OFFICIAL NOTICE and AGENDA Notice Is Hereby Given That a Public Meeting Will Be Held on the Date, Time and Location Shown Below

OFFICIAL NOTICE AND AGENDA Notice is hereby given that a public meeting will be held on the date, time and location shown below. Upon attaining a quorum of members, all items listed on the agenda shown below may be considered (acted upon).

Regular / Special Meeting: PLAN COMMISSION Date & Time: Monday, February 13, 2017 @ 6:30 pm Location: City Hall, 2000 N. Calhoun Road Council Chambers Members/Chair: Mayor Steven Ponto Aldermen: Gary Mahkorn, Mark Nelson, Rick Owen Commissioners: Paul Wartman, Kevin Wahlgren, Tom Rave Quorum Requirement: 4 of 7 members physically present Meeting adjourns at 9:30 p.m. An item started prior to 9:30 p.m. will be concluded. No additional items will be considered unless granted by Commission

Roll Call

Announcements ▪ The next regularly scheduled meeting is March 13, 2017

Minutes 1. January 9, 2017 Plan Commission meeting minutes

2. January 19, 2017 Plan Review Board actions and recommendations of meeting minutes

Public Hearing Request of All Bout Children, 17700 West Capitol Drive, Brookfield, WI 53045 – Heather Butkiewicz, Administrator c/o Plunkett Raysich Architects, 209 South Water Street, Milwaukee, WI 53204 – Michele Raysich, Architect for approval of a conditional use allowing expansion of enrollment to 77 children, play area expansion of 3,700 square feet and occupancy of an additional building at Stonewood Village.

Continuing Business 3. Request of All Bout Children, 17700 West Capitol Drive, Brookfield, WI 53045 – Heather Butkiewicz, Administrator c/o Plunkett Raysich Architects, 209 South Water Street, Milwaukee, WI 53204 – Michele Raysich, Architect for approval of a conditional use and minor plan and method of operation allowing expansion of enrollment to 77 children, play area expansion of 3,700 square feet and occupancy of an additional building at Stonewood Village. (SE ¼ of Sec. 4) – MT **Requires Common Council Approval**

4. Request of Deer Creek LLC, c/o Tom O’Merea, Irgens, 648 N. Plankinton Avenue, Milwaukee, WI for approval of a Certified Survey Map (C.S.M.) dividing the “flex site” of The Corridor, or the parcel located at Discovery Drive and Golf Parkway into two lots. The C.S.M. replaces a previously approved C.S.M. The request also includes approval of the second amendment to the Master Development Agreement for The Corridor relative to the construction of utilities for the

Any person who has a qualifying disability as defined by the Americans with Disability Act that requires the meetings or materials be in an accessible location or format, contact the City Clerk at (262) 782-9650 or 2000 North Calhoun Road, for accommodations. Requests for accommodations for meetings should be made at least 3 business days in advance of the meeting. Every effort will be made to arrange accommodations for all meetings.

Note: It is possible that members of and possibly a quorum of members of other governmental bodies of the municipality may be in attendance at the above stated meeting to gather information; no action will be taken by any governmental body at the above stated meeting other than the governmental body specifically referred to in this notice.

Plan Commission February 13, 2017 Page 1 of 2

“flex site”. The Corridor is a mixed use development located north of Interstate 94, south of Bluemound Road, west of Calhoun Road. (NE¼ of Sec. 33) - DE **Requires Common Council Approval**

5. Request of CBL and Associates Properties c/o Corbett Drew, 2030 Hamilton Place Blvd. Chattanooga, TN for approval of an amendment to the Phase VI and VII Development Agreement for a portion of the Brookfield Square Mall located at 115 S. Moorland Road or the Bon Ton/Boston Store Department Store parcel and the JCP Department Store parcel.( SE ¼ of Sec 27) - DE **Requires Common Council Approval**

New Business 6. Request of Milwaukee Tool Corporation c/o Matt Mano,Stephen Perry Smith Architects, Inc. 215 N. Water Street, Milwaukee, WI , as Agent, for approval of a revised plan and method of operation permitting construction of approximately 30,000 sq. ft. in building additions and the refacing of three buildidngs located at 13135 W. Lisbon Road and 12905 W. Lisbon Road. (SE ¼ of Sec. 1) - DE **Requires Common Council Approval**

7. Request of Wimmer Communities, Brookfield Hills Golf Course Inc. and 460 Calhoun, LLC c/o WB Hotels LLC, 5300 S. 108th Street, Hales Corners, WI, 53130 Nicholas Wimmer, Director of Development for approval to schedule a public hearing for the purpose of permitting a floodplain amendment conditional use and revised flood storage zoning boundaries at 111 – 1424 Pinehurst Court, 16075 Pinehurst Drive and 460 South Calhoun Road in association with construction of a 99 room hotel and 4 apartment buildings providing a total of 192 dwelling units known as Residence Inn and The Lynx respectively. (NW ¼ - SW ¼ - SE ¼ of Sec. 34) – MT **Requires Common Council Approval**

8. Request of CenterPoint Integrated Solutions, LLC, 355 Union Blvd Suite 301, Lakewood, CO 80228 – Amanda Steinle, Development Manager for approval of a revised plan and method of operation permitting site and facade alterations at 16300-16300A W Bluemound Road. (NW ¼ of the SE ¼ of SEC 27) - RV **Requires Common Council Approval**

9. Request of DXD LLC, 12705 Robin Lane, Brookfield, WI 53005 – David Anderson and Dan Naumann, Representatives for approval of a revised plan and method of operation permitting a 9,654 sq. ft. building addition with pavement expansion at said address. (SE ¼ of SEC 12) - MT **Requires Common Council Approval**

Policy Items

10. Request to schedule a public hearing for an amendment to Secton 17.100 of the City Zoning Code related to development impact fees and their applicability to parking decks.-DE**Requires Common Council Approval**

Adjournment

Daniel F. Ertl Director of Community Development Posted: February 10, 2017 @ 2:00 pm

Plan Commission February 13, 2017 Page 2 of 2

OFFICIAL RECORD OF A REGULARLY SCHEDULED MEETING OF THE PLAN COMMISSION HELD ON JANUARY 9, 2017, AT 6:00 PM IN THE COUNCIL CHAMBERS OF CITY HALL, 2000 NORTH CALHOUN ROAD, BROOKFIELD, WISCONSIN Video recordings of Plan Commission meetings are available on the city website at https://cityofbrookfield.viebit.com

MAYOR STEVEN PONTO PRESIDING

OTHER MEMBERS PRESENT: Alderman Gary Mahkorn, Alderman Mark Nelson, Alderman Rick Owen, Commissioner Tom Rave, Commissioner Kevin Wahlgren, Commissioner Paul Wartman

MEMBERS ABSENT AND EXCUSED: N/A

OTHERS PRESENT: Director of Community Development Dan Ertl, Planning Administrator Mike Theis, Fire Chief Charlie Myers, City Engineer Jeff Chase, Neighborhood Planner Richard VanDerWal, Alderman Chris Blackburn, Alderman Scott Berg (arrived about 6:40 PM)

Mayor Ponto noted a quorum present and called the Plan Commission to order at 6:04 pm.

Announcements / Reports

The next regularly scheduled meeting is February 13, 2017 at 6:30 pm.

Item 1 December 12, 2016 Plan Commission Meeting Minutes

Approval of Official Minutes from the December 12, 2016 Plan Commission meeting.

Motion to approve the December 12, 2016 Plan Commission Meeting Official Minutes.

Motion by Kevin Wahlgren Seconded by Tom Rave Motion carried 7-0

Item 2 Actions and Recommendations of Plan Review Board- No Action – Meeting was Canceled

Plan Commission January 9, 2017 Page 1 of 6

Item 3 2580 and 2660 North Lilly Road

Neumann Companies, Inc. N27 W24075 Paul Court, Suite 200, Pewaukee, WI 53072, Kevin Anderson – Representative presentation of 40% Civil Plans associated with Planned Development District (PDD) – General Plan - Residential development of a 35 lot single-family subdivision at 2580 and 2660 North Lilly Road. (SW 1/4 of Sec. 13) – MT

Report:

1. The applicant’s request for approval to schedule a public hearing regarding an amendment to Map 1: Future Land Use of the City of Brookfield 2035 Comprehensive Plan at 2580 and 2660 North Lilly Road; changing the future land use designation from Housing Focused – Lower Density to Housing Focused – Medium Density, rezoning said property from “R-2” Single-family Residence District to Planned Development District (PDD) – General Plan - Residential and establishing the “C” Conservancy District in wetland areas as necessary in association with a proposed 35 lot single- family subdivision was approved by the Plan Commission on December 12, 2016 and Common Council on December 20, 2016. The site is a “housing options” site under the 2035 Comprehensive Plan criteria.

2. The applicant submitted 40% civil plans in association with the proposed development. A representative of Neumann Companies will present the preliminary civil plans.

Recommendation: No action required

Refer to video recording of this item at https://cityofbrookfield.viebit.com/player.php?hash=ZTWNLPG0caka for the discussion.

No Motion Required

Item 4 Brookfield Square Phase VII and VII-A

Request of CBL and Associates Properties c/o Corbett Drew, 2030 Hamilton Place Blvd. Chattanooga, TN for approval of a plan and method of operation and Preliminary Survey/Certified Survey Map for a portion of the Brookfield Square Mall located at 115 S. Moorland Road or the Bon Ton/Boston Store Department Store parcel and the JCP Department Store parcel. Said approval would authorize the construction of Phase VII and Phase VII-A of mall improvements including the construction of approximately 54,000 square feet of new retail and food service shops, a three level parking structure and reconfiguration of the JCP and Food Court parking lots.

Report:

1. The item represents the next phases of reinvestment at Brookfield Square mall and implements part of the goals and objectives of the 2035 Comprehensive Plan and Tax Increment District No. 3. These goals and objectives are intended to promote the expansion of the mall, encourage reinvestment in aging, retail centers and incent other complementary reinvestments nearby- along Executive Drive and Bluemound Road. Four elements of reinvestment are proposed:

• An approximate 54,000 square foot addition of shops and food service establishments outside and along the east and north facades of Boston Store, but maintaining access to the current entries into the department store. The design of these shops continues the “main street” storefront facades that were added near Sears under Phase VI at

Plan Commission January 9, 2017 Page 2 of 6

the mall. Building materials include various shades of stone, brick, E.I.F.S and metal panels used in Phase VI “Typical awnings” of varying colors are shown but the tenants must request separate approvals of the same under trade dress applications along with signage approvals.

• A three level parking deck adding a net increase of approximate 275 parking spaces at the mall. The deck will include a walkway connecting to the second floor of Boston Store. The exterior of the deck will consist of precast concrete panels with some areas of brick in laid into the precast. The City will hire a third party engineering firm to review the plans and specifications for the deck, as under an approved Development Agreement with the applicant-CBL Properties – the City will allocate $6.445 million towards the costs of constructing the deck. This is an allocation from the TID No.3 Project Costs and the City has funds on hand to allocate the same without the need for bonding. The City’s consultant will also recommend standards that should be used in the maintenance of the structure for the long term sustainability of the structure. Such standards will be prepared over the next month or so and be inserted into a future Development Agreement for the project. An off-premise identification sign for JCP will be added to one or two of the exterior walls of the parking deck, identifying the department store. The City’s sign coded was recently amended to permit such if located within 900 feet of the department store.

• A reconfiguration and restriping of the parking lots in front of JCP and the mall food court creating additional parking spaces and maximizing parking efficiencies. Under a previous Development Agreement, the mall parking lot does not need to meet all the parking lot landscaping standards of the City as an effort to achieve these efficiencies and maximize parking supply. Such is the case in this project with the elimination of some parking lot islands.

• A Preliminary Survey/Certified Survey Map is proposed that adjusts the lot lines between the Boston Store and JCP lots so as to permit the parking lot to be located wholly on the Boston Store lot.

2. The applicant’s representatives will present the details of the building designs and building materials/awnings. They will also describe how the parking deck will function and how it will be designed to be an efficient, safe and sustainable structure for longevity.

3. As a function of approving the Plan and Method of Operation, the Site’s Dimensional Standards will be set as follows:

• Mall F.A.R. including all structures and department stores and remaining free standing bank and TBA: 96%

• Building setbacks: BonTon (re-division of Lot 1 of CSM 10226)or new Lot 1: 25 feet to Bluemound Road, not applicable to other streets

• Building offsets: zero (0) feet

• Building height :50 feet

Recommendation: The proposed Plan and Method of Operations shown in the provided site and building plans and the Preliminary Survey/C.S.M. are consistent with the 2035 Comprehensive Plan and the Project Development Agreement, dated December 8, 2014, as extended. Staff recommends the Plan Commission approve the same subject to:

1. Statement of Operations dated November 8, 2016 by Corbett Drew, Senior Project Manager - CBL and Associates Properties, Inc.

2. Preliminary Survey/C.S.M. dated October 14, 2016 subject to technical corrections by City Engineering.

Plan Commission January 9, 2017 Page 3 of 6

3. Building Plans and brick, stone, E.I.F.S. and metal panel material samples dated January 3, 2017 by KA, Cleveland, OH. Wall mounted utility meters and boxes must be located on hidden walls of the building and painted to match the building including stainless boxes if chosen.

4. Parking deck plans dated January 3, 2017 by RA Smith subject to refinement by suggestions of City consultant to be reconciled as part of Development Agreement.

5. Site Plans dated by R.A. Smith National November 1, 2016. Emergency Access Plan dated January 3, 2017 by RA Smith.

6. Grading and Drainage Plan and if required Storm Water Management Plan and Utility Plans approved by the City Engineering Department. The developer of the project will be required to submit items a, b, and c before issuance of a building permit.

a. Copy of the Grading and Drainage plan as approved by the Engineering Department, including storm water calculations, following criteria established by the Storm Water Management Guide.

b. The bid from a contractor reflecting the cost of executing the work required on the Grading and Drainage Plan.

c. A letter-of-credit in compliance with the Inspection Services Department letter-of-credit format. The monetary amount of the letter-of-credit shall be equal to 110% of the bid submitted.

d. A recertification “as-built” survey must be performed by a licensed professional engineer or surveyor indicating that all elements of the approved Grading and Drainage Plan have been completed within tolerance as approved by staff per the approved plan. The recertification documents must be wet stamped and signed by said professional.

e. The letter-of-credit will be released after the recertification documents are submitted to and approved by the City of Brookfield. Approval of the grading, drainage, storm water, roadway and utility plans by the City of Brookfield Engineering Department.

5. Landscape Plan dated November 1, 2016 by R.A. Smith National. Removal of parking lot landscape islands permitted per 12-08-2014 Development Agreement.

6. Compliance with Fire Department missives dated November 9, 2016 and January 4, 2017.

7. Lighting in compliance with sections 15.16.080 and 17.120.070 of the City of Brookfield municipal code.

8. Once a building permit is issued by Inspection Services, the owner shall receive an occupancy permit for white box completion within 18 months of Council approval or the owner of the property may be subject to the penalty provisions of the Zoning Code, Section 17.100.130 or the owner shall remove construction equipment and debris from the site, fine grade and seed the site, and stabilize surface water drainage leaving the site to City Engineering Department specifications within four (4) months or the owner of the property may be subject to the penalty provisions of the Zoning Code – Section 17.100.130. (Ordinance #2134-08).

Plan Commission January 9, 2017 Page 4 of 6

9. Signage and Awnings to be approved separately by the Plan Review Board.

10. Payment of applicable fees to the Community Development Department prior to issuance of a building permit:

$To Be Determined Engineering Review Fee

$235 Wetland Fee ($4.19/1K based upon FAR)

$1125 Bikeway Fee ($20/1K based upon FAR)

11. Satisfaction of any and all outstanding assessments, taxes due, plan review fees, escrows, deposits and dedications.

12. Drafting of a Development Agreement amendment by City staff for subsequent review and approvals including parking deck maintenance standards. Applicant will have opportunity to review and comment prior to action by Plan Commission and Council.

Refer to video recording of this item at https://cityofbrookfield.viebit.com/player.php?hash=ZTWNLPG0caka for the discussion.

Motion to approve staff recommendation for a Plan and Method of Operation and Preliminary Survey/Certified Survey Map for a portion of the Brookfield Square Mall located at 115 S. Moorland Road or the Bon Ton/Boston Store Department Store parcel and the JCP Department Store parcel subject to a buff color for the parking deck precast panels. Said approval would authorize the construction of Phase VII and Phase VII-A of mall improvements including the construction of approximately 54,000 square feet of new retail and food service shops, a three level parking structure and reconfiguration of the JCP and Food Court parking lots.

Motion by Gary Mahkorn Seconded by Kevin Wahlgren Motion carried 7-0

Item 5 St. John Vianney Conditional Use

Request of St. John Vianney Catholic Church and School, 1755 North Calhoun Road, Brookfield, WI 53045 - Owner c/o MSI General, P.O. Box 7, Oconomowoc, WI 53006 – Tim Knepprath, Representative for approval to schedule a conditional use public hearing in association with 2,400 sq. ft. narthex, 1,200 sq. ft. classroom and parking lot additions at said address. (NE ¼ of Sec 21) - MT **Requires Common Council Approval**

Report:

1. St. John Vianney Parish is located at 1755 North Calhoun Road. The site is zoned “R-2” Single-family Residence District. Churches and schools are considered conditional uses per Chapter 17.108 of the Municipal Code; permissible in any zoning district unless expressly prohibited and subject to a public hearing process. Conditional Use ordinances no. 483, 1419, 1971-04 and 2232-10 permit a TV tower, activity and parish center, 35 child day care center with outdoor activity area fencing and an adult day care program for adults with early stage dementia.

2. The site is located in the Civic Center Targeted Investment Area (TIA) one of ten areas identified in the City of Brookfield 2035 Comprehensive Plan that foster community reinvestment by supporting new economic development and

Plan Commission January 9, 2017 Page 5 of 6

sustainable, mixed-use redevelopment with sensitivity to surrounding neighborhoods. The adopted node plan is the Ruby Isle Civic Center Development Plan – 1987 and amendments (Node Plan). The recommended land use of the adopted Node Plan is Government/Institutional and Recreation/Public Open Space. The adopted land use of the City of Brookfield 2035 Comprehensive Plan (Comp Plan) is Nature, Recreation and Community Facility – Community Facility.

3. The applicant’s proposal is consistent with the adopted Node and Comp Plans. Building materials, finishes and colors will match existing. Architectural forms will match or compliment those of the existing building.

4. Site Data: Lot Area: 684,771 sq. ft. Floor Area Ratio – Ex.: 14.9% Floor Area Ratio - Prop.: 15.6% (25% Max.) Landscape Surface Area - Ex.: 56.8% Landscape Surface Area - Prop.: 55.2% (50% Min.) Parking - Prop.: 326 spaces (341 existing) Adding another row of stalls north of the new drive aisle increases parking supply to 353 after provision of landscape islands

5. A landscape narrative describes the landscape treatment proposed for the pertinent landscape areas at the site’s periphery.

