Plan-Commission-Meeting-Agenda-Packet-7-23-2026.pdf

FRANKLIN CITY HALL CHAMBERS 9229 W. LOOMIS ROAD FRANKLIN, WISCONSIN PLAN COMMISSION MEETING AGENDA Thursday, July 23, 2026 at 6:00 P.M. A. Call to Order and Roll Call B. Approval of Minutes 1. Approval of the regular meeting of July 9, 2026. C. Public Hearing Business Matters. 1. Safari Homes Franklin LLC, Conditional Use time extension. Request to extend for two years the conditional use permit for Lake Grove Place, a multi-family development with 38 dwelling units, upon property located at 3709 W. College Avenue (TKN 713 9996 003). D. Citizen comment period. Citizens may comment upon the Business Matter items set forth on this Meeting Agenda. E. Business Matters 1. Yaskawa America Inc, Land Combination. Request to merge two vacant lots in the Franklin Business Park: 4801 W. Ashland Way (TKN 900 0009 021) and 4701 W. Basswood Drive (TKN 900 0009 007). 2. Yaskawa America Inc, Site Plan. Request to allow for the development of a 100,000 SF single story, 45’ tall precast manufacturing facility which will include 25,000 SF of mezzanine space. Yaskawa intends to assemble, finish and test their robots and robot controllers at this facility, upon property located at 4800 W. Ashland Way (TKN 900 0009 018). 3. Krones Inc., Sign Review. Request for a second monument sign on the 58th Street frontage of Krones Inc. located at 9542 and 9600 S. 58th St. (899 9990 070). 4. Super Excavators Inc. Temporary Use. Request to allow temporary storage and office trailer parking related to the Oak Creek Southwest Sewer Extension project. The applicant is requesting approval through September 2027, upon property located at 11027 S. 27th Street (TKN 796 0212 000). F. Adjournment The YouTube channel “City of Franklin WI” will live stream the Plan Commission meeting so the public can watch and listen to it at https://www.youtube.com/c/CityofFranklinWIGov. Any questions on this agenda may be directed to the Department of City Development’s office at 414-425-4024, Monday through Friday, 8 AM – 4:30 PM. *Supporting documentation and details of these agenda items are available at City Hall during regular business hours. **Notice is given that a majority of the Common Council may attend this meeting to gather information about an agenda item over which they have decision-making responsibility. This may constitute a meeting of the Common Council per State ex rel. Badke v. Greendale Village Board, even though the Common Council will not take formal action at this meeting. [Note: Upon reasonable notice, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information, contact the City Clerk’s office at 414- 425-7500.] REMINDERS: Next Regular Plan Commission Meeting: August 6, 2026. City of Franklin unapproved Plan Commission Meeting July 9, 2026 Minutes A. Call to Order and Roll Call Mayor John Nelson called the July 9, 2026, Plan Commission meeting to order at 6:00 p.m. in the Council Chambers at Franklin City Hall, 9229 West Loomis Road, Franklin, Wisconsin. Present were Mayor John Nelson, Alderman Nabil Salous, Alderwoman Michelle Eichmann and Commissioners Kevin Haley, Michael Shawgo, Patrick Leon and Rebecca Specht. Also present were City Attorney Jesse Wesolowski, City Attorney Christina Lucchesi, Planning Manager Régulo Martínez, Principal Planner Marion Ecks, Planning Associate Nick Fuchs and Director of Administration Kelly Hersh . Alderwoman Mira Kresovic and Alderman Yousef Hasan were present. B. Approval of Minutes – Regular Meeting of June 18, 2026. Alderman Salous moved and Alderwoman Eichmann seconded a motion to approve the meeting minutes. On voice vote, all voted ‘aye’; motion carried (6-0-0). C. Public Hearing Business Matters 1. Advenir Azora, Land Combination, Conditional Use (Public Hearing), Planned Development Overlay (PDO) (Public Hearing), and Site Plan. Applications to allow for a 166 unit multifamily residential development: Land Combination to create a single 24.3 acre lot, Conditional Use for multifamily development, PDO to modify development standards, and a Site Plan detailing the layout of the proposed development, upon property located at 7705 S 31st Street, (TKN 786 9988 000), 7631 S. 31st Street, (TKN 786 9987 000), and 7721 S 31st Street (TKN 786 9992 000). Conditional Use Principal Planner Ecks presented the Conditional Use request. The Official Notice of Public Hearing was read into the record by Principal Planner Ecks and the Public Hearing opened at 6:59 pm and closed at 7:12 pm. Commissioner Haley moved and Alderman Salous seconded a motion to recommend approval of a Resolution approving a Conditional Use to allow for a housing development with gross density of seven (7) units per acre (one hundred and sixty -six (166) units), resident community center and related facilities in the B-MU South 27th Street Mixed-Use District, upon property located at 7705 S 31st Street, (TKN 786 9988 000), 7631 S. 31st Street, (TKN 786 9987 000), and 7721 S 31st Street (TKN 786 9992 000). On voice vote, all voted ‘aye’; motion carried (6-0-0). Planned Development Overlay Principal Planner Ecks presented the Planned Development Overlay The Official Notice of Public Hearing was read into the record by Principal Planner Ecks and the Public Hearing opened at 7:38 pm and closed at 7:40 pm. Commissioner Leon moved and Commissioner Haley seconded a motion to recommend approval of an Ordinance to create Planned Development Overlay No. 46, Advenir Azora, which tract of land is located at 7705 S 31st Street, (TKN 786 9988 000), 7631 S. 31st Street, (TKN 786 9987 000), and 7721 S 31st Street (TKN 786 9 992 000, with additional condition requiring elevated exterior materials where appropriate, including but not limited to replacing vinyl siding with lap siding, subject to review by Planning Department staff . On voice vote, all voted ‘aye’; motion carried (6-0-0). Land Combination Principal Planner Ecks presented the Land Combination request. Commissioner Leon moved and Alderwoman Eichmann seconded a motion to recommend approval of a Resolution approving a land combination for Advenir Azora Development to combine 7705 S 31st Street, (TKN 786 9988 000), 7631 S. 31st Street, (TKN 786 9987 000), and 7721 S 31st Street (TKN 786 9992 000). On voice vote, all voted ‘aye’; motion carried (6-0-0). Site Plan Principal Planner Ecks presented the Site Plan request. Commissioner Leon moved and Alderwoman Eichmann seconded a motion to approve a Resolution approving a Site Plan for the development of a one hundred and sixty-six (166) unit housing development, resident community center and related facilities, and related parking, landscaping and stormwater management upon prop erty located at 7705 S 31st Street, (TKN 786 9988 000), 7631 S. 31st Street, (TKN 786 9987 000), and 7721 S 31st Street (TKN 786 9992 000). On voice vote, all voted ‘aye’; motion carried (6-0-0). 2. Salam Private High School, Major Planned Development District (Public Hearing) and Certified Survey Map. Request to amend Section 15 -3.0434 of the Unified Development Ordinance – Planned Development District No. 29 to modify district boundaries, rezone property located at 10525 W. Loomis Road to PDL No. 29 and Floodplain Overlay District, amend allowed uses w ithin the District, and combine properties located at 10525 W. Loomis Road (Tax Key No. 846 9998 001) and 8910 S. 102nd Street (Tax Key No. 846 9987 003). Major Planned Development District Planning Associate Fuchs presented the Major Planned Development District request. The Official Notice of Public Hearing was read into the record by Planning Associate Fuchs and the Public Hearing opened at 8:00 pm and closed at 8:02 pm. Alderwoman Eichmann moved and Commissioner Leon seconded a motion to recommend approval of an Ordinance to amend Section 15 -3.0434 of the Unified Development Ordinance Planned Development District No. 29 to modify district boundaries and rezone property located at 10525 West Loomis Road to PDL No. 29 and Floodpl ain Overlay District and to amend allowed uses within the District. On voice vote, all voted ‘aye’; motion carried (6-0-0). Certified Survey Map Planning Associate Fuchs presented the Certified Survey Map request. Commented [RM1]: Marion. Please review this part. Commented [ME2R1]: Looks good Commissioner Leon moved and Commissioner Haley seconded a motion to recommend approval of a one -lot Certified Survey Map to combine properties located at 10525 W. Loomis Road and 8910 S. 102nd Street. On voice vote, all voted ‘aye’; motion carried (6- 0-0). 3. Club Car Wash, Rezoning. Request to rezone property located at 2821 W. College Avenue (TKN 714 9973 001) from B-G - General Business District to B-MU - South 27th Street Mixed-Use District for a proposed car wash development. Planning Associate Fuchs presented the Rezoning request. The Official Notice of Public Hearing was read into the record by Planning Associate Fuchs and the Public Hearing opened at 8:26 pm and closed at 8:26 pm. Commissioner Leon moved and Commissioner Specht seconded a motion to recommend approval of an Ordinance to rezone property located at 2821 W. College Avenue from B - G - General Business District to B -MU - South 27th Street Mixed -Use District for a proposed car wash development. On voice vote, all voted ‘aye’; motion carried (6-0-0). 4. Club Car Wash, Conditional Use (Public Hearing) and Certified Survey Map . Applications related to an approximately 4,358 square foot car wash development upon properties located at 6311 S 27th Street (TKN 714 9973 000), 2723 W. College Avenue (TKN 714 9969 001), 2729 W. College Avenue (TKN 714 9970 001), 2807 W. College Avenue (TKN 714 9971 000), and 2821 W. College Avenue (TKN 714 9973 001). Conditional Use Planning Associate Fuchs presented the Conditional Use request. The Official Notice of Public Hearing was read into the record by Planning Associate Fuchs and the Public Hearing opened at 8:30 pm and closed at 8:30 pm. Commissioner Haley moved and Commissioner Leon seconded a motion to table the Conditional Use request until the applicant submits a sound study. On voice vote, all voted ‘aye’; motion carried (6-0-0). Certified Survey Map Planning Associate Fuchs presented the Certified Survey Map request. Commissioner Leon moved and Alderwoman Eichman seconded a motion to recommend approval of a one-lot Certified Survey Map to combine properties located at 6311 S 27th Street, 2723 W. College Avenue, 2729 W. College Avenue, 2807 W. College Avenue, and 2821 W. College Avenue. On voice vote, all voted ‘aye’; motion carried (6-0-0). Mayor Nelson called a recess at 8:36 pm, the meeting was reconvened at 8:41 pm. D. Citizen comment period. Citizens may comment upon the Business Matter items set forth on this meeting agenda. The citizen comment period opened at 8:42 p.m. and closed at 8:42 p.m. E. Business Matters 1. Poths General, Certified Survey Map. Request for approval of a 4-Lot Certified Survey Map related to the Poths General mixed -use development located at approximately 7154 South 76th Street (Tax Key Nos. 756 9993 012, 756 9993 016, and 756 9993 021). Planning Associate Fuchs presented the Certified Survey Map request. Commissioner Leon moved and Commissioner Haley seconded a motion to recommend approval of a 4 -Lot Certified Survey Map related to the Poths General mixed -use development located at approximately 7154 South 76th Street (Tax Key Nos. 756 9993 012, 756 9993 016, and 756 9993 021). On voice vote, all voted ‘aye’; motion carried (6 - 0-0). F. Adjournment Alderwoman Eichmann moved and Commissioner Specht seconded to adjourn the meeting at 8:45 pm. On voice vote, all voted ‘aye’; motion carried (6-0-0). 1 CITY OF FRANKLIN REPORT TO THE PLAN COMMISSION Meeting of July 23, 2026 CONDITIONAL USE TIME EXTENSION RECOMMENDATION: Department of City Development staff recommends approval of this Conditional Use Time Extension subject to the conditions set forth in the attached resolution. Project name: Lake Grove Place, a multifamily development Property Owner: M. Manzur Hassan Khan, Ali Siddiqui, Et Al Applicant: Safari Homes Franklin, LLC Property Address/TKN: 3709 W. College Avenue / 713 9996 003 Aldermanic District: District 3 Zoning District: R-MF Multiple-Family Residence District Staff Planner: Régulo Martínez-Montilva, AICP, CNUa, Planning Manager Submittal date: 06-02-2026 Application number: PPZ26-0064 Action requested: Approval of two-year extension The applicant is requesting a second time extension of Conditional Use permit for the Lake Grove Place multifamily development granted in 2024. The applicant states that “this additional time will allow us to finalize construction agreements, secure necessary financing, and proceed with the project in alignment with the City of Franklin’s guidelines and expectations”. The subject Conditional Use permit was granted on May 21, 2024, by Resolution 2024- 8153, and extended for one year by Resolution 2025- 8335. With the 2025 Unified Development Ordinance, a Conditional Use permit approval can be valid for two years, therefore, the applicant is requesting a two- year extension . The applicant submitted this request on June 2, 2026, before the expiration of the Conditional Use permit on June 3. The applicant is not proposing any changes to the Conditional Use permit at this time. STAFF RECOMMENDATION Department of City Development staff recommends approval of this Conditional Use Time Extension subject to the conditions set forth in the attached resolution. Item C.1. COLLEGE AVE COLLEGE AVE 35TH ST 3633 3663 6347 3623 3675 3643 63353641 3709 6327 3667 6313 3657 6367 6355 3621 3635 6377 3679 6323 6351 6331 6371 6363 6350 3873 3823 3869 3859 3821 3851 3845 3865 3831 3807 3841 3803 3715 38153809 3879 3837 3755 3863 City of Franklin Property Viewer SEWRPC, Maxar, Microsoft Parcel 5/13/2025, 11:23:57 AM 0 0.03 0.050.01 mi 0 0.04 0.080.02 km 1:2,257 Guest Earthstar Geographics | City of Franklin, WI | STATE OF WISCONSIN CITY OF FRANKLIN MILWAUKEE COUNTY [Draft 06/23/26] RESOLUTION NO. 2026-____ A RESOLUTION TO EXTEND FOR ADDITIONAL TWO (2) YEARS RESOLUTION NO. 2024-8153, A RESOLUTION IMPOSING CONDITIONS AND RESTRICTIONS FOR THE APPROVAL OF A SPECIAL USE FOR LAKE GROVE PLACE, A MULTI- FAMILY DEVELOPMENT WITH 38 DWELLING UNITS UPON PROPERTY LOCATED AT APPROXIMATELY 3709 W COLLEGE AVENUE (SAFARI HOMES FRANKLIN LLC) WHEREAS, Resolution No. 2024-8153, a resolution imposing conditions and restrictions for the approval of a special use for L ake Grove Place, a multi -family development with 38 dwelling units upon property located at approximately 3709 W College Avenue (Safari Homes Franklin LLC), was adopted by the Common Council on May 21, 2024; and extended for one year by Resolution 2025-8335; and WHEREAS, Resolution No. 2024- 8153 provides in part that “ the Special Use permission granted under this Resolution shall be null and void upon the expiration of one year from the date of adoption of this Resolution, unless the Special Use has been established by way of the issuance of building permits”; and WHEREAS, the Plan Commission having considered such time extension request and having determined that it will promote the health, safety and welfare of the Community. WHEREAS, by the Plan Commission of the City of Franklin, Wisconsin, having recommended a two -year extension to provide that the Lake Grove Place Special Use shall be established by way of the issuance of buildings permits within two (2) years from the date of adoption of this Resolution; and NOW, THEREFORE, BE IT RESOLVED, the Common Council having considered the application and having concurred with the recommendation of the Plan Commission and having determined that the proposed time extension to Resolution No. 2024- 8153 will promote the health, safety and welfare of the Community; and BE IT FINALLY RESOLVED, by the Common Council of the City of Franklin, Wisconsin, that all other terms and provisions of Resolution No. 2024- 8153, not inconsistent with the terms and provisions of this Resolution, shall remain in full force and effect. Introduced at a regular meeting of the Common Council of the City of Franklin this _______ day of ____________________, 2026. SAFARI HOMES FRANKLIN LLC – CONDITIONAL USE TIME EXTENSION RESOLUTION NO. 2026-_____ Page 2 Passed and adopted at a regular meeting of the Common Council of the City of Franklin this _______ day of ____________________, 2026. APPROVED: _________________________________ John R. Nelson, Mayor ATTEST: ___________________________________ Shirley J. Roberts, City Clerk AYES ______ NOES ______ ABSENT ______ a 6Pi Date: June 2, 2026 City of Franklin Department of Planning & Zoning 9229 W. Loomis Road Franklin, WI 53132 RE: Request for Special Use Permit Renewal and Extension To Whom it May Concern, I am writing to formally request the renewal and extension of the Special Use Permit currently associated with Lake Grove Place at 3709 W College Ave. As you are aware of the volatility in the construction industry due to tariff and other financing challenges, we are still committed to our project. We have diligently worked with multiple builders and finally were able to bring the cost down where the project would be still feasible. Additionally, we are planning to bring down the phases from three which were supposed to take 36 months to finish, to two phases which we plan to finish in 18 months. In light of these changes, we respectfully request an extension to the current permit. This additional time will allow us to finalize construction agreements, secure necessary financing, and proceed with the project in alignment with the City of Franklin’s guidelines and expectations. We remain committed to complying with all applicable regulations and ensuring that our project contributes positIvely to the community. We appreciate your understanding and consideration of this request, and we are happy to provide any additional documentation or information as needed. Thank you for your time and attention. We look forward to your continued support. Sincerely, M Manzur Hassan Khan Managing Partner, Safari Homes Franklin LLC 1 CITY OF FRANKLIN REPORT TO THE PLAN COMMISSION Meeting of July 23, 2026 Land Combination RECOMMENDATION: Department of City Development staff recommends approval of this Land Combination request subject to the conditions set forth in the attached resolution. Project name: Yaskawa America Inc. – Land Combination Property Owner: Yaskawa America Inc. Applicant: Michael Salentine, Yaskawa America Inc. Property Address/TKN: 4801 W Ashland Way (3 World Packaging Circle) / 900 0009 021 & 4710 W Basswood Drive / 900 0009 007 Aldermanic District: District 4 Zoning District: Planned Development Legacy (PDL-18) Staff Planner: Régulo Martínez-Montilva, AICP, CNUa, Planning Manager Submittal date: 03-13-2026 Application number: PPZ26-0025 Action requested: Approval of Land Combination request Land Combination to join two vacant lots in P lanned Development Legacy (PDL) No. 18, also known as Franklin Business Park. Lots to be combined: • Lot 4 and part of Lot 3 of Certified Survey Map (CSM) No. 7638. • Parcel 3 of CSM No. 6836. The resulting parcel would have an area of 12.3 acres which meets the minimum lot size of one acre in PDL-18 per Ordinance 93-1279. Separately, the applicant has requested a lot line adjustment to add a portion of Lot 3 of Certified Survey Map (CSM) No. 7638, this portion is labeled as “land swap parcel” on the survey. The resulting impervious surface of Lot 3 is 56% according to applicant’s calculations which doesn’t exceed the maximum impervious surface allowed of 75% in PDL-18. This Land Combination application complies with Ordinance 93- 1279 and Unified Development Ordinance (UDO) Section 15-9-13B Land Combination. STAFF RECOMMENDATION Planning Department staff recommends approval of this Land Combination request subject to the conditions set forth in the attached resolution. Item E.1. STATE OF WISCONSIN CITY OF FRANKLIN MILWAUKEE COUNTY [draft 07-16-26] RESOLUTION NO. 2026-_____ A RESOLUTION CONDITIONALLY APPROVING A LAND COMBINATION FOR 4801 W. ASHLAND WAY & 4710 W. BASSWOOD DRIVE (TKN 900 0009 021 & 900 0009 007) (YASKAWA AMERICA INC, APPLICANT AND PROPERTY OWNER) WHEREAS, the City of Franklin, Wisconsin, having received an application for approval of a proposed Land Combination for Yaskawa America Inc. to combine 4801 W. Ashla nd Way and 4701 W. Basswood Drive, properties more particularly described as follows: 4801 W. ASHLAND WAY (TKN 900 0009 021) LOT 4 AND PART OF LOT 3 OF CERTIFIED SURVEY M AP NO. 7638, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 3 OF CERTIFIED SURVEY MAP NO. 7638; THENCE N 0°57'16" W ALONG THE WEST LINE OF SAID LOT 3, 141.00 FEET; THENCE S 13°48'02" E, 144.64 FEET TO THE SOUTH LINE OF SAID LOT 3; THENCE S 89°04'50" E, 32.16 FEET ALONG THE SOUTH LINE OF SAID LOT 3 TO THE POINT OF BEGINNING. 4701 W. BASSWOOD DRIVE (TKN 900 0009 007) PARCEL 3 OF CERTIFIED SURVEY MAP NO. 6836. WHEREAS, the Plan Commission having reviewed such application and recommended approval thereof and the Common Council having reviewed such application and Plan Commission recommendation and the Common Council having determined that such proposed land combination is appropriate for approval pursuant to law upon certain conditions, all pursuant to §15-9-13B of the Unified Development Ordinance, Land Combination Permits. NOW, THEREFORE, BE IT RESOLVED, by the Mayor and Common Council of the City of Franklin, Wisconsin, that the petition of Yaskawa America Inc, for the approval of a Land Combination for the property particularly described in the preamble to this Resolution, be and the same is hereby approved, subject to the following conditions: 1. Yaskawa America Inc. , successors and assigns , shall pay to the City of Franklin the amount of all development compliance, inspection and review fees incurred by th e City of Franklin, including fees of consults to the City of Franklin, for the Gerovac Land Combination project, within 30 days of invoice for same. Any violation of this provision shall be a violation of the Unified Development Ordinance, and subject to §15-9-14 thereof and §1- 19 of the Municipal Code, the general penalties and remedies provisions, as amended from time to time. 2. The approval granted hereunder is conditional upon Yaskawa America Inc. Land Combination project for the properties located at 4801 W. Ashland Way & 4710 W. Basswood Drive (TKN 900 0009 021 & 900 0009 007): (i) being in compliance with YASKAWA AMERICA INC. – LAND COMBINATION RESOLUTION NO. 2026-_____ Page 2 all applicable governmental laws, statutes, rules, codes, orders and ordinances; and (ii) obtaining all other governmental approvals, permits, licenses and the like, required for and applicable to the project to be developed and as presented for this approval. BE IT FINALLY RESOLVED that the City Clerk be and is hereby directed to obtain the recording of a certified copy of this Resolution in the Offi ce of the Register of Deeds for Milwaukee County, Wisconsin. Introduced at a regular meeting of the Common Council of the City of Franklin this ____ day of _____________, 2026. Passed and adopted at a regular meeting of the Common Council of the City of Franklin this __________ day of __________, 2026. APPROVED: ________________________________ John R. Nelson, Mayor ATTEST: __________________________________ Shirley J. Roberts, City Clerk AYES ______ NOES ______ ABSENT _____ _ FRANKLIN DR ASHLAND WAY AIRWAYS AVE ASHLAND WAY BASSWOOD DR PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 9635 9651 9655 9719 9702 9758 5075 9750 9780 960096109616 9622 9650 9654 9660 9670 9705 9705 9705 9705 46204710 14701 4801 City of Franklin Property Viewer City of Franklin, WI, City of Franklin, WI & Milwaukee County Land Information Office, FEMA, SE Wisc Reg Planning Comm, Microsoft, Vantor Parcel Road Right-of-Way Zoning PDL - Planned Development Legacy 7/16/2026, 10:06:42 AM 0 275 550137.5 ft 0 80 16040 m 1:2,966 City of Franklin Planning Department 1 Date: June 11, 2026 To: Michael Salentine, Yasakawa America Inc. Gregg Prossen, The Consortium ae LLC From: Régulo Martínez-Montilva, AICP, CNU-A Planning Manager RE: Staff Comments – Yaskawa Site Plan & Land Comb ination LAND COMBINATION 4801 W Ashland Way (TKN 900 0009 021) & 4710 W Basswood Drive (TKN 900 0009 007) Request to combine these two parcels into a single 12-acre parcel. Planning Department Planning staff reviewed your application for compliance with: • Ordinance 93-1279 , Planned Development District No. 18 Franklin Business Park. • Unified Development Ordinance Section 15-9-13B Land Combination. 1. Lot size . The combined parcel meets the minimum lot size of one acre. 2. Land/building ratio . The adjacent parcel to the northeast (Lot 3 of CSM 7638) will lose the “LAND SWAP PARCEL” as labeled in your survey. Please submit impervious surface calculations of Lot 3 to attest compliance with the maximum land/building ratio of 75% (Ord. 93-1279 Section 8). 3. Approval process . Your Land Combination application needs to be presented before the Community Development Authority, Plan Commission and Common Council for approval. Planning staff will contact you to coordinate meeting dates. Fire Department No comments Inspection Services Department No comments City of Franklin Planning Department 2 SITE PLAN 4800 W Ashland Way (TKN 900 0009 018) Proposed manufacturing facility to assemble, finish and test robots and robot controllers. Single-story building with 100,000 sf of gross floor area. Planning Department Planning staff reviewed your application for compliance with: • Ordinance 93-1279 , Planned Development District No. 18 Franklin Business Park. • Ord. 97-1437 . • Unified Development Ordinance Section 15-9-03B Site Plan Review. 1. Land use. Manufacturing is a permitted use in the Industrial Area of the Franklin Business Park (Ord. 93-1279 Section 5). 2. Outdoor café. Is the outdoor café open to the public? Note that this use is not listed as a permitted use in the Industrial Area of the Franklin Business Park. It would be a permitted use provided it’s ancillary to the manufacturing use and not open to the public (i.e. employees lunch area). 3. Setbacks. Building and parking areas comply with minimum setbacks set forth in Ord. 93-1279, with the exception of retaining wall and loading area on the northeast side of the building. Please confirm that adjacent parcel is under the same ownership. 4. Building height . Ord. 97-1437 increased maximum building height in the Franklin Business Park to 60 feet. Proposed building complies with this requirement. 5. Signs. Separate sign permits are required for signs, including but not limited to wall signs depicted in exterior building elevations and renderings. Planning staff have not reviewed any signs as part of this site plan review, signs will be subject to separate reviews when you apply for sign permits. 6. Outdoor storage. Any proposed outdoor storage area? If so, please indicate on the site plan. 7. Franklin Business Park Review Board. Planning Department staff does not review your application for compliance with the “Design and Construction Guidelines for Franklin Business Park” (attached). Please contact the Franklin Business Park Review Board for their separate approval, then please submit written approval to us. 8. Approval process . Your Site Plan application needs to be presented before the Community Development Authority and Plan Commission for approval. Planning staff will contact you to coordinate meeting dates. City of Franklin Planning Department 3 Engineering Department • Engineering has no comments on the new site plan. A separate engineering review will be done later in the process. Civil plans will need to be submitted to engineering for review of the utilities. A SWMP may be required. Fire Department 1. Existing fire hydrant locations are acceptable and approved as presented. 2. Building Fire Department Connection (FDC) must be acceptable to AHJ. 3. Fire department access paths are approved as presented. 4. Follow all relevant WI DSPS and IBC code requirements for fire protection systems for given occupancy, use, and construction types. 5. Permitting and submittal instructions for fire protection system review and inspection can be found at: https://www.franklinwi.gov/Departments/Fire.htm Inspection Services Department • Structure shall be designed and constructed in accordance with the Wisconsin Commercial Building Code. LOT 3CSM NO. 7638LOT 1CSM NO. 7638LOT 2CSM NO. 7638LOT 4CSM NO. 7638Taxkey: 900 0009 0214801 W. ASHLAND WAY70.0'Utility Easement ExistingBuildingExistingBuildingExisting Building part of Lot 3590,571 SQ. FT.Lot 4, & part of Lot 3535,891 SQ. FT.East line of Lot 2LAND SWAP PARCELPARCEL 3CSM NO. 6836TAXKEY: 900 0009 0074710 W. BASSWOOD DRIVEPARCEL 2CSM NO. 6836PARCEL 1CSM NO. 6158PARCEL 2CSM NO. 6804PARCEL 1 & 2CSM NO. 6149ExistingBuildingExistingBuilding S. OAKWOOD PARK DR.