cedar-isles-dean neighborhood association (cidna ... · 12/07/2017 · • visible demolition work...

CEDAR-ISLES-DEAN NEIGHBORHOOD ASSOCIATION (CIDNA) RESOLUTION NOT TO OPPOSE THE APARTMENT PROJECT BY 3100 MSP, LLC AT 3100 WEST LAKE STREET JULY 12, 2017

WHEREAS, 3100 MSP, LLC (“3100 MSP”) has submitted plans for an 8-story apartment project with 200 units and 205,000 gross square feet at 3100 West Lake Street (the “Project”; see attached architecture, engineering, landscape plans, draft logistics drawing, and draft earth retention drawings). WHEREAS the Project is located within the Shoreland Overlay District of Lake Calhoun as defined by the zoning code. WHEREAS West Lake Street is an extremely busy thoroughfare with only two lanes of westerly traffic. WHEREAS 3100 MSP has submitted a study of projected traffic to and from the site (see attached draft by Wenk Associates). WHEREAS the Project is adjacent to four multi-occupancy residential buildings: the Loop Calhoun Condominiums to the west (the “Loop”), Lake Calhoun City Flats (to the north), and Lake Point condominiums and Lakeshore Arms apartments (to the east). WHEREAS 3100 MSP has provided CIDNA with a non-binding letter of intent dated July 7, 2017 (the “Letter of Intent”, attached) setting forth many of the operating principles that will guide construction of the Project. WHEREAS the Loop is located between the Project and the Trammell Crow apartments, and Trammell Crow construction is alleged to have caused $1.8 million of damage to the Loop, for which Loop owners have been financially responsible, and for which a lawsuit is pending, and because of which the neighborhood wants to avoid similar damage from the Project. WHEREAS Magic Paks on the Trammell Crow project allegedly have caused significant noise to Loop residents, and Magic Paks will be used for the Project as the primary source of HVAC. WHEREAS 3100 MSP has communicated the following 8 intentions for the demolition process:

• Remove any environmentally sensitive materials according to industry standards. • Salvage any reusable or recyclable materials. • Use backhoe equipment to push the building into the hole. • Haul material off the site to landfills. • Use fire hoses to wet the material and control dust or fire hazards. • Visible demolition work should only last a few weeks after the site is prepared.

• Hours of operation will be consistent with city standards. • Vibration monitoring equipment will be in place prior to the start of the building

demolition. NOW THEREFORE BE IT RESOLVED THAT: 1) CIDNA does not oppose the Project with the following conditions:

• The Project will be constructed and staged entirely on the site (or off-site away from the adjacent street and sidewalk), so that no lane-closures are expected to occur, other than for emergencies, right-of-way work required by the City to improve curb and gutter and other facilities, utility improvements, and staging mistakes (the latter of which will be quickly corrected).

• 3100 MSP will seek to minimize disruption and damage from construction for the community and all adjacent neighbors, including where possible, use of drilled pier earth retention systems (vs. a driven pile system), layback excavation system to minimize use of earth retention, and location of storm water retention to minimize excavation.

• 3100 MSP will respect CIDNA’s resolutions dated May 2, 2005 and January 17, 2006 (attached) which address traffic and safety issues in the neighborhood regarding the exit ramp to Dean Parkway from Lake Calhoun City Flats, including conversion of the alley to one-way, and closure from midnight to 7 a.m. and during dangerous icy winter conditions.

• If necessary 3100 MSP would minimize dust from demolition with extra water from fire hoses.

• 3100 MSP respects the operating principles set forth in the Letter of Intent. 2) CIDNA does not oppose the basic design of the Project for the following reasons:

• Height and setback, while not ideal, would reasonably respect the neighbors and the intent of the Shoreland Overlay ordinance.

• The height precedents of Lakes Residences and Edgewater on Lake Calhoun within the Shoreland Overlay District would be reasonably respected.

• The Project would offer attractive design with glass, materials, articulation and clean contemporary lines.

• There would be reasonable setback from Lake Street to address the interface with adjacent buildings including a respectful pedestrian environment.

• The emergency generator would be located away from the neighbors on the northeast ground corner.

• The 8th-floor roof would be clear with no overruns except the elevator, and the swimming pool attractively located on the 7th-floor roof.

• Other than the elevator overrun, there are no significant roof structures. 3) CIDNA makes the following requests to 3100 MSP, the City, and Stuart Ackerberg related to the Project:

• The City should explore prohibition of U-turns for easterly traffic on West Lake Street at Dean Parkway. The City should consider U-turns at the quieter intersection of West Lake Street and Thomas Avenue South.

• A small appropriately designed retaining wall should be constructed on the Project’s east property line to preserve the ash tree, jack pine, and other landscaping on the adjacent property at 3026 West Lake Street (Lakeshore Arms apartments).

• The three mature trees on the southwest corner of the site (the linden, spruce and box elder) should be preserved; in addition, all other trees within 10 feet of the west property line should be preserved.

• Existing environmental art work on the site (the “Green Chairs” and the “Fish Mobile”) should be moved to the south side of Excelsior Boulevard on the front lawn of the Executive Center (Stuart Ackerberg, owner of the art and the Executive Center, already has informal plans to move this art before the Project starts), provided that 3100 MSP shall have no obligation to complete the removal and re-installation of the third-party owned art.

• If possible, louvers on the Magic Paks should be permanently set to point to the side away from nearby neighbors.

• To help relieve congestion at the Dean Parkway intersection, eliminate the bump out at the beginning of the left turn lane from West Lake Street to Dean Parkway (see the bump-out in the lower left corner of the attached Google Earth photo).

• The left-turn lane from the west on Lake Street into the existing westerly curb cut should be eliminated (see attached photo).

• CIDNA invites 3100 MSP to host a grand opening of the cornerstone box placed in the Ministers Life Building when construction commenced in 1953 (see attached letter from Michael Wilson with supporting newspaper articles).

4) CIDNA commends 3100 MSP for the attractive winding sidewalk that is proposed to be set back from busy Lake Street traffic. Approved July 12, 2017 by the CIDNA Board of Directors. _________________________________________ President, CIDNA _________________________________________ Robert Corrick, Chair, CIDNA Land Use and Development Committee _________________________________________ Rosanne Halloran, Secretary

EXHIBITS: Letter of Intent from 3100 MSP Architecture submission by ESG Architecture and Design Civil engineering submission by Kimley Horn and Associates, Inc. Landscape design by Damon Farber Landscape Architects Draft site logistics by Adolphson & Peterson Construction Draft site sections and Earth Retention Draft traffic study by Wenk Associates Left turn bump out at Dean Parkway (Google Maps) Left turn to curb cut (Google Maps) CIDNA Resolution not to oppose Ackerberg/Village Green Project dated May 2, 2005 CIDNA Resolution regarding Ackerberg Alley dated January 17, 2006 CIDNA Letter requesting opening of 1953 Ministers Life Building Cornerstone Letter from Leo Zabezhinsky dated July 10, 2017 to CIDNA Letter from Leo Zabezhinsky and John Wessenger dated July 10, 2017 to 3100 MSP

8379634v4

July 7, 2017 Cedar-Isles-Dean Neighborhood Association Loop Calhoun Homeowner's Association Lake Point Homeowner's Association Dear All,

Thank you for working with us over the last 12 months concerning the 3100 West Lake Street project (Project). In an effort to clearly communicate our plans to entitle and construct the Project improvements, this letter outlines the procedures that 3100 MSP, LLC (3100 MSP) currently intends to use during design and construction. Attached to this letter are drawings illustrating our current construction staging and logistics intent as well as preliminary concepts for the proposed earth retention system for the building.

Background

The Project proposed by 3100 MSP includes a 200 unit, 8-story multifamily residential building with two levels of below grade parking and related site improvements.

Loop Calhoun Condominiums Association (Loop Calhoun) owns the property located at 3104 and 3116 West Lake Street, which is directly west of the 3100 MSP’s property. Constructed in 2006, the Loop Calhoun property includes 124 condominium units located in two 5-story buildings and five separate townhome structures.

Information recently provided to 3100 MSP by Loop Calhoun suggests that the exterior balconies of the Loop Calhoun buildings are situated on frost footings, not upon the structures’ poured concrete foundation system. The information provided also indicates that the original Loop Calhoun design anticipated some differential settlement over time. In addition, during construction of the Loop Calhoun project certain construction tiebacks were extended beyond the Loop Calhoun property line and placed on the 3100 West Lake Street property. Loop Calhoun’s engineering consultants have represented and confirmed for 3100 MSP that all of the Loop Calhoun construction tiebacks encroaching on the 3100 West Lake Street property have been de-tensioned, disconnected from the Loop Calhoun foundation system, and will not interfere with construction of the proposed Project.

