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Home My WebLink AboutOrdinance 47-O-25 Approving a Minor Adjustment to the Planned Development at 1501 Central Street7/28/25 47-O-25 AN ORDINANCE Approving a Minor Adjustment to the Planned Development for the U2 University Athletics Facilities District Previously Authorized by Ordinance 108-O-23 WHEREAS, the City of Evanston is a home-rule municipality pursuant to Article VII of the Illinois Constitution of 1970; and WHEREAS, as a home rule unit of government, the City has the authority to adopt legislation and to promulgate rules and regulations that protect the public health, safety, and welfare of its residents; and WHEREAS, it is a well-established proposition under all applicable case law that the power to regulate land use through zoning regulations is a legitimate means of promoting the public health, safety, and welfare; and WHEREAS, Division 13 of the Illinois Municipal Code (65 ILCS 5/11 -13-1, et seq.) grants each municipality the power to establish zoning regulations; and WHEREAS, pursuant to its home rule authority and the Illinois Municipal Code, the City has adopted a set of zoning regulations, set forth in Title 6 of the Evanston City Code of 2012, as amended, (“the Zoning Ordinance”); and WHEREAS, on November 20, 2023, the City Council enacted Ordinance 108-O-23, attached hereto as Exhibit 1 and incorporated herein by reference, which granted a Special Use Permit for a Planned Development (the “Planned Development”) Page 101 of 182 47-O-25 ~2~ in the U2 University Athletics Facilities District (the “Subject Property”), which is legally described in Exhibit 1; and WHEREAS, Ordinance 108-O-23 approved the demolition and reconstruction of the Ryan Field Stadium and Ancillary Maintenance Building located at the Subject Property (the “Project”), which is detailed at length in Exhibit 1; and WHEREAS, by submitting an application to amend a planned development (the “Application”) to the City, the Applicant, Northwestern University (the “Applicant”), requested a minor adjustment to modify the previously approved development plans, with such modifications portrayed in Exhibit 2 attached hereto and incorporated therein (the “Modified Development”), the Applicant seeks to renovate Kirpatrick Stadium, as detailed in the Application, attached hereto as Exhibit 3; and WHEREAS, on July 28, 2025, the Planning and Development Committee (“P&D Committee”) held a meeting, in compliance with the provisions of the Illinois Open Meetings Act (5 ILCS 120/1 et seq), during which it considered the Applicant’s request; and WHEREAS, during said meeting, the P&D Committee received input from the public, carefully deliberated on the minor adjustment, and recommended approval thereof by the City Council; and WHEREAS, at its meetings on July 28 and August 25, 2025, held in compliance with the provisions of the Illinois Open Meetings Act, the City Council considered the P&D Committee’s recommendation, heard public comment, made findings, and adopted said recommendation; and Page 102 of 182 47-O-25 ~3~ WHEREAS, it is well-settled law in Illinois that the legislative judgment of the City Council must be considered presumptively valid (see Glenview State Bank v. Village of Deerfield, 213 Ill.App.3d 747) and is not subject to courtroom fact -finding (see National Paint & Coating Ass’n v. City of Chicago, 45 F.3d 1124), NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS, THAT: SECTION 1: The foregoing recitals are hereby found as fact and incorporated herein by reference. SECTION 2: Pursuant to the terms and conditions of this ordinance, the City Council hereby grants an amendment to the Special Use Permit previously authorized by Ordinance 108-O-23 to allow for modifications to the previously approved development plans of the Planned Development described herein. SECTION 3: Pursuant to Subsection 6-3-6-10 of the Zoning Ordinance, the Applicant shall, at its cost, record a certified copy of this ordinance, including all exhibits attached hereto, with the Cook County Recorder of Deeds, and provide proof of such recordation to the City, before the City may issue any permits pursuant to the Planned Development authorized by the terms of this ordinance. SECTION 4: Except as otherwise provided for in this Ordinance 47-O-25, all applicable regulations and conditions of Ordinance 108-O-23 shall apply to the Subject Property and remain in full force and effect with respect to the use and development of the same, with the following exception: 1. Condition 17 contained within Ordinance 108-O-23, is hereby amended to include the work as shown in the modified plans as attached in Exhibit 2. Page 103 of 182 47-O-25 ~4~ SECTION 5: Pursuant to Subsection 6-3-5-12 of the Zoning Ordinance, the City Council imposes the following conditions on the aforementioned Minor Adjustment Approval granted hereby, and violation of any of which shall constitute grounds for penalties and revocation of said Minor Adjustment pursuant to Subsections 6-3-10-5 and 6-3-10-6 of the Zoning Ordinance: 1. Sports/field lighting and amplified sound at the Kirkpatrick Stadium/Drysdale Field shall be used only during the following events and times: a. Collegiate softball practices and non-collegiate softball practices, as well as non-collegiate softball games: sports/field lighting may be used up to 12 evenings per calendar month between March 1st and October 31st on any year. Sports/field lighting usage shall be prohibited after 9:00pm on any day. The usage of amplified sound during these events is limited to emergency announcements and safety communications. Additional use beyond 12 days per month, or after 9:00pm, may be permitted with prior written notice and approval from the City Manager or their designee. If usage of sports/field lighting occurs in excess of the 12-evenings per month as granted, which excess usage was not previously approved by the City Manager or their designee, Northwestern must adjust the evening usage schedule in the following year to ensure there will be no excess beyond the 12-evening-per-month limitation. If usage beyond the 12-evening-per- month limitation occurs in the following year, which excess usage is not previously approved by the City Manager, Northwestern will be subject to fines of up to $1,500.00 per occurrence. b. Northwestern Woman’s Softball Team regular season games (approximately 15 games per year): Lighting and amplified sound may be used from 1-hour before the game begins until no later than 1 hour after the game is over. c. Collegiate Woman’s Softball post-season tournaments when Northwestern is the host. Such tournaments are further defined as “Regional” and “Super Regional” tournaments (or any future postseason structure adopted by the NCAA or equivalent governing body), consisting of approximately 7 games per year for “Regional” tournaments and approximately 3 games per year for “Super Regional” tournaments: Lighting and amplified sound may be used from 1-hour before each game begins until no later than 1 hour after the game is over. Page 104 of 182 47-O-25 ~5~ For any instance, event, or time outside of those described in 1a through 1c above, the reasonable usage of amplified sound at the Kirkpatrick Stadium/Drysdale Field may be permitted with prior written approval from the City Manager or their designee, subject to reasonable notice and good-faith coordination, and the reasonable usage of sports/field lighting at the Kirkpatrick Stadium/Drysdale Field is permitted when used for safety, security, wayfinding and path lighting, and other lighting purposes as may be permitted with prior written approval from the City Manager or their designee, subject to reasonable notice and good-faith coordination. For the purposes of this condition, the allowed sports/field lighting is as shown on sheets SL01-02, dated 05/14/25, and sheet SL, dated 06-26-25, as prepared by Perkins & Will. 2. Kirkpatrick Stadium/Drysdale Field site lighting shall include programmable controls to allow for the dimming of the field lights and site lighting at the Stadium. 3. Amplified sound at Kirkpatrick Stadium/Drysdale Field shall be limited to no more than 70 DBH at the property line. 4. Usage of the Kirkpatrick Stadium for spectator events shall not overlap usage times for spectator events occurring at other venue’s/facilities within the subject property/Planned Development (i.e. the overall NU Central Street Athletic Campus). 5. Should continual complaints regarding noise be received by the City, the Applicant, upon request by the City, shall employ a qualified acoustic firm to monitor noise at the property lines adjacent to Kirkpatrick Stadium/Drysdale field and prepare a report for City review, which shall include strategies to reduce noise generated by events at Kirkpatrick Stadium. 6. Signage shall be reviewed and approved separately as part of a Unified Signage Plan for the stadium. 7. A final photometric plan must be provided as part of building permit submittal, which shall include illumination from all fixtures in the vicinity of the new softball stadium, not just the field light fixtures. Illumination at property lines adjacent to the new softball stadium shall not exceed 0.1 footcandle or the level as approved within the Ryan Field PD, whichever is greater. 8. Should traffic or parking become an issue during events at Kirkpatrick Stadium/Drysdale Field, which shall be at the discretion of the City, the Applicant shall work with the City to address any such issues to the satisfaction of the City, which may include, but is not limited to, adjustments to event times, the use of shuttles, and the employment of traffic management personnel (either City of Evanston Police officers or qualified traffic management firms). 9. That the Applicant sign and agree to a Construction Management Plan (CMP) with the City of Evanston prior to the issuance of any building permits. The CMP Page 105 of 182 47-O-25 ~6~ must include but is not limited to the following: water and sewer utility connections, construction staging plan, off-site and on-site construction parking restrictions, construction truck routes, hours of operation, if necessary, foundation survey of surrounding structures including weekly reporting of seismographs for the duration of demolition and construction, submittal of environmental testing report prior to construction, visibility diagram for all construction site access points, a proposed schedule for street opening for utility connections with cross-section details, and a communications plan including but not limited to project updates via monthly newsletter and project website. 10. The portable bleachers shall be removed from the three parking stalls where they are shown on sheet A01-01 and stored so as not to encroach on any parking stalls from May 31st thru December 1st, on any year. To the extent that the terms and/or provisions of any of said documents conflict with any of the terms herein, this Ordinance 47-O-25 shall govern and control. SECTION 6: When necessary to effectuate the terms, conditions, and purposes of this ordinance, “Applicant” shall be read as “Applicant and its agents, assigns, and successors in interest” and shall mean Northwestern University, and any and all successors, owners, and operators of the Subject Property. SECTION 7: This ordinance shall be in full force and effect from and after its passage, approval, and publication in the manner provided by law. SECTION 8: Except as otherwise provided for in this ordinance, all applicable regulations of the Zoning Ordinance and the entire City Code shall apply to the Subject Property and remain in full force and effect with respect to the use and development of the same. To the extent that the terms and provisions of any of said documents conflict with the terms herein, this ordinance shall govern and control. SECTION 9: All ordinances or parts of ordinances that are in conflict with the terms of this ordinance are hereby repealed. Page 106 of 182 47-O-25 ~7~ SECTION 10: If any provision of this ordinance or application thereof to any person or circumstance is ruled unconstitutional or otherwise invalid, such invalidity shall not affect other provisions or applications of this ordinance that can be given effect without the invalid application or provision, and each invalid provision or invalid application of this ordinance is severable. SECTION 11: The findings and recitals herein are hereby declared to be prima facie evidence of the law of the City and shall be received in evidence as provided by the Illinois Compiled Statutes and the courts of the State of Illinois. Approved: __________________________, 2025 _______________________________ Daniel Biss, Mayor Attest: _____________________________ Stephanie Mendoza, City Clerk Approved as to form: _______________________________ Alexandra Ruggie, Corporation Counsel Page 107 of 182 September 09 Introduced:_________________, 2025July 28, Adopted:__________________, 2025September 08 47-O-25 ~8~ Page 108 of 182 47-O-25 ~9~ EXHIBIT 1 ORDINANCE 108-O-23 Page 109 of 182 UIMfflM *2335215023* 31.00F ee $“IfDoc# 23352150; RHSP FEE:$18.00 RPRF FEE: $1.60 1 OF 54PG: All of which appear from the records and files presented in my office r / 4 / Z '} of December, 20235th d Omar Sheikh, Deputy City Clerk Certificate as Keeper of Records, Files and Seals KAREN «. YARBROUGH COOK COUNTY CLERK BATE: 12/18/2023 02:35 PM I, Omar Sheikh, Deputy City Clerk of the City of Evanston in the County of Cook and State aforesaid, United States of America and Keeper of the Records, Files and Seal of said City, do hereby certify that attached hereto is a true and correct copy of a 108-0-23 AN ORDINANCE Granting a Special Use for a Planned Development to Demolish the Existing Ryan Field and Ancillary Maintenance Building and Construct A New Stadium in the U2 University Athletics Facilities District certified on December 5, 2023. < — 2 IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal of the City of Evanston this STATE OF ILLINOIS ) )§ COUNTY OF COOK) T Page 110 of 182 11/20/2023 WHEREAS, the City of Evanston is a home-rule municipality pursuant to Article VII of the Illinois Constitution of 1970; and WHEREAS, as a home rule unit of government, the City has the authority to adopt legislation and to promulgate rules and regulations that protect the public health, safety, and welfare of its residents; and WHEREAS, Article VII, Section 6(a) of the Illinois Constitution of 1970, states that the “powers and functions of home rule units shall be construed liberally,” was written “with the intention that home rule unit be given the broadest powers possible” (Scadron V. City of Des Plaines, 153 IIL2d 164, 174-75 (1992)); and WHEREAS, it is a well-established proposition under all applicable case law that the power to regulate land use through zoning regulations is a legitimate means of promoting the public health, safety, and welfare; and, WHEREAS, Division 13 of the Illinois Municipal Code (65 ILCS 5/11-13-1, etseq.) grants each municipality the power to establish zoning regulations; and, WHEREAS, pursuant to its home rule authority and the Illinois Municipal Code, the City has adopted a set of zoning regulations, set forth in Title 6 of the Evanston City Code of 2012, as amended (“the Zoning Ordinance”); and 1~ Page 1 of 17 Granting a Special Use for a Planned Development to Demolish the Existing Ryan Field and Ancillary Maintenance Building and Construct A New Stadium in the U2 University Athletics Facilities District 108-0-23 AN ORDINANCE Page 111 of 182 108-0-23 WHEREAS, Northwestern University, (“Applicant”) has petitioned the City Council of the City of Evanston for approval of a Planned Development to demolish the existing Ryan Field and ancillary maintenance building and construct a new one hundred sixteen foot (1161) tall stadium with a 35,000 spectator capacity in the U2 University Athletics Facilities District, located at 1501 Central Street, legally described herein (“Subject Property”), attached hereto and incorporated herein by reference as Exhibit “A”; and WHEREAS, Applicant has petitioned the City Council of the City of Evanston, for approval of the following (collectively, the “Zoning Approval”): A. A Special Use Permit for a Planned Development on the Subject Property per Section 6-3-6 of the Zoning Ordinance. B. The following Site Development Allowances as permitted by Section 6-3-6 of the Zoning Ordinance: all to allow the construction and operation of a 116-foot tall stadium with a 35,000 spectator capacity on the Subject Property in the U2 University Athletics Facilities District; and WHEREAS, following due and proper publication of notice in the Pioneer 2 Page 2 of 17 1. 