(public R/W Width varies)W. ASHLAND WAY(70' wide public R/W) BASSWOOD DR(70' wide public R/W) 17.8'19.5'16.0'4.0'7.9'12.2'563.0'N26° 17' 21"W 578.48'N86° 22' 53"E 42.60'N86° 02' 05"E 106.00'L=141.39R=4965.00CH B=N86° 51' 02"ECH L=141.39D=1°37'54"L=144.87R=4965.00CH B=N88° 29' 54"ECH L=144.87D=1°40'18"L=23.11R=30.00CH B=S68° 36' 03"ECH L=22.54D=44°07'52"L=79.35R=60.00CH B=S84° 25' 40"ECH L=73.69D=75°46'16"S32° 18' 50"E 30.36'N89° 03' 00"E 107.85'S5° 31' 24"E 630.59'L=328.28R=1054.75CH B=S79° 41' 50"WCH L=326.96D=17°49'58"N13° 48' 02"W 448.32'S56° 21' 49"W 25.00'N10° 26' 43"W 231.52'S13° 48' 02"E 144.64'S89° 04' 50"W 32.16'N0° 57' 16"W 141.00'N89° 03' 00"E 107.85'S0° 56' 56"E 460.60'L=60.00R=60.00CH B=N29° 02' 21"ECH L=57.53D=57°17'42"S89° 22' 19"E 506.79'L=203.12R=535.00CH B=S78° 29' 42"ECH L=201.90D=21°45'10"S67° 37' 08"E 260.55'L=237.95R=570.00CH B=S11° 00' 35"WCH L=236.22D=23°55'06"S0° 56' 58"E 285.62'S89° 03' 02"W 766.99'N80° 38' 45"E 203.76'N89° 03' 02"E 89.70'N3° 16' 18"W 137.20'Utility EasementDocument No.9192393 00150'300' Plat of SurveyLot 3 and Lot 4 of Certified Survey Map No. 7638 and Parcel 3 of Certified Survey Map No. 6836, all being a part of the Northeast 14 and theNorthwest 14 of the Northeast 14 of Section 26, Township 5 North, Range 2 East, in the City of Franklin, County of Milwaukee, State of Wisconsin I, Kevin A. Slottke, Professional Land Surveyor, certify that I have surveyed the above described property, to the best of my knowledge and ability, and that themap shown hereon is a true representation thereof and shows the size and location of the property, it's exterior boundaries, the location of all visible structuresthereon, boundary fences, apparent easements, roadways and encroachments, if any.Kevin A. Slottke, P.L.S. 2503 March 12, 2026DATE: 3/12/2026 SCALE:1" = 150'www.thesigmagroup.com1300 West Canal StreetMilwaukee, WI 53233Phone: 414-643-4200Fax: 414-643-421022394-Plat Land Swap.dwgYAI FRANKLIN - FCA-FW7801 W. ASHLAND WAYFRANKLIN, WI 53132FIGURE 1Land Swap ExhibitKAS Legal Description of land swap parcel:Part of Lot 4 and Lot 3 of Certified Survey Map No. 7638 being a part of the Northeast 14 and the Northwest 14 of the Northeast 14 of Section 26, Township 5 North, Range 2 East, inthe City of Franklin, County of Milwaukee, State of WisconsinMore particularly described as follows:Beginning at the southwest corner of Lot 3 of Certified Survey Map No. 7638; thence N 0°57'16" W along the west line of said Lot 3, 141.00 feet; thence S 13°48'02" E, 144.64feet to the south line of said Lot 3; thence S 89°04'50" E, 32.16 feet along the south line of said Lot 3 to the point of beginning.containing 2,267.20 square feet. 1 CITY OF FRANKLIN REPORT TO THE PLAN COMMISSION Meeting of July 23, 2026 SITE PLAN RECOMMENDATION: Planning Department staff recommends approval of this Site Plan to allow for new manufacturing facility, subject to the conditions set forth in the attached resolution. Project name: Yaskawa America Inc. – Site Plan for new manufacturing facility Property Owner: Yaskawa America Inc. Applicant: Michael Salentine, Yaskawa America Inc. Property Address/TKN: 4800 W Ashland Way / 900 0009 018 Aldermanic District: District 4 Zoning District: Planned Development Legacy (PDL-18) Staff Planner: Régulo Martínez, AICP, CNUa, Planning Manager Submittal date: 04-24-2026 Application number: PPZ26-0054 Site Plan to allow for development of a 100,000 SF single story, 45’ tall precast manufacturing facility which will include 25,000 SF of mezzanine space. Yaskawa intends to assemble, finish and test their robots and robot controllers at this facility. Stormwater to be managed via a common pond off site. Planning Department staff reviewed this application for compliance with: • Ordinance 93-1279, Planned Development District No. 18 Franklin Business Park (PDL-18). • Ord. 97-1437. • Unified Development Ordinance Section 15-9-03B Site Plan Review. Manufacturing is a permitted use in the Industrial Area of the Franklin Business Park (Ord. 93-1279 Section 5). The proposed outdoor café is private, therefore, it’s a permitted accessory use. No outdoor storage is proposed. There no natural resource on site per Natural Resource Protection Plan. Building and parking areas comply with minimum setbacks set forth in Ord. 93-1279. The retaining wall and loading area on the northeast side of the building would encroach into adjacent parcel to the east (4700 W Ashland Way), this parcel is also owned by the applicant. Ord. 97-1437 increased maximum building height in the Franklin Business Park to 60 feet. The proposed building complies with this requirement. The applicant received approval from the Franklin Business Park Review Board for compliance with the “Design and Construction Guidelines for Franklin Business Park”. STAFF RECOMMENDATION Planning Department staff recommends approval of this Site Plan to allow for new manufacturing facility, subject to the conditions set forth in the attached resolution. Item E.2. STATE OF WISCONSIN CITY OF FRANKLIN MILWAUKEE COUNTY PLAN COMMISSION [draft 07-16-26] RESOLUTION NO. 2026-____ A RESOLUTION APPROVING A SITE PLAN FOR THE DEVELOPMENT OF A MANUFACTURING FACILITY LOCATED AT 4800 W ASHLAND WAY (TAX KEY NO. 900 0009 018) (YASKAWA AMERICA INC., APPLICANT AND PROPERTY OWNER) WHEREAS, Micheal Salentine, Yaskawa America Inc. having applied for approval of a proposed site plan for the development of a manufacturing facility, consisting of a 100,000-squarefoot single story building which will include 25,000 SF of mezzanine space. Yaskawa America Inc. intends to assemble, finish and test their robots and robot controllers at this facility; and WHEREAS, the Plan Commission having reviewed such proposal and having found same to be in compliance with the applicable terms and provisions of the Unified Development Ordinance and in furtherance of those express standards and purposes of a site plan review pursuant to §15- 9-03.B of the Unified Development Ordinance and Ordinance 93-1279 Planned Development District No. 18. NOW, THEREFORE, BE IT RESOLVED, by the Plan Commission of the City of Franklin, Wisconsin, that the Site Plan for the development of a manufacturing facility, as depicted upon the plans submitted on April 24, 2026, attached hereto and incorporated herein, is hereby approved, subject to the following terms and conditions: 1. The property subject to the Site Plan shall be developed in substantial compliance with, and operated and maintained pursuant to the Site Plan for the Yaskawa America Inc. development submitted on April 24, 2026 and attached as Exhibit A. 2. Yaskawa America Inc., successors and assigns, and any developer of the project, shall pay to the City of Franklin the amount of all development compliance, inspection and review fees incurred by the City of Franklin, including fees of consults to the City of Franklin, for the Yaskawa America Inc. development project , within 30 days of invoice for same. Any violation of this provision shall be a violation of the Unified Development Ordinance, and subject to §15- 9-14 thereof and §1-19 of the Municipal Code, the general penalties and remedies provisions, as amended from time to time. 3. The approval granted hereunder is conditional upon the Yaskawa America Inc. development project for the propert y located at 4800 W Ashland Way: (i) being in compliance with all applicable governmental laws, statutes, rules, codes, orders and ordinances; and (ii) obtaining all other governme ntal approvals, permits, licenses and YASKAWA AMERICA INC. – SITE PLAN RESOLUTION NO. 2026-____ Page 2 the like, required for and applicable to the project to be developed and as presented for this approval. 4. That the Yaskawa America Inc. Site Plan shall be developed and constructed pursuant to such Site Plan within two years from the date of adoption of this Resolution, or this Resolution and all rights and approvals granted hereunder shall be null and void, without any further action by the City of Franklin. 5. This resolution is not approving outdoor signs. The applicant must obtain separate sign permits prior to the installation of outdoor signs. 6. The applicant must obtain separate approvals from the Engineering Department for stormwater management, utilities, grading and erosion control prior to any land disturbance activities. Introduced at a regular meeting of the Plan Commission of the City of Franklin this _______ day of _____________, 2026. Passed and adopted at a regular meeting of the Plan Commission of the City of Franklin this _____ day of ___________, 2026. APPROVED: ATTEST: _________________________________ John R. Nelson, Mayor ___________________________________ Shirley J. Roberts, City Clerk AYES ______ NOES ______ ABSENT ______ Exhibit A 54TH ST RYAN RD FRANKLIN DR ASHLAND WAY RYAN RD ASHLAND WAY B-RB-RB-RB-R B-R PDL 18PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 5200 5230 5290 5300 5360 5390 9630 9640 9646 9650 9635 9651 9655 960096109616 9622 9650 9654 4800 4701 4801 5000 5004 5010 5016 5020 5026 5032 5036 5050 5054 5058 5062 5066 5070 5074 City of Franklin Property Viewer City of Franklin, WI, City of Franklin, WI & Milwaukee County Land Information Office, FEMA, SE Wisc Reg Planning Comm, Microsoft, Vantor Parcel Road Right-of-Way Zoning R-SE - Suburban/Estate Residence R-MF - Multiple-Family Residence B-R - Regional Business PDL - Planned Development Legacy 7/16/2026, 11:30:27 AM 0 275 550137.5 ft 0 80 16040 m 1:2,966 April 23, 2026 City of Franklin Plan Commission, Community Development Authority & Staff 9229 W. Loomis Road Franklin, WI. 53132 Memo RE: 7800 W Ashland Way – Yaskawa America, Inc (YAI) Robot-Semi Facility Franklin Zoning Compliance The property located at 7800 W Ashland Way in the Franklin Business Park is currently unimproved (no structures) and owned by Yaskawa America, Inc. Yaskawa is contemplating the construction of a 100,000 GSF single story, 45’ tall precast manufacturing facility which will include 25,000 GSF of mezzanine space. The precast exterior system will have field elements to match the precast at the existing Yaskawa owned buildings at 1 and 2 World Packaging Circle. The facility will have fenestration on all 4 walls and will be full air conditioned. The building will be fully protected by a NFPA 13 compliant automatic fire sprinkler system. The building will have 3 docks, 1 dock height recycling/trash system and 1 drive in overhead door. A small, screened seasonal outdoor café area is planned for the south side of the building adjacent to the café and main entry. Yaskawa intends to assemble, finish and test their robots and robot controllers at this facility. Yaskawa may add the manufacture and assembly of their drive system servicing the semi-conductor manufacturing industry. The facility will employ approximately 80 employees on a single shift. The project is intended to meet Franklin Zoning Codes and Franklin Business Park covenants and deed restrictions. Exterior site improvements include 109 parking spaces. The site after improvements will be 64.5% impervious (35.5% green). Yaskawa America, Inc products (electric motor drives, solar inverters and robotics) are best described on their website https://www.yaskawa.com/products . Respectfully submitted, the Consortium ae LLC Gregg M. Prossen, PE LEED-AP President | Principal City of Franklin Planning Department 1 Date: June 11, 2026 To: Michael Salentine, Yasakawa America Inc. Gregg Prossen, The Consortium ae LLC From: Régulo Martínez-Montilva, AICP, CNU-A Planning Manager RE: Staff Comments – Yaskawa Site Plan & Land Comb ination LAND COMBINATION 4801 W Ashland Way (TKN 900 0009 021) & 4710 W Basswood Drive (TKN 900 0009 007) Request to combine these two parcels into a single 12-acre parcel. Planning Department Planning staff reviewed your application for compliance with: • Ordinance 93-1279 , Planned Development District No. 18 Franklin Business Park. • Unified Development Ordinance Section 15-9-13B Land Combination. 1. Lot size . The combined parcel meets the minimum lot size of one acre. 2. Land/building ratio . The adjacent parcel to the northeast (Lot 3 of CSM 7638) will lose the “LAND SWAP PARCEL” as labeled in your survey. Please submit impervious surface calculations of Lot 3 to attest compliance with the maximum land/building ratio of 75% (Ord. 93-1279 Section 8). 3. Approval process . Your Land Combination application needs to be presented before the Community Development Authority, Plan Commission and Common Council for approval. Planning staff will contact you to coordinate meeting dates. Fire Department No comments Inspection Services Department No comments City of Franklin Planning Department 2 SITE PLAN 4800 W Ashland Way (TKN 900 0009 018) Proposed manufacturing facility to assemble, finish and test robots and robot controllers. Single-story building with 100,000 sf of gross floor area. Planning Department Planning staff reviewed your application for compliance with: • Ordinance 93-1279 , Planned Development District No. 18 Franklin Business Park. • Ord. 97-1437 . • Unified Development Ordinance Section 15-9-03B Site Plan Review. 1. Land use. Manufacturing is a permitted use in the Industrial Area of the Franklin Business Park (Ord. 93-1279 Section 5). 2. Outdoor café. Is the outdoor café open to the public? Note that this use is not listed as a permitted use in the Industrial Area of the Franklin Business Park. It would be a permitted use provided it’s ancillary to the manufacturing use and not open to the public (i.e. employees lunch area). 3. Setbacks. Building and parking areas comply with minimum setbacks set forth in Ord. 93-1279, with the exception of retaining wall and loading area on the northeast side of the building. Please confirm that adjacent parcel is under the same ownership. 4. Building height . Ord. 97-1437 increased maximum building height in the Franklin Business Park to 60 feet. Proposed building complies with this requirement. 5. Signs. Separate sign permits are required for signs, including but not limited to wall signs depicted in exterior building elevations and renderings. Planning staff have not reviewed any signs as part of this site plan review, signs will be subject to separate reviews when you apply for sign permits. 6. Outdoor storage. Any proposed outdoor storage area? If so, please indicate on the site plan. 7. Franklin Business Park Review Board. Planning Department staff does not review your application for compliance with the “Design and Construction Guidelines for Franklin Business Park” (attached). Please contact the Franklin Business Park Review Board for their separate approval, then please submit written approval to us. 8. Approval process . Your Site Plan application needs to be presented before the Community Development Authority and Plan Commission for approval. Planning staff will contact you to coordinate meeting dates. City of Franklin Planning Department 3 Engineering Department • Engineering has no comments on the new site plan. A separate engineering review will be done later in the process. Civil plans will need to be submitted to engineering for review of the utilities. A SWMP may be required. Fire Department 1. Existing fire hydrant locations are acceptable and approved as presented. 2. Building Fire Department Connection (FDC) must be acceptable to AHJ. 3. Fire department access paths are approved as presented. 4. Follow all relevant WI DSPS and IBC code requirements for fire protection systems for given occupancy, use, and construction types. 5. Permitting and submittal instructions for fire protection system review and inspection can be found at: https://www.franklinwi.gov/Departments/Fire.htm Inspection Services Department • Structure shall be designed and constructed in accordance with the Wisconsin Commercial Building Code. Oconomowoc, WI 53066 Gregg Prossen, Principal 4 1 4 . 4 0 6 . 7 6 2 5 www.consortiumae.com the CONSORTIUM ae PROJECT #: CIVIL ENGINEERING THE SIGMA GROUP 1300 WEST CANAL STREET MILWAUKEE, WI 53233 (414) 643-4200 STRUCTURAL ENGINEERING REYN ENGINEERING 507 S. 2ND STREET, SUITE 201 MILWAUKEE, WI 53204 (414) 254-8526 DESIGN CONSULTANT ANEA DESIGN CO. (414) 739-1792 LANDSCAPE DESIGN HELLER & ASSOCIATES, LLC P.O. BOX 1359 LAKE GENEVA, WI 54147 (262) 639-9733 CONSULTANTS M.E.P. ENGINEERING RING & DUCHATEAU 17400 W CAPITOL DR, BROOKFIELD, WI 53045 (414) 778.1700 PROJECT MAP 2025-23 YAI FRANKLIN -ROBOT-SEMI FACILITY04.27.2026 YAI FRANKLIN - ROBOT-SEMI FACILITY FRANKLIN, WI 53132 A NEW BUILDING FOR: 7800 W. ASHLAND WAY 01-17-2025 SHEET INDEX NO. SHEET NAME CITY ENTITLEMENT PACKAGE 04.27.2026 0 - GENERAL A0.0 TITLE SHEET X A0.1 CODE & ACCESSIBILITY INFORMATION X 1 - SITE C000 CIVIL COVERSHEET X C001 SITE SURVEY X C002 SITE PREPARATION & EROSION CONTROL X C100 SITE PLAN X C200 GRADING PLAN X C300 UTILITY PLAN X C301 UTILITY DETAILS X C400 EROSION CONTROL DETAILS X C401 PAVEMENT DETAILS X C500 SPECIFICATIONS X C501 SPECIFICATIONS X 2 - LANDSCAPE L1.0 EXISTING CONDITIONS LANDSCAPE PLAN X L1.1 OVERALL LANDSCAPE PLAN X L1.2 ENLARGED LANDSCAPE PLAN SOUTH X L1.3 ENLARGED LANDSCAPE PLAN NORTH X L1.4 ENLARGED ENTRY LANDSCAPE PLAN X L1.5 ENLARGED ENTRY LANDSCAPE PLAN X L1.6 LANDSCAPE DETAILS, NOTES & SCHEDULES X 3 - ARCHITECTURAL A1.0 ARCHITECTURAL SITE PLAN X A1.0-LT SITE LIGHTING PLAN X A1.0-SL SITE LINES SECTION & RENDERINGS X A1.1 1ST FLOOR OVERALL - PROPOSED X A1.2 MEZZANINE OVERALL - PROPOSED X A1.4 ENTRY ELEMENT PLANS A2.1 REFLECTED CEILING - OVERALL PLAN A3.1 ROOF PLAN X A4.0 EXTERIOR RENDERINGS X A4.1 EXTERIOR ELEVATIONS X A4.2 ENTRY ELEMENT ELEVATIONS X A5.1 BUILDING SECTIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS A6.3 WALL SECTIONS A6.4 STAIR SECTIONS A9.1 NOTES & SCHEDULES 4 - STRUCTURAL S0.1 GERNERAL STRUCTURAL NOTES S0.2 STRUCTURAL SCHEDULES S0.3 SPECIAL INSPECTIONS S1.0 FOUNDATION PLAN S1.1 MEZZANINE FRAMING PLAN S1.2 ROOF FRAMING PLAN S1.3 ENLARGED ENTRY PLANS S4.0 STRUCTURAL DETAILS S4.1 STRUCTURAL DETAILS S4.2 STRUCTURAL DETAILS S4.3 STRUCTURAL DETAILS SB DN ABBREVIATIONS: ACTACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR AL ALUMINUM BBFBOX, BOX, FILE BBRBASEBOARD RADIATION B.O.BOTTOM OF CBCATCH BASIN CJ CONTROL JOINT CL CARPET LINE CMUCONCRETE MASONRY UNIT(S) CONCCONCRETE CPT CARPET CT CERAMIC TILE CUHCABINET UNIT HEATER DG DOOR GRILLE DECDENTAL EQUIPMENT CONTRACTOR DS DOWNSPOUT DW DISHWASHER E EXISTING EF EXHAUST FAN ES EXPOSED STRUCTURE ETR EXISTING TO REMAIN EWCELECTRONIC WATER COOLER EX EXISTING FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FPR FIRE PROTECTION RISER FS FOOTING STEP GFI GROUND FAULT INTERRUPTING GWBGYPSUM WALL BOARD HB HOSE BIBB HC HANDICAP (ACCESSIBLE) HDWHARDWARE HM HOLLOW METAL LB LIGHT BOLLARD LP LIGHT POLE MAXMAXIMUM MBCMETAL BUILDING CONTRACTOR MH MANHOLE / METAL HALIDE MINMINIMUM MTL METAL OC ON CENTER(S) OS OVERFLOW SCUPPERS PBPIPE BOLLARD PD PENCIL DRAWER PF PREFINISHED PL PLASTIC LAMINATE PT PAINT/ PRESSURE TREATED R RISER RC ROOF CONDUCTOR RD ROOF DRAIN SANSANITARY SM SHEET METAL SS STAINLESS STEEL STSTAIN / STORM STL STEEL SV SOFFIT VENT / SHEET VINYL T TREAD TG TRANSFER GRILLE T.O. TOP OF TS TUBE STEEL UCD UNDER CUT DOOR UCLUNDER CABINET LIGHT U.N.O.UNLESS NOTED OTHERWISE UH UNIT HEATER VB VINYL BASE VCTVINYL COMPOSITION TILE VWCVINYL WALL COVERING WC WATER CLOSET WD WOOD WH WATER HEATER WP WEATHERPROOF / WORK POINT GENERAL NOTES: 1. THE FOLLOWING NOTES APPLY TO ALL CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN THE EXECUTION OF THE WORK SHOWN ON THESE PLANS. 2. THESE NOTES SUPPLEMENT AND ARE A PART OF THE CONTRACT DOCUMENTS. ALL CONSTRUCTION SHALL BE EXECUTED IN CONFORMANCE WITH THE FOLLOWING: a. PLANS AND NOTES b. ALL LOCAL BUILDING AND SAFETY CODES c. FIRE UNDERWRITER RULES AND REGULATIONS d. A.S.T.M. e. INTERNATIONAL BUILDING CODE 3. CONTRACTORS, SUBCONTRACTORS AND SUPPLIERS SHOULD CROSS-REFERENCE ALL SHEETS IN THE DRAWING SET. NOTIFY DESIGN 2 CONSTRUCT (D2C) IMMEDIATELY OF ANY DISCREPANCIES. 4. IN NO CASE SHALL STRUCTURAL ALTERATIONS OR WORK AFFECTING A STRUCTURAL MEMBER BE MADE WITHOUT PROPER WRITTEN APPROVAL OF THE ARCHITECT. 5. ALL CONSTRUCTION AND ERECTION SHALL CONFORM TO OSHA REQUIREMENTS. PROVIDE TEMPORARY BRACING AS REQUIRED. 6. WHERE DETAILS ARE CALLED FOR IN A CERTAIN PORTION OF THE BUILDING, THEY SHALL BE DUPLICATED IN SIMILAR PORTIONS OF THE BUILDING, UNLESS SHOWN OTHERWISE. 7. THESE DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS OR ERECTION DRAWINGS. 8. THE USE OF A SCALE TO OBTAIN DIMENSIONS NOT SHOWN IS NOT PERMITTED. 9. EACH CONTRACTOR AND SUBCONTRACTOR IS RESPONSIBLE FOR CLEANUP AND REMOVAL OF DEBRIS CAUSED BY THEIR PORTION OF THE WORK. 10. SHOP DRAWINGS AND COLOR SAMPLES MUST BE SUBMITTED TO THE ARCHITECT/OWNER FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. 11. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL DESIGNS, CALCULATIONS AND PERMITS AS REQUIRED BY THE ELECTRICAL CONTRACT. ALL WORK MUST CONFORM TO APPROPRIATE STATE, LOCAL AND NATIONAL ELECTRICAL CODES. ANY ELECTRICAL DRAWINGS PROVIDED IN THIS DOCUMENT SET ARE FOR LAYOUT AND INFORMATIONAL PURPOSES ONLY. 12. THE HVAC CONTRACTOR IS RESPONSIBLE FOR ALL DESIGNS, CALCULATIONS AND PERMITS AS REQUIRED BY THE HVAC CONTRACT. ALL WORK MUST CONFORM TO APPROPRIATE STATE, LOCAL AND NATIONAL HVAC CODES. ANY HVAC DRAWINGS PROVIDED IN THIS DOCUMENT SET ARE FOR LAYOUT AND INFORMATIONAL PURPOSES ONLY. 13. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL DESIGNS, CALCULATIONS AND PERMITS AS REQUIRED BY THE PLUMBING CONTRACT. ALL WORK MUST CONFORM TO APPROPRIATE STATE, LOCAL AND NATIONAL PLUMBING CODES. ANY PLUMBING DRAWINGS PROVIDED IN THIS DOCUMENT SET ARE FOR LAYOUT AND INFORMATIONAL PURPOSES ONLY. 14. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR ALL DESIGNS, CALCULATIONS AND PERMITS AS REQUIRED BY THE FIRE PROTECTION CONTRACT. ALL WORK MUST CONFORM TO APPROPRIATE STATE, LOCAL AND NATIONAL FIRE PROTECTION CODES. ANY FIRE PROTECTION DRAWINGS PROVIDED IN THIS DOCUMENT SET ARE FOR LAYOUT AND INFORMATIONAL PURPOSES ONLY. UNLESS NOTED OTHERWISE, ALL HEADS EXPOSED TO VIEW SHALL BE CHROME, SEMI-RECESSED TYPE. CONTRACTOR TO PROVIDE AN ADD ALTERNATE COST FOR CENTERING HEADS IN ACOUSTICAL TILE GRIDS. 15. BOTH THE ELECTRICAL CONTRACTOR AND THE FIRE PROTECTION CONTRACTOR SHALL CONTACT THE LOCAL MUNICIPALITY FOR ANY ADDITIONAL REQUIREMENTS FOR FIRE ALARMS, ANNUNCIATION DEVICES, SMOKE OR HEAT DETECTION DEVICES, STROBES, CONTROL PANELS, ETC. SYMBOLS: BUILDING DEMOLITION NOTE SITE DEMOLITION NOTE NEW DOOR DEMOLISHED DOOR EXISTING DOOR BUILDING CONSTRUCTION NOTE WINDOW TAG PARTITION TYPE GLASS TYPE DOOR TAG ROOM NAME AND NUMBER FROST PROOF HOSE BIB HANDICAP ACCESSIBILITY WORKING POINT CEILING MATERIAL / HEIGHT WP 101 GWB 1'-0" PT-1 W-1 W-1 1i 01 01 01 ELEVATION MATERIAL NOTE01 A101 1 SIM 1 A101 SIM PLAN / DETAIL REFERENCE WALL SECTION REFERENCE BUILDING SECTION REFERENCE CLEAR FLOOR SPACE AT WATER CLOSETS CL TOILET LEVER VALVE CLEAR SPACE AT LAVATORYLAVATORY CLEARANCES GRAB BARS AT WATER CLOSETS 1-1/2" DIA. RAIL (SS OR SLIP RESISTANT CHROME) CLEAR FLOOR SPACE SPACE CLEAR FLOOR CL TOILET STANDARD STALL PARALLEL APPROACH ALSO ACCEPTABLE DISPENSERS AT WATER CLOSETS 6 1/2" BOWL DEPTH MAX. PROTECTED PIPING TOE CLEARANCE AT PARTITIONS CLEAR SPACE AT URINAL TOP OF BOWL OR LAVATORY TOP, WHICH EVER IS GREATER **(D2C REQUIREMENT PUTS THE LAVATORY TOP AT 33" MAXIMUM) URINAL HEIGHT REAR GRAB BAR WITH ADJACENT RECESSED FIXTURE CL TOILET 17" -19" 33" -36" 12" MAX 42" MIN. 36" MIN. 30" MIN. 48" MIN. 34" MAX. 27" MIN. 9" MIN. 8" MIN. 12" MIN . 56" MIN. (WALL-HUNG WC) 60" MIN. 16"-18" 1 1/2" MIN 48" MAX. 18" MIN. 1'-0" MIN. 9" 6" 30" MIN. 48" MIN. 39" - 41" 39" -41" 1'-6" MIN. 17" MAX. 11" MIN. 11" MIN. 24" MIN. 54" MIN. 24" MIN. 36" MAX. 42" MAX. 24" MIN . 33" -36" 59" MIN. (FLR-MTD. WC) ALL PERMANENT SIGNAGE SHALL HAVE LETTERS AND NUMERALS RAISED 1/32" MINIMUM AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. FIXTURE MOUNTING HEIGHTS HAND DRYER WASTE RECEPTACLE ELEVATOR CALL BUTTON FIRE EXT. CABINET BABY CHANGING STATION SHELF TOWEL DISPENSER SANITARY NAPKIN DISPENSER DISPOSAL UNIT OR CLOTHES RACK 40 POUNDS OR LESS NO HIGHER THAN 5'-0" GREATER THAN 40 POUNDS NO HIGHER THAN 3'-6" COAT HOOK 44" MAX. TO OPERABLE ELEMENT TOP OF EXTINGUISHER 30" MAX TO WORK SURFACE 4'-0" MAX. SIGNAGE MOUNTING LOCATION WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS & SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AND TO THE RIGHT OF THE RIGHT DOOR ON DOUBLE DOORS. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. PRIVACY SCREEN MIN.MIN. MIRRORURINAL ACCESS PATH VISION LITES ℄ 18" x 18" CLEAR FLOOR SPACE IN FRONT OF SIGNS SMOOTH DOOR SURFACE PUSH SIDE OF DOOR 18" 48" MIN -60" MAX TO BOTTOM OF BRAILLE TEXT 44" MAX. 5'-0" 3'-4" HC 1'-3"1'-3" 2'-6" MIN. BETWEEN PARTITIONS 17" MAX 40" MAX. 43" MAX 10" 9" TO BOTTOM OF REFLECTIVE SURFACE GROUND FLOOR (__) (___) OCCUPANTS RELEVANT BUILDING CODES: INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 ICC/ANSI 117.1-2009 BUILDING CONSTRUCTION TYPE IIB NON COMBUSTIBLE NOT RATED PRIMARY OCCUPANCY; FACTORY (F2), SECONDARY USES; STORAGE (S2), BUSINESS (B) ENTIRE BUILDING PROTECTED BY FIRE SPRINKLER NFPA 13 & ESFR GROUND FLOOR AREA = 199,047 S.F. MEZZANINE AREA = 6,548 S.F. BASEMENT AREA = 10,998 S.F. NORTH LOGISTICS & LAB ADDITION= 54,200 S.F. MEZZANINE IS ALLOWED TO BE ENCLOSED PER 505.2.3 EXCEPTION 2 AND 5. ALLOWABLE AREA IS UNLIMITED PER 507.4 THE AREA OF A GROUP B, F,M OR S BUILDING NO MORE THAN ONE STORY ABOVE GRADE IS NOT LIMITED WHERE BUILDING IS PROTECTED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM (PER 903.3.1.1) & SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET. SECTION 713.4 REQUIRES 1 HOUR FIRE RESISTENCE RATING FOR STAIR ENCLOSURE FROM BASEMENT. MEZZANINE STAIRS NOT REQUIRED TO BE ENCLOSED PER 1019.2 OCCUPANT LOAD TABLE 1004.1.2 GROUND FLOOR: FACTORY (F) 1,685 OCCUPANTS STORAGE (S) 46 OCCUPANTS GROUND FLOOR: BUSINESS (B) 77 OCCUPANTS MEZZANINE: BUSINESS (B) 66 OCCUPANTS BASEMENT: STORAGE (S) 22 OCCUPANTS NORTH LOGISTICS & LAB ADDITION: STORAGE (S) & (F) 124 OCCUPANTS MEANS OF EGRESS SIZING 1005.3.1 & .2 STAIRWAYS = .2"/OCCUPANT DOORS .15"/OCCUPANT MEZZANINE STAIRS PROVIDED (2) @ 48" EA = 240 OCCUPANTS EA (480 TOTAL) > 66 BASEMENT EGRESS CAPACITY = 480 OCCUPANTS > 22 OCCUPANTS GROUND FLOOR EXIT DOORS (EXISTING BLDG) 13 DOORS = 3,120 OCCUPANTS > 1,808 OCCUPANTS ACT CAFE OCCUPANCY = 4,678 S.F./15 S.F./OCCUPANT = 312 OCCUPANTS ACTUAL CAFE EGRESS (3) DOOR CAPACITY @ 240 OCCUPANTS EA = 720 OCCUPANTS > 312 OCCUPANTS NORTH WAREHOUSE ADDITION (4) EXIT DOORS @ 240 OCCUPANTS EA = 960 > 124 OCCUPANTS EXIT ACCESS TRAVEL = 250' PER TABLE 1017.2 T ABLE 1006.2.1 COMMON PATH OF TRAVEL < 100' SANITARY FIXTURES IBC TABLE 2902.1 BUSINESS OCCUPANCY =143 OCCUPANTS 3 TOILETS, 2 LAVS REQ'D FOR EACH MALE & FEMALE PROVIDED: 1 UNISEX TOILET (1 TOILET + 1 LAV) (2) EWC, 1 SERVICE SINKFACTORY/STOR OCCUPANCY = 1,851 OCC 19 TOILETS, 5 LAVS REQ'D (M&F TOTAL) PROVIDED: 15 LAVS, 20 TOILETS, 6 URINALS (M&F TOTAL) (3) EWC, 1 SERVICE SINK 2 UNISEX TOILET ROOMS PROVIDED IN NORTH LOGISTICS & LAB ADDITION Project: Date: Project No.: Sheet No.: Sheet: Location: theConsortiumaeLLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.comT E L E P H O N E4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No: Date: Description: 04.27.2026 2025-23 YAI FRANKLIN - ROBOT-SEMI FACILITY FRANKLIN, WI 53132 A0.1 CODE & ACCESSIBILITY INFORMATION 7800 W. ASHLAND WAY 1 SCALE: 1" = 30'-0"1 OVERALL - LIFE SAFETY PLAN SCALE: 1" = 30'-0"2 OVERALL - MEZZANINE LIFE SAFETY PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E.- 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 110 SURFACE PARKING 2 STORY ENTRY VESTIBULE PATIO G H G G P HP H SEASONAL SEATING www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY C000 22394 ---- COVER SHEET - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14CTRAUTSCHOLDC00022394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\000 - Cover\C000 Cover Sheet.dwg Robot-Semi Facility CIVIL ENGINEERING PLANS SITE LOCATION MAP: NOT TO SCALE www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. PREPARED BY: Sheet List Table Sheet No.Sheet Name C001SITE SURVEY C002SITE PREPARATION & EROSION CONTROL C100Site Plan C200Grading Plan C300UTILITY PLAN C400EROSION CONTROL DETAILS C401PAVEMENT DETAILS C401UTILITY DETAILS C500SPECIFICATIONS C501SPECIFICATIONS PROJECT LOCATION 750 755 755 747 748 749 751 752 753 754 754 756 756 W W W SAN SAN SAN SAN SAN SAN SAN W W W ST ST W ST ST ST ST ST ST ST ST ST ST SAN SAN SAN SAN SAN SAN W W WWW W W W W W W W W W W W W W W W W E E E W W W W W W W W W W W W W W W E E E E G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E BM 757.72 H H H H P E HP HH H BM 756.56 BM 754.94 BM 755.16 ST ST RIM 752.69 8" PVC W IE 737.89RIM 753.31 8" PVC E IE 740.61 RIM 753.61 12" CONC N IE 744.61 12" CONC S IE 744.61 RIM 754.29 TOP OF WATER 750.19 BTM. 745.19 FFE locked 755.47 FFE 755.46 FFE 755.45 FFE locked 755.48 FFE 755.48 locked FFE 755.47 locked FFE locked 755.46 FFE 755.42 locked FFE locked 755.42 FFE locked 755.44 FFE locked 755.42 ST ST ST ST ST ST ST STST SAN 313.9' 56.1' 50.0' 55.9' 279.1' 563.0' 309.4' conc. conc. conc. conc. conc. conc. curb conc. curb conc. curb conc. curb conc. curb conc. curb conc. curb conc. curb conc. conc. conc. conc. grass grass grass grass grass grass grass grassgrass grass grass grass 755 755 755 752752 753 753753 753 753 753 753 753 753 754 754 754 754 754 760 756 757 758 759 761 760756757758759 761762763764 755 755760760760756757758759761762763 755 760 765 756 757 758 759 759 759 761 762 763 764 766 767 768 769 755 755 755 760 760 754 756757758759 759 761 761 762 762 763 763755 755 751 752 753 754 754 756 756 757 757 758 758 759759 750 755 755 748 749 751 752 753 754 754 756 756 757 757 758 758 755 760 754 756 757 758 758 758 759 761762 763 750 746 747 748 749 751 752 753 753 753 753 753 754 755 755 755 755 EXISTING BUILDING202,233.63 sq. ft. ±PARCEL AREA761,094 sq. ft. conc. curb conc. curb conc. curb conc. curb grassconc. conc. curb grassconc. conc. curb grassconc. conc. curbconc. curb conc. conc. conc. conc. curbconc. curb conc. curb W. RYAN RD. (S.T.H. "100")(public R/W Width varies) LOT 3 CSM NO. 7638 LOT 2 CSM NO. 7638 70.0'Utility Easement 216.1' 261.9' 130.1' PK H HPK H H H P Iron Pipe Found E E E ST ST SAN SANST SAN SAN SAN SAN SAN SAN SAN SAN ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W W W W PK W W W W W W W W W W W W W W W W W W W W W W 30" Culvert IE 732.94 Iron Pipe Found Iron Pipe Found H FFE 752.94 W WWWWW E E ST ST ST ST ST Parcel Taxkey: 9000009020 Existing Building N26° 17' 21"W 578.48' N3° 16' 18"W 137.20' N86° 22' 53"E 42.60' N86° 02' 05"E 106.00' L=141.39R=4965.00 CH B=N86° 51' 02"E CH L=141.39D=1°37'54" L=144.87R=4965.00 CH B=N88° 29' 54"E CH L=144.87D=1°40'18" L=23.11R=30.00 CH B=S68° 36' 03"E CH L=22.54 D=44°07'52" L=79.35R=60.00 CH B=S84° 25' 44"E CH L=73.69D=75°46'24" S0° 56' 58"E 601.63' S32° 18' 50"E 30.36' conc. curb conc. curb conc. curb conc. curb conc. walk conc. walk conc. walk conc. walk conc. curb conc. curb #9600 Existing Building conc. curb conc. curb 753 745 750 746 747 748 749 751 752 753 740 740 745 738 738 739 739 741 742 743 744 750 750 750 746 747 747 747 748 748 748 749 749 749 751 751 751 752 752 752 753 753 750 750 750 746 747 748 748 748 749 749 749 751 751 751 752 752 752 753 753 750 746 747 748 749 751752 753 745 750 750 750 746 747 747 747 748 748 748 749 749 749 751 751 751 752 752 753 753 751 751 752 750 750 751752 750 749 751 752 752 750 749 751 750 748 749 740 745 737 737 738 738 739 741 742 743 744 746 745 743 744 743 744 750 750 746746 747 747 748 748 749 749 751 751 752 752 753 752 752 745 743 744 744 743 742 741 740 739 745 741 742 743 744 751 745 746 746 745 744 743 744 745 746 747 747 748 746 747 750 755 755 746 747 748 749 751 752 753 754 754 756 756 757 757 758 758 759759 745 745 745 745 745 744 744744744 746 751 752 753 745 746747748 746 #5000 Existing Building conc. curb conc. curb conc. curb conc. curb conc. curb conc. curb conc. curb 747 747 747 750 755 760 746 747 748 749 751 752 753754756757758759 761 761 761762 762 763 763 764 764 764 764 764 750 755 760 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 conc. curb conc. curb conc. curb 735734736737 740 736 737 738 739 741 742 743 735734 736 737 738 739 740 740 738 738 739 739 741 742 737 750 755 760 765 770 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763764 766 767 768 769 771 771 750 755 760 746 747 748 749 751 752 753 754 756757758759 761762 763 750 755 760 747 748 749 751 752 753 754756757758759 761762763 760 765 765 770 770 761762763 764 764 766 766 767 767 768 768 769 769 765 765 770 770 761 762 763 764 764 766 766 767 767 768 768 769 769 750 755 746 747748749 751752753754 756757758759 760760 765 770 761 762 763 764 766 767 768 769 750 755 760 765 770 746 747748749 751752 753 754 756 757 758 759 761762763764 766 767 768 769 750 755 760 765 770 746 747 748 749 751 752 753 754 756 757 758 759 761 762763764 766767768769 750 755 760 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 750 746 747 748 749 750 746 747 748 749 751 752 753 746 750 755 747 748 749 751 752 753 754 755 760 752753754 756757758759 761762 765 770 763 764 766 767 768 769 765 770 764 766767768 769 772 765 770 764 766767768769771 760 761 762 763 755 755 751 752 753 754 754 756 756 757 757 758 758 759 759 755 755 754 756 756 757 757 758 758 755 756 757 758 759 759759 760 765 756757758759761762763764 766 760 765 761762763764 766767768769 767 768 765 764 766 767 762 763 764 750 755 746747748749751752753754756757 760 757 758 759 761 762 762 L=80.80R=60.00 CH B=S84° 30' 57"W CH L=74.83D=77°09'32" L=22.73R=30.00 CH B=S67° 38' 35"W CH L=22.19D=43°24'38" L=147.73R=5035.00 CH B=S88° 30' 16"W CH L=147.72D=1°40'52" L=124.92R=5035.00 CH B=S86° 57' 20"W CH L=124.92D=1°25'18" N1° 21' 31"W 613.55' N88° 38' 29"E 373.63' S0° 56' 58"E 594.09' S33° 05' 40"W 2.57' 756757758 755 760 756 757 757 757 758 758 758 759 761 762 755 756 757 758 758 759 759 conc. curb grassconc. conc. curb grassconc. grass grass grass grass grass grass grass WWWW G G G G G G G G G G STSTST ST ST ST E H H FFE 752.77 W W W SAN SAN SAN SAN SAN SAN SAN W SAN GSAN W SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W ST ST ST ST ST ST ST P/L P/L P/L P/L P/LP/L P/L P/L P/L P/L P/L P/L P/L P/L ST ST ST ST W. ASHLAND WAY(70' wide public R/W) RIM 753.27 12" PVC E IE 748.67 24" W IE 748.37 BTM. 748.37 RIM 753.42 24" E IE 746.12 24" S IE 745.92 BTM. 745.82 RIM 752.55 24" N IE 745.15 24" S IE 745.15 BTM. 749.85 RIM 752.68 24" N IE 744.68 24" S IE 744.68 8'' E IE 745.00 RIM 750.52 STUCK RIM 752.61 24" N IE 744.41 24" S IE 744.01 RIM 750.04 24" N IE 742.6 24" S IE 742.8 24" CONC E IE 742.8 24" CONC W IE 742.6 CB RIM 749.32 24" N IE 742.72 24" S IE 742.92 BTM. 742.02 RIM 751.77 12" PVC W IE 745.47 BTM. 745.37 RIM 752.53 12" CONC S IE 746.23 RIM 752.47 36" E IE 743.77 36" S IE 743.57 BTM. 743.37 CB RIM 750.32 24" N IE 743.3 24" S IE 743.3 CB RIM 750.2 24" N IE 743.8 18" S IE 744.0 CB RIM 741.56 18" N IE 736.7 MH RIM 741.75 18" S IE 736.4 36" E IE 732.3 36" W IE 732.3 36" N IE 732.3 CB RIM 741.56 36" S IE 736.4 18" NE IE 736.4 MH RIM 742.31 12" E IE 731.6 12" W IE 731.6 CB RIM 744.87 15" N IE 741.41 4" E IE 742.4 4" W IE 742.4 MH RIM 745.1 15" S IE 741.1 15" N IE 739.5 24" E IE 739.5 36" W IE 739.5 CB RIM 745.0 18" S IE 740.5 (PER AS-BUILT) MH RIM 746.05 12" E IE 734.1 12" W IE 734.1 RIM 752.12 WATER MH CB RIM 741.87 18" SW IE 737.2 MH RIM 744.14 15" E IE 734.4 24" W IE 733.7 24" N IE 733.8 15" NW IE 736.8 CB RIM 742.68 15" W IE 735.8 CB RIM 750.20 12" E IE 748.5 CB RIM 750.25 12" W IE 745.35 15" E IE 745.35 4" N IE 748.4 CB RIM 750.18 15" W IE 744.8 24" S IE 744.7 4" N IE 748.8 CB RIM 750.29 15" S IE 744.8 24" NE IE 744.8 Iron Pipe Found Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe SetIron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set 10" 10" 8" 12" 8" 12"12"10" 6" 10" 10" 10" 10" 10" 10" 10" 10" 6" 6" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 10" 10" 12" 10" 6" 10" 10" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 10" 10" 10"10" 10"10"10"10" 10" 10" 10" 10" 10"10" 10" 6" 10" 6" 6"6" 6" NORTH ADDITIONLOGISTICS & LABS FF:755.4854,117 SF SEASONAL SEATING conc. curb conc. curb conc. curb conc. curb ST ST RIM 752.75 8" W IE 748.51 asphalt CATCH BASIN REBAR FOUND/SET HYDRANT UNKNOWN MANHOLE GUY WIRE CHAIN LINK FENCE PROPERTY LINE OVERHEAD UTILITY LINE WATER MAIN ELECTRIC SANITARY SEWER STORM SEWER CONIFEROUS TREE DECIDUOUS TREE LIGHT POLE IRON PIPE FOUND/SET UTILITY PEDESTAL TELEPHONE BENCHMARK MONUMENT CHISELED CROSS FOUND/SET PK NAIL FOUND/SET SPIKE/NAIL ELECTRIC METER UTILITY POLE TRAFFIC SIGNAL SOIL BORING WATER VALVE SIGN BUSH FORCE MAIN FIBER OPTIC CABLE TV TREE LINE EASEMENT SECTION 1/4 SECTION LINE P GAS EXISTING CONTOUR E GGAS METER GAS VALVEPOST MONITORING WELL RDROOF DRAIN CATCH BASIN (ROUND) LEGEND: XX OH CTV FO T E SAN G W ST FS WETLAND WET FLOODPLAIN FP GUARD RAIL METAL FENCE WOOD FENCE PK H 8" 8" TELEPHONE MANHOLE MMSD MANHOLE ELECTRIC MANHOLE STORM MANHOLE SANITARY MANHOLE GUY POLE HANDHOLE VENT CULVERT END PARKING METER FLAG POLE CLEANOUT 670 GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. DRAWING IS BASED ON FIELD SURVEY COMPLETED BY THE SIGMA GROUP ON 11/18/2025. 