Recommendation: The proposed use is consistent with the adopted land use and development thresholds for conditional use of residentially zoned land. Staff recommends the Plan Commission approve scheduling a conditional use public hearing subject to conducting a neighborhood information meeting prior to the hearing.

Refer to video recording of this item at https://cityofbrookfield.viebit.com/player.php?hash=ZTWNLPG0caka for the discussion.

Motion to approve staff recommendation to schedule a conditional use public hearing in association with 2,400 sq. ft. narthex, 1,200 sq. ft. classroom and parking lot additions at 1755 North Calhoun Road, Brookfield, WI 53045.

Motion by Kevin Wahlgren Seconded by Paul Wartman Motion carried 7-0

Adjournment

Motion by Kevin Wahlgren Seconded by Gary Mahkorn Motion carried unanimously Meeting adjourned at 6:45 pm

Record respectfully submitted by Richard VanDerWal, Neighborhood Planner

Plan Commission January 9, 2017 Page 6 of 6

THESE ARE THE MINUTES OF THE PLAN REVIEW BOARD MEETING HELD ON THURSDAY, JANUARY 19, 2017 AT 4:30 P.M. IN THE COMMON COUNCIL CHAMBERS OF CITY HALL, 2000 NORTH CALHOUN ROAD, BROOKFIELD, WISCONSIN

ALDERMAN MARK NELSON RESIDING

MEMBERS PRESENT: Alderman Rick Owen, Commissioner Tom Rave (3 members physically present to meet quorum)

STAFF PRESENT: Zoning & Building Administrator Larry Goudy, Administration & Licensing Clerk Mary Schulz

1. Roll Call

Alderman Nelson called the Plan Review Board meeting to order at 4:37 p.m. A quorum was present.

2. Announcements a. Approval of these items must also be given at the regular Plan Commission meeting of February 13, 2017 and the Common Council meeting of February 21, 2017. b. The next regularly scheduled Plan Review Board meeting will be held on February 23, 2017.

3. New Business

Item 3a and 3b were taken together. a. Ground Round: altering sign locations

Request of Ground Round, 1005 S. Moorland Road for altering sign locations.

Larry Goudy reported: The sign dimensions are 10’ x 9’6” round = 78 sq. ft. and is 16’ above the roadway. Sign content is: Ground Round Grill & Bar. The structural material and color is a circular cabinet, channel letters, yellow, green and black copy. Lighting will be internal.

Staff’s recommendation: This sign is currently on the North tower element of the building. The applicant is requesting to move this sign to the East wall of the building, replacing the existing wall sign. Staff recommends approval. b. Ground Round: altering sign locations

Request of Ground Round, 1005 S. Moorland Road for altering sign locations.

Larry Goudy reported: The sign dimensions are 11’ x 4’ = 44 sq. ft. and is 14’ above the roadway. Sign content is: Ground Round Grill & Bar. The structural material and color is channel letters with green and yellow copy. Lighting will be internal.

Staff’s recommendation: This sign is currently on the East wall of the building. The applicant is requesting to move this sign to the North wall of the building, near that entrance and the patio area. Staff recommends approval.

Mr. Goudy noted this item is before the board as the original tower sign was approved with the idea of having a larger sign on tower to be seen by I-94 traffic. Initially, staff felt that the circular sign could be overwhelming on the East wall. After further review, staff has no concern with this.

Cliff Bayer, Innovative Signs and Azad Arani, owner appeared before the board for comments and/or questions.

Alderman Owen stated that you can certainly identify the Ground Round with the large circular sign. Could this sign be made larger? Mr. Goudy stated the signs cannot be made larger, but both signs, as requested, are within the city’s code requirements. Alderman Owen added that the signs need to be larger for patrons to see. Alderman Nelson questioned if the wall sign would contain the name of the business only. Mr. Goudy said ‘yes’.

• Moved by Commissioner Rave, seconded by Alderman Owen for approval of the staff recommendation to approve altering sign locations for the 2 signs at 1005 S. Moorland Road. Motion carried 3-0.

***************** c. Norhardt Crossing (main office): monument sign

Request of Norhardt Crossing, 1930 Norhardt Drive (main office) for a monument sign.

Larry Goudy reported the sign dimensions are 7.25’ x 4’ = 29 sq. ft. and is 6’3” above the roadway. Sign content is: Norhardt Crossing Apartment Homes, address. The structural material is routed aluminum face on brick base. Blue background with white copy. Lighting will be internal.

January 19, 2017 Plan Review Board Pg 2 of 3 Mr. Goudy added that there is no problem with the public infrastructure, although the sign is close to a private watermain. City staff will work with the applicant to insure that the sign does not interfere with it.

Staff recommends approval.

Beth Daniels and Kristen Peters, Innovative Signs appeared before the board for comments and/or questions.

Alderman Owen indicated that he is not concerned with the lighting as it is not overwhelmingly bright and it is legal per city code. Mr. Goudy added that our code stated that illuminated signs in residential neighborhoods be on timers that have to be off by 10 p.m.

• Motion by Commissioner Rave, seconded by Alderman Owen for approval of staff’s recommendation to approve a monument sign at 1930 Norhardt Drive (main office) subject to being internally lit, turned off by 10 p.m. and applicant to work with staff on watermain placement. Motion carried 3-0.

• Motion by Commissioner Rave, seconded by Alderman Owen to adjourn the Plan Review Board meeting. Motion carried 3-0. 4:46 p.m.

Minutes respectfully submitted by Mary Schulz CAP, Administration & Licensing Clerk

January 19, 2017 Plan Review Board Pg 3 of 3

REPORT OF THE DIRECTOR OF COMMUNITY DEVELOPMENT City Plan Commission February 13, 2017

Item 3 All Bout Children

Request of All Bout Children, 17700 West Capitol Drive, Brookfield, WI 53045 – Heather Butkiewicz, Administrator c/o Plunkett Raysich Architects, 209 South Water Street, Milwaukee, WI 53204 – Michele Raysich, Architect for approval of a conditional use and minor plan and method of operation allowing expansion of enrollment to 77 children, play area expansion of 3,700 square feet and occupancy of an additional building at Stonewood Village. (SE ¼ of Sec. 4) – MT **Requires Common Council Approval**

Previously reported: 1. The site is zoned “B-1” Local Business District. Conditional use ordinances no. 2177-09 and 2336-13 permit operation and expansion of a preschool at the site. Per Chapter 17.108 of the municipal code nursery schools, day nurseries and child care centers are considered conditional uses that may be permitted in any zoning district (unless specifically prohibited in the base zoning district) after a public hearing and upon approval by the Common Council. All ‘Bout Children is the original applicant of the conditional use permitted by ordinances no. 2177- 09 and 2336-13.

2. The applicant requests approval to expand the conditional use from 40 to 77 children, adding 3,700 sq. ft. fenced outdoor play area and occupying an additional building. Fencing and landscaping will match that previously approved by the Plan Commission. The city has received no complaints regarding All Bout Children since its opening.

3. The conditional use buildings are located internal to a cluster of buildings that comprise the specialty shopping center. Traffic from the preschool cannot queue into a public street even at its busiest business hour. Peak traffic generation for the preschool is not coincident with hours of operation for stores in the center.

4. A missive dated December 5, 2016 authored by Fire Chief Charlie Myers and shared with the applicant specifies fire suppression, alarm and other compliance requirements.

Newly reported: 5. A Neighborhood Information Meeting was held on January 25, 2017. Alderman Rick Owen attended. No citizens attended. There have been no written comments received.

6. A public hearing regarding this request was conducted by the Plan Commission the evening of February 13, 2017. Staff will incorporate comments into the staff report.

Recommendation: Staff will deliver a recommendation pending results of the February 13, 2017 public hearing. Staff recommends the Plan Commission approve a conditional use and revised plan and method of operation allowing expansion of enrollment to 77 children, play area expansion of 3,700 square feet and occupancy of an additional building subject to:

1. Statement of operations dated February 13, 2017 by Heather Butkiewicz, Administrator. 2. Compliance with requirements specified in a missive dated December 5, 2016 by Charlie Myers, Fire Chief. 3. Site, building and floor plans dated November 22, 2016. 4. Fence and landscaping to match existing.

Staff Report – Item 3 February 13, 2017 Page 1

5. Once a building permit is issued by Inspection Services, the owner shall receive an occupancy permit within twelve (12) months or the owner of the property may be subject to the penalty provisions of the Zoning Code, Section 17.100.130 or the owner shall remove construction equipment and debris from the site, fine grade and seed the site, and stabilize surface water drainage leaving the site to City Engineering Department specifications within four (4) months. (Ordinance #2134-08). 6. Plan and method of operation expires February 21, 2019 unless a building permit is obtained prior thereto.

Staff Report – Item # February 13, 2016 Page 2

Hello Mike,

I am requesting a amendment for our conditional occupancy permit at All 'Bout Children Preschool 17700 W. Capitol Dr. We currently have a conditional occupancy permit for 40 children and I am asking for a expansion to 77 children total. We are seeking to expand the current play area by 3700 square feet and gain occupancy of a additional building located in Stonewood Village. The fencing used would be Bufftech Imperial vinyl fencing 4’ high/8’ wide. The fence will be hidden by black chokeberry bushes and burning bushes. The bushes will be planted every four feet.

I am currently working with Michele Raysich of Plunkett Raysich Architect firm. Please let me know if you need anything further. I look forward in working with you again!

Sincerely, Heather Butkiewicz Administrator All 'Bout Children Preschool [email protected] http://www.allboutchildrenpreschool.com Fire and Emergency Medical Services Department Charlie Myers, Fire Chief 2100 N. Calhoun Road Brookfield, WI 53005-5054 (262)-787-3580 Fax (262) 796-6687 [email protected]

MEMORANDUM

TO: Michael Theis, Planning Administrator Dan Ertl, Director of Community Development Natalie Schneider, Project Engineer Jackie Quandt, Project Engineer

FROM: Charlie Myers, Fire Chief

RE: All Bout Children 17700 Capital Drive Yorktown Building

DATE: December 5, 2016

Would you please share the following comments with the Developer and include them in the Plan Commission documents and any ordinance.

We have reviewed the November 22, 2016 letter from Michele Raysich, Architect, Plunkett Raysich Architects. Thank you for the response and clarifying that fire suppression sprinklers will be installed in accordance NFPA 13. The location of the fire department connection is appropriate.

1. This property is a change of occupancy use under the building. The State of Wisconsin Building Code and City of Brookfield Health and Safety Code require the following. a. A fire sprinkler system shall be installed throughout new addition accordance with NFPA 13 and connected to the existing system. The plan indicates the building is sprinklered but it is not at this time. b. Fire alarm notification system installed in accordance with NFPA 72 is required. c. There is existing fire hydrant on the site. Please provide information regarding proposed location of the fire department connection for review. 2. Compliance with City of Brookfield code 8.08 Fire Prevention and Life Safety. 3. Please be advised that the State plan review may be required and have additional requirements.

Thank you for the opportunity to review and comment on this project.

22 November 2016

Michael Theis Planning Administrator

Re: All Bout Children 17700 Capitol Drive Yorktown Building PRA Project No. 160165-01

Copy: Heather Butkiewicz, Administrator [email protected]

MICHAEL, we received your Fire and Emergency Medical Services review letter for the renovation to the Yorktown Building project at Stonewood Village. Here are the design team’s responses to the issues you included as part of the approval process:

PRA Response: A new sprinkler system will be installed with the renovation in compliance with NFPA 13. Also, a fire alarm notification system will be installed in accordance with NFPA 72. Please see updated plan for fire department connection and the location of the existing fire hydrant.

Compliance with City of Brookfield code 8.08 Fire Prevention and Life Safety.

PRA Response: Per the updated plans the renovations should be in compliance with City of Brookfield code 8.08 Fire Prevention and Life Safety.

If you have any additional questions or comments, please contact me at your earliest convenience.

Best regards,

Michele Raysich– Architect rlm

4 S, LLC ABC PRESCHOOL & DAYCARE RENOVATION Stonewood Village, Yorktown Building 17700 W Capitol Dr, Brookfield, WI 53045

Sheet Index Project Information Project Location Project Date: 11/22/16 General PRA Project Number: 160165-02 000 TITLE SHEET Drawing Set: Construction Documents

Architectural A050 SITE PLAN & CODE WORKSHEETS A100 DEMOLITION PLANS A200 FLOOR PLANS A300 REFLECTED CEILING PLANS A800 INTERIOR ELEVATIONS A810 INTERIOR DETAILS A890 DOOR SCHEDULE, ROOM FINISH SCHEDULE AND MATERIAL SCHEDULE

Applicable Codes and Zoning 2009 International Building Code Institutional occupancy, Group I -4 Daycare Zoning: City of Brookfield ordinances Project Team City of Brookfield code 8.08 Fire Prevention and Life Safety Architect Plunkett Raysich Architects Tel (414) 359-3060 Type of Construction Alteration Type of construction, unprotected, type IV - Sprinklered

Building Area

Existing: 3,507 SQ FT Remodel: 3,507 SQ FT New: 0 SQ FT

Parking Requirements Parking Required By Regular Accessible Van Total Stalls Zoning Stalls Stalls Accessible Stalls 1 per 6 Children 14 1 1 16 1 per Employee \160165_Central 2016_mraysich.rvt \160165_Central 160165-02 11/22/2016 9:50:23 AM 9:50:23 11/22/2016 Files Project RVT\Local C:\PRA

Copying, scanning or reproduction of these documents is prohibited

000 © Plunkett Raysich Architects,LLP PRAProject #: without the written permission of Plunkett Raysich Architects, LLP. LIFE SAFETY LEGEND IBC 2009

FIRE PARTITIONS (IBC 709) 1P 1P 1 HR RATED FIRE PARTITION

SYMBOLS

EXTERIOR EXIT DOOR / EXIT STAIR 1 2 3 4 5 TRAVEL DISTANCE (FEET) X' BARRIER FREE ACCESS ROUTE BF

1 1 EXIT DISCHARGE WITH OCCUPANT LOAD

P P 54'-0" FIRE EXTINGUISHER CABINET F

P DRINKING FOUNTAIN D 1P 1P EGRESS CORRIDORS

1 BEAFORT DRIVE

P1P 1P 1P 1P A OCCUPANCY GROUP:

1 2009 IBC - I-4 INSTITUTIONAL OCCUPANCY

NFPA 101 - LIFE SAFETY CODE (2000) - CHAPTER 16 NEW DAYCARE OCCUPANCY

UP UP

1 TYPE OF CONSTRUCTION: 2009 IBC- TYPE VA WOOD FRAME -PROTECTED - FULLY SPRINKLERED EXTERIOR BEARING WALLS = 1 HOUR INTERIOR BEARING WALLS = 1 HOUR BROOKFIELD ZONING CODE 17.06 (3) CHILDREN'S NURSERY COLUMNS = 1 HOUR SCHOOLS AND DAY-CARE BEAMS = 1 HOUR CENTERS: ONE SPACE PER EMPLOYEE FOR THE WORK SHIFT ROOF CONSTRUCTION = 1 HOUR 4 00- LOWER LEVEL PLAN - LIFE SAFETY WITH THE GREATEST NUMBER OF EMPLOYEES, PLUS ONE EXTERIOR NONBEARING WALLS = 0 HOUR N A050 1/8" = 1'-0" SPACE PER SIX (6) STUDENTS AT THE HIGHEST CLASS ATTENDANCE PERIOD.

9 STAFF= 9 spaces EXIT THROUGH INTERVENING SPACE VIA 7.5.1.6- IBC 2009 37/6 CHILDREN= 7 spaces COMPLIANCE WITH CITY OF BROOKFIELD CODE 8.08 FIRE PREVENTION AND LIFE SAFETY CAPITAL DRIVE

BARRIER FREE ACCESS 14 15 16 1 2 3 4 5 SITE PLAN - SYMBOLS LEGEND

CONSTRUCTION LIMITS 16 PARKING SPACES

NEW CONCRETE SLAB / WALK / STOOP

P1 1P 1P 30'-0" 1P 1P 3 4 5 6 7 8 9 10 11

P1P 1P SITE PLAN - GENERAL NOTES 1P DN DN 12 A A. FIELD VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. 2 P1P 1P B. REFER TO SITE SURVEY, GRADING PLAN, SITE UTILITIES PLAN, STORMWATER MANAGEMENT PLAN, EROSION 13 CONTROL PLAN, LANDSCAPING PLAN, PLUMBING PLAN, HVAC PLAN AND ELECTRICAL PLAN FOR ADDITIONAL 44'-0" INFORMATION PERTAINING TO SITE PLANNING. 1 C. MARK ALL UTILITIES. ALL DAMAGED UTILITY OR SERVICES ARE TO BE IMMEDIATELY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 1P D. FIELD VERIFY EXISTING FLOOR ELEVATIONS. UP UP

F TO OBTAIN LOCATIONS OF PARTICIPANTS 1P 1P UNDERGROUND FACILITIES BEFORE YOU DIG IN WISCONSIN EXISTING 3,500 SF BUILDING CALL DIGGERS HOTLINE NEW CONCRETE WALK 1-800-242-8511 TOLL FREE FIRE DEPARTMENT WIS STATUTE 182.0175(1974) CONNECTION REQUIRES MIN. 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE 2 FIRST FLOOR PLAN EXISTING FIRE MILW. AREA (414) 259-1181 N A050 1/8" = 1'-0" HYDRANT SITE PLAN DEMOLITION NOTES

REMOVE EXISTING TREE OR SHRUBS. RELOCATE / REPLANT ANY VALUABLE SPECIES IN OWNER SPECIFIED LOCATION ON PROPERTY. EXISTING PLAY AREA AND EXISTING FENCE (see image below) 1 2 3 4 5 NEW FENCE

NEW PLAY AREA - EXPANDED TO 3,700 SF NEW FENCE

1P 1P NEW FOLIAGE TO P1 1P 1P 1P BLOCK FENCE (NIC) 1P

DN 1P DN

P1P 1P A 1P 1P1P 1P1P 75'-0" NEW FENCE TO MATCH EXISTING 65'-0"

3 02- SECOND FLOOR - LIFE SAFETY 1 SITE PLAN N N Stonewood Village, Yorktown Building Yorktown Village, Stonewood 53045 WI Brookfield, Dr, Capitol W 17700 A050 1/8" = 1'-0" A050 1" = 20'-0" RENOVATION DAYCARE & PRESCHOOL ABC

Revisions \160165_Central 2016_mraysich.rvt \160165_Central

Drawn By: MLR Date: 11/22/16

Job No.: 160165-02

11/22/2016 9:50:24 AM 9:50:24 11/22/2016 Files Project RVT\Local C:\PRA Sheet No.:

NOTFOR CONSTRUCTION © Plunkett Raysich Architects,LLP A050 1 2 3 4 5 DEMOLITION PLAN - SYMBOLS LEGEND

EXISTING WALLS TO REMAIN EXISTING ITEM TO REMAIN

EXISTING WALLS TO BE REMOVED EXISTING ITEM TO BE REMOVED

LAUNDRY 1 DEMOLITION PLAN KEYNOTE EXISTING DOOR TO REMAIN LL6 CONSTRUCTION LIMITS 1P 1P EXISTING DOOR TO BE REMOVED EXISTING RATED PARTITIONS EXISTING MECHANICAL EXISTING OPEN AREA DEMOLITION PLAN - GENERAL NOTES LL1 A. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN REMOVED BY OWNER.