In approximately 2015, several Loop Calhoun exterior balconies, patios, HVAC closets and interior finishes on the west side of the property were allegedly damaged during the construction of Trammell Crow’s immediately adjacent 6-story multi-family residential project at 3118 West Lake Street. Loop Calhoun has agreed to provide 3100 MSP with all history, claims, and reports of building settlement and other construction defects from substantial completion to the present, including non-confidential information generated in litigation arising out of the alleged Trammell Crow damage.

3100 MSP Proposed Design and Construction Procedures

3100 MSP believes it is in the best interest of all parties to provide for a safe construction site and minimize disruptions to adjacent properties during construction. In consideration of, and

8379634v4

3100 MSP LETTER 7/7/17

2

contingent upon, Lake Point’s, Loop Calhoun’s and CIDNA’s support of the Project – and further based on current information regarding the geotechnical testing completed to date, preliminary structural design, civil engineering input, City of Minneapolis review and approval, shoring system technology available, and cost modeling – the disruption mitigation methods 3100 MSP will endeavor to implement in accordance with accepted industry practices will include, but not be limited to, the following:

• 3100 MSP has and will continue to consult with their engineers and testing companies to explore earth retention systems that will minimize damage to neighbors. Current intent is to use a drilled pier earth retention system where possible vs a driven pile system. In addition the plan is to use a layback excavation approach where possible to minimize the need for earth retention. Options are currently being studied to locate the storm water retention in a way which will minimize excavation.

• 3100 MSP intends to get authorization from Lake Point and Loop Calhoun to conduct precondition surveys of certain adjacent properties to identify existing conditions prior to construction.

• 3100 MSP intends to contract with a qualified and licensed third party engineering company to perform vibration and crack monitoring services on certain adjacent structure in accordance with accepted industry practices.

• 3100 MSP intends to use the application of water to minimize the generation of airborne dust during demolition to the best of its ability and according to City requirements. If the dust is not noticeably reduced during demolition, additional water will be added to further reduce the dust generation.

• Prior to commencing foundation work (including its temporary earth retention system), 3100 MSP will request its engineers identify an acceptable range, duration and frequency for vibration tolerances and direct its contractors to establish a protocol for modification of work plans if such tolerances are exceeded.

• Should material damage occur to the either Lake Point or Loop Calhoun buildings during excavation and installation of the earth retention system, it is 3100 MSP’s intent to suspend the work suspected of causing the damage, assess the situation, consult with the affected building’s representatives, and take reasonable corrective action as determined by 3100 MSP in its sole discretion.

• 3100 MSP intends to have its contractors meet with the City of Minneapolis representatives to establish customary hours of operation for construction activities within a residential district.

• 3100 MSP intends to hold meetings during the design and construction of the Project with Lake Point, Loop Calhoun and CIDNA representatives to update neighbors on the status of construction. If construction plans, schedules or means and methods of construction change from the original intent, these items will be communicated at these meetings.

8379634v4

3100 MSP LETTER 7/7/17

3

• 3100 MSP intends to share with Lake Point and Loop Calhoun certain plans for select

portions of the construction as determined by 3100 MSP.

• 3100 MSP intends to instruct their contractor to do staging on site or off site so as to minimize closures of the north lane of Lake Street, which may include closures for emergency situations, right-of-way work required by the City of Minneapolis to improve the curb and gutter and other public facilities, utility improvements for the Project and mistakes that will be quickly corrected.

• 3100 MSP intends to use an electric tower crane where available for the majority of the structural frame construction.

• On or before the start of construction, 3100 MSP intends to obtain and maintain general

liability insurance and to cause its contractors to obtain and maintain general liability insurance, as well as workers’ compensation insurance and employer liability insurance.

Further, should any problems or disputes arise during the course of construction, 3100 MSP intends to utilize a proactive dispute resolution process that will include early face-to-face meetings with stakeholders to develop mutually acceptable resolutions and get issues resolved as quickly as reasonably possible. It is 3100 MSP’s understanding that no one is interested in long drawn out problem resolution, so all parties will work to be proactive in resolving issues which may come up. We believe the above listed procedures and intentions will provide the Lake Point HOA Board of Directors, Loop Calhoun HOA Board of Directors and the CIDNA Land Use Committee with confidence that 3100 MSP has performed, and will continue to perform, in a highly professional manner and in accordance with accepted industry practices. In return, 3100 MSP appreciates both Boards’ support of the Project’s design and its pending land use review application. We look forward to working with Lake Point, Loop Calhoun, CIDNA and the rest of our neighbors during the remaining stages of the Project’s design and construction. Sincerely, Dan Otis Manager 3100 MSP, LLC

XXX

XX'-X"

EL =T.O. XXXEL = XX'-X"

SECTION AND

ELEVATION REF

INTERIOR

ELEVATION REF

DETAIL REF

WALL TYPE

(SEE SHEET A10.1)

WINDOW TYPE

(SEE SHEET A11.2)

ELEVATION REF

SPOT ELEVATION REF

FLOOR FINISH

TRANSITION REF

X

X

X

AX.X

X

X

X

X

X

X

X X

X EXTERIOR ELEVATION

KEYNOTE REF

ROOM NAME

AND NUMBER

DOOR NUMBER

SECTION

KEYNOTE REF

REVISION NUMBER

FIRE EXTINGUISHER

CABINET

FIRE EXTINGUISHER -

WALL MOUNTED

ROOM

X

XXX

XX XX

Signature

Typed or Printed Name

License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T FO

R

CO

NS

TRU

CTIO

N

I hereby certify that this plan, specification, or

report was prepared by me or under my direct

supervision and that I am a duly licensed architect

under the laws of the State of Minnesota

3100 MSP, LLC

6/1

6/2

01

7 2

:47

:54

PM

T1.1TITLE SHEET

215536

ESG ESG

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

PROJECT TEAM

SYMBOLS LEGEND

PROJECT LOCATION SHEET INDEX

3100 WEST LAKE STREET APARTMENTS

Owner/Developer: 3100 MSP, LLCcontact: Jeff Dawson1350 Pine Street, Suite 1Boulder, CO 80302Ph: [email protected]

Architect: Elness Swenson Graham Architects Inc.contact: Gretchen Camp500 Washington Ave. South, Suite 1080Minneapolis, MN 55415Ph: [email protected]

Landscape: Damon Farber Landscape Architectscontact: Jesse Symynkywic401 2nd Ave North, Suite 410Minneapolis, MN 55401Ph: [email protected]

Contractor: T.B.D.

Civil: Kimley-Horncontact: Trisha Sieh2550 University Ave West, Suite 238NSaint Paul, MN 55114Ph: [email protected]

Mechanical, T.B.D.Electrical,Plumbing Engineers:

Structural Engineer: T.B.D.

MINNEAPOLIS, MN

3100 WEST LAKE STREET

Vicinity

Site Location

SHEETNUMBER SHEET NAME

GENERAL INFORMATION

T1.1 TITLE SHEET

CIVIL

C0.0 COVER SHEET

C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN

C2.0 PHASE I EROSION AND SEDIMENTATION CONTROL PLAN

C2.1 PHASE II EROSION AND SEDIMENTATION CONTROL PLAN

C3.0 SITE PLAN

C3.1 SITE CIRCULATION PLAN

C4.0 GRADING AND DRAINAGE PLAN

C4.1 STORMWATER MANAGEMENT PLAN

C5.0 UTILITY PLAN

C6.0 CIVIL DETAILS

C6.1 CIVIL DETAILS

C6.2 CIVIL DETAILS

C6.3 CIVIL DETAILS

LANDSCAPE

L1.1 OVERALL SITE PLAN

L1.2 OVERALL LANDSCAPE PLAN

L5.1 LANDSCAPE DETAILS

ARCHITECTURAL

A0.1 ARCHITECTURAL SITE PLAN

A0.2 CONTEXT INFORMATION

A0.3 3D MASSING - AERIAL VIEWS

A0.4 3D MASSING - AERIAL VIEWS

A0.5 PERSPECTIVE RENDERINGS

A0.6 CONTEXT VIEW AND HEIGHT COMPARISON

A0.7 SUN/SHADE STUDIES

A1.0 PARKING LEVEL PLANS

A1.1 FIRST & SECOND LEVEL PLAN

A1.2 FOURTH & EIGHTH LEVEL PLANS

A3.1 EXTERIOR ELEVATIONS

UNIT MIX & SQUARE FOOTAGES

No . D escrip tion D ate

#VIEWNUMBER

SHEETNUMBER

VIEWNUMBERDetailTitleSCALE

VIEWNUMBERSHEETNUMBER

PROPERTY LINEPROPERTY LINE

CALHOUN FLATS

LOOP CALHOUN CONDOMINIUMS

3026 W. LAKE STREET

LAKE POINT CONDOMINIUMS

LOOP CALHOUN CONDOMINIUMS


COUNTY ROAD 3 (WEST LAKE STREET)

