACK30' - 0" SETBACK50' SETBACK FROM CURB100'-0"
856.00'
OPEN TO
BELOW
BUILDING PERIMETER ABOVE
GREEN
ROOF
M W
POOL
ABOVE
MAKE UP AIR INTAKE
GARAGE
EXHAUST
SETBACK
30' SETBACK FROM CURB
874 SF
GOLF SIMULATOR
366 SF
PET SPA
250 SF
POOL EQUIPMENT
405 SF
MAINTENANCE
1,730 SF
STORAGE
G.8
15' - 0"22' - 0"PLAN
NORTH
A B
C D
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:33 AMA102
LEVEL 1 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description Date
3/32" = 1'-0"A102
1 LEVEL 1 - LUASubmitted 7-9-24 Planning Division
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
928 SF
1 BED + DEN
765 SF
1 BED
765 SF
1 BED
1,360 SF
2 BED
906 SF
1 BED + DEN
1,095 SF
2 BED
1,095 SF
2 BED
553 SF
ALCOVE
1,095 SF
2 BED
906 SF
1 BED + DEN
1,360 SF
2 BED
765 SF
1 BED
765 SF
1 BED
928 SF
1 BED + DEN
723 SF
1 BED
1,283 SF
2 BED
1,508 SF
2 BED + DEN
553 SF
ALCOVE
723 SF
1 BED
553 SF
ALCOVE
553 SF
ALCOVE
5,503 SF
TERRACE
2,066 SF
AMENITY
539 SF
ALCOVE
645 SF
1 BED
645 SF
1 BED
1,340 SF
2 BED
1,508 SF
2 BED + DEN
1,283 SF
2 BED
723 SF
1 BED
4,624 SF
BOH CIRC
205' - 0"
21' - 4"4' - 0"16' - 8"29' - 0"30' - 0"31' - 4"28' - 8"30' - 0"14' - 0"14' - 0"28' - 0"7' - 6"21' - 0"28' - 6"20' - 0"23' - 10"4' - 8"19' - 10"4' - 0"22' - 0"6' - 0"14' - 0"213' - 4"147 SF
TERRACE
147 SF
TERRACE
147 SF
TERRACE
ELEC/
DATA
MEN WOMEN
SPA POOL
PRIVATE TERRACE
PRIVATE
TERRACE
PRIVATE
TERRACE
PRIVATE
TERRACE
PRIVATE
TERRACE
PRIVATE
TERRACE
PRIVATE
TERRACE
PRIVATE
TERRACE
RAISED CONCRETE PLANTERS
LOUNGE
SEATING
AREA
DINING
SEATING
AREA
GAME
AREA
KITCHEN
SHOWER
ROOM
ELEC/
DATA
PRIVATE
TERRACE 14' - 0"24' - 0"
EXTENT OF HYDRONIC
HEATING
ARTIFICIAL TURF GAME LAWN
G.8
PLAN
NORTH
A B
C D
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:34 AMA103
LEVEL 2 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description Date
3/32" = 1'-0"A103
1 LEVEL 2 - LUASubmitted 7-9-24 Planning Division
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
205' - 0"
21' - 4"4' - 0"16' - 8"29' - 0"30' - 0"31' - 4"28' - 8"30' - 0"14' - 0"14' - 0"28' - 0"7' - 6"21' - 0"28' - 6"20' - 0"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 0"213' - 4"1,508 SF
2 BED + DEN
1,340 SF
2 BED
645 SF
1 BED
645 SF
1 BED
539 SF
ALCOVE
540 SF
ALCOVE
723 SF
1 BED
723 SF
1 BED
721 SF
1 BED
553 SF
ALCOVE
3,980 SF
BOH CIRC
553 SF
ALCOVE
723 SF
1 BED
553 SF
ALCOVE
1,508 SF
2 BED + DEN
1,283 SF
2 BED
723 SF
1 BED
928 SF
1 BED + DEN
765 SF
1 BED
765 SF
1 BED
1,360 SF
2 BED
906 SF
1 BED + DEN
906 SF
1 BED + DEN
1,360 SF
2 BED
765 SF
1 BED
765 SF
1 BED
928 SF
1 BED + DEN
723 SF
1 BED
1,283 SF
2 BED
1,095 SF
2 BED
1,095 SF
2 BED
1,095 SF
2 BED
553 SF
ALCOVE
G.8
PLAN
NORTH
A B
C D
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:36 AMA104
LEVEL 3 FLOOR PLAN
(LEVELS 4 & 5 SIMILAR)
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description Date
3/32" = 1'-0"A104
1 LEVEL 3-5 (TYP) - LUASubmitted 7-9-24 Planning Division
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
205' - 0"
21' - 4"4' - 0"16' - 8"29' - 0"30' - 0"31' - 4"28' - 8"30' - 0"14' - 0"14' - 0"28' - 0"7' - 6"21' - 0"28' - 6"20' - 0"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 0"213' - 4"613 SF
TERRACE
1,919 SF
2 BED + DEN
645 SF
1 BED
645 SF
1 BED
539 SF
ALCOVE
540 SF
ALCOVE
723 SF
1 BED
1,531 SF
2 BED
928 SF
1 BED + DEN
1,298 SF
2 BED
723 SF
1 BED
721 SF
1 BED
3,740 SF
BOH CIRC
1,106 SF
2 BED
723 SF
1 BED
1,688 SF
2 BED + DEN