1,408 total parking spaces (515 on-site, 893 in parking lot within 1,000 feet) where 4,364 are required for the principal uses on the zoning lot 2. A landscape strip of less than 35 feet (specifically, 16 feet, 3 inches at closest point at the north-south and east-west property lines at the northeast corner of the lot) where 35 feet is required when abutting a residential district, and 3. Open parking area with a 6 feet, 10 inch interior side yard setback where 15 feet is required Page 112 of 182 108-0-23 North not less than fifteen (15) nor more than thirty (30) days prior thereto, and following proper written notice to property owners, and following the placement of signs on the Subject Property not less than ten (10) days prior thereto, the Evanston Land Use Commission (“LUC”) conducted public hearings on September 6, 2023, September 27, 2023, and October 11, 2023 regarding case no. 23PLND-0035 to consider the requested Zoning Approval at which the Applicant presented evidence, testimony, and exhibits in support of the Zoning Approval, and at which interested parties were provided the opportunity to provide public comment; and WHEREAS, after having considered the evidence presented, the LUC made the following findings regarding standards for a special use pursuant to Section 6- 3-5-10: ■3 Page 3 of 17 4. Does not interfere with or diminish the value of property in the neighborhood: The construction of a smaller, more efficient stadium for football is expected to 2. Complies with the purposes and the policies of the Comprehensive General Plan and the Zoning ordinance as amended from time to time: The Comprehensive General Plan and the Zoning Ordinance support the growth and evolution of the University while recognizing its place in a residential environment. The proposed stadium aligns with these plans and regulations and aims to minimize adverse effects such as traffic congestion, so the standard is met. 3. Will not cause a negative cumulative effect, when its effect is considered in conjunction with the cumulative effect of various special uses of all types on the immediate neighborhood and the effect of the proposed type of special use upon the City as a whole: The rebuilding of the stadium offers an opportunity to address existing issues related to traffic management, sound mitigation, and accessibility. The reduced capacity of the stadium will likely have a positive impact on the neighborhood and so the standard is met. 1. Is one of the listed special uses for the zoning district in which the property lies: The stadium is a permitted use in the U2 District, so the standard is met. Page 113 of 182 108-0-23 7. Preserves significant historical and architectural resources:The present 8. Preserves significant natural and environmental resources:The proposal WHEREAS, after having considered the evidence presented, the LUC made the following findings regarding standards for Special Use for Planned Developments pursuant to Section 6-3-6-9: 4~ Page 4 of 17 1. The requested Site Development Allowance(s) will not have a substantial adverse impact on the use, enjoyment or property values of adjoining properties that is beyond a reasonable expectation given the scope of the applicable Site Development Allowance(s) of the Planned Development location: The request includes a better use of the environment by utilizing outdoor spaces for various events in the future. The plan addresses stormwater management and aligns with sustainability standards, including LEED Gold certification, the Green Building Ordinance, as well as Bird Friendly Evanston meeting the standard. enhance the overall neighborhood and potentially increase property values therefore the standard is met. stadium, although designed by a prominent architect, is not historically significant. The University is in discussions with the Potawatomi Tribe to address their concerns regarding the protection of artifacts which will be noted as a condition in the decision, so the standard is met. 9. Complies with all other applicable regulations of the district in which it is located and other applicable ordinances, except to the extent such regulations have been modified through the planned development process or the grant of a variation: Replacing a 100-year-old stadium with a more efficient, accessible, and code- compliant facility meets the standard. 5. Is adequately served by public facilities and services: The development of a state-of-the-art stadium will increase the demand on public facilities and services, necessitating coordination between the University, the City, and MWRD for water detention and management. The expectation is that the University is willing to invest in necessary improvements to enhance their facility's functionality, thereby meeting this standard. 6. Does not cause undue traffic congestion: The construction of the stadium will impact traffic in the area, but there is an opportunity to create a more effective traffic management plan and so the standard is met. Page 114 of 182 108-0-23 Development Allowance(s):Several public benefits have been discussed, WHEREAS, at its meetings on October 30, 2023 and November 13, 2023, held in compliance with the Illinois Open Meetings Act, the City Council considered the aforementioned findings of fact, as amended and outlined herein, and finds it appropriate to grant the Zoning Approval as recommended by the Land Use Commission; and WHEREAS, it is well-settled law that the legislative judgment of the City Council must be considered presumptively valid (see Glenview State Bank v. Village of Deerfield, 213 III. App.3d 747) and is not subject to courtroom fact-finding (see National 5 Page 5 of 17 5. Public benefits that are appropriate to the surrounding neighborhood and the City as a whole will be derived from the approval of the requested Site 2. The proposed development is compatible with the overall character of existing development in the immediate vicinity of the subject property: The proposed stadium design aligns with modern standards and improvements that are necessary for a 21st-century collegiate stadium thus meeting the standard. 4. The proposed development aligns with the current and future climate and sustainability goals of the City: The proposed stadium design incorporates various codes, ordinances, and guidelines, incorporating bird-friendly building design, and using eco-friendly materials so the standard is met. including local hiring initiatives for minority and women-owned businesses, marketing and advertising support for Central Street, an all-electric Net Zero Ryan Field, additional Divvy bike stations, environmental considerations such as storm sewer replacement and others so the standard is met. for the stadium site allowances aligns with the existing conditions on the site, including setbacks and parking so the standard is met. 3. The development site circulation is designed to in a safe and logical manner to mitigate potential hazards for pedestrians and vehicles at the site and in the immediate surrounding area: The development site circulation is well-planned to ensure the safety of pedestrians and vehicles in the area and builds upon a century of experience operating football games on the site, so the standard is met. Page 115 of 182 108-0-23 Paint & Coating Ass’n V. City of Chicago, 45 F.3d 1124). NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS, THAT: SECTION 1: The City Council has considered the findings and recommendations of the LUC and the foregoing recitals are hereby found and adopted as fact with regard to the requested Zoning Approval. SECTION 2: Pursuant to the terms and conditions of this ordinance, the City Council hereby grants the Zoning Approval as applied for in zoning case no. 23PLND-0035, being as follows: A. A Special Use Permit for a Planned Development on the Subject Property per Section 6-3-6 of the Zoning Ordinance. B. The following Site Development Allowances as permitted by Section 6-3-6 of the Zoning Ordinance: 1. 2. 3. all to allow the demolition of the current Ryan Field and ancillary maintenance building and construction and operation of a new one hundred sixteen (116) foot tall stadium with seating capacity of approximately 35,000 spectators. ~6~ Page 6 of 17 Open parking area with a 6 feet, 10 inch interior side yard setback where 15 feet is required 1,408 total parking spaces (515 on-site, 893 in parking lot within 1,000 feet) where 4,364 spaces are required for the principal uses on the zoning lot A landscape strip of less than 35 feet (specifically, 16 feet, 3 inches at closest point at the north-south and east-west property lines at the northeast corner of the lot) where 35 feet is required when abutting a residential district, and Page 116 of 182 108-0-23 SECTION 3: Pursuant to Subsection 6-3-5-12 of the Zoning Ordinance, the City Council imposes the following conditions on the aforementioned Zoning Approval granted hereby, being a Special Use Permit for a Planned Development with Site Development Allowances as requested under zoning case no. 23PLND-0035, which may be amended by future ordinance(s), and violation of any of which shall constitute grounds for penalties or revocation of said Special Use Permit pursuant to Subsections 6-3-10-5 and 6-3-10-6 of the Zoning Ordinance: 1.A Traffic Management Plan for all events with expected capacity of more A Memorandum of Understanding (MOU) between the City of Evanston2. Use and reimbursement of City services for events. Coordination meetings for events. Security Plan Sustainability Plan Traffic Management Plan Alcohol Controls Public Benefits Community Input Implementation of mitigation measures at the University’s expense sug-3. Maintain use of best practice design elements proposed for the stadi- 7~ Page 7 of 17 and Northwestern University shall be approved that includes but is not limited to the fol lowing: gested within the Environmental Assessment Review and subsequent Peer Review, in cluding but not limited to: um including, utilization of a distributed house sound system within the seating bowl that limits noise levels to 70 DBH at the property line for all athletic events, use of enclosures and walls that help reduce sound emis sions to the surrounding community. than 5,000 attendees at the stadium shall be finalized prior to the completion of con struction and shall be reviewed administratively on an annual basis and when changes to events are proposed. Page 117 of 182 108-0-23 Add vertical barriers around the concourse areas or other openings in Implement the Best Management Practices (BMP) listed in the Trans- portation Management Plan (TMP) to reduce traffic generated noise. 4.Implementation of mitigation measures at the Applicant’s cost suggested Identify and design mitigation measures to enhance pedestrian safe- Enhance connections and linkages to transit. Include on-site transit information kiosks. Provide off-site parking for employees. Use of the plaza shall comply with all City Codes relating to noise.5. 6.Truck traffic and deliveries used for events to load and unload equipment shall be limited to the below grade area. That the development complies with Chapter 4-13, Floodplain Regula-7. That the development complies with the City’s bird-friendly design re-8. That the development complies with the City’s electric vehicle parking re-9. 8 Page 8 of 17 the stadium. Barriers can be permanent or retractable. Utilization of sound-absorbing materials on the exterior of stadium structures where ap propriate and effective shall also be incorporated into the building design. tions, of the Evanston City Code and the Watershed Management Ordinance of the Metropolitan Water Reclamation District, prior to the issuance of any building permits; quirements per §4-2-2, Table 406.2.7.2 of the City Code prior to the issuance of any building permits. quirements per Ordinance 83-0-22 and Green Building Ordinance 82-0-22 prior to the issuance of any building permits; within the Traffic Impact Study and subsequent Peer Review, including but not limited to: • Implement specific roadway improvements where necessary, feasible and practical, including: Incorporate sound dampening materials into design of mechanical equipment enclosure. ty. • Ensure ongoing compliance with the City of Evanston Multi-Modal Transportation Plan. Page 118 of 182 108-0-23 That the Applicant repair any damage done to public right-of-ways as a10. result of construction on site. 11.That the Applicant sign and agrees to a Construction Management Plan 13.A Ryan Field Sustainability Plan that includes both "Construction” and Operations” with either an all-electric net zero building or a pathway to net zero green- house gas emissions by 2040 where feasible: a. 1. 6. 7. b. “Operations’M 1. 4. 5. 9- Page 9 of 17 2. 3. 2. 3. 4. 5. (CMP) with the City of Evanston prior to the issuance of any building or demolition per mits. The CMP must include but is not limited to the following: water and sewer utility connections, construction staging plan, off-site and on-site construction parking re strictions, construction truck routes, hours of operation, a plan including cross-sections showing pedestrian access around the site with the use of curb ramps, signage and/or striping, if necessary, foundation survey of surrounding structures including weekly re porting of seismographs for the duration of demolition and construction, submittal of en vironmental testing report prior to construction, visibility diagram for all construction site access points, a proposed schedule for street opening for utility connections with cross- section details, traffic management plan that addresses events being held in the U2 Dis trict during construction, and a communications plan including but not limited to project updates via monthly newsletter and project website. Provide plan for deconstruction (not demolition) of the existing structure. Provide plan for onsite materials reuse Use low-carbon steel and low-carbon concrete Calculate embodied carbon Conduct feasibility study of greywater digester for food prep waste in concession areas Collaborate with ComEd on full building electrification, EV charging, and available incentives. Conduct new feasibility study of solar PV or solar parking canopies Plan a path towards net zero greenhouse gas emissions that pri marily addresses emissions from the building’s energy usage by 2040 Include food waste diversion services within the Stadium Complex. Include reusable food and beverage wares and the needed infra structure. Provide litter management plans for parking lot and neighboring ar eas Install hand dryers in restrooms 12. That the Applicant must record the approving ordinance with the Cook Coun ty Clerk’s Office. “Construction” Page 119 of 182 108-0-23 6. 