B. VERIFY EXACT COMPOSITION OF EXISTING WALLS TO BE REMOVED.

101 KEYNOTE LEGEND - DEMOLITION PLAN NOTES

A NOTE # DEMOLITION PLAN NOTE EXISTING CLOSET 100 REMOVE EXISTING SECURITY SYSTEM AND RELOCATE 101 REMOVE CASEWORK, PATCH WALL AS REQUIRED LL3

EXISTING TLT EXISTING TLT LL4 LL5

UP UP

A1 00- LOWER LEVEL DEMO PLAN N A100 1/4" = 1'-0"

1 2 3 4 5

PARTIAL WALL DEMO FOR WINDOW

EXISTING WORSHIP SPACE

EXISTING RETAIL SPACE 3'-4" 1'-1" 4'-0" 3'-9"

EXISTING RETAIL SPACE

DN DN A 1'-7 1/2"

EXISTING WORSHIP SPACE

EXISTING RETAIL SPACE

100

EXISTING OFFICE

UP UP 3'-4" 4'-0" 3'-4" 10"

C1 FIRST FLOOR DEMO PLAN N A100 1/4" = 1'-0"

1 2 3 4 5

EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE

EXISTING RECEPTION

2'-0" PP1P1P Stonewood Village, Yorktown Building Yorktown Village, Stonewood 53045 WI Brookfield, Dr, Capitol W 17700 ABC PRESCHOOL & DAYCARE RENOVATION DAYCARE & PRESCHOOL ABC 1P 7'-1" 3'-4" 5'-10" DN DN Revisions A P1P 1P \160165_Central 2016_mraysich.rvt \160165_Central

EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE 1P

1P 1P 1P 1P

Drawn By:

EXST TLT MLR 24 Date: 11/22/16

Job No.: 160165-02

11/22/2016 9:50:24 AM 9:50:24 11/22/2016 Files Project RVT\Local C:\PRA Sheet No.:

02- SECOND FLOOR DEMO PLAN E1 NOTFOR CONSTRUCTION © Plunkett Raysich Architects,LLP A100 N A100 1/4" = 1'-0" FLOOR PLAN - SYMBOLS LEGEND

NEW WALL/PARTITION EXISTING WALL TO REMAIN 1 2 3 4 5

100.0 NEW DOOR EXISTING DOOR TO REMAIN

DTL DTL

P1P 1P SECTION REFERENCE DETAIL REFERENCE SHT FIRE RATED SHT LL6 3-0 x 7-0 LAUNDRY W1 WALL/PARTITION TYPE LL6 DTL EXISTING INTERIOR ELEVATION MECHANICAL 1/2" 9'-9 DF1 SHT LL1 200 LARGE MOTOR 1 FLOOR PLAN KEYNOTE 1P ROOM W D CONSTRUCTION LIMITS LL2 1P 1P 1P 1P ONE HOUR RATED FIRE PARTITION 1P 1P 202 EXISTING ONE HOUR RATED FIRE PARTITION 1P 1P 1P 1P 1P 1P 201 201 201

FLOOR PLAN - GENERAL NOTES P1P 1P A EXISTING A. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL

1 (NOMINAL).

P 1 CLOSET

P LL3 B. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN REMOVED BY OWNER.

C. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH OWNER ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY ASSOCIATED EQUIPMENT.

EXISTING TLT EXISTING TLT P D. CONTRACTOR TO VERIFY FLOOR TO FLOOR HEIGHTS

P LL4 LL5 E. BT= BY TENANT , BO=BY OWNER

F. REFER TO SHEET A890 FOR ROOM FINISH SCHEDULE AND NOTES.

UP UP G. REFER TO SHEET A890 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES.

1 1 H. PROVIDE SPRINKLER SYSTEM THROUGHOUT IN COMPLIANCE WITH NFPA 13. UTILIZE QUICK RESPONSE P P HEADS.

I. INSTALL FIRE ALARM NOTIFICATION SYSTEM THROUGHOUT, IN ACCORDANCE WITH NFPA 72.

J. PROVIDE KNOX SECURITY VAULT PER CITY OF BROOKFIELD CODE 8.08.

A1 00- LOWER LEVEL PLAN - CD N KEYNOTE LEGEND - FLOOR PLAN NOTES A200 1/4" = 1'-0" NOTE # FLOOR PLAN NOTE 3 1 2 4 5 200 PROVIDE OUTLETS FOR WASHER AND DRYER AND PROVIDE DRYER VENTING 201 PAINT EXPOSED COLUMN 202 PAINT EXPOSED WALLS AND PROVIDE GYPSUM BOARD AND LOCATIONS WHERE REMOVED.

MAIN PARENT SUPPLY CABINET 203 PAINT EXISTING CASEWORK ENTRANCE - CARSEAT STORAGE CARSEAT STORAGE INFANTS 204 PROVIDE LOCK ON DOOR VESTIBULE 205 PATCH WALL AS NEEDED 9 207 MOUNT SINK AT CHILDS HEIGHT (20" AFF) 208 MODIFY EXISTING CASEWORK AND ADD DISHWASHER, BY OWNER STAFF INFANT 209 LOWER HANDRAILS TO MEET DAY CARE LICENSING STANDARDS 210 PROVIDE TILE SURFACE BEHIND TOILET AND SINK WORKROOM/ CLASSROOM OFFICE 4'-0" E3 B2 1 A810 15'-6" 9'-11" 7 NAP 3'-6" HALF HEIGHT WALL B1 A800 2 B4

EXISTING

PP1P1P 1P MECHANICAL 7 3-0 x 7-0 C6 1P CHASE A810

B6 1P

1P A810 209 E3 BARN DOOR TO PARENT CHECK-IN CHANGING STATION BT GARBAGE BT BT 209 4'-0 1/2" 4'-0 REF. A810 SEPARATE CLASSROOMS DN CUBBIES BT DN 1 4-0 x 7-0 A TLT STORAGE E2 E3 GARBAGE BT REF. BT 6 5 DF0 A810 CHANGING STATION BT 1P 1P E1 STAIR STAIR A800 C1 S4 S3 14'-0 1/2" 14'-0 NAP A800 C2 DF0 4 FIRE DEPARTMENT CONNECTION C3 INTERIOR PARTITION SCHEDULE ST E3 INFANT TYPE MARK DESCRIPTION Detail RATING UL INSULATION C Type MAIN PARENT

1P DF0 ENTRANCE - A810 CLASSROOM 210 CABINET SUPPLY TODDLERS, EXTEND 3'-6" HALF HEIGHT WALL 2 X 4 WOOD STUDS @ 16" OC - -- -- INT_Wd Std 2x4 - SIDEWALK TO 1/2" 3'-2 3'-8" 3'-2" 3 STOOP 7-0 x 3-0 7-0 x 3-4 ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. DF0.1 DF0 2 X 4 WOOD STUDS @ 16" OC - -- -- INT_Wd Std 2x4 - 6 5 UP UP ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. DF0 CUBBIES BT CUBBIES BT 209 DF1 2 X 4 WOOD STUDS @ 16" OC 1 HR U305 -- -- INT_Wd Std 2x4 1hr -

209 1'-6" FE 6'-6 1/2" 5'-11 1/2" BENCH 14'-2" 1- LAYER 5/8" GYPSUM BOARD @ EACH FACE DF1 1P JC0 1-1/2" WOOD STUDS @ 16" OC - -- -- INT_Wd Std Furring 1P 1P DF0 5'-0" 4'-8" ONE LAYER 5/8" GYPSUM BOARD. 2x2 - JC0 HALLWAY B3 3 3-0 x 7-0 CARSEAT STORAGE CARSEAT STORAGE FIRE RATED JF0 3-1/2" WOOD STUDS @ 16" OC - -- -- INT_Wd Std Furring 8 3-0 x 7-0 8 A810 FIRE RATED 6'-7" ONE LAYER 5/8" GYPSUM BOARD. 2x4 - JF0

DOOR TO OUTDOOR PLAY AREA (3700 SF) GYPSUM BOARD PARTITIONS - GENERAL NOTES

ALL GYPSUM BOARD PARTITIONS SHALL BE DF0 UNLESS OTHERWISE NOTED ON FLOOR PLAN.

GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF C1 FIRST FLOOR PLAN FINISHED PARTITION (NOMINAL). N A200 1/4" = 1'-0" 1 2 3 4 5 REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS.

SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS.

EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF DECK ABOVE.

COUNTER COUNTER TOP NAP MAT TOP READING STORAGE NUK (2) 2-6 x PARENT CHECK-IN 23.1 7-0 204 CUBBIES STAFF LOUNGE 4'-7 1/2" HALLWAY 25 20 MAIN PARENT TODDLER ENTRANCE JF0 DF0 Stonewood Village, Yorktown Building Yorktown Village, Stonewood 53045 WI Brookfield, Dr, Capitol W 17700 D2 A800 D3 RENOVATION DAYCARE & PRESCHOOL ABC

DF0 7-0 x 3-4 FIRE RATED FIRE LOCKABLE SUPPLY LOCKABLE CABINET VINYL 1P 1P

205 23 Revisions PP1P1P CARPET BT 3 YEAR OLD 1P DF1

20.1 2-8 x 7-0 REF. 23

TLT 1/2" 4'-1

DF0 DF0 1P 3'-5" 1P

5'-1" 22 7-0 x 3-4 DN FE 207 DN 205 s\160165_Central 2016_mraysich.rvt s\160165_Central

E4 21.2 6'-11" 7'-2" 7'-7 1/2" 7'-7 LOCKABLE SUPPLY STAIR 1 E3 A800 CABINET 208 A S1 JF0 1P 1P 210 207 22 3-0 x 7-0 203 D1 STAIR 2 21 4-0 x 7-0 3 YEAR OLD A800 S2 Drawn By: 21 BARN DOOR REF. TO SEPARATE 1P BT 207 CLASSROOMS CARPET MLR 1P 1P VINYL 1P 1P Date: 8'-7" 8'-0 1/2" 26'-5 1/2" 11'-6 1/2" 11/22/16 GARBAGE BT GARBAGE 203 EXST TLT 24 GARBAGE BT (2) 2-6 x PROVIDE 3 SHELVES PROVIDE 3 SHELVES 21.1 204 Job No.: 7-0

READING COUNTER 160165-02 NUK TOP

11/22/2016 10:11:22 AM 10:11:22 11/22/2016 File Project RVT\Local C:\PRA 204 Sheet No.:

NOTFOR CONSTRUCTION © Plunkett Raysich Architects,LLP A200 E1 02- SECOND FLOOR - CD N A200 1/4" = 1'-0" 1 2 3 4 5 REFLECTED CEILING PLAN - SYMBOLS LEGEND

2'-0" x 4'-0" SUSPENDED EXPOSED GRID ACOUSTIC CEILING TILE GYPSUM BOARD CEILING OR BULKHEAD LAUNDRY 2'-0" x 2'-0" SUSPENDED EXPOSED GRID LL6 ACOUSTIC CEILING TILE 0' - 0" CEILING HEIGHT

1 REFLECTED CEILING PLAN NOTE

CONSTRUCTION LIMITS EXISTING EXISTING MECHANICAL 1P 1P ONE HOUR RATED FIRE PARTITION LL1 1P 1P EXISTING ONE HOUR RATED FIRE EXISTING LARGE MOTOR PARTITION ROOM LL2

EXISTING 300 CLOSET EXISTING LL3

REFLECTED CEILING PLAN - GENERAL NOTES EXISTING EXISTING TLT EXISTING TLT A. LOCATE ALL SPRINKLER HEADS, SMOKE DETECTORS, AUDIO SPEAKERS, HEAT SENSORS IN THE CENTER OF CEILING TILE (OR IN THE CENTER OF THE RAISED/RECESSED FIELD OF A PATTERNED TILE). LL4 LL5 EXISTING EXISTING B. REMOVE EXISTING CEILING SYSTEM WHERE NEW WALLS PENETRATE EXISTING CEILING SYSTEMS TO REMAIN. PATCH TO MATCH EXISTING CEILING SYSTEM TO NEW WALL.

KEYNOTE LEGEND - REFLECTED CEILING PLAN NOTES NOTE # REFLECTED CEILING PLAN NOTE

300 PATCH CEILING AS REQUIRED. 301 PROVIDE NEW ACOUSTICAL CEILING FINISH THROUGHOUT

A1 LOWER LEVEL REFLECTED CEILING PLAN N A300 1/4" = 1'-0" 1 2 3 4 5

INFANT STAFF CLASSROOM WORKROOM/ 1 OFFICE 454 SF 7 200 SF

NAP

2 EXISTING

EXISTING 150 SF

PP1P1P 1P 1P 1P 1P

TLT STORAGE 6 5 P1P 1P 63 SF 89 SF NAP 4 143 SF

300

EXISTING EXISTING

300

1P EXISTING INFANT CLASSROOM 3 394 SF

300 300 1P 1P 1P EXISTING

C1 FIRST FLOOR REFLECTED CEILING PLAN N A300 1/4" = 1'-0"

1 2 3 4 5

STAFF LOUNGE HALLWAY 301 25 8'-0" 20 Stonewood Village, Yorktown Building Yorktown Village, Stonewood 53045 WI Brookfield, Dr, Capitol W 17700 8'-0" RENOVATION DAYCARE & PRESCHOOL ABC

Revisions

3 YEAR OLD 23 TLT 301 454 SF 22 \160165_Central 2016_mraysich.rvt \160165_Central 8'-0" A 301 8'-0" 301

3 YEAR OLD 21 Drawn By: 475 SF 301 8'-0" MLR Date: 8'-0" EXST TLT 11/22/16 24

Job No.: 160165-02

11/22/2016 9:50:25 AM 9:50:25 11/22/2016 Files Project RVT\Local C:\PRA Sheet No.:

SECOND FLOOR REFLECTED CEILING PLAN E1 NOTFOR CONSTRUCTION © Plunkett Raysich Architects,LLP A300 N A300 1/4" = 1'-0" INTERIOR ELEVATIONS - SYMBOLS LEGEND

DTL INTERIOR DETAIL REFERENCE SHT

1 INTERIOR ELEVATION NOTE SEMI RECESSED SANITARY MIRROR DOOR MOUNTED NAPKIN DISPENSER COAT HOOKS (1 MIN) (4" MAX PROJECTION) TO BE ACCESSIBLE INTERIOR ELEVATIONS - GENERAL NOTES

SEMI RECESSED PAPER 3'-3" MIN A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL. TOWEL DISPENSER 3'-5" MAX (4" MAX PROJECTION) GRAB BARS TOILET TISSUE SOAP DISPENSER DISPENSER MIN 3'-0" 3'-6" 4'-6" CASEWORK - GENERAL NOTES MIN 1"CLEAR - TYPICAL MIN A. REFER TO ROOM FINISH AND MATERIAL SCHEDULES FOR PLASTIC LAMINATE SELECTIONS.

B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE, AT ALL CASEWORK. 3'-8" 1'-10" 3'-8" 3'-4" 3'-4" 1'-6" 0" MAX TO TO MAX 0" - 4'-0" MAX 4'-0" 2'-6" 2'-3" MAX 2'-2" 2'-2" C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE 4' CONTROLS 2'-9"MIN 3'-0" MAX 3'-0" 2'-10"MAX 2'-5"MIN MIN 9"MIN 1'-7" 1'-5" FLUSH CONTROL BOT OF MIRROR OF BOT 7" - 9" INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. 8" 6" RIM 1'-3" 1'-6" 3'-0" D. ROUND ALL OUTSIDE CORNERS OF COUNTERTOPS WITH MINIMUM 1-1/2" RADIUS UNLESS NOTED OTHERWISE. MIN MAX INSULATE EXPOSED APRON MIN MIN SUPPLY AND RETURN E. PROVIDE 1-1/2" (MINIMUM) FILLERS AT PERPENDICULAR JUNCTION OF ALL CABINETS AND AT PERPENDICULAR JUNCTURE TOE SPACE TOE

PLUMBING OFSEAT TOP WITH ADJACENT WALL(S), UNLESS NOTED OTHERWISE. SCRIBE ALL EDGES AND APPLY SEALANT TO JOINTS. TOP OF PIPING TOP OF FLUSH CONTROL FLUSH

KNEE CLEARANCE KNEE F. PROVIDE SEALANT BETWEEN BACKSPLASH / SIDESPLASH OR COUNTERTOP AND WALL.

G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE.