613 SF
TERRACE
1,298 SF
2 BED
928 SF
1 BED + DEN
1,531 SF
2 BED
1,866 SF
2 BED + DEN
1,095 SF
2 BED
1,095 SF
2 BED
1,095 SF
2 BED
1,866 SF
2 BED + DEN
414 SF
TERRACE
414 SF
TERRACE
429 SF
TERRACE
429 SF
TERRACE
G.8
PLAN
NORTH
A B
C D
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:37 AMA105
LEVEL 6 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description Date
3/32" = 1'-0"A105
1 LEVEL 6 - LUASubmitted 7-9-24 Planning Division
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
205' - 0"
21' - 4"4' - 0"16' - 8"29' - 0"30' - 0"31' - 4"28' - 8"30' - 0"14' - 0"14' - 0"28' - 0"7' - 6"21' - 0"28' - 6"20' - 0"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 0"213' - 4"PERIMETER OF EXTERIOR WALL BELOW
TERRACE BELOW
PERMIMETER WALL OF RECESSED BALCONY BELOW
THIR PORTION OF ROOF OVER
BALCONY BELOW IS ELEVATED 3'-0"
ABOVE TYPICAL ROOF
ELEVATOR OVERRUN
ROOF TERRACE BELOW
G.8
PLAN
NORTH
A B
C D
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:37 AMA106
ROOF PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024 NORTHTRUENo. Description Date
3/32" = 1'-0"A106
1 ROOF LEVEL - LUASubmitted 7-9-24 Planning Division
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:45 AMA400
EXTERIOR MATERIALS
2024-1149
Author Checker
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
No. Description Date
LOUVER : BUFF COLOR PREFABRICATED BALCONIES :
BLACK
WINDOWS : BLACK FRAME STOREFRONT GLAZING FIBER CEMENT 5 : BUFF
PATTERN 3
FIBER CEMENT 3 : BUFF
PATTERN 1
FIBER CEMENT 4 : BLACK
PATTERN 2
FIBER CEMENT 2 : MEDIUM
GRAY PATTERN 2
FIBER CEMENT 1 : MEDIUM
GRAY PATTERN 1
BRICK : FRENCH GRAYSubmitted 7-9-24 Planning Division
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 8"
ROOF LEVEL
169' - 4"14' - 0"10' - 8"10' - 8"10' - 8"11' - 8"11' - 8"9' - 8"ELEVATOR
OVERRUN
179' - 0"
BRICK - FRENCH GRAY
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 1
FIBER CEMENT -
BUFF, PATTERN 1
FIBER CEMENT -
BROWN, PATTERN 3
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
FIBER CEMENT -
BLACK,
PATTERN 2
STOREFRONT GLAZING -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
WINDOW - BLACK FRAME
LOUVER - BUFF COLOR
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 1
FIBER CEMENT - BLACK,
PATTERN 2
AVG GRADE PLAN
97' - 6"
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 8"
ROOF LEVEL
169' - 4"
LEVEL -1
88' - 8"9' - 8"11' - 8"11' - 8"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"ELEVATOR
OVERRUN
179' - 0"
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
BRICK - FRENCH GRAY
FIBER CEMENT - MEDIUM GRAY, PATTERN 1
FIBER CEMENT -
BLACK, PATTERN
2
WINDOW - BLACK FRAME
STOREFRONT GLAZING -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
FIBER CEMENT -
BROWN, PATTERN 3
AVG GRADE PLAN
97' - 6"61' - 6"Signature
Typed or Printed Name
License #Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/9/2024 11:23:59 AMA201
EXTERIOR ELEVATIONS
2024-1149
Author Checker
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
1/8" = 1'-0"A201
1 NORTH ELEVATION - LUA
No. Description Date
1/8" = 1'-0"A201
2 SOUTH ELEVATION - LUASubmitted 7-9-24 Planning Division
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 8"
ROOF LEVEL
169' - 4"9' - 8"11' - 8"11' - 8"10' - 8"10' - 8"10' - 8"14' - 0"ELEVATOR
OVERRUN
179' - 0"
1
A003
BRICK - FRENCH GRAY
FIBER CEMENT -
BLACK, PATTERN 2
STOREFRONT GLAZING -
BLACK FRAME
WINDOW - BLACK FRAME