4. DATUM FOR THE PROJECT SURVEY IS NAVD88. BENCHMARK FOR THE PROJECT SURVEY IS SOUTHEASTERNLY HYDRANT'S SOUTHWEST BURY BOLT, WITH AN ELEVATION OF 754.94'.. 5. CONTRACTOR TO VERIFY EXISTING CONDITIONS, CONTACT ENGINEER WITH DISCREPANCIES. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 050100 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C001 22394 ---- SITE SURVEY - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14CTRAUTSCHOLDC00122394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C001 SITE SURVEY.dwg 750 755 755 747 748 749 751 752 753 754 754 756 756 ST ST ST ST WW ST ST ST ST ST ST ST ST ST ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN W W W W WWW W W W W W W W E E E E E W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G E E E E E E E H P BM 756.56 BM 754.94 ST FFE 755.42 locked STST SAN SAN SAN 309.4' conc. conc. curb conc. curb conc. curb conc. curb conc. conc. grass grass grass grass grass grass 755 752 752 753 753753 753 753 753 754 754 760756 757 758 759 761 762 763 764 765 762 763 764 766 767 768 769 755 760 760 754 756757758 759 759 761 761 762 762 763 763755 755 751 752 753 754 754 756 756 757 757 758 758 759 759 750 755 755 748 749 751 752 753 754 754 756 756 757 757 758 758 755 760 754 756 757 758 758 758 759 761 762 763 750 746 747 748 749 751 752 753 753 753 754 755 755 755 conc. curb grassconc. conc. curbconc. curb conc. conc. curbconc. curb conc. curb LOT 1 CSM NO. 7638 216.1' 261.9' 130.1' PK H H PK H H H P Iron Pipe Found E E E G ST ST ST SAN SAN SAN ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W PK Iron Pipe Found Iron Pipe Found WWW SAN SAN N86° 22' 53"E 42.60' N86° 02' 05"E 106.00' L=141.39R=4965.00 CH B=N86° 51' 02"E CH L=141.39D=1°37'54" L=144.87R=4965.00 CH B=N88° 29' 54"E CH L=144.87D=1°40'18" L=23.11R=30.00 CH B=S68° 36' 03"E CH L=22.54 D=44°07'52" L=79.35R=60.00 CH B=S84° 25' 44"E CH L=73.69D=75°46'24"S32° 18' 50"E 30.36' 118.4' conc. curb conc. curb conc. curb conc. curb conc. walk conc. walk conc. walk conc. walk conc. curb conc. curb 747 750 750 751752 750 749 751 748 745 746 744 743 742 741 740 745 741 742 743 744 745 746 746 745 744 743 744 745 746 747 747 748 746 747 750 755 755 746 747 748 749 751 752 753 754 754 756 756 757 757 758 758 759 759 745 745 745 745 745 744 744744744 #5000 Existing Building conc. curb conc. curb 747 747 747 750 755 760 746 747 748 749 751 752 753754 756757758 759 761 761 761762 762 763 763 764 764 764 764 764 750 755 760 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 conc. curb conc. curb conc. curb 740 W. RYAN RD. (S.T.H. "100")(public R/W Width varies) 750 755 760 765 770 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 764 766 767 768 769 771 771 750 755 760 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 750 755 760 747 748 749 751 752 753 754 756757758 759 761 762 763 760 765 765 770 770 761 762763 764 764 766 766 767 767 768 768 769 769 765 765 770 770 761 762 763 764 764 766 766 767 767 768 768 769 769 750 755 746 747748749 751752753754 756 757 758759 760760 765 770 761 762 763 764 766 767 768 769 750 755 760 765 770 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 764 766 767 768 769 750 755 760 765 770 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 764 766 767 768 769 750 755 760 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 750 746 747 748 749 750 746 747 748 749 751 752 753 746 750 755 747 748 749 751 752 753 754 755 760 752753754 756 757 758 759 761 762 765 770 763 764 766 767 768 769 765 770 764 766 767 768 769 772 765 770 764 766767 768769 771 760 761 762 763 755 755 751 752 753 754 754 756 756 757 757 758 758 759 759 755 755 754 756 756 757 757 758 758 755 756 757 758 759 759 759 760 765 756 757758759 761762 763 764 766 760 765 761 762763764 766767768769 767 768 765 764 766 767 762 763 764 750 755 746747748749751752753754 756757 760 757 758 759 761 762 762 L=80.80R=60.00 CH B=S84° 30' 57"W CH L=74.83D=77°09'32" L=22.73R=30.00 CH B=S67° 38' 35"W CH L=22.19D=43°24'38" L=147.73R=5035.00 CH B=S88° 30' 16"W CH L=147.72D=1°40'52" L=124.92R=5035.00 CH B=S86° 57' 20"W CH L=124.92D=1°25'18" N1° 21' 31"W 613.55' N88° 38' 29"E 373.63' S0° 56' 58"E 594.09' S33° 05' 40"W 2.57' 756757758 755 760 756 757 757 757 758 758 758 759 761 762 755 756 757 758 758 759 759 conc. curb grassconc. conc. curb grassconc. grass grass grass grass grass grass grass G G G G G G G G G G G G G G G G G STSTSTSTSTST ST ST ST ST ST (11,12,17) 50.0' Highway Setback (14) 15.0' Utility Easement (18) 15.0' Utility Easement Document No. 9192393 SAN W W SAN G G G SANSAN WWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST P/L P/L P/L P/L P/L P/L P/L P/L P/LP/LP/L P/L P/L P/L P/L P/L W. ASHLAND WAY(70' wide public R/W) RIM 753.27 12" PVC E IE 748.67 24" W IE 748.37 BTM. 748.37 RIM 753.42 24" E IE 746.12 24" S IE 745.92 BTM. 745.82 RIM 752.55 24" N IE 745.15 24" S IE 745.15 BTM. 749.85 RIM 752.68 24" N IE 744.68 24" S IE 744.68 8'' E IE 745.00 RIM 750.52 STUCK RIM 752.61 24" N IE 744.41 24" S IE 744.01 RIM 750.04 24" N IE 742.6 24" S IE 742.8 24" CONC E IE 742.8 24" CONC W IE 742.6 CB RIM 749.32 RIM 751.77 12" PVC W IE 745.47 BTM. 745.37 CB RIM 741.56 18" N IE 736.7 MH RIM 741.75 18" S IE 736.4 36" E IE 732.3 36" W IE 732.3CB RIM 744.87 15" N IE 741.41 MH RIM 745.1 15" S IE 741.1 15" N IE 739.5 24" E IE 739.5 36" W IE 739.5 CB RIM 745.0 18" S IE 740.5 (PER AS-BUILT) MH RIM 746.05 12" E IE 734.1 12" W IE 734.1 MH RIM 744.14 15" E IE 734.4 24" W IE 733.7 24" N IE 733.8 15" NW IE 736.8 CB RIM 742.68 15" W IE 735.8 Iron Pipe Found Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set 10" 10" 8" 12" 8" 12"12"10" 6" 10" 10" 10" 10" 10" 10" 10" 10" 6" 6" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 10" 10" 12" 10" 6" 10" 10" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 10" 10" 10"10" 10" 10"10"10" 10" 10" 10" 10" 10" 10" 10" 6" 10" 6" 6" 6" 6" conc. curb conc. curb conc. curb conc. curb ST ST ST RIM 752.75 8" W IE 748.51 asphalt 751 752 753754755 745 746 747 748 749 750 751 752 753 754 X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXX X X X X XXXX REMOVE EXISTING TREES (TYP.) 753 754 755 756 756 757757 753754755756757758759760761762763764765766767768769770 771 > > > > > >>>>>>>>>>>>>> > > > > > > > > > > > > > > >> > > 5 5 PROPOSED SILT FENCE PROPOSED INLET PROTECTION PROPOSED TRACKING PAD PROPOSED DITCH CHECK EROSION BALES PROPOSED EROSION MATTING WISDOT APPROVED CLASS 1 TYPE B EXISTING CONTOUR UTILITY REMOVAL PROPOSED CONTOUR STRUCTURE REMOVAL PAVEMENT REMOVAL LEGEND: CURB REMOVAL ///////////////// SAWCUT PROPOSED CHANNEL EROSION MATTING PROPOSED SEDIMENT LOG C400 A C400 B C400 C C400 D C400 E C400 F C400 G GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. SEE SHEET C400 FOR A COMPLETE LIST OF EROSION CONTROL NOTES AND DETAILS. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO START OF LAND DISTURBING ACTIVITIES. 6. DO NOT BEGIN LAND DISTURBING ACTIVITIES UNTIL AN EROSION CONTROL PERMIT IS OBTAINED FROM LOCAL JURISDICTION. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 03060 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C002 22394 ---- SITE PREPARATION & EROSION CONTROL - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14JRICCHIOC00222394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C002 SITE PREPARATION & EROSION CONTROL.dwg ST ST ST ST ST ST ST ST ST ST ST ST ST ST SAN SAN SAN SAN SAN SAN SAN SAN E E E E E G G G G G G G G G G E E E E E E H P BM 756.56 BM 754.94 ST STSTST SAN SAN SAN conc. curb conc. curb conc. curb conc. curb conc. conc. grass grass grass grass grass grass conc. curb grassconc. conc. curbconc. curb conc. conc. curbconc. curb conc. curb 261.9' PK H H PK H H H P Iron Pipe Found E E E G ST ST ST SAN SAN SAN ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST PK Iron Pipe Found Iron Pipe Found H SAN SAN N3° 16' 18"W 137.20' N86° 22' 53"E 42.60' N86° 02' 05"E 106.00' L=141.39R=4965.00 CH B=N86° 51' 02"E CH L=141.39D=1°37'54" L=144.87R=4965.00 CH B=N88° 29' 54"E CH L=144.87D=1°40'18" L=23.11R=30.00 CH B=S68° 36' 03"E CH L=22.54 D=44°07'52" L=79.35R=60.00 CH B=S84° 25' 44"E CH L=73.69D=75°46'24"S32° 18' 50"E 30.36' 118.4' conc. curb conc. curb conc. curb conc. curb conc. walk conc. walk conc. walk conc. walk conc. curb conc. curb #5000 Existing Building conc. curb conc. curb conc. curb conc. curb conc. curb conc. curb W. RYAN RD. (S.T.H. "100")(public R/W Width varies) L=80.80R=60.00 CH B=S84° 30' 57"W CH L=74.83D=77°09'32" L=22.73R=30.00 CH B=S67° 38' 35"W CH L=22.19D=43°24'38" L=147.73R=5035.00 CH B=S88° 30' 16"W CH L=147.72D=1°40'52" L=124.92R=5035.00 CH B=S86° 57' 20"W CH L=124.92D=1°25'18" N1° 21' 31"W 613.55' N88° 38' 29"E 373.63' S0° 56' 58"E 594.09' S33° 05' 40"W 2.57' conc. curb grassconc. conc. curb grassconc. grass grass grass grass grass grass grass G G G G G G G G G G G G G G G G G STSTSTSTSTST ST ST ST ST ST (14) 15.0' Utility Easement (18) 15.0' Utility Easement Document No. 9192393 SAN G G G SANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN ST ST ST ST ST ST ST ST ST ST ST ST W. ASHLAND WAY(70' wide public R/W) Iron Pipe Found Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set Iron Pipe Set conc. curb conc. curb conc. curb conc. curb ST ST ST asphalt 5.0' 5.0' 24.0' 24.0' 24.0' 24.0' 24.0' R5.0' TYP.R20.0' R25.0' R20.0' R5.0' R20.0' R20.0' 10.0' TYP. 18.0' TYP. 10.0' TYP. 18.0' TYP. 10.0' TYP. 18.0' TYP. 3.2' 125.0' 53.8' 125.0' RETAINING WALL (SEE ARCH) RETAINING WALL (SEE ARCH) P/L P/L P/LP/LP/LP/L P/L P/L P/L P/L P/L P/L PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E.- 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 110 SURFACE PARKING 2 STORY ENTRY VESTIBULE PATIO 15.0' PAVING SETBACK 25.0' BUILDING SETBACK 20.0' PAVING SETBACK 40.0' BUILDING SETBACK 15.0' PAVEMENT SETBACK 25.0' BUILDING SETBACK 65.0' BUILDING SETBACK 50.0' PAVING SETBACK (8) 7.13'' STAIRS (REFER TO ARCHITECTURAL PLANS) 45.0' ADA RAMP AND SIGNAGE ADA RAMP AND SIGNAGE SWALE SWALE 5.0' 63.7' 24.0' R20.0' 5.0' 161.0' RETAINING WALL R20.0' RETAINING WALLC401 I C401 G C401 H C401 G C401 H R37.0' R37.0' 6.6' REPLACE PAVEMENT IN KIND REPLACE PAVEMENT IN KIND BIKE RACK (REFER TO ARCHITECTURAL PLANS) TRANSFORMER (REFERENCE, TO BE COORDINATED WITH MEP) TRANSFORMER (REFERENCE, TO BE COORDINATED WITH MEP) HV LOOP SWITCH PAD (REFERENCE, TO BE COORDINATED WITH MEP) (5) 7'' STAIRS (SEE ARCHITECTURAL PLANS) (4) 7'' STAIRS (SEE ARCHITECTURAL PLANS) 5" THICK CONCRETE WALK CONCRETE PAVEMENT ASPHALT SURFACE HEAVY-DUTY ASPHALT SURFACE LEGEND: PATIO SURFACE (SEE ARCHITECTURAL PLANS FOR MORE DETAIL) C401 B C401 C C401 D C401 E ASPHALT SURFACE (PUBLIC ROADWAY) CURB & GUTTER (ACCEPT) CURB & GUTTER (REJECT) C401 A C401 A GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6. WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. 7. EARTHWORK SHALL BE IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. SITE INFORMATION SITE AREA2250965.167 AC SITE DISTURBED AREA2400955.512 AC EXISTING IMPERVIOUS AREA00.000 AC0.0 % PROPOSED IMPERVIOUS AREA1452953.336 AC64.5 % TOTAL PARKING SPACES109 ADA PARKING SPACES5 THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 03060 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C100 22394 ---- SITE PLAN - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14CTRAUTSCHOLDC10022394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C100 Site Plan.dwg P/L P/L P/LP/LP/LP/L P/L P/L P/L P/L P/L P/L PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E.- 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 110 SURFACE PARKING 2 STORY ENTRY VESTIBULE PATIO 750 755 755 747 748 749 751 752 753 754 754 756 756 ST ST ST ST WW ST ST ST ST ST ST ST ST ST ST ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN W W W W WWW W W W W W W W W E E E E E W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G E E E E E E E E H P H H BM 756.56 BM 754.94 ST FFE locked 755.46 FFE 755.42 locked FFE locked 755.42 ST SAN SAN SAN conc. conc. conc. curb conc. curb conc. curb conc. curb conc. conc. grass grass grass grass grass grass grass 755 755 752 752 753 753753 753 753 753 754 754 760756 757 758 759 761 762 763 764 765 762 763 764 766 767 768 769 755 760 760 754 756757758 759 759 761 761 762 762 763 763755 755 751 752 753 754 754 756 756 757 757 758 758 759 759 750 755 755 748 749 751 752 753 754 754 756 756 757 757 758 758 755 760 754 756 757 758 758 758 759 761 762 763 750 746 747 748 749 751 752 753 753 753 754 755 755 755 conc. curb grassconc. conc. curbconc. curb conc. conc. curbconc. curb conc. curb LOT 1 CSM NO. 7638 216.1' 261.9' 130.1' PK H H PK H H H P Iron Pipe Found E E E G ST ST ST SAN SAN SAN ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W PK Iron Pipe Found Iron Pipe Found WW SAN SAN 118.4' conc. curb conc. curb conc. curb conc. curb conc. walk conc. walk conc. walk conc. walk conc. curb conc. curb 750 750 751752 750 749 751 748 745 746 744 743 742 741 740 745 741 742 743 744 745 746 746 745 744 743 744 745 746 747 747 748 746 747 750 755 755 746 747 748 749 751 752 753 754 754 756 756 757 757 758 758 759 759 745 745 745 745 745 744 744744744 #5000 Existing Building conc. curb conc. curb 747 747 747 750 755 760 746 747 748 749 751 752 753754 756757758 759 761 761 761762 762 763 763 764 764 764 764 764 750 755 760 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 conc. curb conc. curb conc. curb 740 W. RYAN RD. (S.T.H. "100")(public R/W Width varies) 750 755 760 765 770 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 764 766 767 768 769 771 771 750 755 760 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 750 755 760 747 748 749 751 752 753 754 756757758 759 761 762 763 760 765 765 770 770 761 762763 764 764 766 766 767 767 768 768 769 769 765 765 770 770 761 762 763 764 764 766 766 767 767 768 768 769 769 750 755 746 747748749 751752753754 756 757 758759 760760 765 770 761 762 763 764 766 767 768 769 750 755 760 765 770 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 764 766 767 768 769 750 755 760 765 770 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 764 766 767 768 769 750 755 760 746 747 748 749 751 752 753 754 756 757 758 759 761 762 763 750 746 747 748 749 750 746 747 748 749 751 752 753 746 750 755 747 748 749 751 752 753 754 755 760 752753754 756 757 758 759 761 762 765 770 763 764 766 767 768 769 765 770 764 766 767 768 769 772 765 770 764 766767 768769 771 760 761 762 763 755 755 751 752 753 754 754 756 756 757 757 758 758 759 759 755 755 754 756 756 757 757 758 758 755 756 757 758 759 759 759 760 765 756 757758759 761762 763 764 766 760 765 761 762763764 766767768769 767 768 765 764 766 767 762 763 764 750 755 746747748749751752753754 756757 760 757 758 759 761 762 762 756757758 755 760 756 757 757 757 758 758 758 759 761 762 755 756 757 758 758 759 759 conc. curb grassconc. conc. curb grassconc. grass grass grass grass grass grass grass G G G G G G G G G G G G G G G G G STSTSTSTSTST ST ST ST ST ST (11,12,17) 50.0' Highway Setback (14) 15.0' Utility Easement (18) 15.0' Utility Easement Document No. 9192393 H SAN W W SAN G G G SANSAN WWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST W. ASHLAND WAY(70' wide public R/W) RIM 753.27 12" PVC E IE 748.67 24" W IE 748.37 BTM. 748.37 RIM 753.42 24" E IE 746.12 24" S IE 745.92 BTM. 745.82 RIM 752.55 24" N IE 745.15 24" S IE 745.15 BTM. 749.85 RIM 752.68 24" N IE 744.68 24" S IE 744.68 8'' E IE 745.00 RIM 750.52 STUCK RIM 752.61 24" N IE 744.41 24" S IE 744.01 RIM 750.04 24" N IE 742.6 24" S IE 742.8 24" CONC E IE 742.8 24" CONC W IE 742.6 CB RIM 749.32 RIM 751.77 12" PVC W IE 745.47 BTM. 745.37 CB RIM 741.56 18" N IE 736.7 CB RIM 744.87 MH RIM 745.1 15" S IE 741.1 15" N IE 739.5 24" E IE 739.5 36" W IE 739.5 CB RIM 745.0 18" S IE 740.5 (PER AS-BUILT) MH RIM 746.05 12" E IE 734.1 12" W IE 734.1 MH RIM 744.14 15" E IE 734.4 24" W IE 733.7 24" N IE 733.8 15" NW IE 736.8 CB RIM 742.68 15" W IE 735.8 Iron Pipe Found 10" 10" 8" 12" 8" 12"12"10" 6" 10" 10" 10" 10" 10" 10" 10" 10" 6" 6" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 10" 10" 12" 10" 6" 10" 10" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 10" 10" 10"10" 10" 10"10"10" 10" 10" 10" 10" 10" 10" 10" 6" 10" 6" 6" 6" 6" conc. curb conc. curb conc. curb conc. curb ST ST ST RIM 752.75 8" W IE 748.51 asphalt P/L P/L P/LP/LP/LP/L P/L P/L P/L P/L P/L P/L PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E.- 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 110 SURFACE PARKING 2 STORY ENTRY VESTIBULE PATIO 753754755756757758759760761762763764765766767768769 770 771 753 754 755 756 757 752 753 754 751 752 753 754 755 745 746 747 748 749 750 751 752 753 754 755 752 753 754 754 755 STORM CB 6.0 RIM:753.79 STORM CB 5.0 RIM:751.04 STORM CB 11.0 RIM:750.50 STORM CB 4.0 RIM:749.39 STORM CB 9.0 RIM:751.78 STORM CB 8.0 RIM:753.26 STORM CB 3.0 RIM:747.19 STORM CB 2.0 RIM:745.43 STORM MH 1.0 RIM:743.99 747.17 T/C 746.67 FL 748.58 T/C 748.08 FL 750.50 T/C 750.00 FL 750.39 T/C 749.89 FL 750.13 T/C 749.63 FL 754.14 T/C 753.64 FL 754.28 T/C 753.78 FL 753.86 T/C 753.36 FL 753.60 T/C 753.10 FL 752.10 T/C 751.60 FL 752.36 T/C 751.86 FL 752.93 T/C 752.43 FL 751.23 T/C 750.73 FL 746.82 T/C 746.32 FL 747.26 T/C 746.76 FL 748.52 T/C 748.02 FL 749.51 T/C 749.01 FL 749.76 T/C 749.26 FL 750.24 T/C 749.74 FL 750.49 T/C 749.99 FL 750.61 T/C 750.11 FL 750.87 T/C 750.37 FL 755.07 T/C 754.57 FL 754.98 T/C 754.48 FL 754.87 T/C 754.37 FL 754.89 T/C 754.39 FL 754.89 T/C 754.39 FL 751.40 T/C 750.90 FL 751.14 T/C 750.64 FL 750.98 T/C 750.48 FL 749.06 T/C 748.56 FL 748.78 T/C 748.28 FL 749.14 T/C 748.64 FL 749.30 T/C 748.80 FL 749.56 T/C 749.06 FL 751.15 T/C 750.65 FL 750.90 T/C 750.40 FL 750.79 T/C 750.29 FL 750.90 T/C 750.40 FL 751.17 T/C 750.67 FL 753.35 T/C 752.85 FL 753.10 T/C 752.60 FL 753.10 T/C 752.60 FL 753.35 T/C 752.85 FL 755.55 T/C 755.05 FL 755.30 T/C 754.80 FL 754.99 T/C 754.49 FL 755.07 T/C 754.57 FL 755.20 T/C 754.70 FL 755.84 T/C 755.34 FL 755.35 T/C 754.85 FL 754.34 T/C 753.84 FL 754.59 T/C 754.09 FL 754.71 T/C 754.21 FL 754.59 T/C 754.09 FL 754.34 T/C 753.84 FL 751.59 T/C 751.09 FL 751.84 T/C 751.34 FL 752.51 T/C 752.01 FL 752.39 T/C 751.89 FL 752.14 T/C 751.64 FL 749.94 T/C 749.44 FL 750.19 T/C 749.69 FL 750.19 T/C 749.69 FL 749.94 T/C 749.44 FL 747.74 T/C 747.24 FL 747.74 T/C 747.24 FL 745.99 T/C 745.49 FL 746.24 T/C 745.74 FL 744.31 T/C 743.81 FL 744.71 T/C 744.21 FL 746.01 T/C 745.51 FL 746.07 746.91 744.53 743.68 755.50 755.38 755.50 -3.0% -2.7% 757.80 754.00 753.35 752.70 752.05 751.40 750.75 STORM CB 7.0 RIM:752.00 756.61 755.42 754.23 753.07 755.50 BW: 751.50 TW: 755.50 BW: 751.50 TW: 758.00 755.50 755.50 750 751 752 753 754 747 748 749 750 751 752 749.11 T/C 748.61 FL 748 749 750 751 752 753 754 754 755.50 755.28 -1.1% 754.69 T/C 754.19 FL 756.28 T/C 755.78 FL STORM CB 1.0 RIM:745.03 STORM CB 10.0 RIM:748.35 (8) 7.13'' STAIRS (SEE ARCHITECTURAL PLANS) 754.74 T/C 754.24 FL 754.87 T/C 754.37 FL 750.75 755.22 T/C 754.72 FL 755.22 T/C 754.72 FL 754.81 750.71 751.47 750.87 750.94 752.17 755.50 755.50 755.19755.19 749.63 751.45 755 754 753 755 754 753 752 751 753 754 -4.3% -4.5% 9.0% 746 746 747 748 749 750 751 752 755 760 749.12 751.12 753.42TW 750.56BW 753.91TW 750.44BW 752.16TW 749.69BW STORM CB 8.1 RIM:749.63 754.82 T/C 754.32 FL 754.74 T/C 754.24 FL 754.83753.68 754.01754.22 754.70 754.51 755.33 BW: 751.50 TW: 754.72 BW: 755.72 TW: 751.50 754.21 754.21 755.49 BW: 755.82 TW: 751.50 754.11 -1.1% -5.4% 754 STORM CB 12.0 RIM:750.99 755 755 755 754 747.99 T/C 747.49 FL 756 752.99 T/C 752.49 FL 750.31 T/C 749.81 FL 748.11 T/C 747.61 FL 747.99 T/C 747.49 FL 746.36 T/C 745.86 FL 756.18 T/C 755.68 FL 756.59 T/C 756.09 FL 755.20 T/C 754.70 FL 755.38 755.22 T/C 754.72 FL 750.87 757.00 (5) 7'' STAIRS (SEE ARCHITECTURAL PLANS) (4) 7'' STAIRS (SEE ARCHITECTURAL PLANS) 755.40 752.49 755.33 753.00 RETAINING WALL (SEE ARCHITECTURAL PLANS) RETAINING WALL (SEE ARCHITECTURAL PLANS) 5 5EXISTING CONTOUR PROPOSED CONTOUR PROPOSED CURB & GUTTER SPOT GRADE T/C: TOP OF CURB GRADE FL: FLOW LINE CURB GRADE PROPOSED SURFACE SPOT GRADE 100.00 100.50 T/C 100.00 FL EXISTING SURFACE SPOT GRADE (MATCH)100.00 PROPOSED TOP OF WALL AT FINISHED GRADE PROPOSED BOTTOM OF WALL AT FINISHED GRADE TW: 100.00 BW: 100.00 GRADE BREAK LINE GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6. WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING BUT NOT LIMITED TO DRIVEWAY OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. 7. EARTHWORK SHALL BE IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CURB & GUTTER (ACCEPT) CURB & GUTTER (REJECT) C401 A C401 A 5" THICK CONCRETE WALK CONCRETE PAVEMENT ASPHALT SURFACE HEAVY-DUTY ASPHALT SURFACE LEGEND: PATIO SURFACE (SEE ARCHITECTURAL PLANS FOR MORE DETAIL) C401 B C401 C C401 D C401 E ASPHALT SURFACE (PUBLIC ROADWAY) THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 03060 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C200 22394 ---- GRADING PLAN - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14CTRAUTSCHOLDC20022394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C200 Grading Plan.dwg ST ST ST ST WW ST ST ST ST ST ST ST ST ST ST ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN W W W W WWW W W W W W W W W W E E E E E W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G E E E E E E E E H P H H ST FFE locked 755.46 FFE 755.42 locked FFE locked 755.42 STST SAN SAN SAN conc. conc. conc. curb conc. curb conc. curb conc. curb conc. conc. conc. grass grass grass grass grass grass grass conc. curb grassconc. conc. curbconc. curb conc. conc. curbconc. curb conc. curb LOT 1 CSM NO. 7638 216.1' 261.9' 130.1' H H H H H P E E E G ST ST ST SAN SAN ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W WWW SAN SAN 118.4' conc. curb conc. curb conc. curb conc. curb conc. walk conc. walk conc. walk conc. walk conc. curb #5000 Existing Building conc. curb conc. curb conc. curb conc. curb conc. curb W. RYAN RD. (S.T.H. "100")(public R/W Width varies) conc. curb grassconc. conc. curb grassconc. grass grass grass grass grass grass grass G G G G G G G G G G G G G G G G G STSTSTSTSTST ST ST ST ST ST (11,12,17) 50.0' Highway Setback (14) 15.0' Utility Easement (18) 15.0' Utility Easement Document No. 9192393 H SAN W W SAN G G G SANSAN WWW SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST W. ASHLAND WAY(70' wide public R/W) RIM 753.27 12" PVC E IE 748.67 24" W IE 748.37 BTM. 748.37 RIM 753.42 24" E IE 746.12 24" S IE 745.92 BTM. 745.82 RIM 752.55 24" N IE 745.15 24" S IE 745.15 BTM. 749.85 RIM 752.68 24" N IE 744.68 24" S IE 744.68 8'' E IE 745.00 RIM 750.52 STUCK RIM 752.61 24" N IE 744.41 24" S IE 744.01 RIM 750.04 24" N IE 742.6 24" S IE 742.8 24" CONC E IE 742.8 24" CONC W IE 742.6 CB RIM 749.32 RIM 751.77 12" PVC W IE 745.47 BTM. 745.37 CB RIM 741.56 18" N IE 736.7 CB RIM 744.87 15" N IE 741.41 MH RIM 745.1 15" S IE 741.1 15" N IE 739.5 24" E IE 739.5 36" W IE 739.5 CB RIM 745.0 18" S IE 740.5 (PER AS-BUILT) MH RIM 746.05 12" E IE 734.1 12" W IE 734.1 MH RIM 744.14 15" E IE 734.4 24" W IE 733.7 24" N IE 733.8 15" NW IE 736.8 CB RIM 742.68 15" W IE 735.8 conc. curb conc. curb conc. curb conc. curb ST ST ST RIM 752.75 8" W IE 748.51 asphalt P/L P/L P/LP/LP/LP/L P/L P/L P/L P/L P/L P/L PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E.- 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 110 SURFACE PARKING 2 STORY ENTRY VESTIBULE PATIO 745 746 747 748 749 750 751 752 753 754 755 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 770 771 753 754 755 756 757 > > > > > >>>>>>>>>>>>>> > > > > > > > > > SANSANSANSANSAN W W W W 150.3 L.F. of 8" SAN @ 6.75% 140.6 L.F. of 8" W.M. @ 3.81% 3.0 L.F. of 8" W.M. @ 0.83% STORM CB 11.0 RIM:750.50 12" S INV:745.19 STORM CB 9.0 RIM:751.78 12" E INV:742.03 15" W INV:742.03 STORM CB 8.0 RIM:753.26 15" E INV:741.24 8" W INV:743.49 15" S INV:741.24 STORM EX CB 1.0 RIM:745.00 EX 18" S INV:740.5 15" N INV:740.50 STORM MH 1.0 RIM:743.99 EX 36" E INV:735.75 EX 36" W INV:735.75 18" N INV:735.75 STORM CB 2.0 RIM:745.43 18" N INV:737.30 18" SE INV:737.30 STORM CB 3.0 RIM:747.19 18" N INV:738.56 18" S INV:738.56 STORM CB 4.0 RIM:749.39 15" N INV:740.21 18" S INV:740.21 STORM CB 5.0 RIM:751.04 15" N INV:742.74 15" S INV:742.74 STORM CB 6.0 RIM:753.79 12" NE INV:745.38 15" S INV:745.39 STORM CB 7.0 RIM:752.00 12" SW INV:746.82 SAN BUILDING CONNECTION 8" S INV:744.50 SAN CONNECT TO EXISTING EX 12" E INV:734.10 EX 12" W INV:734.10 8" N INV:734.35 BUILDING SERVICE 8" S INV:744.50 8" GATE VALVE W/ VALVE BOX 8" S INV:739.15 8" N INV:739.15 CONNECT TO EXISTING EX 12" E INV:739.17+/- EX 12" W INV:739.17+/- 8" N INV:739.17 > > > > STORM CB 12.0 RIM:750.99 12" E INV:747.98 EXISTING HYDRANT EXISTING HYDRANT EXISTING HYDRANT EXISTING HYDRANT > > > > > ROOF DRAIN (REFERENCE, TO BE COORDINATED WITH MEP) ROOF DRAIN (REFERENCE, TO BE COORDINATED WITH MEP) ROOF DRAIN (REFERENCE, TO BE COORDINATED WITH MEP) 143.5 L.F. of 12" STORM @ 1.00% (1,014 GPM) 115.1 L.F. of 15" STORM @ 2.30% (2,764 GPM) 110.0 L.F. of 15" STORM @ 2.30% (3,195 GPM) 110.0 L.F. of 18" STORM @ 1.50% (4,753 GPM) 70.0 L.F. of 18" STORM @ 1.80% (5,067 GPM) 20.3 L.F. of 18" STORM @ 2.50% (5,359 GPM) 142.3 L.F. of 12" STORM @ 1.50% (1,391 GPM) 79.3 L.F. of 15" STORM @ 1.00% (1,818 GPM) 37.1 L.F. of 15" STORM @ 2.00% (3,254 GPM) 109.5 L.F. of 12" STORM @ 0.80% (1,526 GPM) > >> 50.9 L.F. of 12" STORM @ 2.00%(1,616 GPM) STORM CB 10.0 RIM:748.35 12" N INV:743.05 12" W INV:743.05 STORM CB 1.0 RIM:745.03 18" NW INV:736.79 18" S INV:736.79 > > > > > > > > > ROOF DRAIN (REFERENCE, TO BE COORDINATED WITH MEP) ROOF DRAIN (REFERENCE, TO BE COORDINATED WITH MEP) > > > ROOF DRAIN (REFERENCE, TO BE COORDINATED WITH MEP) > > STORM CB 8.1 RIM:749.63 8" E INV:745.00 75.7 L.F. of 8" STORM @ 2.00% (382 GPM) 51.9 L.F. of 18" STORM @ 2.00% (5,448 GPM) UTILITY CROSSING 15" STM INV:742.44 8" SAN INV:738.04 UTILITY CROSSING 15" STM INV:742.64 8" WAT INV:740.86 STORM EX CB 2.0 RIM:753.79 12" W INV:747.10 751752753754755756 749 750 751 752 752 751 755 749 750 751 752 753 754753 752 748 749 750 751 752 753 754 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 752 753 754 755 756 754 755 TRANSFORMER (REFERENCE, TO BE COORDINATED WITH MEP) TRANSFORMER (REFERENCE, TO BE COORDINATED WITH MEP) HV LOOP SWITCH PAD (REFERENCE, TO BE COORDINATED WITH MEP) WPROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED TRENCH DRAIN LEGEND: PROPOSED STORM INLET PROPOSED STORM MANHOLE SAN PROPOSED STORM SEWER> C401 A C401 B GENERAL NOTES: 1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. WORK TO BE COMPLETED IS INDICATED IN BOLD TYPE LINES AND EXISTING CONDITIONS ARE INDICATED BY LIGHT TYPE LINES. 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL FEATURES. 5. ALL UTILITIES WITHIN 5 FEET OF PAVED AREAS SHALL REQUIRE GRANULAR BACKFILL. SLURRY BACKFILL IS REQUIRED FOR ALL WORK IN PUBLIC RIGHT OF WAY. 6. PRIVATE STORM INLETS IN PAVEMENT SHALL REQUIRE DRAIN TILE STUBS OF 10 FEET IN TWO DIRECTIONS FOR SUBDRAINAGE. RIM GRADE FOR STORM INLETS IN CURB AND GUTTER ARE FLOW LINE GRADES. 7. WORK IN PUBLIC RIGHT OF WAY SHALL FOLLOW MATERIAL AND INSTALLATION REQUIREMENTS PER MUNICIPAL AND/OR COUNTY. 8. PRIVATE STORM SEWER 12-INCH DIAMETER OR LARGER SHALL BE HDPE. BELOW 12-INCH DIAMETER SHALL BE PVC SDR-35 ASTM D3034. PRIVATE WATER MAIN SHALL BE CLASS 235 DR 18 PVC CONFORMING TO AWWA C-900. PRIVATE SANITARY SEWER SHALL BE PVC SDR-35 ASTM D3034. 9. COORDINATE FINAL LOCATION AND DESIGN OF PRIVATE UTILITY SERVICES (ELECTRIC, GAS, PHONE, CABLE) WITH UTILITY COMPANIES. 10. IF PROJECT IS DESIGN BUILD MEP, THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE FINAL SEWER AND WATER DESIGN SHOWING LOCATION, INVERTS AND SIZES TO THE ENGINEER FOR FINAL REVIEW AND VERIFICATION PRIOR TO STARTING UNDERGROUND UTILITY CONSTRUCTION. 11. WATER MAIN CONNECTION: TAP WATER MAIN WITH SIZE AND LOCATION INDICATED ON PLAN IN ACCORDANCE WITH LOCAL WATER UTILITY REQUIREMENTS. COORDINATE CONNECTION WITH LOCAL WATER UTILITY. ALL JOINTS SHALL BE RESTRAINED FROM CONNECTION OF WATER MAIN TO BUILDING WALL. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. INSTALL MEGA-LUG OR APPROVED EQUAL TIGHT TO WALL FOR RESTRAINT FOR ALL BUILDING WALL PENETRATIONS AS APPROVED BY LOCAL PLUMBING INSPECTOR AND WATER UTILITY. INSTALL THRUST BLOCKING AND MEGA-LUG AT BEND BELOW FLOOR FOR ALL FLOOR PENETRATIONS. 12. INSTALL JOINT RESTRAINT AND CONCRETE THRUST BLOCKS AT ALL OFFSET FITTINGS (TEES, BENDS, DEAD ENDS, VALVES, REDUCERS) USING MEGA-LUG OR APPROVED EQUAL. CONCRETE THRUST BLOCKS SHALL BE INSTALLED PER FILE NO'S:44,45,46 FROM THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. SEE DETAIL FOR MINIMUM LENGTH OF RESTRAINED JOINT REQUIRED. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. GRAPHIC SCALE 03060 www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C300 22394 ---- UTILITY PLAN - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14CTRAUTSCHOLDC30022394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C300 UTILITY PLAN.dwg ANCHORING AND OVERLAP DETAILS: TRENCH NETTING 6" INTO GROUND AT BEGINNING AND AT 100 FT. INTERVALS PERPENDICULAR TO FLOW IN CHANNEL AS SHOWN. EDGE SPLICES ON SIDE SLOPES AND ON FLAT BOTTOM CHANNELS SHALL OVERLAP A MINIMUM OF 6", WITH THE UPSTREAM SECTION OVERLAPPING THE LOWER. DO NOT PLACE SPLICES IN "V" BOTTOM CHANNELS. IN THESE SITUATIONS, CENTER THE NETTING OR MATTING OVER THE CENTERLINE OF THE DITCH. ISOMETRIC VIEW SHOWING PLACEMENT PATTERN OF WOOD OR METAL STAKES NOTES: 1. PLACE NETTING OVER SEED AND MULCH. 2. EXTEND NETTING AND MATTING BEYOND CHANNEL SIDE SLOPES, MINIMUM 1 FT. 3. MAXIMUM STAKE SPACING BETWEEN ROWS SHALL BE 3' WITH A MAXIMUM SPACING BETWEEN STAKES OF 3'. 4. PLACE EXTRA STAKES AT BEGINNING OF CHANNEL AND AT LOCATIONS WHERE ADDITIONAL FLOWS MAY ENTER CHANNEL FROM SIDES. 5. EROSION MATTING SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1053. 6. INSTALL PER MANUFACTURER'S RECOMMENDATIONS MAINTENANCE: INSPECT EROSION NETTING/MATTING PERIODICALLY AND AFTER RAIN EVENTS TO CHECK FOR FAILURES AND EROSION THAT MAY HAVE OCCURRED. WHERE MULCH, NETTING OR MATTING HAS BEEN WASHED OUT, REGRADE ERODED AREA, RESEED AND REINSTALL EROSION CONTROL MEASURES. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. 6" SLOT TRENCH 6" OVERLAP SLOPE EROSION CONTROL NOTES: 1. CONSTRUCTION SITE EROSION CONTROL AND SEDIMENTATION CONTROL SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND SHALL EMPLOY EROSION CONTROL METHODS AS SHOWN AND SPECIFIED IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS. 2. ALL EROSION CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND SHALL BE INSTALLED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON THE SITE. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION AFTER A RAINFALL OF 0.5 INCHES OR MORE, BUT NO LESS THAN ONCE EVERY WEEK. MAINTENANCE OF ALL EROSION CONTROL STRUCTURES SHALL BE PROVIDED TO INSURE INTENDED PURPOSE IS ACCOMPLISHED. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL OF ALL SEDIMENT WHEN LEAVING PROPERTY. EROSION CONTROL MEASURES MUST BE IN WORKING CONDITION AT END OF EACH WORK DAY. DOCUMENT AND MAINTAIN RECORDS OF INSPECTIONS IN ACCORDANCE WITH WDNR NR216 REQUIREMENTS. 4. SILT FENCE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE CONSTRUCTION PLANS. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN DEPOSITS REACH A DEPTH OF 6 INCHES. THE SILT FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 5. FILTER FABRIC SHALL BE INSTALLED BENEATH INLET COVERS TO TRAP SEDIMENT PER INLET PROTECTION DETAIL IN THE LOCATIONS SHOWN ON THE CONSTRUCTION PLANS. 6. EROSION CONTROL MEASURES SHALL BE MAINTAINED ON A CONTINUING BASIS UNTIL SITE IS FULLY STABILIZED. 