TRANSFORMER

PARKING RAMP ENTRY

DROP OFF

CANOPY OUTLINE ABOVE

RAMP DN

MONUMENTSIGN

OUTDOOR TERRACE

INTERIOR COURTYARD

WALKUPS WITH ENTRY LANDSCAPE

ENTRY DRIVE

10'x25'LOADING ZONE

PLAN

NORTH

Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 8

:01

:54

AM

A0.1ARCHITECTURAL SITE PLAN

215536

ESG ESG

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

1" = 20'-0"A0.1

1 ARCHITECTURAL SITE PLAN

No. D escrip tion Date

Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 6

:54

:03

AM

A0.2CONTEXT INFORMATION

215536

ESG ESG

05/23/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

CONTEXT AERIAL

CONTEXT MAP

EXISTING CONDITION PHOTOS


Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 2

:43

:01

PM

A0.3

3D MASSING - AERIAL

VIEWS

215536

Author Checker

05/23/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

3D MASSING - AERIAL VIEW

3D MASSING- AERIAL VIEW


Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 2

:42

:01

PM

A0.4

3D MASSING - AERIAL

VIEWS

215536

Author Checker

05/23/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017


3D MASSING - AERIAL VIEW

3D MASSING- AERIAL VIEW

Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 3

:15

:01

PM

A0.5PERSPECTIVE RENDERINGS

215536

Author Checker

05/23/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

PERSPECTIVE RENDERING

PERSPECTIVE RENDERING


Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 7

:18

:32

AM

A0.6

CONTEXT VIEW AND HEIGHT

COMPARISON

215536

Author Checker

05/23/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

HEIGHT COMPARISON DIAGRAM

LAKE CALHOUN CONTEXT VIEW

105.5'90'

76'

223'

244'

55'

75'64'

76'76'

117'


Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 7

:19

:05

AM

A0.7SUN/SHADE STUDIES

215536

Author Checker

05/23/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

SUN/SHADE STUDY - MORNING

SUN/SHADE STUDY - AFTERNOON


37,375 SF

PARKING

RAMP UP

MECH

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PROPERTY LINE PROPERTY LINE

PR

OP

ER

TY

LIN

E

34' - 8" 157' - 2" 33' - 5"

PROPERTY LINE

PROPERTY LINE

11

9' -

2"

21

' -

10

"1

16

' - 0

"1

5' -

2"

24

0' -

6"

74

' -

0"

15

' -

2"

225' - 3"

52' - 0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

22' - 0" 36' - 0"

DRIVE AISLE

22' - 0"

8'-6"x18'-0" 8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

DR

IVE

AIS

LE

22

' - 0"

8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-0"x18'-0"

8'-0"x18'-0"8'-0"x15'-0"

8'-0"x15'-0"

DR

IVE

AIS

LE

22

' -

0"

R 2

2' -

0"

R 22' - 0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

DRIVE AISLE

22' - 0"

8'-0"x

18'-0"

8'-0"x

18'-0"

8'-6"x

15'-0"

8'-6"x

15'-0"

8'-6"x

15'-0"

8'-6"x

16'-0"

8'-6"x

16'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-0"x

18'-0"

8'-0"x

18'-0"

8'-0"x

18'-0"

8'-0"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x18'-0"

DRIVE AISLE

22' - 0"

36' - 0" DRIVE AISLE

22' - 0"

11

' -

0"

11

' -

0" 22

' -

0"

CURBCURB

139' - 5"

36' - 11"

25' - 8

"

8'-6"x18'-0"8'-6"x18'-0"

8' - 0" 4' - 7"

4' -

6"

4' - 0"

5' - 2"

ME

CH

DRIVE AISLE

22' - 0"

CURB

5' -

0"

BUILDING OUTLINE ABOVE

4' -

1"

BIK

E S

TO

RA

GE

(32)

9'-0"x

51'-6"

CH

AIN

LIN

K F

EN

CE

16

8°

R 22' - 0"

92 PARAKING STALLS

PROPERTY LINE

PROPERTY LINE


PROPERTY LINE

PROPERTY LINE

RAMP UP

CURB

RAMP DN

R 2

2' -

0"

8'-6"x

16'-0"

8'-6"x

16'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"8'-6"x18'-0" 8'-6"x18'-0"8'-6"x18'-0"

8'-0"x

18'-0"

8'-0"x

18'-0"

8'-6"x

15'-0"

8'-6"x

15'-0"

8'-6"x

15'-0"

ME

CH

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

CURB

MECH

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0" 8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-6"x18'-0"

8'-0"x18'-0"

8'-0"x18'-0"8'-0"x15'-0"

8'-0"x15'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-0"x

18'-0"

8'-0"x

18'-0"

8'-0"x

18'-0"

8'-0"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x

18'-0"

8'-6"x18'-0"

37,375 SF

PARKING

BUILDING OUTLINE ABOVE

R 22' - 0"

BIK

E S

TO

RA

GE

(32)

9'-0"x

51'-6"

CH

AIN

LIN

K F

EN

CE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

34' - 8" 157' - 2" 33' - 5"

11

9' -

2"

21

' -

10

"1

16

' - 0

"1

5' -

2"

24

0' -

6"

74

' -

0"

15

' -

2"

225' - 3"

52' - 0"

DR

IVE

AIS

LE

22

' - 0"

DR

IVE

AIS

LE

22

' -

0"

DRIVE AISLE

22' - 0"

DRIVE AISLE

22' - 0"

36' - 0" DRIVE AISLE

22' - 0"

11

' -

0"

11

' -

0" 22

' -

0"

139' - 5"

36' - 11"

25' - 8

"

8' - 0" 4' - 7"4' - 0"

5' - 2"DRIVE AISLE

22' - 0"

5' -

0"

4' -

1"

16

8°

22' - 0" 36' - 0"

DRIVE AISLE

22' - 0"

CURB

R 22' - 0"

90 PARAKING STALLS

PLAN

NORTH

Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 8

:08

:05

AM

A1.0PARKING LEVEL PLANS

215536

Author Checker

05/19/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

1/16" = 1'-0"A1.0

2 PARKING LEVEL 02 1/16" = 1'-0"A1.0

1 PARKING LEVEL 01


TR/REC

BENEATH G

RADE

Mail

Office

Conf

Lounge

5,966 SF

AMENITY

5,876 SF

PARKING

PatioFurnitureStorage

36' - 11"

25' - 8

"

1,131 SF

2 BR 633 SF

1 BR

776 SF

1 BR

776 SF

1 BR

605 SF

Alcove

746 SF

1 BR

1,179 SF

2 BR

743 SF

1 BR

743 SF

1 BR

564 SF

Alcove

1,092 SF

2 BR

483 SF

Studio

1,075 SF

2 BR

1,052 SF

2 BR

774 SF

1 BR

2,043 SF

Storage

Packages

28' - 10"

52' - 0"

75' - 0

"

15' - 2"

74' - 0"

212' - 0"

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E


PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

10'x25'LOADING ZONE

PARKING RAMP ENTRY

RAMP DN

9' -

6"

CURB

8'-6"x18'-0"

8'-0"x18'-0"

CURB

8'-0"x18'-0"

DROP OFF

BUILDING OUTLINE BELOW

CANOPY OUTLINE ABOVE

MONUMENTSIGN

OUTDOOR TERRACE

INTERIOR COURTYARD

WALKUPS WITH ENTRY LANDSCAPE

ENTRY DRIVE

DRIVING LANE

22' - 0"

22

' -

0"

11

' -

0"

11

' -

0"

15' - 0" 10' - 11" 22' - 0"

28' - 10"

34' - 8" 157' - 2" 33' - 5"

74' - 0"

183' - 0"

75' - 0

"

139' - 5"

15' - 2"

74' - 0"

212' - 0"

1,179 SF

2 BR

746 SF

1 BR

483 SF

Studio

1,092 SF

2 BR

564 SF

Alcove

1,073 SF

2 BR625 SF

Alcove

1,141 SF

2 BR

776 SF

1 BR

776 SF

1 BR

776 SF

1 BR

776 SF

1 BR

1,109 SF

2 BR

1,021 SF

1 BR DEN

633 SF

1 BR

774 SF

1 BR

1,052 SF

2 BR

605 SF

Alcove

743 SF

1 BR

743 SF

1 BR

779 SF

1 BR

1,064 SF

2 BR

1,132 SF

2 BR

743 SF

1 BR

537 SF

Studio

537 SF

Studio

743 SF

1 BR

741 SF

1 BR

1,131 SF

2 BR

1,064 SF

2 BR

Elec

36' - 11"

25' - 8

"

52' - 0"