14.The Applicant consults with Native American Tribal representatives and 15.The Applicant continues to engage with and address concerns from the 16.The Applicant provides funding for the City to initiate an independent peer The Applicant shall develop and operate the Planned Development au-17. The Applicant will provide the following public benefits:18. ~10 Page 10 of 17 thorized by the terms of this ordinance in substantial compliance with the following: the terms of this ordinance; the Development Plan in Exhibit B, attached hereto and incor porated herein by reference; all applicable City Code requirements; the Applicant's tes timony and representations and documents to the Land Use Commission and the City Council. For a period of fifteen (15) years commencing in 2024: a) Pay the City $3,000,000 annually as a Good Neighbor Fund, to further projects of interest to the City and Northwestern, with final decision of such projects being that of the City with a minimum of $1,000,000 dollars annually will be placed into the City’s Affordable Housing Fund and a minimum of $500,000 will be placed into the City’s Climate Action and Resiliency Fund. For the first ten (10) years, on each annual anniversary date of this Memorandum, the Good Neighbor Fund contribution will be adjusted by the change in the Consum er Price Index for the Chicago-Naperville-Elgin area published by the Bureau of La bor Statistics of the U.S. Department of Labor for the twelve-month period ending with the month preceding such annual anniversary date, with such CPI adjustment review of the stormwater management system and the geotechnical aspects of the pro ject. community with respect to the adequacy of on-site and off-site parking, pursuant to the Memorandum of Understanding. Utilize all electric shuttle buses for the transportation management plans for events. the State Historic Preservation Office relating to archaeological oversight before and during excavation and construction to ensure that Native American ancestral burials and archaeologically sensitive sites are treated in an appropriate manner. In accordance with Section 6-3-6-3 of the Evanston Zoning Ordinance, in order to provide benefits to the surrounding neighborhood and the City as a whole from the Ap proval Ordinances, to foster a broader relationship and strengthen a deeper connection between Northwestern and the entire Evanston community, and to help provide more opportunities for additional future collaboration and partnership between the Northwest ern and the Evanston community as a whole, and assuming the passage of the Approv al Ordinances, Northwestern retains its original rights therein, a new Ryan Field is re built, and a legal and regulatory environment that is substantially similar as existed as of the Effective Date, Northwestern agrees to the following public benefits: Page 120 of 182 108-0-23 11 Page 11 of 17 being capped at 3% for each twelve-month period. For years 11-15, the annual amount will be the same as year 10. b) An annual investment of $500,000 (as supported by a $10 million gift from the Ryan family to Northwestern) in Evanston local workforce development programming and upskilling initiatives, which may include contributions to other organizations, City programs or Northwestern programs that are committed to workforce development in Evanston. The City and Northwestern shall work together to develop the local work force development program. c) An annual investment of $500,000 in racial equity programming, which may include contributions to other organizations or City programs committed to racial equity. d) Contribute at least $1,000,000 per year in aggregate to Evanston nonprofit organiza tions, community groups, faith-based institutions and/or schools, which contributions shall be documented and provided to the City. e) Enhance efforts to increase applications and admittance of Evanston high school students to Northwestern, including by establishing a fund of at least $2,000,000 per year to award financial aid to such students. f) Contribute at least $250,000 annually towards the revitalization of downtown Evans ton, including programs such as the “clean team,” with the goal of continuing to make the downtown business district attractive for Northwestern students and Ev anston community members alike. g) Develop a local hiring and contracting program for design and construction jobs that encourages the hiring of minority and women-owned business enterprises (“M/WBE"), with priority given to Evanston-based businesses, which program shall reasonably target at least thirty-five percent 35% M/WBE participation in the design and construction of Ryan Field. In connection with its commitment to achieve 35% M/WBE participation, Northwestern shall implement or cause to be implemented ini tiatives for maximizing participation in the design and construction of Ryan Field, in cluding: developing and maintaining a project website where contractors and ven dors can access all project documents and sign up to receive notifications; collabo rating with local, small and minority business organizations to identify firms that may be interested in participating in the project, including, by way of example only, Re building Exchange, Hire360, HACIA and the Evanston Chamber of Commerce; host ing pre-construction job fairs; encouraging partnerships between M/WBEs and other vendors; and participating in workforce development initiatives. Northwestern shall publicize its progress towards the commitments above by providing transparent out line of efforts and reports at each major stage of the project. h) In partnership with the Kellogg School of Management, provide marketing and ad vertising support during the period of construction to help local businesses (including through the Central Street Business Association) maximize the positive impact of the new stadium. Engage with the City and other business districts during the construc tion period to endeavor to develop a cohesive plan to leverage the additional visitors to Evanston driven by Concerts to benefit businesses across the City. Such plan Page 121 of 182 108-0-23 12' Page 12 of 17 For a period of fifteen (15) years commencing in the year of completion of the newly rebuilt Ryan Field: a) Implement a Concert ticket surcharge in the targeted amount of $3 per ticket and coordinate with the City to remit the proceeds equitably between the two Evanston public school districts to be used for equitable purposes, and Northwestern will guarantee such proceeds of at least $500,000 in the aggregate annually. For the first ten (10) years, on each annual anniversary date of this Memorandum, such guaranteed proceeds from the Concert ticket surcharge will be adjusted by the change in the Consumer Price Index for the Chicago-Naperville-Elgin area published by the Bureau of Labor Statistics of the U.S. Department of Labor for the twelve month period ending with the month preceding such annual anniversary date, with such CPI adjustment being capped at 3% for each twelve-month period. For years 11-15, the annual amount will be the same as year 10. b) Guarantee at least $2,500,000 in tax revenue, from liquor and amusement taxes col lected directly from all events held at Ryan Field. A minimum of $1,000,000 annually of the tax revenue received by the City will be placed into the City’s Affordable Hous ing Fund. Annually, provide the City with the difference between (a) $2,500,000 and (b) the amount of taxes collected annually by the City from all events held at Ryan Field. In connection with the foregoing, the City shall provide Northwestern with the amount of collected taxes the previous year by January 31 and Northwestern shall pay the difference, if any, due within 60 days. Such $2,500,000 tax guarantee is reli ant on the ability of Northwestern to rebuild Ryan Field and host Concerts at Ryan Field as provided for in the Approval Ordinances without unreasonable restraints im posed by the City beyond those contained in the Approval Ordinances, provided that the amusement and liquor tax rates in effect as of the Effective Date shall not be deemed unreasonable restraints. In the event that Northwestern demonstrates that such unreasonable restraints being imposed by the City adversely effect Concerts beyond general market risk factors, then such public benefit will be reduced and/or eliminated accordingly at Northwestern’s discretion. Any disputes between the Par ties related to such restraints and their impact on Concerts that remain unresolved after good faith negotiations between the Parties shall then be subject to mediation. may include elements such as ticket packages, meal discounts, marketing, and parking/transportation coordination. i) Partner with the City to assist with fundraising efforts for the Guaranteed Basic In come Program. j) Coordinate with the City to establish an internship program at the City for North western students. k) Partner with the City to evaluate and explore joint development projects in a manner that can strategically address key issues and opportunities in the City. Where im pactful, make available and utilize the University’s research and policy expertise to inform decision-making on key issues. Page 122 of 182 108-0-23 13 Page 13 of 17 For the avoidance of doubt, none of the above eighteen (18) public benefits shall be binding, enforceable or paid unless the Approval Ordinances are passed, Northwestern retains its original rights therein, a new Ryan Field is rebuilt, and the legal and regulatory environment is substantially similar as existed as of the Effective Date. Northwestern agrees it will not hold Concerts as authorized by Ordinance 107-0-23 un less Ryan Field is rebuilt. However, if the Approval Ordinances are passed but North western decides not to rebuild a new Ryan Field, Northwestern agrees to the following single public benefit (which shall not be deemed a tax or payment in lieu thereof): For a period often (10) years commencing in 2024: 1. Pay the City $3,000,000 annually as a Good Neighbor Fund, to further projects of interest to the City and Northwestern, with final decision of such projects being that of the City (which shall include Affordable Housing). On each annual anniversary date of this Memorandum, the Good Neighbor Fund contribution will be adjusted by the change in the Consumer Price Index for the Chi- cago-Naperville-Elgin area published by the Bureau of Labor Statistics of the U.S. Department of Labor for the twelve-month period ending with the month preceding such annual anniversary date, with such CPI adjustment being capped at 3% for each twelve-month period. For the first ten (10) years, on each annual anniversary date of this Memorandum, such guaranteed tax revenue from liquor and amusement taxes collected directly from all events held at Ryan Field will be adjusted by the change in the Consumer Price Index for the Chicago-Naperville-Elgin area published by the Bureau of Labor Statistics of the U.S. Department of Labor for the twelve-month period ending with the month preceding such annual anniversary date, with such CPI adjustment being capped at 3% for each twelve-month period. For years 11-15, the annual amount will be the same as year 10. c) Host and co-sponsor with the City an annual signature event in Evanston, contrib uting at least $250,000 per year to such programming. The City shall determine the details for the signature event, which shall be coordinated with Northwestern. d) Provide reasonable access for the public to the new open spaces from 7:00am to 9:00pm free of charge, subject to reasonable rules and regulations and closures for other purposes. e) Use efforts to communicate with any Concert promoters to determine whether ad vance ticket pre-sale windows or other ticket arrangements might be made available exclusively for members of the Evanston community. f) Coordinate community movie nights and seasonal festivals at dates and times in formed by public input, free of entry charge. g) Coordinate with the City to facilitate the installation of a local, Evanston-focused mu ral on the southeast faade of the rebuilt Ryan Field which may include Evanston- focused promotion, text and/or names. Page 123 of 182 108-0-23 19.The Applicant shall follow the general conditions, site controls and stand ards as enumerated in Section 6-18-1-9 of the Evanston City Code. SECTION 4: When necessary to effectuate the terms, conditions, and purposes of this ordinance, “Applicant” shall be read as “Applicant’s tenants, agents, assigned, and successors in interest.35 SECTION 5: The City Council may, for good cause shown, waive or modify any conditions set forth in this Ordinance without requiring that the matter return for public hearing. SECTION 6: The Building Official is hereby authorized and directed to issue building permits for the Subject Property, consistent with the approvals granted herein, provided that all conditions set forth hereinabove have been met and that the requested construction complies with all other applicable laws and ordinances. This grant of the approvals shall expire and become null and void twenty-four (24) months from the date of passage of this Ordinance per Section 6-3-6-4(D) unless a building permit to begin construction per this Ordinance is applied for within said twenty-four (24) month time period and construction is continuously and vigorously pursued provided, however, the City Council, by motion, may extend the period during which permit application, construction, and completion shall take place. SECTION 7: This ordinance shall be in full force and effect from and after its passage, approval, and publication in the manner provided by law. SECTION 8: All ordinances or parts of ordinances in conflict herewith are hereby repealed. 