H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS. A1 BARRIER-FREE - MOUNTING HEIGHTS (TLT) A800 1/4" = 1'-0"

B2 A810 B6 A810 3'-0" 3'-0" 4'-0" B4 A810

PROVIDE PLAM CAP PROVIDE PLAM CAP ON HALF WALL, TYP A6 ON HALF WALL, TYP 4'-0"

2'-0" 2'-0" A810

7'-0" REFRIG BT CHANGING CUBBIES BT TABLE BT 3'-6" 3'-6" GARBAGE BT 3'-2" 18 1/2" 18 1/2" 4'-0" F C6 A810

B1 INFANT CLASSROOM - 1 - NORTH B2 INFANT CLASSROOM - 1 - EAST B4 INFANT CLASSROOM - 1 - WEST A800 1/4" = 1'-0" A800 1/4" = 1'-0" A800 1/4" = 1'-0"

B1 B2 A810 A810

B4 A810 2'-0" PROVIDE PLAM CAP ON HALF WALL, TYP 1'-6" 1'-6" 2'-6" 7'-0" REFRIG BT 1/2" 25 1/2" 25 CHANGING 8" TABLE BT 4'-10" 4'-10" 3'-6" 2'-6"

GARBAGE 1/2" 25 1/2" 25 BT F 18 1/2" 18 1/2" 18 1/2" 18 1/2" 3'-0" 3'-0" 4'-0"

C1 INFANT CLASSROOM - 3 - EAST C2 INFANT CLASSROOM - 3 - SOUTH C3 INFANT CLASSROOM - 3 - WEST A800 1/4" = 1'-0" A800 1/4" = 1'-0" A800 1/4" = 1'-0"

B2 A810 B2 A810

7'-0" 7'-0" REFRIG BT

GARBAGE BT 4'-0" DISHWASHER 4'-0" BT

D1 3 YEAR OLD CLASSROOM - 21 - EAST D2 3 YEAR OLD CLASSROOM - 23 - NORTH D3 3 YEAR OLD CLASSROOM - 23 - SOUTH A800 1/4" = 1'-0" A800 1/4" = 1'-0" A800 1/4" = 1'-0" Stonewood Village, Yorktown Building Yorktown Village, Stonewood 53045 WI Brookfield, Dr, Capitol W 17700 ABC PRESCHOOL & DAYCARE RENOVATION DAYCARE & PRESCHOOL ABC

Revisions \160165_Central 2016_mraysich.rvt \160165_Central

Drawn By: MLR VERIFY WITH TENANT IF CHILD HEIGHT TOILET IS Date: REQUIRED MOUNTED AT CHILD'S HEIGHT 11/22/16 SEE A1/A800 FOR SEE A1/A800 FOR SEE A1/A800 FOR TYPICAL GRAB BARS & SEE A1/A800 FOR TYPICAL GRAB BARS & TYPICAL GRAB BARS & MOUNTING HEIGHTS TYPICAL GRAB BARS & MOUNTING HEIGHTS MOUNTING HEIGHTS 2'-6" MOUNTING HEIGHTS 1'-8" 1'-8" Job No.: 3'-8" 160165-02

11/22/2016 9:52:01 AM 9:52:01 11/22/2016 Files Project RVT\Local C:\PRA Sheet No.: TLT - - NORTH TLT - 22 - NORTH TLT - 22- EAST E1 E2 TLT - - EAST E3 E4 A800 1/4" = 1'-0" A800 1/4" = 1'-0" A800 1/4" = 1'-0" A800 1/4" = 1'-0" NOTFOR CONSTRUCTION © Plunkett Raysich Architects,LLP A800 6"

CLOSED OPEN

SEE ELEVATIONS FOR SEE ELEVATIONS FOR SIDE & COUNTERTOP & CASEWORK BACK SPLASH LOCATIONS MATERIAL ROLLER GUIDE STRIP FACE OF SOFFIT OVER FRONT STAY ROLLERS AT FLOOR OF CABINET. SEE REFL. WOOD SCREWS W/ CHROMED CEILING PLAN FOR EXTENTS. FINISHING WASHERS (TYP) 4" x 1/4" WOOD TRIM AT JAMBS DOOR PULL 2" GUIDE BLOCK AT FLOOR

A6 BARN DOOR - JAMB A810 3" = 1'-0" CONT WOOD BLOCKING CONT WOOD BLOCKING BETWEEN WALL STUDS CONTINUOUS TOP ACROSS

BETWEEN WALL STUDS, TYP 1" (2) ADJUSTABLE SHELVES ALL 3 -BASES

(5) ADJUSTABLE SHELVES WOOD SCREWS W/ CHROMED HEADER PER STEEL STUD 1'-0" FINISHING WASHERS, TYP SUPPLIER REQUIREMENTS. CLEAR CONTINUOUS 6x6 WOOD SEE FLOOR PLANS FOR SINK BLOCKING AND FAUCET LOCATIONS

2'-1 1/2" 2'-1 FLAT TRACK HANGERS 4" 1 1/2" 1 SINGLE COVE COUNTERTOP SEE ELEVATIONS SEE 5" PROVIDE FIXED DRAWER 4'-9" SPACER BRACKET W/ 1/2" FRONT AT SINK BASE FINISH ALL EXPOSED FIXED SHELF FASTENERS AT 12" OC CABINETS ADJUSTABLE SHELF AT NON - SURFACES SINK LOCATIONS FLAT TRACK

BENCH 1/2" 3

4" 7" 1'-4" 2'-1" 1" 1x4 WOOD CASING,

SEE ELEVS SEE ELEVS SEE ELEVS SEE CONT WOOD BLOCKING BOTH SIDES BETWEEN STUDS 1/2" NOTE: FOR OPEN SHELF 1" 2" 1 1/2" CONFIGURATION, DELETE 1'-4" DOORS. 10"1/2" 1

4" ANCHOR SCREWS W/ 4" 3" 3" 3" 1" RADIUS 1" 1x8 WOOD JAMB AND 3" 1" CHROMED FINISHING 2'-0" BASE 3" LEFT END INTERMEDIATE SIDE SCHEDULED BASE HEAD CASING, SCHEDULED BASE 2'-0" WASHERS RIGHT END, 2'-0" 6" x 1/4" WOOD TRIM AT HEAD OPP B1 BASE & UPPER CABINET (243630) B2 FULL HEIGHT CABINET B3 BENCH AND BENCH BRACKETS B4 CARSEAT CABINET A810 3/4" = 1'-0" A810 3/4" = 1'-0" A810 3/4" = 1'-0" A810 3/4" = 1'-0"

B6 BARN DOOR - HEAD A810 3" = 1'-0"

JAMB TRIM (BEYOND) 4" x 1/4" WOOD TRIM AT BASE GUIDE CHANNEL METAL GUIDE ROLLER STRIP STAY ROLLER FLOOR FINISH

GUIDE BLOCK SOUND SEAL

C6 BARN DOOR - SILL A810 3" = 1'-0"

HEAD SIMILAR SEE PLANS FOR WALL TYPE/SIZE

FULL SOUND ATTENUATING BATT INSULATION IF CALLED FOR IN WALL TYPE

DOUBLE WOOD STUDS @ JAMBS

1x WOOD CASING 1/2" 1x WOOD FRAME

1/2" WOOD STOP

1 1/2" 2" 0"

D1 WD FRAME JAMB @ WD STUD PARTITION_1 A810 3" = 1'-0" Stonewood Village, Yorktown Building Yorktown Village, Stonewood 53045 WI Brookfield, Dr, Capitol W 17700 ABC PRESCHOOL & DAYCARE RENOVATION DAYCARE & PRESCHOOL ABC

Revisions

REFER TO PLANS FOR RATING LOCATIONS REFER TO INTERIOR PARTITION SCHEDULE FOR WALL CONFIGURATION REFER TO INTERIOR PARTITION SCHEDULE FOR WALL CONFIGURATION, STC AND UL RATINGS SEE PLANS FOR WALL TYPE SEE PLANS FOR SEE PLANS FOR WALL TYPE \160165_Central 2016_mraysich.rvt \160165_Central WALL TYPE HEAD 1/2" BOTTOM OF STRUCTURE

HEAD 1/2" HEAD BOTTOM OF STRUCTURE DOUBLE STEEL STUD AT TOP OF WALL CONT SEALANT, EACH SIDE 2x WOOD TOP PLATE CONT FIRE RESISTANT 2x WOOD TOP PLATE LINE OF WALL SEALANT, EACH SIDE. (WHERE 1 HR RATED CONSTRUCTION IS Drawn By: INDICATED ON PLANS) (1) LAYER, 5/8" GYPSUM GYPSUM BOARD BOARD, EACH SIDE GYPSUM BOARD, EACH SIDE MLR PLAN

3'-6" NTS 3'-6" Date: PLAN PLAN STEEL STUDS @ 16" OC 2x WOOD STUDS 2x WOOD STUDS 11/22/16 CONT FIRE RESISTANT SEALANT, EACH SIDE. (WHERE 1 HR RATED CONSTRUCTION IS Job No.: INDICATED ON PLANS) 2x WOOD BOTTOM PLATE STEEL RUNNER 2x WOOD BOTTOM PLATE CONT SEALANT 160165-02 BASE CONT SEALANT, EACH SIDE

11/22/2016 9:50:26 AM 9:50:26 11/22/2016 Files Project RVT\Local C:\PRA BASE BASE 1/2"

1/2" Sheet No.: 1/2"

E1 (D SERIES) INTERIOR PARTITION E2 (J SERIES) INTERIOR FURRING E3 LOW PARTITION A810 1 1/2" = 1'-0" A810 1 1/2" = 1'-0" A810 1 1/2" = 1'-0"

NOTFOR CONSTRUCTION © Plunkett Raysich Architects,LLP A810 SCHEDULE - ABBREVIATIONS SCHEDULE - ABBREVIATIONS SCHEDULE - ABBREVIATIONS SCHEDULE - ROOM FINISHES Wall Finish Ceiling Level Room Number Room Name Floor Finish Base Finish North East South West Type Finish Comments Rev A AIR (MEDICAL) VT VINYL TILE AC ACOUSTICAL CEILING MAS MASONRY LOWER LEVEL ACM ALUMINUM COMPOSITE MATERIAL, ASBESTOS CONTAINING MATERIAL MAX MAXIMUM W WIDTH OR WIDE LOWER LEVEL LL1 EXISTING MECHANICAL ------ADA AMERICANS WITH DISABILITIES ACT MBD MARKER BOARD W/ WITH LOWER LEVEL LL2 LARGE MOTOR ROOM RUBBER/ VINYL RB PA PA PA PA GYP PA ADH ADHESIVE MBL MARBLE W/O WITHOUT LOWER LEVEL LL3 EXISTING CLOSET - - - AFF ABOVE FINISHED FLOOR MECH MECHANICAL WC WALL COVERING LOWER LEVEL LL4 EXISTING TLT - - - AHU AIR HANDLING UNIT MEZZ MEZZANINE WD WOOD LOWER LEVEL LL5 EXISTING TLT - - - ALT ALTERNATE MFR MANUFACTURER WDW WINDOW LOWER LEVEL LL6 LAUNDRY - - PA PA PA PA - PA ALUM ALUMINUM MG MONOLITHIC FLOAT GLASS WDWK WOOD WORK ANOD ANODIZED MICRO MICROWAVE WF WIDE FLANGE FIRST FLOOR ATTD ATTACHED MIN MINIMUM, MINUTE WLHG WALLHUNG FIRST FLOOR 1 INFANT CLASSROOM WD - PA PA PA PA - PA AWP ACOUSTICAL WALL PANEL MISC MISCELLANEOUS WRC WARDROBE CABINET FIRST FLOOR 2 NAP WD - PA PA PA PA - PA MJT MOVEMENT JOINT WSCT WAINSCOT FIRST FLOOR 3 INFANT CLASSROOM WD - PA PA PA PA - PA B BASE MLAM METAL LAMINATE WWF WELDED WIRE FABRIC FIRST FLOOR 4 NAP WD - PA PA PA PA - PA B/ BOTTOM OF MO MASONRY OPENING WWR WELDED WIRE REINFORCEMENT FIRST FLOOR 5 STORAGE WD - PA PA PA PA - PA BB BULLETIN BOARD MTD MOUNTED FIRST FLOOR 6 TLT TILE - PA PA PA PA - PA BD BOARD MTL METAL [ CHANNEL FIRST FLOOR 7 STAFF WORKROOM/ WD - PA PA PA PA - PA BF BARRIER FREE L ANGLE OFFICE BL BLINDS, BORROWED LITE NA NOT APPLICABLE FIRST FLOOR 8 HALLWAY WD - PA PA PA PA - PA BLDG BUILDING NC NURSE CALL STATION FIRST FLOOR 9 VESTIBULE WD - PA PA PA PA - PA BLKG BLOCKING NIC NOT IN CONTRACT FIRST FLOOR S3 STAIR ------BM BEAM OR BENCH MARK NO NUMBER FIRST FLOOR S4 STAIR ------BOT BOTTOM NOM NOMINAL BR BRICK NTS NOT TO SCALE SECOND FLOOR BRG BEARING SECOND FLOOR 20 HALLWAY CARPET RB PA PA PA PA GYP PA BSMT BASEMENT O OXYGEN ABBREVIATED SPECIFICATIONS SECOND FLOOR 21 3 YEAR OLD CARPET/ VINYL RB PA PA PA PA GYP PA BTWN BETWEEN OC ON CENTER SECOND FLOOR 22 TLT TILE TILE PA PA PA PA GYP PA OD OUTSIDE DIAMETER SECOND FLOOR 23 3 YEAR OLD CARPET/ VINYL RB PA PA PA PA GYP PA CONDITIONS OF CONTRACT C CARPET OHD OVERHEAD DOOR SECOND FLOOR 24 EXST TLT - - PA PA PA PA GYP PA CAB CABINET OPNG OPENING Requirements of Articles 1 through 14 of the General Conditions of the Contract for Construction, AIA Document A201, 1997 SECOND FLOOR 25 STAFF LOUNGE - - PA PA PA PA GYP PA CB CATCH BASIN OPP OPPOSITE Edition, are hereby made part of the Contract Documents as if herein written in full. SECOND FLOOR S1 STAIR 1 - - PA PA PA PA - - CBD CHALK BOARD SECOND FLOOR S2 STAIR 2 - - PA PA PA PA - - CC CUBICLE CURTAIN PA PAINT PROJECT REQUIREMENTS CG CORNER GUARD PAD PAINT, DRYFALL CJ CONTROL JOINT PAE PAINT WITH EGGSHELL FINISH Use Owner's existing utility services for construction work. CL CENTER LINE PAF PAINT WITH FLAT FINISH CLG CEILING PART PARTITION Provide construction testing by an Independent testing agency engaged and paid for by General Contractor. CLOS CLOSET PAS PAINT WITH SEMI-GLOSS FINISH CLR CLEAR PASS PASSAGE ROOM FINISH SCHEDULE GENERAL NOTES: CMPT COMPARTMENT PAT PAINT WITH SATIN FINISH Submit electronic copies of shop drawings, product data and warranties, and two (2) representative units for samples. Unless CMU CONCRETE MASONRY UNIT PAX PAINT, EPOXY noted otherwise, provide a minimum one -year warranty covering all parts and labor. ALL DOORS, FRAMES AND MISC. METAL TO BE PAINTED. COL COLUMN PBD PARTICLE BOARD ALL SILLS TO BE PLAM COMM COMMUNICATION PC PRE-CAST GENERAL PROJECT NOTES ALL FACES AND UNDERSIDES OF SOFFITS TO BE PAINTED CONC CONCRETE PE POURED EPOXY Dimensions on Drawings: Gypsum Board dimensions are face to face finish dimensions, excluding separately applied PAINT ALL MISC. METAL/GRILLES, ETC. TO MATCH PAINT OF ADJACENT WALL. CONF CONFERENCE PERP PERPENDICULAR surfaces, such as ceramic tile, wall carpet, decorative paneling or cork board. ALL INTERIOR METAL HANDRAILS TO BE PAINTED , UNO CONT CONTINUOUS PG PATTERNED GLASS CONTR CONTRACTOR PL PLATE General Contractor shall review and coordinate all plumbing, fire protection, mechanical and electrical work along with existing CORR CORRIDOR PLAM PLASTIC LAMINATE CR CRASH RAIL, CARD READER PLAS PLASTER conditions for location and extent of work required. All contractors shall coordinate their work with General Contractor and CRK CORK (FLOORING) PLBG PLUMBING each other prior to ordering materials and installation. CS COMPUTER STATION PLYWD PLYWOOD CT CERAMIC TILE PP PUSH PLATE (BARRIER FREE DOOR ACTIVATOR) General Contractor shall provide all openings required for plumbing, fire protection, HVAC, electrical and other mechanical CTR CENTER OR COUNTER PPT PARAPET work, equipment or construction specialties in walls, floors, roofs or ceilings greater than 6" in diameter. CTSK COUNTERSUNK PS PROJECTION SCREEN Door Schedule CUB CUBICLE PSF POUNDS PER SQUARE FOOT Locate changes in floor finish materials at the centerline of doors unless otherwise noted. CUH CABINET UNIT HEATER PT PRESERVATIVE TREATED OR PORCELAIN TILE Door Frame CURT CURTAIN PTD PAPER TOWEL DISPENSER Size PTM PATCH TO MATCH Seal all openings through fire -rated or smoke -rated construction (floors or walls) with appropriate products and materials to Door Number Room # Room Name Panel A Width Panel B Width Height Type Material Finish Glass Frame Type Material Finish Assembly Rating Rev DBL DOUBLE PTS PNEUMATIC TUBE STATION maintain the required fire rating. DEFS DIRECT-APPLIED EXTERIOR FINISH SYSTEM PU POURED URETHANE FIRST FLOOR DF DRINKING FOUNTAIN Provide leveling and patching compounds as recommended by finish flooring manufacturer for filling small cracks, holes, 1 3 INFANT CLASSROOM 4'-0" 7'-0" F WD PA - WD3 WD PA DIA DIAMETER QT QUARRY TILE depressions and for leveling subfloors. Level new or existing floors that vary more than one quarter inch (1/4") in ten feet (10'). 3 3 INFANT CLASSROOM 3'-0" 7'-0" F1 WD PA - WD1 WD PA 45 DIAG DIAGONAL QTZ QUARTZ SURFACING MATERIAL 5 5 STORAGE 3'-4" 7'-0" F1 WD PA - WD1 WD PA DIM DIMENSION Provide fire -retardant treated wood blocking wall reinforcement for architectural woodwork items, equipment provided by 6 6 TLT 3'-0" 7'-0" F1 WD PA - WD1 WD PA DN DOWN R RISER, RADIUS Contractors or Owner and other work requiring wall support. Coordinate all locations, sizes and required reinforcements with 7 7 STAFF WORKROOM/ OFFICE 3'-0" 7'-0" F1 WD PA - WD1 WD PA 8 8 HALLWAY 3'-0" 7'-0" F1 WD PA - WD1 WD PA 45 DP DEPTH OR DEEP RAF RESILIENT ATHLETIC FLOORING other contractors and suppliers. Anchoring to studs is not acceptable. DR DOOR RB RESILIENT BASE DS DOWNSPOUT RBR RUBBER, RUBBER FLOORING LOWER LEVEL DTL DETAIL RD ROOF DRAIN Notify Architect of any plan dimension variations greater than 2". LL6 LL6 LAUNDRY 3'-0" 7'-0" F1 WD PA - WD1 WD PA 45 DWG DRAWING REF REFRIGERATOR DWL DOWEL REINF REINFORCED RENOVATION, ALTERATION OR ADDITION : SECOND FLOOR REQD REQUIRED Information pertaining to existing conditions is shown based on available records and collected with reasonable care. The 20.1 20 HALLWAY 2'-8" 7'-0" F1 WD PA - WD1 WD PA EA EACH REV REVISION Architect does not assume any expressed or implied guarantee that conditions so indicated are entirely complete, correct and 21 21 3 YEAR OLD 4'-0" 7'-0" F WD PA - WD3 WD PA EIFS EXTERIOR INSULATION AND FINISH SYSTEM RF RESILIENT FLOORING representative of those actually existing. All Contractors/ Subcontractors shall satisfy themselves as to existing job conditions 21.1 21 3 YEAR OLD 2'-6" 2'-6" 7'-0" F WD PA - - WD PA EJ EXPANSION JOINT RFG ROOFING prior to fabrication and construction. Field verify all dimensions at the project site. 21.2 21 3 YEAR OLD 3'-4" 7'-0" F1 WD PA - WD1 WD PA EL ELEVATION RM ROOM 22 22 TLT 3'-0" 7'-0" F1 WD PA - WD1 WD PA ELEC ELECTRICAL RO ROUGH OPENING, REVERSE OSMOSIS 23 23 3 YEAR OLD 3'-4" 7'-0" F1 WD PA - WD1 WD PA 45 ELEV ELEVATOR RST RESILIENT STAIR TREAD Repair vapor barriers & insulation where electrical / data outlets are added to existing exterior walls. Finish wall to match 23.1 23 3 YEAR OLD 2'-6" 2'-6" 7'-0" F WD PA - - WD PA EMBD ELECTRONIC MARKER BOARD RT RESILIENT TILE adjacent surfaces. EP ELECTRICAL PANEL RTU ROOFTOP UNIT EQ EQUAL Repair all existing partitions, walls, or columns that are out of plumb to a continuous straight, plumb and true surface within ETR EXISTING TO REMAIN S SWITCH individual rooms. Bring variance by more than 2” to the attention of Architect. EW EYE WASH SC SPECIAL COATING EWC ELECTRIC WATER COOLER SCHD SCHEDULE Patch all abandoned openings in existing roofing material to a watertight seal to match existing. EWH ELECTRIC WALL HEATER SCONC SEALED CONCRETE EXP EXPOSED SD SOAP DISPENSER EXT EXTERIOR SG SPANDREL GLASS Patch existing finishes and materials that are damaged or disturbed during construction to match existing adjacent finishes. If EXTG EXISTING SGT STRUCTURAL GLAZED TILE original existing finish is no longer available, a similar finish, as approved by Architect, may be substituted at no additional cost SHT SHEET to Owner. F FILLER SIM SIMILAR FAB FABRIC SL SLATE Patch existing finishes and materials as required due to relocation or removal of existing plumbing, fire protection, mechanical FB FACE BRICK SLD SOLID SURFACING MATERIAL and electrical equipment, fixtures, outlets and other items. Review plumbing, fire protection, mechanical, and electrical FD FLOOR DRAIN SM SHEET METAL drawings for extents. FE FIRE EXTINGUISHER (BRACKET MTD.) SND/D SANITARY NAPKIN DISPENSER/DISPOSAL UNIT FER FIRE EXTINGUISHER IN (RECESSED CAB.) SPG SPECIALTY GLASS FES FIRE EXTINGUISHER IN (SURFACE MTD. CAB.) SQ SQUARE FESR FIRE EXTINGUISHER IN (SEMI-RECESSED CAB.) SS STAINLESS STEEL FF FACTORY FINISH, FINISH FLOOR ST STONE ARCHITECTURAL SPECIFICATIONS 07 84 00 - FIRESTOPPING : Provide appropriate UL listed firestopping systems as suitable for the application required by FG FIRE RATED SAFETY GLASS STC STORAGE CABINET 02 07 00 - DEMOLITION : Provide selective demolition work indicated on drawings. Remove salvage and protect Specified Technologies Inc, STI. Maintain barrier and structural floor fire resistance ratings, including resistance to the FHC FIRE HOSE CABINET STCONC STAINED CONCRETE items of use to Owner. Verify extent of items to be salvaged at time of removal. Remove and properly dispose of passage of cold smoke, at all penetrations, connections to other surfaces or types of construction, separations required to DOOR HARDWARE GRAPHIC FIN FINISH(ED) STD STANDARD all material so indicated. Do not interrupt existing utilities serving occupied facilities unless scheduled and approved permit building movement or sound or vibration absorption and at other construction gaps. Provide labels identifying FL FLUSH STL STEEL by Building Owner three days in advance. Cooperate with Owner's contractor for the removal of hazardous firestopping systems. FLR FLOOR STN STAIN FRAME HEAD RABBET FLRG FLOORING STOR STORAGE materials, if encountered. 07 92 00 - SEALANTS : Provide joint sealers recommended by manufacturer suitable for the application indicated. Submit 2 3/4" TO CL BACKSET COMMERCIAL FLSHG FLASHING STRUCT STRUCTURE OR STRUCTURAL 7" TO BACKSET HOSPITAL PATIENT ROOMS FM FLOOR MAT SUSP SUSPENDED manufacturer's data attesting that their products are suitable for the application required. FND FOUNDATION SV SHEET VINYL CL DEADLOCK STRIKE FR FRAME CL HOSPITAL ARM PULL FRP FIBERGLASS REINFORCED PLASTIC T TREAD . (LOWER BASE) AND PUSH PLATE FRT FIRE RETARDANT TREATED T & G TONGUE AND GROOVE 06 10 00 - ROUGH CARPENTRY : Provide fire -retardant -treated (interior Type B) wood grounds, nailers, blocking and plywood 08 14 15 - FLUSH WOOD DOORS : Provide 5 -ply solid core wood doors with wood veneer faces and matching stiles. Veneer FTG FOOTING T/ TOP OF panels as required for wall reinforcement for anchoring architectural woodwork items, equipment provided by Contractor or species, match, assembly, and finish to match existing doors (verify). Doors to be manufactured by Eggers, VT Industries, Algoma CL PUSH BAR & PULL FV FILM VIEWER, FIELD VERIFY TB TACK BOARD Owner and other items requiring wall support. Coordinate all locations, sizes and required reinforcements with other Hardwoods or approved equal. Provide warranty. Comply with requirements of NFPA 80 for rated doors CL STRIKE FOR KNOB