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E


PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

PLAN

NORTH

Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 8

:09

:44

AM

A1.1

FIRST & SECOND LEVEL

PLAN

215536

ESG ESG

5/22/2017

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

1/16" = 1'-0"A1.1

1 LEVEL 1 1/16" = 1'-0"A1.1

2 LEVELS 2-3


ROOF OF LEVEL 3

Ele

c

1,065 SF

2 BR

743 SF

1 BR

537 SF

Studio

537 SF

Studio

743 SF

1 BR

743 SF

1 BR

1,064 SF

2 BR

1,132 SF

2 BR

779 SF

1 BR

1,141 SF

2 BR

776 SF

1 BR

776 SF

1 BR

776 SF

1 BR

605 SF

Alcove

746 SF

1 BR

1,179 SF

2 BR

743 SF

1 BR

743 SF

1 BR

564 SF

Studio

1,124 SF

2 BR

1,146 SF

2 BR

625 SF

Alcove

1,052 SF

2 BR

774 SF

1 BR

776 SF

1 BR

1,109 SF

2 BR

1,022 SF

1 BR DEN

633 SF

1 BR

1,131 SF

2 BR

34' - 8" 157' - 2" 33' - 5"

74

' -

0"

18

3'

- 0

"

36' - 11"

25

' - 8"

30

' -

2"

52' - 0" 6' - 0"

75

' - 0"

15

' -

2"

74

' -

0"

21

0'

- 8

"

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E


PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

225'-3 103/256"

POOL

3,111 SF

Fitness

AMENITY

TERRACE

1,910 SF

PENTHOUSE

1,807 SF

PENTHOUSE

1,765 SF

PENTHOUSE

1,808 SF

PENTHOUSE

1,765 SF

PENTHOUSE

1,022 SF

1 BR DEN

1,109 SF

2 BR

776 SF

1 BR

1,141 SF

2 BR

1,643 SF

Club Room

6,453 SF

Terrace

Ele

c

Pool

Mech

34' - 8" 157' - 2" 33' - 5"

74

' -

0"

18

3'

- 0

"

36' - 11"

25

' - 8"

30

' -

2"

75

' - 0"

21

0'

- 8

"7

4'

- 0

"1

5'

- 2

"

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E


PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

PLAN

NORTH

Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 8

:10

:50

AM

A1.2

FOURTH & EIGHTH LEVEL

PLANS

215536

Author Checker

05/19/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

1/16" = 1'-0"A1.2

1 LEVELS 4-7 1/16" = 1'-0"A1.2

2 LEVEL 8


LEVEL 1

0'-0"

LEVEL 2

12'-0"

LEVEL 3

22'-0"

LEVEL 4

32'-0"

LEVEL 5

42'-0"

LEVEL 6

52'-0"

LEVEL 7

62'-0"

LEVEL 8

76 '-0"

LEVEL 9

88 '-0"

T.O. BUILDING PARAPET = 89'-6"

T.O. PENTHOUSE PARAPET = 105'-6"

COMPOSITE SIDING(WOOD FINISH)

METAL PANELSTUCCO

STONE

PENTHOUSE BEYOND (METAL PANEL)

LEVEL 1

0'-0"

LEVEL 2

12'-0"

LEVEL 3

22'-0"

LEVEL 4

32'-0"

LEVEL 5

42'-0"

LEVEL 6

52'-0"

LEVEL 7

62'-0"

LEVEL 8

76 '-0"

LEVEL 9

88 '-0"



METAL PANEL STUCCO

STONE

LEVEL 1

0'-0"

LEVEL 2

12'-0"

LEVEL 3

22'-0"

LEVEL 4

32'-0"

LEVEL 5

42'-0"

LEVEL 6

52'-0"

LEVEL 7

62'-0"

LEVEL 8

76 '-0"

LEVEL 9

88 '-0"




STUCCO


METAL PANEL

LEVEL 1

0'-0"

LEVEL 2

12'-0"

LEVEL 3

22'-0"

LEVEL 4

32'-0"

LEVEL 5

42'-0"

LEVEL 6

52'-0"

LEVEL 7

62'-0"

LEVEL 8

76 '-0"

LEVEL 9

88 '-0"




METAL PANEL STUCCO


Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NO

T

FO

R

CO

NS

TR

UC

TIO

N





3100 MSP, LLC

6/1

6/2

01

7 2

:52

:44

PM

A3.1EXTERIOR ELEVATIONS

215536

ESG ESG

3100 W Lake St

3100 W Lake St

Minneapolis, MN

LAND USE

APPLCIATION

SUBMITTAL -

6/15/2017

1/16" = 1'-0"A3.1

1 EAST ELEVATION 1/16" = 1'-0"A3.1

2 SOUTH ELEVATION

1/16" = 1'-0"A3.1

3 NORTH ELEVATION 1/16" = 1'-0"A3.1

4 WEST ELEVATION



LOOP CALHOUNCONDOMINIUMS

3026 WESTLAKE STREET

LAKE POINTCONDOMINIUMS

LAKE CALHOUNFLATS APARTMENTS

WEST LAKE STREET

BIKE RACK,4 RACKS, 8 TOTAL SPACES

36" HEIGHT BOLLARD LIGHTFIXTURE

DR

OP

OFF

ENTRY DRIVE

EXISTING TRAFFIC LIGHT

EXISTING FIRE HYDRANT

EXISTING UTILITY BOX

6'-0" FENCE ANDCONTROLLEDENTRY GATE

RAINGARDEN WITH6" CURB SURROUND

PROPERTY LINE

2'-6" STONE PLANTER WALL

DOGRUN

5'-0" METALFENCE

36" HEIGHT BOLLARDLIGHT FIXTURE

SUNKENCOURTYARD

FIREPIT

OUTDOOR KITCHEN /DINING AREA

ACTIVITY LAWN

2'-6" STONE PLANTER WALL

ENTR

Y

ENTR

Y

23'-6"

15'-5"

15'-0"

19'-10"

30'-3"

17'-4"

6'-0"TYP.

24'-1"

41'-4"46'-9"

5'-0"

PLANTING BED,REFER TO PLANTING

PLAN

2'-6" STONEPLANTER WALL

EN

TRY

36" HEIGHT BOLLARDLIGHT FIXTURE

MONUMENT SIGN

EXISTING TIMBERRETAINING WALL,

TO REMAIN

EXISTING MASONRYRETAINING WALL,

TO REMAIN

BENCH SEATING

G T

6'-0"6'-9"

PROPERTY LINE

PR

OP

ER

TY L

INE

L1.1OVERALL SITE PLAN

215536

BD JS

1OVERALL SITE PLAN1:16

0 8 16 32

NORTH

SITE INFORMATION

TOTAL SITE AREA : 71,935 SFBUILDING FOOTPRINT: 30,013 SFHARDSCAPE AREA: 18,897 SFLANDSCAPE AREA: 23,025 SF

(54.9%)

Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NOT FOR

CONSTRUCTION





3100 MSP, LLC

5/24

/201

7 3:

16:4

5 PM

06/15/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN

No. Description Date

401 2nd Avenue North, Suite 410Minneapolis, MN 55401p 612.332.7522

LAND USEAPPLICATIONSUBMITTAL6/15/2017


LOOP CALHOUNCONDOMINIUMS

3026 WESTLAKE STREET

LAKE POINTCONDOMINIUMS

LAKE CALHOUNFLATS APARTMENTS

WEST LAKE STREETPROPERTY LINE

ARBORVITAESCREEN

WHITESPIREBIRCH

EXISTING TREES

EXISTING TREES

WHITE PINE

KENTUCKYCOFFEE TREE

LAWN

LAWN

DECIDUOUS SHRUBFOUNDATION PLANTING

CRABAPPLES AT WALK-UP UNITS

SERVICEBERRY

MAPLE TREES

PROPERTY LINE

PR

OP

ER

TY L

INE

FREEMAN MAPLES

RAINGARDEN PLANTINGS

LINDEN BOULEVARD TREES

LAWN

CRABAPPLES ATWALK-UP UNITS

ARBORVITAESCREEN

DECIDUOUS TREE QTY. 34 ACER X FREEMANII / FREEMAN MAPLE 3" CAL. GYMNOCLADUS DIOICA ÈSPRESSO` / KENTUCKY COFFEETREE 3" CAL. TILIA AMERICANA / AMERICAN LINDEN 3" CAL.

ORNAMENTAL TREE QTY. 34 AMELANCHIER X GRANDIFLORA / APPLE SERVICEBERRY 8` HEIGHT BETULA POPULIFOLIA `WHITESPIRE` / WHITESPIRE BIRCH 10` HEIGHT MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE 2.5" CAL.