7. PERIODIC STREET SWEEPING SHALL BE COMPLETED TO MAINTAIN ADJACENT STREETS FREE OF DUST AND DIRT. 8. SILT FENCE SHALL BE INSTALLED IN HORSESHOE FASHION AROUND ANY TOPSOIL AND FILL STOCKPILES. 9. SITE DEWATERING. WATER PUMPED FROM THE SITE SHALL BE TREATED BY SEDIMENT BASINS OR OTHER APPROPRIATE MEASURES SPECIFIED IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS. WATER MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE, ADJACENT SITES, OR RECEIVING CHANNELS. 10. WASTE AND MATERIAL DISPOSAL. ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED AND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND. 11. TRACKING. EACH SITE SHALL HAVE GRAVELED ROADS, ACCESS DRIVES AND PARKING AREAS OF SUFFICIENT WIDTH AND LENGTH TO PREVENT SEDIMENT FROM BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS. ANY SEDIMENT REACHING A PUBLIC OR PRIVATE ROAD SHALL BE REMOVED BY STREET CLEANING, TO THE SATISFACTION OF THE MUNICIPALITY, BEFORE THE END OF EACH WORKDAY. FLUSHING MAY NOT BE USED UNLESS SEDIMENT WILL BE CONTROLLED BY A SEDIMENT BASIN OR PRACTICE SPECIFIED IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS. NOTIFY MUNICIPALITY OF ANY CHANGES IN STABILIZED CONSTRUCTION ENTRANCE LOCATION. 12. SEDIMENT CLEANUP. ALL OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF A STORM EVENT SHALL BE CLEANED UP BY THE END OF THE NEXT WORKDAY. ALL OTHER OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE CLEANED UP BY THE END OF THE WORKDAY. 13. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN OR MORE DAYS SHALL BE STABILIZED BY TEMPORARY OR PERMANENT SEEDING, MULCHING, SODDING, COVERING WITH TARPS, OR EQUIVALENT PRACTICE FOUND IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARD. IF TEMPORARY SEEDING IS USED, A PERMANENT COVER SHALL ALSO BE REQUIRED AS PART OF THE FINAL SITE STABILIZATION. SEEDING OR SODDING SHALL BE REQUIRED AS PART OF THE FINAL SITE STABILIZATION. 14. SOIL OR DIRT STORAGE PILES SHALL BE LOCATED A MINIMUM OF TWENTY-FIVE FEET FROM ANY DOWNSLOPE ROAD, LAKE, STREAM, WETLAND, OR DRAINAGE CHANNEL. STRAW BALE OR FILTER FABRIC FENCES SHALL BE PLACED ON THE DOWN SLOPE SIDE OF THE PILES. IF REMAINING FOR MORE THAN THIRTY DAYS, PILES SHALL BE STABILIZED BY MULCHING, VEGETATIVE COVER, TARPS OR OTHER MEANS. 15. WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS, TEMPORARY PRACTICES, SUCH AS FILTER FABRIC FENCES, STRAW BALES, SEDIMENT AND SEDIMENT TRAPS, FOUND IN THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARDS SHALL BE REMOVED. 16. NOTIFY THE LOCAL MUNICIPALITY HAVING JURISDICTION WITHIN TWO WORKING DAYS OF COMMENCING ANY LAND DEVELOPMENT OR LAND DISTURBING ACTIVITY. 17. OBTAIN PERMISSION FROM THE LOCAL MUNICIPALITY HAVING JURISDICTION PRIOR TO MODIFYING THE EROSION CONTROL PLAN. 18. REPAIR ANY SILTATION OR EROSION DAMAGE TO ADJOINING SURFACES AND DRAINAGE WAYS RESULTING FROM LAND DEVELOPMENT OR LAND DISTURBING ACTIVITIES. 19. KEEP A COPY OF THE EROSION CONTROL PLAN ON SITE. 20. CONTRACTOR SHALL, TO THE EXTENT POSSIBLE, MINIMIZE DISTURBANCE OF EXISTING VEGETATION DURING CONSTRUCTION. 21. CONTRACTOR SHALL, TO THE EXTENT POSSIBLE, MINIMIZE COMPACTION OF TOPSOIL AND PRESERVE TOPSOIL IN GREENSPACE AREAS. 22. WASH WATER FROM VEHICLES AND WHEEL WASHING SHALL BE CONTAINED AND TREATED PRIOR TO DISCHARGE. 23. CONTRACTOR SHALL MAINTAIN SPILL KITS ON-SITE. 24. PERMAMENT TURF SEEDING OF DISTURBED AREA MUST OCCUR PRIOR TO SEPTEMBER 15TH. IF ADEQUATE TIME IS NOT AVAILABLE TO APPLY PERMANENT SEEDING PRIOR TO SEPTEMBER 15TH, THEN DISTURBED AREAS SHALL BE TEMPORARILY SEEDED WITH AN ANNUAL RYE GRASS PER WDNR TECHNICAL STANDARD 1059, WHERE THE TEMPORARY SEEDING MUST OCCUR PRIOR TO OCTOBER 15TH. 25. IF TEMPORARY SEEDING IS NOT COMPLETED BY OCTOBER 15TH, APPLY SOIL STABILIZERS AND DORMANT SEED TO DISTURBED AREA PER WDNR TECHNICAL STANDARD 1050. INSPECT ANIONIC PAM APPLICATION AT A MINIMUM FREQUENCY OF EVERY TWO MONTHS AND REAPPLY AS NECESSARY CONSTRUCTION SEQUENCE FOR EROSION CONTROL INCLUDES: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 2. INSTALL SILT FENCING AND INLET PROTECTION. 3. INITIATE STOCKPILING OF IMPORTED MATERIAL. PLACE SILT FENCE AROUND STOCKPILE(S). 4. STRIP TOPSOIL FROM STORM WATER BASIN LOCATION AND STOCKPILE. 5. CONSTRUCT STORM WATER BASIN AND INSTALL TEMPORARY OUTLET AND EMERGENCY OVERFLOW. BASIN IS TO BE USED AS A SEDIMENTATION BASIN DURING THE COURSE OF CONSTRUCTION. 6. CONSTRUCT DIVERSION SWALES, DIRECT RUNOFF TO STORM BASIN. INSTALL ASSOCIATED DITCH CHECKS. 7. INSTALL RIP-RAP AT STORM WATER BASIN AS SHOWN ON THE PLANS. 8. STRIP TOPSOIL FROM REMAINDER OF SITE IN A PROGRESSIVE MANNER, AND STOCKPILE. 9. PERFORM ROUGH SITE GRADING. STABILIZE FINISHED AREAS AS THE WORK PROGRESSES. USE EROSION MATTING WHERE CALLED FOR ON THE PLANS. PER WDNR TECHNICAL STANDARD 1059: AREAS THAT RECEIVE TEMPORARY SEEDING SHALL HAVE A MINIMUM TOPSOIL DEPTH OF 2 INCHES. AREAS THAT RECEIVE PERMANENT SEEDING SHALL HAVE A MINIMAL TOPSOIL DEPTH OF 4 INCHES. 10. PREPARE BUILDING PAD AND BEGIN FOUNDATIONS WORK FOR BUILDING. 11. INSTALL UTILITIES. INSTALL ANY ADDITIONAL INLET PROTECTION ON NEW STORM SEWER AND INSTALL RIP-RAP AT NEW STORM SEWER OUTFALLS. 12. REMOVE TEMPORARY OUTLET CONTROL STRUCTURE ON BASIN AND INSTALL PAVEMENTS. 13. STABILIZE AREAS REMAINING AREAS WITHIN 7 DAYS OF COMPLETION OF FINAL GRADING AND TOPSOILING. 14. REMOVE EXCESS SEDIMENT FROM STORMWATER BASINS AND RETURN BASINS TO THEIR DESIGN DIMENSIONS AND VOLUMES. 15. REMOVE EROSION CONTROL MEASURES ONLY WHEN SITE IS FULLY STABILIZED. EXISTING ASPHALT, CONCRETE OR GRASS SURFACE EXISTING ASPHALT, CONCRETE OR GRASS SURFACE 3" TO 6" CLEAR OR WASHED STONE 12" MIN. 50' MIN. GENERAL NOTE: 1. STONE TRACKING PAD SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1057 2. AN APPROVED MANUFACTURED TRACKOUT CONTROL DEVICE SYSTEM CONFORMING TO WDNR TECHNICAL STANDARD #1057 MAY BE USED AS AN ALTERNATIVE TO A STONE TRACKING PAD A B A A A DIRECTION OF FLOW SLOPE VAR. SLOPE VAR. FRONT ELEVATION A-A PLAN VIEW SECTION A-A EMBED BALES WOOD STAKES (2 PER BALE) NOMINAL 2"X2"X30" MIN. LENGTH OR EQUIVALENT. DRIVEN FLUSH WHEN SOIL CONDITIONING PERMITS FOR SCOUR PROTECTION USE: EROSION MAT FOR CHANNEL LINING. LAP MAT UNDER UPSTREAM BALES AND SECURE FABRIC WITH WOOD STAKES AT 3 FOOT INTERVALS STRAW BALES2"X2"X30" WOOD POSTS DRIVEN FLUSH WHEN SOIL CONDITIONING PERMITS STAGGER JOINTS BETWEEN ADJACENT ROWS OF BALES BOTTOM ELEVATION OF END BALES (A) SHALL BE EQUAL TO OR GREATER THAN TOP OF LOWEST MIDDLE BALE (B). 14" NOM. 4" NOM. 14" NOM. 30" MIN. 7" NOM. 7" NOM. NOTE: 1. ALL DIMENTIONS ARE APPROXIMATE 2. STRAW BALE BARRIERS (DITCH CHECKS) SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1062 3. THIS DRAWING IS BASED ON WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD DETAIL DRAWING 8 E 8-3 STAKE OF HAY BALES PLAN VIEW AROUND INLET FLOW FLOW FLOW FLOW SLOPE INSTALLATION NOTES: 1. ECRMs (EROSION CONTROL REVEGATIVE MATS) SHALL BE INSTALLED AFTER ALL TOPSOILING, FERTILIZING, LIMING, AND SEEDING IS COMPLETE. 2. THE MAT SHALL BE IN FIRM AND INTIMATE CONTACT WITH THE SOIL. IT SHALL BE INSTALLED AND ANCHORED PER THE MANUFACTURER'S RECOMMENDATION. 3. TRMs (TURF-REINFORCEMENT MAT) SHALL BE INSTALLED INCONJUCTION WITH THE TOPSOILING OPERATION AND SHALL BE FOLLOWED BY ECRM INSTALLATION. 4. AT TIME OF INSTALLATION, DOCUMENT THE MANUFACTURER AND MAT TYPE BY RETENTION OF MATERIAL LABELS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. RETAIN THIS DOCUMENTATION UNTIL THE SITE HAS BEEN STABILIZED. 5. EROSION MATTING SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1052. 6. INSTALL PER MANUFACTURERS SPECIFICATIONS. 7. TRM MAT INSTALLED LOCATION SHALL BE ASBUILT PRIOR TO TOPSOIL AND ECRM MAT PLACEMENT. GEOTEXTILE FABRIC, TYPE FF GEOTEXTILE FABRIC, TYPE FF 2" X 4" STAKE AND CROSS BRACING INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH GEOTEXTILE FABRIC, TYPE FF WOOD 2" X 4" EXTENDS 7" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES 4"X6" OVAL HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS. FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC. INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH GEOTEXTILE FABRIC, TYPE FF MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS GRATED INLET BURIED FABRIC MIN. 6" DEPTH GEOTEXTILE FABRIC, TYPE FF 2" X 4" STAKE AND CROSS BRACING ATTACH GEOTEXTILE FABRIC, TYPE FF TO THE STAKES AND CROSSING BRACING FLAP POCKET INLET PROTECTION, TYPE D (CAN BE INSTALLED IN ANY INLET WITH OR WITHOUT A CURB BOX AS PER NOTE) INLET PROTECTION, TYPE B (WITHOUT CURB BOX) (CAN BE INSTALLED IN ANY INLET WITHOUT A CURB BOX) INLET PROTECTION, TYPE C (WITH CURB BOX) INLET PROTECTION, TYPE A INSTALLATION NOTES USE REBAR OR STEEL ROD FOR REMOVAL OR FOR INLETS WITH CAST CURB BOX USE WOOD 2"X4", EXTEND 10" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES. DIRECTION OFRUNOFF WATERFLOW GENERAL NOTES: 1. MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE DEPARTMENT'S EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BE SUBSTITUTED. 2. WHEN REMOVING OR MAINTAINING INLET PROTECTION. CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. 3. FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL 4. FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING. 5. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4. 6. INLET PROTECTION SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1060 7. THIS DRAWING IS BASE ON WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD DETAIL DRAWING 8 E 10-2 TYPE B & C TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET. TYPE D DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 30", MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACES AT A MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG. INLET WITH OR WITHOUT GRATE 2' 2' 4' 12" 12" 4" 8" GENERAL NOTES 1. HORIZONTAL BRACE REQUIRED WITH 2"X4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS. 2. TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL. 3. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1-1/8" X 1-1/8" OF OAK OR HICKORY. 4. WHERE SILT FENCE CROSSES A CULVERT, EITHER GAP SILT FENCE OR ROUTE SILT FENCE OVER TOP OF CULVERT TO AVOID RESTRICTING FLOW OF WATER. 5. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ON THE FOLLOWING TWO METHODS: A) OVERLAP THE END POSTS AND TWIST OR ROTATE, AT LEAST 180 DEGREES. B) HOOK THE END OF EACH SILT FENCE LENGTHS. 6. SILT FENCE SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD #1056 7. THIS DRAWING IS BASED ON WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD DETAIL DRAWING 8 E 9. FLOW DIRECTION FLOW DIRECTION FLOW FLOW DIRECTION TWIST METHOD (WHEN ADDITIONAL SUPPORT REQUIRED) HOOK METHOD JOINING TWO LENGTHS OF SILT FENCE SILT FENCE SILT FENCE TIE BACKTRENCH DETAIL * NOTE: 8'-0" POST SPACING ALLOWED IF A WOVEN GEOTEXTILE FABRIC IS USED. NOTE: ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS TIEBACK BETWEEN FENCE POST AND ANCHOR SILT FENCE FLOW DIRECTION ANCHOR STAKE MIN. 18" LONG GEOTEXTILE FABRIC EXCESS FABRIC WOOD POSTS LENGTH 3'-4' 20" DEPTH IN GROUND GEOTEXTILE FABRIC ONLY BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS FLOW DIRECTION GEOTEXTILE FABRIC WOOD POST WOOD POST WOOD POST WOOD POST GEOTEXTILE FABRIC GEOTEXTILE FABRIC GEOTEXTILE FABRIC GEOTEXTILE FABRIC SUPPORT CORD 2'-0" 3'-0" MAX.* 3'-0" MAX.* 3'-0" MAX.* 3'-0" MAX.* FOLD 3" MAX. 1'-0" MIN. 2'-0" MIN. SECTION PLAN AREA TO BE PROTECTED WORK AREA WORK AREA AREA TO BE PROTECTED WATER FLOW PAVEMENT OR IMPERVIOUS SURFACE SEDIMENT LOG / SILT SOCK (8", 12" OR 18" TYPICAL) CONCRETE BLOCKS SIZED AS NEEDED (10' O.C. MIN.) CONCRETE BLOCKS SIZED AS NEEDED (10' O.C. MIN.) OR SAND BAGS SEDIMENT LOG / SILT SOCK (8", 12" OR 18" TYPICAL) ON PAVEMENT DITCH CHECK FLOW FLOW UNPAVED SLOPE INTERRUPTION DISTURBED AREA AREA TO BE PROTECTED PERIMETER CONTROL & OVERLAPPING NOTE: OVERLAP BASED ON FLOW DIRECTION (SOCKS SQUEEZED) A PYRAMID OF SMALLER DIAMETER SILT SOCKS WILL INCREASE THE EFFECTIVE HEIGHT OF THE DEVICE WHEN LARGER DIAMETER SOCKS ARE NOT READILY AVAILABLE OR EASY TO INSTALL. 3:1 MAX SLOPEWOODEN STAKES PLACED 10' O.C. 8-9" DIAMETER SILT SOCK (ALSO AVAILABLE IN 12", 18" & 24" DIAMETER) 10-12" DEEP (MIN.) 1. A SLIGHT ENTRENCHMENT MAY BE REQUIRED ON STEEPER SLOPES TO ENSURE INTIMATE GROUND CONTACT. 2. REMOVE SEDIMENT FROM THE UPSLOPE SIDE OF THE SILT SOCK WHEN ACCUMULATION HAS REACHED 1/2 OF EFFECTIVE HEIGHT OF SOCK. 3. LOOSE FILTER MEDIA MAY BE BACKFILLED ON THE UPSLOPE SIDE OF SOCK TO ENHANCE PERFORMANCE. 4. HARDWOOD STAKES 2"x2"x24" (NOMINAL) ARE SUGGESTED. 10-12" DEEP T-POSTS OR STAKES FLOW FLOW FLOW 45° - 90° STAKE STAKE STAKE CURL UPHILL WHEN FLOW IS LESS THAT 45° 1-2' OVERLAP RECOMMENED ON SLOPES INSTALL SILT SOCK PERPENDICULAR TO FLOW WITH ENDS CURLED SLIGHTLY UPSTREAM TO PREVENT HIGH WATER FROM GOING AROUND THE ENDS. SLOW AND SPREAD WATER TO REDUCE CHANNELING AND EROSION STAKE BEHIND, THROUGH, OR CROSS TO HOLD SECURELY TO GROUND. TRENCH IF NECESSARY TO ELIMINATE UNDERFLOW PYRAMID INSTALLATION STAKING www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C400 22394 ---- EROSION CONTROL DETAILS - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14JRICCHIOC40022394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C400 DETAILS.dwg SCALE: CHANNEL EROSION MATTING - WDNR TS-1053DNTS SCALE: CONSTRUCTION ENTRANCE - WDNR TS-1057ANTS SCALE: DITCH CHECK - WDNR TS-1062 BALESBNTS SCALE: EROSION MATTING - WDNR TS-1052CNTS SCALE: INLET PROTECTION - WDNR TS-1060GNTS SCALE: SILT FENCE - WDNR TS-1056FNTS SCALE: SEDIMENT LOG - SILT SOCK ON PAVEMENTENTS 6" 6" 6" 6" 6"12" 6" 6" 6" 18" 2" R 3/4" R 2" R 3/4" R 1/4" R 1/4" R 8" 8" SLOPE GUTTER @ 2% SLOPE GUTTER @ 2% 18" 12" 1.0' 1.0' REJECT NOTES: 1. THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPE OF THE SUBGRADE OR BASE AGGREGATE PROVIDED A 6" MINIMUM GUTTER THICKNESS IS MAINTAINED. 1-1/4" DENSE GRADED AGGREGATE BASE COURSE TIE-BAR IF ADJACENT TO CONCRETE (NO.4 X 2'-0" DEFORMED TIE BARS SPACED AT 3'-0" C-C). 1-1/4" DENSE GRADED AGGREGATE BASE COURSE TIE-BAR IF ADJACENT TO CONCRETE (NO.4 X 2'-0" DEFORMED TIE BARS SPACED AT 3'-0" C-C). ACCEPT CURB AND GUTTER FLUSH WITH ADJACENT PAVEMENT LANDING AREA (5' MIN. x 5' MIN. @ 2% MAX. SLOPE IN ANY DIRECTION) 1:12 MAX. SLOPE 1:12 MAX. SLOPE 6'-0" 6'-0" NOTES: 1. CONTRACTOR TO VERIFY ADA RAMP DETAIL WITH CITY AND ADJUST AS NEEDED. 2.PROVIDE DETECTABLE WARNING CONSISTING OF RAISED TRUNCATED DOMES OF SIZE, SPACING AND CONTRAST REQUIRED BY ADA GUIDELINES. (REFER TO TRUNCATED DOMES DETAIL) 3.DETECTABLE WARNING COLOR SHOULD BE NATURAL UNLESS OTHERWISE INDICATED 4.DETECTABLE WARNINGS SHALL BE PER CITY STANDARDS 2'-0" REFER TO DETECTABLE WARNING DETAIL (SEE NOTE BELOW) LENGTH VARIES. MATCH INTO EXISTING OR PROPOSED SIDEWALK WITH A MAX SLOPE @ 5%. MAX CROSS SLOPE @ 2% LENGTH VARIES. MATCH INTO EXISTING OR PROPOSED SIDEWALK WITH A MAX SLOPE @ 5%. MAX CROSS SLOPE @ 2% 5" CONCRETE PAVEMENT 6" DENSE GRADED AGGREGATE BASE COURSE (3/4") COMPACTED SUBGRADE 8" CONCRETE PAVEMENT 6" DENSE GRADED AGGREGATE BASE COURSE (1-1/4") COMPACTED SUBGRADE *CONTRACTOR SHALL PREPARE AND SUBMIT A CONCRETE POUR PLAN SHOWING ALL PLANNED CONTRACTION AND CONSTRUCTION JOINTS. LENGTH OF PANELS SHOULD NOT BE MORE THAN 25% GREATER THAN ITS WIDTH. JOINT SPACING (IN FEET) SHOULD NOT EXCEED 2.5 TIMES THE THICKNESS (IN INCHES) OF PAVEMENT. TIE BARS OR DOWEL BARS SHALL BE PLACED AT CONSTRUCTION JOINTS AS APPROPRIATE. 1.5" SURFACE NO. 5 OVER TACK COAT 2" BINDER NO. 4 (LOWER LAYER) COMPACTED SUBGRADE 8" DENSE GRADE AGGREGATE BASE COURSE (1-1/4") 2" SURFACE NO. 5 OVER TACK COAT 2.5" BINDER NO. 4 (LOWER LAYER) COMPACTED SUBGRADE 9" DENSE GRADE AGGREGATE BASE COURSE (1-1/4") 5.0' 2.0' 1" ± (TYP) A B C/L RAMP C DELEVATION VIEW PLAN VIEW 0.2" MIN.MAX. A B C D 1.6" 0.65" X 0.9" 2.4" 1.5" X 1.4" X = THE C DIMENSIONS IS 50% TO 65% OF THE D DIMENSION PLAN VIEW B NOTES: 1. PROVIDE DETECTABLE WARNING CONSISTING OF RAISED TRUNCATED DOMES OF SIZE, SPACING AND CONTRAST REQUIRED BY ADA GUIDELINES. (REFER TO ADA WARNING FIELD DETAIL) 2. DETECTABLE WARNING COLOR SHOULD BE NATURAL UNLESS OTHERWISE INDICATED 3. DETECTABLE WARNINGS SHALL BE PER CITY STANDARDS. VEHICLES WITH VET OR DIS PLATES OR STATE DISABLED CARD THIS SPACE RESERVED PARKING 1/2" RADIUS GREEN BLUE WHITE GREEN VAN ACCESSIBLE THIS SPACE RESERVED PARKING VEHICLES WITH VET OR DIS PLATES OR STATE DISABLED CARD CAP TOP OF STEEL PIPE NOTES: 1. PROVIDE ADDITIONAL SIGN "VAN ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY, WHEN PROVIDING A MIN. 8' WIDE ACCESS AISLE. SIGN SHOULD BE LOCATED SO IT CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 2. PROVIDE 8" MIN DIAMETER BOX-OUT WHEN INSTALLING SIGN IN PAVEMENT. 12" 18" 18" 60" 36" 13" 18" 3/8" ZINC PLATED ANCHOR BOLT AND NUT 2 1/2" SQUARE X 18" 2 1/4" SQUARE X 36" 3/8" ZINC PLATED ANCHOR BOLT AND NUT (66" FOR VAN ACCESSIBLE SIGN) 12" 3/8" ZINC PLATED ANCHOR BOLT AND NUT 2.5" 2" SCHEDULE 40 GALVANIZED STEEL TUBULAR SQUARE UPPER SECTION ALL HOLES 7/16" SPACED 1" C-C ALL FOUR SIDES NOTES: 1. RETAINING WALL SYSTEM SHALL BE KEYSTONE, ROCKWOOD, OR APPROVED EQUAL. 2. TYPICAL SECTION IS FOR CONCEPTUAL DESIGN ONLY.THE CONTRACTOR SHALL PROVIDE COMPLETE DESIGN, PLANS, DETAILS, SPECIFICATIONS, AND STAMPED AND SEALED SHOP DRAWINGS AND STABILITY CALCULATIONS FOR THE RETAINING WALLS TO THE ENGINEER. THE RETAINING WALL MANUFACTURER SHALL PROVIDE TECHNICAL ASSISTANCE TO THE CONTRACTOR DURING CONSTRUCTION. THE COST OF THESE ITEMS SHALL BE INCLUDED. 3. STAMPED AND SEALED RETAINING WALL DESIGN, PLANS, DETAILS AND CALCULATIONS SHALL BE PROVIDED TO THE CITY. 4. GEOGRID REINFORCEMENT SPACING AND LENGTH PER MANUFACTURER'S ENGINEER RECOMMENDATIONS. 5. GEOTECHNICAL ENGINEER MAY REQUIRE THAT ADDITIONAL DRAIN PIPING IS NEEDED DEPENDENT UPON SOILS ENCOUNTERED DURING WALL CONSTRUCTION. 6. WALL LEVELING BASE TO BE VERIFIED WITH GEOTECHNICAL ENGINEER. 7. ANY SPECIAL TREATMENT SOILS BELOW LEVELING PAD WHICH ARE SUBJECT TO FROST HEAVE SHALL BE DESIGNED BY WALL ENGINEER OF RECORD. 8. PLANS, ELEVATIONS, AND DETAILS SHOWN ON THESE DRAWINGS ARE INTENDED TO INDICATE WALL LOCATIONS, LENGTHS, HEIGHTS, AND DETAILS COMMON TO THE WALL SYSTEM SELECTED. THE CONTRACTOR SHALL VERIFY THAT THE WALL SYSTEM SELECTED WILL CONFORM TO THE REQUIRED ALIGNMENTS AND DETAILS. 9. THE RETAINING WALL IS TO BE DESIGNED USING THE ELEVATIONS GIVEN ON THIS SHEET AND GRADING PLAN SHEETS. 10. STYLE AND COLOR OF THE MODULAR BLOCK SHALL BE SELECTED BY THE OWNER AND ARCHITECT 1.0' MIN. H 6" MINIMUM AS SPECIFIED BY DESIGNER 6" MIN. TYP. REINFORCED (INFILL) SOIL ZONE RETAINED SOIL ZONE SET BACK PER BLOCK (VARIES BY MANUFACTURER) LIMIT OF REINFORCED ZONE LIMIT OF REINFORCED ZONE 6" Ø PERFORATED WRAPPED PIPE UNDERDRAIN (CONNECT TO STORM SEWER WHERE APPLICABLE) SEE NOTE 6 LEVELING PAD DRAINAGE AGGREGATE CAP UNIT FOUNDATION SOIL ZONE SOIL REINFORCEMENT FINISH GRADE TOP OF WALL ELEVATION (TOW) BOTTOM OF WALL ELEVATION (BOW) www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C401 22394 ---- PAVEMENT DETAILS - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14JRICCHIOC40122394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C401 DETAILS.dwg SCALE: 18 INCH CONCRETE CURB AND GUTTERANTS SCALE: ADA RAMP - TYPE 1HNTS SCALE: CONCRETE SIDEWALK SECTIONBNTS SCALE: CONCRETE PAVEMENT SECTIONCNTS SCALE: ASPHALT PAVEMENT SECTIONDNTS SCALE: ASPHALT PAVEMENT SECTION - HDENTS SCALE: TRUNCATED DOMESFNTS SCALE: ADA SIGN AND POSTGNTS SCALE: MODULAR BLOCK MSE WALLINTS CURB INLET LOCATION SECTION CURB INLET WITHIN CURB & GUTTER PLAN CATCH BASIN WITHIN LOW POINT OF PAVEMENT AREA NOTES: 1. ADJUST FRAME TO GRADE WITH CONCRETE RINGS OF VARIABLE THICKNESS. MAXIMUM RING HEIGHT = 6". MINIMUM RING HEIGHT = 2". CONCRETE RINGS SHALL BE REINFORCED WITH ONE LINE OF STEEL CENTERED WITHIN THE RING. 2. CONCRETE AND REINFORCEMENT STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-478. 3. 3" MIN. BEDDING OF STONE UNDER BASE REQUIRED , ADDITIONAL BEDDING STOME MAY BE REQUIRED ON WET SUB-GRADE. 4. UNLESS NOTED ON THE PLANS CONTRACTOR IS RESPONSIBLE FOR ALL CATCH BASIN SIZING AND SHALL PROVIDE A SHOP DRAWING TO THE SIGMA GROUP, INC. BEFORE THEY ARE RELEASED FOR PRODUCTION. CURB SIDE C.B. FRAME AND GRATE: REFER TO CASTING TABLE PAVEMENT / LANDSCAPE C.B. FRAME AND GRATE: REFER TO CASTING TABLE TOP OF CURB FLOW LINE OF GUTTER VARIES 48" DIA. MIN. REFER TO CASTING TABLE FINAL GRADEMINIMUM 2 GRADE RINGS 1/2" MORTAR BACKPLASTER 4" PERFORATED DRAIN TILE 4" PERFORATED DRAIN TILE 5" PRECAST STORM LEAD STRUCTURE FOOTING CLASS "D" CONCRETE VARIES 48" DIA. MIN. 10' MIN.10' MIN. 24" SUMP REQUIRED FOR CATCH BASIN STORM SEWER (SIZE AND LOCATION VARIES) STORM SEWER (SIZE AND LOCATION VARIES) CATCH BASIN WITHIN PAVEMENT AREA 4" PERFORATED DRAIN TILE (10' MIN. LENGTH) PROPOSED CURB & GUTTER STORM SEWER (SIZE & LOCATION VARIES) CATCH BASIN WITHIN CURB & GUTTER 4" PERFORATED DRAIN TILE (10' MIN. LENGTH) DRAIN TILE TO BE INSTALLED UNDER GUTTER & ASPHALT INTERFACE 4" PERFORATED DRAIN TILE (10' MIN. LENGTH) NOTE: DRAIN TILE SHALL HAVE TWO (2) SEGMENTS POSITIONED ALONG THE GUTTER & ASPHALT INTERFACE. 18" MAX. 4" MIN.4" MIN. 4" MIN. 1'-4" MIN. 8" MIN. PROPOSED FINAL GRADE PAVEMENT. REFER TO PAVEMENT SECTION DETAIL FOR DESIGN THICKNESS. CRUSHED AGGREGATE BASE COURSE SUBGRADE GEOTEXTILE FABRIC TO BE OVERLAPPED BY 4" MIN. GEOTEXILE FABRIC TYPE DF SCHEDULE A 4" DIA. PVC PERFORATED DRAIN TILE. SLOPE MIN. 1/8" PER FOOT TO INLET 1" CLEAR STONE CATCH BASIN / INLET CASTING TABLE IF 18" CURB & GUTTERIF 24" CURB & GUTTERIF 30" CURB AND GUTTER CASTINGGRATECASTINGGRATE CASTING GRATE CURB INLETNEENAH R-3067ANEENAH R-3067ANEENAH R-3228HC AREA INLETNEENAH R-2050C PROPOSED CURB WITH 12" GUTTER STORM SEWER (SIZE & LOCATION VARIES) CATCH BASIN WITHIN CURB & GUTTER CONCRETE BUMP OUT TO BE APPLIED FOR 12" GUTTER PAN 6" 4" STORM LEAD 6" 24" SUMP REQUIRED FOR CATCH BASINS NOTES: 1. CONSTRUCT MANHOLE IN ACCORDANCE WITH FILE NO. 12 OF THE STATE STANDARD SPECIFICATIONS FOR SEWER AND WATER. 2. CONCRETE RINGS SHALL BE REINFORCED WITH ONE LINE OF STEEL CENTERED WITHIN THE RING. WHERE NECESSARY RINGS SHALL BE GROOVED TO RECEIVE STEP. 3. CONCRETE AND REINFORCEMENT STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-478. 4. JOINTS SHALL BE WATERTIGHT AND SHALL BE MADE USING MORTAR, OR FLEXIBLE RUBBER TYPE GASKETS FOR STORM MANHOLES. 5. AREA OF CIRCUMFERENTIAL STEEL = 0.12 SQ. INCH PER LINEAL FOOT MIN. 6. 3" MIN OF BEDDING STONE UNDER BASE. ADDITIONAL BEDDING STONE MAY BE REQUIRED ON WET SUBGRADE. 7. UNLESS NOTED ON THE PLANS CONTRACTOR IS RESPONSIBLE FOR ALL MANHOLE SIZING AND SHALL PROVIDE A SHOP DRAWING TO THE SIGMA GROUP, INC. BEFORE THEY ARE RELEASED FOR PRODUCTION. 8. POUR CONCRETE BENCH SLOPE. 1" MIN PER FOOT. PRECAST REINFORCED CONCRETE ECCENTRIC CONE STANDARD 1 RING MIN. 9'' MAX TOTAL RINGS FINISHED GRADE CONE-TOP SECTION TYPE III JOINT REQUIRED FOR ALL STORM MANHOLES 1'-4" MIN. 26 1/4" VARIES 9" MAX. 48" FOR 4'-0" MANHOLE FLAT-TOP SECTION MANHOLE STEPS 3/8" DIA. STEEL REINFORCING ROD WITH MOLDED PLASTIC COVER FINISHED GRADENEENAH R-1733-A WITH TWO LIFT HOLES PRECAST CONCRETE SOLID BOTTOM PRECAST MANHOLE SECTIONS 1'-4" MIN. VARIES 9" MAX. 48" MIN. 16" 4" D 6" 4.5" MIN. SPACE BETWEEN PIPE AND PRECAST MANHOLE WALL TO BE FILLED WITH BRICK AND MORTAR INTO PLACE. 1 RING MIN. 9'' MAX TOTAL RINGS WATER MAIN JOINT RESTRAINT DISTANCE (FT) PER FITTING FITTING TYPE4" DIAMETER6" DIAMETER 8" DIAMETER12" DIAMETER16" DIAMETER 20" DIAMETER HORIZONTAL BEND - 11.25°555588 HORIZONTAL BEND - 22.5°888101015 HORIZONTAL BEND - 45°101012162026 HORIZONTAL BEND - 90°162025324052 * RESTRAIN LARGER SIZED PIPE REDUCER - DIA. X 4"-25506080130 REDUCER - DIA. X 6"--2560100125 REDUCER - DIA. X 8"---5080120 REDUCER - DIA. X 12"----50100 REDUCER - DIA. X 16"-----50 DEAD END40406090120150 TEE OR CROSS - RUN101010203040 TEE - 4" BRANCH866666 TEE - 6" BRANCH-86666 TEE - 8" BRANCH--10666 TEE - 12" BRANCH---1266 TEE - 16" BRANCH----3010 TEE - 20" BRANCH-----50 VERTICAL BEND - 45° - UPPER122026405060 VERTICAL BEND - 45° - LOWER556101214 VERTICAL BEND - 22.5° - UPPER81014182428 VERTICAL BEND - 22.5° - LOWER455888 VERTICAL BEND - 11.25° - UPPER668101214 VERTICAL BEND - 11.25° LOWER444446 * WHERE RESTRAINT LENGTHS ARE NOT IDENTIFIED ON THE PLANS, THE VALUES IN THIS TABLE SHALL BE PROVIDED AS A MINUMUM www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C401 22394 ---- UTILITY DETAILS - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14JRICCHIOC40122394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C401 DETAILS.dwg SCALE: INLET AND CATCH BASINANTS SCALE: PRECAST STORM MANHOLEBNTS SCALE: JOINT RESTRAINT TABLECNTS www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C500 22394 ---- SPECIFICATIONS - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14JRICCHIOC50022394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C500 SPECIFICATIONS.dwg EARTH MOVING: 1. ALL EARTH WORK SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER PRESENTED IN THE SITE GEOTECHNICAL REPORT, GEOTECHNICAL ENGINEER RECOMMENDATIONS MADE IN THE FIELD AND THESE SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THESE SPECIFICATIONS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER SHALL GOVERN. 2. CONTRACTOR SHALL PROVIDE MATERIAL TEST REPORTS FROM A QUALIFIED TESTING AGENCY INDICATING TEST RESULTS FOR CLASSIFICATION ACCORDING TO ASTM D2487 AND LABORATORY COMPACTION CURVES ACCORDING TO ASTM D 1557 FOR EACH ON-SITE AND OFF-SITE SOIL MATERIAL PROPOSED FOR FILL AND BACKFILL. 3. CONTRACTOR SHALL PROVIDE PREEXCAVATION PHOTOS OR VIDEOS SHOWING EXISTING CONDITIONS OF ADJOINING STRUCTURES AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY EARTHWORK OPERATIONS. 4. OLD BUILDING FOUNDATIONS, BUILDING REMNANTS OR UNSUITABLE BACKFILL MATERIAL SHALL BE COMPLETELY REMOVED FROM WITHIN AND A MINIMUM OF 10 FEET BEYOND THE NEW BUILDING PAD AREAS. THE RESULTING EXCAVATION SHALL BE BACKFILLED WITH COMPACTED ENGINEERED FILL. 5. FOUNDATIONS, FOUNDATION WALLS OR CONCRETE FLOOR SLABS SHALL BE REMOVED TO A MINIMUM OF TWO FEET BELOW PROPOSED SUBGRADE WITHIN PROPOSED PARKING AND GREENSPACE AREAS. BASEMENT SLABS LOCATED BELOW 2 FEET FROM PLANNED SUBGRADE ELEVATION MAY BE LEFT IN PLACE BUT SHALL BE BROKEN INTO MAXIMUM 6 INCH PIECES TO FACILITATE DRAINAGE. 6. SATISFACTORY SOILS FOR FILL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER OR ANY SOIL GROUP OR COMBINATION OF GROUPS APPROVED OF BY THE PROJECT GEOTECHNICAL ENGINEER. 7. UNSATISFACTORY SOILS FOR FILL: SOIL CLASSIFICATION GROUPS GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487 OR A COMBINATION OF THESE GROUPS UNLESS DEEMED SATISFACTORY BY THE PROJECT GEOTECHNICAL ENGINEER. UNSATISFACTORY SOILS ALSO INCLUDE SOILS NOT MAINTAINED WITHIN 3 PERCENT OF OPTIMUM SOIL MOISTURE CONTENT AT THE TIME OF COMPACTION. 8. AGGREGATE BASE COURSE BENEATH PAVEMENTS: SHALL BE 1-1/4” DENSE GRADED BASE COURSE CONFORMING TO SECTION 305 OF THE STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, LATEST EDITION. 9. ENGINEERED FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-1/2-INCH (37.5-MM) SIEVE AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 SIEVE OR ANY SOIL DEEMED ACCEPTABLE FOR ENGINEERED FILL BY THE PROJECT GEOTECHNICAL ENGINEER. ENGINEERED FILL SHALL BE FREE OF ORGANIC, FROZEN, OR OTHER DELETERIOUS MATERIAL AND HAVE A MAXIMUM PARTICLE SIZE LESS THAN 3 INCHES. CLAY FILLS SHALL HAVE A LIQUID LIMIT OF LESS THAN 49 AND PLASTICITY INDEX BETWEEN 11 AND 25. 10. BEDDING COURSE FOR SEWERS AND WATER SERVICE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND CONFORMING TO THE REQUIREMENTS OF SECTION 8.43.2 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. 11. DRAINAGE COURSE BENEATH BUILDING SLABS: NARROWLY GRADED MIXTURE OF WASHED, CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL; ASTM D 448; COARSE-AGGREGATE GRADING SIZE 57; WITH 100 PERCENT PASSING A 1-1/2-INCH (37.5-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO. 8 SIEVE. 12. TRENCH BACKFILL MATERIAL SHALL BE GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF THE STANDARD SPECIFICATIONS BENEATH AND WITHIN FIVE FEET OF PAVEMENT AREAS; COMPACTED SPOIL BACKFILL IN ACCORDANCE WITH SECTION 8.43.5 OF THE STANDARD SPECIFICATIONS MAY BE USED BENEATH LANDSCAPE AREAS. 13. PIPE COVER MATERIAL: CONFORM TO SECTION 8.43.3 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. 14. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. 15. SHORING, SHEETING AND BRACING: SHORE, BRACE OR SLOPE BANKS OF EXCAVATION TO PROTECT WORKMEN, BANKS, ADJACENT PAVING, STRUCTURES, AND UTILITIES TO MEET OSHA REQUIREMENTS. DESIGN OF TEMPORARY SUPPORT OF EXCAVATION IS THE RESPONSIBILITY OF THE CONTRACTOR. 16. EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF THE CHARACTER OF SURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. UNCLASSIFIED EXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL MATERIALS, AND OBSTRUCTIONS. NO CHANGES IN THE CONTRACT SUM OR THE CONTRACT TIME WILL BE AUTHORIZED FOR ROCK EXCAVATION OR REMOVAL OF OBSTRUCTIONS. 17. PROOF-ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITH FULLY LOADED TANDEM AXLE DUMP TRUCK OR RUBBER TIRED VEHICLE OF SIMILAR SIZE AND WEIGHT, TYPICALLY 9 TONS/AXLE, WHERE COHESIVE SOILS ARE ENCOUNTERED OR WITH A SMOOTH DRUMMED VIBRATORY ROLLER WHERE GRANULAR SOILS ARE PRESENT. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES AND PROOFROLL IN DRY WEATHER. PROOF ROLL IN PRESENCE OF PROJECT GEOTECHNICAL ENGINEER OR TECHNICIAN. SOILS THAT ARE OBSERVED TO RUT OR DEFLECT EXCESSIVELY UNDER THE MOVING LOAD (TYPICALLY >1”) SHALL BE UNDERCUT AND REPLACED WITH PROPERLY COMPACTED ENGINEERED FILL. IN PAVEMENT AREAS WHERE UNDERCUTS ARE PERFORMED, THE EDGES OF THE OVEREXCAVATIONS SHALL BE FEATHERED INOT THE SURROUNDING SUITABLE SOIL SO THAT EDGE FAILURE OF THE OVEREXCAVATED AREA DOES NOT OCCUR. 18. DUE TO CLAYEY SOILS, IF UNDERCUTS OCCUR WITHIN PAVEMENT AREAS AND THEY ARE BACKFILLED WITH GRANULAR SOILS, THE BOTTOM OF THE OVEREXCAVATION SHALL BE SLOPED TO A DRAINTILE THAT IS IN KIND SLOPED TOWARD THE NEAREST STORM SEWER. MINIMUM SLOPES OF SUCH DRAINTILES SHALL BE 0.5%. 19. CONVENTIONAL DISKING AND AERATION TECHNIQUES SHALL BE USED TO DRY SOILS BEFORE PROOF ROLLING. ALLOT FOR PROPER DRYING TIME IN PROJECT SCHEDULE. 20. ENGINEERED FILL SHALL BE PLACED IN MAXIMUM LIFTS OF EIGHT INCHES OF LOOSE MATERIAL AND COMPACTED WITHIN 3% OF OPTIMUM SOIL MOISTURE CONTENT VALUE AND A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST ASTM D1557. EACH LIFT OF COMPACTED ENGINEERED FILL SHALL BE OBSERVED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. 21. EXISTING OLD FILL MATERIAL SHALL BE REMOVED BELOW FOOTINGS OR FOUNDATION SUPPORTING FILL. ENGINEERED FILL BELOW FOOTINGS SHOULD HAVE AN IN-PLACE DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AND A MOISTURE CONTENT WITHIN 3% OF OPTIMUM AS DETERMINED BY ASTM D1557. ENGINEERED FILL BELOW FOOTINGS SHALL BE EVALUATED BY IN-FIELD DENSITY TESTS DURING CONSTRUCTION. 22. WHERE UNSUITABLE BEARING SOILS ARE ENCOUNTERED IN A FOOTING EXCAVATION, THE EXCAVATION SHALL BE DEEPENED TO COMPETENT BEARING SOIL AND THE FOOTING LOWERED OR AN OVEREXCAVATION AND BACKFILL PROCEDURE PERFORMED. OVEREXCAVATION AND BACKFILL TREATMENT REQUIRES WIDENING THE DEEPENED EXCAVATION IN ALL DIRECTIONS AT LEAST 6 INCHES BEYOND THE EDGE OF THE FOOTING FOR EACH 12 INCHES OF OVEREXCAVATION DEPTH. THE OVEREXCAVATION SHALL BE BACKFILLED UP TO FOOTING BASE ELEVATION IN MAXIMUM 8 INCH LOOSE LIFTS WITH SUITABLE GRANULAR FILL MATERIAL AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AND A MOISTURE CONTENT WITHIN 3% OF OPTIMUM AS DETERMINED BY ASTM D1557. SOILS AT FOUNDATION BEARING ELEVATION IN THE FOOTING EXCAVATIONS SHALL BE OBSERVED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. 23. A MINIMUM OF FOUR INCHES OF DRAINAGE COURSE MAT SHALL BE PLACED BELOW BUILDING FLOOR SLABS. DRAINAGE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% COMPACTION WITH RESPECT TO THE MODIFIED PROCTOR (ASTM D1557) 24. UTILITY TRENCHES FOR SEWER AND WATER SHALL CONFORM TO CLASS B COMPACTED TRENCH SECTION IN ACCORDANCE WITH FILE NO. 4 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. 25. BACKFILL UTILITY TRENCHES IN 4 TO 6 INCH LOOSE LIFTS COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. BACKFILL SHALL BE MOISTURE CONDITIONED TO BE WITH 3% OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557. 26. UTILITY BEDDING PLACEMENT: CONFORM TO SECTION 3.2.6 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. BEDDING MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% COMPACTION WITH RESPECT TO THE MODIFIED PROCTOR (ASTM D1557). 