TEL TELEPHONE HEIGHT DOOR NET 4'-0" 3'-9" LOCKS, HANDLE SETS, Contractors and suppliers. 3'-6"

GA GAUGE TEMP TEMPERED OR TEMPORARY 1/2" 3'-4 ROLLER LATCHES & EXIT GALV GALVANIZED TER TERRAZZO 08 71 00 - DOOR HARDWARE : Locks, latches, hinges, closers and trim units shall be verified with tenant. Verify locking & DEVICES GB GRAB BAR TH THICK(NESS) 06 20 00 - FINISH CARPENTRY : Provide fire treated standing and running trim for transparent finish of plain sliced oak solid keying with Owner before installation. All hardware shall be a US26D finish (dull chrome or stainless steel). Door Hinges: Stanley GR GROUT TLT TOILET lumber stock in profiles shown. Comply with AWPA c27. Grade to be premium. For exposed lumber indicated to receive a #179 (5") and #179BB (5"). Lockset/Latchset: Sargent 10 Line bored without keyway. BOTTOM OF FRAME GRAN GRANITE TOB TOP OF BEAM transparent finish, mark end or back of each piece or provide certificates of treatment compliance issued by inspection agency. 1'-1"MAX. EQ EQ 1'-0"MAX. GYP GYPSUM TOD TOP OF DECK Provide fasteners and anchorage required to complete installation. Field verify all dimensions prior to fabrication to insure 09 29 00 - GYPSUM BOARD ASSEMBLIES : Provide gypsum board and wood framing supports for walls including all related TOF TOP OF FOOTING proper fit. Provide laminate countertops with triple cove with seamless joint between counter and backsplash. Minimum grade materials; sound attenuating blankets, acoustical sealant, laminating adhesive, and joint compound to complete systems H HEIGHT (HIGH) TOJ TOP OF JOIST to be .050” thick for countertops and .028” on cabinet surfaces. All work shall comply with "AWI" quality standards. Extent of indicated. Gypsum board ASTM C36 Type X (5/8") unless indicated otherwise. Sound attenuating blankets to be ASTM C665, HB HOSE BIBB TOM TOP OF MASONRY work is indicated on drawings. Type 1, Class 25 flame spread, full thickness of cavity. HD HAIR DRYER, HAND DRYER, HEAD OR HARD TOS TOP OF SLAB OR TOP OF STEEL HDWR HARDWARE TOW TOP OF WALL Stonewood Village, Yorktown Building Yorktown Village, Stonewood 53045 WI Brookfield, Dr, Capitol W 17700 ABC PRESCHOOL & DAYCARE RENOVATION DAYCARE & PRESCHOOL ABC HORIZ HORIZONTAL TP TOILET PARTITION 06 40 00 - ARCHITECTURAL WOODWORK : Provide plastic laminate faced cabinets and countertops as indicated on HPC HIGH PERFORMANCE COATING TPG TOPPING drawings. All cabinets and countertops shall comply with AWI Section 400, custom grade, flush overlay construction with HR HOUR TPH TOILET PAPER HOLDER melamine interiors. Field verify all dimensions prior to fabrication to insure proper fit. Provide laminate countertops with single 09 65 00 - RESILIENT FLOORING : Wall base shall comply with FS SS W40A Type II with matching end stops and preformed or Revisions HSS HOLLOW STRUCTURAL SECTION TS TUBING, STRUCTURAL OR TRANSITION STRIP cove with seamless joint between counter and backsplash. Minimum grade to be .050” thick for countertops and .028” on molded corners. Provide resilient base at all casework. Adhere base in compliance with manufacturer's recommendations. HVAC HEATING, VENTILATING, AIR CONDITIONING TV TELEVISION OR TV OUTLET cabinet surfaces. Provide plastic laminate countertops where indicated and install in strict compliance with manufacturer's Provide sheet vinyl flooring in color and pattern as selected. Lay sheet flooring to provide as few seams as possible. Match TWC TACKABLE WALL COVERING written instructions. edges for color shading and pattern and install in compliance with manufacturer's recommendations using heat sealing welding IBC INTERNATIONAL BUILDING CODE TYP TYPICAL Finishes: Exposed cabinet materials (inclusive of interior faces of doors): plastic laminate, type VGS. Colors, patterns, and thread produced by the flooring manufacturer. Color to match field unless noted otherwise. Protect floor against damage during ID INSIDE DIAMETER

\160165_Central 2016_mraysich.rvt \160165_Central finishes: to be chosen by tenant. Orient wood grained laminate in consistent direction for all casework components, including construction. IE INVERT ELEVATION UC UNDERCOUNTER OR CABINET door and drawer fronts, fillers and closure panels. Edge banding: rigid PVC extrusions, through color with satin finish, minimum IG INSULATING GLASS UCD UNDERCUT DOOR INSUL INSULATION UCL UNDERCABINET LIGHT 1.4 mm thick finish to match laminate. Semi -exposed cabinet materials: melamine -faced particleboard and melamine -faced 09 68 00 - CARPET : Provide carpeting as chosen by tenant. Material shall comply with surface burning characteristics of a flame INT INTERIOR UH UNIT HEATER plywood shelves. Concealed cabinet materials: plastic laminate, type BKL. Hardware: Hinges: Rockford IHP374 -26D. Pulls: spread of not more than 25, smoke development of not more than 50 per ASTM E84; smoke density rating with flame 15.4 IRWC IMPACT RESISTANT WALL COVERING UNEXC UNEXCAVATED solid stainless -steel or dull chrome -plated brass 4" wire pull. Adjustable shelf supports: KV #255NP standards & KV #256 zinc minimum, without flame 9.1 minimum; static resistance - 3.0 KV at 20% RH AT70 deg. F per AATCC134 75. Provide all required UNFIN UNFINISHED supports. Drawer slides: KV 1300 series, minimum 100 lb capacity, full -extension, self -closing, designed to prevent rebound accessories to enable a complete installation in conformance with manufacturer's written instructions. Provide 5% extra stock of JAN JANITOR UNO UNLESS NOTED OTHERWISE when drawers are closed, with nylon -tired, ball -bearing rollers. Drawer and cabinet locks: Medeco 60 Series cylindrical (cam) each carpet installed. Drawn By: JST JOIST type, 5 -pin tumbler, brass with chrome -plated finish. Provide a minimum of two keys per lock and six master keys. Provide K & JT JOINT V VINYL V #83 ANO Standards and K & V #180 ANO supports for wall -mounted shelving. 09 91 00 - PAINTING : Provide painting and finishing of interior exposed items and surfaces throughout the project - including MLR VAC VACUUM exposed electrical & utility cabinets. Colors TBD. Provide Sherwin Williams Super Paint semi -gloss as follows: Gypsum Board: KD KNOCKED-DOWN VAR VARIES KO KNOCK(ED)-OUT VCT VINYL COMPOSITION TILE Two coats finish (SW Super Paint semi -gloss); Stain and varnish wood: One coat wood stain Benjamin Moore Stays Clear semi - Date: KS KNEE SPACE VENT VENTILATOR gloss colored to a color chosen by tenant's formula, and two coats Stays Clear satin finish. Metal door frames: Factory applied KT KEYBOARD TRAY VERT VERTICAL primer, lightly sanded, Sherwin Williams Pro Classic semi -gloss latex. Provide extra stock of each color and type of one gallon. 11/22/16 VIF VERIFY IN FIELD ] LAB LABORATORY END OF SPECIFICATIONS LAM LAMINATE(D) Job No.: LAV LAVATORY LG LONG, LAMINATED GLASS 160165-02 LIN LINOLEUM LKR LOCKER 11/22/2016 9:50:26 AM 9:50:26 11/22/2016 Files Project RVT\Local C:\PRA Sheet No.: LL LEAD LINED LSJ LONG SPAN JOIST LT LIGHT

NOTFOR CONSTRUCTION © Plunkett Raysich Architects,LLP A890

REPORT OF THE DIRECTOR OF COMMUNITY DEVELOPMENT City Plan Commission February 13, 2017

Item 4 The Corridor Flex Site

Request of Deer Creek LLC, c/o Tom O’Merea, Irgens, 648 N. Plankinton Avenue, Milwaukee, WI for approval of a Certified Survey Map (C.S.M.) dividing the “flex site” of The Corridor, or the parcel located at Discovery Drive and Golf Parkway into two lots. The C.S.M. replaces a previously approved C.S.M. The request also includes approval of the second amendment to the Master Development Agreement for The Corridor relative to the construction of utilities for the “flex site”. The Corridor is a mixed use development located north of Interstate 94, south of Bluemound Road, west of Calhoun Road.

Report: 1.A revised CSM is required for the proposed medical office building site at the flex site at The Corridor. The CSM creates the MOB parcel with the balance of the flex site reserved for future use. There is no need to address the dedication of Golf Parkway associated with the medical office building. The required reciprocal access easements to the properties to the north and south of the site are referenced in the CSM but will be secured by separate instrument. Any extinguishment or alteration of these easements require City approvals. The easements must be recorded at the same time as the CSM. The owner and title company is responsible to insure this occurs.

2. The agreement amendment secures public utility construction.

Recommendation: Approve CSM and amendment to Agreement subject to recording of both and the associated cross easement documents with evidence of recording returned to City Clerk upon recording by title company. City Attorney to approve amendment as to form.

Staff Report – Item 4 February 13, 2017 Page 1

Amendment 2 to PLANNED DEVELOPMENT AGREEMENT "THE CORRIDOR" DEVELOPMENT

TIIIS AMENDMENT 2 TO PLANNED DEVELOPMENT AGREEMENT THE CORRIDOR DEVELOPMENT made this____day of 2017 ("AMENDMENT" ), by and between DEER CREEK DEVLOPMENT PARTNERS, LLC and DEER CREEK CORPORATION, collectively hereinafter called “DEVELOPER”, and the CITY OF BROOKFIELD, municipal corporation of the Sate of Wisconsin, located in Waukesha County, hereinafter called the “CITY”.

RECITALS:

WHEREAS, an AGREEMENT ( hereinafter referred to as "MASTER AGREEMENT") , entitled "PLANNED DEVELOPMENT AGREEMENT THE CORRIDOR DEVELOPMENT" by and between DEER CREEK DEVELOPMENT PARTNERS, LLC and DEER CREEK CORPORATION, collectively hereinafter called "DEVELOPER," and the CITY OF BROOKFIELD, a municipal corporation of the State of Wisconsin, located in Waukesha County, hereinafter called the "CITY" was signed May 22, 2015.

WHEREAS, the DEVELOPER submitted to, and obtained approval of, its "PDD/General Plan Submittal" dated September 2, 2014 and "Design Guidelines" dated September 2, 2014, as amended by CITY Ordinances 2393-14 and 2423-15 (collectively, the "CORRIDOR GENERAL PLAN") from the CITY Plan Commission on November 10, 2014 and July 13, 2015, respectively and the CITY'S Common Council on November 18, 2014 and July 21, 2015, respectively for the development of "The Corridor," an approximately 65 acre parcel bounded by Bluemound Road to the north, Calhoun to the east, Interstate 94 to the south and Brookfield Lakes Corporate Center to the west and an approximately 1.2 acre parcel to the east of Calhoun Road; and

WHEREAS, The Corridor lands (the "LAND") upon which the development is to be located is shown and described on Exhibit A attached hereto (the construction of the buildings and improvements within the development and the alterations and site improvements to the LAND are hereinafter referred to as the "PROJECT"); and

WHEREAS, the DEVELOPER submitted, and obtained approval of its Master Site Infrastructure submittal dated January 30, 2015 (collectively, the "MASTER PDD SPECIFIC PLAN") from the CITY Plan Commission for the PHASE I site improvements on March 9, 2015 and the CITY'S Common Council on April 7, 2015, subject to a number of conditions; and

WHEREAS, the DEVELOPER submitted, and obtained approval of PDD SPECIFIC PLAN, (the “PROJECT”) from the CITY Plan Commission for the construction of a two story medical office building on November 7, 2016 and the CITY'S Common Council on November 15, 2016, subject to a number of conditions as documented in the set of Plan Commission meeting minutes dated November 7, 2016, a copy incorporated herein as Exhibit B; and,

WHEREAS, the land upon which the PROJECT will be constructed is a portion of the LAND called the “Flex Site” as described in Exhibit C, a copy incorporated herein.

NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the DEVELOPER does hereby agree to develop the PROJECT as follows and as otherwise regulated by CITY ordinances and all laws and regulations governing said development, and the parties hereto agree that certain sections of the MASTER AGREEMENT are amended as enumerated and as stated below:

SECTION I. PHASE I SITE IMPROVEMENTS

1. (Section 13 in MASTER AGREEMENT). 13. Sanitary Sewer. The requirements for the construction of sanitary sewer servicing the PROJECT on lands described in Exhibit C shall be: (Natalie insert)

2. (Section 14 in MASTER AGREEMENT). 14. WATER SERVICE. The requirements for the construction of water servicing the PROJECT on lands described in Exhibit C shall be: (Natalie insert)

3. (Section 21 in MASTER AGREEMENT). APPLICABLE FEES, ASSESSMENTS AND DEPOSITS. In addition to the fees, assessments and deposits set forth in Exhibit B, DEVELOPER shall pay the CITY in relation to this AMENDMENT a total of $370 amended agreement fee.

4. APPLICABLE LAW. This AMENDMENT and any interpretation thereof shall be interpreted under the laws and in the courts of the State of Wisconsin.

5. SEVERABILITY. In the event any of the terms and provisions of this AMENDMENT are unenforceable, then the remainder of this AMENDMENT and the MASTER AGREEMENT or the application of such term or provision to persons or circumstances other than to which it is invalid or unenforceable shall not be affected thereby and each term and provision of this AMENDMENT and the MASTER AGREEMENT shall be valid and shall be enforced to the extent permitted by law.

6. AUTHORITY. Each of the individuals and officers who have executed this AMENDMENT represent and warrant that he or she is duly authorized to execute this AMENDMENT on behalf of the CITY or DEVELOPER, as the case may be, and that all action necessary for said party to so execute and perform the terms of this AMENDMENT have been duly taken by said party and that no other signature and/or authorization is necessary for such party to enter into and perform the terms of this AMENDMENT.