CONIFEROUS TREE QTY. 10 PINUS CEMBRA ÀLGONQUIN PILLAR` / SWISS STONE ALGONQUIN PILLAR PINE 7` HEIGHT PINUS STROBUS / WHITE PINE 7` HEIGHT

CONIFEROUS SHRUB QTY. 34 TAXUS CUSPIDATA `CAPITATA` / CAPITATA JAPANESE YEW 8` HEIGHT TAXUS X MEDIA `TAUNTONII` / TAUTON YEW #5 CONT. THUJA OCCIDENTALIS `PYRAMIDALIS` / PYRAMIDALIS CEDAR 8` HEIGHT

DECIDUOUS SHRUB QTY. 375 BERBERIS THUNBERGII / JAPANESE GREENLEAF BARBERRY #2 CONT. DIERVILLA LONICERA / DWARF BUSH HONEYSUCKLE #5 CONT. PHYSOCARPUS OPULIFOLIUS `DART`S GOLD` / YELLOW NINEBARK #2 CONT. RIBES ALPINUM / ALPINE CURRANT #5 CONT. SORBARIA SORBIFOLIA `SEM` / SEM ASH LEAF SPIREA #5 CONT. SPIRAEA X BUMALDA ÀNTHONY WATERER` / ANTHONY WATERER SPIRAEA #5 CONT.

PERENNIALS / RAINGARDEN QTY. 455 ASCLEPIAS TUBEROSA / BUTTERFLY MILKWEED #1 CONT. CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS #3 CONT. ECHINACEA PURPUREA / PURPLE CONEFLOWER #1 CONT. HEMEROCALLIS X ÀPRICOT SPARKLES` / DAYLILY #1 CONT. LIATRIS PYCNOSTACHYA / GAYFEATHER #1 CONT. NEPETA X FAASSENII `WALKERS LOW` / WALKERS LOW CATMINT #1 CONT. PANICUM VIRGATUM / SWITCH GRASS #3 CONT. PEROVSKIA ATRIPLICIFOLIA `FILIGRAN` / RUSSIAN SAGE #1 CONT. SEDUM X ÀUTUMN FIRE` / AUTUMN FIRE SEDUM #1 CONT. SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED #1 CONT.

PLANT SCHEDULE

L1.2OVERALL LANDSCAPEPLAN

215536

BD JS

1PLANTING PLAN1:16

0 8 16 32

NORTH

Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NOT FOR

CONSTRUCTION





3100 MSP, LLC

5/24

/201

7 3:

16:4

5 PM

06/15/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN




L5.1LANDSCAPE DETAILS

215536

BD JS

COMPACTED SUBGRADE, SEE CIVILDRAWINGS

SCORE BALL IF ROOTBOUND

2" DEPTH MULCH AROUND TREE - HOLDMULCH AWAY FROM ROOT FLARE

LANDSCAPE SOILS - SEE 'PLANTINGSOILS' IN SPEC

ROOT FLARE SET 1" ABOVE FINISHEDGRADE

ROUGHEN SLOPE

4"18

"

EQ.

EDGE CONDITIONS VARY, REFER TOPLANS

NOTE:1. SEE SPECIFICATION SECTION

32-9300 "EXTERIOR PLANTS" FORMORE INFORMATION.

PERENNIAL PLANTING3/4" = 1'-0"

4L5.1

1LAND-PLANT-PRNL-01

NOTE:1. SEE SPECIFICATION SECTION

32-9300 "EXTERIOR PLANTS" FORMORE INFORMATION.

4"18

"

PLANT SPACING

EQ.

2" DEPTH MULCH AROUND TREE - HOLDMULCH AWAY FROM ROOT FLARE

LANDSCAPE SOILS - SEE 'PLANTINGSOILS' IN SPEC

ROOT FLARE SET 1" ABOVE FINISHEDGRADE

EDGE CONDITIONS VARY, REFER TOPLANS

COMPACTED SUBGRADE, SEE CIVILDRAWINGS

SCORE BALL IF ROOTBOUND

ROUGHEN SLOPE

SHRUB PLANTING3/4" = 1'-0"

4L5.1

LAND-PLANT-SHRUB-012

ROOT FLARE EVEN WITH FINISHGRADE +1"

MAINTAIN BURLAP, WIRE BASKET& ROPE IN PLACE

2" MULCH AROUND TREE -HOLD MULCH AWAY FROMTREE FLARE

TEMPORARY SOIL SAUCER FORWATERING - REMOVE PRIOR TOSURFACE FINISHING

COMPACTED DRAINAGECOURSE PEDESTAL

LANDSCAPE SOILS -SEE 'PLANTING SOILS' IN SPEC

AMENDED SUBGRADE

ROUGHEN SLOPE

PROTECT BRANCHES FROMDAMAGE

SINGLE DOMINANT LEADER

PLANT TREE TRUNK PLUMB

+/- 10'MIN. 700 FT³ SOIL PER TREE

INCL. ROOT BALL

TREE PLANTING IN SOFTSCAPE - FLAT1/2" = 1'-0"

3LAND-PLANT-TREE-04

EQ

.

CL CL

CL

CL

EQ.

NOTE:1. REFER TO PLANTING SCHEDULE FOR PLANT SPACING.2. SEE SPECIFICATION SECTION 32-9300 "EXTERIOR PLANTS" FOR MORE INFORMATION.

GRID SPACINGLAYOUT PLAN

EQ

.

CL CL

TRIANGULAR SPACINGLAYOUT PLAN

EQ.

12 PLANT SPACING UNLESS

OTHERWISE NOTED ONPLANTING SCHEDULE

12 PLANT SPACING UNLESS

OTHERWISE NOTED ONPLANTING SCHEDULE

ED

GE

OF

PLA

NT

BE

D

ED

GE

OF

PLA

NT

BE

D

PLANT SPACING3/4" = 1'-0"

4 LAND-PLANT-PRNL-02

Signature


License # Date

PROJECT NUMBER

DRAWN BY CHECKED BY

ORIGINAL ISSUE:

REVISIONS:

KEY PLAN

NOT FOR

CONSTRUCTION





3100 MSP, LLC

5/24

/201

7 3:

16:4

5 PM

06/15/17

3100 W Lake St

3100 W Lake St

Minneapolis, MN




Pedestrian Traffic

Construction Traffic

Dead Zone for Crane Swing

Road Side

Const. Side

Detail 1

1

Earth Retension

Site Fencing

Gate

Gate

Gate

S

S

8"Fire

6"Domestic

15" Storm

3 Lane Closure needed for 5 days (Phase 1)

2 Lane Closure needed for 3 days (Phase 2)

Existing Gas Line

10x60 Office

10x50 Eating

Temp Verizon Tower

Crane Tie-Back

Crane Tie-Back

Ramp A

Ramp B

Emergency Vehicle/Resident Circulation Lane

"For Discussion Purposes Only. Subject to Change"

Date: 6-21-17

3100 West Lake Street Site Logistics

CEDAR-ISLES-DEAN NEIGHBORHOOD ASSOCIATION JULY 12, 2017

Dan Otis Manager 3100 MSP, LLC Dear Dan, The residents of Cedar-Isles-Dean and the members of the neighborhood association board join with the Land Use & Development Committee in welcoming Brickstone Partners, 3100 MSP, and the 200+ new residents of your development to our neighborhood. 3100 West Lake Street is one of the oldest addresses in our neighborhood. In 1907 Charles E. and Rosamund Purdy built a beautiful 14-room manor house and surrounded it with extensively landscaped grounds. At 3100 West Lake they raised their four children (Stewart, Harold, Beatrice, and Charles Jr.), all of whom attended Calhoun School in Uptown and graduated from West High School. Mr. Purdy was a prominent Minneapolis attorney who served on the Board of Education for 13 years. Their children grown, Mr. and Mrs. Purdy moved from 3100 West Lake in 1929. In 1951 the Ministers Life Insurance Company donated the Purdy mansion to Hennepin County on condition that the County move the house off the site so that Ministers could build a new headquarters building. This the County did in April, 1952, moving it to the south side of Excelsior Blvd. On Tuesday, July 21, 1953, almost exactly 64 years ago, a ceremony was held to lay the cornerstone for the new building. Dignitaries placed a "box of historical articles" in the cornerstone, according to a newspaper account. (See attached.) Now that the third building in 110 years is about to be erected at 3100 West Lake, the Cedar-Isles-Dean neighborhood and board invite you to join with us in hosting a grand opening of the box inside the 1953 cornerstone. Our local newspaper, Hill & Lake Press, will give full coverage to the event, and we will invite the StarTribune and Southwest Journal to cover the event as well. Mostly, though, the grand opening of the cornerstone box will be for the residents of Cedar-Isles-Dean to welcome you to our fine neighborhood. Sincerely, Michael Wilson Member of CIDNA Board of Directors and Land Use Committee Two attachments (newspaper articles)