27. COMPACTION TESTING OF UTILITY TRENCHES SHALL BE PERFORMED ONE FOR EVERY 200 CUBIC YARDS OF BACKFILL PLACED OR ONE FOR TEST PER 200 LINEAR FEET OF TRENCH FOR EACH LIFT, WHICHEVER IS LESS. 28. AGGREGATE BASE COURSE BENEATH PAVEMENTS SHALL BE PLACED AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN 3% OF OPTIMUM AS DETERMINED BY ASTM D1557. AGGREGATE BASE SHALL BE OBSERVED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. 29. GRADING GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. 30. TESTING AGENCY: CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM FIELD QUALITY-CONTROL TESTING. 31. FOOTING SUBGRADE TESTING: EACH ISOLATED FOOTING SHALL INCLUDE AT LEAST ONE TEST PROBE. TEST PROBES SHALL BE PERFORMED EVERY 20 LINEAR FEET IN CONTINUOUS FOOTINGS. 32. BUILDING SLAB AREA TESTING: AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST 1 TEST PER LIFT FOR EVERY 2500 SQ. FT. OR LESS OF BUILDING SLAB, BUT IN NO CASE FEWER THAN 3 TESTS. 33. PAVEMENT AREA TESTING: AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST ONE TEST FOR EVERY LIFT FOR EVERY 2,500 SQUARE FEET OF PAVEMENT AREA, BUT IN NO CASES FEWER THAN 3 TESTS. 34. FOUNDATION WALL BACKFILL: AT EACH COMPACTED BACKFILL LAYER, AT LEAST 1 TEST PER LIFT FOR EACH 50 FEET OR LESS OF WALL LENGTH, BUT NO FEWER THAN 2 TESTS. 35. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED. 36. DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. GENERAL: 1. EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY, AND NO RESPONSIBILITY IS ASSUMED BY THE OWNER OR ENGINEER FOR THEIR ACCURACY OR COMPLETENESS. 2. CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTRACTOR SHALL HAVE SITE MARKED BY DIGGER'S HOTLINE AND SHALL HAVE PRIVATE UTILITIES MARKED BY A PRIVATE UTILITY LOCATOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF EXISTING UTILITIES AND SHALL CHECK ALL UTILITY CROSSINGS AND PROPOSED CONNECTIONS FOR CONFLICTS/DISCREPANCIES PRIOR TO INITIATING CONSTRUCTION. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ENGINEER SO REDESIGN MAY OCCUR IF NEEDED. 3. LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS AND MAY VARY SLIGHTLY FROM PLANS. LENGTHS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. SANITARY SEWERAGE: 1. ALL PRIVATE SANITARY SEWER WORK SHALL BE IN ACCORDANCE WITH THE DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICES (DSPS) PLUMBING CODE - CHAPTERS SPS 382 AND SPS 384 AND LOCAL MUNICIPAL REQUIREMENTS. 2. ALL PUBLIC SANITARY SEWER WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION (STANDARD SPECIFICATIONS) AND LOCAL MUNICIPAL REQUIREMENTS. 3. PVC SEWER PIPE AND FITTINGS: ASTM D 3034, SDR 35, WITH BELL-AND-SPIGOT ENDS WITH RUBBER GASKETED JOINTS IN ACCORDANCE WITH CHAPTER 8.10.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. JOINTS SHALL CONFORM TO ASTM D-3212. 4. MANHOLES: STANDARD PRECAST REINFORCED CONCRETE MANHOLES CONFORMING TO ASTM C478, SECTION 8.39.0 OF THE STANDARD SPECIFICATIONS AND CONFORMING TO FILE NOS. 12, 13 AND 15 OF THE STANDARD SPECIFICATIONS. DIAMETER AND DEPTH AS INDICATED ON PLANS. MANHOLE SIZES TO BE VERIFIED BY CONTRACTOR AND SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING STRUCTURES. 5. MANHOLES DEEPER THAN FOUR FEET SHALL BE PROVIDED WITH MANHOLE STEPS CONFORMING TO SECTION 8.40.0 OF THE STANDARD SPECIFICATIONS. 6. SEWERS SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 3.2.0 OF THE STANDARD SPECIFICATIONS. INSTALL PROPER SIZE INCREASERS, REDUCERS AND COUPLINGS WHERE DIFFERENT SIZES OR MATERIALS OF PIPES AND FITTINGS ARE CONNECTED. INSTALL TRACER PIPE OVER NON-METALLIC PIPING IN ACCORANCE WITH SPS SECTION 382.30(11)(H) AND 382.36(7)(D). 7. PIPE JOINT CONSTRUCTION: FOLLOW PIPING MANUFACTURER'S RECOMMENDATIONS; JOIN PVC SEWER PIPE ACCORDING TO ASTM D2321 AND ASTM D 3212 FOR ELASTOMERIC GASKET JOINTS. JOIN DISSIMILAR PIPE MATERIALS WITH NONPRESSURE-TYPE, FLEXIBLE COUPLINGS 7. PROVIDE AND INSTALL CLEANOUTS IN ACCORDANCE WITH SPS CHAPTER 382.35. INSTALL CLEANOUTS AND RISER EXTENSIONS FORM SEWER PIPES TO PROPOSED GRADE. INSTALL PIPING SO CLEANOUTS OPEN IN DIRECTION OF FLOW IN SEWER PIPE. USE LIGHT DUTY, TOP LOADING CLASSIFICATION CLEANOUTS IN EARTH OR UNPAVED FOOT TRAFFIC AREAS; USE MEDIUM DUTY, TOP-LOADING CLASSIFICATION CLEANOUTS IN PAVED FOOT TRAFFIC AREAS; USE HEAVY DUTY, TOP-LOADING CLASSIFICATION CLEANOUTS IN VEHICULAR TRAFFIC AREAS. SET CLEANOUT FRAMES AND COVERS IN PAVEMENT AREAS FLUSH WITH PAVEMENT SURFACE. 8. CLASS B COMPACTED TRENCH SECTION (FILE NO. NO. 4 OF STANDARD SPECIFICATIONS) SHALL BE UTILIZED. BEDDING AND COVER MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 8.43.0 OF THE STANDARD SPECIFICATIONS. 9. TRENCH BACKFILL MATERIAL SHALL BE GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF THE STANDARD SPECIFICATIONS BENEATH AND WITHIN FIVE FEET OF PAVEMENT AREAS; COMPACTED SPOIL BACKFILL IN ACCORDANCE WITH SECTION 8.43.5 OF THE STANDARD SPECIFICATIONS MAY BE USED BENEATH LANDSCAPE AREAS. 10. MANHOLE INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 3.5.0 OF THE STANDARD SPECIFICATIONS. SET MANHOLE RIMS TO ELEVATIONS INDICATED ON PLANS. 11. AFTER INSTALLATION OF SEWER PIPE CLEAN ALL DEBRIS FROM SEWER AND INSPECT INTERIOR OF PIPING TO DETERMINE WHETHER LINE DISPLACEMENT OR OTHER DAMAGE HAS OCCURRED. CONDUCT DEFLECTION TESTING OF INSTALLED PIPE IN ACCORDANCE WITH SECTION 3.2.6(I)4 OF THE STANDARD SPECIFICATIONS; REPLACE ANY PIPE SECTION NOT PASSING THE DEFLECTION TESTING USING NEW PIPE MATERIALS. TEST NEW BUILDING SEWER IN ACCORDANCE WITH SECTION 5.4.0 OF THE STANDARD SPECIFICATIONS. REPLACE LEAKING PIPE USING NEW PIPE MATERIALS AAND REPEAT TESTING UNTIL LEAKAGE IS WITHIN ALLOWANCES SPECIFIED. SITE CLEARING: 1. EXCEPT FOR STRIPPED TOPSOIL OR OTHER MATERIALS INDICATED TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM PROJECT SITE. 2. MINIMIZE INTERFERENCE WITH ADJOINING ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES DURING SITE-CLEARING OPERATIONS. 3. SALVABLE IMPROVEMENTS: CAREFULLY REMOVE ITEMS INDICATED TO BE SALVAGED AND STORE ON OWNER'S PREMISES WHERE INDICATED. 4. UTILITY LOCATOR SERVICE: NOTIFY UTILITY LOCATOR SERVICE FOR AREA WHERE PROJECT IS LOCATED BEFORE SITE CLEARING. 5. DO NOT COMMENCE SITE CLEARING OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 6. PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROM DISTURBANCE DURING CONSTRUCTION. 7. LOCATE AND CLEARLY FLAG TREES AND VEGETATION TO REMAIN OR TO BE RELOCATED. 8. PROTECT EXISTING SITE IMPROVEMENTS TO REMAIN FROM DAMAGE DURING CONSTRUCTION; RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. 9. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITIES INDICATED TO BE REMOVED; ARRANGE WITH UTILITY COMPANIES TO SHUT OFF INDICATED UTILITIES. 10. EXISTING UTILITIES: DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED BY THE OWNER AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY UTILITY SERVICES. 11. FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH SATISFACTORY SOIL MATERIAL UNLESS FURTHER EXCAVATION OR EARTHWORK IS INDICATED; PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING A LOOSE DEPTH OF 8 INCHES, AND COMPACT EACH LAYER TO A DENSITY EQUAL TO ADJACENT ORIGINAL GROUND. 12. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL. 13. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS. 14. STOCKPILE TOPSOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST. 15. REMOVE EXISTING ABOVE- AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. 16. SAWCUT ALL PAVEMENTS FULL DEPTH PRIOR TO REMOVAL; SAWCUTS SHALL BE IN STRAIGHT LINES PERPENDICULAR AND/OR PARALLEL TO EXISTING PAVEMENT JOINTS AND PAVEMENT EDGES. 17. REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS, DEMOLISHED MATERIALS, AND WASTE MATERIALS INCLUDING TRASH AND DEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 18. SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER NONRECYCLABLE MATERIALS. STORE OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES. STORM DRAINAGE: 1. ALL PRIVATE STORM SEWER WORK SHALL BE IN ACCORDANCE WITH THE DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICES (DSPS) PLUMBING CODE - CHAPTERS SPS 382 AND SPS 384 AND LOCAL MUNICIPAL REQUIREMENTS. 2. ALL PUBLIC STORM SEWER WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION (STANDARD SPECIFICATIONS) AND LOCAL MUNICIPAL REQUIREMENTS. 3. PVC SEWER PIPE AND FITTINGS: ASTM D 3034, SDR 35, WITH BELL-AND-SPIGOT ENDS WITH RUBBER GASKETED JOINTS IN ACCORDANCE WITH CHAPTER 8.10.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. JOINTS SHALL CONFORM TO ASTM D-3212. 4. REINFORCED CONCRETE PIPE: ASTM C76 WITH BELL AND SPIGOT ENDS AND GASKETED JOINTS WITH ASTM C443 RUBBER GASKETS IN ACCORDANCE WITH CHAPTER 8.6.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. 5. HDPE PIPE: ADS N12 PIPE AS APPROVED ON THE DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICES PLUMBING PRODUCT REGISTER. 6. CATCH BASINS: STANDARD PRECAST CONCRETE CATCH BASINS CONFORMING TO CHAPTER 3.6.0 OF THE STANDARD SPECIFICATIONS AND IN GENERAL CONFORMANCE WITH FILE NO. 26 OF THE STANDARD SPECIFICATIONS. DEPTH AND DIAMETER AS INDICATED ON PLANS. CATCH BASIN SIZES TO BE VERIFIED BY CONTRACTOR AND SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING STRUCTURES. 7. FRAMES AND GRATES: AS INDICATED ON PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING SPECIFIED FRAME/GRATE IS COMPATIBLE WITH STRUCTURE; IF NOT, NOTIFY ENGINEER. 8. MANHOLES: STANDARD PRECAST REINFORCED CONCRETE MANHOLES CONFORMING TO ASTM C478, SECTION 8.39.0 OF THE STANDARD SPECIFICATIONS AND CONFORMING TO FILE NOS. 12, 13 AND 15 OF THE STANDARD SPECIFICATIONS. DIAMETER AND DEPTH AS INDICATED ON PLANS. MANHOLE SIZES TO BE VERIFIED BY CONTRACTOR AND SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING STRUCTURES. 9. MANHOLES AND CATCH BASINS DEEPER THAN FOUR FEET SHALL BE PROVIDED WITH MANHOLE STEPS CONFORMING TO SECTION 8.40.0 OF THE STANDARD SPECIFICATIONS. 10. SEWERS SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 3.2.0 OF THE STANDARD SPECIFICATIONS. INSTALL PROPER SIZE INCREASERS, REDUCERS AND COUPLINGS WHERE DIFFERENT SIZES OR MATERIALS OF PIPES AND FITTINGS ARE CONNECTED. INSTALL TRACER PIPE OVER NON-METALLIC PIPING IN ACCORDANCE WITH SPS SECTION 382.30(11)(H) AND 382.36(7)(D). 11. PROVIDE AND INSTALL CLEANOUTS IN ACCORDANCE WITH SPS CHAPTER 382.35. INSTALL CLEANOUTS AND RISER EXTENSIONS FORM SEWER PIPES TO PROPOSED GRADE. INSTALL PIPING SO CLEANOUTS OPEN IN DIRECTION OF FLOW IN SEWER PIPE. USE LIGHT DUTY, TOP LOADING CLASSIFICATION CLEANOUTS IN EARTH OR UNPAVED FOOT TRAFFIC AREAS; USE MEDIUM DUTY, TOP-LOADING CLASSIFICATION CLEANOUTS IN PAVED FOOT TRAFFIC AREAS; USE HEAVY DUTY, TOP-LOADING CLASSIFICATION CLEANOUTS IN VEHICULAR TRAFFIC AREAS. SET CLEANOUT FRAMES AND COVERS IN PAVEMENT AREAS FLUSH WITH PAVEMENT SURFACE. 12. CLASS B COMPACTED TRENCH SECTION (FILE NO. NO. 4 OF STANDARD SPECIFICATIONS) SHALL BE UTILIZED. BEDDING AND COVER MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 8.43.0 OF THE STANDARD SPECIFICATIONS. 13. TRENCH BACKFILL MATERIAL SHALL BE GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF THE STANDARD SPECIFICATIONS BENEATH AND WITHIN FIVE FEET OF PAVEMENT AREAS; COMPACTED SPOIL BACKFILL IN ACCORDANCE WITH SECTION 8.43.5 OF THE STANDARD SPECIFICATIONS MAY BE USED BENEATH LANDSCAPE AREAS. 14. MANHOLE INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 3.5.0 OF THE STANDARD SPECIFICATIONS. SET MANHOLE RIMS TO ELEVATIONS INDICATED ON PLANS. 15. CATCH BASIN INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 3.6 OF THE STANDARD SPECIFICATIONS. CATCH BASIN EXCAVATION AND PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 3.5.4(A) AND (B) OF THE STANDARD SPECIFICATIONS. FRAMES AND GRATES SHALL BE SET TO THE ELEVATIONS SHOWN ON THE PLANS. 16. AFTER INSTALLATION OF SEWER PIPE CLEAN ALL DEBRIS FROM SEWER AND INSPECT INTERIOR OF PIPING TO DETERMINE WHETHER LINE DISPLACEMENT OR OTHER DAMAGE HAS OCCURRED. CONDUCT DEFLECTION TESTING OF INSTALLED PIPE IN ACCORDANCE WITH SECTION 3.2.6(I)4 OF THE STANDARD SPECIFICATIONS; REPLACE ANY PIPE SECTION NOT PASSING THE DEFLECTION TESTING USING NEW PIPE MATERIALS. SITE WATER SERVICE: 1. COMPLY WITH STANDARDS OF STATE PLUMBING CODE (SPS CH. 382, 384), LOCAL WATER UTILITY REQUIREMENTS AND STANDARDS OF AUTHORITIES HAVING JURISDICTION FOR FIRE-SUPPRESSION AND WATER SERVICE PIPING INCLUDING MATERIALS, FITTINGS, APPURTENANCES, INSTALLATION, TESTING, SERVICE TAPS, ETC. IN CASE OF CONFLICT BETWEEN THESE SPECIFICATIONS AND STATE PLUMBING CODE OR LOCAL JURISDICTIONAL AUTHORITY, STATE PLUMBING CODE AND LOCAL JURISDICTIONAL AUTHORITY REQUIREMENTS GOVERN. 2. DO NOT INTERRUPT SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED BY OWNERS OF SUCH FACILITIES AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY WATER-DISTRIBUTION SERVICE. 3. WATER SERVICE PIPING MAY BE EITHER DUCTILE IRON WATER PIPE OR PVC WATER PIPE AS ALLOWED BY THE LOCAL WATER UTILITY. 4. DUCTILE IRON WATER PIPE CONFORMING TO THE REQUIREMENTS OF THE AMERICAN NATIONAL STANDARD FOR DUCTILE IRON PIPE, CENTRIFUGALLY CAST, AWWA C151/A21.51 - LATEST REVISION AND REQUIREMENTS OF CHAPTER 8.18.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. a. CLASS 52 b. CEMENT MORTAR LINING AND INTERNAL AND EXTERNAL BITUMINOUS COATS IN ACCORDANCE WITH SECTION 51.8 OF AWWA C151. c. PUSH-ON GASKET PIPE d. PLAIN RUBBER GASKETS e. BONDING STRAPS TO PROVIDE ELECTRICAL CONDUCTIVITY WITHOUT FIELD TESTING 5. JOINTS FOR DUCTILE IRON PIPE: JOINTS SHALL BE RUBBER GASKET JOINTS; CONFORM TO THE REQUIREMENTS OF AMERICAN NATIONAL STANDARD FOR RUBBER GASKET JOINTS FOR DUCTILE IRON PRESSURE PIPE AND FITTINGS (ANSI/AWWA C111/A21.11, LATEST EDITION) 6. FITTINGS FOR DUCTILE IRON PIPE: CONFORM TO THE REQUIREMENTS OF AMERICAN NATIONAL STANDARD FOR DUCTILE IRON AND GRAY IRON FITTINGS, 3” THROUGH 48” FOR WATER ANSI/AWWA C110/A21.10, LATEST EDITION); CLASS 250 MECHANICAL JOINT PIPE FITTINGS; CEMENT LINED; ALL BELLS; ENTIRE FITTING TARRED; CONDUCTIVE MECHANICAL JOINT (NO LEAD) RUBBER GASKETS, FLANGES, AND BOLTS. 7. PVC AWWA PIPE: AWWA C900, CLASS 235 WITH BELL END WITH GASKET AND WITH SPIGOT END AND MEETING REQUIREMENTS OF CHAPTER 8.20.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. FITTINGS SHALL BE IN ACCORDANCE WITH CHAPTER 8.22.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. MECHANICAL -JOINT, DUCTILE IRON FITTINGS: AWWA C153, DUCTILE-IRON COMPACT PATTERN. GLANDS, GASKETS AND BOLTS: AWWA C111, DUCTILE IRON GLANDS, RUBBER GASKETS AND STEEL BOLTS. 8. GATE VALVES: CONFORM TO AWWA C-500 AND STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN SUITABLE FOR DIRECT BURY. 9. VALVE BOXES: CAST IRON CONFORMING TO ASTM DESIGNATION A-48, CLASS 20 AND STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 10. FIRE HYDRANTS: TO MEET LOCAL STANDARDS. 11. WATER MAIN CONNECTION: TAP WATER MAIN WITH SIZE AND LOCATION INDICATED ON PLAN IN ACCORDANCE WITH LOCAL WATER UTILITY REQUIREMENTS. COORDINATE CONNECTION WITH LOCAL WATER UTILITY. ALL JOINTS HALL BE RESTRAINED FROM CONNECTION OF WATER MAIN TO BUILDING WALL. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS. INSTALL MEGA-LUG OR APPROVED EQUAL TIGHT TO WALL FOR RESTRAINT FOR ALL BUILDING WALL PENETRATIONS AS APPROVED BY LOCAL PLUMBING INSPECTOR AND WATER UTILITY. INSTALL THRUST BLOCKING AND MEGA-LUG AT BEND BELOW FLOOR FOR ALL FLOOR PENETRATIONS 12. GENERAL WATER PIPE INSTALLATION: IN ACCORDANCE WITH CHAPTER 4.3.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 13. INSTALL DUCTILE-IRON, WATER-SERVICE PIPING ACCORDING TO AWWA C600 AND CHAPTER 4.4.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 14. ALL DUCTILE IRON PIPE SHALL BE ENCASED IN POLYETHYLENE PER AWWA C105, LATEST EDITION AND IN ACCORDANCE WITH CHAPTER 4.4.4 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. ALL JOINTS AND FITTINGS SHALL HAVE POLYETHYLENE ENCASEMENT INSTALLED PER MANUFACTURER'S REQUIREMENTS AND PROCEDURES. 15. INSTALL PVC AWWA PIPE ACCORDING TO ASTM F645 AND AWWA M23 AND CHAPTER 4.6.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 16. INSTALL JOINT RESTRAINT AND CONCRETE THRUST BLOCKS AT ALL OFFSET FITTINGS (TEES, BENDS, DEAD ENDS, VALVES, REDUCERS) USING MEGA-LUG OR APPROVED EQUAL. CONCRETE THRUST BLOCKS SHALL BE INSTALLED PER FILE NO'S:44,45,46 FROM THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. SEE DETAIL FOR MINIMUM LENGTH OF RESTRAINED JOINT REQUIRED. SUBMIT JOINT RESTRAINT DETAILS FOR ALL JOINT TYPES INCLUDING PUSH-ON AND MECHANICAL CONNECTIONS.INSTALL WATER SERVICE PIPING SUCH THAT THERE IS A MINIMUM OF 6' OF COVER OVER THE TOP OF THE WATER SERVICE PIPING. SITE WATER SERVICE CONT.: 17. BEDDING AND COVER FOR WATER SERVICE PIPING SHALL BE IN ACCORDANCE WITH SECTION 4.3.3 AND FILE NO. 36 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION. TRENCH BACKFILL SHALL BE GRANULAR B BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, LATEST EDITION ON-SITE. 18. INSTALL TRACER WIRE FOR NON-METALLIC WATER SERVICES IN ACCORDANCE WITH SPS SECTION 382.40(8)(K). TRACER WIRE INSULATION COLOR SHALL BE BLUE FOR POTABLE WATER SERVICE PIPING. 19. DUCTILE-IRON PIPING, RUBBER GASKETED JOINTS IN ACCORDANCE WITH SECTION 4.4.2 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 20. PVC PIPING GASKETED JOINTS: USING JOINING MATERIALS ACCORDING TO AWWA C900. CONSTRUCT JOINTS WITH ELASTOMERIC SEALS AND LUBRICANTS ACCORDING TO ASTM D2774 OR ASTM D3139 AND PIPE MANUFACTURER'S WRITTEN INSTRUCTIONS. 21. CONDUCT HYDROSTATIC TESTS IN ACCORDANCE WITH CHAPTER 4.15.0 OF THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN. 22. CLEAN AND DISINFECT WATER SERVICE PIPING IN ACCORDANCE WITH SPS CHAPTER 82.40(8)(I) AND AWWA C651. www.thesigmagroup.com 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 Fax: 414-643-4210 THE GROUP Single Source. Sound Solutions. ..\..\..\..\070 received documents\2026-02-04 - semi-robot title block - consortium\Consortium logo.jpg Project: Date: Project No.: Sheet No.: Sheet: Location: the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No:Date:Description: YAI FRANKLIN ROBOT - SEMI FACILITY FRANKLIN, WI 53132 FRANKLIN BUSINESS PARK 7800 W. ASHLAND WAY ..\..\..\..\070 Received Documents\2026-02-04 - Semi-Robot Title Block - Consortium\YASKAWA LOGO.jpg C501 22394 ---- SPECIFICATIONS - - - - - - - ----- ---- ---- ---- ---- ---- ---- 2025-04-08 CITY SUBMITTAL 2026.04.14JRICCHIOC50122394 i:\consortium ae\22394 - global manufacturing franklin\061 cad - franklin robot-semi facility\030_Production Sheets\100_Civil\C501 SPECIFICATIONS.dwg ASPHALTIC PAVING: 1. THE COMPOSITION, PLACING AND CONSTRUCTION OF ASPHALTIC PAVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 450, 455, 460, 465, AND 475 OF THE STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, LATEST EDITION (WISDOT STANDARD SPECIFICATIONS). 2. CONTRACTOR SHALL PROVIDE PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED - INCLUDE TECHNICAL DATA AND TESTED PHYSICAL AND PERFORMANCE PROPERTIES; JOB-MIX DESIGNS: CERTIFICATION THAT MIX MEETS OR EXCEEDS WISDOT STANDARD SPECIFICATIONS; AND MATERIAL CERTIFICATES CERTIFYING COMPLIANCE WITH WISDOT STANDARD SPECIFICATIONS. 3. MANUFACTURER QUALIFICATIONS: MANUFACTURER SHALL BE REGISTERED WITH AND APPROVED BY THE DOT OF THE STATE IN WHICH PROJECT IS LOCATED. 4. ENVIRONMENTAL LIMITATIONS: DO NOT APPLY ASPHALT MATERIALS IF BASE COURSE IS WET OR EXCESSIVELY DAMP OR IF THE FOLLOWING CONDITIONS ARE NOT MET: APPLY TACK COAT WHEN AMBIENT TEMPERATURE IS ABOVE 50 DEGREES FAHRENHEIT AND WHEN TEMPERATURE HAS NOT BEEN BELOW 35 DEGREES FAHRENHEIT FOR 12 HOURS IMMEDIATELY PRIOR TO APPLICATION; PLACE ASPHALTIC CONCRETE SURFACE COURSE WHEN TEMPERATURE IS ABOVE 40 DEGREES FAHRENHEIT; BASE COURSE MAY BE PLACED WHEN AIR TEMPERATURE IS ABOVE 30 DEGREES FAHRENHEIT AND RISING. PROCEED WITH PAVEMENT MARKING ONLY ON CLEAN, DRY SURFACES. DO NOT APPLY BELOW THE MINIMUM PAVEMENT TEMPERATURE AS RECOMMENDED BY THE MANUFACTURER. 5. AGGREGATES SHALL BE IN ACCORDANCE WITH SECTION 460.2.2 OF THE WISDOT STANDARD SPECIFICATIONS. 6. ASPHALT MATERIALS SHALL BE IN ACCORDANCE WITH CHAPTER 455 OF THE WISDOT STANDARD SPECIFICATIONS. 7. PAVEMENT MARKING PAINT: PROVIDE PAINT FROM THE WISCONSIN DEPARTMENT OF TRANSPORTATION'S APPROVED PRODUCTS LIST. COLOR SHALL BE WHITE UNLESS INDICATED OTHERWISE ON PLANS. 8. HOT-MIX ASPHALT: ASPHALTIC BINDER COURSE AND SURFACE COURSE SHALL BE MIXTURE LT FOR REGULAR DUTY PAVEMENT AND LT FOR HEAVY DUTY PAVEMENT COMPLYING WITH THE WISDOT STANDARD SPECIFICATIONS. ASPHALTIC BINDER SHALL BE 58-28 S UNLESS NOTED. 9. AGGREGATE BASE COURSE BENEATH PAVEMENTS: SHALL BE 1-1/4” DENSE GRADED BASE COURSE CONFORMING TO SECTION 305 OF THE WISDOT STANDARD SPECIFICATIONS. 10. PAVEMENT PLACEMENT GENERAL: ASPHALT CONCRETE PAVING EQUIPMENT, WEATHER LIMITATIONS, JOB-MIX FORMULA, MIXING, CONSTRUCTION METHODS, COMPACTION, FINISHING, TOLERANCE AND PROTECTION SHALL CONFORM TO THE REQUIREMENTS OF THE APPROPRIATE SECTIONS OF THE WISDOT STANDARD SPECIFICATIONS. 11. PREPARE AND PROOFROLL SUBGRADES AND AGGREGATE BASE COURSE AS OUTLINED IN EARTH MOVING SPECIFICATIONS PRIOR TO PLACEMENT OF ASPHALT PAVEMENTS. 12. SWEEP LOOSE GRANULAR PARTICLES FROM SURFACE OF AGGREGATE BASE COURSE PRIOR TO PAVEMENT PLACEMENT. DO NOT DISLODGE OR DISTURB AGGREGATE EMBEDDED IN COMPACTED SURFACE OF BASE COURSE. 13. SPREAD AND FINISH ASPHALTIC MIXTURE IN ACCORDANCE WITH SECTION 450.3.2.5 OF THE WISDOT STANDARD SPECIFICATIONS. PAVEMENT THICKNESSES SHALL BE AS INDICATED ON THE PLANS. 14. PROMPTLY CORRECT SURFACE IRREGULARITIES IN PAVING COURSE BEHIND PAVER. USE SUITABLE HAND TOOLS TO REMOVE EXCESS MATERIAL FORMING HIGH SPOTS. FILL DEPRESSIONS WITH HOT-MIX ASPHALT TO PREVENT SEGREGATION OF MIX; USE SUITABLE HAND TOOLS TO SMOOTH SURFACE. 15. COMPACT ASPHALTIC PAVEMENT IN ACCORDANCE WITH SECTION 450.3.2.6 OF THE WISDOT STANDARD SPECIFICATIONS. 16. PROTECTION: AFTER FINAL ROLLING, DO NOT PERMIT VEHICULAR TRAFFIC ON PAVEMENT UNTIL IT HAS COOLED AND HARDENED. ERECT BARRICADES TO PROTECT PAVING FROM TRAFFIC UNTIL MIXTURE HAS COOLED ENOUGH NOT TO BECOME MARKED. 17. THICKNESS TOLERANCE: COMPACT EACH COURSE TO PRODUCE THE THICKNESS INDICATED WITHIN PLUS/MINUS ¼ INCH FOR BINDER COURSE AND PLUS ¼ INCH FOR SURFACE COURSE, NO MINUS. 18. SURFACE SMOOTHNESS TOLERANCE: COMPACT EACH COURSE TO PRODUCE A SURFACE SMOOTHNESS WITHIN THE FOLLOWING TOLERANCES AS DETERMINED BY USING A 10-FOOT STRAIGHTEDGE APPLIED TRANSVERSELY OR LONGITUDINALLY TO PAVED AREAS: BINDER COURSE: ¼ INCH; SURFACE COURSE: 1/8 INCH. REMOVE AND REPLACE ALL HUMPS OR DEPRESSIONS EXCEEDING THE SPECIFIED TOLERANCES. 19. DO NOT APPLY PAVEMENT-MARKING PAINT UNTIL LAYOUT, COLORS, AND PLACEMENT HAVE BEEN VERIFIED WITH ENGINEER. 20. APPLY MARKINGS TO A DRY SURFACE FREE FROM FROST. REMOVE DUST, DIRT, OIL, GREASE, GRAVEL, DEBRIS OR OTHER MATERIAL THAT MAY PREVENT BONDING TO THE PAVEMENT. 21. APPLY PAINT AS THE MANUFACTURER SPECIFIES WITH MECHANICAL EQUIPMENT TO PRODUCE PAVEMENT MARKINGS, OF DIMENSIONS INDICATED, WITH UNIFORM, STRAIGHT EDGES. APPLY AT MANUFACTURER'S RECOMMENDED RATES AT A MINIMUM RATE OF 17.6 GALLONS/MILE FOR A CONTINUOUS 4” LINE. 22. TESTING AGENCY: CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS AND TO PREPARE TEST REPORTS. CONCRETE PAVING: 1. THE COMPOSITION, PLACING AND CONSTRUCTION OF CONCRETE PAVEMENTS SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF SECTIONS 415, 416, 501, 601, AND 602 OF THE STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, LATEST EDITION (WISDOT STANDARD SPECIFICATIONS) AND LOCAL MUNICIPAL REQUIREMENTS AND SPECIFICATIONS. 2. CONTRACTOR SHALL PROVIDE PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED - INCLUDE TECHNICAL DATA AND TESTED PHYSICAL AND PERFORMANCE PROPERTIES; JOB-MIX DESIGNS: CERTIFICATION THAT MIX MEETS OR EXCEEDS WISDOT STANDARD SPECIFICATIONS; AND MATERIAL CERTIFICATES CERTIFYING COMPLIANCE WITH WISDOT STANDARD SPECIFICATIONS. 3. MANUFACTURER QUALIFICATIONS: MANUFACTURER OF READY-MIXED CONCRETE PRODUCTS WHO COMPLIES WITH ASTM C 94/C 94M REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT AND APPROVED BY THE WISCONSIN DEPARTMENT OF TRANSPORTATION. 4. CONCRETE GRADE: GRADE A, CONFORMING TO SECTION 501.3.2.2.1 OF THE WISDOT STANDARD SPECIFICATIONS 5. AGGREGATES: CONFORM TO SECTION 501 OF THE WISDOT STANDARD SPECIFICATIONS. PROVIDE AGGREGATES FROM A SINGLE SOURCE. 6. WATER: ASTM C 94/C 94M AND SECTION 501 OF THE WISDOT STANDARD SPECIFICATIONS. 7. AIR-ENTRAINING ADMIXTURE: ASTM C 260 AND SECTION 501 OF THE WISDOT STANDARD SPECIFICATIONS. 8. CHEMICAL ADMIXTURES: PER SECTION 501 OF THE WISDOT STANDARD SPECIFICATIONS. 9. CURING MATERIALS IN ACCORDANCE WITH SECTION 415.3.12 OF THE WISDOT STANDARD SPECIFICATIONS. 10. EXPANSION JOINT MATERIAL: CONFORM TO SECTION 415.2.3 OF THE WISDOT STANDARD SPECIFICATIONS. 11. MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE IN ACCORDANCE WITH SECTION 501 OF THE WISDOT STANDARD SPECIFICATIONS. 12. GENERAL EXECUTION: CONFORM TO SECTION 415 OF THE WISDOT STANDARD SPECIFICATIONS. 13. PROOFROLL SUBGRADE AND AGGREGATE BASE AS OUTLINED IN EARTH MOVING SPECIFICATION PRIOR TO PLACEMENT OF PAVEMENTS. 14. SET, BRACE, AND SECURE EDGE FORMS, BULKHEADS, AND INTERMEDIATE SCREED GUIDES FOR PAVEMENT TO REQUIRED LINES, GRADES, AND ELEVATIONS. INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND SO FORMS CAN REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. 15. CLEAN FORMS AFTER EACH USE AND COAT WITH FORM-RELEASE AGENT TO ENSURE SEPARATION FROM CONCRETE WITHOUT DAMAGE. 16. JOINTS GENERAL: FORM CONSTRUCTION, ISOLATION, AND CONTRACTION JOINTS AND TOOL EDGINGS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. CONSTRUCT TRANSVERSE JOINTS AT RIGHT ANGLES TO CENTERLINE, UNLESS OTHERWISE INDICATED. CONFORM TO SECTION 415 OF THE WISDOT STANDARD SPECIFICATIONS 17. CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAVEMENT AND AT LOCATIONS WHERE PAVEMENT OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVEMENT TERMINATES AT ISOLATION JOINTS. 18. ISOLATION JOINTS: FORM ISOLATION JOINTS OF PREFORMED JOINT-FILLER STRIPS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, WALKS, OTHER FIXED OBJECTS, AND WHERE INDICATED. 19. CONTRACTION JOINTS: FORM WEAKENED-PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF THE CONCRETE THICKNESS TO MATCH JOINTING OF EXISTING ADJACENT CONCRETE PAVEMENT. 20. EDGING: TOOL EDGES OF PAVEMENT, GUTTERS, CURBS, AND JOINTS IN CONCRETE AFTER INITIAL FLOATING WITH AN EDGING TOOL TO A 1/4-INCH RADIUS. REPEAT TOOLING OF EDGES AFTER APPLYING SURFACE FINISHES. ELIMINATE TOOL MARKS ON CONCRETE SURFACES. 21. CURBING: COMPLY WITH SECTION 601 OF THE WISDOT STANDARD SPECIFICATIONS. 22. SIDEWALKS: COMPLY WITH SECTION 602 OF THE WISDOT STANDARD SPECIFICATIONS. 23. MOISTEN AGGREGATE TO PROVIDE A UNIFORM DAMPENED CONDITION AT TIME CONCRETE IS PLACED. 24. FINISH CURBING IN ACCORDANCE WITH SECTION 601.3.5 OF THE WISDOT STANDARD SPECIFICATIONS. 25. FINISH SIDEWALK AND PATIO IN ACCORDANCE WITH SECTION 602.3.2.3 OF THE WISDOT STANDARD SPECIFICATIONS (LIGHT BROOM FINISH). 26. FINISH CONCRETE VEHICULAR PAVEMENTS AND PADS IN ACCORDANCE WITH SECTION 415.3.8 OF THE WISDOT STANDARD SPECIFICATIONS (ARTIFICIAL TURF DRAG FINISH). 27. PROTECT AND CURE SIDEWALK IN ACCORDANCE WITH SECTION 602.3.2.6 OF THE WISDOT STANDARD SPECIFICATIONS. 28. PROTECT AND CURE CURBING IN ACCORDANCE WITH SECTION 601.3.7 OF THE WISDOT STANDARD SPECIFICATIONS. 29. PROTECT AND CURE VEHICULAR CONCRETE PAVING IN ACCORDANCE WITH SECTION 415.3.12 OF THE WISDOT STANDARD SPECIFICATIONS. 30. REMOVE AND REPLACE CONCRETE PAVEMENT THAT IS BROKEN, DAMAGED, OR DEFECTIVE OR THAT DOES NOT COMPLY WITH REQUIREMENTS IN THIS SECTION. 31. PROTECT CONCRETE FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVEMENT FOR AT LEAST 7 DAYS AFTER PLACEMENT. 32. MAINTAIN CONCRETE PAVEMENT FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIAL. SWEEP CONCRETE PAVEMENT NOT MORE THAN TWO DAYS BEFORE DATE SCHEDULED FOR SUBSTANTIAL COMPLETION INSPECTIONS. SEGMENTAL RETAINING WALL: 1. WORK SHALL CONSIST OF FURNISHING DETAILED DESIGN, MATERIALS, LABOR, EQUIPMENT AND SUPERVISION TO INSTALL A SEGMENTAL RETAINING WALL SYSTEM IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES, DESIGN AND DIMENSIONS SHOWN ON PLANS. 2. MATERIALS SUBMITTALS: THE CONTRACTOR SHALL SUBMIT MANUFACTURERS' CERTIFICATIONS TWO WEEKS PRIOR TO START OF WORK STATING THAT THE SRW UNITS AND GEOSYNTHETIC REINFORCEMENT MEET THE REQUIREMENTS OF THE DESIGN. 3. DESIGN SUBMITTAL: THE CONTRACTOR SHALL SUBMIT TWO SETS OF DETAILED DESIGN CALCULATIONS AND FINAL RETAINING WALL PLANS FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO THE BEGINNING OF WALL CONSTRUCTION. ALL CALCULATIONS AND DRAWINGS SHALL BE PREPARED AND SEALED BY A PROFESSIONAL CIVIL ENGINEER (P.E.) - (WALL DESIGN ENGINEER) EXPERIENCED IN SRW DESIGN AND LICENSED IN THE STATE WHERE THE WALL IS TO BE BUILT. 4. SEGMENTAL RETAINING WALL (SRW) UNITS SHALL BE MACHINE FORMED, PORTLAND CEMENT CONCRETE BLOCKS SPECIFICALLY DESIGNED FOR RETAINING WALL APPLICATIONS. SRW UNITS SHALL BE VERSA-LOK STANDARD RETAINING WALL UNITS, KEYSTONE RETAINING WALL UNITS, ROCKWOOD RETAINING WALL UNITS OR APPROVED EQUAL. 5. COLOR AND STYLE OF SRW UNITS SHALL BE AS SELECTED BY ARCHITECT AND OWNER FROM MANUFACTURER'S FULL RANGE. 6. SRW UNITS SHALL BE CAPABLE OF BEING ERECTED WITH THE HORIZONTAL GAP BETWEEN ADJACENT UNITS NOT EXCEEDING 1/8 INCH. 7. SRW UNITS SHALL BE SOUND AND FREE OF CRACKS OR OTHER DEFECTS THAT WOULD INTERFERE WITH THE PROPER PLACING OF THE UNIT OR SIGNIFICANTLY IMPAIR THE STRENGTH OR PERMANENCE OF THE STRUCTURE. ANY CRACKS OR CHIPS OBSERVED DURING CONSTRUCTION SHALL FALL WITHIN THE GUIDELINES OUTLINED IN ASTM C 1372. 8. CONCRETE SRW UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 1372 AND HAVE A MINIMUM NET AVERAGE 28 DAYS COMPRESSIVE STRENGTH OF 3000 PSI. COMPRESSIVE STRENGTH TEST SPECIMENS SHALL CONFORM TO THE SAW-CUT COUPON PROVISIONS OF ASTM C140. 9. SRW UNITS' MOLDED DIMENSIONS SHALL NOT DIFFER MORE THAN + 1/8 INCH FROM THAT SPECIFIED, AS MEASURED IN ACCORDANCE WITH ASTM C 140. THIS TOLERANCE DOES NOT APPLY TO ARCHITECTURAL SURFACES, SUCH AS SPLIT FACES. 10. SRW UNITS SHALL BE INTERLOCKED WITH CONNECTION PINS. THE PINS SHALL CONSIST OF GLASS-REINFORCED NYLON MADE FOR THE EXPRESSED USE WITH THE SRW UNITS SUPPLIED. 11. GEOSYNTHETIC REINFORCEMENT SHALL CONSIST OF HIGH-TENACITY PET GEOGRIDS, HDPE GEOGRIDS, OR GEOTEXTILES MANUFACTURED FOR SOIL REINFORCEMENT APPLICATIONS. THE TYPE, STRENGTH AND PLACEMENT OF THE GEOSYNTHETIC REINFORCEMENT SHALL BE DETERMINED BY PROCEDURES OUTLINED IN THIS SPECIFICATION AND THE NCMA DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS (3RD EDITION 2009) AND MATERIALS SHALL BE SPECIFIED BY WALL DESIGN ENGINEER IN THEIR FINAL WALL PLANS AND SPECIFICATIONS. THE MANUFACTURERS/SUPPLIERS OF THE GEOSYNTHETIC REINFORCEMENT SHALL HAVE DEMONSTRATED CONSTRUCTION OF SIMILAR SIZE AND TYPES OF SEGMENTAL RETAINING WALLS ON PREVIOUS PROJECTS. 12. THE TYPE, STRENGTH AND PLACEMENT OF THE REINFORCING GEOSYNTHETIC SHALL BE AS DETERMINED BY THE WALL DESIGN ENGINEER, AS SHOWN ON THE FINAL, P.E.-STAMPED RETAINING WALL PLANS. 13. MATERIAL FOR LEVELING PAD SHALL CONSIST OF COMPACTED SAND, GRAVEL, OR COMBINATION THEREOF (USCS SOIL TYPES GP,GW, SP, & SW) AND SHALL BE A MINIMUM OF 6 INCHES IN DEPTH. LEAN CONCRETE WITH A STRENGTH OF 200-300 PSI AND 3 INCHES THICK MAXIMUM MAY ALSO BE USED AS A LEVELING PAD MATERIAL. THE LEVELING PAD SHOULD EXTEND LATERALLY AT LEAST A DISTANCE OF 6 INCHES FROM THE TOE AND HEEL OF THE LOWERMOST SRW UNIT. 14. DRAINAGE AGGREGATE SHALL BE ANGULAR, CLEAN STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D422: SIEVE SIZEPERCENT PASSING 1 INCH100 3/4 INCH75-100 NO. 40-60 NO. 400-50 NO. 2000-5 15. THE DRAINAGE COLLECTION PIPE SHALL BE A PERFORATED OR SLOTTED PVC, OR CORRUGATED HDPE PIPE. THE DRAINAGE PIPE MAY BE WRAPPED WITH A GEOTEXTILE TO FUNCTION AS A FILTER. DRAINAGE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM F 405 OR ASTM F 758. 16. THE REINFORCED SOIL MATERIAL SHALL BE FREE OF DEBRIS. UNLESS OTHERWISE NOTED ON THE FINAL, P.E.-SEALED, RETAINING WALL PLANS PREPARED BY THE WALL DESIGN ENGINEER, THE REINFORCED MATERIAL SHALL CONSIST OF THE INORGANIC USCS SOIL TYPES GP, GW, SW, SP, SM, MEETING THE FOLLOWING GRADATION, AS DETERMINED IN ACCORDANCE WITH ASTM D422: SIEVE SIZEPERCENT PASSING 1 INCH100 NO. 420-100 NO. 400-60 NO. 2000-35 17. THE MAXIMUM PARTICLE SIZE OF POORLY-GRADED GRAVELS (GP) (NO FINES) SHOULD NOT EXCEED 3/4 INCH UNLESS EXPRESSLY APPROVED BY THE WALL DESIGN ENGINEER AND THE LONG-TERM DESIGN STRENGTH (LTDS) OF THE GEOSYNTHETIC IS REDUCED TO ACCOUNT FOR ADDITIONAL INSTALLATION DAMAGE FROM PARTICLES LARGER THAN THIS MAXIMUM. 18. THE PLASTICITY OF THE FINE FRACTION SHALL BE LESS THAN 20. 