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 1
PREFABRICATED
BALCONIES - BLACK
FIBER CEMENT -
BROWN, PATTERN 3
AVG GRADE PLAN
97' - 6"71' - 10"LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 8"
ROOF LEVEL
169' - 4"
LEVEL -1
88' - 8"9' - 8"11' - 8"11' - 8"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"ELEVATOR
OVERRUN
179' - 0"
COURTYARD ELEVATION
BEYOND.
SEE SHEET #
/4 A203
1
A003
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 1
BRICK - FRENCH GRAY
WINDOW - BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
STOREFRONT GLAZING -
BLACK FRAME
FIBER CEMENT -
BLACK, PATTERN 2
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
AVG GRADE PLAN
97' - 6"60' - 2"Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/9/2024 11:24:01 AMA202
EXTERIOR ELEVATIONS
2024-1149
Author Checker
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
No. Description Date
1/8" = 1'-0"A202
1 EAST ELEVATION - LUA
1/8" = 1'-0"A202
2 WEST ELEVATION - LUASubmitted 7-9-24 Planning Division
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 8"
ROOF LEVEL
169' - 4"11' - 8"11' - 8"10' - 8"10' - 8"10' - 8"14' - 0"FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
WINDOW -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
BRICK - FRENCH GRAY
61' - 2"AVG GRADE PLAN
97' - 6"
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 8"
ROOF LEVEL
169' - 4"14' - 0"10' - 8"10' - 8"10' - 8"11' - 8"11' - 8"WINDOW -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
BRICK - FRENCH GRAY
AVG GRADE PLAN
97' - 6"
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 8"
ROOF LEVEL
169' - 4"9' - 8"11' - 8"11' - 8"10' - 8"10' - 8"10' - 8"14' - 0"ELEVATOR
OVERRUN
179' - 0"
1
A003
FIBER CEMENT -
BROWN, PATTERN 3
WINDOW -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
STOREFRONT GLAZING -
BLACK FRAME
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
AVG GRADE PLAN
97' - 6"
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 8"
ROOF LEVEL
169' - 4"
LEVEL -1
88' - 8"
ELEVATOR
OVERRUN
179' - 0"
1
A003
11' - 8"11' - 8"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
FIBER CEMENT -
BROWN, PATTERN 3
PREFABRICATED
BALCONIES - BLACK
WINDOW -
BLACK FRAME
AVG GRADE PLAN
97' - 6"
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/9/2024 11:24:03 AMA203
EXTERIOR ELEVATIONS
2024-1149
Author Checker
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
No. Description Date
1/8" = 1'-0"A203
1 NORTH COURTYARD ELEVATION - LUA
1/8" = 1'-0"A203
2 SOUTH COURTYARD ELEVATION - LUA
1/8" = 1'-0"A203
3 EAST COURTYARD ELEVATION - LUA
1/8" = 1'-0"A203
4 WEST ELEVATION COURTYARD - LUASubmitted 7-9-24 Planning Division
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REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:46 AMA500
AERIAL VIEWS
2024-1149
Author Checker
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
No. Description Date
AERIAL - NE CORNER AERIAL - SE CORNER
AERIAL - SW CORNERAERIAL - NW CORNERSubmitted 7-9-24 Planning Division
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KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or
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supervision and that I am a duly licensed architect
under the laws of the State of Minnesota
7/5/2024 10:03:46 AMA501
EXTERIOR RENDERINGS
2024-1149
Author Checker
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
No. Description Date