7. NO PRESUMPTION. This AMENDMENT shall be interpreted and construed only by the contents hereof and there shall be no presumption or standard of construction in favor of or against any party. This AMENDMENT does not affect or amend any sections of the MASTER AGREEMENT except as specifically noted above.

This AMENDMENT is binding upon the heirs, personal representatives,

successors and assigns of both parties. IN WITNESS WHEREOF,

DEVELOPER and CITY have caused this AMENDMENT to be signed in two

original counterparts the day and year first above written.

CERTIFIED SURVEY MAP NO.

Being a re-division of that part of Lot 3 of Certified Survey Map No. 11346, being in the Southwest % and Southeasl/¿ ofthe Southeasl/¿of Section 28, and the Northeast % tr and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 NE COR. SE 1/4 sEc. 28-7-20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin VtCtNtTy MAp -T ì

NW.SE NE-SE

SE l4 SEC. 28- -20 SEE SHEETS 2 - 5 FOR LOT AND EASEMENT DETAILS SE-SE SEE SHEET 7 FOR LINE & CURVE TABLES SW-SE cô (o$ (o lor L c\t c.s.M.#11310 ul NW-NE CO N90'00'00"8 574.73' 66.00' ñ iqu dl o ILOI toT 2 O L ol NE 114 U) U) t^ 154,643 SQ. FT s..M. - >l Ø SEC. 7-20 o l-i 3.550 AC. q tl '=c) c{ lggc O) (o uJl (ú SW-NE SE-NE f.- t- !oL 3. ó c.s.M.#1 1346 s >l E N I 1 t- LrJ ol .;E tr) ¡ (o @ ol ci -: o r.rl ö øl SCALE: 1" = 2000' U) -t * I =N ol U) 72.13' lrl ! ò 0'36'47"W u) NE. COR. Lll I ô s0" 10'12"E 36.36' NE. 1/4 z z s89" 39',52"W 6.45', SEC. I T.7N., = LOT 1 u.i c.s.M.#99s3 I s0" 17'28"8 42.17' I B-[Ui -s s0'50'34"E I --'-'-'-g.q-tE ol s-s--z-2-or.r-¡ìõ"-st'zf E,-zair]sl OLF PKWY RMwidth t -1¿W*-'dtñ-u.ñ.1 çl N89" 393.69' N lcol 58'38"E dl*l l N89" 57'27"E 54.12', Èløil s4 gO) LOT 1 s84" 34'22"8 1 ctl ocO 1,397,777 SQ. FT s76" 14' 53"8 77.44', f-- 32.089 AC. è C\¡ cq Ft IJJ F.- s13'45'07"W 3.01 (os q O) -¡ co ro N90'00'00'E 1.66' c\¡ citl lo s\ o) F- õo Cf) N øtl N 5\ IJJ o @ zti g] F rf) g) s õ.J =lr N c\¡ otl o + tor !. N c! c.s.M.#11346 -tl F- Ø Jh

!or L c.s.M.#113 46 LEGEND & NOTES: \ r . FOUND 3/4" DIAM. REBAR UNLESS OTHERWISE NOTED. o SET 3/4' DIAM. REBAR, 18" LONG WEIGHING 1.50 LBS/LIN. FT UNLESS OTHERWISE NOTED, SEE SHEETS 2 - 7. t E coNcRETE MoNUMENT wrrH sEWRpc BRASs cAp SE COR. NE 1/ñr-' sEc. 33-7-20

1) COORDTNATES & BEARTNGS REFERENCED TO THE EAST L|NE OF THE SE 1/4 OF SEC.28-7-20 ASSUMED TO BEAR SO'07'31"E, AS PUBLISHED BY SEWRPC, NAD 1927.

2) PARENTHESES tND|CATE RECORD BEARTNGS AND/OR DTSTANCES.

3) OWNER: DEER CREEK DEVELOPMENT PARTNERS, LLC. 648 N. PLANKINTON DRIVE, SUITE 2OO MILWAUKEE, WI 53203

4) TAX KEY NO.: BRC TAX KEY NO.: 1120-975-008 GRAPHIC SCALE 500' 5) DISTANCES MEASURED TO THE NEAREST O.O1'. ANGLES MEASURED TOTHE NEAREST 01'

6) THE FOLLOWING FEES ARE DUE PRIOR TO ISSUANCE OF BUILDING PERMITS FOR EACH NEW LOT: PARKLAND FË8. WETLAND PRESERVATION FEE AND BIKEWAY FEE. Shêêt 1 of 1 0 pRoJEcr #i3997 DRAFTED 1-2r-16 REV. 1-06¡7 By BA.BA M. *o^r= CERTIFIED SURVEY MAP NO. Being a re-division of that part of Lot 3 of Certified Survey Map No. 11346, being in the Southwest/¿ and Southeast % of the Southeast % of Section 28, and the Northeast % and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin

-l I I LOI 9 I I c..g. M.#11q1q I I 50' I I I I Existing Amendment to 30'to 50'Wide Municipal Utility I N90'00'00'w Easement with rights granted to the City of Brookfield SEE DETAIL 28.88' per Document #4169163

I L

00'00'E 574.73'

ttì,'c63 llrìl, úl Existing 20'wide We Energies ol 4.00' t 19.40' Electric Easement Doc. #4177 367 >t?' a o(t.g o co I oq I òt ut9 (,rô I s 02' )l-c Âl I 5.86' olp ul 1 ot¿ o ul o o N0'00'00'E ol o o ¡la -l o õ DETAIL 6.17' ol Õ o z o SGALE: l" = lO' N45'00'00'E s0' 10'08'E U) lol I 5.66' 39.99' c..s..u.#11349. N90'00' s89" 59' 'l 23. N90'00'00"E '165.42', s65'53'03'E 7.76'. N90" 00'00"E 360.30' s0'00'00'E 35.00' 00'00"w N0" 24.00' 01'30"E 1 3.00' r 9.40' N90'00'001 / s89'48'01'\^/ 15.21' 70. N0'00'00'E 12.99' N76" 06'48"W L- 30.22', s90'00'00"w 1 00.04' rol PRIVATE CROSS ACCESS DETAIL EASEMENTS WITH RIGHTS -lól(Y) SGALE: 1" 20' Fl- = GRANTED BY SEPARATE ol a¡tl DOCUMENT (hatched) rl 1t ì t r-l j a 1 fl a I s10" 36'47'W cn 73"¡ ol õ I _s____ 72.13', CJ I o I I G a !J- s0" 10'12'E ì : 36.36', a -tlO 30' a s89'39'52'W l a 6.45' r (rie) a 00'02'w SEE oe*arl 8.30' s0' 17'28'E lr 42.17', atf.' a 1 I I ¡ GO!E

74, ![WY t1 (R/W width varies) l¡ 14' ¡h- #

(Easement) s89'58'38nV 458.94' N0'50' 8.00'

SEE SHEET 7 FOR LINE & CURVE TABLES

C.S.M. SUBJECT TO PLANNED DEVELOPMENT AGREEMENT THE CORR¡DOR DOCUMENT 4143512 & DECLARATION OF COVENANTS, RESERVATIONS, RESTRICTIONS AND EASEMENTS FOR THE CORRIDOR DOCUMENT 4157523.

GRAPHIC SCALE 0 10t

Sheet 2 oÍ 10 PROJECT #13997 DRAFTED 1-21-16 REV. 1.30.17 BY BAIBA M. ROzlTE CERTIFIED SURVEY MAP NO.

Being a re-division of that part of Lot 3 of Certified Survey Map No. 1 1346, being in the Southwest % and Southeast % of the Southeast % of Section 28, and the Northeast % and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfìeld, County of Waukesha, State of Wisconsin

tt I 60'PUBLIC STREET RESËRVATION PER CSM 4845 EAR ¿ c.c.¡4 4l.q4g

1.84' 20'WE ENERGIES (t¡e) EASEMENT ÐOC. # 4177367 10.42', ,o I s0" 24'24"E llnn L ,sll -'r I L_ _t_ \ -* 29.55' rol- I 'r-150 ,\ I I c22

I 6 I (r) c21 I

(Easemenl) 28', L s58' 56',45'E - _ 67 L 20.o4' I I ¡ + ! A J I I I I 20' RECREATIONAL PATH I 19 EXISTING f l EASE. WITH RIGHTS GRANTED TO f å THE CITY OF BROOKFIELD PER CSM #1 1310 & DOC. (Easement) #11346 & 4157s42 s16'28'22'W l= ¡f)lel 72.64' È.- , ¡3 rôä lc) Sr /a, v IE .;l C) l6tc) ol /o'- '(s Õl '1,- guJ o; la ¡O ol SEE EXIST. 50' PERPETUAL DRAINAGE EASE. lo rcl DETAI L! I WITH RIGHTS GRANTED TO THE CITY OF le ol IE EI BROOKFIELD PER DOC, 752408 ol la ôro lc m'-à Ll(Ú *tol ¡l ttì lg >l ) ) tþ "o OI=l ttt I w) gfi t. LOT 1 IE (Easement) 1,397,777 SQ. FT lô õt s73" 49' 1 1"E (Easement) 32.089 AC. tø 32.17' 7'30'28"8 .,ê EI T 1.68' 3cr) (Eñ I l9') I (Easement) DETAIL b,¡ (o a '23',58"w l6 õl 33.13' SCALE: 1" = 4O' lx cl 'uJ '=ld)l r O) ltrrla fr ð (o v is (J EXIST. PERPETUAL 30' WATER MAIN EASE. WITH RIGHTS GRANTED TO THE li, PER llD CITY OF BROOKFIELD DOC.1265956 r:i5 rll¡ lo >l u EXIST. 10'WEPCO n EASE. DOC.1272855 =t3-:

GRAPHIC SCALE SEE SHEET 7 FOR LINE & CURVE TABLES C.S.M. SUBJECT TO PLANNED DEVELOPMENT AGREEMENT THE CORRIDOR DOCUMENT 4143512 & DECLARATION OF COVENANTS, RESERVATIONS, RESTRICTIONS AND EASEMENTS FOR THE CORRIDOR DOCUMENT 4157523. Sheet 3 of 10 PROJECT #í3997 DRAFTED 1.21-16 REV. 1.06.2017 BY BAIBA M. ROZITE CERTIFIED SURVEY MAP NO.

Being a re-division of that part of Lot 3 of Certified Survey Map No. 11346, being in the Southwesl1/o and Southeast /¿ of lhe Southeast % of Section 28, and the Northeast % and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin

SEE SHEET 7 FOR LINE & CURVE TABLES

ntl ll ll lt n - H ll EXIST. 10'WEPCO EASE. DOC.1272855 7 ll EXISTING 20' RECREATIONAL PATH r II z EASE. WITH RIGHTS GRANTED TO m n THE CITY OF BROOKFIELD PER DOC. lc) z m ll I 4157542 AND AS SHOWN ON CSM EIo Élr ll I #11310 ⱒ LOT 1 À ll É. l-n I 1,397.777 SQ. Fï è Ø - Í) ll- m rô () o 32.089 AC. ? t-o O r) 3. lx f) O O o ii8 I gl= o ll l< ! ll oN z I @ ll EXIST. PERPETUAL30' @ ll WATER MAIN EASE. WTH Rights of the City of Brookfield -l(¡ il RIGHTS GRANTED TO THE and Permanent Limited {N ll CITY OF BROOKFIELD Easement by reason of DOC.1265956 Relocation Order and Resolution In il N of Necessity No. 7753-07: ô @ ll Calhoun Road Right of Way -.{ ll irrl tì Acquisit¡on from Bluemound N il tt Road to Greenfield Doc. -t ll I loa 3491430 and Doc. 3532913 -{ r il Í N t\ a il I þasenent) t - \l I lsss" rs's¿"w t t 9.12' _@ a ll I cÔ(o \\ I ) t ó I a- ra-\\ @ I I ..t z ì a ì f î, ì 1 Þ ¡ a ... t J l1 ,t,\ lr .?:= DETAIL \ \ t SGALE: 1" = 20' DErÆNr coo I s f' @ ro I rO I O I r¡) o bll rl) oll I I _f I House s l 3' 45' 07"W I o) r I 3.0,|' .f I J I \ L78 I I I 00'00'E 179 I F. I lN'. 1.66' (o J I N 32.00' I

I 22.34', N88" 36'02'E J EXIST. 10'WEPCO 6s.os'-i EASE. DOC.3551279 3 el sEE (t ir DETAI I +ä#'q- û) NE 1/4 sEc. 33-7-20 s1" 23'55"E 2708.09' NE COR. SE 1/4 I O') --J--- I q. cAlHouN RD. (130',) tl sEC.28-7-20 I -T .l I I I C.S.M. SUBJECT TO PLANNED DEVELOPMENT .L AGREEMENT THE CORRIDOR DOCUMENT 4143512& DECLARATION OF COVENANTS, RESERVATIONS, RESTRICTIONS AND EASEMENTS FOR THE a _@ a ;l I CORRIDOR DOCUMENT 41 57523. EI I I Rights of the City of Brookfield and I Permanent Lim¡ted Easement by reason of Relocation Order and Resolution of " 23'55"E a a Necessity No. 7753-07: Calhoun Road Right GRAPHIC SCALE lr of Way Acqu¡sition from Bluemound Road to rll Greenfield Doc. 3491430 and Doc.3532913 240' DETAIL SCALE: 1" = 4O'

,I 4 10 PROJECT #1 3997 DRAFÍED 1-13-15 REV. I-06-17 BY BAIBA M. ROZITE Sheet of CERTIFIED SURVEY MAP NO.

Being a re-division of that part of Lot 3 of Certified Survey Map No. 11346, being in the Southwest/¿ and Southeast 1A of lhe Southeast % of Section 28, and the Northeast % and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin

SEE SHEET 7 FOR LINE & CURVE TABLES ï

7 z= m lc) z Eto m €lr É. l-n Þ o U) : l-s m 9. lx El= ; l< ! N LOT 1 1,397,777 SQ. FT z 32.089 AC.

F N o.Õ)¡

N:ì\ -{ o-l r

s84" 34'22"8 14.41'

s76" 14'53'E 26.61' .{'tt3s N1'20'14'W 337.58' lt,n, s13'45'07'W Sl'20'14'E 32b.u/ z"w- N90'00'00'E t--- I .OO 114.94' Tie N88'45' 22'W 49.30'

N88'36'02'E 65.05', s. cALHOUN RD. (130') i-çg'wú 1/4 SEC. 33-7-20 51' 23' 55'E 2708.09' NE COR. SE I/4 sEC.28-7-20 -T I

GRAPHIC SCALE

Sheet 5 of 10 PROJECT #13997 DRAFTED 1-2I-16 REV. 1-06-17 BY BAIBA M. ROZITE CERTIFIED SURVEY MAP NO. 'l 1/a Being a re-division of that part of Lot 3 of Certified Survey Map No. 1 346, being in the Southwest % and Southeast of lhe Southeast % of Section 28, and the Northeast % and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin WSURVEYOR'S CERTIFICATE );sS MTLWAUKEE COUNTY)

l, BAIBA M. ROZITE, Professional Land Surveyor, hereby certify:That I have surveyed, divided and mapped a re-division of that part of Lot 3 of Certified Survey Map No. 11346, recorded in the Waukesha County Registry of Deeds on September 4lh,2015 asDocumentNo.4164431, beingintheSouthwest/oandSoutheast1/ooflheSoutheast%ofSection23,andtheNortheast/oand Northwest lo of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin, being more particularly described as follows: Commencing at the Northeast corner of said Section 33; Thence South 1'23'58" East, 1 13.69 feet along the East line of the Northeast { of said Section 33; Thence South 88"36'02" West, 65.05 feet to the West line of South Calhoun Road and to the Point of Beginning; Thence South 1'23'58" East, 729.81 feet along said West line to the Northerly line of Outlot 1 of Certified Survey Map No. 11346; Thence the following thirty courses along said Northerly line: Thence North 53'20'50" West, 28.87 feet; Thence Nofih 83'53'23" West, 37.14feel; Thence North 88'45'22" West, 58.55 feet; Thence South 82'55'38" West, 49.74 feel; Thence South 79'15'41" West, 48.17 feet; Thence South 77'20'51" West, 31.48 feet; Thence South 85'19'54" West, 72.01feet; Thence North 89"37'49" West, 98.40 feet; Thence North 87'38'39" West, 77.88 feet; Thence North 85'13'47" West, 75.39 feet; Thence North 84"23'58" West, 82.15 feet; Thence North 84'16'25" West, 80.56 feet; Thence North 84'42'55" West, 67.12'feet: Thence North 83"11'15" West, 73.87 feet; Thence Nodh 80"02'39" West, 103.35 feet; Thence North 72"57'04" West, 48.48 feet; Thence North 75"55'09" West, 97.74 feel; Thence North 80"02'20" West, 73.42feet; Thence North 73'49'1 1" West, 35.95 feet; Thence North 17"30'28" West, 19.09 feet; Thence North 13"45'03" West, 36.22feet; Thence North 45"06'02" West, 13.31 feet; Thence South 25'18'40" West, 17.12feet; Thence South 80'07'14" West, 68.06 feet; Thence North 65'57'16" West, 64.14fiee|; Thence North 59"58'40" West, 59.45 feet; Thence North 58'56'45" East, 57.35 feet; Thence North 72'26'29" West, 63.61 feet; Thence North 73'33'07" West, 41.81 feet; Thence North 69'28'02" West, 94.76 feet to the East line of Parcel 7 of Certifled Survey Map No. 4845; Thence North 0'24'24" West, 295.67 feet along said East line to the Southerly line of Outlot 1 of Certified Survey Map No. 1 1385 and to the beginning of a 233.00 foot radius curve to the right, whose chord bears North 35'05'39" East, 270.61 feet; Thence Northeasterly , 288.74 feet along the arc of said curve and said Southerly line to the East line of said Outlot 1; Thence North 0'00'02" West, 657.41 feet along said East line to the South line of Lot 3 of Certified Survey Map No. 11310; Thence North 90'00'00" East, 574.73 feet along said South line to the West line of Discovery Drive; Thence the following six courses along said West line: Thence South 0'10'08" East,469.08 feet; Thence South 10"36'47" West, 72.13 feet; Thence South 0'10'12" East, 36.36 feet; Thence South 89"39'52" West, 6.45 feet; Thence South 0'17'28" East, 42.17 feet to the beginning of a 21 .14 foot radius curve to the right, whose chord bears South 46'08'24" West, 30.69 feet; Thence Southwesterly, 34.35 feet along the arc of said curve; Thence South 0"50'34" East, 69.89 feet to the Southerly line of Golf Parkway; Thence the following ten courses along said Southerly line: Thence North 89'58'38" East, 393.69 feet to the beginning of a 612.10 foot radius curve to the left, whose chord bears North 80'15'56' East, 206.51 feet; Thence Northeasterly, 207.50 feet along the arc of said curve; Thence North 70"33'14" East, 2.70 feet to the beginning of 85.00 foot radius curve to the right, whose chord bears North 80'31'34' East, 29.46 feet; Thence Northeasterly, 29.61 feet along the arc of said curve; Thence North 89"57'27" East, 54.12feel; Thence South 84"34'22" EasI, 170.53 feet; Thence South 76"14'53" East, 77.44feet; Thence South 13"45'07" West, 3.01 feet to the beginning of a 40.62 foot radius non-tangent curve to the right, whose chord bears South 39"58'53' East, 49.91 feet; Thence Southeasterly, 53.75 feet along the arc of said curve; Thence North 90'00'00" East, 1.66 feet to the West line of South Calhoun Road to the point of beginning. Said land contains 1,552,420 square feet or 35.638 acres of land, more or less. THAT I have made the survey, land division, and map by the direction of the owner of said land. THAT the map is a correct representation of all exterior boundaries of the land surveyed and the land division thereof made. THAT I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes and the City of Brookfield Land Division Ordinance in surveying, dividing and mapping the same.