14' Page 14 of 17 Page 124 of 182 108-0-23 SECTION 9: If any provision of this ordinance or application thereof to any person or circumstance is ruled unconstitutional or otherwise invalid, such invalidity shall not affect other provisions or applications of this ordinance that can be given effect without the invalid application or provision, and each invalid provision or invalid application of this ordinance is severable. SECTION 10: The findings and recitals contained herein are declared to be prima facie evidence of the law of the City and shall be received in evidence as provided by the Illinois Compiled Statutes and the courts of the State of Illinois. October 30Introduced:, 2023 Approved: November 20 November 26Adopted:, 2023 , 2023 Daniel Biss, Mayor Attest:Approved as to form: % OWdoza,City Clerk Alexandra B. Ruggie,poration Counsel ~15~ Page 15 of 17 Page 125 of 182 108-0-23 EXHIBIT A LEGAL DESCRIPTION ALSO ALSO ALSO ~13 EXCEPTING THEREFROM THAT PART BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE NORTH LINE OF CENTRAL STREET WITH THE EAST LINE OF THE WEST HALF OF SAID LOT 19 AND RUNNING THENCE WEST ALONG THE NORTH LINE OF CENTRAL STREET, A DISTANCE OF 143.00 FEET; THENCE NORTH PARALLEL TO SAID EAST LINE OF THE WEST HALF OF LOT 19, A DISTANCE OF 150.00 FEET; THENCE EAST PARALLEL TO THE SOUTH LINE OF SAID LOT 19, A DISTANCE OF 68.00 FEET TO A POINT 75.00 FEET WEST OF SAID EAST LINE OF WEST HALF OF LOT 19; THENCE NORTH PARALLEL TO SAID EAST LINE OF THE WEST HALF OF LOT 19, A DISTANCE OF 176.00 FEET TO A POINT 326.00 FEET NORTH OF THE NORTH LINE OF CENTRAL STREET; THENCE EAST PARALLEL TO SAID SOUTH LINE OF LOT 19, A DISTANCE OF 75.00 FEET TO AN INTERSECTION WITH SAID EAST LINE OF THE WEST HALF OF LOT 19; AND THENCE SOUTH ALONG THE EAST LINE OF THE WEST HALF OF LOT 19, A DISTANCE OF 326.00 FEET TO THE POINT OF BEGINNING; EXCEPTING FROM THE ABOVE CERTAIN STREETS OPENED AND USED IN GEORGE SMITH'S SUBDIVISION OF THE THE PART OF LOTS 17 AND 18 LYING EAST OF THE EAST LINE OF ASHLAND AVENUE, SOUTH OF THE SOUTH LINE OF ISABELLA STREET AND NORTH OF THE NORTH LINE OF CENTRAL AVENUE (EXCEPT THE EASTERLY 4 FEET OF THE SOUTHERLY 432.92 FEET OF THE THE NORTHERLY 465.92 FEET OF LOT 18) IN GEORGE SMITH'S SUBDIVISION OF THE SOUTH PART OF ARCHANGE QUILMETTE RESERVATION IN TOWNSHIP 42 NORTH, RANGE 13, LYING EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS THE WEST HALF OF LOT 19, EXCEPT THE NORTH 465.92 FEET THEREOF AND EXCEPT THE EAST 45.00 FEET LYING NORTH OF A LINE 326.00 FEET NORTH FROM AND PARALLEL WITH THE NORTH LINE OF CENTRAL STREET, THAT PART LOT 17 (EXCEPT THE WEST 4.30 ACRES THEREOF) LYING WEST OF THE WEST LINE OF ASHLAND AVENUE, AND LYING SOUTH OF THE SOUTH LINE OF ISABELLA STREET AND LYING NORTH OF THE NORTH LINE OF CENTRAL AVENUE IN GEORGE SMITH'S SUBDIVISION OF THE SOUTH PART OF ARCHANGE QUILMETTE RESERVATION IN TOWNSHIP 42 NORTH, RANGE 13 LYING EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. Page 126 of 182 108-0-23 14 SOUTH PART OF THE ARCHANGE QUILMETTE RESERVATION (SITUATED IN TOWNSHIP 42, NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN. PINS: 05-35-310-015-0000, 5-35-310-020-0000, 5-35-318-015-0000, 5-35-310-007- 0000, 5-35-310-019-0000, 5-35-310-022-0000 and 5-35-310-008-0000 Page 127 of 182 — 7CC ISABELLA ST Be i _ 17]A §i ’TO s .6'^1 TT 0 II D 4it (— L-----rcny ! £ st=KifL1 IL-H 11 TO 5——5g -4s-!E -f 2. J8 1 00 is9I ii S6 .1811M 9r 85 ■ TOt 4ir R 8 II 6 CENTRAL STCENTRALST 823 |I 7 1 NSITE PLAN N 0‘40 80‘ 160 320 SCALE: 1"= 160' NORTHWESTERN UNIVERSITY RYAN FIELD REDEVELOPMENT PLANNED DEVELOPMENT APPLICATION 6 O O 6 N HNTBPerkins&Will AUG 11,2023 11 1 * d I I । .. 1. [ g l| P § 1 o P I IH |5 82 a* 4; P p s| 1 8 IIP I i I -91 / P X J 4 ' ' In 11 is 85h 89 h i 11I I" hl ge ■ ij — i l ia 5 s 85 # Page 128 of 182 PROPERTY LINE 1 4(1 I J / 111‘-6”1 ATV. 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I m7 70 X IL 7 o Q C. m • nC gm O N I I I MNTB Perkins&Will AUG 11,2023 FO.ODOP z1 I 70 z 0 o Z 2 m Z11 if l——— U1/5। 7 । v [ 7) O O2 s I I 1— 1, 1- I TIIIIJ (.4 $ 08. [18.Pi pl % ha 752 7 17 s m m x 5 O' L wj Si —UV\\\ 1ED 6 hl “75 tl ? H1111 t H I HH M H Fl i. i IC □ be D— h Page 133 of 182 WELSH RYAN ARENA r Yi , — I Eel.D 711 AlWer 2. EoCE. ry rr. 1..7m I t4.T|B \ |8 4)1 I r.1 3 ' — ESg (0Z .1o I I 1. I I “aaI I C F-10)/ "eeJl IX : 7 IIi/. JW7. tal 18]D‘-e)i Hww Ve . 5 a w thr IelilttUoC ro rrs -t-— (1 —T T TT II I......IIIIIIIHSEEHseoo: • { I 0255 thlil NLANDSCAPE SITE PLAN - STADIUM N 20 40‘ 80 160’ SCALE: 1"= 80‘ ald NORTHWESTERN UNIVERSITY RYAN FIELD REDEVELOPMENT PLANNED DEVELOPMENT APPLICATION 1 I I I I I I I I I ! I i oC II I IJ I I I I I I I I I I I I BI l MNTB Perkins&Will AUG 11.2023 di 9 ■ h • N N 2 TRIENENS PERFORMANCE CENTER 7 o o C. [ • m C o z 0 s % I 'll I It H H H H H | 4 3 33 s is _i i 11 u »P 2 (AVM OMI) 133M1S TVMLNa $ 4 *5.. H U ! H ! 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I II 33 35 "I I Page 139 of 182 47-O-25 ~10~ EXHIBIT 2 MODIFIED DEVELOPMENT PLANS Page 140 of 182 WELSH RYAN ARENA ANDERSON HALL SEE LANDSCAPE DRAWINGS NEW TARP STORAGE TV TRUCK PLAZA NOT IN CONTRACT MECH ENCLOSURE NOT IN CONTRACT NEW CONCRETE PAVING NEW FENCING & BULLPEN GATE PRESS BOX ROOF ROOF NEW CONCRETE PAVING, REFER TO CIVIL DRAWINGS FOR PAVING LAYOUT CONCOURSE NEW FENCE FENCING & GATE EXISTING PLAZA NOT IN CONTRACT EXISTING BLEACHERS NOT IN CONTRACT TRANSFORMER ON PAD REUSE EXISTING FLAG POLES NEW CONCRETE PAVING NEW NETTING POLE NEW NETTING, REFER TO A20-05 NEW NETTING NEW NETTING POLE EXISTING SOFTBALL FIELD NOT IN CONTRACT EXISTING OUTFIELD FENCING REFER TO CIVIL DRAWINGS EXISTING SURFACE PARKING LOT (NOT IN CONTRACT) NETTING REFER TO A20-05 6' - 5 1/2" PORTABLE BLEACHER SYSTEM 1. ARCHITECTURAL SITE PLAN IS ISSUED FOR REFERENCE ONLY. 2. RE: LANDSCAPE DRAWINGS 3. RE: CIVIL DRAWINGS FOR ALL SITE CONSTRUCTION INFORMATION INCLUDING BUT NOT LIMITED TO THE FOLLOWING: • SITE GEOMETRY AND DIMENSIONAL CONTROL • SITE UTILITIES • SITE GRADING AND DRAINAGE 4. MAINTAIN EXISTING ACCESS TO ALL EMERGENCY ENTRANCES, ACCESS TO DRIVES AND COVERED DROP OFF AREAS. SITE WORK AND STAGING THAT AFFECT THE AREAS ADJACENT TO THE EMERGENCY DEPARTMENT ENTRANCE WILL REQUIRE A WRITTEN COORDINATION PLAN SUBMITTED TO AND APPROVED BY THE FACILITY. ARCHITECTURAL SITE GENERAL NOTES NEW CONCRETE SIDEWALK OR PAVING NEW ASPHALT PAVING NEWLY SODDED OR LANDSCAPED AREA LIMITS OF SCOPE OF WORK AREA NEW TURF ARCHITECTURAL SITE PLAN LEGEND EXISTING BUILDING NOT IN CONTRACT NEW PLANTING NEW FENCE EXISTING FENCE TO REMAIN NEW DIRT SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 6/ 2 7 / 2 0 2 5 4 : 3 0 : 2 9 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A01-01 ARCHITECTURAL SITE PLAN 021760 SOFTBALL STADIUM IMPROVEMENTS © 2026 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY IS S U E D F O R C O N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING 1/16" = 1'-0"1 SITE PLAN The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com MARK ISSUE DATE 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 3 BP2 - ADDENDUM 1 03/04/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 6 CCD-001 06/13/25 Pa g e 1 4 1 o f 1 8 2 WELSH RYAN ARENA ANDERSON HALL EXISTING SOFTBALL FIELD NOT IN CONTRACT EXISTING SURFACE PARKING LOT (NOT IN CONTRACT) TV TRUCK PLAZA NOT IN CONTRACT EXISTING PLAZA NOT IN CONTRACT EXISTING BLEACHERS NOT IN CONTRACT 35' - 0" 15' - 0" 15' SIDEYARD SETBACK 35' LANDSCAPING BUFFER ABUTTING R-1 ZONE, TYPICAL BUILDING HEIGHT PER 6-15-7-8 (B) SIDE YARD SETBACK ADJACENT TO R1 SHALL INCREASE IN WIDTH BY TWO FEET FOR EACH ADDITIONAL FOOT OF BUILDING HEIGHT ABOVE 35 FEET NEW STADIUM BUILDING HEIGHT = 43' (8' ABOVE 35') REQUIRED SIDEYARD SETBACK = 15' + (8' X 2) = 31' PROPOSED SIDEYARD SETBACK = 161' 161' PROPOSED STADIUM BUILDING ROCKY MILLER PARK 16 5 ' BUILDING HEIGHT PER 6-15-7-8 (B) REAR YARD SETBACK ADJACENT TO R1 SHALL INCREASE IN WIDTH BY TWO FEET FOR EACH ADDITIONAL FOOT OF BUIL DING HEIGHT ABOVE 35 FEET NEW STADIUM BUILDING HEIGHT = 43' (8' ABOVE 35') REQUIRED REAR YARD SETBACK = 30' + (8' X 2) = 46' PROPOSED REAR YARD SETBACK = 165' AREA OF DEVELOPMENT: 25,838 SF 1. ARCHITECTURAL SITE PLAN IS ISSUED FOR REFERENCE ONLY. 2. RE: LANDSCAPE DRAWINGS 3. RE: CIVIL DRAWINGS FOR ALL SITE CONSTRUCTION INFORMATION INCLUDING BUT NOT LIMITED TO THE FOLLOWING: • SITE GEOMETRY AND DIMENSIONAL CONTROL • SITE UTILITIES • SITE GRADING AND DRAINAGE 4. MAINTAIN EXISTING ACCESS TO ALL EMERGENCY ENTRANCES, ACCESS TO DRIVES AND COVERED DROP OFF AREAS. SITE WORK AND STAGING THAT AFFECT THE AREAS ADJACENT TO THE EMERGENCY DEPARTMENT ENTRANCE WILL REQUIRE A WRITTEN COORDINATION PLAN SUBMITTED TO AND APPROVED BY THE FACILITY. ARCHITECTURAL SITE GENERAL NOTES NEW CONCRETE SIDEWALK OR PAVING NEW ASPHALT PAVING NEWLY SODDED OR LANDSCAPED AREA LIMITS OF SCOPE OF WORK AREA NEW TURF ARCHITECTURAL SITE PLAN LEGEND EXISTING BUILDING NOT IN CONTRACT NEW PLANTING NEW FENCE EXISTING FENCE TO REMAIN NEW DIRT SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 2/ 1 4 / 2 0 2 5 9 : 2 4 : 4 2 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A01-02 ZONING SITE PLAN SETBACKS 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW)7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING 1" = 20'-0"1 SITE PLAN The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com MARK ISSUE DATE 1 BID PACKAGE 2 02/14/25 Pa g e 1 4 2 o f 1 8 2 AO AO F 3 4 5 6 HI E D C AB 1 2 Y2 Y3 X1 X2 4.1 7 16 17 8 9 10 11 G Y4 Y1 12 13 STAIR S-1 VISITOR/STORAGE 116 TICKETING 109 LOBBY 112 ELEC 114 WATER ENTRY 111 VISITOR DUGOUT 117 REPLAY/AV ROOM 119 HOME DUGOUT 105 TEAM LOUNGE 101 LOCKER ROOM 107 TOILETS/SHOWERS 108 AWAY BULLPEN HOME BULLPEN MECH 115 ELEV E-1 UNOCCUPIED SPACE TOILET 118 TOILET 103 LAUNDRY/STORAGE 106 STORAGE 113 ZONING PLAN MECHANICAL /ELECTRICAL/ PLUMBING OTHER STAIRWELL/ELEVATOR A.8 STORAGE 104 FUTURE SPORTS MEDICINE 110 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 2/ 1 4 / 2 0 2 5 9 : 2 5 : 0 2 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A01-11 GROUND LEVEL ZONING PLAN 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW)7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING 3/32" = 1'-0"1 GROUND LEVEL ZONING PLAN The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com MARK ISSUE DATE 1 BID PACKAGE 2 02/14/25 Pa g e 1 4 3 o f 1 8 2 UP F 3 4 5 6 HI E D C AB 1 2 Y2 Y3 X1 X2 4.1 7 16 17 8 9 10 11 G Y4 Y1 12 13 TOILET FOR ALL 204 MEN 205 WOMEN 206 MECH 203 FLEX ROOM 201 STAIR S-2-2 ELEV LOBBY 200 ELEV E-1 DN DN ZONING PLAN MECHANICAL /ELECTRICAL/ PLUMBING OTHER STAIRWELL/ELEVATOR A.8 STORAGE 200B SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 2/ 1 4 / 2 0 2 5 9 : 2 5 : 1 4 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A01-12 UPPER CONCOURSE ZONING PLAN 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW)7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com 3/32" = 1'-0"1 UPPER CONCOURSE LEVEL ZONING PLAN MARK ISSUE DATE 1 BID PACKAGE 2 02/14/25 Pa g e 1 4 4 o f 1 8 2 DN F 3 4 5 6 HI E D C AB 1 2 Y2 Y3 X1 X2 4.1 7 16 17 8 9 10 11 G Y4 Y1 12 13 RADIO 304 TV BROADCAST 303 OPERATIONS 301 RADIO 305 STAIR S-2-3 IT 300A ELEV E-1 CAMERA 302 ZONING PLAN MECHANICAL /ELECTRICAL/ PLUMBING OTHER STAIRWELL/ELEVATOR A.8 MECH ACCESS 300 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 2/ 1 4 / 2 0 2 5 9 : 2 5 : 3 1 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A01-13 PRESS LEVEL ZONING PLAN 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW)7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com 3/32" = 1'-0"1 PRESS LEVEL ZONING PLAN MARK ISSUE DATE 1 BID PACKAGE 2 02/14/25 Pa g e 1 4 5 o f 1 8 2 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 5/ 1 4 / 2 0 2 5 5 : 4 0 : 3 5 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A20-00 EXTERIOR RENDERINGS 021760 SOFTBALL STADIUM IMPROVEMENTS © 2026 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY IS S U E D F O R C O N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com SE PERSPECTIVE NW PERSPECTIVE ENTRANCE FIELD VIEW FOR REFERENCE ONLY MARK ISSUE DATE 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 Pa g e 1 4 6 o f 1 8 2 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 5/ 1 4 / 2 0 2 5 5 : 4 0 : 5 9 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A20-01 EXTERIOR AXONOMETRICS 021760 SOFTBALL STADIUM IMPROVEMENTS © 2026 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY IS S U E D F O R C O N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com 2 EXTERIOR AXONOMETRIC - NORTHWEST 1 EXTERIOR AXONOMETRIC - SOUTHEAST FOR REFERENCE ONLY MARK ISSUE DATE 2 BID PACKAGE 2 02/14/25 3 BP2 - ADDENDUM 1 03/04/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 Pa g e 1 4 7 o f 1 8 2 GROUND LEVEL 0' -0" ROOF LEVEL 43' -0" PRESS LEVEL 26' -0" UPPER CONCOURSE LEVEL 16' -4" PRECAST STAIRMTL SIGNAGE, PROVIDED BY OWNER 16 ' - 4 " 9' - 8 " 17 ' - 0 " SIGNAGE BANNER AND BRACKET BY OWNER, NIC Y2 Y3 GL-3 5 A31-01 16' - 8"A30-05 2 EWA-1A RL-1B EWA-2 12 A32-02 1. MATERIAL SYMBOLS ON ELEVATIONS ARE TO DISPLAY THE EXTENT OF THE MATERIAL ONLY. THEY ARE NOT TO SCALE. 2. PROVIDE BRICK EXPANSION JOINTS PER THE AMERICAN BRICK INSTITUTES RECOMMENDATIONS 3. CONTRACTOR SHALL REFER TO MEP/FP/ STRUCTURAL DRAWINGS FOR LOCATION AND SIZE OF SYSTEMS, PIPES, VENTS, POSTS, THAT PENETRATE THE ROOF ASSEMBLIES. 4. PROVIDE APPROPRIATE FLASHING SYSTEMS AT ALL ROOF PENETRATIONS. 5. ALL BLOCKING MATERIALS TO BE USED SHALLED BE SUITABLE FOR EXTERIOR USE. 6. ALL EXPOSED STEEL TO BE PAINTED PER THE PAINT SCHEDULE IN THE SPECIFICATIONS. COLOR TO BE EPNT2. 7. ALL EXPOSED STEEL NOT RECEIVING PAINT FINISH SHALL BE GALVANIZED OR STAINLESS STEEL AS LABELED. 8. .PROVIDE CONTINUOUS BED OF SEALANT BELOW ALL THRESHOLDS AT EXTERIOR DOORS. 9. ALL JOINTS AT TRIM, COPINGS, BASE MATERIALS, ETC. SHALL ALIGN ON THE CURTAINWALL/BRICK MODULE. EXTERIOR ELEVATION GENERAL NOTES EXTERIOR CLOSURE SYSTEMS GL-1 BALANCED INSULATED VISION GLASS W/ BIRD- FRIENDLY FRIT PATTERN. MIN U FACTOR 0.36 SHG 0.38 GL-2 BALANCED INSULATED VISION GLASS MIN U FACTOR 0.36 SHG 0.38 GL-3 SPANDREL GA-1 CAPTURED STOREFRONT FINISH EPNT-1 GA-2 WINDOW WALL, SUITE VIEW THERMAL SYSTEM ALUMINUM OPERABLE SECTION SHOWN ON ELEV FINISH EPNT-1 MTL-1 METAL SOFFIT PROFILE FINISH FLUROPON CLASSIC II - LOW GLOSS ZINC PATINA EWA-1 PRECAST (SEE ELEVATION FOR FINISH) EWA-2 THIN BRICK PRECAST EXTERIOR ELEVATION LEGEND RL-1 STAIR RAIL RL-2 CABLE RAIL RL-3 DRINK RAIL RL-4 DUGOUT RAIL -PADS BLACK RL-6 WALL MOUNT RAIL RL-1B ILLUMINATED STAIR RAIL GL-4 VISION GLASS LV-1 WEATHERPROOF MECHANICAL LOUVER -MATCH EPNT-1 LV-2 VENTING GRILLE -MATCH EPNT-1 EPNT-1 MULLION COLOR TO MATCH PEPPERCORN *ALL RAILS - ANODIZED ALUMINUM MTL-2 SIGNAGE LETTERING FINISH FLUROPON CLASSIC II -SILVERSMITH GROUND LEVEL 0' -0" ROOF LEVEL 43' -0" PRESS LEVEL 26' -0" UPPER CONCOURSE LEVEL 16' -4" 3 A31-01 16 ' - 4 " 9' - 8 " 14 ' - 1 1 " 2' - 1 " EWA-2 EWA-1B GA-1, GL-2 EWA-1A MTL-1 ERA-1 C.J.C.J.NAE NEAREST ACCESSIBLE ENTRANCE NF/SM NO FIREARMS/NO SMOKING EWA-2B KNOX BOX Z1.5Z1.8 PRECAST LEGEND ACID ETCHED PCI 127 BUFF TAN, WHITE CONCRETE COLOR, LIGHT EXPOSURE FINE AGGREGATE 90% WHITE RIVER SAND 10% BLACK GRANITE. COARSE AGGREGATE 1/2" TO 1/4" BLACK GRANITE NO FINISH - PANEL TO BE CAST INTO FLAT BED OR TROWELED AS INDICATED ON THE DRAWINGS. SURFACE TO REMAIN RAW CONCRETE OR RECEIVE PAINTED FINISH 1. PANEL JOINTS TO BE 3/4" TYP. CAULK COLOR TO MATCH FINISH SIDE OF PRECAST PANELS 2. WALL RETURNS INDICATED ARE TO BE CONSTRUCTED USING A MONOLITHIC POUR AS PART OF THE PANEL. NO JOINTS BETWEEN WALLS THIN BRICK - METROBRICK 107 PARKWAY SMOOTH EXTERIOR SEALANT COLOR MATRIX CONCRETE -SIDEWALK / CONCOURSE COLOR INDEX (DOW CORNING 795 STANDARD COLORS) 1-BLACK 2-GRAY 3-LIMESTONE 4-CHARCOAL PRECAST CMU GLASS (IGU) MULLION (GRAY) METAL FASCIA LOUVER CO N C R E T E - SI D E W A L K PR E C A S T CM U GL A S S ( I G U ) MU L L I O N ( G R A Y ) ME T A L P A N E L LO U V E R 2 2 2 X 2 X X 3 3 X 2 2 2 4 X 2 2 2 1 1 X X 2 2 2 2 2 X BIRD FRIENDLY BUILDING DESIGN BCTR : ZONE 1 HIGH RISK ZONE 1 LABEL ZONE 1 MATERIAL TYPE ZONE 1 MTF (MATERIAL THREAT FACTOR) ZONE 1 FACADE AREA (SF) ZONE 1 MTF (MATERIAL THREAT FACTOR) MASONRY MTL-1 