30

'-0"

39

'-11

1/2

"

5'-1

1 1

/4"

5'-1

1"

6'-0

3/4

"5

'-5 1

/4"

16

'-0"

8'-0

"1

1'-0

"8

'-0"

11

'-0"

6'-6 1/4"

34'-0"

10

'-9"

19

'-8"

9'-3

"

50

'-3 1

/2"

8'-0

"

6'-8

"

11

'-5"

8'-0

"

30

'-0"

8'-0

"1

6'-0

"

9'-4

"

40

'-0"

30

'-0"

37

'-10

"4

0'-6

1/2

"

5'-7

3/4

"6

'-9 3

/4"

10

'-11

"9

'-3 1

/2"

11

'-4"

8'-0

"

5'-3

3/4

"1

0'-3

3/4

"7

'-4 1

/2"

8'-0

"1

4'-4

"

9'-7

1/2

"

8'-0

"1

6'-8

"

72'-1"

36'-0" 16'-0"

8'-0"14'-6"

6'-7

1/2

"9

'-4"

31'-6"5'-0"31'-6"

4'-0"U

PU

PD

N

1ST

FL

OO

R

PROPERTYLINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PROPERTY

LINE

PROPOSED

BUILDING

FFE=879.00

P1=867.00

P2=855.00

EXISTING

BUILDING

EX

IST

ING

BU

ILD

ING

EX

IST

ING

BU

ILD

ING

EX

IST

ING

BU

ILD

ING

COUNTY ROAD 3 (W LAKE ST.)

RIM=875.3INV.=868.0

H.D.P.E.

H.D.P.E.

RIM=875.6INV.=873.0

12" H.

D.P.E.

RIM=880.2INV.=867.2

RIM=873.4INV.=????

18" H.D

.P.E.

P.V.C.

12" P.V.C.

RIM=877.4INV.=870.1 (W. &N.)

INV.=867.9 (SUMP)

RIM=875.4INV.=870.8(WEST)

INV.=872.0(NORTH)

18" H

.D.P.E.

24" H

.D.P.E.

12" H

.D.P.E.

12" H.D.P.E.

12" P.V.C.

RIM=873.1INV.=????

RIM=876.9INV.=871.1 (SOUTHWEST)INV.=870.9 (EAST)

RIM=876.0INV.=870.1

RIM=875.3INV.=870.7(N.E.)

INV.=871.9(N.W.)

RIM=878.3INV.=868.5 (N.)INV.=870.2 (S.)

RIM=873.1INV.=869.5 (N.E.)INV.=868.8 (E.)

24" H.D.P.E.

RIM=879.2INV.=875.6 (W.)INV.=????? (S.)

24" H.D.P.E.

RIM=876.4INV.=873.9 (S.W.)INV.=873.8 (N.)

12" P.V.C.

RIM=872.9INV.=868.5

RIM=873.6INV.=????

RIM=871.6INV.=????

H.D.P.E.

RIM=871.6INV.=????

RIM=876.4INV.=871.4

RIM=873.8INV.=????

24"

C.P.

CONC

RETE

POND

874

882

874

881

873

87387

3

874

876

881

876

877

877

882

874

879

872

878

884

883

877

879

892

892

891

891

891

886

876

887

887

888

889

878

876

881

879

882

879

879

875

880

875875

885

880

890

890

885

890

875

PROPERTYLINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PROPERTY

LINE

EXISTING

BUILDING

EX

IST

ING

BU

ILD

ING

EX

IST

ING

BU

ILD

ING

875

87

5

87

5

88

087

58

80

875

872

873

874

876

877

878

878

889888887

888

886

883

881

87

9

87

8

87

8

87

787

7

87

78

76

87

6

87

7

87

8

87

4

874

874

874

873

87

987

8

876

878

877

S

51884.63CP5/8 REBAR

52892.73CP5/8 REBAR

54889.33CPSPIKE

60876.60CP5/8 REBAR

61880.59CP5/8 REBAR

SET

200873.79SETN

2003876.25BMTNH2005

874.20FDPKPK NAIL

2006882.44FDM0.5" REBARLS 14889DEPTH 0COMMENT

2007889.11FDM0.5" IRON PIPELS -DEPTH 0COMMENT

24"

20018873.57MH

24"

MC20026871.37MC

20027871.49SB

20038872.28SI

H

20057873.42HHOWNER -

20061873.82SEM

18"

20076875.02LT

20089872.92CB

H

20101873.63HHOWNER -

20106874.05TFB

H

20112873.56HHOWNER -

20122873.42CB

18"

E20136873.91MHEOWNER NSP

20138874.18EBOWNER

20139874.10TFB

H

20140873.73HHOWNER -

C

20147874.64CBOXOWNER -

C

20148874.60CBOXOWNER -

C20149874.01CBOXOWNER -

C20150874.87CBOXOWNER -

20158873.12CB

S20159873.78MHSAN

22"

12"18"24"

14"

20173873.13CB

4"

4"

4"

6"

20192874.97LT

E20195874.70EOP

20200874.82SIL

E

20201874.84SIL

20202874.97SIL

20215871.59MHS

20509881.81EOP

20394876.40CBR

20287873.95

6"

W

S

20274872.169UGD1

20420877.92SI

20295873.67UGW2

W20235873.24MHW

20366875.17SI

4"

20314880.70CB

20204875.12SIL

12"

20203874.96SIL

20212875.90LT

20417878.59SI

20289873.96UGW

20230872.55SI

W20286873.78MHW

20236873.15MH

6"

20290873.38UGW

4"

20285873.35GSV

20293873.92UGW1

20335875.66CB

4"

20294873.81UGW2

4"

20296873.66UGW1

20425880.21MH

20347876.38LT

20341875.84SI

20369875.58SI

20320880.56CB

20334876.20SI

4"

20550878.12SI

4"

20497876.48CBR

20358876.04CBR

20"

20426880.62SI

6"

6"10"

4"

20427880.43LT

20387876.22SI

20432877.76SI

6"

20442883.20AS

20429878.09LT

20678878.31STB

20461879.32LT

12"12"

12"

20430877.85SI

20457877.79SI

C20792880.28CBOXOWNER CEN LINK

20544880.40STB

20464876.91SI

20516877.90SI

20443882.74GSM

20456879.89LT

E20508882.09EOP

C20794880.45CBOXOWNER QWEST

20898879.80HYD

20458877.17SI

20465876.88LT

20545880.45STB

14"

12"

20708880.46SIL2

20698880.36HR

12"

20700885.33STT# STAIRS 8

6"

20553877.52SIL1

20699885.37HR

20554877.44SIL1

20701885.37STT# STAIRS 8

20709878.52SIL2

20679878.32STB

24"

20775879.09SI

14"

C20793880.32CBOXOWNER CEN LINK

D

20902879.22DR

20795880.50SI

20921879.80BOL

14"

21049884.93EBOWNER

2"

20804880.63EBOWNER EXCEL

20862878.48BOR

14"

21007875.03LT

20897879.70GV

21019874.06LT

D

20903879.28DR

21008874.72LT

21020873.74LT

21014873.53LT

12"

21050884.73EM

21011874.56LT

C

21043883.76CBOXOWNER

18"

H21056883.62HHOWNER SYNERTECH

4"

C

21051886.12CBOXOWNER ZAYO

6"

12"

6"

AC21101888.02AC

12"

18"

20"

18"

8"

6"

10"

6"

24"

8"

18"

16"

18"

32"

8"6"

16"

CB

14"

18"

14"

20"

6"

MC21343880.21MC

2011884.61CKTYPE TOTAL STATION

21438882.46CKTYPE TOTAL STATION

20377875.36CB

ST20463877.37MH

ST20428878.72MH

ST20515878.32MHST

S20234873.64MHSAN

ST20896879.19MHST

S20361875.29MHSAN

ST

20346876.95

MH

S20388876.36MHSAN

1MP1.4

1A3.1

2A3.1

3A3.1

4A3.1

17.5% ramp

7' - 1" 6' - 3"

4' - 8"

SECTION 'C'

SECTION 'D'

SECTION 'B'

SECTION 'A'

15' - 2"

34' - 8"

52' - 0"

10' - 6" 7' - 8" 3' - 0" 9' - 0"

SECTION 'F'

SECTION 'G'

33' - 5"

8' - 10"

25' - 0"

33' - 6" SECTION 'H'

8' - 8"

4' - 2

"

5' - 1

"

19' - 8"

1' - 0

"1' - 0

"1' - 0

"

8' - 0

"

SECTION 'J'

SECTION 'K'

5' - 0

"

5' - 0

"

26' - 4"

8' - 0

"

7' - 2"3' - 4"

25' - 0" 3' - 3"

36' - 11"

25' - 8

"

28' - 10"