19. THE PH OF THE BACKFILL MATERIAL SHALL BE BETWEEN 3 AND 9 WHEN TESTED IN ACCORDANCE WITH ASTM G 51. 20. DRAINAGE GEOTEXTILE SHALL CONSIST OF GEOSYNTHETIC SPECIFICALLY MANUFACTURED FOR USE AS A PERMEABLE SOIL FILTER THAT RETAINS SOIL WHILE STILL ALLOWING WATER TO PASS THROUGHOUT THE LIFE OF THE STRUCTURE. THE TYPE AND PLACEMENT OF THE GEOTEXTILE FILTER MATERIAL SHALL BE AS REQUIRED BY THE WALL DESIGN ENGINEER IN THEIR FINAL WALL PLANS AND SPECIFICATIONS. 21. THE DESIGN ANALYSIS FOR THE FINAL, P.E.-STAMPED RETAINING WALL PLANS PREPARED BY THE WALL DESIGN ENGINEER SHALL CONSIDER THE EXTERNAL STABILITY AGAINST SLIDING AND OVERTURNING, INTERNAL STABILITY AND FACIAL STABILITY OF THE REINFORCED SOIL MASS, AND SHALL BE IN ACCORDANCE WITH ACCEPTABLE ENGINEERING PRACTICE AND THESE SPECIFICATIONS. THE INTERNAL AND EXTERNAL STABILITY ANALYSIS SHALL BE PERFORMED IN ACCORDANCE WITH THE “NCMA DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, 3RD EDITION” USING THE RECOMMENDED MINIMUM FACTORS OF SAFETY IN THIS MANUAL. 22. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT SHALL BE THE RESPONSIBILITY OF THE OWNER AND THE OWNER'S GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL PERFORM BEARING CAPACITY, SETTLEMENT ESTIMATES, AND GLOBAL STABILITY ANALYSIS BASED ON THE FINAL WALL DESIGN PROVIDED BY THE WALL DESIGN ENGINEER AND COORDINATE ANY REQUIRED CHANGES WITH THE WALL DESIGN ENGINEER. 23. THE GEOSYNTHETIC PLACEMENT IN THE WALL DESIGN SHALL HAVE 100% CONTINUOUS COVERAGE PARALLEL TO THE WALL FACE. GAPPING BETWEEN HORIZONTALLY ADJACENT LAYERS OF GEOSYNTHETIC (PARTIAL COVERAGE) WILL NOT BE ALLOWED. 24. CONTRACTOR'S FIELD CONSTRUCTION SUPERVISOR SHALL HAVE DEMONSTRATED EXPERIENCE AND BE QUALIFIED TO DIRECT ALL WORK AT THE SITE. 25. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE PROJECT GRADING PLANS. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE OVER-EXCAVATION. OVER-EXCAVATION SHALL BE FILLED WITH COMPACTED INFILL MATERIAL, OR AS DIRECTED BY THE WALL DESIGN ENGINEER, AT THE CONTRACTOR'S EXPENSE. 26. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING STRUCTURES AND UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL ENSURE ALL SURROUNDING STRUCTURES ARE PROTECTED FROM THE EFFECTS OF WALL EXCAVATION. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR. 27. FOLLOWING THE EXCAVATION, THE FOUNDATION SOIL SHALL BE EXAMINED BY THE OWNER'S ENGINEER TO ASSURE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THE ASSUMED DESIGN BEARING STRENGTH. SOILS NOT MEETING THE REQUIRED STRENGTH SHALL BE REMOVED AND REPLACED WITH INFILL SOILS, AS DIRECTED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER. 28. FOUNDATION SOIL SHALL BE PROOF-ROLLED AND COMPACTED TO 95% STANDARD PROCTOR DENSITY AND INSPECTED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF LEVELING PAD MATERIALS. 29. LEVELING PAD SHALL BE PLACED AS SHOWN ON THE FINAL, P.E.-SEALED RETAINING WALL PLANS WITH A MINIMUM THICKNESS OF 6 INCHES. THE LEVELING PAD SHOULD EXTEND LATERALLY AT LEAST A DISTANCE OF 6 INCHES FROM THE TOE AND HEEL OF THE LOWERMOST SRW UNIT. 30. GRANULAR LEVELING PAD MATERIAL SHALL BE COMPACTED TO PROVIDE A FIRM, LEVEL BEARING SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. WELL-GRADED SAND CAN BE USED TO SMOOTH THE TOP 1/4 INCH TO 1/2 INCH OF THE LEVELING PAD. COMPACTION WILL BE WITH MECHANICAL PLATE COMPACTORS TO ACHIEVE 95% OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D 698). 31. ALL SRW UNITS SHALL BE INSTALLED AT THE PROPER ELEVATION AND ORIENTATION AS SHOWN ON THE FINAL, P.E.-SEALED WALL PLANS AND DETAILS OR AS DIRECTED BY THE WALL DESIGN ENGINEER. THE SRW UNITS SHALL BE INSTALLED IN GENERAL ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE SPECIFICATIONS AND DRAWINGS SHALL GOVERN IN ANY CONFLICT BETWEEN THE TWO REQUIREMENTS. 32. FIRST COURSE OF SRW UNITS SHALL BE PLACED ON THE LEVELING PAD. THE UNITS SHALL BE LEVELED SIDE-TO-SIDE, FRONT-TO-REAR AND WITH ADJACENT UNITS, AND ALIGNED TO ENSURE INTIMATE CONTACT WITH THE LEVELING PAD. THE FIRST COURSE IS THE MOST IMPORTANT TO ENSURE ACCURATE AND ACCEPTABLE RESULTS. NO GAPS SHALL BE LEFT BETWEEN THE FRONT OF ADJACENT UNITS. ALIGNMENT MAY BE DONE BY MEANS OF A STRING LINE OR OFFSET FROM BASE LINE TO THE BACK OF THE UNITS. 33. ALL EXCESS DEBRIS SHALL BE CLEANED FROM TOP OF UNITS AND THE NEXT COURSE OF UNITS INSTALLED ON TOP OF THE UNITS BELOW. SEGMENTAL RETAINING WALL CONT.: 34. CONNECTION PINS SHALL BE INSERTED THROUGH THE PIN HOLES OF EACH UPPER-COURSE UNIT INTO RECEIVING SLOTS IN LOWER-COURSE UNITS. PINS SHALL BE FULLY SEATED IN THE PIN SLOT BELOW. UNITS SHALL BE PUSHED FORWARD TO REMOVE ANY LOOSENESS IN THE UNIT-TO-UNIT CONNECTION. 35. PRIOR TO PLACEMENT OF NEXT COURSE, THE LEVEL AND ALIGNMENT OF THE UNITS SHALL BE CHECKED AND CORRECTED WHERE NEEDED. 36. LAYOUT OF CURVES AND CORNERS SHALL BE INSTALLED IN ACCORDANCE WITH THE WALL PLAN DETAILS OR IN GENERAL ACCORDANCE WITH SRW MANUFACTURER'S INSTALLATION GUIDELINES. WALLS MEETING AT CORNERS SHALL BE INTERLOCKED BY OVERLAPPING SUCCESSIVE COURSES. 37. PROCEDURES ABOVE SHALL BE REPEATED UNTIL REACHING TOP OF WALL UNITS, JUST BELOW THE HEIGHT OF THE CAP UNITS. GEOSYNTHETIC REINFORCEMENT, DRAINAGE MATERIALS, AND REINFORCED BACKFILL SHALL BE PLACED IN SEQUENCE WITH UNIT INSTALLATION. 38. ALL GEOSYNTHETIC REINFORCEMENT SHALL BE INSTALLED AT THE PROPER ELEVATION AND ORIENTATION AS SHOWN ON THE FINAL P.E.-SEALED RETAINING WALL PLAN PROFILES AND DETAILS, OR AS DIRECTED BY THE WALL DESIGN ENGINEER. 39. AT THE ELEVATIONS SHOWN ON THE FINAL PLANS, (AFTER THE UNITS, DRAINAGE MATERIAL AND BACKFILL HAVE BEEN PLACED TO THIS ELEVATION) THE GEOSYNTHETIC REINFORCEMENT SHALL BE LAID HORIZONTALLY ON COMPACTED INFILL AND ON TOP OF THE CONCRETE SRW UNITS, TO WITHIN 1 INCH OF THE FRONT FACE OF THE UNIT BELOW. EMBEDMENT OF THE GEOSYNTHETIC IN THE SRW UNITS SHALL BE CONSISTENT WITH SRW MANUFACTURER'S RECOMMENDATIONS. CORRECT ORIENTATION OF THE GEOSYNTHETIC REINFORCEMENT SHALL BE VERIFIED BY THE CONTRACTOR TO BE IN ACCORDANCE WITH THE GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS. THE HIGHEST-STRENGTH DIRECTION OF THE GEOSYNTHETIC MUST BE PERPENDICULAR TO THE WALL FACE. 40. GEOSYNTHETIC REINFORCEMENT LAYERS SHALL BE ONE CONTINUOUS PIECE FOR THEIR ENTIRE EMBEDMENT LENGTH. SPLICING OF THE GEOSYNTHETIC IN THE DESIGN-STRENGTH DIRECTION (PERPENDICULAR TO THE WALL FACE) SHALL NOT BE PERMITTED. ALONG THE LENGTH OF THE WALL, HORIZONTALLY ADJACENT SECTIONS OF GEOSYNTHETIC REINFORCEMENT SHALL BE BUTTED IN A MANNER TO ASSURE 100% COVERAGE PARALLEL TO THE WALL FACE. 41. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. A MINIMUM OF 6 INCHES OF BACKFILL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC. TURNING SHOULD BE KEPT TO A MINIMUM. RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SLOW SPEEDS (LESS THAN 5 MPH). 42. THE GEOSYNTHETIC REINFORCEMENT SHALL BE FREE OF WRINKLES PRIOR TO PLACEMENT OF SOIL FILL. THE NOMINAL TENSION SHALL BE APPLIED TO THE REINFORCEMENT AND SECURED IN PLACE WITH STAPLES, STAKES OR BY HAND TENSIONING UNTIL REINFORCEMENT IS COVERED BY 6 INCHES OF FILL. 43. DRAINAGE AGGREGATE SHALL BE INSTALLED TO THE LINE, GRADES AND SECTIONS SHOWN ON THE FINAL P.E.-SEALED RETAINING WALL PLANS. DRAINAGE AGGREGATE SHALL BE PLACED TO THE MINIMUM THICKNESS SHOWN ON THE CONSTRUCTION PLANS BETWEEN AND BEHIND UNITS (A MINIMUM OF 1 CUBIC FOOT FOR EACH EXPOSED SQUARE FOOT OF WALL FACE UNLESS OTHERWISE NOTED ON THE FINAL WALL PLANS). 44. DRAINAGE COLLECTION PIPES SHALL BE INSTALLED TO MAINTAIN GRAVITY FLOW OF WATER OUTSIDE THE REINFORCED-SOIL ZONE. THE DRAINAGE COLLECTION PIPE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE FINAL CONSTRUCTION DRAWINGS. THE DRAINAGE COLLECTION PIPE SHALL DAYLIGHT INTO A STORM SEWER OR ALONG A SLOPE, AT AN ELEVATION BELOW THE LOWEST POINT OF THE PIPE WITHIN THE AGGREGATE DRAIN. DRAINAGE LATERALS SHALL BE SPACED AT A MAXIMUM 50-FOOT SPACING ALONG THE WALL FACE. 45. THE REINFORCED BACKFILL SHALL BE PLACED AS SHOWN IN THE FINAL WALL PLANS IN THE MAXIMUM COMPACTED LIFT THICKNESS OF 8 INCHES AND SHALL BE COMPACTED TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY (ASTM D 698) AT A MOISTURE CONTENT WITHIN -1% POINT TO +3% POINTS OF OPTIMUM. THE BACKFILL SHALL BE PLACED AND SPREAD IN SUCH A MANNER AS TO ELIMINATE WRINKLES OR MOVEMENT OF THE GEOSYNTHETIC REINFORCEMENT AND THE SRW UNITS. 46. ONLY HAND-OPERATED COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN 3 FEET OF THE BACK OF THE WALL UNITS. COMPACTION WITHIN THE 3 FEET BEHIND THE WALL UNITS SHALL BE ACHIEVED BY AT LEAST THREE PASSES OF A LIGHTWEIGHT MECHANICAL TAMPER, PLATE, OR ROLLER. 47. AT THE END OF EACH DAY'S OPERATION, THE CONTRACTOR SHALL SLOPE THE LAST LEVEL OF BACKFILL AWAY FROM THE WALL FACING AND REINFORCED BACKFILL TO DIRECT WATER RUNOFF AWAY FROM THE WALL FACE. 48. AT COMPLETION OF WALL CONSTRUCTION, BACKFILL SHALL BE PLACED LEVEL WITH FINAL TOP OF WALL ELEVATION. IF FINAL GRADING, PAVING, LANDSCAPING AND/OR STORM DRAINAGE INSTALLATION ADJACENT TO THE WALL IS NOT PLACED IMMEDIATELY AFTER WALL COMPLETION, TEMPORARY GRADING AND DRAINAGE SHALL BE PROVIDED TO ENSURE WATER RUNOFF IS NOT DIRECTED AT THE WALL NOR ALLOWED TO COLLECT OR POND BEHIND THE WALL UNTIL FINAL CONSTRUCTION ADJACENT TO THE WALL IS COMPLETED. 49. SRW CAPS SHALL BE PROPERLY ALIGNED AND GLUED TO UNDERLYING UNITS WITH VERSA-LOK ADHESIVE, A FLEXIBLE, HIGH-STRENGTH CONCRETE ADHESIVE. RIGID ADHESIVE OR MORTAR ARE NOT ACCEPTABLE. 50. CAPS SHALL OVERHANG THE TOP COURSE OF UNITS BY 3/4 INCH TO 1 INCH. SLIGHT VARIATION IN OVERHANG IS ALLOWED TO CORRECT ALIGNMENT AT THE TOP OF THE WALL. 51. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT CONSTRUCTION BY OTHERS ADJACENT TO THE WALL DOES NOT DISTURB THE WALL OR PLACE TEMPORARY CONSTRUCTION LOADS ON THE WALL THAT EXCEED DESIGN LOADS, INCLUDING LOADS SUCH AS WATER PRESSURE, TEMPORARY GRADES, OR EQUIPMENT LOADING. HEAVY PAVING OR GRADING EQUIPMENT SHALL BE KEPT A MINIMUM OF 3 FEET BEHIND THE BACK OF THE WALL FACE. EQUIPMENT WITH WHEEL LOADS IN EXCESS OF 150 PSF LIVE LOAD SHALL NOT BE OPERATED WITHIN 10 FEET OF THE FACE OF THE RETAINING WALL DURING CONSTRUCTION ADJACENT TO THE WALL. CARE SHOULD BE TAKEN BY THE GENERAL CONTRACTOR TO ENSURE WATER RUNOFF IS DIRECTED AWAY FROM THE WALL STRUCTURE UNTIL FINAL GRADING AND SURFACE DRAINAGE COLLECTION SYSTEMS ARE COMPLETED. 40' BUILDING SETBACK 20' PAVING SETBACK 25' BUILDING SETBACK 15' PAVING SETBACK 15' EASEMENT 25' BUILDING SETBACK 15' PAVING SETBACK 65' BUILDING SETBACK50' PAVING SETBACK 35' EASEMENT15' EASEMENT 4 RECESSED LOADING DOCKS PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E. - 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 96 SURFACE PARKING EXISTING VEGETATION TO REMAIN EXISTING TREE TO REMAIN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE TO BE REMOVED EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SPRUCE TO BE REMOVED EXISTING ORNAMENTAL TREE TO BE REMOVED EXISTING ORNAMENTAL TREE TO BE REMOVED EXISTING SHADE TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING SHADE TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING SHADE TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING ORNAMENTAL TREE TO BE REMOVED EXISTING SHADE TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING SHADE TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING SHADE TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING SHADE TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED EXISTING SHADE TREE TO BE REMOVED EXISTING TREE TO REMAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 17 16 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 37 39 40 41 38 35 OVERALL EXISTING CONDITIONS LANDSCAPE PLAN NORTHScale: 1" = 30'0" DIGGERSHOTLINE 0025-23 L1.0 EXISTING CONDITIONS LANDSCAPE PLAN FRANKLIN WI 53132 YAI FRANKLIN ROBOT-SEMI the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 2026-03-17 PROGRESS 4 WORLD PACKAGING CIR HELLER & ASSOCIATES, LLC L A N D S C A P E A R C H I T E C T U R E P.O. Box 1359 Lake Geneva, Wisconsin 53147-1359 ph 262.639.9733 david@wdavidheller.com www.wdavidheller.com 40' BUILDING SETBACK 20' PAVING SETBACK 25' BUILDING SETBACK 15' PAVING SETBACK 15' EASEMENT 25' BUILDING SETBACK 15' PAVING SETBACK 65' BUILDING SETBACK50' PAVING SETBACK 35' EASEMENT15' EASEMENT 4 RECESSED LOADING DOCKS PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E. - 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 96 SURFACE PARKING EXISTING VEGETATION TO REMAIN EXISTING TREE TO REMAIN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING TREE TO REMAIN 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 2 BLACK HILLS SPRUCE 3 NORWAY SPRUCE 1 SUGAR MAPLE 1 JAPANESE TREE LILAC 1 JAPANESE TREE LILAC 1 SKYLINE HONEYLOCUST 1 SWAMP WHITE OAK 2 ADAMS FLOWERING CRABAPPLE 1 SKYLINE HONEYLOCUST 3 BLACK HILLS SPRUCE 8 GRO-LOW SUMAC 1 BLACK HILLS SPRUCE 1 PRAIRIE PRIDE HACKBERRY 2 NORWAY SPRUCE 7 INCREDIBALL HYDRANGEA 6 BLUE MUFFIN VIBURNUM 1 SWAMP WHITE OAK 1 AUTUMN BRILLIANCE SERVICEBERRY 1 SWAMP WHITE OAK 1 AUTUMN BRILLIANCE SERVICEBERRY 2 COCKSPUR HAWTHORN 1 AUTUMN BRILLIANCE SERVICEBERRY 1 RIVER BIRCH 1 RIVER BIRCH 2 AUTUMN BRILLIANCE SERVICEBERRY 2 AUTUMN BRILLIANCE SERVICEBERRY 1 BALD CYPRESS 14 ARROWWOOD VIBURNUM 1 BALD CYPRESS 6 SWAMP WHITE OAK 1 BALD CYPRESS 1 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 1 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 2 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 1 ARMSTRONG RED MAPLE 1 ARMSTRONG RED MAPLE 10 NORTHWIND SWITCHGRASS 17 CHEYENNE SPIRIT CONEFLOWER 9 INCREDIBALL HYDRANGEA 16 NORTHWIND SWITCHGRASS 22 MILLENIUM ALLIUM 19 CHEYENNE SPIRIT CONEFLOWER SHORT RAPARIAN NATIVE SEED MIX SHORT RAPARIAN NATIVE SEED MIX SHORT RAPARIAN NATIVE SEED MIX 5 SONIC BLOOM WEIGELA 38 BLACK-EYED SUSAN 32 NORTHWIND SWITCHGRASS 30 NORTHWIND SWIRTCHGRASS 38 CHEYENNE SPIRIT CONEFLOWER GRAVEL STRIP 5 SONIC BLOOM WEIGELA 5 SONIC BLOOM WEIGELA 30 NORTHWIND SWITCHGRASS 5 SONIC BLOOM WEIGELA 30" GRAVEL STRIP 30" GRAVEL STRIP 30" GRAVEL STRIP 30" GRAVEL STRIP GRAVEL AREA 30" GRAVEL STRIP 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC LAWN 30" GRAVEL STRIP 24 NORTHWIND SWITCHGRASS 30" GRAVEL STRIP 3 INCREDIBALL HYDRANGEA 24 NORTHWIND SWITCHGRASS 3 COLUMNAR EUROPEAN HORNBEAM 3 INCREDIBALL HYDRANGEA 24 NORTHWIND SWITCHGRASS 11 INCREDIBALL HYDRANGEA 1 INCREDIBALL HYDRANGEA NO-MOW FESCUE NO-MOW FESCUE 3 COLUMNAR EUROPEAN HORNBEAM 1 GINKGO NO-MOW FESCUE 8 GRO-LOW SUMAC LAWN 12 NORTHWIND SWITCHGRASS 1 GINKGO 30" GRAVEL STRIP 27 GREEN VELVET BOXWOOD 29 MILLENIUM ALLIUM 41 PRAIRIE DROPSEED 6 GREEN VELVET BOXWOOD 11 BLACK EYED SUSAN 16 BLACK EYED SUSAN 13 CAESARS BROTHER IRIS OVERALL LANDSCAPE PLAN NORTHScale: 1" = 30'0" DIGGERSHOTLINE 0025-23 L1.1 OVERALL LANDSCAPE PLAN FRANKLIN WI 53132 YAI FRANKLIN ROBOT-SEMI the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 2026-03-17 PROGRESS 4 WORLD PACKAGING CIR HELLER & ASSOCIATES, LLC L A N D S C A P E A R C H I T E C T U R E P.O. Box 1359 Lake Geneva, Wisconsin 53147-1359 ph 262.639.9733 david@wdavidheller.com www.wdavidheller.com SHORT RAPARIAN NATIVE SEED MIX 40' BUILDING SETBACK 20' PAVING SETBACK 25' BUILDING SETBACK 15' PAVING SETBACK 15' EASEMENT 25' BUILDING SETBACK 15' PAVING SETBACK PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E. - 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 96 SURFACE PARKING EXISTING VEGETATION TO REMAIN EXISTING TREE TO REMAIN EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING TREE TO REMAIN 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 8 GRO-LOW SUMAC 1 BLACK HILLS SPRUCE 1 PRAIRIE PRIDE HACKBERRY 2 NORWAY SPRUCE 7 INCREDIBALL HYDRANGEA 6 BLUE MUFFIN VIBURNUM 1 SWAMP WHITE OAK 1 AUTUMN BRILLIANCE SERVICEBERRY 1 SWAMP WHITE OAK 1 AUTUMN BRILLIANCE SERVICEBERRY 2 COCKSPUR HAWTHORN 1 AUTUMN BRILLIANCE SERVICEBERRY 1 RIVER BIRCH 1 RIVER BIRCH 2 AUTUMN BRILLIANCE SERVICEBERRY 2 AUTUMN BRILLIANCE SERVICEBERRY 1 BALD CYPRESS 14 ARROWWOOD VIBURNUM 1 BALD CYPRESS 6 SWAMP WHITE OAK 1 BALD CYPRESS 1 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 1 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 2 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 1 ARMSTRONG RED MAPLE 1 ARMSTRONG RED MAPLE 10 NORTHWIND SWITCHGRASS 17 CHEYENNE SPIRIT CONEFLOWER 9 INCREDIBALL HYDRANGEA 16 NORTHWIND SWITCHGRASS 22 MILLENIUM ALLIUM 19 CHEYENNE SPIRIT CONEFLOWER SHORT RAPARIAN NATIVE SEED MIX SHORT RAPARIAN NATIVE SEED MIX SHORT RAPARIAN NATIVE SEED MIX 5 SONIC BLOOM WEIGELA 38 BLACK-EYED SUSAN 32 NORTHWIND SWITCHGRASS 30 NORTHWIND SWIRTCHGRASS 38 CHEYENNE SPIRIT CONEFLOWER GRAVEL STRIP 5 SONIC BLOOM WEIGELA 5 SONIC BLOOM WEIGELA 30 NORTHWIND SWITCHGRASS 5 SONIC BLOOM WEIGELA 30" GRAVEL STRIP 30" GRAVEL STRIP 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC LAWN 30" GRAVEL STRIP 24 NORTHWIND SWITCHGRASS 30" GRAVEL STRIP 3 INCREDIBALL HYDRANGEA 24 NORTHWIND SWITCHGRASS 3 COLUMNAR EUROPEAN HORNBEAM 3 INCREDIBALL HYDRANGEA 24 NORTHWIND SWITCHGRASS 11 INCREDIBALL HYDRANGEA 1 INCREDIBALL HYDRANGEA NO-MOW FESCUE NO-MOW FESCUE 3 COLUMNAR EUROPEAN HORNBEAM 1 GINKGO NO-MOW FESCUE 8 GRO-LOW SUMAC LAWN 12 NORTHWIND SWITCHGRASS 1 GINKGO 30" GRAVEL STRIP 27 GREEN VELVET BOXWOOD 29 MILLENIUM ALLIUM 41 PRAIRIE DROPSEED 6 GREEN VELVET BOXWOOD 11 BLACK EYED SUSAN 16 BLACK EYED SUSAN 13 CAESARS BROTHER IRIS ENLARGED LANDSCAPE PLAN NORTHScale: 1" = 20'0" DIGGERSHOTLINE 0025-23 L1.2 ENLARGED LANDSCAPE PLAN: SOUTH FRANKLIN WI 53132 YAI FRANKLIN ROBOT-SEMI the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 2026-03-17 PROGRESS 4 WORLD PACKAGING CIR HELLER & ASSOCIATES, LLC L A N D S C A P E A R C H I T E C T U R E P.O. Box 1359 Lake Geneva, Wisconsin 53147-1359 ph 262.639.9733 david@wdavidheller.com www.wdavidheller.com 25' BUILDING SETBACK 15' PAVING SETBACK 25' BUILDING SETBACK 15' PAVING SETBACK 65' BUILDING SETBACK50' PAVING SETBACK 35' EASEMENT15' EASEMENT 4 RECESSED LOADING DOCKS PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E. - 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 96 SURFACE PARKING EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING EVERGREEN EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC 2 BLACK HILLS SPRUCE 3 NORWAY SPRUCE 1 SUGAR MAPLE 1 JAPANESE TREE LILAC 1 JAPANESE TREE LILAC 1 SKYLINE HONEYLOCUST 1 SWAMP WHITE OAK 2 ADAMS FLOWERING CRABAPPLE 1 SKYLINE HONEYLOCUST 3 BLACK HILLS SPRUCE 1 AUTUMN BRILLIANCE SERVICEBERRY 1 SWAMP WHITE OAK 1 AUTUMN BRILLIANCE SERVICEBERRY 2 COCKSPUR HAWTHORN 1 AUTUMN BRILLIANCE SERVICEBERRY 1 RIVER BIRCH 1 RIVER BIRCH 2 AUTUMN BRILLIANCE SERVICEBERRY 2 AUTUMN BRILLIANCE SERVICEBERRY 1 BALD CYPRESS SHORT RAPARIAN NATIVE SEED MIX SHORT RAPARIAN NATIVE SEED MIX SHORT RAPARIAN NATIVE SEED MIX 30" GRAVEL STRIP 30" GRAVEL STRIP 30" GRAVEL STRIP 30" GRAVEL STRIP GRAVEL AREA 30" GRAVEL STRIP 1 PRAIRIE PRIDE HACKBERRY 8 GRO-LOW SUMAC LAWN 30" GRAVEL STRIP 24 NORTHWIND SWITCHGRASS 30" GRAVEL STRIP 11 INCREDIBALL HYDRANGEA 1 INCREDIBALL HYDRANGEA 12 NORTHWIND SWITCHGRASS ENLARGED LANDSCAPE PLAN NORTHScale: 1" = 20'0" DIGGERSHOTLINE 0025-23 L1.3 ENLARGED LANDSCAPE PLAN: NORTH FRANKLIN WI 53132 YAI FRANKLIN ROBOT-SEMI the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 2026-03-17 PROGRESS 4 WORLD PACKAGING CIR HELLER & ASSOCIATES, LLC L A N D S C A P E A R C H I T E C T U R E P.O. Box 1359 Lake Geneva, Wisconsin 53147-1359 ph 262.639.9733 david@wdavidheller.com www.wdavidheller.com 40' BUILDING SETBACK 20' PAVING SETBACK 25' BUILDING SETBACK 15' PAVING SETBACK 15' EASEMENT 25' BUILDING SETBACK 15' PAVING SETBACK PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E. - 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 96 SURFACE PARKING EXISTING VEGETATION TO REMAIN EXISTING TREE TO REMAIN EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING SHADE TREE EXISTING TREE TO REMAIN 1 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 1 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 1 ARMSTRONG RED MAPLE 10 NORTHWIND SWITCHGRASS 17 CHEYENNE SPIRIT CONEFLOWER 9 INCREDIBALL HYDRANGEA 16 NORTHWIND SWITCHGRASS 22 MILLENIUM ALLIUM 19 CHEYENNE SPIRIT CONEFLOWER 30" GRAVEL STRIP 24 NORTHWIND SWITCHGRASS 30" GRAVEL STRIP 3 INCREDIBALL HYDRANGEA 24 NORTHWIND SWITCHGRASS 3 COLUMNAR EUROPEAN HORNBEAM 3 INCREDIBALL HYDRANGEA 24 NORTHWIND SWITCHGRASS 11 INCREDIBALL HYDRANGEA 1 INCREDIBALL HYDRANGEA NO-MOW FESCUE NO-MOW FESCUE 3 COLUMNAR EUROPEAN HORNBEAM 1 GINKGO NO-MOW FESCUE 8 GRO-LOW SUMAC LAWN 12 NORTHWIND SWITCHGRASS 1 GINKGO 30" GRAVEL STRIP 27 GREEN VELVET BOXWOOD 29 MILLENIUM ALLIUM 41 PRAIRIE DROPSEED 6 GREEN VELVET BOXWOOD 11 BLACK EYED SUSAN 16 BLACK EYED SUSAN 13 CAESARS BROTHER IRIS ENLARGED ENTRY LANDSCAPE PLAN NORTHScale: 1" = 16'0" DIGGERSHOTLINE 0025-23 L1.4 ENLARGED ENTRY LANDSCAPE PLAN FRANKLIN WI 53132 YAI FRANKLIN ROBOT-SEMI the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 2026-03-17 PROGRESS 4 WORLD PACKAGING CIR HELLER & ASSOCIATES, LLC L A N D S C A P E A R C H I T E C T U R E P.O. Box 1359 Lake Geneva, Wisconsin 53147-1359 ph 262.639.9733 david@wdavidheller.com www.wdavidheller.com 40' BUILDING SETBACK 25' BUILDING SETBACK 15' PAVING SETBACK 1 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 1 ARMSTRONG RED MAPLE 8 GRO-LOW SUMAC 1 ARMSTRONG RED MAPLE 10 NORTHWIND SWITCHGRASS 17 CHEYENNE SPIRIT CONEFLOWER 9 INCREDIBALL HYDRANGEA 16 NORTHWIND SWITCHGRASS 22 MILLENIUM ALLIUM 19 CHEYENNE SPIRIT CONEFLOWER 30" GRAVEL STRIP 24 NORTHWIND SWITCHGRASS 30" GRAVEL STRIP 3 INCREDIBALL HYDRANGEA 24 NORTHWIND SWITCHGRASS 3 COLUMNAR EUROPEAN HORNBEAM 3 INCREDIBALL HYDRANGEA 24 NORTHWIND SWITCHGRASS 11 INCREDIBALL HYDRANGEA 1 INCREDIBALL HYDRANGEA NO-MOW FESCUE NO-MOW FESCUE 3 COLUMNAR EUROPEAN HORNBEAM NO-MOW FESCUE 8 GRO-LOW SUMAC 12 NORTHWIND SWITCHGRASS 1 GINKGO 30" GRAVEL STRIP 27 GREEN VELVET BOXWOOD 29 MILLENIUM ALLIUM 41 PRAIRIE DROPSEED 6 GREEN VELVET BOXWOOD 11 BLACK EYED SUSAN 16 BLACK EYED SUSAN 13 CAESARS BROTHER IRIS ENLARGED ENTRY LANDSCAPE PLAN NORTHScale: 1" = 8'0" DIGGERSHOTLINE 0025-23 L1.5 ENLARGED ENTRY LANDSCAPE PLAN FRANKLIN WI 53132 YAI FRANKLIN ROBOT-SEMI the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 2026-03-17 PROGRESS 4 WORLD PACKAGING CIR HELLER & ASSOCIATES, LLC L A N D S C A P E A R C H I T E C T U R E P.O. Box 1359 Lake Geneva, Wisconsin 53147-1359 ph 262.639.9733 david@wdavidheller.com www.wdavidheller.com SHADE TREE PLANTING 1N.T.S.SECTION EVERGREEN TREE PLANTING SECTION N.T.S. DECIDUOUS SHRUB PLANTING (B&B) N.T.S.SECTION GROUNDCOVER / PERENNIAL PLANTING DECIDUOUS SHRUB PLANTING (POTTED) N.T.S.SECTION DETAILEVERGREEN SHRUB PLANTING N.T.S.SECTION BALLED & BURLAPPEDPOTTED FIBER POTCONTAINER PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. CAREFULLY REMOVE PLANT FROM PLASTIC POT & SCORE ROOTS 1" DEEP WITH A SHARP KNIFE. N.T.S.SECTION PER SCHEDULE(6-24" TYP.) N.T.S.SECTION SPADE EDGE PLANT BED EDGE DETAILDETAIL DETAIL DETAIL DETAIL DETAILDETAIL ORNAMENTAL GRASS PLANTING N.T.S.SECTION PER SCHEDULE(15-36" TYP.) DETAIL 234 5678 PLANT TREE AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. PLANT SLIGHTLY HIGHER THAN SURROUNDING FINISHED GRADE. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. REMOVE 'V' CROTCHES, STUBS, DOUBLE LEADERS AND OVERLAPPING / RUBBING PRUNE PLANTS (IF NEEDED) ONLY AFTER PLANTING. PRUNING IS SUBJECT TO TIME OF YEAR, AND SPECIFIC TREE SPECIES. WRAP TREE IN FALL FOR PROTECTION FROM DEER (IF APPLICABLE). 3" DEPTH WOOD MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST TREE TRUNK. REMOVE BURLAP, SYNTHETIC TWINE, AND WIRE CAGE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP ONCE TREE IS IN PLACE, AND STRAIGHTENED. CAREFULLY BEND REMAINING CAGE DOWN TO BOTTOM OF HOLE. INSTALL ONE (1) SLOW RELEASE FERTILIZER PACKET PER 1" CALIPER OF TREE. PLACE AGAINST ROOT BALL. DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED SOIL - AVOID AIR POCKETS BY TAMPING SOIL MIXTURE IN 4" LIFTS. EXISTING SUBGRADE PLANT TREE AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. PLANT SLIGHTLY HIGHER THAN SURROUNDING FINISHED GRADE. REMOVE STUBS, AND OVERLAPPING, BROKEN OR RUBBING BRANCHES. PRUNE PLANTS (IF NEEDED) ONLY AFTER PLANTING. PRUNING IS SUBJECT TO TIME OF YEAR, AND SPECIFIC TREE SPECIES. 3" DEPTH WOOD MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST TREE TRUNK. REMOVE BURLAP, SYNTHETIC TWINE, AND WIRE CAGE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP ONCE TREE IS IN PLACE, AND STRAIGHTENED. CAREFULLY BEND REMAINING CAGE DOWN TO BOTTOM OF HOLE. INSTALL ONE (1) SLOW RELEASE FERTILIZER PACKET PER 24" HEIGHT OF TREE. PLACE AGAINST ROOT BALL. DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED SOIL - AVOID AIR POCKETS BY TAMPING SOIL MIXTURE IN 4" LIFTS. EXISTING SUBGRADE WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. PRUNE OUT DEAD & BROKEN BRANCHES; RETAIN NORMAL PLANT SHAPE. 3" DEPTH WOOD MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST STEMS, OR BURY BOTTOM BRANCHES. REMOVE BURLAP AND SYNTHETIC TWINE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP. INSTALL ONE SLOW RELEASE FERTILIZER PACKETS AGAINST ROOT BALL. DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED PLANTING MIX - AVOID AIR POCKETS BY TAMPING MIXTURE IN 4" LIFTS. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. PRUNE OUT DEAD & BROKEN BRANCHES; RETAIN NORMAL PLANT SHAPE. 3" DEPTH WOOD MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST STEMS, OR BURY BOTTOM BRANCHES. REMOVE BURLAP AND SYNTHETIC TWINE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP. INSTALL ONE SLOW RELEASE FERTILIZER PACKETS AGAINST ROOT BALL. DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED PLANTING MIX - AVOID AIR POCKETS BY TAMPING MIXTURE IN 4" LIFTS. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. LANDSCAPE FABRIC CAREFULLY REMOVE PLANT FROM PLASTIC POT & SCORE ROOTS 1" DEEP WITH A SHARP KNIFE. USE EDGING AROUND PERIMETER OF GRAVEL MULCH AREA OR ALONG BEDLINE PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. PRUNE OUT DEAD & BROKEN BRANCHES; RETAIN NORMAL PLANT SHAPE. 3" DEPTH WOOD MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST STEMS, OR BURY BOTTOM BRANCHES. REMOVE BURLAP AND SYNTHETIC TWINE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP. INSTALL ONE SLOW RELEASE FERTILIZER PACKETS AGAINST ROOT BALL. DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED PLANTING MIX - AVOID AIR POCKETS BY TAMPING MIXTURE IN 4" LIFTS. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. SPACING OF PERENNIALS WILL VARY ON THE VARIETY OF PERENNIAL SELECTED. SPACING PLAN - IF NOT INDICATED ON PLANT & MATERIAL LIST. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. PLANTING MIX DEPTH OF 9" TO BE ROTO-TILLED AT ALL PERENNIAL AREAS. 2" DOUBLE SHREDDED HARDWOOD MULCH OR LEAF COMPOST. REMOVE BROKEN, BENT, DEAD OR DISEASED LEAVES/STEMS AFTER PLANTING. CAREFULL REMOVE PLANT FROM CONTAINER; SCORE ROOTS ON ALL SIDES; HAND TAMP INTO PLACE TO PROTECT PLANT. PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. LANDSCAPE FABRIC SCARIFY EXISTING SUBGRADE SPACING OF PERENNIALS WILL VARY ON THE VARIETY OF PERENNIAL SELECTED. SPACING PLAN - IF NOT INDICATED ON PLANT & MATERIAL LIST. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. PLANTING MIX DEPTH OF 9" TO BE ROTO-TILLED AT ALL PERENNIAL AREAS. 2" DBL SHREDDED HARDWOOD MULCH OR LEAF COMPOST. REMOVE BROKEN, BENT, DEAD OR DISEASED LEAVES/STEMS AFTER PLANTING. CAREFULL REMOVE PLANT FROM CONTAINER; SCORE ROOTS ON ALL SIDES; HAND TAMP INTO PLACE TO PROTECT PLANT. PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. LANDSCAPE FABRIC SCARIFY EXISTING SUBGRADE TOP OF MULCH SHOULD BE CRESTED 1-2" ABOVE TURF FOR POSITIBE DRAINGE. SLOPE GRADUALLY. BEDLINES ARE TO BE CUT CRISP AS PER PLAN. A CLEAN DEFINITION BETWEEN TURF AND PLANTING BED IS REQUIRED. 3" SHREDDED HARDWOOD MULCH BED TOPSOIL/PLANTING MIX TURFGRASS (TYPICAL) LANDSCAPE GENERAL NOTES: 1. Contractor responsible for contacting Diggers Hotline (811 or 800-242-8511) to have site marked prior to excavation or planting. 2. Contractor to verify all plant quantities shown on Plant & Material List and landscape planting symbols and report any discrepancies to Landscape Architect or General Contractor. 3. All plantings shall comply with standards as described in American Standard of Nursery Stock - Z60.1 ANSI (latest version). Landscape Architect reserves the right to inspect, and potentially reject any plants that are inferior, compromised, undersized, diseased, improperly transported, installed incorrectly or damaged. No sub-standard "B Grade" or "Park Grade" plant material shall be accepted. Plant material shall originate from nursery(ies) with a similar climate as the planting site. 4. Any potential plant substitutions must be approved by Landscape Architect or Owner. All plants must be installed as per sizes indicated on Plant & Material Schedule, unless approved by Landscape Architect. Any changes to sizes shown on plan must be submitted in writing to the Landscape Architect prior to installation. 5. Topspoil in Parking Lot Islands (if applicable): All parking lot islands to be backfilled with topsoil to a minimum depth of 12" to insure long-term plant health. Topsoil should be placed within 3" of finish grade by General Contractor / Excavation Contractor during rough grading operations/activity. The landscape contractor shall be responsible for the fine grading of all disturbed areas, planting bed areas, and lawn areas. Crown all parking lot islands a minimum of 4" to provide proper drainage, unless otherwise specified. 6. Tree Planting: Plant all trees slightly higher than finished grade at the root flare. Remove excess soil from the top of the root ball, if needed. Remove and discard non-biodegradable ball wrapping and support wire. Removed biodegradable burlap and wire cage (if present) from the top 1 3 of the rootball and carefully bend remaining wire down to the bottom of the hole. Once the tree has been placed into the hole and will no longer be moved, score the remaining 2 3 of the burlap and remove the twine. Provide three slow release fertilizer for each tree planted. 7. Tree Planting: Backfill tree planting holes 80% existing soils removed from excavation and 20% plant starter mix. Avoid air pockets and do not tamp soil down. Discard any gravel, rocks, heavy clay, or concrete pieces. When hole is 2 3 full, trees shall be watered thoroughly, and water left to soak in before proceeding to fill the remainder of the hole. Water again to full soak in the new planting. Each tree shall receive a 3" deep, 4-5' diameter (see planting details or planting plan) shredded hardwood bark mulch ring around all trees planted in lawn areas. Do not build up any mulch onto the trunk of any tree. Trees that are installed incorrectly will be replaced at the time and expense of the Landscape Contractor. 8. Shrub Planting: All shrubs to be planted in groupings as indicated on the Landscape Plan. Install with the planting of shrubs a 5050 mix of plant starter with topsoil. Install topsoil into all plant beds as needed to achieve proper grade and displace undesirable soil (see planting detail). Remove all excessive gravel, clay and stones from plant beds prior to planting. When hole(s) are 23 full, shrubs shall be watered thoroughly, and water left to soak in before proceeding. Provide slow-release fertilizer packets at the rater of 1 per 24" height/diameter of shrub at planting. 9. Mulching: All tree and shrub planting beds to receive a 3" deep layer of high quality shredded hardwood bark mulch (not pigment dyed or enviro-mulch). All perennial planting areas (groupings) shall receive a 2" layer of double-shredded hardwood bark mulch, and groundcover areas a 2" layer of the same mulch. Do not mulch annual flower beds (if applicable). Do not allow mulch to contact plant stems and tree trunks. 10. Edging: All planting beds shall be edged with a 4" deep spade edge using a flat landscape spade or a mechanical edger. Bedlines are to be cut crisp, smooth as per plan. A clean definition between landscape beds and lawn is required. Pack mulch against lawn edge to hold in place. 