LV-1 GL-1 GL-2 PRECAST, BRICK, CMU PAINTED ALUMINUM, ASTM-4 FINISH PAINTED ALUMINUM LOUVER ASTM-2D FINISH BALANCED INSULATED VISION GLASS W/ 1/4" DOT FRIT PATTERN BALANCED INSULATED VISION GLASS NO PATTERN 1 1 1 25 100 BCTR 18,300 SF 870 SF 50 SF 650 SF 530 SF 18,300 870 50 16,250 53,000 88,27020,400 4.33 < 15 THRESHOLDZONE 1 FACADE AREA / ZONE 1 MTF RATIO GROUND LEVEL 0' -0" ROOF LEVEL 43' -0" PRESS LEVEL 26' -0" 16 ' - 4 " 9' - 8 " 17 ' - 0 " UPPER CONCOURSE LEVEL 16' -4" 3 4 5 6 CHAINLINK FENCE REFER TO CIVIL CHAINLINK GATE REFER TO CIVIL EWA-2B 2 A31-02 EWA-1A GA-1,GL-1 EWA-1A ERA-1 MTL-1 ERA-1 MTL-1 EWA-1 EWA-1 2 4.1 7 8 9 10 11SIGNAGE BANNER AND BRACKET BY OWNER, NIC LOWER ROOF LEVEL 29' -0" 8 A21-01 6 A21-01 3 A31-02 1 A31-02 12 13 9' - 0 " 3' - 0 " 15 ' - 8 " 1' - 4 " 2' - 0 " 7' - 0 " 13' - 8" 25 ' - 0 " EWA-2 EWA-1 VISUAL MOCKUP SCOPEGA-1,GL-2 TICKETING WINDOW GA-1,GL-2 A30-05 3 12' - 0"10' - 2" 5 A21-01 EWA-2 GL-2 GL-1GL-1GL-1GL-1GL-1 GL-1 GL-2 GL-2 SURFACE MOUNTED LIGHT GL-4 GROUND LEVEL 0' -0" ROOF LEVEL 43' -0" PRESS LEVEL 26' -0" 17 ' - 0 " 9' - 8 " 16 ' - 4 " UPPER CONCOURSE LEVEL 16' -4" F CHAINLINK FENCE REFER TO CIVIL EWA-2 ERA-1 MTL-1 EWA-1 EWA-1B EWA-2B HI E D C B SIGNAGE BANNER AND BRACKET BY OWNER, NIC GA-1,GL-1 G 1 A31-01 2 A31-01 4 A31-01 LV-1 7' - 9 7 / 8 " 3' - 0 " 9' - 0 " BOLLARDS 0' - 6 " 13' - 8" 2 A21-01 EWA-2B LV-1LV-1LV-1 WALL MOUNTED LIGHT SIGNAGE CARD READER DUPLEX EWA-1A SURFACE MOUNTED LIGHT GROUND LEVEL 0' -0" ROOF LEVEL 43' -0" PRESS LEVEL 26' -0" UPPER CONCOURSE LEVEL 16' -4" 16 ' - 4 " 9' - 8 " 17 ' - 0 " Z1.5 Z1.8 1/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 5/ 1 4 / 2 0 2 5 5 : 4 1 : 0 6 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A20-03 EXTERIOR ELEVATIONS 021760 SOFTBALL STADIUM IMPROVEMENTS © 2026 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY IS S U E D F O R C O N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com 1/8" = 1'-0"4 OVERALL SOUTH ELEVATION 1/8" = 1'-0"5 ELEVATION - GRID Y1 - PRESS BOX SW ENTRANCE 1/8" = 1'-0"3 ELEVATION - GRID Y4 MARK ISSUE DATE 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 3 BP2 - ADDENDUM 1 03/04/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 Pa g e 1 4 8 o f 1 8 2 GROUND LEVEL 0' -0" PRESS LEVEL 26' -0" UPPER CONCOURSE LEVEL 16' -4" F H IE LOWER ROOF LEVEL 29' -0" G 102' - 0" 36 ' - 0 " 6' - 0"5' - 0"49' - 0"5' - 0"37' - 0" 7' - 7 " 6' - 4 " GROUND LEVEL 0' -0" PRESS LEVEL 26' -0" UPPER CONCOURSE LEVEL 16' -4" LOWER ROOF LEVEL 29' -0" 19' - 7 1/4" 6' - 4 " 29 ' - 8 " 36 ' - 0 " GROUND LEVEL 0' -0" PRESS LEVEL 26' -0" UPPER CONCOURSE LEVEL 16' -4" 567891011 LOWER ROOF LEVEL 29' -0" 1213 6' - 4 " 36 ' - 0 " 6' - 0"5' - 0"49' - 0"5' - 0"36' - 11" 101' - 11" 7' - 7 " SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 5/ 1 4 / 2 0 2 5 5 : 4 1 : 2 1 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A20-05 EXTERIOR ELEVATIONS - NETTING 021760 SOFTBALL STADIUM IMPROVEMENTS © 2026 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY IS S U E D F O R C O N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com 1/8" = 1'-0"1 ELEVATION - SOUTH NETTING 1/8" = 1'-0"2 ELEVATION - SE NETTING 1/8" = 1'-0"3 ELEVATION - EAST NETTING MARK ISSUE DATE 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 Pa g e 1 4 9 o f 1 8 2 GROUND LEVEL 0' -0" ROOF LEVEL 43' -0" PRESS LEVEL 26' -0" 16 ' - 4 " 9' - 8 " 3' - 0 " 14 ' - 0 " UPPER CONCOURSE LEVEL 16' -4" EWA-1 RL-2 RL-2 WALL PADDING W/CONC WALL BEHIND EWA-1AEWA-1 456 7 A21-01 EWA-1 RL-4 AL GA-2,GL-1 OPERABLE WINDOW 2 A31-02 RL-4 4.17891011 BAT/HELMET STORAGE LOWER ROOF LEVEL 29' -0" 8 A21-01 6 A21-01 1213 CIP, PAINTED PNT-3 EWA-1A A30-05 5 A45-04 4 OPH RL-1 RL-1B EWA-1AEWA-1A EWA-1A RECESSED IN PRECAST GROUND LEVEL 0' -0" ROOF LEVEL 43' -0" PRESS LEVEL 26' -0" WALL PADDING W/CONC WALL BEHIND 16 ' - 4 " 9' - 8 " 17 ' - 0 " UPPER CONCOURSE LEVEL 16' -4" EWA-1 EWA-1A RL-1 RL-4 CHAINLINK GATE REFER TO CIVIL EWA-1 F EWA-2 3 A21-01 EWA-1 ERA-1 MTL-1 RL-2 EWA-2A H IED BAT/HELMET STORAGE LOWER ROOF LEVEL 29' -0" G 1 A21-01 SURFACE MOUNTED ONTO PRECAST 3' - 0 " 1 A31-01 2 A31-01 CIP, PAINTED PNT-3 2 A21-01 EWA-1A 3' - 4" 2' - 4 " RL-1 RL-4 CHAINLINK FENCE RL-1B RL-2 9' - 0" 4' - 0 " 11 68 43.2.3 11 68 43.2.3SCOREBOARD11 68 43.2.4 11 68 43.2.4PITCH CLOCK MTL-1 GROUND LEVEL 0' -0" ROOF LEVEL 43' -0" PRESS LEVEL 26' -0" UPPER CONCOURSE LEVEL 16' -4" 16 ' - 4 " 9' - 8 " 17 ' - 0 " Y2Y3 OPEN TO BEYOND LOWER ROOF LEVEL 29' -0" 4 A21-01 Y4 Y1 4' - 8 " 4' - 8 " GA-2,GL-2 ALL LOWER WINDOWS OPERALBE A30-05 1 WALL PADDING, COLOR TO MATCH NU PURPLE GL-2 11 68 43.2.4 11 68 43.2.4PITCH CLOCK 12 A32-02 ROOF LEVEL 43' -0" 3 2 ROOF LEVEL 43' -0" Z1.5 ROOF LEVEL 43' -0" Y2 Y3 Y4 KNOCK DOWN GUARDRAILS ROOF HATCH OSHA GUARDRAIL 05 50 00.D 05 50 00.DMETAL LADDER ROOF LEVEL 43' -0" ROOF LEVEL 43' -0" KNOCK DOWN GUARDRAILS Z1 Z1.5 GROUND LEVEL 0' -0" UPPER CONCOURSE LEVEL 16' -4" DCAB LOWER ROOF LEVEL 29' -0" 16 ' - 4 " 12 ' - 8 " EWA-1AEWA-2AGA-1, GL-1 GL-1 DOWNSPOUT CARD READER DUPLEX WALL MOUNTED LIGHT GROUND LEVEL 0' -0" PRESS LEVEL 26' -0" UPPER CONCOURSE LEVEL 16' -4" 3 2 16 ' - 4 " 9' - 8 " EWA-1A EWA-2A SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 5/ 1 4 / 2 0 2 5 5 : 4 1 : 1 9 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A20-04 EXTERIOR ELEVATIONS 021760 SOFTBALL STADIUM IMPROVEMENTS © 2026 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY IS S U E D F O R C O N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com 1/8" = 1'-0"1 WEST ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION 1/8" = 1'-0"3 OVERALL NORTH ELEVATION 1/8" = 1'-0"7 ELEVATION - MECH OPEN AIR SW 1/8" = 1'-0"6 ELEVATION - MECH OPEN AIR S 1/8" = 1'-0"9 ELEVATION - MECH OPEN AIR NW 1/8" = 1'-0"10 ELEVATION - MECH OPEN AIR NE 1/8" = 1'-0"8 ELEVATION - MECH OPEN AIR E 1/8" = 1'-0"5 NORTH ELEVATION END WING 1/8" = 1'-0"4 WEST ELEVATION END WING MARK ISSUE DATE 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 3 BP2 - ADDENDUM 1 03/04/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 Pa g e 1 5 0 o f 1 8 2 OS OS OS 11 36" W F14 AA 36" W F14 AA 48" W F18 AA 48" W F18 AA 12 36" W F14 AA 36" W F14 AA 75" TV 48" W F18 AA EQ EQ WDV-1 TO MATCH MILLWORK 13' - 5" B 36" W B22 AA 36" W B12 AA E-6 E-6 20" W B44 AA 20" W B44 AA 65" TV 3' - 0 " 0' - 4 " 1' - 8 " A.8 6' - 2 " TL-2 4' - 0" 6' - 8 1/4" SS-1 FEC AB 10 11 A45-11 3 5 12 13 4 D31 D11 D31 W TL-2 W TL-2 W B F PNT-1 RB-1 PC-1 1' - 1 1/2"13' - 4 1/2"2' - 0 3/4" A.8 4' - 2 1 / 2 " 12 ' - 0 " 13 ' - 5 " 12 ' - 0 " A45-11 6 7 A45-11 5' - 1 0 " 7' - 6" 5' - 1 0 " 7' - 6" FLOOR STUB UP LOCATION FLOOR STUB UP LOCATION A45-11 8 A45-11 8 OPP 12 ' - 4 " 16 ' - 9 " W WDV-1 W WDV-1 D11 D11 D11 D11 14' - 6" E207 HOSPITALITY 207 B 16" W B44 AA 32" W B12 AA 32" W B18 AA E-6 E-6 16" W B11 AA 65" TV 1' - 8 " 6' - 8 1/4" A.8 16" W B44 AA 6' - 2 " 0' - 4 " 3' - 0 " 4' - 0" TL-2 SS-1 AB 10 11 12 13 9' - 0 " 8' - 0 " 8' - 0 " 9' - 0 " 5' - 1 1 / 4 " 5' - 6"5' - 6"2' - 6" A.8 RRS-1 AFF9' -6" GYP 7 A45-11 PRESS LEVEL 26' -0" UPPER CONCOURSE LEVEL 16' -4" 1011 LOWER ROOF LEVEL 29' -0" 1213 1' - 4 " 1' - 9 " 9' - 7 " 7 A45-11 45' - 2" 1' - 0"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"6' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"1' - 0" ABA.8 RRS-1 1' - 9 " 9' - 7 " GYP, PNT-4 B 13 BACK PAINTED GLASS 0' - 1 0 1 / 4 " 08 41 13 08 41 13ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 07 21 00.H 07 21 00.HMINERAL-WOOL BOARD FINISHED BACK PAN 1/4" = 1'-0"1 PLAN - HOSPITALITY 1/4" = 1'-0"3 ELEVATION - HOSPITALITY E 1/4" = 1'-0"5 ELEVATION - HOSPITALITY S SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 5/ 1 4 / 2 0 2 5 1 0 : 1 7 : 2 8 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t A45-11 INTERIOR ELEVATIONS AND ENLARGED PLANS - ALT 021760 SOFTBALL STADIUM IMPROVEMENTS © 2026 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY IS S U E D F O R C O N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com 1/4" = 1'-0"4 ELEVATION - HOSPITALITY N 1/4" = 1'-0"2 REFLECTED CEILING PLAN - HOSPITALITY 1/4" = 1'-0"6 ELEVATION - HOSPITALITY GLAZING 1/4" = 1'-0"7 SECTION - HOSPITALITY 1 1/2" = 1'-0"8 PLAN DETAIL - LEVEL 02 BRICK CW HOSPITALITY FUTURE MARK ISSUE DATE 2 BID PACKAGE 2 02/14/25 3 BP2 - ADDENDUM 1 03/04/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 Pa g e 1 5 1 o f 1 8 2 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 MWRD GENERAL NOTES SCALE: 1" = 400' SEWER ROUTING MAP1 MWRD ROUTING MAP FUTURE SITE STORM OUTLET TO PROPOSED CHANCELLOR STORM SEWER C-001 MWRD GENERAL NOTES AND ROUTING MAP LIMIT OF WORK KIRKPATRICK SOFTBALL STADIUM OUTLET TO CITY OF EVANSTON'S COMBINED SEWER IN LIVINGSTON MWRD INTERCEPTOR LIMITS OF WORK (BY OTHERS) TARP DEEP TUNNEL LINE PROPOSED CHANCELLOR STORM SEWER PERMIT NO. 2024-0294 10" CITY OF EVANSTON COMBINED 36" CITY OF EVANSTON COMBINED CONNECTION TO MWRD INTERCEPTOR PROPOSED CONNECTION TO NORTH SHORE CHANNEL 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FOLLOWING, EXCEPT AS MODIFIED HEREIN OR ON THE PLANS: * STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT SS) FOR ALL IMPROVEMENTS EXCEPT SANITARY SEWER AND WATER MAIN CONSTRUCTION; * STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST EDITION (SSWS) FOR SANITARY SEWER AND WATER MAIN CONSTRUCTION; * VILLAGE OF ______________ MUNICIPAL CODE; * THE METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRD) WATERSHED MANAGEMENT ORDINANCE AND TECHNICAL GUIDANCE MANUAL; * IN CASE OF CONFLICT BETWEEN THE APPLICABLE ORDINANCES NOTED, THE MORE STRINGENT SHALL TAKE PRECEDENCE AND SHALL CONTROL ALL CONSTRUCTION. VITRIFIED CLAY PIPE REINFORCED CONCRETE SEWER PIPE CAST IRON SOIL PIPE DUCTILE IRON PIPE POLYVINYL CHLORIDE (PVC) PIPE 6-INCH TO 15-INCH DIAMETER SDR 26 18-INCH TO 27-INCH DIAMETER F/DY=46 HIGH DENSITY POLYETHYLENE (HDPE) WATER MAIN QUALITY PVC 4-INCH TO 36-INCH 4-INCH TO 12-INCH 14-INCH TO 48-INCH ASTM C-700 ASTM C-76 ASTM A-74 ANSI A21.51 ASTM D-3034 ASTM F-679 ASTM D-3350 ASTM D-3035 ASTM D-2241 AWWA C900 AWWA C905 ASTM C-425 ASTM C-443 ASTM C-564 ANSI A21.11 ASTM D-3212 ASTM D-3212 ASTM D-3261,F-2620 (HEAT FUSION) ASTM D-3212,F-477 (GASKETED) ASTM D-3139 ASTM D-3139 ASTM D-3139 PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONS A. REFERENCED SPECIFICATIONS B. NOTIFICATIONS C. GENERAL NOTES D. SANITARY SEWER E. EROSION AND SEDIMENT CONTROL 1. THE MWRD LOCAL SEWER SYSTEMS SECTION FIELD OFFICE MUST BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK (CALL 708-588-4055 OR SEND EMAIL NOTIFICATION WITH PROJECT NAME, LOCATION AND PERMIT NUMBER TO WMOJOBSTART@MWRD.ORG). 2. THE VILLAGE OF ___________ ENGINEERING DEPARTMENT AND PUBLIC MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO EACH PHASE OF WORK. CONTRACTOR SHALL DETERMINE ITEMS REQUIRING INSPECTION PRIOR TO START OF CONSTRUCTION OR EACH WORK PHASE. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION FOR THE EXACT LOCATIONS OF UTILITIES AND FOR THEIR PROTECTION DURING CONSTRUCTION. IF EXISTING UTILITIES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, IMMEDIATELY NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED. CALL J.U.L.I.E. AT 1-800-892-0123. 1. ALL ELEVATIONS SHOWN ON PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSION FACTOR IS _________ FT. 2. MWRD, THE MUNICIPALITY AND THE OWNER OR OWNER’S REPRESENTATIVE SHALL HAVE THE AUTHORITY TO INSPECT, APPROVE, AND REJECT THE CONSTRUCTION IMPROVEMENTS. 3. THE CONTRACTOR(S) SHALL INDEMNIFY THE OWNER, ENGINEER, MUNICIPALITY, MWRD, AND THEIR AGENTS, ETC., FROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION, INSTALLATION, OR TESTING OF THIS WORK ON THE PROJECT. 4. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING PLANS AS APPROVED BY MWRD AND THE MUNICIPALITY UNLESS CHANGES ARE APPROVED BY MWRD, THE MUNICIPALITY, OR AUTHORIZED AGENT. THE CONSTRUCTION DETAILS, AS PRESENTED ON THE PLANS, MUST BE FOLLOWED. PROPER CONSTRUCTION TECHNIQUES MUST BE FOLLOWED ON THE IMPROVEMENTS INDICATED ON THE PLANS. 5. THE LOCATION OF VARIOUS UNDERGROUND UTILITIES WHICH ARE SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND REPRESENT THE BEST KNOWLEDGE OF THE ENGINEER. VERIFY LOCATIONS AND ELEVATIONS PRIOR TO BEGINNING THE CONSTRUCTION OPERATIONS. 6. ANY EXISTING PAVEMENT, SIDEWALK, DRIVEWAY, ETC., DAMAGED DURING CONSTRUCTION OPERATIONS AND NOT CALLED FOR TO BE REMOVED SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. 7. MATERIAL AND COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY, MWRD, AND OWNER. 8. THE UNDERGROUND CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS TO NOTIFY ALL INSPECTION AGENCIES. 9. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS DISTURBED DURING CONSTRUCTION SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL INSPECTION. 10. RECORD DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER AS SOON AS UNDERGROUND IMPROVEMENTS ARE COMPLETED. FINAL PAYMENTS TO THE CONTRACTOR SHALL BE HELD UNTIL THEY ARE RECEIVED. ANY CHANGES IN LENGTH, LOCATION OR ALIGNMENT SHALL BE SHOWN IN RED. ALL WYES OR BENDS SHALL BE LOCATED FROM THE DOWNSTREAM MANHOLE. ALL VALVES, B-BOXES, TEES OR BENDS SHALL BE TIED TO A FIRE HYDRANT. 1. THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT ANY POLLUTED WATER, SUCH AS GROUND AND SURFACE WATER, FROM ENTERING THE EXISTING SANITARY SEWERS. 2. A WATER-TIGHT PLUG SHALL BE INSTALLED IN THE DOWNSTREAM SEWER PIPE AT THE POINT OF SEWER CONNECTION PRIOR TO COMMENCING ANY SEWER CONSTRUCTION. THE PLUG SHALL REMAIN IN PLACE UNTIL REMOVAL IS AUTHORIZED BY THE MUNICIPALITY AND/OR MWRD AFTER THE SEWERS HAVE BEEN TESTED AND ACCEPTED. 3. DISCHARGING ANY UNPOLLUTED WATER INTO THE SANITARY SEWER SYSTEM FOR THE PURPOSE OF SEWER FLUSHING OF LINES FOR THE DEFLECTION TEST SHALL BE PROHIBITED WITHOUT PRIOR APPROVAL FROM THE MUNICIPALITY OR MWRD. 4. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS (LATEST EDITION). 5. ALL FLOOR DRAINS SHALL DISCHARGE TO THE SANITARY SEWER SYSTEM. 6. ALL DOWNSPOUTS AND FOOTING DRAINS SHALL DISCHARGE TO THE STORM SEWER SYSTEM. 7. ALL SANITARY SEWER PIPE MATERIALS AND JOINTS (AND STORM SEWER PIPE MATERIALS AND JOINTS IN A COMBINED SEWER AREA) SHALL CONFORM TO THE FOLLOWING: 1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. 2. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL PRIOR TO HYDROLOGIC DISTURBANCE OF THE SITE. 3. ALL DESIGN CRITERIA, SPECIFICATIONS, AND INSTALLATION OF EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. INSPECTIONS AND DOCUMENTATION SHALL BE PERFORMED, AT A MINIMUM: a) UPON COMPLETION OF INITIAL EROSION AND SEDIMENT CONTROL MEASURES, PRIOR TO ANY SOIL DISTURBANCE. b) ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT WITH GREATER THAN 0.5 INCH OF RAINFALL OR LIQUID EQUIVALENT PRECIPITATION. 6. SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION. IF STRIPPING, CLEARING, GRADING, OR LANDSCAPING ARE TO BE DONE IN PHASES, THE CO-PERMITTEE SHALL PLAN FOR APPROPRIATE SOIL EROSION AND SEDIMENT CONTROL MEASURES. 7. A STABILIZED MAT OF CRUSHED STONE MEETING THE STANDARDS OF THE ILLINOIS URBAN MANUAL SHALL BE INSTALLED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE. SEDIMENT OR SOIL REACHING AN IMPROVED PUBLIC RIGHT-OF-WAY, STREET, ALLEY OR PARKING AREA SHALL BE REMOVED BY SCRAPING OR STREET CLEANING AS ACCUMULATIONS WARRANT AND TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. 8. CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL AND SHALL BE INSTALLED PRIOR TO ANY ON SITE CONSTRUCTION ACTIVITIES INVOLVING CONCRETE. 