SECTION 'E'

EQUIPMENT ACCESSAND STAGING

3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION

ALTERNATE BASEMENTWALL LOCATION ATEAST ELEVATION

BASEMENT WALLLOCATION BELOWOUTDOOR TERRACE

FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE

LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

BP-P279' - 0"

LOOP LEVEL 01; 101'-0"

LOOP LEVEL P1; 93'-1"


WEST PROPERTY LINE

RETAINING WALL

43' - 7"13' - 4"

13' - 4"

STOOP STRUC

6' - 3"7' - 1"

881.00

880.00

868.00

859.00

871.08

861.17

9' - 11"

9' - 11"

SECTION 'A'

52' - 0"

FINAL PROPOSED GRADE

EXISTING GRADE

STORMWATER MANAGEMENT PIPING

11.5

5'-0"

NOTES:- ASSUMES NO STAGING AREA REQUIRED AT THIS SECTION- TEMPORARY EXCAVATION MAY NEED TO EXCEED 1.5:1 FOR OPEN CUT- TENCH BOX MAY BE REQUIRED FOR PIPING INSTALLATION

OPTION A - NOSTAGING AREA

LOOP CALHOUNCONDOS

3100 WEST LAKE ST



LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

BP-P279' - 0"




WEST PROPERTY LINE

RETAINING WALL

43' - 7"13' - 4"

13' - 4"

STOOP STRUC

6' - 3"7' - 1"

881.00

880.00

868.00

859.00

871.08

861.17

9' - 11"

9' - 11"

SECTION 'A'

52' - 0"


EXISTING GRADE


5'-0"

POSSIBLE STAGING AREATHROUGHOUT CONSTRUCTION

18'-4

"

38'-4"

NOTES:- ASSUMES STAGING AREA AT THIS SECTION (REFER TO PLAN)- TENCH BOX MAY BE REQUIRED FOR PIPING INSTALLATION

TEMPORARY EARTHRETENTION

OPTION B - STAGING AREA

40'-0"

TIEBACK

LOOP CALHOUNCONDOS

3100 WEST LAKE ST



LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

5A6A

BP-P279' - 0"

WEST PROPERTY LINE

9' - 11"

9' - 11"

RETAINING WALL

6' - 3"7' - 1"

880.00

868.00

859.00

STOOP STRUC

34' - 8"13' - 4"

SECTION 'B'




881.00

871.08

861.17

EXISTING GRADE

FINAL PROPOSED GRADE5'-0"

5'-0"


29'-8"

17'-7

"NOTES:

LOOP CALHOUNCONDOS

3100 WEST LAKE ST


11.5

30'-0

"

30'-0

"

TIEBACKTYP FOR DISCUSSION PURPOSES ONLY.

SUBJECT TO CHANGE

LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

LEVEL 4132' - 0"

BP-P188' - 0"

5A6A

BP-P279' - 0"

9' - 0"

12' - 0"

12' - 0"

10' - 0"

10' - 0"

54' - 0" 34' - 8"




11' - 1"

9' - 11"

WEST PROPERTY LINE

BLOCK RETAINING WALL

886.00

880.00

868.00

859.00

874.92

865.00

SECTION 'C'

EXISTING GRADE


5'-0"


29'-8"

19'-7

"

NOTES:

LOOP CALHOUNCONDOS

3100 WEST LAKE ST


5'-0"

11.5

30'-0

"

30'-0

"

TIEBACKTYP


LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

A B

BP-P279' - 0"

20' - 0" 15' - 8"

CALHOUN FLATS LEVEL 01; 110'-3 1/2"

CALHOUN FLATS LEVEL P1; 100'-3 1/2"


890.30

880.30

870.30

880.00

12' - 0"

12' - 0"

9' - 0"

868.00

859.00

892.00

NORTH PROPERTY LINE

SECTION 'D'

EXISTING GRADE


12

5'-0"

5'-0"


10'-10"21

'-2"

NOTES:- ASSUMES EXCAVATION ACROSS PROPERTY LINE

OPTION A - CUTSTARTS 5'-0" OFF

EXISTING BUILDING

LAKE CALHOUNFLATS

3100 WEST LAKE ST

45'-0"

45'-0"

TIEBACK



LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

A B

BP-P279' - 0"

20' - 0" 15' - 8"

CALHOUN FLATS LEVEL 01; 110'-3 1/2"



890.30

880.30

870.30

880.00

12' - 0"

12' - 0"

9' - 0"

868.00

859.00

892.00

NORTH PROPERTY LINE

SECTION 'D'

EXISTING GRADE


12

5'-0"


10'-10"28

'-4"

NOTES:- ASSUMES NO EXCAVATION ACROSS PROPERTY LINE

OPTION B - CUTSTARTS AT PROPERTY

LINE

LAKE CALHOUNFLATS

3100 WEST LAKE ST

PRELIMINARY RETENTION NOTES FROM BRAUN:- OPTION 1: HP14x89 AT 8'-0" OC (35' PILE), 45' TIEBACK AT 8'-0" OC (2 ROWS)- OPTION 2: HP14x89 AT 4'-0" OC (35' PILE), 30' TIEBACK AT 4'-0" OC (2 ROWS) 35' TIEBACK AT 4'-0" OC (1 ROW)

45'-0"

45'-0"

35'-0"

30'-0"

30'-0"

TIEBACK



LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

E11E12

3' - 0"7' - 8"7' - 2"3' - 4"

PROPERTY LINE

33' - 5"

SECTION 'F'

STORM SANITARY WATER

EXISTING GRADE


verify depth 880.00

868.00

859.00

12

5'-0"

18'-4

"

28'-9"

NOTES:- STORM LINE WILL NEED TO BE RELOCATED DURING CONSTRUCTION


3100 WEST LAKE ST

DRIVE AISLE

31-0"

TIEBACK

PRELIMINARY RETENTION NOTES FROM BRAUN:- OPTION 1: W24X84 AT 4'-0" OC (45' PILE), CANTILEVER, ∆ = 1.5" AT TOP- OPTION 2: HP14x73 AT 8'-0" OC (30' PILE), 40' TIEBACK AT 8'-0" OC



'

LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

PROPERTY LINE

EXISTING 3026 LAKE STREET BUILDING

POSSIBLE EXTERIOR

WALL LOCATION

BASEMENT ELEVATION

UNKNOWN

33' - 5"

VARIES

SECTION 'G'


EXISTING GRADE


880.00

868.00

859.00

verify depth

12

5'-0"

7'-4

"

47'-11"

NOTES:- IT MAY BE MORE COST EFFECTIVE TO CONTINUE TEMPORARY EARTHRETENTION ALONG STRAIGHT LINE ON EAST SIDE OF SITE- POSSIBLE EXTERIOR WALL LOCATION SHOWN WOULD REQUIREALTERNATE RETENTION PLAN


PRELIMINARY RETENTION NOTES FROM BRAUN:- CANTILEVER WALL

3100 WEST LAKE ST

DRIVE AISLE



LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

PROPERTY LINE

SECTION 'H'


880.00

868.00

859.00

VARIES (36'11" @ CLOSEST POINT)

FUTURE GRAVITY BLOCK RETAINING WALL

EXISTING GRADE


verify depth

12

5'-0"

16'-8

"

34'-7"

NOTES:- IT MAY BE MORE COST EFFECTIVE TO CONTINUE TEMPORARY EARTHRETENTION ALONG STRAIGHT LINE ON EAST SIDE OF SITE- STORM LINE WILL NEED TO BE RELOCATED DURING CONSTRUCTION


3100 WEST LAKE ST DRIVE AISLE

PRELIMINARY RETENTION NOTES FROM BRAUN:- HP14x89 AT 6'-0" OC (30' PILE), CANTILEVER, ∆ = 1.2" AT TOP



LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

E19

SECTION 'J'

PROPERTY LINE

LAKE STREET

VARIES (25'-8" @ CLOSEST POINT)

EXISTING GRADE


RAIN GARDEN880.00

868.00

859.00

5'-0"

16'-8

"

26'-5"

EQUIPMENT ACCESSTHROUGHOUT CONSTRUCTION

NOTES:- TEMPORARY EARTH RETENTION WILL NEED TO BE DESIGNED FORSIGNIFICANT CONSTRUCTION LOADS - SEE PLAN FOR EQUIPMENTACCESS


PRELIMINARY RETENTION NOTES FROM BRAUN:- 40' TIEBACKS AT 8'-0" OC- 25' TIEBACKS AT 4'-0" OC

3100 WEST LAKE ST

40'-0"25'-0"



LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

E19

PROPERTY LINE

LAKE STREET

SECTION 'K'

VARIES (28'-10" @ CLOSEST POINT)


EXISTING GRADE


RAIN GARDEN880.00

868.00

859.00

5'-0"