11. Plant bed preparation/Soil Amendment composition: All perennial, groundcover and annual areas (if applicable) are required to receive a blend of organic soil (Soil Amendments) amendments prior to installation. Roto-till the following materials at the following ratio, into existing soil beds or installed topsoil beds to a depth of approximately 8"-10". Containerized and balled & burlapped plant material should be back-filled with amended soil: Per 100 SF of bed area (Soil Amendment composition): 34 CY Peat Moss or Mushroom Compost 34 CY blended/pulverized Topsoil 14 CY composted manure In roto-tilled beds only, also include in above mixture: 2 lbs Starter Fertilizer 12. Lawn Installation for all sodded turfgrass areas: Contractor to furnish and prepare blended topsoil (2" minimum) and sod bed, removing all debris and stones 12" and larger. Apply a 10-10-10 starter lawn fertilizer uniformly throughout areas prior to laying sod. Use only premium sod blend according to TPI (revised 1995) and ASPA Standards. Install sod uniformly with staggered joints, laid tightly end to end and side to side. Roll sod with a walk behind roller and water immediately upon installation to a 3" depth. Stake any sod installed on slopes steeper than 1:3, and in all swale applications. Contractor is responsible to provide a smooth, uniform, healthy turf, and is responsible for the first two mowings of the newly installed turf, and is also responsible for watering during this period. 13. Installation preparation for all seeded areas: remove/kill off any existing unwanted vegetation prior to seeding. Prepare the topsoil (if adequate or provide as in item #6 above) and seed bed by removing all surface stones 1" or larger. Apply a starter fertilizer and specified seed uniformly at the specified rate, and provide mulch covering suitable to germinate and establish turf. Provide seed and fertilizer specifications to Landscape Architect and Owner prior to installation. Erosion control measures are to be used in swales and on slopes in excess of 1:3 and where applicable (see Civil Engineering Drawings). Methods of installation may vary are the discretion of the Landscape Contractor on his/her responsibility to establish and guarantee a smooth, uniform, quality turf. A minimum of 1" of blended, prepared and non-compacted topsoil is required for all lawn areas. If straw mulch is used as a mulch covering, a tackifier may be necessary to avoid wind dispersal of mulch covering. Marsh hay containing reed canary grass is NOT acceptable as a mulch covering. An acceptable quality seed installation is defined as having: No bare spots larger than one (1) square foot No more than 10% of the total area with bare areas larger than one (1) square foot A uniform coverage through all turf areas 14. No-Mow seed areas: "No-Mow" fine fescue seed mix with annual rye nurse crop (available at Reinders Landscape Supply 800-785-3301; Prairie Nursery 800-476-9453) or approved equivalent mix from a reputable seed mix provider. Apply at rate recommended by supplier. Prepare seed bed and soil as specified in item #13 above. 15. Native Prairie Seed Mix / Stormwater Seed Mix / Infiltration Swale Seed Mix: Native seed mix(es) as listed on the Plant and Material List or other seeding schedules outlined on the landscape plan set. Seed mixes available from Agrecol Native Seed & Plant Nursery 608-223-3571 or Prairie Nursery 800-476-9453 or approved equivalent mix from a reputable seed mix provider. Apply at rates specified herein, or per supplier recommendation. Prepare soil and seed bed as in item #13 above. 16. Warranty and Replacements: All plantings are to be watered thoroughly at the time of planting, through construction and upon completion of project as required. Trees, Evergreens, and Shrubs (deciduous and evergreen) shall be guaranteed (100% replacement) for a minimum of one (1) year from the date of project completion. Perennials, groundcovers, and ornamental grasses shall be guaranteed for a minimum of one (1) growing season. Perennials, groundcovers, and ornamental grasses planted after September 15th shall be guaranteed through May 31st of the following year. Only one replacement per plant will be required during the warranty period, except for losses or replacements due to failure to comply with specified requirements. Watering and general ongoing maintenance instructions are to be supplied by the Landscape Contractor to the Owner upon completion of the project. 17. The Landscape Contractor is responsible for the watering and maintenance of all landscape areas for a period of 45 days after the substantial completion of the landscape installation. This shall include all trees, shrubs, evergreens, perennials, ornamental grasses, turf grass, no-mow seed mix, native prairie seed mix, stormwater seed mix, and other native seed mixes. Work also includes weeding, edging, mulching (only if required), fertilizing, trimming, sweeping up grass clippings, pruning and deadheading. 18. Project Completion: Landscape Contractor is responsible to conduct a final review of the project, upon completion, with the Landscape Architect, Client or Owner / Client Representative, and the General Contractor to answer questions, provide written care instructions for new plantings and turf, and insure that all specifications have been met. DIGGERSHOTLINE 0025-23 L1.6 LANDSCAPE DETAILS, NOTES & SCHEDULES FRANKLIN WI 53132 YAI FRANKLIN ROBOT-SEMI the Consortium ae LLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.com T E L E P H O N E 4 1 4 . 4 0 6 . 7 6 2 5 2026-03-17 PROGRESS 4 WORLD PACKAGING CIR HELLER & ASSOCIATES, LLC L A N D S C A P E A R C H I T E C T U R E P.O. Box 1359 Lake Geneva, Wisconsin 53147-1359 ph 262.639.9733 david@wdavidheller.com www.wdavidheller.com PLANTING & HARDSCAPE DETAILS PLANT & MATERIAL SCHEDULE LANDSCAPE GENERAL NOTES N.T.S. DETAILSTONE MAINTENANCE DRIP EDGE DETAIL SECTION TOPSOIL / PLANTING MIX SUBGRADE FILTER FABRIC 1.5" LIMESTONE SCREENINGS OR DECOMPOSED GRANITE (COMPACTED) 1 8" x 4" ALUMINUM EDGE RESTRAINT; MILL FINISH; STAKED EVERY 24" TOP OF GRAVEL SHOULD BE APPROXIMATELY 1 2" BELOW TOP OF THE EDGE RESTAINT 3" (+/-) STONE / GRAVEL MEDIUM (SEE PLAN OR MATERIAL SCHEDULE FOR TYPE) PLANTS / LAWN BUILDING FOUNDATION 9N.T.S. DETAILSTONE MAINTENANCE DRIP EDGE DETAIL SECTION 9 SEED MIXES 40' BUILDING SETBACK 20' PAVING SETBACK 25' BUILDING SETBACK 15' PAVING SETBACK 15' EASEMENT 25' BUILDING SETBACK 15' PAVING SETBACK 65' BUILDING SETBACK 50' PAVING SETBACK 35' EASEMENT 15' EASEMENT RETAINING WALLS 4 RECESSED LOADING DOCKS RETAINING WALL PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E. - 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 96 SURFACE PARKING RYAN ROAD WEST ASHLAND WAY 70'-0" R.O.W. 6X6 PAD FOR "WE ENERGIES" TRANSFORMER 9.5'x8.5' PAD FOR TRANSFORMER 6'x8' PAD FOR HV LOOP SWITCH BIKE RACK LOCATION INTERIOR MAIN SWITCH PANEL LOCATION STAIRS UP TO SIDE ENTRY CONCRETE STAIRS AND HANDRAIL Project: Date: Project No.: Sheet No.: Sheet: Location: theConsortiumaeLLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.comT E L E P H O N E4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No: Date: Description: 04.27.2026 2025-23 YAI FRANKLIN - ROBOT-SEMI FACILITY FRANKLIN, WI 53132 A1.0 ARCHITECTURAL SITE PLAN 7800 W. ASHLAND WAY SCALE: 1" = 30'-0"1 SITE - ARCHITECTURAL PLAN NORTH DN Statistics Description Symbol Avg Max Min Max/Min Avg/Min BACK AREA 0.8 fc 27.4 fc 0.0 fc N/A N/A PARKING 1.6 fc 19.3 fc 0.0 fc N/A N/A PROPERTY LINE 0.1 fc 2.8 fc 0.0 fc N/A N/A 0.1 0.1 0.1 0.1 0.1 0.4 0.4 0.4 1.4 1.2 1.0 3.5 2.5 1.7 3.8 2.6 1.8 1.6 1.3 1.1 0.5 0.5 0.4 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.7 0.7 0.7 2.2 1.8 1.6 4.4 3.1 2.3 5.8 1.7 6.1 2.8 0.3 0.3 0.1 0.1 2.82.8 19.3 27.4 0.10.1 0.1 0.10.21.82.41.10.4 0.3 0.3 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.8 1.0 0.7 0.4 0.2 0.1 0.1 0.2 0.5 1.1 1.7 1.5 0.8 0.3 0.1 0.1 QTY Catalog Number Description Number Lamps Lumens per Lamp LLF Wattage Polar Plot 8 DSX1 LED P3 40K 80CRI BLC3 MVOLT RPA NLTAIR2 PIRHN DWHXD // RTAP20-6.0-7 -WH (KW) D-Series Size 1 Area Luminaire P3 Performance Package 4000K CCT 80 CRI Type 3 Extreme Backlight Control 1 9186 1 102.17 5 DSXB LED 16C 700 40K SYM MVOLT DMG DWHXD D-SERIES BOLLARD WITH 16 4000K LEDS OPERATED AT 700mA AND SYMMETRIC DISTRIBUTION 1 3009 1 39 4 WDGE2 LED P3 40K 80CRI VW MVOLT SRM DMG DWHXD WDGE2 LED WITH P3 - PERFORMANCE PACKAGE, 4000K, 80CRI, VISUAL COMFORT WIDE OPTIC 1 3213 1 22.55 OA @ 20' OA @ 20' OA @ 20' OA @ 20' OA @ 20' OA @ 20' OA @ 20' OA @ 20' OB @ 3.5' OB @ 3.5' OB @ 3.5'OB @ 3.5' OB @ 3.5' WA @ 18' WA @ 18' WA @ 18' WA @ 18' OB @ 3.5' OB @ 3.5' 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 10 . 10 . 10 . 10 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.2 0.4 0.6 0.6 0.7 0.7 0.8 0.8 0.8 1.1 1.3 1.3 1.0 1.5 1.7 2.1 2.4 1.8 1.3 2.3 3.3 2.8 3.0 2.8 2.1 1.3 2.3 6.6 2.5 4.0 3.2 2.2 1.2 1.5 8.0 2.5 4.0 3.2 2.2 1.1 0.7 0.5 2.9 3.1 2.8 2.0 1.0 0.5 0.3 1.7 2.3 2.5 1.8 0.9 0.5 0.2 0.9 1.3 1.5 1.4 0.8 0.4 0.2 0.6 0.9 0.9 1.0 0.7 0.4 0.2 0.6 0.9 0.9 0.9 0.7 0.4 0.2 0.9 1.3 1.5 1.4 0.8 0.4 0.2 1.7 2.2 2.5 1.8 0.9 0.4 0.2 2.8 3.0 2.8 2.0 1.0 0.4 0.2 2.5 4.0 3.2 2.2 1.0 0.4 0.2 2.5 4.0 3.2 2.2 1.0 0.4 0.2 2.9 3.1 2.8 2.0 1.0 0.4 0.2 1.7 2.3 2.5 1.8 0.9 0.4 0.2 0.9 1.3 1.5 1.4 0.8 0.4 0.2 0.6 0.9 0.9 1.0 0.7 0.4 0.2 0.6 0.9 0.9 0.9 0.7 0.4 0.2 0.9 1.3 1.5 1.4 0.8 0.4 0.2 1.7 2.2 2.5 1.8 0.9 0.4 0.2 2.8 3.0 2.8 2.0 1.0 0.4 0.2 2.5 4.0 3.2 2.2 1.0 0.4 0.2 2.5 4.0 3.2 2.2 1.0 0.4 0.2 2.9 3.1 2.9 2.0 1.0 0.4 0.2 1.7 2.3 2.5 1.8 0.9 0.4 0.2 0.9 1.3 1.5 1.5 0.8 0.4 0.3 0.6 0.9 0.9 1.0 0.8 0.6 0.4 0.6 0.9 0.9 1.0 1.0 0.9 0.9 0.9 1.3 1.5 1.5 1.2 1.6 2.0 1.7 2.2 2.5 1.9 1.4 2.3 3.2 2.8 3.1 2.9 2.1 1.4 2.3 14.1 6.1 2.5 4.0 3.2 2.3 1.2 1.5 10.5 2.6 4.0 3.3 2.3 1.1 0.7 0.6 2.9 3.1 2.9 2.0 1.0 0.5 0.3 1.8 2.3 2.6 1.8 0.9 0.5 0.2 1.0 1.3 1.6 1.5 0.8 0.4 0.2 0.7 1.0 1.0 1.0 0.7 1.0 1.0 1.1 15.1 1.1 1.5 1.7 1.6 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 6.6 13.1 7.0 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 2.1 2.6 2.9 2.1 1.0 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 3.5 3.8 3.5 2.6 1.1 0.5 0.3 0.2 0.3 0.4 0.7 0.9 1.1 1.2 1.3 1.3 1.2 1.1 0.9 0.8 0.9 1.0 1.2 1.2 1.3 1.2 1.2 1.0 0.7 0.4 0.2 0.1 0.1 3.5 5.6 4.7 3.6 1.2 0.4 0.3 0.2 0.3 0.4 0.9 1.7 2.2 2.5 2.7 2.6 2.3 2.0 1.2 0.9 1.1 1.9 2.2 2.5 2.7 2.6 2.3 1.8 1.0 0.5 0.3 0.2 0.1 0.1 3.7 6.2 5.6 4.5 1.2 0.4 0.3 0.2 0.3 0.4 0.8 1.7 2.5 3.2 3.8 3.4 2.7 2.1 1.1 0.8 1.0 1.9 2.6 3.2 3.8 3.3 2.6 2.0 0.9 0.4 0.3 0.2 0.1 4.1 5.6 5.9 4.7 1.1 0.7 1.5 2.4 3.0 3.5 3.2 2.6 1.9 1.1 0.8 1.0 1.6 2.4 3.0 3.5 3.1 3.0 4.9 6.3 4.7 0.2 0.4 0.7 0.7 0.7 0.7 0.7 0.5 0.3 0.2 0.3 0.4 0.7 0.7 0.7 0.7 4.8 4.1 0 . 00 . 00 . 00 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25' BUILDING SETBACK 15' PAVING SETBACK RETAINING WALL PROPOSED ROBOT-SEMI FACILITY MFG/WAREHOUSE/OFFICE F.F.E. - 755.50' (95,500 S.F. FOOTPRINT) (5.85 ACRE SITE) 96 SURFACE PARKING Project: Date: Project No.: Sheet No.: Sheet: Location: theConsortiumaeLLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.comT E L E P H O N E4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No: Date: Description: 04.27.2026 2025-23 YAI FRANKLIN - ROBOT-SEMI FACILITY FRANKLIN, WI 53132 A1.0-LT SITE LIGHTING PLAN 7800 W. ASHLAND WAY SCALE: 1" = 30'-0"1 SITE - LIGHTING PLAN NORTH RYAN ROAD WEST BOUND RYAN ROAD EAST BOUND GROUND FLOOR 100' - 0" T.O. PRECAST 145' - 9 1/2" MEZZANINE 119' - 0" Project: Date: Project No.: Sheet No.: Sheet: Location: theConsortiumaeLLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.comT E L E P H O N E4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No: Date: Description: 04.27.2026 2024-13 YAI FRANKLIN - MASTERPLAN FRANKLIN, WI 53132 A1.0-SL SITE LINES - SECTION & RENDERINGS FRANKLIN BUSINESS PARK SCALE: 1" = 20'-0"1 SITE LINES SECTION - ROBOT-SEMI FACILITY SITE LINE FROM RYAN ROAD HEADING WEST SITE LINE FROM RYAN ROAD HEADING EAST UP UP UP UP SB DN A4.14 A4.1 A4.1 2 1 A4.1 3 7 6 1 E E A A 2 3 4 5 8 9 C C B B D D F F 7.5 8.5 A.5 B.5 D.5 E.5 2' - 6" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 1' - 0" 25' - 0" 2' - 6" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" LINE OF MEZZANINE ABOVE AT 19'-0" A.F.F. LINE OF MEZZANINE ABOVE AT 19'-0" A.F.F. 5' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 0" 2' - 6" 11' - 0" 12' - 0" 12' - 0" 12' - 0" 36' - 0" 12' - 0" 5' - 0" 9' - 0" 16' - 0" 16' - 0" 9' - 0" 29' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 0" 2' - 6" 1' - 0" 5' - 10" 10' - 0" 2' - 0" 10' - 0" 2' - 6" 9' - 0" 3' - 0" 9' - 0" 2' - 6" 2' - 4" 3' - 0" 5' - 10" 12' - 0" 60' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 48' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 0" 2' - 6" 11' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 0" 253' - 6" 5' - 10"9' - 10"9' - 4" 8' - 3" 4' - 8" OPEN TO ABOVE 2 STORY SPACE OPEN TO ABOVE 1' - 0" 3' - 0" 16' - 8" G2 7 9 G1 23 11 17 12 9 10 A4.2 2 A4.23 F4 16 12 F5 18 GR2 1 A6.1 2 A6.1 2 A6.2 1 A6.2 3 A6.2 4 A6.2 2 A6.3 1 A6.3 3 A6.3 1 A6.4 2 A6.4 112E 104 103B 101C 110 112A 112B 112C 112D 113A 113C 113D 113E 113F 113B OFFICE AREA EAST 110 COMMONS 103 ENTRY 101 LOBBY 102 ELEV EQUIP 109 RESTROOM 107 RESTROOM 108 MANUFACTURING 112 DOCKS 113 101A OFFICE AREA WEST 104 103A 107 108 102 PUMP 111 403' - 6" WOMEN 105 MEN 106 105 106 19' - 6" 109 111 14' - 0" 13' - 0" 1' - 0" 11' - 6" 1' - 0" 8' - 8" 7' - 2" 8' - 2" 2 22 ELECTRICAL EQUIPMENT 18 24 PASSENGER ELEVATOR FREIGHT ELEVATOR 101B 101D 114 RESTROOM 114 FLOOR DRAIN R.D. R.D. R.D. R.D.R.D. R.D.R.D. R.D. R.D. R.D. R.D. Project: Date: Project No.: Sheet No.: Sheet: Location: theConsortiumaeLLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.comT E L E P H O N E4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No: Date: Description: 04.27.2026 2025-23 YAI FRANKLIN - ROBOT-SEMI FACILITY FRANKLIN, WI 53132 A1.1 1ST FLOOR OVERALL - PROPOSED 7800 W. ASHLAND WAY SCALE: 1/16" = 1'-0"1 OVERALL - PROPOSED PLAN NORTH YASKAWA PROJECT KEYNOTES 2 STEEL BEAM, JOIST OR COLUMN, (FINISH = P-2) - SEE STRUCTURAL 7 ARCHITECTURAL COMPOSITE METAL PANEL T.B.D. (FINISH = YASKAWA BLUE) 9 9'x9' PREFINISHED SECTIONAL INSULATED HIGH LIFT O.H. DOOR, W/ DOCK SEAL, RAIN HEADER, DOCK LIGHT & BOLLARDS 10 9'x10' PREFINISHED SECTIONAL INSULATED HIGH LIFT O.H. DOOR, W/ DOCK SHELTER, DOCK LIGHT & BOLLARDS 11 7'x8' MECHANICAL DOCK LEVELER w/ DOCK LOCK, PIT ANGLES & BUMPERS 12 PREEFINISHED, FULL GLASS, SECTIONAL INULATED HIGH LIFT OVERHEAD DOOR 16 INSULATED HOLLOW METAL DOOR & FRAME (PAINTED TO MATCH WALL COLOR) W/ 5'-0" x 5'-0" CONCRETE STOOP & FOUNDATION 17 CAST IN PLACE CONCRETE RETAINING WALL - SEE STRUCTURAL 18 OPEN GRID IBC COMPLIANT METAL STAIR & LANDING 22 PRECAST SCREEN WALL ON CASTI IN PLACE FOUN (MATCH W1 FINISH) 23 PATIO FENCING - 6'-0" HIGH "LONGBOARD" PRIVACY BEAM SCREENS & ENCLOSURES 24 WATER FOUNTAIN & BOTTLE FILLING STATION, ELECTRIC WALL MOUNTED A.D.A. COMPLIANT F4 FLOOR SYSTEM #4 (TRUCK APRON & SLABS) - REINFORCED CONCRETE SLAB ON COMPACTED GRANULAR FILL, PROVIDE 1/2" ISOLATION JOINT AT EXTERIOR WALLS (SEE CIVIL) F5 FLOOR SYSTEM #5 (INTERIOR MEZZANINE) - CONCRETE TOPPING ON METAL DECK ON STRUCTURAL FRAMING, PROVIDE 1/2" ISOLATION JOINT MATERIAL AT COLUMNS AND PERIMETER - SEE STRUCTURAL G1 GLAZING SYSTEM #1 (EXTERIOR STOREFRONT) BLACK ANODIZED ALUMINUM (2x6 MULLION) W/ 1" INSULATED GREY 270 LOWe GLAZING UNITS, "KAWNEER Trifab® VersaGlaze® 601/601T/601UT Framing System", WINTER U=.29, SHGC= .28, PROVIDE SILL AND HEAD FLASHING AS RECOMMENDED BY MFR, SAFETY GLAZING AS REQ'D. BY IBC CODE. G2 GLAZING SYSTEM #2 (EXTERIOR CURTAINWALL) BLACK ANODIZED (2.5x7.5 MULLION) W/ 1" INSULATED GREY 270 LOWe GLAZING UNITS, "KAWNEER 1600 WALL SYSTEM 2 CURTAIN WALL", WINTER U=.29, SHGC= .28, PROVIDE SILL AND HEAD FLASHING AS RECOMMENDED BY MFR, SAFETY GLAZING AS REQ'D. BY IBC CODE GR 2 GUARDRAIL SYSTEM #2 (AT STAIRS) CABLE GUARD RAIL SYSTEM @ 42" A.F.F. W/ HAND RAIL @ 34" A.F.F. SYSTEM DN DN DN DN A4.14 A4.1 A4.1 2 1 A4.1 3 7 6 1 E E A A 2 3 4 5 8 9 C C B B D D F F 7.5 8.5 1' - 0" 29' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 0" 2' - 6" 2' - 6" 11' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 0" 1' - 0" 2' - 6" 5' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 24' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 0" 2' - 6" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 2' - 6" 11' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 23' - 11 7/8" 12' - 0" 5' - 0" 16' - 0" 9' - 0" 5' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 11' - 0" 2' - 6" OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW EDGE OF MEZZANINE EDGE OF CATWALK SHIPS LADDER TO ROOF HATCH ABOVE F5 18GR3 20 G1 A4.2 2 A4.23 GR3 18 1 A6.1 2 A6.1 2 A6.2 1 A6.2 3 A6.2 4 A6.2 2 A6.3 1 A6.3 3 A6.3 1 A6.4 2 A6.4 MEZZANINE 201 253' - 6" 402' - 6" GR3 5' - 10"9' - 10"9' - 4" 8' - 3" 4' - 8" 1' - 0" 11' - 6" 1' - 0" 8' - 8" 15' - 4" 18 PASSENGER ELEVATOR FREIGHT ELEVATOR 18 Project: Date: Project No.: Sheet No.: Sheet: Location: theConsortiumaeLLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.comT E L E P H O N E4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No: Date: Description: 04.27.2026 2025-23 YAI FRANKLIN - ROBOT-SEMI FACILITY FRANKLIN, WI 53132 A1.2 MEZZANINE OVERALL -P R O P O S E D 7800 W. ASHLAND WAY NORTH YASKAWA PROJECT KEYNOTES 18 OPEN GRID IBC COMPLIANT METAL STAIR & LANDING 20 SOLAR SUNSHADE - "Versoleil® SunShade - Outrigger System" 30" SQUARE, PLANAR BLADES, (FINISH = BLACK ANODIZED) F5 FLOOR SYSTEM #5 (INTERIOR MEZZANINE) - CONCRETE TOPPING ON METAL DECK ON STRUCTURAL FRAMING, PROVIDE 1/2" ISOLATION JOINT MATERIAL AT COLUMNS AND PERIMETER - SEE STRUCTURAL G1 GLAZING SYSTEM #1 (EXTERIOR STOREFRONT) BLACK ANODIZED ALUMINUM (2x6 MULLION) W/ 1" INSULATED GREY 270 LOWe GLAZING UNITS, "KAWNEER Trifab® VersaGlaze® 601/601T/601UT Framing System", WINTER U=.29, SHGC= .28, PROVIDE SILL AND HEAD FLASHING AS RECOMMENDED BY MFR, SAFETY GLAZING AS REQ'D. BY IBC CODE. GR3 GUARDRAIL SYSTEM #3 (AT MEZZANINE) CABLE GUARD RAIL SYSTEM @ 42" A.F.F. W/ 4" METAL BASE KICKPLATE SCALE: 1/16" = 1'-0"1 OVERALL - MEZZANINE PLAN 7 6 1 EA 2 3 4 5 8 9 CB D F 7.5 8.5 SCUPPER OVERFLOW (SEE STRUCTURAL) SCUPPER OVERFLOW (SEE STRUCTURAL) SCUPPER OVERFLOW (SEE STRUCTURAL) SCUPPER OVERFLOW (SEE STRUCTURAL) 840 S.F. DRAIN AREA 40' CLEAR HEIGHT REQ'D 40'-0" STRUCTURAL CLEAR 48" GIRDER (RUNS N-S) 13" PITCH TO DRAIN (LOW POINT) 1/4"/FT 2.5" JOIST SEAT (30" JOISTS RUN E-W) 1.5" ROOF DECK 6" POLY-ISOCYANURATE INSULATION 45'-11" TOP OF WALL AT ROOF BLOCKING 45'-9.5" TOP OF CONC WALL PANEL (NO BLKG) SECONDARY OVERFLOW IN JOIST CAVITY TO LAMB TONGUE ON EXT WALL SECONDARY OVERFLOW IN JOIST CAVITY TO LAMB TONGUE ON EXT WALL SECONDARY OVERFLOW IN JOIST CAVITY TO LAMB TONGUE ON EXT WALL SECONDARY OVERFLOW IN JOIST CAVITY TO LAMB TONGUE ON EXT WALL 5000 S.F. DRAIN AREA 10000 S.F. DRAIN AREA 10000 S.F. DRAIN AREA (-0") (-0") (-0") (-0") (-0") (-0") (-13") (-0") (-13") (-0") (-13") (-0") (-0") (-0") (-0") (-0") (-0") (-0") 5000 S.F. DRAIN AREA 10000 S.F. DRAIN AREA 10000 S.F. DRAIN AREA(-13") (-0") (-13") (-0") (-13") (-0") (-0") (-0") (-0") (-0") (-0") (-0") 5000 S.F. DRAIN AREA 10000 S.F. DRAIN AREA 10000 S.F. DRAIN AREA(-13") (-0") (-13") (-0") (-13") (-0") (-0") (-0") (-0") (-0") (-0") (-0") 5000 S.F. DRAIN AREA 10000 S.F. DRAIN AREA 10000 S.F. DRAIN AREA(-13") (-0") (-13") (-0") (-13") (-0") (-0") (-0") (-0") (-0") (-0") (-0") (-0") (-0") (-8") (-0") (-0") (-4") LOWER CANOPY ROOF @ 15'-0" A.F.F. UPPER CANOPY ROOF @ 37'-6" A.F.F. TYP SUNSHADE OVER GLAZING SYSTEM PITC HED STRUCT PITCH ED S TRU CT PITCH ED STRU CT PITC HED STRUCT PITC HED STRUCT PITCH ED S TRU CT PITCH ED STRU CT PITC HED STRUCT PITC HED STRUCT PITC HED STRUCT PITC HED STRUCT PITCH ED S TRU CT PITCH ED STRU CT PITC HED STRUCT PITC HED STRUCT PITCH ED S TRU CT PITCH ED STRU CT PITC HED STRUCT PITC HED STRUCT PITC HED STRUCT PITC HED STRUCT PITCH ED S TRU CT PITCH ED STRU CT PITC HED STRUCT PITC HED STRUCT PITCH ED S TRU CT PITCH ED STRU CT PITC HED STRUCT PITC HED STRUCT PITC HED STRUCT PITC HED STRUCT PITCH ED S TRU CT PITCH ED STRU CT PITC HED STRUCT PITC HED STRUCT PITCH ED S TRU CT PITCH ED STRU CT PITC HED STRUCT PITC HED STRUCT PITC HED STRUCT 20 R1 CP1 4 5 1 A6.1 2 A6.1 2 A6.2 1 A6.2 3 A6.2 4 A6.2 2 A6.3 1 A6.3 3 A6.3 1 A6.4 2 A6.4 (-0") 25 Project: Date: Project No.: Sheet No.: Sheet: Location: theConsortiumaeLLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.comT E L E P H O N E4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No: Date: Description: 04.27.2026 2025-23 YAI FRANKLIN - ROBOT-SEMI FACILITY FRANKLIN, WI 53132 A3.1 ROOF PLAN 7800 W. ASHLAND WAY SCALE: 1/16" = 1'-0"1 OVERALL - ROOF PLAN YASKAWA PROJECT KEYNOTES 4 PRIMARY ROOF DRAIN & INTERIOR INSULATED WRAPPED CONNECTOR (CONTRIBUTION AREA SHOWN NEXT TO DRAIN LOCATION) SIZE DRAIN PER IBC-IPC REQ'TS 5 SECONDARY ROOF DRAIN (PVC ) TOP SET 4" ABOVE HGT OF ADJACENT ROOF DRAIN, SIZE SAME AS PRIMARY ROOF DRAIN (ROOF STRUCTURE DESIGNED FOR 10" PONDING), DASHED LINE INDICATES SECONDARY ROOF DRAIN HORIZONTAL CONDUCTOR (INSULATION WRAP) RUN AS HIGH IN JOIST BAY AS POSSIBLE 20 SOLAR SUNSHADE - "Versoleil® SunShade - Outrigger System" 30" SQUARE, PLANAR BLADES, (FINISH = BLACK ANODIZED) 25 ROOF HATCH W/ CAGED IN METAL ALTERNATING DEVICE FROM INTERMEDIATE PLATFORM TO ROOF CP 1 COPING SYSTEM #1 - PRE-FINISHED 2 PIECE METAL EDGE ON CONTINUOUS P.T. 2"x WD BLOCKING ANCHORED T0 TOP OF PRECAST. (FINISH = CREAM) R1 ROOF SYSTEM #1 (MAIN ROOF) - DIRECTLY ADHERED EPDM RUBBER MEMBRANE ON R-34.8 MIN 6" POLY-ISOCYANURATE INSULATION SYSTEM ON METAL DECKING ON STEEL JOIST STRUCTURE, PROVIDE THERMAL BARRIER AS NECESSARY TO COMPLY WITH IBC-2015 - SEE STRUCTURAL NORTH Project: Date: Project No.: Sheet No.: Sheet: Location: theConsortiumaeLLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.comT E L E P H O N E4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No: Date: Description: 04.27.2026 2025-23 YAI FRANKLIN - ROBOT-SEMI FACILITY FRANKLIN, WI 53132 A4.0 EXTERIOR RENDERINGS 7800 W. ASHLAND WAY GROUND FLOOR 100' - 0" T.O. PRECAST 145' - 9 1/2" MEZZANINE 119' - 0" EA CB D FA.5 B.5 C.5 D.5 E.5 250' - 0" W2 20 G1 7 G2 23 CP2 16 W1 CP1 29 GROUND FLOOR 100' - 0" T.O. PRECAST 145' - 9 1/2" MEZZANINE 119' - 0" 761 2 3 4 5 8 97.5 8.5 G2 G1 20 7 28 13 23 W2 CP2 18 28 W1 CP1 W2 CP2 G1 20 GROUND FLOOR 100' - 0" T.O. PRECAST 145' - 9 1/2" MEZZANINE 119' - 0" E AC BDF G1 20 W1 CP2 29 CP1 W1 22 GR1 17 GROUND FLOOR 100' - 0" GROUND FLOOR 100' - 0" T.O. PRECAST 145' - 9 1/2" T.O. PRECAST 145' - 9 1/2" MEZZANINE 119' - 0" MEZZANINE 119' - 0" 7 6 1234589 7.58.5 1091612 29613 G2 7 W1 CP1 G1 20 W2 CP2 Project: Date: Project No.: Sheet No.: Sheet: Location: theConsortiumaeLLC Oconomowoc | Wisconsin | 53066 | Gregg Prossen, Principal www.consortiumae.comT E L E P H O N E4 1 4 . 4 0 6 . 7 6 2 5 Consultant: Revisions: No: Date: Description: 04.27.2026 2025-23 YAI FRANKLIN - ROBOT-SEMI FACILITY FRANKLIN, WI 53132 A4.1 EXTERIOR ELEVATIONS 7800 W. ASHLAND WAY SCALE: 1/16" = 1'-0"1 SOUTH ELEVATION SCALE: 1/16" = 1'-0"2 WEST ELEVATION SCALE: 1/16" = 1'-0"3 NORTH ELEVATION SCALE: 1/16" = 1'-0"4 EAST ELEVATION YASKAWA PROJECT KEYNOTES 6 LAMB'S TONGUE OVERFLOW CONDUCTOR TERMINATION, DESIGN-BUILD PLUMBER TO SET HEIGHT (AFF) FOR CONDUCTOR AT WALL AS HIGH AS POSSIBLE 7 ARCHITECTURAL COMPOSITE METAL PANEL T.B.D. (FINISH = YASKAWA BLUE) 9 9'x9' PREFINISHED SECTIONAL INSULATED HIGH LIFT O.H. DOOR, W/ DOCK SEAL, RAIN HEADER, DOCK LIGHT & BOLLARDS 10 9'x10' PREFINISHED SECTIONAL INSULATED HIGH LIFT O.H. DOOR, W/ DOCK SHELTER, DOCK LIGHT & BOLLARDS 12 PREEFINISHED, FULL GLASS, SECTIONAL INULATED HIGH LIFT OVERHEAD DOOR 13 LIGHT FIXTURE - LED WALL PACK 16 INSULATED HOLLOW METAL DOOR & FRAME (PAINTED TO MATCH WALL COLOR) W/ 5'-0" x 5'-0" CONCRETE STOOP & FOUNDATION 17 CAST IN PLACE CONCRETE RETAINING WALL - SEE STRUCTURAL 18 OPEN GRID IBC COMPLIANT METAL STAIR & LANDING 20 SOLAR SUNSHADE - "Versoleil® SunShade - Outrigger System" 30" SQUARE, PLANAR BLADES, (FINISH = BLACK ANODIZED) 22 PRECAST SCREEN WALL ON CASTI IN PLACE FOUN (MATCH W1 FINISH) 23 PATIO FENCING - 6'-0" HIGH "LONGBOARD" PRIVACY BEAM SCREENS & ENCLOSURES 28 THRU WALL ROOF SCUPPER 29 BUILDING SIGNAGE BY SIGN MANUFACTURER CP1 COPING SYSTEM #1 - PRE-FINISHED 2 PIECE METAL EDGE ON CONTINUOUS P.T. 2"x WD BLOCKING ANCHORED T0 TOP OF PRECAST. (FINISH = CREAM) CP2 COPING SYSTEM #2 - PRE-FINISHED COPING ON CONTINUOUS P.T. 2"x WD BLOCKING ANCHORED T0 TOP OF PRECAST (FINISH = DARK) G1 GLAZING SYSTEM #1 (EXTERIOR STOREFRONT) BLACK ANODIZED ALUMINUM (2x6 MULLION) W/ 1" INSULATED GREY 270 LOWe GLAZING UNITS, "KAWNEER Trifab® VersaGlaze® 601/601T/601UT Framing System", WINTER U=.29, SHGC= .28, PROVIDE SILL AND HEAD FLASHING AS RECOMMENDED BY MFR, SAFETY GLAZING AS REQ'D. BY IBC CODE. G2 GLAZING SYSTEM #2 (EXT ERIOR CURTAINWALL) BLACK ANODIZED (2.5x7.5 MULLION) W/ 1" INSULATED GREY 270 LOWe GLAZING UNITS, "KAWNEER 1600 WALL SYSTEM 2 CURTAIN WALL", WINTER U=.29, SHGC= .28, PROVIDE SILL AND HEAD FLASHING AS RECOMMENDED BY MFR, SAFETY GLAZING AS REQ'D. BY IBC CODE GR1 GUARDRAIL SYSTEM #1 - 1-1/2" O.D STL GUARD, 42" A.F.F. HIGH W/ 21" CENTER INTERMIDIATE (PAINTED SAFETY YELLOW) W1 12" INSLULATED PRECAST WALL PANEL, w/ 1/2" DEEP REVEALS, (MATCH MAIN COLOR, FINISH & ACCENTS TO D.V.A.F. BUILDING) SEE ELEVATIONS ON A4.1 AND WALL TYPES ON A9.1 W2 12" INSLULATED PRECAST WALL PANEL, w/ 1/2" DEEP REVEALS, STAINED (COLOR = DARK GREY) FINISH SEE ELEVATIONS ON A4.1 AND WALL TYPES ON A9.1 CITY OF FRANKLIN REPORT TO THE PLAN COMMISSION Meeting of July 23, 2026 Sign Review 1 RECOMMENDATION: City Development staff recommends approval of this Sign Review application, subject to the conditions set forth in the attached resolution. Project Name: Krones Second Monument Sign Property Owner: Krones Inc./ Holger Beckmann President & CEO Applicant: John Toth, MKE Graphics, LLC Property Addresses: 5601 W RYAN RD 9542 S 58TH ST 9600 S 58TH ST Tax Key Number: 899 9990 070 Aldermanic District: District 4 Agent: John Toth, MKE Graphics, LLC Zoning District: LI - Limited Industrial District. Use of Surrounding Properties: PDD 25 (residential) to the north, PDD 18 (industrial) to the east, LI - Limited Industrial District to the south and west Staff Planner: Marion Ecks, AICP The applicant has submitted an application for a second monument sign in front of one of the Krones buildings on S. 58th Street. A second monument sign on a single lot requires a waiver of sign requirements to allow for more than one monument sign on a single tenant lot. PROJECT ANALYSIS: Unified Development Ordinance Section § 15-6-05.B.3 states that: “a maximum of one (1) single-tenant monument sign shall be permitted per lot frontage except with approval from the Plan Commission. The applicant proposes to have two monument signs on the 58 th Street frontage of their development. The proposed sign has an area of 47.2 Square Feet and will be identical to the existing monument sign located in front of the main Krones building. The new will not exceed the total (aggregate) allowable sign area for this property of 1844.5 Square Feet. The proposed monument sign otherwise complies with the requirements of Article 6 Sign Standards. STAFF RECOMMENDATION City Development staff recommends approval of this Sign Review application, subject to the conditions set forth in the attached resolution. STATE OF WISCONSIN CITY OF FRANKLIN MILWAUKEE COUNTY PLAN COMMISSION [Draft 07-10-2026] RESOLUTION NO. 2026-____ A RESOLUTION APPROVING A SECOND MONUMENT SIGN FOR THE 58TH STREET FRONTAGE OF KRONES INC (9542 S 58TH ST) (JOHN TOTH, MKE GRAPHICS, LLC, APPLICANT) WHEREAS, Krones Inc. , having applied for waiver of sign requirements under Unified Development Ordinance Section § 15 -6-05.B.3 to allow for more than one monument sign; and WHEREAS, the Plan Commission havi ng reviewed the proposed sign plans and having found same to be in compliance with and in furtherance of the standards of Municipal Article 6 Sign Standards.. NOW, THEREFORE, BE IT RESOLVED, by the Plan Commission of the City of Franklin, Wisconsin, that the monument sign plans City file -stamped June 23, 2026, attached hereto and incorporated herein, be and the same are hereby approved, subject to the following conditions: 1. That the signage shall be constructed and installed pursuant to such signage plans within one year from the date of adoption of this Resolution, or this Resolution and all rights and approvals granted hereunder shall be null and void, without any fur ther action by the Plan Commission. 2. The applicant shall obtain sign permits with the Department of City Development prior to installation. Introduced at a regular meeting of the Common Council of the City of Franklin this _______ day of ____________________, 2026. Passed and adopted at a regular meeting of the Common Council of the C ity of Franklin this _______ day of ____________________, 2026. APPROVED: _________________________________ John R. Nelson, Mayor ATTEST: ___________________________________ KRONES INC. MONUMENT SIGN REVIEW RESOLUTION NO. 2026-_____ Page 2 Shirley J. Roberts, City Clerk AYES ______ NOES ______ ABSENT ______ RYAN RD 60TH ST RYAN RD 58TH ST 54TH ST 58TH ST 58TH ST LI LI LI LI LI LI P PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 PDL 18 LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI LILI LI LI LI LI LI LI FP FP City of Franklin Property Viewer City of Franklin, WI, City of Franklin, WI & Milwaukee County Land Information Office, FEMA, SE Wisc Reg Planning Comm Parcel Road Right-of-Way 1 pct Annual Chance Flood Hazard (FEMA) FEMA Zone AE Regulatory Floodway (FEMA) Zoning LI - Limited Industrial P - Parks and Open Space PDL - Planned Development Legacy 7/13/2026, 9:58:59 AM 0 340 680170 ft 0 100 20050 m 1:3,690 project #: client: project name: drawing # date: designer: scale: Krones Landscape Plan specs: April 7, 2026 NTS JT 60 x 108” area Ice White Crushed Landscape Rock 24 x 60” Concrete Pad 6” Deep x 47” Sign Cabinet Little Blue Stem Grass project #: client: project name: drawing # date: designer: scale: 102468 Krones New Monument Sign 1 Rev 1 specs: October 3, 2025 3/8” = 1’ JT SIDEELEVATION 47” 142” 6” 2 1/4” deep Stainless Steel Pans (2) cladding inner framework with a 1 1/2” reveal between the pans 1/2” thick welded, galvanized “T” for bolt mounting into Concrete Pad KRONES KPG Main Entrance • Non-illunimated, double-sided, stainless steel • Pressure sensitive vinyl graphics • Flush mount on new concrete pad using L-bolts • Sign area: 46.339 square feet 27’ - 0” 7’ - 0” MKE Graphics, LLC 7629 West Beloit Road West Allis, WI 53219 (414) 935-2882 (414) 526-8092 (cell) N 14’- 0” 27’ - 0” 7’ - 0” 14’- 0” MKE Graphics 7629 West Beloit West Allis, WI 53219 (414) 935-2882 (414) 526-8092 (cell) 1/8” = 1’ MKE GRAPHICS, LLC 7629 WEST BELOIT ROAD WEST ALLIS, WI 53219 01/20/2026 City of Franklin Planning Department 9229 West Loomis Road Franklin, WI 53132 RE: Monument Sign Permit for Krones, Inc. SUBJECT PROPERTY LEGAL DESCRIPTION Property 1 of Certified Survey Map No. 5511, being a redivision of Parcels 1 & 2 of Certified Survey Map 1736, and Parcel 1 of Certified Survey Map. No. 4916, of a part of the N.W. ¼ & S.W. of the N.W. 1/’4 of Section 26, Town 5 North, Range 21 East, City of Franklin, Milwaukee County, Wisconsin. CITY OF FRANKLIN Plan Commission Meeting of July 23, 2026 Variance RECOMMENDATION: City Development staff recommends approval of this Temporary Use request. Project name: Variance of Temporary Use standards Property Owner: Fox Glen Corporate Centre, LLC Applicant: Jeff Clements, Etzel Engineer and Build Property Address/TKN: 11027 S. 27th Street (TKN 978 9998 000) Aldermanic District: District 4 Zoning District: Planned Development Legacy 39 Staff Planner: Marion Ecks, Principal Planner Application number: PPZ26-0034 Introduction The applicant is seekin g approval of a temporary use to allow for temporary storage and office trailer parking related to the Oak Creek Southwest Sewer Extension project. The duration of the requested temporary use would be through September 2027. The site is located in the southeast corner of the City, adjacent to S. 27 th Street and S. County Line Road. This property is the former location of an indoor golf facility, and subsequently, a concrete batch plant to support redevelopment of the I -94 freeway. It has also been the s ubject of complaints related to placement of fill and dumping. At present, the graded pad area from prior development still exists, and is accessible from S. County Line Rd. The Temporary Use requires Plan Commission approval. Temporary Use The proposed temporary use is to allow for temporary storage of materials including precast concrete pipes and equipment, and office trailer parking. The proposed site layout complies with the requirements of Planned Development Legacy 39, and does not impact any natural resources on the property. The lot, including the concrete pad area, is partially located in floodplain. No structures or storage of materials is permitted in these areas. Item E.4 2 Staff is recommending that the approval be conditioned on meeting the Temporary Use standards for construction uses (Temporary Concrete Batch Plants or (Including Materials Processing and Handling) § 15- 4-14.E.). The applicant has provided required elements including routing information and a restoration plan (see attached applicant packet). Variance The applicant has requested a duration of greater than 8 months. Proposed facilities are to be located approximately 800 feet from a nearby residence, less than 1,000 required by the UDO. These deviations from Temporary Use standards §15- 4-14.E. require a variance. The applicant received approval of the variance at the July 15, 2026 Board of Zoning and Building Appeals meeting. The variance required a Public Hearing, which had no public comments. No written public comments have been received as of writing of this staff report. Prior Temporary Use This property received approval of a Temporary Use to allow for the stockpiling of soil on May 9, 2024. The applicant is not proposing any site work or alterations related to that approval. Staff Recommendation: City Development staff recommends approval of this Temporary Use, subject to the conditions in the draft Resolution. STATE OF WISCONSIN CITY OF FRANKLIN MILWAUKEE COUNTY PLAN COMMISSION RESOLUTION NO. 2026-_____ A RESOLUTION IMPOSING CONDITIONS AND RESTRICTIONS FOR THE APPROVAL OF A TEMPORARY USE FOR TEMPORARY STORAGE AND OFFICE TRAILER PARKING, LOCATED AT 11027 S 27TH ST (978 9998 000) AND 0 W SOUTH COUNTY LINE RD. (978 9999 001) (JEFF CLEMENTS, ETZEL ENGINEER AND BUILD APPLICANT) WHEREAS, Jeff Clements, Etzel Engineer and Build (Super Excavators) having petitioned the City of Franklin for the approval of a Temporary Use to allow for temporary storage and office trailer parking related to the Oak Creek Southwest Sewer Extension project located at 11027 S 27TH ST (978 9998 000) AND 0 W South County Line Rd. (978 9999 001) from the date of adoption of this resolution, through September 30, 2027, with operations from 7:00 a.m. to 9:00 p.m. Monday through Friday. WHEREAS, the Plan Commission having found that the proposed Temporary Use, subject to conditions, meets the standards set forth under §15-3.0804 of the Unified Development Ordinance. NOW, THEREFORE, BE IT RESOLVED, by the Plan Commission of the City of Franklin, Wisconsin, that the petition of Jeff Knauf, Fox Glen Corporate Centre, LLC for the approval of a Temporary Use to allow for the stockpiling of soil, for the property particularly described in the preamble to this Resolution, be and the same is hereby approved, subject to the following conditions and restrictions: 1. The approval granted hereunder shall al low for such use from the date of adoption of this resolution, through September 30, 2027, with operations from 7:00 a.m. to 9:00 p.m. Monday through Friday, and all approvals granted hereunder expiring at 9: 30 p.m. on September 30, 2027. 