Baiba M. Rozite,P i) s-2351 Sheet 6 of 10

PROJECT #.13997 DRAFTED 1-21.16, REV. 1-06-2017 BY BAIBA M. ROZITE CERTIFIED SURVEY MAP NO. Being a re-division of that part of Lot 3 of Certified Survey Map No. 11346, being in the Southwest/¿ and Southeast % of the Southeast % of Section 28, and the Northeast % and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin

LINE AND CURVE TABLES

Lot Line Table Curve Table Easement Line Table (Sheets 3 & 4)

Line # Length Direction Arc Radius Delta Chord Direction Chord Tan. Bearing Tan. Bearing Line # Length Direction

c16 34.35 21.14 93'05?9" s46'08'24ï/ 30.69 s0" 24'31"E N87" l8'421 L39 131.58 N74" 44'12"W 190 94.76 N69' 28'02'W ' 191 41.81 N73'33'07'W c17 288.74 233.00 71'00'06" N35" 05'39'E 270.61 N0'24'24'W N70' 35',42'E 148 105.12 N72" 52'44"W

192 63.61 N72'26'29"W c18 207.50 612.10 19"25',2{ N80' 15'56'E 206.51 N89'58',38'E N70'33' 14'E 149 215.13 N88' 36'55"E

L93 57.35 N58" 56'45"W c19 29.61 85.00 19"57'37' N80'31'34"E 29.46 N70" 32'45'E s89" 29'38"E 150 23.46 N0'41'59'E

194 59.45 N59' 58'40"W c20 53.75 40.62 75"49'21' s39'58',53'E 49.91 s77'53'33'E s2'04'13'E L52 42.96 N43'00'15''W

L9s 64.14 N65'57'16'W L54 64.72 s43' 00' 1 5'E

196 68.06 s80'07'14'W L56 23.46 s0'41'59'W

197 17.12 s25' 18'40"W 158 105.01 s72" 52'44"8

198 13.31 N45' 06'02'W 159 105.67 s73" 3't' 52',8

L99 36.22 N13'45'03'W 161 438.59 s77'01'51'E

1100 19.09 N17'30'28'W 163 87.58 N81' 23'04'E Easement Curve Table 1101 35.95 N73'49'1 l'W L65 62.08 N89" 30'01'E Arc Rad¡us Delta Chord Direcl¡on Chord Tan. Bearing Tan. Bearing Lî02 73.42 N80'02'20'W L67 62.39 s89" 30'01"W c21 6.42 5.00 73'34'43' s36'05'23'E 5.99 s0'41'59"W s72" 52',44"E 1103 97.74 N75" 55'09"W L69 87.58 s81' 23' 04'V1/ c22 34.32 45.00 43"42',14" N2l'09'08'W 33.50 N0'41'59"8 N43'00'15'W 1104 48.48 N72' t76 8.49 N88" 40' 10'W 57',04'W c27 182.37 7529.81 r'23'16" N73'31'38'W 182.37 N72'50'01"VV N74'13'16nv 9.92 s88" 40' 10'E L105 103.35 N80" 02'39"W c28 172.95 7500.00 1'19'16" s73'29'39"E 172.95 s74" 09'1rE s72'50'00"E 178

L'106 73.87 N83'11'15'W c29 '164.'14 7472.00 1'15',31' s73' 27'46"E 164.14 s74'05'31"E s72' 50'00'E 179 11.25 s88'40' 10'E

1107 67.12 N84'42'55"W c33 49.58 65.00 43"42',1{ s21' 09'08'E 48.39 s43'00' 1s"E s0'41'59'W L80 11.73 N88'40',10'W

1108 80.56 N84' l6'25'W LJÞ 32,10 25.00 73'34'43' N36'05'23"W 29.94 N72" 52'441{l/ N0" 41'59"E

1109 82.15 N84'23'58"W c38 't92.64 1360.00 8'06'57' s85" 26'32nV 192.48 s89'30'01'W s81' 23' 04nV

L1 10 75.39 N85" 13'47'W c4'l 1ô0.99 7462.00 l'14'10" N73'27'05"W 160.99 N72'50'00n\/ N74'04'11"W

L111 77.88 N87'38'39'W c42 423.02 4469.87 5"25',2ü N75'34'12W 422.æ N78't6'52'W N72' 51'32"W

L112 98.40 N89' 37'49'W c43 425.87 4500.00 5"25',20' s75'34'1?E 425.71 s72" 51'32'E s78' 16',53"E 4524.13 428.37 s78' 16'52'E 1113 72.01 s85' 19'54'W c44 428.53 5"2520' s75'34'r2'E s72'51'3?E c45 429.44 4538.18 5"2520" N75'34'12"W 429.32 N78' 16',52"W N72'51'32"W L114 31.48 s77'20'51'W c4ô 183.5s 4030.00 2'36',34" N76'59 57"W 183.53 N75'41'40"W N78'18'14"W L1 15 48.17 s79'15'4'1'W c47 r 81.67 4000.00 2'36'08" s77'00' 10'E 181.65 s78' 18'14"E s75'42'06"E 1116 49.74 s82" 55'39'W c48 179.93 3972.24 2"35'43' s77' 00'23"E '179.91 s78" 18'14'E s75'42'31"E L117 58.55 N88" 45'22'W c49 179.31 3962.33 2'35'34' N77'00'28nV 179.29 N75'42',40'W N78" 18'15"W Ltl8 37.14 N83'53'23'W cs0 623.00 1270.O0 28"06',23. N87'45',trw 616.77 s78'10'51"W N73'42'46"W 1119 28.87 N53'20'50'W c51 636.70 1300.00 28'03'43' s87'4ô'00'E 630.36 S73',14'09"E N78' 12'08"E

c52 649.48 1328.00 28"01'17' s87'46'03"E 643.03 s73'45'24"E N78'13'19'E

c53 654.04 1338.00 28"00'26" N87" 46'03"W 647.55 S78' 13',1íì'W N73'45' 50"W

c54 277.42 1405.00 '11"18'47', s85'40'26'W 276.97 N88'40' 10\ / s80'01'03"w

c55 271.02 1375.00 1 1'17'36" N85'41'02'E 270.æ N80'02'14'E s88'40' 10"8

c56 265.06 1347.00 '11'16'28" N85'41'36"E 264.63 N80" 03',22"E s88'40' 10"E

c57 262.93 1337.00 1 1'1 6'03' S85" 41',l8ryv 262.51 N88'40' 1o"|/V s80'03'46ryV

c63 15.89 25.00 36"25'08' s18' 12'34'\^/ 15.62 N36'25'08"E N0'00'00'w

Sheet 7 of 10 PROJECT #13997 DRAFTED 1.21.16 REV. 1.30.17 BY BAIBA M. ROZITE CERTIFIED SURVEY MAP NO.

Being a re-division of that part of Lot 3 of Certifìed Survey Map No. 1 1 346, being in the Southwest % and Southeast /¿ of lhe Southeast % of Section 28, and the Northeast % and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin

CORPORATE OWNER'S CERTIFICATE OF DEDICATION

DEER CREEK DEVELOPMENT PARTNERS, LLC, a limited liability company duly organized and existing under and by virtue of the laws of the State of Wisconsin, as owner, does hereby certify that said limited liability company caused the land described on this map to be surveyed, divided, dedicated and mapped as represented on this map. DEER CREEK DEVELOPMENT PARTNERS, LLC, as owner, does further certify that this map ¡s required by s. 236.10 or 236.12 to be submitted to the following for approval or objection:

CITY OF BROOKFIELD

WITNESS the hand and seal of said owner this _ day of 20

DEER CREEK DEVELOPMENT PARTNERS, LLC BY: IDP DEER CREEK HOLDINGS, LLC, ITS MANAGER BY: IRGENS PARTNERS, LLC, ITS MANAGER

signature

printed name and title

STATE OF WTSCONSTN) :SS couNTY) STATE OF WTSCONSTN)

Personally came before me this _day of 20_, the

above-named ,to me known to be the person who executed the

foregoing instrument, and to me known to be such

of IRGENS PARTNERS, LLC, MANAGER OF IDP DEER CREEK HOLDINGS, LLC, THE MANAGER OF DEER CREEK DEVELOPMENT PARTNERS, LLC, and acknowledged that he/she executed the foregoing instrument as such officer as the deed of said COMPANY, by its authority.

(SEAL) NOTARY PUBLIC signature, STATE OF WISCONSIN

notary printed name

MY COMMISSION EXPIRES

rP.flS.l-llAouo www.thes¡gma group.com 1300 West Canal Street Milwaukee, WI 53233 Phone:414-643-4200 Faxi 4L4-643-42LO PROJECT #13997 DRAFTED I-21-16, REV. 1.06.2017 BY BAIBA M. ROZITE Sheet 8 of 10 CERTIFIED SURVEY MAP NO.

Being a re-division of that part of Lot 3 of Certified Survey Map No. 11346, being in the Southwest % and Southeast Yo of lhe Southeast % of Section 28, and the Northeast % and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin CONSENT OF CORPORATE MORTGAGEE

First Business Bank-Milwaukee, a Wisconsin banking corporat¡on, a corporation duly organized and existing under and by virtue of the laws of the State of Wisconsin, mortgagee of the above described land, does hereby consent to the surveying, dividing, mapping and dedication of the land described on this map, and does hereby consent to the above certificate of DEER CREEK DEVELOPMENT PARTNERS, LLC , owner.

lN WITNESS WHEREOF, the said First Business Bank-Milwaukee, has caused these presents to be signed by

DAVID VETTA its President, and countersigned by ROBERT BELL ll, its Vice President, at-,Wisconsin,anditscorporatesealtobehereuntoaffixedthis

day of 20

ln the presence of:

First Business Bank-Milwaukee, a Wisconsin banking corporation

DAVID VETTA, President Date

ROBERT BELL ll, Vice President Date

STATE OF WTSCONSTN) couNTY) ss

Personally came before me this day of_, 20 D VETT President, and ROBERT BELL ll, Vice President, of the above-named corporation, to me known to be the persons who executed the foregoing instrument, and to me known to be such President and Vice President of said corporation, and acknowledged that they executed the foregoing instrument as such officers as the deed of said corporation, by its authority.

(SEAL) NOTARY PUBLIC signature, STATE OF WISCONSIN

notary printed name

MY COMMISSION EXPIRES

i*E-_:,fslllAouo www.thesigmagroup.com 1300 West Canal Street M¡lwaukee, WI 53233 Phone:414-643-4200 Faxi 414-643-4210 PROJECT #13997 DRAFTED 1.21-16, REV. I.06-2017 BY BAIBA M. ROZITE Sheet 9 of 10 CERTIFIED SURVEY MAP NO.

Being a re-division of that part of Lot 3 of Certified Survey Map No. 1 1346, being in the Southwesl/¿ and Southeast % oÍ the Southeast % of Section 28, and the Northeast % and Northwest % of the Northeast % of Section 33, being in Township 7 North, Range 20 East, in the City of Brookfield, County of Waukesha, State of Wisconsin

PLAN COMMISSION APPROVAL:

Approved by the Plan Commission of the City of Brookfleld on this day of 20

Steven V. Ponto, Chairman Kelly S. Michaels, Secretary

COMMON COUNCIL APPROVAL:

Approved by the Common Council of the City of Brookfield in accordance with the Resolution approved on this

day of 20-.

Steven V. Ponto, Mayor Kelly S. Michaels, City Clerk

i"*E--F=.f"F*Må",, www.thes¡g magroup.com 1300 West Canal Street M¡lwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 .1-06-2017 PROJECT#13997 DRAFTED 1.2I.16, REV. BY BAIBA M. ROZITE Sheet 10 of 10

REPORT OF THE DIRECTOR OF COMMUNITY DEVELOPMENT City Plan Commission February 13, 2017

Item 5 Brookfield Square Phase VII and VIIa

Request of CBL and Associates Properties c/o Corbett Drew, 2030 Hamilton Place Blvd. Chattanooga, TN for approval of an amendment to the Phase VI and VII Development Agreement for a portion of the Brookfield Square Mall located at 115 S. Moorland Road or the Bon Ton/Boston Store Department Store parcel and the JCP Department Store parcel.

Report: 1. The original master agreement for the contemplated construction of Phase VII and VIIa at Brookfield Square needs to be amended to address the specific of the current project and to add standards for the care and maintenance of the proposed parking deck, as such will be a city investment. The City’s consultant has provided city staff with an exhibit outlining these standards which will be attached to the agreement.

2. The agreement amendment also secures public utility construction.

3. One complication in reconciling the amendment with current City code is reconciling the costs of development impact fees (wetland and bikeway) associated with the parking deck. The zoning code has been recently amended to avoid creating disincentives for the construction of parking decks in a suburban context and to help induce the construction of parking decks by creating a waiver of measuring floor area ratio (FAR) for parking decks – i.e. this allows parking decks is that vertical construction is not penalized thereby inducing greater land utilization. However, the impact fee section of the City code have not been similarly amended to reduce disincentives for parking deck construction. Wetland and Bikeway impact fees are due for parking decks as a “structure”. Staff considers these fees a disincentive for the construction of parking decks. In this particular case the wetland fee appears to be somewhat flawed in its application as the area upon which the deck is to be installed is already impervious to stormwater which is one of the purposes of securing wetland preservation fees. City staff is looking for support to initiate a code amendment to clear up this oversight in our code. See other item in this agenda. Staff encourages the applicant to pursue an appeal under Section 17.100.120 of the City Code to waive the portion of the impact fees attributable to the parking deck.

Recommendation: Approve amendment to Agreement subject to recording. City Attorney to approve amendment as to form.

Staff Report – Item 5 February 13, 2017 Page 1

Amendment to 2014-2018 Brookfield Square Expansion Development Agreement

DEVELOPMENT AGREEMENT Amending 2014-2018 Brookfield Square Expansion Development Agreement TABLE OF CONTENTS DRAFT NO. 1

RECITALS CSM/PLAT – (EXHIBIT A) SECTION 1. STATEMENT OF OPERATIONS – (EXHIBIT B) SECTION 2. SITE PLAN – (EXHIBIT C) SECTION 3. BUILDING PLANS AND ARCHITECTURAL RENDERINGS – (EXHIBIT D) SECTION 4. SCREENING OF TRASH AREA SECTION 5. HVAC AND ELECTRICAL TRANSFORMER SCREENING SECTION 6. LIGHTING PLAN SECTION 7. PARKING – (EXHIBIT E) and (EXHIBIT F) SECTION 8. ROADS, STREETS AND PATHS SECTION 9. GREENWAY CORRIDOR TRAIL, PUBLIC SPACE EASEMENT AND IMPROVEMENTS SECTION 10. SANITARY SEWER SECTION 11. WATER SERVICE SECTION 12. STORMWATER MANAGEMENT SECTION 13. LANDSCAPING AND STREETSCAPE ELEMENTS SECTION 14 PUBLIC SITES AND OPEN SPACE SECTION 15. RECIPROCAL EASEMENT AGREEMENT SECTION 16. GROUND LEASE SECTION 17. DEDICATION AND DEDICATION DEPOSIT SECTION 18. SANITARY SEWER SYSTEM COST RECOVERY SECTION 19. GUARANTY SECTION 20. FIRE PROTECTION SYSTEM SECTION 21. APPLICABLE FEES, ASSESSMENTS AND DEPOSITS SECTION 22. PAYMENT OF COSTS SECTION 23. TIMETABLE / PHASING SECTION 24. QUALITY OF CONSTRUCTION SECTION 25. GENERAL INDEMNITY SECTION 26 WISCONSIN PREVAILING WAGE LAW-not applicable SECTION 27. SIGNAGE SECTION 28. CONSTRUCTION PERMITS, ETC SECTION 29. SITE IMPROVEMENTS, BUILDING AND OCCUPANCY PERMITS SECTION 30. OWNERSHIP ASSIGNMENT SECTION 31. LETTERS OF CREDIT SECTION 32. PERMITTED USES SECTION 33. UTILITIES SECTION 34. ALTERATIONS AND REVISIONS SECTION 35. ACCEPTANCE OF WORK SECTION 36. NOTICES SECTION 37. SEVERABILITY SECTION 38. AUTHORITY SECTION 39. NO PRESUMPTION

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Amendment to 2014-2018 Brookfield Square Expansion Development Agreement

DEVELOPMENT AGREEMENT Amending 2014-2018 Brookfield Square Expansion Development Agreement DRAFT NO. 1

THIS AGREEMENT made this _____ day of ______, 20__, by and between Brookfield Square Parcel, LLC, hereinafter called “DEVELOPER”, and the CITY OF BROOKFIELD, a municipal corporation of the State of Wisconsin, located in Waukesha County, hereinafter called the “CITY”.

RECITALS:

WHEREAS, the DEVELOPER and the CITY signed a Development Agreement entitled the “2014-2018 Brookfield Square Expansion Development Agreement” on December 8, 2014, which contemplated Phase VII Improvements at the Brookfield Square Mall (the “AGREEMENT”); and

WHEREAS, the DEVELOPER submitted, and obtained approval of a plan and method of operation from the City Plan Commission on January 9, 2017 and the City's Common Council on January 17, 2017 for the construction of an approximate 54,000 square foot building addition with a three level parking deck located at 15975 W. Bluemound Road , Brookfield, Wisconsin (called “Phase VII”); and

WHEREAS, the DEVELOPER submitted, and obtained approval of a plan and method of operation from the City Plan Commission on January 9, 2017 and the City's Common Council on January 17, 2017 for the reconstruction and restriping of the existing parking area adjacent to the JC Penney’s Department Store and mall food court located at 95 N. Moorland Road, Brookfield, Wisconsin (called “Phase VIIa”); and

WHEREAS, the land ("LAND") upon which such building is to be located is shown and described on EXHIBIT A attached hereto and the construction of the buildings and structures

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and the alterations and improvements to the LAND identified as Phase VII and VIIa are hereinafter referred to as the "PROJECT"; and

WHEREAS, as a condition of its approval of the PROJECT, the CITY has required that the DEVELOPER enter into an amendment to the aforementioned AGREEMENT, hereinafter referred to as the “AGREEMENT AMENDMENT”, setting forth the approval conditions and the responsibilities and obligations with respect to matters related to the construction, use and operation of the PROJECT and maintenance of the parking deck of the PROJECT.