SE CORNER - DAY VIEW SE CORNER - NIGHT VIEW
NE CORNER - DAY VIEW NE CORNER - NIGHT VIEWSubmitted 7-9-24 Planning Division
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KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:47 AMA502
EXTERIOR RENDERINGS
2024-1149
Author Checker
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
No. Description Date
VIEW ALONG FRANCE AVE LOOKING SOUTH
VIEW ALONG 72ND STREET LOOKING EASTSubmitted 7-9-24 Planning Division
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PROJECT NUMBER
ORIGINAL ISSUE:
REVISIONS:NOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:47 AMA503
EXTERIOR RENDERINGS
2024-1149
06/21/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
No. Description Date
VIEW OF DANILA LOOKING WEST
VIEW ALONG 72ND STREET LOOKING EASTSubmitted 7-9-24 Planning Division
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRUCTIONI 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
7/5/2024 10:03:47 AMA504
EXTERIOR ELEVATIONS
2024-1149
Author Checker
06/21/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
6/21/2024
VIEW LOOKING EAST
VIEW OF DANILA LOOKING EAST
No. Description DateSubmitted 7-9-24 Planning Division
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.4 0.4 0.3
0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.1 1.5 1.4 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.7 2.6 2.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.9 2.3 3.6 3.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 1.0 2.8 4.6 3.9 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.1 2.9 5.0 4.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.3 3.2 5.1 4.1 1.3 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.4 3.2 4.7 4.2 1.6 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
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0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.6 3.6 5.5 4.5 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.7 3.7 5.7 5.4 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 1.8 3.7 5.5 4.4 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.9 3.5 4.6 4.1 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 2.0 3.2 3.9 2.9 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.1 2.0 3.0 3.5 2.2 1.6 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.2 2.1 2.9 3.2 2.1 1.2 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.1 2.9 3.0 2.8 0.5 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.1 2.8 3.0 2.6 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.0 2.7 2.9 2.4 1.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.1 1.9 2.6 2.9 2.6 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 1.7 2.4 2.6 2.4 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.9 1.6 2.1 2.4 2.2 0.5 1.0 0.6 1.1 0.8 1.1 0.6
0.6
0.5 0.4 0.6 0.4
0.6
0.5 0.4 0.6 0.4
0.6
0.5 0.4 0.6 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.3 1.8 2.1 1.8 1.2 0.6 0.5 0.7 0.7 0.7 0.6 0.8 0.7 0.6 0.8 0.6 0.8 0.7 0.6 0.8 0.6 0.7 0.7 0.6 0.7 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.1 1.5 1.6 1.5 0.9 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.9 1.2 1.3 1.2 0.7 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.8 0.9 1.0 0.9 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 0.7 0.7 0.6 0.4 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
East Property Line Illuminance Fc 0.10 0.2 0.0 N.A. N.A.