2. Existing natural resources located on the property shall be kept undisturbed during the duration of this Temporary Use. 3. No materials or fill shall be placed in FEMA Federal Insurance Rate Map (FIRM) Zone A or AE flood areas. 4. Any temporary signage associated with this tem porary use shall be approved by the Department of City Development. 5. This Temporary Use approval is contingent on the applicant receiving all applicable licenses/permits through the City of Franklin. This includes, but is not limited to, all necessary licenses/permits which are required through the Building Inspection ETZEL ENGINEER AND BUILD (SUPER EXCAVATORS) – TEMPORARY USE RESOLUTION NO. 2026-____ Page 2 Department, Clerks Office and Health Department, and any permitting from WI DNR our other regulatory bodies. Introduced at a regular meeting of the Plan Commission of the City of Franklin thi s ______ day of ______, 2026. Passed and adopted at a regular meeting of the Plan Commission of the City of Franklin this ______ day of ______, 2026. APPROVED: _________________________________ John R. Nelson, Mayor ATTEST: ___________________________________ Shirley J. Roberts, City Clerk AYES ______ NOES ______ ABSENT ______ SOUTH COUNTY LINE RD 27TH ST SOUTH COUNTY LINE RD City of Franklin Property Viewer SEWRPC, Maxar, City of Franklin, WI Parcel 5/7/2024, 1:26:22 PM 0 0.06 0.110.03 mi 0 0.09 0.170.04 km 1:4,514 Franklin User City of Franklin, WI | Earthstar Geographics | National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or Depth Zone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X Future Conditions 1% Annual Chance Flood Hazard Zone X Area with Reduced Flood Risk due to Levee. See Notes. Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood Hazard Zone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 7/13/2026 at 9:14 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 87°57'38"W 42°50'56"N 87°57'W 42°50'30"N Basemap Imagery Source: USGS National Map 2023 Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer July 13, 2026 Subject: Property Usage – 11027 S 27th St – MMSD Oak Creek Southwest MIS Extension To whom it may concern: Super Excavators, Inc (SEI) has been contracted under the Milwaukee Metropolitan Sewerage District (MMSD) to construct the Oak Creek MIS project. This involves the installation of a tunnel with work shafts. As part of this project, SEI is applying to use the 11027 S 27th St property to be able to stage materials and equipment. This letter is intended to serve as a brief overview of the project and provide the requested information for the application. The project involves the construction of approximately 5046 LF of tunnel for a new metropolitan interceptor sewer (MIS) for the MMSD. To be able to build the tunnel, 8 work shafts will need to be constructed. The work shafts begin at the intersection of S 27th St and Oakwood Road, and continue south to S 27th St & County Line Road, before the tunnel alignment proceeds to the southwest, where it will cross the Root River, and terminate on the south end of the river. Construction work on the project is slated from April of 2026 to approximately September of 2027. The project has extensive staging requirements for material storage, construction office trailer usage, and equipment. As such, SEI is looking for additional space to be used as temporary storage. If granted a temporary usage permit, and agreement from the property owner (Fox Glen Corporate Center, LLC/John Spitz), SEI would use the property as a temporary storage area for the project. Usage would include: - Construction Equipment/Vehicle Parking - Construction Tool Storage - Pipe Storage - Temporary Owner Office Trailer Attached to this letter are the following: - Legal description of property - Project Narrative - Site Plan - Response Memo - Assurance for Damages of Road Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer Legal Description of Property Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer The property is located at: 11027 S 27th St, Franklin, WI 53132. The legal description of the property is as follows: N 28 ACS OF S 56 ACS OF SE 36 5 21 EXC E 80 FT FOR HWY Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer Project Narrative Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer The project involves the construction of approximately 5046 LF of tunnel for a new metropolitan interceptor sewer (MIS) for the MMSD. To be able to build the tunnel, 8 work shafts will need to be constructed. The work shafts begin at the intersection of S 27th St and Oakwood Road, and continue south to S 27th St & County Line Road, before the tunnel alignment proceeds to the southwest, where it will cross the Root River, and terminate on the south end of the river. Construction work on the project is slated from April of 2026 to approximately September of 2027. The project has extensive staging requirements for material storage, construction office trailer usage, and equipment. As such, SEI is looking for additional space to be used as temporary storage. If granted a temporary usage permit, and agreement from the property owner (Fox Glen Corporate Center, LLC/John Spitz), SEI would use the property as a temporary storage area for the project. Usage would include: - Construction Equipment/Vehicle Parking - Construction Tool Storage - Pipe Storage - Temporary Owner Office Trailer Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer Site Plan Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer Response Memo Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer After the initial temporary use permit application was submitted, a memo of staff comments was provided to Super Excavators, Inc. This response memo is intended to serve as response to each comment from the memo. The staff comments are in black text, and the response by Super Excavators, Inc is in red. The original staff comments memo is also provided for reference. Department of City Development Comments 1. Construction related uses are allowed in all districts except the floodplain as a temporary use (Table 15-3-04(B)), subject to UDO Administrative standards (Section 15-9-03(C)), and Use specific standards § 15-4-14.E. Noted – SEI only intending to use portion of property outside of floodplain. 2. This application requires Plan Commission approval. Noted. 3. Financial Assurance Required for Potential Damage to Roads. The contractor shall provide a financial assurance in the amount requested by the City Engineer to pay for correcting any damage done to City or County roads during the course of said facility's operation and for the planned restoration of the site. As part of the MMSD project, Super Excavators, Inc had to file a right of way permit with the City of Franklin. As part of this permit, a bond had to be provided to the City of Franklin for the work within the City of Franklin limits. As part of the returned right of way permit, one of the conditions noted on it is “Restore City ROW in kind”. This is also stated in the contract documents that SEI has with the MMSD. All of this is provided for reference: Bond, City of Franklin Right of Way Permit, and the section of the contract documents from the MMSD stating to restore in kind. 4. Please provide information about proposed site conditions after your project is complete. Site to be restored in kind. 5. Is any outdoor lighting proposed? If yes, provide a lighting plan. Outdoor lighting is not proposed. Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer 6. The maximum allowable period of this Temporary use is an eight (8) month period. Board of Zoning and Building Appeal (BZBA) approval is required for the full duration. Noted. The project duration is until September of 2027, an extension will be applied for as needed. 7. Facilities shall be located not less than one thousand (1,000) feet from any occupied building, with the exception of an associated accessory construction trailer/office which may be located on the same site. Facilities appear to be located approximately 800 feet from a nearby residence. Board of Zoning and Building Appeal (BZBA) approval is required for the location. Noted. A construction trailer, tool storage (ie conex boxes), pipe storage, and construction equipment are the planned use for the site. 8. No outside sales of materials shall be permitted. Noted. 9. The applicant shall provide for the prevention of any dust, fumes, vapors, mists, or gas nuisances due to operations shall be maintained at all times in accordance with established City, county, state, and federal air pollution standards. Noted. Natural Resources 10. No part of this application approves work for the Fox Glen Natural Resource Special Exception (NRSE) or related floodplain permits. Noted. 11. No portion of the work area may encroach into Natural Resources on the site. A copy of the approved Natural Resource Protection Plan (NRPP) for the site is attached. This NRPP is the approved NRPP for the Fox Glen NRSE. Steep slopes are not required to be protected. Noted. Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer 12. Please include a fence in the site plan to protect natural resources. Erosion control logs would be used to protect the natural resources, as the site is concrete and these are typically used in lieu of silt fence on concrete sites. 13. At no point shall any structure or material be placed within the floodplain without prior approval of a floodplain permit. Noted. Engineering Department 14. Absolutely no heavy traffic, hauling, heavy equipment on S. County Line Rd when the intersection is closed Noted. 15. No heavy traffic or heavy equipment may enter from the west from 60th St. Noted. 16. If using access from 27th St when the intersection is closed, signage, barricades, etc must be posted so nobody follows Noted. 17. Once the shaft is installed in the intersection, nightly closures MUST be locked up tight so nobody has an opportunity to go around anything. Noted. City of Franklin Department of City Development 1 Date: June 10, 2026 To: Jeff Clements, Etzel Engineer and Build From: City Development Staff, Marion Ecks, AICP RE: Staff Comments – Temporary Use - 11027 S. 27th Street, Taxkey: 930 1001 000 Comments are provided for the application for Temporary Use upon property, located at 11027 S. 27th Street Taxkey: 930 1001 000 to allow for space to be used as temporary storage and office trailer parking for the Oak Creek Southwest Sewer Extension project. The applicant is requesting approval through September 2027. Temporary Use of this type requires Plan Commission approval. Department of City Development Review comments are provided for the development according to the requirements of the Plan Development District 39 zoning and the UDO. Please provide the following required information on the site plan and respond to any questions. General: 1. Construction related uses are allowed in all districts except the floodplain as a temporary use (Table 15-3-04(B)), subject to UDO Administrative standards (Section 15-9-03(C)), and Use specific standards § 15-4-14.E. Temporary Use: 2. This application requires Plan Commission approval. 3. Financial Assurance Required for Potential Damage to Roads. The contractor shall provide a financial assurance in the amount requested by the City Engineer to pay for correcting any damage done to City or County roads during the course of said facility's operation and for the planned restoration of the site. 4. Please provide information about proposed site conditions after your project is complete. 5. Is any outdoor lighting proposed? If yes, provide a lighting plan. 6. The maximum allowable period of this Temporary use is an eight (8) month period. Board of Zoning and Building Appeal (BZBA) approval is required for the full duration. 7. Facilities shall be located not less than one thousand (1,000) feet from any occupied building, with the exception of an associated accessory construction trailer/office which may be located on the same site. Facilities appear to be located approximately 800 feet from a nearby residence. Board of Zoning and Building Appeal (BZBA) approval is required for the location. 8. No outside sales of materials shall be permitted. 9. The applicant shall provide for the prevention of any dust, fumes, vapors, mists, or gas nuisances due to operations shall be maintained at all times in accordance with established City, county, state, and federal air pollution standards. Natural Resources: 10. No part of this application approves work for the Fox Glen Natural Resource Special Exception (NRSE) or related floodplain permits. City of Franklin Department of City Development 2 11. No portion of the work area may encroach into Natural Resources on the site. A copy of the approved Natural Resource Protection Plan (NRPP) for the site is attached. This NRPP is the approved NRPP for the Fox Glen NRSE. Steep slopes are not required to be protected. 12. Please include a fence in the site plan to protect natural resources. 13. At no point shall any structure or material be placed within the floodplain without prior approval of a floodplain permit. Inspection, Police, and Fire Department Comments None Engineering Department Comments • Absolutely no heavy traffic, hauling, heavy equipment on S. County Line Rd when the intersection is closed • No heavy traffic or heavy equipment may enter from the west from 60th St. • If using access from 27th St when the intersection is closed, signage, barricades, etc must be posted so nobody follows • Once the shaft is installed in the intersection, nightly closures MUST be locked up tight so nobody has an opportunity to go around anything. Variance Application C02013C01 Oak Creek Southwest MIS Extension Public Works – Municipal – Commercial – Industrial – New Developments N59 W14601 BOBOLINK A VE. MENOMONEE FALLS, WI 53501 PH (262) 252-3200 FAX (262) 252-3406 www.superexcavators.com An Equal Opportunity Employer Assurance for Damages of Road City to Complete Below: Refundable Permit Fee (Surety) Estimated Cost of Project in ROW - 10% of Project Cost - Other: Refundable Permit Fee ($1,000 minimum) Total Refundable Fee to Collect $ 100,000 PERMIT APPROVAL BY PERMITTING AUTHORITY The foregoing application is hereby approved and permit issued by the Permitting Authority subject to full compliance by the Applicant with all provisions and conditions stated herein and on the reverse side hereof and all attachments hereto. By: Kyle Baker Title: Engineering Technician Signature: Kyle Baker Date: 04/23/2026 Surety Amount $ o Waived- Reason: ¨ Cash/Check- #/Institution: o Letter of Credit- Date / Institution: x Bond- #Institution: Bond No.: Bond STANDARD STIPULATIONS FOR ALL PROJECTS: 1) Permitting Authority is the City of Franklin Engineering Department (City). Under applicable Wisconsin Statutes, this permit is granted to the Applicant to allow the performance of the specific work described herein as the Permittee. The following standard stipulations and any included special stipulations shall govern: 2) Accomplishment of the permitted work or any part thereof, by or on behalf of the Permittee shall bind such Permittee to abide by this permit and all its conditions and provisions. 3) This permit is based upon the proposed attached plan. Any changes must be approved by City before making any changes in the field. 4) The Permittee agrees to indemnify and hold harmless the City, its employees, and its agents, from any cost, claim, suit, liability, and/or award which might come, be brought, or be assessed, because of the issuance or exercise of this permit or because of any adverse effect upon any person or property which is attributed to the partially or entirely completed works of the Permittee. This responsibility applies both when the site is attended to and during off-hours, any holiday, and the hours of the night when the site is unattended. 5) Call before you Dig. Permittee is responsible for notifying Diggers Hotline 1-800-242-8511 and having all existing utilities within the right-of-way identified before construction. All utilities shall be located within three feet of the right-of-way limits unless specific dimensions are shown on the attached plans. 6) It shall be the responsibility of the Permittee to determine the location of, and protect or cause to be protected from any damage, any facilities existing in the area to be influenced by the permitted work. Any damage caused by the permitted utility to any other existing facilities shall be repaired and the entire cost shall be the obligation of the Permittee. CONTRACTOR SHALL MAINTAIN A COPY OF THIS PERMIT ON SITE AT ALL TIMES. Non-Refundable Permit Fee Application Fee ($100.00) $100.00 Length of Project / Utility Installed / Repaired - First Foot to 200 Feet (100.00) $100.00 - Additional exceeding 200 Feet ($0.10 / foot) - Replaced Trees ($400.00 / tree) - Other: Non-Refundable Permit Fee ($200.00 minimum) Total Non-Refundable Fee to Collect $200.00 7) It shall be the responsibility of the Permittee and their Applicant/Contractor to verify the property lines and Right-of-Way lines. This approved permit will grant only the work in the public Right-of-Way. The City of Franklin assumes no liability for any damages or loss resulting from any conflicts or discrepancies identifying the property lines or Right-of-Way lines. 8) The permitted facilities shall, if necessary, be altered at the expense of the Permittee to permit alteration, improvement, or maintenance of the right-of-way as may hereafter be ordered. The entire cost of constructing and maintaining the permitted facilities shall be the obligation of the Permittee unless a contract for such costs has been executed. 9) Unless otherwise stipulated, Permittee shall notify the City at (414) 425-7510 at least three (3) business days in advance of said operations. 10) A copy of this approval, along with any plans and special provisions, shall be available on the job site. 11) All work shall be completed in full compliance with the City of Franklin Design Standards and Construction Specifications. 12) All worksite traffic control shall be in full compliance with the Manual of Uniform Traffic Control Devices (MUTCD)- latest edition. 13) No portion of the traveled roadway or sidewalk/pathway may be closed to traffic without specific prior permission from the City Engineer. Such permission, if granted, will be stipulated in the Special Stipulations section. When one-way traffic or a detour is used, the Permittee shall provide ALL NECESSARY SIGNS, FLAGMEN, AND LIGHTS required according to the “Manual on Uniform Traffic Control Devices.” Failure to comply with traffic control measures shall be grounds for an immediate stop work order until all traffic control measures are corrected. This includes, but is not limited to, work zone flagging, work zone signage, traffic cones, and barricades. 14) Sites from November 21st to March 15th shall allow adequate clearances and accommodations for snow plow operations. DPW Superintendent (414) 425-2592 may be contacted for site-specific adequacy. 15) Wherever excavation occurs, the spoils shall be hauled away and the disturbed area shall be backfilled, the backfill material shall conform to the requirements of Section 10.11.3 of City of Franklin Design Standards and Construction Specifications. No stockpiling in the right-of-way is permitted. 16) Detours must be approved by the City Engineer and/or Board of Public Works. When a detour is allowed, Permittee shall notify local newspapers, schools, and fire/police dispatches in sufficient advance of the work being started. 17) Access to all private drives and public street intersections shall be maintained. Notifications to affected residents and traveling public are the responsibility of the Permittee and documentation of notification shall be submitted to the City. 18) All disturbed areas shall be returned to their present condition or better, subject to the satisfaction of the City. 19) No tree or shrub shall be cut, trimmed, or damaged to facilitate the installation or maintenance of the permitted facility except as authorized by the City. Any brush, trash, or waste materials resulting from the permitted works shall be removed from the Right- of-Way. The city may charge $400/tree to replace any removed trees. 20) Upon completion of the work, the Permittee shall file a written notice to the City of Franklin Engineering Department along with a record drawing of the completed work. Final approval and release shall not be granted until the City of Franklin grants approval. 21) The Permittee shall assure that proper erosion control measures are implemented before and at all times during work operations. The Permittee shall also be responsible for providing and maintaining erosion control measures to protect all restored areas upon completion of the permitted works until the replacement vegetation achieves sustained growth. Failure to comply with adequate erosion and sediment control measures shall be grounds for an immediate stop work order until all erosion and sediment control measures are corrected. This includes but is not limited to, street sweeping, inlet protection, ditch checks, and silt fences. 22) The permit does not transfer any land; nor give, grant, or convey any land right, right in land, nor easement. 23) Unless specifically authorized, no storage of equipment/vehicles or any material is allowed in the right-of-way after working hours. 24) Failure to satisfactorily complete restorations within one (1) year to the date of the permit will be cause for the forfeit of Refundable Permit Fees. If the Permittee fails to make proper restoration within the time specified, the work may be done by City, or authorized representatives, and the Permittee will forfeit the deposit. Continued failure to properly restore all pavement, side roads, private entrances, sidewalks, ditches, drainage structures, turf areas, and appurtenances within the right of way will be cause for denial of additional permits. The restoration deposit will be refunded to the Permittee after the City is satisfied that all restoration has been completed and no further trench settlement will occur. CONTRACTOR SHALL MAINTAIN A COPY OF THIS PERMIT ON SITE AT ALL TIMES. 25) This permit is concerning work on City-owned right-of-way or property only. The permittee shall seek approval from others, as applicable, if the project involves Wisconsin Department of Transportation public right-of-way, Milwaukee County public right-of- way, and/or other private individual property owner(s). 26) The City Engineer reserves the right to revoke this permit at any time if, in its judgment, it is in the best interest of the City of Franklin to do so. The Permittee is still under obligation to make complete restorations or forfeit the Refundable Permit Fees. 27) Municipal citations may be issued for failure to comply with the terms of this permit per Franklin Municipal Code §222-4. 28) This application approval and permit issuance is specifically subject to and conditioned upon the approval by the City of Franklin of a Special Use Application submitted by the Permittee for the subject facilities installation, under in part, §15-3.0805 WIRELESS TELECOMMUNICATIONS TOWERS AND ANTENNAS, subs. G. Special Uses, and §15-3.0701 GENERAL STANDARDS FOR SPECIAL USES, of the City of Franklin Unified Development Ordinance, excepting those terms and provisions thereof which have been preempted by Wis. Stat. § 66.0404 Mobile tower siting regulations. Any failure to obtain approval or any denial of the Special Use Application shall render the approval granted hereunder and the permit issuance null and void. *” Note well- Meaning following words are of great importance: City of Franklin Engineering staff and Department of City Development staff have been informed that questions have arisen, not only state-wide, but also nation-wide, in part as to what specific service the Permittee is actually and factually providing, and perhaps whether the Permittee is a utility and/or an alternative telecommunications utility, and as such, whether federal and state laws relating to local right-of-way regulation of telecommunications service providers and municipal regulation of telecommunications service providers apply. 29) Unless otherwise noted, this permit will expire one year after the issue date. 30) Directional bore only. 31) Restore Right-of-Way with topsoil and seed. 32) No open-cut pavement, potholes, or daylighting in the roadway or driveway, unless it is authorized by the City before construction starts, please contact the City of Franklin Department of Public Works at 414-425-2592, a minimum of two business days before work to coordinate the location and the type of restoration for the open cut in pavement. All pavement removal/daylighting utilities/coring in pavement shall require full-depth saw cutting and a minimum of 2’X2’ section openings or as directed by the City of Franklin Department of Public Works representative. Unless otherwise authorized, the open-cut pavement shall not exceed 3 calendar days without being properly restored. 33) No open-cut pavement or steel plating in the roadway is permitted from November 21st to March 15th. Additionally, no cold patch is permitted to be used for restoration. 34) No sidewalk removal without prior approval from the City of Franklin DPW. All temporary and/or permanent not limited to (slurry backfill, pavement restoration, sidewalk restoration, driveway restoration, curb and gutter restoration, pavement saw cut limits, etc.) must be approved and inspected by the City of Franklin representative. Contact the City of Franklin Department of Public Works at 414-425-2592, a minimum of two business days before work to coordinate an inspection. 35) All temporary and/or permanent not limited to (slurry backfill, pavement restoration, sidewalk restoration, driveway restoration, curb and gutter restoration, pavement saw cut limits, etc.) must be approved and inspected by the City of Franklin representative. Contact the City of Franklin Department of Public Works at 414-425-2592, a minimum of two business days before work to coordinate an inspection. 36) Maintain a minimum of 4 feet horizontal separation from outside wall to outside wall between the proposed utility bore and any existing water mains and hydrants, sanitary sewer pipes/structures, storm sewer pipes/structures, and culverts. 37) Maintain a minimum of 24 inches of vertical clearance when crossing existing water mains and water services, sanitary sewer mains, and sanitary sewer laterals. 38) Maintain a minimum of 18 inches of vertical clearance when crossing existing storm sewer utilities. 39) In open ditch areas maintain a minimum of 24 inches of vertical clearance measured from the flow line of the stormwater ditch to the proposed utility bore. END OF PERMIT STIPULATIONS CONTRACTOR SHALL MAINTAIN A COPY OF THIS PERMIT ON SITE AT ALL TIMES. Permit Closeout and Release of Refundable Surety Bond Upon Completion of permitted work please send an email to kbaker@franklinwi.gov attached with a copy of this approved permit for final inspection to process the release of refundable surety bond. Comments on Closeout o Work appears to have been completed satisfactorily and all surety may be released o Work was not completed satisfactorily and all/some of the surety is kept. Describe: Final Inspection By: Title: Signature: Date: CONTRACTOR SHALL MAINTAIN A COPY OF THIS PERMIT ON SITE AT ALL TIMES. OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHW OHW 14IN CPP24IN RCP ATT HANDHOLE HANDHOLE OHWOHWOHWOHWOHW OHWOHWOHWOHWOHW OHWOHWOHWOHWOHW FO ATT E FO ATT FO ATT FO ATT FO ATT FO ATT FO ATTFO ATTFO ATTFO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT FO ATT GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 9+51 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00PL ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW PL PL PL PL PL ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW PL PL PL PL PL ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW PL PL PL PL PL PL ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW P/E P/E P/E P/E P/E P/E P/E P/E P/E P/E P/E P/E P/E P/E P/E T/E STA:16+03.10 RIM: 672.55 MH40523 STA:14+48.41 RIM: 674.77 MH40524 STA:10+00.00 RIM: 670.52 LOCAL MH 2 STA:14+48.36 RIM: 672.68 LOCAL MH 3 STA:14+57.45 RIM: 664.24 REV. NO. DATE REVISION DESCRIPTION BY APVDAPVD CHK DR DSGN This Design Prepared For MMSD By: MMSD FILE: CONTRACT: DATE: SHEET: H. BLACKWELDERREUSE OF DOCUMENTS HORIZONTAL DATUM NAD83 WISCONSIN STATE PLANE SOUTH ZONE COORDINATE SYSTEM N S. 27TH ST. / STH 241 ROOT RIVER ZONE AE FLOODWAY ZONE X ZONE X W. SOUTH COUNTY LINE RD. MILWAUKEE COUNTYRACINE COUNTY WETLAND APPROX. TEMPORARY EASEMENT APPROX. PERMANENT EASEMENT ALIGNMENT ACROSS ROOT RIVER MUST REMAIN UNCHANGED TO CORRESPOND TO TO HAND AUGER SAMPLE LOCATIONS. SHIFTING MH40523, AND LOCAL MH 2 AND 3 NORTH INTO PRIVATE PROPERTY WOULD MAKE ACCESS AND FUTURE CONNECTIONS FOR CITY OF FRANKLIN DIFFICULT. SOUTHERNMOST MANHOLE MUST BE NORTH OF THE MILWAUKEE/RACINE COUNTY LINE MIN 10' SEPERATION BETWEEN CONSTRUCTION AND OVERHEAD UTILITY HAND AUGER (TYP.) MH40522 MANHOLE LOCATED TO LIMIT IMPACTS TO PRIVATE PROPERTIES. SHIFTING NORTH OUT OF THE FLOOPLAIN WOULD INCREASE REQUIRED EASEMENTS. ROW PLAN 1" = 100' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE MILWAUKEE METROPOLITAN SEWERAGE DISTRICT. NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 M. POLINSKE T. REINBOLD Total Integrated Enterprises METROPOLITAN INTERCEPTOR SEWER OAK CREEK SOUTHWEST MIS EXTENSION MANHOLES WITHIN WETLAND AND FLOODPLAIN FIGURE 1 NOVEMBER, 2025 C02013C01 MH WETLAND FLOODPLAIN.dwg