NOW, THEREFORE, the parties hereto agree as follows:

1. STATEMENT OF OPERATIONS. The PROJECT shall be constructed, operated, and used in accordance with the Statement of Operations filed with the CITY by letter dated November 8, 2016 attached as EXHIBIT B.

2. SITE PLAN. The PROJECT shall be developed in accordance with the Site Plan dated November 1, 2016 submitted by the DEVELOPER, on file with the CITY and attached as EXHIBIT C. Any material changes to the Site Plan shall require the approval of the CITY Plan Commission.

3. BUILDING PLANS AND ARCHITECTURAL RENDERINGS. The PROJECT shall be constructed in accordance with the Building Plans and renderings dated January 3, 2017 attached as EXHIBIT D including certain sample materials boards and architectural boards on file in the CITY Inspection Services Office. The exterior color of the concrete precast panels of the parking deck are to be of buff color and the interior walls and ceilings of the parking deck are to be of white color. Wall mounted utility meters and boxes must be located on completely hidden walls of the buildings and or painted to match the buildings including stainless boxes if chosen. All awnings shown in said EXHIBIT D require separate approval by the CITY for trade dress review under minor plan and method or administrative approval processes.

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4. SCREENING OF TRASH AREA. The DEVELOPER shall construct a service court with screen containing all trash storage as shown on the Building Plans, EXHIBIT D, prior to occupancy of the building.

5. HVAC SCREENING AND ELECTRICAL TRANSFORMERS. The heating, ventilating and air conditioning (HVAC) equipment shall be installed with structural screening per Building Plans, EXHIBIT D, prior to occupancy of the building. Electrical transformers shall be placed in areas outside of public view or screened with landscaping.

6. LIGHTING PLAN. Lighting for the PROJECT shall be installed in accordance with the Photometric Lighting Plan approved by the City Electrical Inspector prior to obtaining a building permit.

7. PARKING. A. Surface Parking. The existing parking areas near the Boston Store and JC Penney’s department stores will be reconfigured and restriped in a manner that is consistent with the variations to CITY standards as set forth in Section II. 7 of the AGREEMENT. Such improvements will create a parking supply commensurate with the parking supply requirements established for the PROJECT by the CITY, or a minimum of 4.54 spaces per 1,000 square feet of gross leasable square feet of mall buildings supplied across multiple mall properties.

B. Parking Deck. A three level parking deck with 279 above- grade parking spaces will be constructed per plans dated January 3, 2017 prepared by RA Smith National attached as EXHIBIT E. Any amendments to the January 3, 2017 plans resulting from additional peer review by the CITY’s engineering consultant shall be reflected in a new, updated Exhibit E, prior to the recording of this AGREEMENT AMENDMENT.

C. Parking Supply. Combining the surface parking supply and the parking created at the parking deck, the parking supply requirements of Section II. 7 of the AGREEMENT are met.

C. Construction Inspection of Parking Deck. The DEVELOPER’S agents shall permit access to the parking deck construction area during all stages of the construction of the parking deck for

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the CITY’s engineering consultant. The DEVELOPER’S agents shall consider commentary and findings of the CITY’s consulting engineer during construction and take direct and effective actions addressing said comments or findings. If the DEVELOPER disagrees with said comments or findings and the resulting impacts on the construction or materials of the parking deck, the DEVELOPER shall contact the CITY Engineer via e-mail or letter to reconcile such differences within three business days of the knowledge of said comments or findings. The DEVELOPER shall comply with Sections XXV. 9 and 11 of the AGREEMENT in the reconciliation of disputed comments or findings regarding the provisions of this section of the AGREEMENT AMENDMENT.

D. Maintenance Requirements. The parking deck shall be maintained by the DEVELOPER in a manner consistent with the standards of care outlined in EXHIBIT F.

8. ROADS, STREETS AND PATHS. See Section II.8. of the AGREEMENT.

9. GREENWAY CORRIDOR TRAIL, PUBLIC SPACE EASEMENT AND IMPROVEMENTS. Not applicable.

10. SANITARY SEWER.

This AGREEMENT AMENDMENT amends Section II. 9. a. of the AGREEMENT to read: a. The DEVELOPER agrees to furnish two (2) hard copies of the “as-built” plans for the entire sanitary sewer system and one (1) copy in digital (PDF and AutoCAD compatible with 2015 version) format in accordance with the CITY Public Infrastructure and Development Handbook, showing the location and elevation of laterals to the easement lines, and a video of the sanitary sewers all in accordance with CITY standards.

Also, amends Section II. 9. d. of the AGREEMENT to delete final sentence beginning with” Any surety bond….”

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11. WATER SERVICE. This AGREEMENT AMENDMENT amends Section II. 10. a. of the AGREEMENT to read: a. The DEVELOPER agrees to furnish two (2) hard copies of the “as-built” plans for the entire sanitary sewer system and one (1) copy in digital (PDF and AutoCAD compatible with 2015 version) format in accordance with the CITY Public Infrastructure and Development Handbook, including hydrant and valve location cards in duplicate and showing the location and elevation of laterals to the easement lines all in accordance with CITY standards.

Also, amends Section II. 10. d. of the AGREEMENT to delete final sentence beginning with” Any surety bond….”

12. STORMWATER MANAGEMENT. This AGREEMENT AMENDMENT amends the third sentence of Section II. 11. of the AGREEMENT to read:

The DEVELOPER agrees to furnish two (2) hard copies of the “as-built” plans for the entire storm and surface water drainage system and one copy in electronic format (PDF and AutoCad compatible with version 2015) in accordance with the CITY drafting standards as referenced in the CITY Public Infrastructure and Development Handbook, all in accordance with CITY standards.

Also, amend the seventh sentence of Section II. 11. of the AGREEMENT to read:

The DEVELOPER shall install erosion control measures in conformance with the approved Erosion Control Plan prior to construction or grading for Phase VII.

Also, amends the eighth sentence of Section II. 11. of the AGREEMENT to read:

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The CITY reserves the right to order the DEVELOPER to provide additional measures during the course of construction for Phase VII , which measures shall be accomplished within two (2) working days of such notice.

Also, amends the twelfth sentence of Section II. 11. of the AGREEMENT to delete all words in said sentence after “CITY”.

13. LANDSCAPING AND STREETSCAPE ELEMENTS. The PROJECT shall be landscaped in accordance with the Landscape Plan dated November 1, 2016 prepared by RA Smith National. The temporary limited easement requirement listed in Section VII. 2. C. of the AGREEMENT does not apply to Phase VII or VIIa of the PROJECT. The surety bond and easement requirements identified in Section VII.2. of the AGREEMENT do not apply to Phase VII or VIIa of the PROJECT. However, building occupancies will not be granted for the PROJECT until the above landscaping is installed, as verified by the CITY Director of Community Development. The DEVELOPER shall request a walk-through inspection thereof by the CITY Director in advance of requesting occupancy permits.

14. PUBLIC SITES AND OPEN SPACE. It is considered fair and equitable by the council that new development in the city contributes toward the development of recreational trails and wetland/open space acquisition necessary to serve future residents and preserve environmental corridors which will enhance the overall character and environment of the city.

A. Accordingly, each DEVELOPER of land in the city shall, at the discretion and direction of the plan commission and upon the report and recommendation of the park and recreation commission dedicate open space lands designated on the city's master plan or plan component or show such open space lands as an outlot. The plan commission shall compel such dedication or creation of outlot at the time of reviewing the preliminary plat or certified survey map and record same in the minutes of the meeting at which the preliminary plat or certified survey map is presented for approval.

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B. Whenever a wetland designated on the city's master plan, neighborhood unit development plan, or other master plan component is encompassed, all or in part, within a tract of land to be subdivided, the wetlands shall be made a part of the plat as an outlot and shall be dedicated to the public by the DEVELOPER at the rate of one acre for each 185,000 sq. ft. of non-residential lot area in the PROJECT. Any proposed public lands in excess of the rate established herein shall be shown as an additional outlot.

C. Other requirements of Section IX of the AGREEMENT are not affected by this AGREEMENT AMENDMENT.

15. RECIPROCAL EASEMENT AGREEMENT. See Section X of the AGREEMENT.

16. GROUND LEASE. See Section XI of the AGREEMENT.

17. DEDICATION AND DEDICATION DEPOSIT. See Section VII. Of the AGREEMENT. Amend Section VII. 3 of the AGREEMENT to delete the last sentence in said section.

18. SANITARY SEWER SYSTEM COST RECOVERY. Not applicable.

19. GUARANTY. See AGREEMENT.

20. FIRE PROTECTION SYSTEM. The fire protection measures of the PROJECT”s buildings and structures must be approved by the City Fire Department prior to issuance of a building permit for the buildings/structures and compliant with missives issued by the Fire Department dated November 9, 2016, January 3, 2017 and January 12, 2017. Fire lanes shall be provided prior to the placement of combustible materials at the building site/s, or the construction of any portion of a building/s or facility above the footing and foundation.

21. APPLICABLE FEES, ASSESSMENTS AND DEPOSITS.

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A. Prior to the execution of this AGREEMENT AMENDMENT , the DEVELOPER shall pay the following fees per CITY Ordinances:

$______Engineering Review Fee ($85/Hr.) Commented [e1]: Will be calculated prior to signing Agreement

$______Legal Review ($130/Hr.) Commented [e2]: Ditto

$na______Dedication Deposit

$na______Street Signs ($200/Sign)

$______Inspection Fee (Public Improvements) Commented [e3]: Ditto

$na Asphalt Fee

$525.00 New Development Agreement

$______Development Agreement Review Fee ($105/Hr. Community

Development and Engineering) Commented [e4]: Ditto

$na Unpaid Assessment/s

$na Digital Map Updating Fee ($5 or $15/ Lot)

$paid Stormwater Management Review Fee

$paid Preliminary Survey Map Fee

$paid Certified Survey Map Application Fee

$25.00 Certified Survey Map Recording Fee

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$na Preliminary Plat Review Fee

$na Final Plat Review Fee

$paid Landscape Plan Review Fee

$______TOTAL

B. If the DEVELOPER is also the builder of structures in the PROJECT, has not been directed by the plan commission to make wetland dedications and irrespective of installation of a bikeway the DEVELOPER shall pay the following fees per CITY Ordinances upon receipt of a building permit for the PROJECT or within fourteen (14) days thereafter:

$235 Wetland Preservation Fee ($96/SF Lot or MF unit AND/OR $4.19/1,000 sq. ft. of lot area as a function of Floor Area Ratio)

$1,125 Bikeway Fee ($200/SF Lot or MF unit AND/OR $20/1,000 sq. ft. of lot area as a function of Floor Area Ratio)

$ 1,360 TOTAL

C. If the DEVELOPER is not the builder of structures in the PROJECT, has not been directed by the plan commission to make wetland dedication and irrespective of installation of a bikeway the property owner applying for a building permit shall pay the fees in part B. above.

22. PAYMENT OF COSTS. DEVELOPER shall pay and reimburse the CITY in advance of the signing of this AGREEMENT as specified in the municipal code and city ordinances for all fees, expenses, costs and disbursements which shall be incurred by the CITY from and after the date hereof in connection with or relative to the construction, installation, dedication and acceptance of PROJECT improvements covered by this AGREEMENT AMENDMENT or the

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AGREEMENT, including without limitation by reason of enumeration, design, engineering, preparing, checking and review of design, plans and specifications, supervision, inspection to insure that construction is in compliance with the applicable plans, specifications, regulations and ordinances, and legal, administrative and fiscal work undertaken to assure and implement such compliance.

23. TIMETABLE / PHASING.

A. Plan and Method of Operation approval for PROJECT shall expire on January 17, 2019 unless the DEVELOPER has obtained the appropriate building permit(s) on or before said date.

B. Should the DEVELOPER fail to complete construction of the “white box” construction form of the proposed retail shops of Phase VII (interior drywall completion without fixtures and flooring) by June 17, 2018, and provided an extension for the initial expiration dates is not granted by the CITY Plan Commission and Common Council, all rights granted under plan and method of operation will lapse. All rights to develop the uncompleted portion of the PROJECT will cease until such time as the CITY, in its sole discretion, grants an amendment to the approved plan and method of operation which reauthorize completion of the PROJECT. Other improvements of Phase VII shall be completed by the dates prescribed in the AGREEMENT or the AGREEMENT AMENDMENT.

C. By written letter dated May 19, 2016 by the CITY, an extension was granted until November 1, 2016 to the DEVELOPER to submit design plans and specifications for the proposed parking deck rather than the June 1, 2016 date prescribed in the AGREEMENT. Said required plans and specifications were submitted by the DEVELOPER by November 1, 2016.

24. QUALITY OF CONSTRUCTION. See Section XVII of the AGREEMENT.

25. GENERAL INDEMNITY. See Section XVIII of the AGREEMENT.

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26. WISCONSIN PREVAILING WAGE LAW. Not applicable and Section XIX of the AGREEMENT no longer applies.

27. SIGNAGE. See Section XX of the AGREEMENT.

28. CONSTRUCTION PERMITS, ETC. See Section XXI. of the AGREEMENT.

29. SITE IMPROVEMENTS, BUILDING & OCCUPANCY PERMITS- Phase VII and VIIa.

A. SITE IMPROVEMENTS. All public infrastructure to be built with this PROJECT shall be constructed in one phase. No ground disturbance activity or construction of any site improvements may commence until the following conditions are satisfied: 1. This AGREEMENT AMENDMENT is executed. 2. All infrastructure plans and site plans are completed and signed by the City Engineer. 3. All surety instruments & fees required by this AGREEMENT AMENDMENT are received and approved by the CITY. 4. Appropriate erosion control permit has been issued and measures are in place. 5. A pre-construction meeting is held by the CITY for the PROJECT.

B. BUILDING PERMITS. The CITY shall, upon execution of this AGREEMENT AMENDMENT and compliance by the DEVELOPER with all conditions precedent to the issuance of any building permit, and upon approval of the Planning Office, Zoning and Building Administrator, promptly grant DEVELOPER or its nominee, such building permits and, subject to compliance with this AGREEMENT AMENDMENT and AGREEMENT and other normal and customary CITY requirements applicable thereto, occupancy permits as may be necessary for construction and operation of the PROJECT. The CITY is held specifically harmless from any and all claims for damages by the DEVELOPER in the event the DEVELOPER is unable to satisfy the conditions required for

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obtaining a building permit. Building permits shall not be issued by the CITY upon the following conditions being satisfied: 1. An access roadway from the public way to the building site is established and approved by the City Engineer. Such access shall be continuous, all weather, and capable of supporting and accommodating all CITY protective services and Building Inspection vehicles. The access shall not be interrupted by building, site or infrastructure construction activities. 2. The specific building site is in compliance with the storm water management plan and erosion control plan for the PROJECT. 3. The City Engineer has approved a detailed construction phasing plan for each building site for which a building permit is being requested, demonstrating the ability to comply with Items a. and b. above without disruption for the duration of the building construction process. 4. The DEVELOPER shall immediately cease all building construction activity upon notice from the CITY of non-compliance with any provision of this AGREEMENT AMENDMENT or the AGREEMENT. Building construction activity shall not resume until such non-compliance has been resolved to the satisfaction of the CITY.

C. OCCUPANCY PERMITS: Occupancy permits shall not be issued by the CITY until the following conditions have been met: 1. All public infrastructure is substantially completed. 2. All asbuilt plans, hydrant and valve cards, videotaping (of sanitary sewer and laterals) and digital drawing submittals required by the AGREEMENT AMENDMENT or the AGREEMENT are complete and approved by the CITY. 3. All storm water management facilities are functional. 4. Private road and adequate parking for each building to be occupied has been completed. 5. The entire site is finish graded and all excess spoil and/or topsoil is removed from the site.

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6. All street right-of-ways and green space is top soiled and permanently stabilized through vegetation cover or by such other temporary measures approved by the City Engineer. 7. All site lighting for the PROJECT has been installed in accordance with the Photometric Lighting Plan approved by the City Electrical Inspector.

30. OWNERSHIP ASSIGNMENT. See Section XXIII of the AGREEMENT.

31. LETTERS OF CREDIT. See Section XXIV of the AGREEMENT.

32. PERMITTED USES. See Section XXV. 1. of the AGREEMENT.

33. UTILITIES. See Section XXV. 2. of the AGREEMENT.

34. ALTERATIONS AND REVISIONS. See Section XXV. 3. of the AGREEMENT.

35. ACCEPTANCE OF WORK. When the DEVELOPER shall have completed the improvements herein required, and shall dedicate same to the CITY, the same shall be accepted by the CITY.

36. NOTICES. See Section XXV. 4. of the AGREEMENT.

37. SEVERABILITY. See Section XXV. 5. of the AGREEMENT.

38. AUTHORITY. See Section XXV. 6. of the AGREEMENT.

39. NO PRESUMPTION. See Section XXV. 18. of the AGREEMENT.

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This AGREEMENT AMENDMENT is binding upon the heirs, personal representatives, successors and assigns of both parties. IN WITNESS WHEREOF, DEVELOPER and CITY have caused this AGREEMENT AMENDMENT to be signed in two original counterparts the day and year first above written.

DEVELOPER:

(Development Co. Name)

By: Witness

ACKNOWLEDGMENT STATE OF WISCONSIN ) ) SS COUNTY OF WAUKESHA )

The foregoing instrument was acknowledged before me this day of ______, 20__, by and , the and of (Development Co. Name) on behalf of said corporation.

Notary Public, State of Wisconsin My commission expires: CITY OF BROOKFIELD:

By: Witness Steven V. Ponto, Mayor

By: Witness Kelly Michaels, City Clerk

15 Commercial Development Agreement S:\Planning\Plan Commission\Meetings\2017\February 13\Submittals\Item 5 Brookfield Sq\1-12-17 Draft 1 Brfld Sq Amendment.doc

STATE OF WISCONSIN ) ) SS COUNTY OF WAUKESHA )

Personally came before me this day of , 20__, the above named Steven V. Ponto , Mayor, and, Kelly Michaels ,City Clerk, of the City of Brookfield, and to me known to be such Mayor and City Clerk of said municipal corporation and acknowledged that they executed the foregoing instrument as such officers as the deed of said municipal corporation by its authority, and pursuant to the authorization by the Common Council from their meeting on the ___ day of ______, 20__.

Notary Public, State of Wisconsin My commission expires:

This document was drafted by the City of Brookfield.

16 Commercial Development Agreement S:\Planning\Plan Commission\Meetings\2017\February 13\Submittals\Item 5 Brookfield Sq\1-12-17 Draft 1 Brfld Sq Amendment.doc