North Prop Line Illuminance Fc 0.34 0.5 0.0 N.A. N.A.
Site Illuminance Fc 0.41 5.7 0.0 N.A. N.A.
South Property Line Illuminance Fc 0.08 0.5 0.0 N.A. N.A.A. REFER TO SHEETS E0.2P AND E0.3P FOR FIXTURE SCHEDULES, DETAILS, AND CUTSHEETS.B. LIGTHTING LEVELS SHOWN ARE MAINTAINED. LIGHT LOSS FACTOR OF 0.90 WAS USED TO ACCOUNT FOR DIRT AND LUMEN DEPRECIATION.C. WALL MOUNTING HEIGHTS SHOWN ARE TO CENTER OF FIXTURE.GENERAL NOTES:P125'-0"P115'-0"P115'-0"P125'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"Signature
Typed or Printed Name
License #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional engineer under the laws of the State
of MinnesotaE0.1PELECTRICAL SITE
PHOTOMETRIC PLAN
4639.0000BWJ BWJ06/07/247200 FRANCE AVE7200 FRANCE AVE7200 FRANCE AVE, EDINA, MN55435SITEPHOTOMETRIC06/07/2024SCALE:1" = 20'-0"ELECTRICAL SITE PHOTOMETRIC PLAN1No. DescriptionDateSubmitted 7-9-24 Planning Division
1,050 NOMINAL LUMENS, WET LOCATION LISTED. FINISH TO BE BLACK.3000KW112" TALL, 6" WIDE LED WALL SCONCE. DIE-CAST ALUMINUM HOUSING WITH ACRYLIC SHADE.UNIVLEDN/A25WAC LIGHTINGWS-W190114-30-BKP1EXTERIOR WALL MOUNTED LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. 4" SQUARE, UNIVLEDN/A 102LITHONIA LIGHTING DSX1 LED-P3-30K-T2M-MVOLT-WBA-HSTYPE 2 MEDIUM DISTRIBUTION WITH HOUSE SIDE SHIELD.3000KLIGHT FIXTURE SCHEDULEFIXT. TYPEDESCRIPTIONVOLTAGELAMPSVA/ FIXT.MANUFACTURERCATALOG NUMBERTYPEQTY./ FIXT.Signature
Typed or Printed Name
License # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional engineer under the laws of the State
of MinnesotaE0.2PELECTRICAL SITE
PHOTOMETRIC DETAIL4639.0000BWJ BWJ06/07/247200 FRANCE AVE7200 FRANCE AVE7200 FRANCE AVE, EDINA, MN55435SITEPHOTOMETRIC06/07/2024No. DescriptionDateNO SCALEFIXTURES P11NO SCALEFIXTURE W12Submitted 7-9-24 Planning Division
South France Avenue Crossing
07/25/2024 Concept Image for Discussion Only 1
July 25, 2024 HRA Progress Update
Max. slope = 5%
07/25/2024 Concept Image for Discussion Only 3Previous Documents
07/25/2024 Concept Image for Discussion Only 4Previous Documents
07/25/2024 Concept Image for Discussion Only 5Previous Documents
07/25/2024 Concept Image for Discussion Only 6York Ave Bridges
07/25/2024 Concept Image for Discussion Only 8Crossing Study
EdinaMN.govSite Plan Review and Zoning OrdinanceAmendment (PUD-16)7200 France Avenue
Site
Approved Overall Development Plan
Approved Overall Development Plan
This Request Requires:Site Plan Review and An Ordinance Amendment to revise the PUD-16, Planned Unit Development to incorporate a Final Site Plan for Phase 2. The Ordinance Amendment includes a reduction in first floor ceiling height from 16 feet to 14 feet.