18'-2

"

29'-8"

EQUIPMENT ACCESSTHROUGHOUT CONSTRUCTION

NOTES:- TEMPORARY EARTH RETENTION WILL NEED TO BE DESIGNED FORSIGNIFICANT CONSTRUCTION LOADS - SEE PLAN FOR EQUIPMENTACCESS

3100 WEST LAKE ST

40'-0"

PRELIMINARY RETENTION NOTES FROM BRAUN:- OPTION 1: W24X84 AT 4'-0" OC (45' PILE), CANTILEVER, ∆ = 1.5" AT TOP- OPTION 2: HP14x73 AT 8'-0" OC (30' PILE), 40' TIEBACK AT 8'-0" OC



CEDAR-ISLES-DEAN NEIGHBORHOOD ASSOCIATION JULY 12, 2017

Dan Otis Manager 3100 MSP, LLC Dear Dan, The residents of Cedar-Isles-Dean and the members of the neighborhood association board join with the Land Use & Development Committee in welcoming Brickstone Partners, 3100 MSP, and the 200+ new residents of your development to our neighborhood. 3100 West Lake Street is one of the oldest addresses in our neighborhood. In 1907 Charles E. and Rosamund Purdy built a beautiful 14-room manor house and surrounded it with extensively landscaped grounds. At 3100 West Lake they raised their four children (Stewart, Harold, Beatrice, and Charles Jr.), all of whom attended Calhoun School in Uptown and graduated from West High School. Mr. Purdy was a prominent Minneapolis attorney who served on the Board of Education for 13 years. Their children grown, Mr. and Mrs. Purdy moved from 3100 West Lake in 1929. In 1951 the Ministers Life Insurance Company donated the Purdy mansion to Hennepin County on condition that the County move the house off the site so that Ministers could build a new headquarters building. This the County did in April, 1952, moving it to the south side of Excelsior Blvd. On Tuesday, July 21, 1953, almost exactly 64 years ago, a ceremony was held to lay the cornerstone for the new building. Dignitaries placed a "box of historical articles" in the cornerstone, according to a newspaper account. (See attached.) Now that the third building in 110 years is about to be erected at 3100 West Lake, the Cedar-Isles-Dean neighborhood and board invite you to join with us in hosting a grand opening of the box inside the 1953 cornerstone. Our local newspaper, Hill & Lake Press, will give full coverage to the event, and we will invite the StarTribune and Southwest Journal to cover the event as well. Mostly, though, the grand opening of the cornerstone box will be for the residents of Cedar-Isles-Dean to welcome you to our fine neighborhood. Sincerely, Michael Wilson Member of CIDNA Board of Directors and Land Use Committee Two attachments (newspaper articles)

Leo Zabezhinsky

3116 W. Lake Street, Unit 327 Minneapolis, MN 55416

Leo Zabezhinsky 3116 W. Lake Street, Unit 327 Minneapolis, Minnesota 55416

e-mail—[email protected]

July 10, 2017

Cedar-Isles-Dean Neighborhood Association (CIDNA) C/o Bob Corrick, Chair Land Use & Development Committee Re: Statement of Opinion re: Opposition to Brickstone Project, 3100 W. Lake Street

Dear Bob, Thank you for your leadership and advocacy on behalf of the neighborhood and Loop Calhoun Condominiums Association (“Loop HOA”) over the past year on the Brickstone(“3100 MSP”) Project. We believe that we have made considerable progress with Brickstone on the design, construction related issues, and addressing neighborhood concerns throughout this process. However, as a CIDNA Land Use Committee member, I am still unable to support the project or recommend for the Loop Calhoun HOA Board to do the same for several important reasons. In the aftermath of the damage from the Trammel Crow construction damage and on-going litigation, we have insisted that Brickstone provide our building with reasonable protections via an agreement from the very beginning. We have been working with Brickstone on several drafts on this document, but to date, we do not have a formal agreement in place to protect our building and residents from potential construction damage. While the Letter of Intent (LOI) dated July 7, 2010 does attempt to address many of the issues related to traffic, excavation and construction means – all of the commitments and statements are qualified and non-binding – preserving Brickstone’s right to change the construction plans and methods at any time for any number of reasons. In seeking the support of CIDNA and the neighborhood, Brickstone should be agreeing to address all the concerns of the neighborhood in good faith, but instead the LOI seeks to tie their obligations “in consideration of, and contingent upon Lake Point’s, Loop Calhoun’s, and CIDNA’s support of the Project…” If we support the project, CIDNA and the HOA’s would not have any recourse without binding commitments or an agreement if Brickstone changes course after the project has received entitlements from the City of Minneapolis. Furthermore, the LOI misrepresents statements from our engineers about potential construction tiebacks on the 3100 MSP site and makes false claims about our position on these issues.

Leo Zabezhinsky

3116 W. Lake Street, Unit 327 Minneapolis, MN 55416

Brickstone has denied our request to remove any reference to these claims in the LOI, therefore our attorneys are providing a formal response which will be included as supporting documentation for CIDNA. Loop would reconsider its opposition to the Project if Brickstone was willing to provide the Loop with a construction agreement to address potential construction damage, excavation methods, vibration monitoring, pre-condition surveys, and costs related to the development of its project. Thank you again for your time and considerable efforts on behalf of the Loop HOA and CIDNA community. Sincerely, ______________________ Leo Zabezhinsky CIDNA Land Use & Development Committee Member Loop Calhoun Condominiums Association Board of Directors Cc: CIDNA Land Use & Development Committee Loop Calhoun Condominiums Association Board of Directors

July 10, 2017

3100 MSP, LLC c/o Dan Otis, Manager Re: Proposed 3100 W. Lake Street Project Dear Mr. Otis: I write on behalf of Loop Calhoun Homeowner’s Association (“Loop Calhoun”) in response to your letter of July 7, 2017 to it, Cedar-Isles-Dean Neighborhood Association, and Lake Point Homeowner’s Association, which outlines the current intentions of 3100 MSP, LLC (“3100 MSP”) for the construction of its proposed project at 3100 W. Lake Street (the “Project”). First, I want to correct a misstatement in the letter. You state that “Loop Calhoun’s engineering consultants have represented and confirmed for 3100 MSP that all of the Loop Calhoun construction tiebacks encroaching on the 3100 West Lake Street property have been detensioned, disconnected from the Loop Calhoun foundation system, and will not interfere with construction of the proposed Project.” This is inaccurate. What was represented by Curt Isernhagen of Encompass Engineering was that we have received a report from a defendant in the litigation that these construction tiebacks have been detensioned and disconnected from the Loop Calhoun foundation system. Loop Calhoun has not made an independent investigation of whether these tiebacks will now interfere with the construction of the Project, and makes no representation that they “will not interfere with construction of the proposed Project.” You will have to make your own investigation and reach your own conclusions upon whether these tiebacks will interfere in any way with the construction of the Project. Further, as previously stated, Loop Calhoun Homeowner’s Association disavows any responsibility for these tiebacks, apparently left in place by Mathwig Development’s contractor and subcontractor in the construction of Loop Calhoun Association. Second, Loop Calhoun has been very responsive in providing a great deal of information and documentation concerning the construction of its building, including plans, expert reports, and in-person access to its expert, Encompass Engineering. It does not agree to make a blanket commitment to supply 3100 MSP with “all history, claims, and report of building settlement and other construction defects from substantial completion to the present, including non-confidential information generated in litigation arising out of the alleged Trammell Crow damage.” Loop Calhoun believes it has already supplied all relevant information to 3100 MSP for the building of its Project. If 3100 MSP has specific, reasonably tailored requests for additional information or documents, please supply them to us, and we will respond whether we will supply that information, upon your agreement to pay for the cost of assembling and producing that information and documents.

Dan Otis 3100 MSP July 10, 2017 Page 2 Finally, we regret that your response to our proposed Construction Agreement is a letter of intent that mentions the important considerations to which commitment was requested in the Construction Agreement, but makes no binding commitment to any of them. After reviewing your letter of intent dated June 30, 2017, Loop Calhoun had determined that it could not jeopardize the integrity of its building by supporting the Project, because 3100 MSP refused to formally commit to any of the requests made in our meetings and the Construction Agreement. Your July 7, 2017 letter of intent does not improve upon that situation. Thus, Loop Calhoun remains in opposition to your proposed Project, because of its potential to endanger the integrity of its buildings at 3104 and 3116 W. Lake Street. Sincerely yours, Loop Calhoun Homeowners Association John Wessinger, President Leo Zabezhinsky, Secretary Cc: CIDNA Land Use & Development Committee CIDNA Board of Directors Loop Calhoun HOA Board

cedar-isles-dean neighborhood association (cidna ... · 12/07/2017 · • visible demolition work...

Documents