Review of Site Plan:
Proposed (Measured to the curb)City Standard PUD-16 District (Measured to the curb)52 feet30 feet25 feet200+ feet90 feet50 feet 30 feet25 feet90 feet45 feetFront – France Ave.Front – 72ndStreetFront – Galagher DriveSide – West (north half)Side – West (south halfPhase 2 – 72 feet with a ceiling height of 14* feet on the main level(Buildings to be constructed per the plans)Phase 2 – 72 feet with a ceiling height of 16 feet on the main level(Buildings to be constructed per the approved plans)Building Height48 units per acre20-75 units per acre (Comp. Plan)Density1.81.8Floor Area Ratio (FAR) .30Building Coverage483 spaces468 total stallsParking
Primary IssueIs the proposed Site Plan consistent with the approved Overall Development Plan and is the Ordinance Amendment reasonable to incorporate into the PUD Ordinance including the reduction in first floor ceiling height from 16 to 14 feet.
Primary IssueIs the proposed Site Plan consistent with the approved Overall Development Plan and is the Ordinance Amendment reasonable to incorporate into the PUD Ordinance including the reduction in first floor ceiling height from 16 to 14 feet.
Staff Recommendation
7200 France Avenue Apartments
7.24.2024 Planning Commission
7200 FRANCE AVENUE
EDINA, MN
Project Overview:
• Phase 2 of approved PUD
• Consistent with approved density
and height
• 153 apartments
• 100% structured parking
• Reduced traffic demand
7200 FRANCE AVENUE
EDINA, MN Site Plan
West 72nd Street France Avenue South7200 FRANCE RESIDENTIAL
BUILDING
SETBACK
7250 FRANCE OFFICE BUILDINGNEW STREETCONSTRUCTION LIMITS
LEVEL 1
GREEN
ROOF
LEVEL 2 COURTYARD
LEVEL 2 TERRACESGallagher Drive
A B
C D
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKE
ORIGINAL ISSUE:
REVISIONS:
KEY PLANNOT FOR CONSTRU I hereby certify that this plan
report was prepared by me
supervision and that I am a d
under the laws of the State 7/5/2024 10:03:27 AMA00
ARCHITECTURA
2024-1149
ESG RSL
7200 France Av
7200 Franc
Edina, MN
LAND U
APPLICA
6/21/2
No. Description
Site Plan Features:
• U-shaped courtyard design -
oriented toward stormwater
feature
• Front porch on France Ave
• Private patios and front doors on
France and 72nd
• Building amenities oriented
toward Danila in effort to activate
this new street
• Service/loading on New Street
• Building more than 200’ from
nearest residential property
7200 FRANCE AVENUE
EDINA, MN Street view - France
7200 FRANCE AVENUE
EDINA, MN Street view - France
7200 FRANCE AVENUE
EDINA, MN Street view - France
7200 FRANCE AVENUE
EDINA, MN Street view - France
7200 FRANCE AVENUE
EDINA, MN Street view - France
7200 FRANCE AVENUE
EDINA, MN Street view - France
7200 FRANCE AVENUE
EDINA, MN Street view - France
7200 FRANCE AVENUE
EDINA, MN Street view - 72nd
7200 FRANCE AVENUE
EDINA, MN Street View - West
7200 FRANCE AVENUE
EDINA, MN Street view - West
Date: July 24, 2024 Agenda Item #: VI I.A.
To:P lanning C ommission Item Type:
R eport and R ecommendation
F rom:Addis on Lewis, C ommunity Development
C oordinator Item Activity:
Subject:C ommis s ion Work P lan Item: Areas of P otential
C hange
Disc ussion
C ITY O F E D IN A
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
A C TI O N R EQ U ES TED:
Discussion only.
I N TR O D U C TI O N:
T he P lanning Commission's 2024 Work P lan includes the directive to consider the next "Areas of P otential
C hange" for future small area planning/lead into the next Comprehensive P lan U pdate. Commissioners Miranda,
P adilla, Felt, and Daye are the assigned leads. C ommissioner Miranda will provide an overview of the work
completed to date on the initiative.