9. MORTAR WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ADDITION TO CONCRETE WASHOUT FACILITIES FOR ANY BRICK AND MORTAR BUILDING ENVELOPE CONSTRUCTION ACTIVITIES. 10. TEMPORARY DIVERSIONS SHALL BE CONSTRUCTED AS NECESSARY TO DIRECT ALL RUNOFF FROM HYDROLOGICALLY DISTURBED AREAS TO AN APPROPRIATE SEDIMENT TRAP OR BASIN. VOLUME CONTROL FACILITIES SHALL NOT BE USED AS TEMPORARY SEDIMENT BASINS. 11. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT MEASURES WITHIN SEVEN (7) DAYS. 12. ALL FLOOD PROTECTION AREAS AND VOLUME CONTROL FACILITIES SHALL, AT A MINIMUM, BE PROTECTED WITH A DOUBLE-ROW OF SILT FENCE (OR EQUIVALENT). 13. VOLUME CONTROL FACILITIES SHALL NOT BE CONSTRUCTED UNTIL ALL OF THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. 8. ALL SANITARY SEWER CONSTRUCTION (AND STORM SEWER CONSTRUCTION IN COMBINED SEWER AREAS), REQUIRES STONE BEDDING WITH STONE ¼ ” TO 1” IN SIZE, WITH MINIMUM BEDDING THICKNESS EQUAL TO ¼ THE OUTSIDE DIAMETER OF THE SEWER PIPE, BUT NOT LESS THAN FOUR (4) INCHES NOR MORE THAN EIGHT (8) INCHES. MATERIAL SHALL BE CA-7, CA-11 OR CA-13 AND SHALL BE EXTENDED AT LEAST 12” ABOVE THE TOP OF THE PIPE WHEN USING PVC. 9. NON-SHEAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED IN THE CONNECTION OF SEWER PIPES OF DISSIMILAR PIPE MATERIALS. 10. ALL MANHOLES SHALL BE PROVIDED WITH BOLTED, WATERTIGHT COVERS. SANITARY LIDS SHALL BE CONSTRUCTED WITH A CONCEALED PICKHOLE AND WATERTIGHT GASKET WITH THE WORD “SANITARY” CAST INTO THE LID. 11. WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN AN EXISTING WYE, TEE, OR AN EXISTING MANHOLE, ONE OF THE FOLLOWING METHODS SHALL BE USED: a) A CIRCULAR SAW-CUT OF SEWER MAIN BY PROPER TOOLS (“SHEWER-TAP” MACHINE OR SIMILAR) AND PROPER INSTALLATION OF HUBWYE SADDLE OR HUB-TEE SADDLE. b) REMOVE AN ENTIRE SECTION OF PIPE (BREAKING ONLY THE TOP OF ONE BELL) AND REPLACE WITH A WYE OR TEE BRANCH SECTION. c) WITH PIPE CUTTER, NEATLY AND ACCURATELY CUT OUT DESIRED LENGTH OF PIPE FOR INSERTION OF PROPER FITTING, USING “BAND SEAL” OR SIMILAR COUPLINGS TO HOLD IT FIRMLY IN PLACE. 12. WHENEVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATERMAIN, THE MINIMUM VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATERMAIN SHALL BE 18 INCHES. FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANITARY/COMBINED SEWERS AND WATERMAINS SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18” VERTICAL SEPARATION; OR THE SEWER IS LAID IN THE SAME TRENCH WITH THE WATERMAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED EARTH, KEEPING A MINIMUM 18” VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL DISTANCES DESCRIBED CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE WATER MAIN, THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS OR IT SHALL BE ENCASED WITH A WATER MAIN QUALITY CARRIER PIPE WITH THE ENDS SEALED. 13. ALL EXISTING SEPTIC SYSTEMS SHALL BE ABANDONED. ABANDONED TANKS SHALL BE FILLED WITH GRANULAR MATERIAL OR REMOVED. 14. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE A MINIMUM INSIDE DIAMETER OF 48 INCHES, AND SHALL BE CAST IN PLACE OR PRE-CAST REINFORCED CONCRETE. 15. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE PRECAST “RUBBER BOOTS” THAT CONFORM TO ASTM C-923 FOR ALL PIPE CONNECTIONS. PRECAST SECTIONS SHALL CONSIST OF MODIFIED GROOVE TONGUE AND RUBBER GASKET TYPE JOINTS. 16. ALL ABANDONED SANITARY SEWERS SHALL BE PLUGGED AT BOTH ENDS WITH AT LEAST 2 FEET LONG NON-SHRINK CONCRETE OR MORTAR PLUG. 17. EXCEPT FOR FOUNDATION/FOOTING DRAINS PROVIDED TO PROTECT BUILDINGS, OR PERFORATED PIPES ASSOCIATED WITH VOLUME CONTROL FACILITIES, DRAIN TILES/FIELD TILES/UNDERDRAINS/PERFORATED PIPES ARE NOT ALLOWED TO BE CONNECTED TO OR TRIBUTARY TO COMBINED SEWERS, SANITARY SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED SEWERS IN COMBINED SEWER AREAS. CONSTRUCTION OF NEW FACILITIES OF THIS TYPE IS PROHIBITED; AND ALL EXISTING DRAIN TILES AND PERFORATED PIPES ENCOUNTERED WITHIN THE PROJECT AREA SHALL BE PLUGGED OR REMOVED, AND SHALL NOT BE CONNECTED TO COMBINED SEWERS, SANITARY SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED SEWERS. 18. A BACKFLOW PREVENTER IS REQUIRED FOR ALL DETENTION BASINS TRIBUTARY TO COMBINED SEWERS. REQUIRED BACKFLOW PREVENTERS SHALL BE INSPECTED AND EXERCISED ANNUALLY BY THE PROPERTY OWNER TO ENSURE PROPER OPERATION, AND ANY NECESSARY MAINTENANCES SHALL BE PERFORMED TO ENSURE FUNCTIONALITY. IN THE EVENT OF A SEWER SURCHARGE INTO AN OPEN DETENTION BASIN TRIBUTARY TO COMBINED SEWERS, THE PERMITTEE SHALL ENSURE THAT CLEAN UP AND WASH OUT OF SEWAGE TAKES PLACE WITHIN 48 HOURS OF THE STORM EVENT. 14. SOIL STOCKPILES SHALL, AT A MINIMUM, BE PROTECTED WITH PERIMETER SEDIMENT CONTROLS. SOIL STOCKPILES SHALL NOT BE PLACED IN FLOOD PROTECTION AREAS OR THEIR BUFFERS. 15. EARTHEN EMBANKMENT SIDE SLOPES SHALL BE STABILIZED WITH APPROPRIATE EROSION CONTROL BLANKET. 16. STORM SEWERS THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION SHALL BE PROTECTED BY APPROPRIATE SEDIMENT CONTROL MEASURES. 17. THE CONTRACTOR SHALL EITHER REMOVE OR REPLACE ANY EXISTING DRAIN TILES AND INCORPORATE THEM INTO THE DRAINAGE PLAN FOR THE DEVELOPMENT. DRAIN TILES CANNOT BE TRIBUTARY TO A SANITARY OR COMBINED SEWER. DRAIN TILES ALLOWED IN COMBINED SEWER AREA FOR GREEN INFRASTRUCTURE PRACTICES. 18. IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. DEWATERING SYSTEMS SHOULD BE INSPECTED DAILY DURING OPERATIONAL PERIODS. THE SITE INSPECTOR MUST BE PRESENT AT THE COMMENCEMENT OF DEWATERING ACTIVITIES. 19. THE CONTRCTOR SHALL BE RESPONSIBLE FOR TRENCH DEWATERING AND EXCAVATION FOR THE INSTALLATION OF SANITARY SEWERS, STORM SEWERS, WATERMAINS AS WELL AS THEIR SERVICES AND OTHER APPURTENANCES. ANY TRENCH DEWATERING, WHICH CONTAINS SEDIMENT SHALL PASS THROUGH A SEDIMENT SETTLING POND OR EQUALLY EFFECTIVE SEDIMENT CONTROL DEVICE. ALTERNATIVES MAY INCLUDE DEWATERING INTO A SUMP PIT, FILTER BAG OR EXISTING VEGETATED UPSLOPE AREA. SEDIMENT LADEN WATERS SHALL NOT BE DISCHARGE TO WATERWAYS, FLOOD PROTECTION AREAS OR THE COMBINED SEWER SYSTEM. 20. ALL PERMANENT EROSION CONTROL PRACTICES SHALL BE INITIATED WITHIN SEVEN (7) DAYS FOLLOWING THE COMPLETION OF SOIL DISTURBING ACTIVITIES. 21. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED ON A YEAR-ROUND BASIS DURING CONSTRUCTION AND ANY PERIODS OF CONSTRUCTION SHUTDOWN UNTIL PERMANENT STABILIZATION IS ACHIEVED. 22. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN THIRTY (30) DAYS AFTER PERMANENT SITE STABILIZATION. 23. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, SITE INSPECTOR, OR MWRD. POLYPROPYLENE (PP) PIPE 12-INCH TO 24-INCH DOUBLE WALL 30-INCH TO 60-INCH TRIPLE WALL ASTM F-2736 ASTM F-2764 D-3212, F-477 D3212, F-477 PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONS THE FOLLOWING MATERIALS ARE ALLOWED ON A QUALIFIED BASIS SUBJECT TO DISTRICT REVIEW AND APPROVAL PRIOR TO PERMIT ISSUANCE. A SPECIAL CONDITION WILL BE ADDED TO THE PERMIT WHEN THE PIPE MATERIAL BELOW IS USED FOR SEWER CONSTRUCTION OR A CONNECTION IS MADE. CONNECTION TO NORTH SHORE CHANNEL 36" CITY OF EVANSTON STORM 30" CITY OF EVANSTON STORM 27" CITY OF EVANSTON STORM 24" CITY OF EVANSTON STORM 18" NORTHWESTERN UNIVERSITY STORM EXISTING SITE STORM OUTLET TO JACKSON STORM SEWER Pa g e 1 5 2 o f 1 8 2 STORM MH STORM CB STORM CB STORM INLET SAN MH SAN STORM COMBO MH SAN CLEAN OUT WATER MH WATER BUFFALO BOX WATER HAND HOLE WATER FIRE HYDRANT TELEPHONE MH TELEPHONE PEDESTAL UTILITY POLE GUY ANCHOR ELECTRIC MH ELECTRIC VAULT ELECTRIC HAND HOLE ELECTRIC PAD ELECTRIC METER ELECTRIC PEDESTAL ELECTRIC LIGHT POLE ELECTRIC TRAFFIC SIGNAL ELECTRIC TRAFFIC CONTROL BOX ELECTRIC TRAFFIC VAULT ELECTRIC GROUND LIGHT ELECTRIC MOUNTED WALL LIGHT GAS BUFFALO BOX GAS HAND HOLE TREE - DECIDUOUS TREE - EVERGREEN SIGN POST BUMPER POST BIKE RACK UNCLASSIFIED MANHOLE AUTO SPRINKLER HOSE CONNECTION FLAG POLE CUT CROSS CUT NOTCH JULIE MARK - ELECTRIC JULIE MARK - TELEPHONE TELEPHONE VAULT IRON PIPE JULIE MARK - GAS JULIE Mark - Water AERIAL WIRES FENCE LINES UNDERLYING LOT LINES CONCRETE CURB DEPRESSED CURB SEWER MAIN WATER MAIN GAS MAIN ELECTRIC TELEPHONE CABLE TV CONTOUR LINES STEAM PIPE CONDENSATE LINE FIBER OPTIC HOT WATER RETURN UNDER DRAIN PROPERTY LIMITS STORM MAIN SNOW MELT PAVEMENT LIMIT LIMIT OF WORK E E S S D D D D D S w w w D D w w w SOFTBALL PROJECT LIMITS DEVELOPMENT BEYOND LIMITS INCLUDING BUT NOT LIMITED TO PARKING LOTS, DRIVES, STORMWATER VAULTS, SEWER, WATER LINE, AND GAS LINES IS BY OTHERS, TYP. SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 SHEET NOTESN 0'40'20'10' SCALE: 1" = 20' LEGEND CV100 EXISTING CONDITIONS PLAN 1.BACKGROUND INFORMATION OBTAINED FROM TOPOGRAPHIC SURVEY DATED 05.02.2022, PREPARED BY GREMLEY & BIEDERMANN AND ADJACENT PROJECT DESIGN FILES. SMITHGROUP MAKES NO GUARANTEE NOR ASSUMES ANY LIABILITY AS TO THE COMPLETENESS AND/OR ACCURACY OF THE SURVEY. PRIMARY BENCHMARK #37 ELEVATION = 14.86 (593.832 NAVD) ROD WITH CAP LOCATION: SOUTHWEST QUADRANT OF MILBURN ST. & SHERIDAN RD. SECONDARY BENCHMARK #63 ELEVATION = 22.98 (601.972 NAVD) NGS MONUMENT LOCATION: SOUTHWEST QUADRANT OF COLFAX ST. & BROWN AVE. FORMER PRACTICE FIELD IS CURRENTLY AN ACTIVE CONSTRUCTION SITE FOR AN ADJACENT DEVELOPMENT. REVIEW SITE CONDITIONS AND COORDINATE LOGISTICS WITH OWNER'S REPRESENTATIVE FOR ADJACENT DEVELOPMENT. Pa g e 1 5 3 o f 1 8 2 LIMIT OF WORK LIMITS OF REMOVAL BUILDING REMOVAL PROTECT UTILITY PROTECTION SALVAGE REMOVE TREE PROTECTION FENCE SEDIMENT CONTROL TUBE UTILITY REMOVAL INLET PROTECTION CONCRETE WASHOUT AREA 1 CD500 3 CD500 4 CD500 2 CD500 E E S S D D D D D S w w w D D w w w SOFTBALL PROJECT LIMITS DEVELOPMENT BEYOND LIMITS INCLUDING BUT NOT LIMITED TO PARKING LOTS, DRIVES, STORMWATER VAULTS, SEWER, WATER LINE, AND GAS LINES IS BY OTHERS, TYP. SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 SHEET NOTESN 0'40'20'10' SCALE: 1" = 20' KEYED NOTES LEGEND CD100 SITE PREPARATION & EROSION CONTROL PLAN REMOVE EXISTING PLANTER CURB REMOVE EXISTING BELOW GRADE DETENTION SYSTEM. PROTECT EXISTING STAIRWELL AND WALL. REMOVE EXISTING BULLPEN FENCE. REMOVE EXISTING PERIMETER FENCE INCLUDING POST FOUNDATION WITHIN LIMIT OF WORK REMOVE OR ABANDON EXISTING STORM SEWER AS REQUIRED PER CONSTRUCTION PHASING (BY OTHERS) A B C B C D D E E 1.PRIOR TO START OF PROJECT WORK, VERIFY ALL SITE CONDITIONS AND SUBMIT A PROJECT WORK PLAN TO THE ARCHITECT FOR REVIEW AND COMMENT. PRESENT THE WORK PLAN AT THE OWNER'S PRE-CONSTRUCTION MEETING. DO NOT BEGIN CONSTRUCTION ACTIVITIES PRIOR TO THE 'PRE-CONSTRUCTION MEETING' AND WRITTEN AUTHORIZATION TO PROCEED IS ISSUED BY THE OWNER. 2.NOTIFY THE ARCHITECT IN WRITING OF ANY IDENTIFIED DISCREPANCIES WITHIN THE CONSTRUCTION DOCUMENTS PRIOR TO THE START OF WORK. DURING PERFORMANCE OF THE WORK, VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND CROSS-CHECK DETAILS AND DIMENSION SHOWN ON THE DRAWINGS WITH RELATED REQUIREMENTS ON THE PLANS. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO STARTING WORK. 3.PRIOR TO THE COMMENCEMENT OF WORK, VERIFY LOCATIONS AND DEPTHS OF ALL UNDERGROUND UTILITIES THAT MAY BE AFFECTED BY CONSTRUCTION -- CONTRACTOR SHALL TAKE RESPONSIBILITY FOR DAMAGES TO SUCH UTILITIES CAUSED AS A RESULT OF CONSTRUCTION AT NO ADDITIONAL COST. 4.TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION, INCLUDING DAMAGES TO UTILITIES, 5.WALKS, WALLS, DRIVES, CURBS, AND OTHER EXISTING SITE ELEMENTS. CONTRACTOR SHALL REPLACE ANY DAMAGED ITEMS AT NO ADDITIONAL COST. 6.CONTRACTOR TO SECURE AND PAY FOR ALL NECESSARY PERMITS, INSPECTIONS, AND TESTING, AND NOTIFY ALL UTILITY COMPANIES WITH UTILITIES ON THE SITE PRIOR TO THE CONSTRUCTION OF THE PROJECT. ADHERE TO ALL APPLICABLE LOCAL, STATE AND FEDERAL LAWS OR REGULATIONS PERTAINING TO THE PROJECT. 7.REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT SHOWN ON DRAWINGS. 8.DISPOSE ALL ELEMENTS DESIGNATED FOR REMOVAL IN A LEGAL MANNER. PROVIDE RECEIPTS FROM DISPOSAL SITES TO OWNER. 9.ALL EXCAVATED MATERIALS INCLUDING GRASS, TOPSOIL, AND SUBGRADE TO BE REMOVED AND DISPOSED OF LEGALLY OFF-SITE. 10.REMOVE AND DISPOSE OF EXISTING ENCLOSURE, IRRIGATION EQUIPMENT - METER AND WATER TAP TO BE REUSED. 11.SAW CUT LINES FOR NEW PAVEMENT SHALL BE CUT STRAIGHT LEAVING A CONSISTENT, SMOOTH EDGE ALONG THE EXISTING PAVEMENT TO REMAIN. NEW PAVEMENT TO DIRECTLY ABUT EXISTING PAVEMENT TO REMAIN. IF NECESSARY OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE RE-SAW CUT THE PAVEMENT IF THE EDGE OF THE PAVEMENT IS DAMAGED BY CONSTRUCTION ACTIVITIES. ADDITIONAL SAW CUTS AND THE REQUIRED ADDITIONAL PAVEMENT REPLACEMENT SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER 12.PAVEMENT REMOVALS SHALL BE TERMINATED WITH A SAW CUT JOINT UNLESS THE REMOVAL LIMIT IS WITHIN 3 FEET OF AN EXISTING PAVEMENT OR CURB JOINT THEN THE REMOVAL SHALL BE EXPANDED TO THE JOINT. 12.COORDINATE STAGING, STOCKPILE ZONES, AND CONSTRUCTION FENCING WITH THE OWNER'S REPRESENTATIVE. 13.COORDINATE STORAGE LOCATION FOR SALVAGED ITEMS WITH THE OWNER'S REPRESENTATIVE. RELOCATE ON SITE WHERE NOTED. REMOVE AND DISPOSE OF CONCRETE FOUNDATIONS AND OTHER ASSOCIATED UNSALVAGEABLE ITEMS. 14.ALL ABANDONED SEWERS AND FORCE MAINS SHALL BE PLUGGED AT BOTH ENDS WITH AT LEAST 2 FEET LONG NON-SHRINK CONCRETE OR MORTAR PLUGS. 15.CONSTRUCTION FENCE TO FOLLOW LIMITS OF CONSTRUCTION; COORDINATE FINAL LOCATION WITH THE OWNER'S REPRESENTATIVE. 16.STABILIZED CONSTRUCTION ENTRANCES WILL BE INSTALLED AT ACCESS POINTS INTO THE CONSTRUCTION AREA AND POINTS WHERE CONSTRUCTION ACCESS ROADS INTERSECT WITH VEHICULAR ACCESS ACCORDING TO ILLINOIS URBAN MANUAL CODE 930. 17.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS OR STREETS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED, OR WASHED ONTO PUBLIC RIGHT-OF-WAYS MUST BE REMOVED IMMEDIATELY. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. A E FORMER PRACTICE FIELD IS CURRENTLY AN ACTIVE CONSTRUCTION SITE FOR AN ADJACENT DEVELOPMENT. REVIEW SITE CONDITIONS AND COORDINATE LOGISTICS WITH OWNER'S REPRESENTATIVE FOR ADJACENT DEVELOPMENT. 1 CD500 F F (BY OTHERS) Pa g e 1 5 4 o f 1 8 2 KEYED NOTES EXISTING TREE TREE PROTECTION FENCING - CHAIN LINK METAL FENCE POSTS, TYP. 1 2 3 1 2 3CRR* (1.5' PER TREE CALIPER INCH) 4' - 6 ' 4' - 0 " NOTE: TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH BASINS AND STORM INLETS. INLET FILTER TO BE ROUND IPP INLET FILTER AS MANUFACTURED BY INLET & PIPE PROTECTION, INC (847-722-0690) OR APPROVED OTHER. CLEAN FILTER AS NEEDED. NOTE: TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH BASINS AND STORM INLETS. INLET FILTER TO BE RECTANGLE IPP INLET FILTER AS MANUFACTURED BY INLET & PIPE PROTECTION, INC (847-722-0690) OR APPROVED OTHER. CLEAN FILTER AS NEEDED. ROUND INLET FILTER RECTANGLE INLET FILTER BARRIER WALL 10' MIN 10 ' M i n 2' MAX 30-MIL POLYETHYLENE CONCRETE WASHOUT AREA 3. 5 ' M I N . 2. 5 ' PLYWOOD OR ALUMINUM 48"X24" 4"x4"x6' WOOD POST OR 6' STEEL POST MIN. NOTES: 1. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHALL INCLUDE REMOVING AND DISPOSING OF HARDEND CONCRETEAND/OR SLURRY AND RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION. 2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN A NEW AREA ONCE WASHOUT BECOMES TWO-THIRDS FULL. LETTERS 6" MIN. HEIGHT SANDBAG (ANCHOR EVERY 2' ON TOP OF BARRIER) SIGN DETAIL PLAN VIEW BARRIER WALL ANCHOR SECTION SANDBAG 30-MIL POLYETHYLENE 3' MIN. NATIVE SOIL SANDBAG ANCHOR BARRIER WALL 2" x 2" x 36" WOOD STAKES AT 10'-0" O.C. (MIN.) FLOW FLOW FLOW 12" DIA. TUBE 2'-0" OVERLAP MIN. PLAN VIEW - FLOW 45 TO 90° TO TUBE PLAN VIEW - FLOW LESS THAN 45° TO TUBE SECTION VIEW REPAIR DETAIL - TEAR GREATER THAN 12 INCHES 12" DIA. TUBE 2'-0" OVERLAP MIN. 2" x 2" x 36" WOOD STAKES AT 10'-0" O.C. (MIN.) 4' - 0 " ( M I N . ) H O O K 4'-0" (MIN.) HOOK FLOW BACK-GROUT W/ TUBE FILLER MATERIAL 2" x 2" x 36" WOOD STAKES AT 10'-0" O.C. (MIN.) 12" DIA. TUBE DRIVE STAKE 12" MIN. EXISTING SEDIMENT CONTROL TUBE NARROW TEAR LONGER THAN 12"NEW FABRIC WRAPPED AROUND TUBE AND TIED AT DOWNSTREAM SIDE. EXTEND NEW FABRIC A MINIMUM OF 12" PAST EACH END OF TEAR PLASTIC TIES OR STITCHING NOTES: 1.WHEN SEDIMENT CONTROL TUBE IS USED ON A PAVED SURFACE CONCRETE BLOCKS SHALL BE USED TO SECURE SEDIMENT CONTROL TUBE IN PLACE OF STAKING. 2.ACCUMULATED SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT CONTROL TUBE WHEN IT HAS REACHED A HEIGHT EQUAL TO HALF OF THE TUBE HEIGHT. 3.SMALL HOLES OR NARROW RIPS LESS THAN 12" LONG MAY BE STITCHED CLOSED USING PLASTIC ZIP TIES. LARGER RIPS SHALL BE FIXED PER THE REPAIR DETAIL. HEAVILY DAMAGED SECTIONS SHALL BE REPLACED ENTIRELY. MAINTAIN 2' MINIMUM OVERLAP AT EACH END. SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 CD500 SITE PREPARATION AND EROSION CONTROL DETAILS SCALE: NTS TREE PROTECTION1 SCALE: NTS INLET FILTER 3SCALE: NTS CONCRETE WASHOUT AREA2 SCALE: NTS SEDIMENT CONTROL TUBE4 Pa g e 1 5 5 o f 1 8 2 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 CD501 STORMWATER POLLUTION PREVENTION PLAN NOTES I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. ONWER'S CERTIFICATION NAME:____________________________________ TITLE: ____________________________________ ADDRESS: ________________________________________________________________________________ SIGNATURE: ____________________________________DATE:____________________________________ GENERAL SWPPP NOTES: 1.ALL BMPS IDENTIFIED IN THIS PLAN SHALL BE SIZED TO ACCOMMODATE AND TREAT FLOWS RESULTING FROM A 25-YEAR, 24-HOUR STORM. 2.INSTALL ALL EROSION CONTROL DEVICES PRIOR TO ANY EARTHWORK ACTIVITIES. 3.ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT, OR AS DIRECTED BY THE OWNER AND/OR OWNER'S REPRESENTATIVE. 4.INSTALL INLET PROTECTION FILTERS AT ALL EXISTING AND PROPOSED STORM SEWER INLETS AND CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND AS NOTED ON THE PLAN. 5.NO SUSPENDED SEDIMENT WILL BE PERMITTED TO LEAVE THE CONSTRUCTION SITE. THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER, SHALL REMOVE ALL SEDIMENT INCLUDING, BUT NOT LIMITED TO, CLEANING SEWERS, SEDIMENT REMOVAL AND RESEEDING, PAVEMENT SWEEPING AND EROSION CONTROL BARRIER REPAIRS. 6.NO CONSTRUCTION DEBRIS, SOIL AGGREGATES OR OTHER MATERIALS SHALL BE TRACKED ON TO CITY, COUNTY OR PRIVATE DRIVES OR STREETS. SWEEP / CLEAN STREETS WEEKLY AND AS REQUIRED BY OWNER AND/OR OWNER'S REPRESENTATIVE. 7.FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 4 HORIZONTAL TO 1 VERTICAL (4:1); EMBANKMENTS OF PONDS, BASINS, AND TRAPS; AND WITHIN FOURTEEN (14) DAYS ON ALL OTHER DISTURBED OR GRADED AREAS. THE REQUIREMENTS OF THIS SECTION DO NOT APPLY TO THOSE AREAS WHICH ARE SHOWN ON THE PLAN AND ARE CURRENTLY BEING USED FOR MATERIAL STORAGE OR FOR THOSE AREAS ON WHICH ACTUAL CONSTRUCTION ACTIVITIES ARE CURRENTLY BEING PERFORMED. 8.UNLESS OTHERWISE INDICATED, ALL TEMPORARY SEEDING, VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS IN THE ILLINOIS URBAN MANUAL. 9.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 10.PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, ADDITIONAL PHASES OF DEVELOPMENT AND OFF-SITE BORROW OR WASTE AREAS) A SUPPLEMENTARY EROSION CONTROL PLAN SHALL BE SUBMITTED TO THE OWNER AND/OR OWNER'S REPRESENTATIVE FOR REVIEW. 11.THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING AND COMPLYING WITH ALL APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER AND OR SEPTIC SYSTEM REGULATIONS. 12.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE MEASURES AND CONTROLS TO REDUCE OR ELIMINATE DISCHARGES ASSOCIATED WITH CONCRETE AND ASHPHALT OPERATIONS. 13.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION. 14.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ANY SUB-CONTRACTOR(S) WHO MAY PERFORM WORK ON THIS PROJECT, OF THE REQUIREMENTS IN IMPLEMENTING AND MAINTAINING THESE EROSION CONTROL PLANS AND THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS SET FORTH BY THE ILLINOIS EPA. SITE DESCRIPTION: 1.THE PROJECT IS TO REPLACE THE EXISTING SOFTBALL GRANDSTAND WITH A NEW STADIUM BUILDING. SITE WORK INCLUDES GENERAL SITE CLEARING, UTILITY INSTALLATION, STORMWATER MANAGEMENT, HARDSCAPE INSTALLATION, AND SOIL EROSION AND SEDIMENTATION CONTROLS. 2.THE PROJECT DISTURBANCE AREA IS 0.53 ACRES. 3.SOILS ON THE NORTHWESTERN UNIVERSITY SITE GENERALLY EXIST IN TWO STRATA. THE UPPER STRATUM CONSISTS PRIMARILY OF SANDY, SILTY AND CLAY FILL TO 3 TO 7 FEET DEEP. THE LOWER STRATUM IS PRIMARILY STIFF TO VERY STIFF SILTY CLAY FROM 7 TO 13.5 FEET DEEP. 4.THE RECEIVING SYSTEM IS THE NORTH SHORE CHANNEL, MAINTAINED BY THE METROPOLITAN WATER RECLAMATION DISTRICT (MWRD). SEQUENCE OF CONSTRUCTION: 1.INSTALL CONSTRUCTION FENCE / SILT FENCE / SEDIMENT CONTROL TUBE, INLET PROTECTION, AND OTHER REQUIRED EROSION AND SEDIMENT CONTROLS. 2.DEMOLISH EXISTING STADIUM AND BULLPENS PER PLAN. 3.REMOVE EXISTING PAVEMENT, LANDSCAPE, SITE ELEMENTS, AND UTILITIES PER PLAN. 4.EXCAVATE AND INSTALL FOUNDATIONS. CONSTRUCT BUILDING. 5.GRADE SITE AND INSTALL UTILITIES. 6.PERMANENTLY STABILIZE AREAS TO BE VEGETATED IMMEDIATELY AS THEY ARE BROUGHT TO FINAL GRADE. 7.REPAIR ALL SOIL EROSION CONTROL MEASURES AS REQUIRED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL SOIL EROSION & SEDIMENT CONTROL DEVICES. INSPECTIONS MUST OCCUR WEEKLY AND AFTER 0.5 INCH OF RAINFALL OR GREATER. 8.ONCE THE SITE HAS BEEN FULLY STABILIZED AND ACCEPTED FOR SUBSTANTIAL COMPLETION, REMOVE SILT FENCE / SEDIMENT CONTROL TUBE AND INLET PROTECTION DEVICES. 9.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. TRAPPED SEDIMENT AND OTHER DISTURBED SOILS RESULTING FROM TEMPORARY MEASURES SHALL BE PROPERLY DISPOSED OF PRIOR TO PERMANENT STABILIZATION. CERTIFICATION AND NOTIFICATION: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT ELIMINATION SYSTEM (NPDES) PERMIT (ILR10) THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. PRIME CONTRACTOR'S CERTIFICATION NAME: TITLE: ADDRESS: SIGNATURE:DATE: SUB CONTRACTOR'S CERTIFICATION NAME: TITLE: SIGNATURE:DATE: RESPONSIBILITY: SUB CONTRACTOR'S CERTIFICATION NAME: TITLE: SIGNATURE:DATE: RESPONSIBILITY: OWNER'S CERTIFICATION: RETENTION OF RECORDS: A.THE PERMITTEE SHALL RETAIN COPIES OF STORM WATER POLLUTION PREVENTION PLANS AND ALL REPORTS AND NOTICES REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATE USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT, FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE THAT THE PERMIT COVERAGE EXPIRES OR IS TERMINATED. THIS PERIOD MAY BE EXTENDED BY REQUEST OF THE AGENCY AT ANY TIME. NOTICE OF TERMINATION: A.UPON FINAL STABILIZATION OF THE SITE, THE PERMITTEE SHALL SUBMIT A COMPLETE NOTICE OF TERMINATION IN ACCORDANCE WITH NPDES PERMIT NO. ILR10. CERTIFICATION STATEMENT: A.THE FOLLOWING STATEMENT SHALL BE SIGNED PRIOR TO ANY WORK AUTHORIZED BY THE NPDES PERMIT NO. ILR10 IS PERFORMED AT THE SITE. THE UNDERSIGNED IS RESPONSIBLE FOR IMPLENTATION OF ALL MEASURE IDENTIFIED ON THIS PLAN. NOTICE OF INTENT: 1.THE OWNER HAS SUBMITTED A COMPLETED NOTICE OF INTENT (NOI) FORM TO IEPA. THE CONTRACTOR SHALL BECOME THE RESPONSIBLE PARTY FOR COMPLIANCE FOR THE DURATION OF THE PROJECT AND SHALL VERIFY THAT THE IEPA HAS AUTHORIZED STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE BEFORE DISTURBING LAND. 2.A COPY OF THE APPROVED SWPPP SHALL BE KEPT ONSITE AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NPDES PERMIT NUMBER ILR10, ISSUED BY THE IEPA FOR STORMWATER DISCHARGES FROM CONSTRUCTION SITE ACTIVITIES. SWPPP INSPECTIONS: QUALIFIED PERSONNEL (PROVIDED BY THE GENERAL CONTRACTOR) SHALL INSPECT: DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER OR EQUIVALENT DISCHARGE DUE TO SNOWMELT AND SHALL CONTINUE UNTIL THE SITE COMPLIES WITH THE FINAL STABILIZATION SECTION OF THIS SWPPP. INSPECTIONS MAY BE REDUCED TO ONCE PER MONTH WHEN CONSTRUCTION ACTIVITIES HAVE CEASED DUE TO FROZEN CONDITIONS. WEEKLY INSPECTIONS MUST RECOMMENCE WHEN CONSTRUCTION ACTIVITIES ARE CONDUCTED, IF THERE IS A 0.50 INCHES OR GREATER RAIN EVENT, OR A DISCHARGE DUE TO SNOWMELT OCCURS. QUALIFIED PERSONNEL MEANS A PERSON KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICES OF EROSION AND SEDIMENT CONTROL MEASURES, SUCH AS A LICENSED PROFESSIONAL ENGINEER (P.E.), A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL (CPESC), A CERTIFIED EROSION SEDIMENT AND STORM WATER INSPECTOR (CESSWI) OR OTHER KNOWLEDGEABLE PERSON WHO POSSESSES THE SKILLS TO ASSESS CONDITIONS AT THE CONSTRUCTION SITE THAT COULD IMPACT STORM WATER QUALITY AND TO ASSESS THE EFFECTIVENESS OF ANY SEDIMENT AND EROSION CONTROL MEASURES SELECTED TO CONTROL THE QUALITY OF STORM WATER DISCHARGES FROM THE CONSTRUCTION ACTIVITIES. A.ALL AREAS WHERE STORMWATER TYPICALLY FLOWS WITHIN THE SITE, INCLUDING DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES AND ALL LOCATIONS WITH STABILIZATION MEASURES AS IDENTIFIED IN THIS SWPPP SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. THE STORM WATER POLLUTION PREVENTION PLAN INSPECTION REPORT S TO BE COMPLETED AFTER EACH INSPECTION AND SHALL BE ADDED TO THIS SWPPP. ALL INSPECTION REPORTS MUST BE RETAINED AT THE CONSTRUCTION SITE. AREAS INACCESSIBLE DURING INSPECTIONS DUE TO FLOODING OR OTHER UNSAFE CONDITIONS MUST BE INSPECTED WITHIN 72 HOURS OF BECOMING ACCESSIBLE AND DOCUMENTED IN THE INSPECTION REPORT. B.BASED ON THE RESULTS OF THE INSPECTION, THE DESCRIPTION OF POTENTIAL POLLUTANTS SOURCES IDENTIFIED IN THE PLAN AND POLLUTION PREVENTION MEASURES IDENTIFIED IN THE REPORT SHALL BE REVISED AS INDICATED BY THE QUALIFIED PERSONNEL AS SOON AS PRACTICABLE AFTER SUCH INSPECTION. SUCH MODIFICATIONS SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHANGES TO THE SWPPP WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. C.THE STORM WATER POLLUTION PREVENTION PLAN INSPECTION REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND ACTIONS TAKEN IN ACCORDANCE WITH PARAGRAPH B ABOVE SHALL BE MADE AND RETAINED AS PART OF THIS STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE PERMIT COVERAGE EXPIRES OR IS TERMINATED. THE REPORT SHALL BE SIGNED BY THE INSPECTOR AS INDICATED AND SHALL BE ATTACHED TO THIS SWPPP FOR REVIEW IF REQUESTED. D.THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCY FIELD OPERATIONS SECTION OFFICE BY EMAIL AT: EPA.SWNONCOMP@ILLINOIS.GOV, TELEPHONE, OR FAX (SEE ATTACHMENT A OF THE GENERAL NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES) WITHIN 24 HOURS OF ANY INCIDENCE OF NONCOMPLIANCE FOR ANY VIOLATION OF THE SWPPP OBSERVED DURING ANY INSPECTION CONDUCTED, OR FOR VIOLATIONS OF ANY CONDITION OF THE GENERAL PERMIT. CORRECTIVE ACTIONS MUST BE UNDERTAKEN IMMEDIATELY TO ADDRESS THE IDENTIFIED NON-COMPLIANCE ISSUE(S). E.ALL REPORTS OF NONCOMPLIANCE SHALL BE SIGNED BY A RESPONSIBLE AUTHORITY AS DEFINED IN PART VI.G (SIGNATORY REQUIREMENTS) OF THE GENERAL NPDES PERMIT NO. ILR10. F.AFTER THE INITIAL CONTACT HAS BEEN MADE WITH THE APPROPRIATE AGENCY FIELD OPERATIONS SECTION OFFICE, ALL REPORTS OF NONCOMPLIANCE SHALL BE MAILED TO THE AGENCY AT THE FOLLOWING ADDRESS WITHIN 5 DAYS OF THE INCIDENCE OF NONCOMPLIANCE: ILLINOIS ENVIRONMENTAL PROTECTION AGENCY 2520 W. ILES AVE. P.O. BOX 19276 SPRINGFIELD, ILLINOIS 62794-9276 NOTE FOR CONTRACTOR: IF USING FEDEX OR UPS, REMOVE P.O. BOX NUMBER FROM MAILING ADDRESS. G.CORRECTIVE ACTIONS MUST BE TAKEN TO ADDRESS ANY OF THE FOLLOWING CONDITIONS IDENTIFIED AT THE SITE: A STORMWATER CONTROL NEEDS REPAIR OR REPLACEMENT; A STORMWATER CONTROL NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT WAS NEVER INSTALLED OR WAS INSTALLED INCORRECTLY; DISCHARGES ARE CAUSING AN EXCEEDANCE OF APPLICABLE WATER QUALITY STANDARDS; OR A PROHIBITED DISCHARGE HAS OCCURRED. CORRECTIVE ACTIONS MUST BE COMPLETED AS SOON AS POSSIBLE AND DOCUMENTED WITHIN 7 DAYS IN AN INSPECTION REPORT OR REPORT OF NONCOMPLIANCE. IF IT IS INFEASIBLE TO COMPLETE THE INSTALLATION OR REPAIR WITHIN 7 CALENDAR DAYS, IT MUST BE DOCUMENTED IN THE RECORDS WHY IT IS INFEASIBLE TO COMPLETE THE INSTALLATION OR REPAIR WITHIN THE 7-DAY TIMEFRAME AND DOCUMENT THE SCHEDULE FOR INSTALLING THE STORMWATER CONTROL(S) AND MAKING IT OPERATIONAL AS SOON AS FEASIBLE AFTER THE 7-DAY TIMEFRAME. IF MAINTENANCE IS REQUIRED FOR THE SAME STORMWATER CONTROL AT THE SAME LOCATION THREE OR MORE TIMES, THE CONTROL MUST BE REPAIRED IN A MANNER THAT PREVENTS CONTINUED FAILURE TO THE EXTENT FEASIBLE, AND THE CONDITION AND HOW IT WAS REPAIRED MUST BE RECORDED. ALTERNATIVELY, IT MUST BE DOCUMENTED IN THE RECORDS WHY THE SPECIFIC REOCCURRENCE OF THIS SAME ISSUE SHOULD CONTINUE TO BE ADDRESSED AS A ROUTINE MAINTENANCE FIX. POTENTIAL SOURCES OF POLLUTION: DURING CONSTRUCTION, DUST FROM CONCRETE WORK AND DEMOLITION ACTIVITIES AND SEDIMENTATION FROM EXCAVATION ACTIVITIES COULD ENTER THE STORM SYSTEM THROUGH INLETS AND CATCH BASINS. CONTROL STORMWATER FLOWING ONTO AND THROUGH THE SITE: A. BMP - SEDIMENT CONTROL TUBE INSTALL SEDIMENT CONTROL TUBES IN AREAS WITH LOW SHEAR STRESS ALONG CONTOURS TO MINIMIZE RILL AND GULLY DEVELOPMENT AND REDUCE SEDIMENT LOAD TO RECEIVING WATERS BY FILTERING RUNOFF AND CAPTURING SEDIMENTS. INSPECT SEDIMENT CONTROL TUBES TO ENSURE THAT THE TUBES REMAIN FIRMLY ANCHORED IN PLACE AND ARE NOT CRUSHED OR DAMAGED BY EQUIPMENT TRAFFIC. MONITOR SEDIMENT CONTROL TUBES DAILY DURING PROLONGED RAIN EVENTS. REPAIR OR REPLACE SPLIT, TORN, UNRAVELED, OR SLUMPING TUBES. SEDIMENT CONTROL TUBES ARE TYPICALLY LEFT IN PLACE ON SLOPES. IF THEY ARE REMOVED, COLLECT AND DISPOSE OF THE ACCUMULATED SEDIMENT. FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS, OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH THE SURROUNDING LANDSCAPE. STABILIZE SOILS: STABILIZATION EFFORTS MUST BE INITIATED WITHIN 1 WORKING DAY OF THE CESSATION OF CONSTRUCTION ACTIVITIES AND COMPLETED WITHIN 14 CALENDAR DAYS. CONTRACTOR SHALL RECORD THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR, WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE, AND WHEN STABILIZATION EFFORTS ARE INITIATED. A. BMP - TEMPORARY SEEDING APPLY TEMPORARY SEEDING TO NEWLY GRADED AREAS THAT WOULD NOT BE BROUGHT TO FINAL GRADE OR ON WHICH CONSTRUCTION WILL BE STOPPED FOR A PERIOD OF MORE THAN 14 WORKING DAYS, ACCORDING TO ILLINOIS URBAN MANUAL CODE 965. THE SEED SHALL BE APPLIED BY HAND BROADCASTING TO ACHIEVE A REASONABLE UNIFORM COVERAGE AT THE RATE OF 100 LB/ACRE. SEED SHALL BE APPLIED TO ALL BARE AREAS EVERY SEVEN DAYS, REGARDLESS OF WEATHER CONDITIONS OR PROGRESS OF THE WORK. RESEED AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS AS SOON AS POSSIBLE. PROTECT FROM VEHICULAR AND FOOT TRAFFIC. CONTROL WEEDS BY MOWING. STOCKPILES TO REMAIN IN PLACE MORE THAN THREE DAYS SHALL BE TEMPORARILY SEEDED. ESTABLISH STABILIZED CONSTRUCTION EXITS: A. BMP - STABILIZED CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCES WILL BE INSTALLED AT ACCESS POINTS INTO THE CONSTRUCTION AREA AND POINTS WHERE CONSTRUCTION ACCESS ROADS INTERSECT WITH VEHICULAR ACCESS ACCORDING TO ILLINOIS URBAN MANUAL CODE 930. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS OR STREETS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED, OR WASHED ONTO PUBLIC RIGHT-OF-WAYS MUST BE REMOVED IMMEDIATELY. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. FODS TRACKOUT CONTROL MATS MAY BE USED IN PAVED AREAS IN PLACE OF TRADITIONAL STONE CONSTRUCTION ENTRANCES. IF USED, FODS SHALL BE MAINTAINED PER MANUFACTURER RECOMMENDATIONS. FODS MATS SHALL BE INSPECTED REGULARLY AND BE BRUSHED CLEANED ONCE THE VOIDS BETWEEN THE PYRAMIDS BECOME FULL OF SEDIMENT. PROTECT STORM DRAIN INLETS: A.BMP - STREET / PAVEMENT SWEEPING STREET / PAVEMENT SWEEPING SHALL OCCUR REGULARLY, AND NOT LESS THAN ONCE PER 7 CALENDAR DAYS WHILE CONSTRUCTION ACTIVITIES ARE ONGOING. THE CONTRACTOR SHALL INSPECT SURROUNDING STREETS / PAVEMENT AT THE END OF EACH WORK DAY AND STREET SWEEP AS REQUIRED TO REMOVE SEDIMENT AND DEBRIS ACCUMULATION. B. BMP - INLET FILTER INLET FILTERS SHALL BE USED FOR EXISTING INLETS WITHIN THE PROJECT LIMITS. INLET FILTERS ARE INSERTED ALONG THE RIM OF THE INLET, COVERED AND SECURED BY THE INLET LID. INLET FILTERS MUST BE INSTALLED PRIOR TO STORMWATER RUNOFF FROM THE SITE ENTERING ANY STORM DRAIN INLET THAT CARRIES STORMWATER FLOW FROM THE SITE TO A WATER OF THE U.S., PROVIDED THERE IS AUTHORITY TO DO SO. INLET FILTERS SHALL BE INSPECTED REGULARLY AND AFTER EACH STORM EVENT. INLET FILTERS SHALL BE CLEANED OF COLLECTED SEDIMENT SUCH THAT FUNCTIONALITY OF INLETS IS PROPERLY MAINTAINED. WHERE THERE IS EVIDENCE OF SEDIMENT ACCUMULATION ADJACENT TO THE INLET FILTERS, THE DEPOSITED SEDIMENT MUST BE REMOVED BY THE FOLLOWING BUSINESS DAY. GOOD HOUSEKEEPING BMPS A.BMP - EQUIPMENT AND VEHICLE WASHING (IF PERFORMED ON-SITE) -MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHELL WASH WATER, AND OTHER WASH WATERS. -WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL DEVICE THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE. B.BMP - CONCRETE WASHOUT (IF PERFORMED ON-SITE) -WASHOUT AREAS WILL BE CONSTRUCTED PRIOR TO THE START OF CONCRETE POURING. -WASHOUT AREAS WILL BE CONSTRUCTED PER ILLINOIS URBAN MANUAL DRAWINGS 654BW, 654ET, OR 654SB. -WASHOUT AREAS WILL BE INSPECTED DAILY TO ENSURE ALL CONCRETE WASHING IS BEING DISCHARGED TO THE WASHOUT AREA, NO LEAKS OR TEARS ARE PRESENT, AND TO IDENTIFY WHEN CONCRETE WASTES NEED TO BE REMOVED. -CONCRETE POURS WILL NOT OCCUR DURING OR BEFORE AN ANTICIPATED STORM EVENT. -WASHOUT AREAS WILL BE CLEANED ONCE THE AREA IS FILLED TO 75 PERCENT CAPACITY. CONCRETE WASTE WILL BE ALLOWED TO HARDEN, THE CONCRETE WILL BE BROKEN UP, REMOVED, AND DISPOSED OF AT AN APPROPRIATE FACILITY. REPLACE THE PLASTIC SHEETING IF ANY TEARS OCCUR DURING CONCRETE REMOVAL. -WHEN WASHOUT AREA IS NO LONGER NEEDED, DISPOSE OF CONCRETE WASTE AND MATERIALS USED TO CONSTRUCT THE WASHOUT AT AN APPROPRIATE FACILITY. STABILIZE THE AREA WITH EROSION CONTROLS. C.BMP - MATERIAL HANDLING AND WASTE MANAGEMENT -STORE ONLY ENOUGH PRODUCTS REQUIRED TO DO THE JOB. -STORE ALL MATERIALS STORED ONSITE IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. -KEEP PRODUCTS IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. -SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. -WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. -MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. -THE FOREMAN OF EACH PRIME CONTRACTOR WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ONSITE. -WASTE MATERIALS WILL NOT BE STORED ONSITE. THEY ARE TO BE REMOVED THE SAME DAY THEY ARE PRODUCED. -HAZARDOUS WASTE MATERIALS (IF ANY) WILL BE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND MUNICIPAL REGULATIONS. -PAVED ROADS ARE KEPT CLEAN OF ACCUMULATED DUST AND DEBRIS. UNPAVED ROADS ARE PERIODICALLY GRADED. -ALL STORAGE TANK LEAKS ARE REPAIRED AS SOON AS POSSIBLE -STORM WATER OUTFALLS AND CONTAINMENT STRUCTURES ARE KEPT CLEAN AND FREE OF DEBRIS TO ENSURE PROPER FLOW. -ROUTINE INSPECTION OF MECHANICAL EQUIPMENT ROUTINE INSPECTION OF CONTAINMENT STRUCTURES AND OUTSIDE TRAFFIC AREAS. -DESIGNATE TRASH AND BULK WASTE-COLLECTION AREAS ON SITE. -RECYCLE MATERIALS WHENEVER POSSIBLE. -LOCATE WASTE COLLECTION AREAS AWAY FROM STREET, WATER COURSES AND STORM INLETS. D.BMP - SPILL PREVENTION AND CONTROL PLAN -MINIMIZE THE EXPOSURE OF FUEL, OIL, HYDRAULIC FLUIDS, OTHER PETROLEUM PRODUCTS, AND OTHER CHEMICALS BY STORING IN COVERED AREAS OR CONTAINMENT AREAS. ANY CHEMICAL CONTAINER WITH A STORAGE OF 55 GALLONS OR MORE MUST BE STORED A MINIMUM OF 50 FEET FROM RECEIVING WATERS, CONSTRUCTED OR NATURAL SITE DRAINAGE FEATURES, AND STORM DRAIN INLETS. -MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATIONS OF THE INFORMATION AND CLEANUP SUPPLIES. -MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. -ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. SPENT ABSORBENT MATERIALS AND RAGS WILL BE HAULED OFF-SITE IMMEDIATELY AFTER THE SPILL IS CLEANED UP FOR DISPOSAL AT AN APPROPRIATE FACILITY. SPILLS LARGE ENOUGH TO DISCHARGE TO SURFACE WATER WILL BE REPORTED TO THE NATIONAL RESOURCE CENTER AT 1-800-424-8802. -THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. -SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. -THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. - CONTRACTOR FOREMAN/SUPERINTENDENT WILL BE RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS ASSOCIATED WITH THEIR WORK AND WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE WILL DESIGNATE ANOTHER INDIVIDUAL WHO WILL BECOME RESPONSIBLE FOR PREVENTION AND CLEANUP. THE NAMES OF THE RESPONSIBLE INDIVIDUAL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ONSITE. E.BMP - DEWATERING -REFER TO THE ILLINOIS URBAN MANUAL FOR ALL SPECIFICATION REFERENCES UNDER THE DEWATERING SECTION. -ANY EXCAVATED AREA THAT FILLS WITH STORMWATER CAN BE SUBJECT TO PUMP DEWATERING. -DEWATERING SHALL CONSIST OF THE REMOVAL OF SURFACE WATER AND/OR GROUND WATER BY DIVERTING AND/OR REMOVING WATER FROM CONSTRUCTION SITES, WITHIN A WATERSHED, AS NEEDED TO PERFORM THE REQUIRED CONSTRUCTION IN ACCORDANCE WITH THE SPECIFICATIONS. -DEWATERING PRACTICES MUST BE DISCHARGED TO A STORM DRAIN SYSTEM; NO DEWATERING ACTIVITIES CAN BE DISCHARGED TO A COMBINED SEWER SYSTEM. -ALL OUTLETS FOR DEWATERING DISCHARGES SHALL BE STABLE AND PROTECTED FROM EROSION. -DIVERTING SURFACE WATER – COFFERDAMS, CHANNELS, SUMPS, FLUMES, AND TEMPORARY DIVERSIONS SHALL BE BUILT AND MAINTAINED, AS NEEDED. INSTALLATION OF COFFERDAMS AND SUMPS SHALL FOLLOW THE REQUIREMENTS AS OUTLINED IN PRACTICE STANDARDS COFFERDAM 803 AND SUMP PIT 950. EXCESS SURFACE RUNOFF SHALL BE DIVERTED FROM THE CONSTRUCTION AREA AS OUTLINED IN THE PRACTICE STANDARDS TEMPORARY DIVERSION 955, TEMPORARY SWALE 980, DIVERSION 815, AND DIVERSION DIKE 820. -REMOVING WATER – DRAINS, SUMPS, PUMPS, CASINGS, WELL POINTS AND ALL OTHER ITEMS REQUIRED TO DEWATER THE SITE SHALL BE FURNISHED, INSTALLED AND MAINTAINED. -WELL POINTS AND DEEP WELLS SHALL BE PLACED IN INTERVALS ALONG THE CONSTRUCTION AREA AS NECESSARY TO DEPRESS THE GROUNDWATER TABLE DURING CONSTRUCTION. MONITOR WELLS SHALL BE INSTALLED WHERE MEASUREMENT OF THE EFFECTIVENESS OF THE PUMPING IS REQUIRED. WELL POINT AND DEEP WELL DEWATERING SHALL BE TERMINATED AS SOON AS PRACTICAL. -IN POORLY DRAINED SOIL AREAS, OR WHERE WELL DEWATERING IS NOT PRACTICAL, PUMPING DIRECTLY FROM THE CONSTRUCTION TRENCHES SHALL BE ALLOWED. -ALL DEWATERING ACTIVITIES SHALL BE DONE IN A MANNER THAT DOES NOT NEGATIVELY IMPACT THE WATER QUALITY OF THE WATER TABLE OR CAUSE EROSION OR TRANSPORT SEDIMENT OR OTHER POLLUTANTS. -WATER REMOVED FROM TRAPS, BASINS AND OTHER WATER HOLDING DEPRESSIONS OR EXCAVATIONS, INCLUDING DEEP EXCAVATIONS FOR FOUNDATIONS AND UTILITIES BELOW THE GROUNDWATER ELEVATION, MUST FIRST PASS THROUGH A SEDIMENT CONTROL OR FILTRATION DEVICE. WHEN DEWATERING DEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION. DISCHARGES SHALL BE ROUTED THROUGH AN EFFECTIVE SEDIMENT CONTROL MEASURE. -SEDIMENT REMOVAL SHALL BE PROVIDED USING THE FOLLOWING PRACTICES OR COMBINATION OF PRACTICES DEPENDING ON THE SEDIMENT, DEWATERING METHOD, LOCATION, AND AMOUNT OF DEWATERING: WHERE SUMPS ARE USED, THEY SHALL MEET THE REQUIREMENTS OF SUMP PIT 950. IN ADDITION, WHERE SPACE IS AVAILABLE, TEMPORARY SEDIMENT TRAPS 960 SHALL BE USED TO DETAIN WATER AND REMOVE SEDIMENT FROM PUMPING AND DIVERSION OPERATIONS. WHERE THERE IS LIMITED SPACE A PORTABLE SEDIMENT TANK 895 SHALL BE USED TO RETAIN SEDIMENT FROM DEWATERING OPERATIONS. POLYACRYLAMIDE (PAM) FOR TURBIDITY REDUCTION AND SEDIMENT CONTROL 894 MAY ALSO BE USED, AS APPROPRIATE. -WHERE THERE IS LOW, INTERMITTENT AMOUNTS OF DEWATERING, PUMPS WITH FILTRATION BAGS SHALL BE USED. FILTRATION BAGS SHALL BE ATTACHED TO PUMP DISCHARGES AND SURROUNDED WITH A SECONDARY CONTAINMENT OR ON A STABILIZED AREA. FILTER BAGS SHALL NOT BE PLACED, WHOLE OR PARTIALLY, WITHIN AQUATIC AREAS (WETLANDS, STREAMS, ETC.) -THE MATERIAL FOR THE FILTRATION BAG SHALL MEET THE REQUIREMENTS OF MATERIAL SPECIFICATION 592 GEOTEXTILE, TABLE 2, CLASS I WITH A MINIMUM TENSILE STRENGTH OF 200 LBS. THE FILTRATION BAG SHALL BE SIZED PER MANUFACTURER RECOMMENDATIONS AND BASED ON THE SIZE OF THE PUMP. THE LARGEST SIZE PUMP TO BE USED WITH A FILTRATION BAG SHALL BE 4-INCH DIAMETER. -ALL DISCHARGES TO UNDISTURBED AREA, STABILIZED AREA OR WATERCOURSE SHALL BE DESIGNED AT A NON-EROSIVE VELOCITY CORRESPONDING TO THE SOIL AND VEGETATIVE COVER OF THE UNDISTRUBED AREA. -REMOVAL OF DEWATERING FACILITIES - THE TEMPORARY DEWATERING AREAS SHALL BE REMOVED AFTER THEY HAVE SERVED THEIR PURPOSE. THE DEWATERING AREAS SHALL BE GRADED AND STABILIZED WITH APPROPRIATE EROSION CONTROL PRACTICES. THE DEWATERING SITES AFTER REMOVAL SHALL NOT CREATE ANY OBSTRUCTION OF THE FLOW OF WATER OR ANY OTHER INTERFERENCE WITH THE OPERATION OF OR ACCESS TO THE PERMANENT WORKS. -OPERATIONS AND MAINTENANCE: 1. FOR SITES DISCHARGING DEWATERING WATER, AN INSPECTION MUST BE CONDUCTED DURING THE DISCHARGE, ONCE PER DAY ON WHICH THE DISCHARGE OCCURS AND RECORD THE FOLLOWING IN A REPORT WITHIN 24 HOURS OF COMPLETING THE INSPECTION: THE INSPECTION DATE; NAMES AND TITLES OF PERSONNEL PERFORMING THE INSPECTION; APPROXIMATE TIMES THAT THE DEWATERING DISCHARGE BEGAN AND ENDED ON THE DAY OF INSPECTION; ESTIMATES OF THE RATE (IN GALLONS PER DAY) OF DISCHARGE ON THE DAY OF INSPECTION; AND WHETHER OR NOT ANY OF THE FOLLOWING INDICATIONS OF POLLUTANT DISCHARGE WERE OBSERVED AT THE POINT OF DISCHARGE: A SEDIMENT PLUME, SUSPENDED SOLIDS, UNUSUAL COLOR, PRESENCE OF ODOR, DECREASED CLARITY, PRESENCE OF FOAM, A VISIBLE SHEEN ON THE WATER SURFACE, AND/OR VISIBLE OILY DEPOSITS ON THE BOTTOM OR SHORELINE OF THE RECEIVING WATER. 2. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE FLOW AREA AND TEMPORARY DIVERSIONS SHALL BE REPAIRED, AS REQUIRED. 3. OUTLET AREAS SHALL BE CHECKED AND REPAIRS SHALL BE MADE IN A TIMELY MANNER, AS NEEDED. 4. PUMP OUTLETS SHALL BE INSPECTED FOR EROSION, AND SUMPS SHALL BE INSPECTED FOR ACCUMULATED SEDIMENT. 5. DEWATERING BAGS SHALL BE REMOVED AND REPLACED WHEN HALF FULL OF SEDIMENT OR WHEN THE PUMP DISCHARGE HAS REDUCED TO AN IMPRACTICAL RATE. 6. IF THE RECEIVING AREA IS SHOWING ANY SIGNS OF CLOUDY WATER, EROSION, OR SEDIMENT ACCUMULATION, DISCHARGES SHALL BE STOPPED IMMEDIATELY ONCE SAFETY AND PROPERTY DAMAGE CONCERNS HAVE BEEN ADDRESSED. 7. SEDIMENT SHALL BE DISPOSED IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. ALLOWABLE NON-STORMWATER DISCHARGE MANAGEMENT: THE FOLLOWING NON-STORMWATER DISCHARGES WILL BE SUBJECT TO TREATMENT BY AN APPROPRIATE BMP -UNCONTAMINATED WATER LINE FLUSHING -PAVEMENTS WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OF HAZARDOUS MATERIALS HAVE OCCURRED. USING DETERGENT FOR WASHING PAVEMENT IS NOT ALLOWED) -LANDSCAPE IRRIGATION IDENTIFICATION OF THE RESPONSIBLE PARTIES FOR PERFORMING OPERATIONS AND MAINTENANCE TASKS FOR EROSION AND SEDIMENT CONTROL, STORMWATER COLLECTION FACILITIES, AND VOLUME CONTROL FACILITIES. MAINTENANCE NORTHWESTER UNIVERSITY FACILITIES STAFF / INSPECTOR:2020 RIDGE AVENUE EVANSTON, ILLINOIS 60208 PHONE: 847.491.5201 OWNER: NORTHWESTERN UNIVERSITY CONSTRUCTION MANAGER SHALL DETERMINE EXACT INSPECTION, MAINTENANCE AND STAFF TRAINING SCHEDULES BASED ON THE FOLLOWING GUIDELINES. OPERATION & MAINTENANCE CERTIFIED STORMWATER MANAGEMENT INSPECTIONS REMOVE FLOATABLES AND DEBRIS INSPECT FOR FLOATABLES AND DEBRIS REMOVAL OF ACCUMULATED SEDIMENT > 1' DEEP INSPECT FOR ACCUMULATED SEDIMENT ST O R M S E W E R S Y S T E M TASKS CO M P O N E N T S WEEKLY AND AFTER EACH 1/2" RAIN EVENT * AS REQUIRED * AS REQUIRED * STORMWATER MANAGEMENT SYSTEM MAINTENANCE TASKS AND SCHEDULE DURING CONSTRUCTION SCHEDULE OWNER'S REPRESENTATIVE, REPORTING TO DEVELOPER CONSTRUCTION OBSERVATIONS STREET/PAVEMENT SWEEPING WEEKLY AND AFTER EACH 1/2" RAIN EVENT * WEEKLY AND AFTER EACH 1/2" RAIN EVENT * AS REQUIRED * AS NEEDED * X X X X X X X REMOVE FLOATABLES AND DEBRIS INSPECT FOR FLOATABLES AND DEBRIS REMOVAL OF ACCUMULATED SEDIMENT > 1' DEEP TASKS ANNUALLY OR AS REQUIRED SEMI-ANNUALLY AS REQUIRED STORMWATER MANAGEMENT SYSTEM MAINTENANCE TASKS AND SCHEDULE POST CONSTRUCTION SCHEDULE X X X ST O R M S E W E R S Y S T E M CO M P O N E N T S INSPECT FOR ACCUMULATED SEDIMENT SEMI-ANNUALLYX INSPECTION & MAINTENANCE SCHEDULE: *TO ALSO BE COMPLETED DURING FINAL CLEANING AND PRIOR TO COMPLETING SITE DISTURBANCE CONTROLS & GOOD HOUSEKEEPING BMPS Pa g e 1 5 6 o f 1 8 2 SEEDED TURF PLANT BED, SEE LP-100 CONCRETE PAVEMENT CONTROL JOINT ISOLATION (EXPANSION) JOINT LIMIT OF WORK INFIELD MIX SYNTHETIC TURF SURFACING REPAIR EXISTING INFIELD MIX IN KIND STANDARD CURB AND GUTTER CURB TRANSITION CONCRETE CURB BOLLARD SEEDED TURF PLANT BED, SEE LP-100 CONCRETE PAVEMENT CONTROL JOINT ISOLATION (EXPANSION) JOINT LIMIT OF WORK INFIELD MIX SYNTHETIC TURF SURFACING REPAIR EXISTING INFIELD MIX IN KIND STANDARD CURB AND GUTTER CURB TRANSITION CONCRETE CURB BOLLARD 1 CS500 4 CS500 2 CS500 3 CS500 7 CS500 5 CS500 3 CS501 8 CS500 D31 J60 D31D31D31D31 D31 D31D31 D11 A81A81 A81 D31 D31 A81 IDG-1 D31 D11 D31 A81 TV ANDERSON HALL 34'-5" CONCRETE CURB SEE DETAIL 3/CS500 ASPHALT PAVEMENT AND PAVEMENT MARKINGS BY OTHERS BULLPEN BULLPEN R3'- 0 " PLAZA BY OTHERS FORMER PRACTICE FIELD IS CURRENTLY AN ACTIVE CONSTRUCTION SITE FOR AN ADJACENT DEVELOPMENT. REVIEW SITE CONDITIONS AND COORDINATE LOGISTICS WITH OWNER'S REPRESENTATIVE FOR ADJACENT DEVELOPMENT. 44'-3" 43'-0"9' - 8 " O. C . COMED TRANSFORMER PAD, 2/CS501 2'-0" MIN. 3' - 0 " MI N . 3' - 0 " MI N . 3' - 0 " MI N . FROST SLABS AT ALL DOORS, REFER TO STRUCTURAL FOR LOCATIONS. ADJUST JOINTING PATTERN WITH EXPANSION JOINTS WHERE STANDARD CONCRETE INTERFACES WITH FROST SLABS. 43 ' - 0 " 3'-0" MIN.3'-0" MIN. 10'-0" MIN.3'-0" MIN. 44 ' - 1 1 2" 9'-3" 7' - 5 1 2" 18'-0" 22'-0" SYNTHETIC TURF CONTAINMENT CURB, 6/CS500 SYNTHETIC TURF CONTAINMENT CURB, 6/CS500 HOME PLATE, 9/CS500 PITCHER'S PLATE, 10/CS500 6'-0" TYP. HOME PLATE, 9/CS500 PITCHER'S PLATE, 10/CS500 CONCRETE CURB, 5/CS500 CONCRETE CURB, 5/CS500 R3'- 0 " R3 ' - 0 " R1'-0" R2'- 0 " R2'-0" 11'-3" TRENCH DRAIN, 5/CU501 15 ' - 8 12" 8' - 8 12" 12 ' - 0 " 29 ' - 1 0 " 6' - 0 " 5'-6"21'-8"24'-10" NAME HEIGHT MAX. SPAN. BETWEEN POSTS FINISH GATE TYPE A FENCE TYPE A FENCE TYPE B FENCE TYPE C FENCE AND GATE SCHEDULE DETAIL GATE TYPE B GATE TYPE C 3'-0"6'-0"BLACK POLYMER COAT BLACK POLYMER COAT BLACK POLYMER COAT BLACK POLYMER COAT BLACK POLYMER COAT BLACK POLYMER COAT 6'-0" 8'-0" 3'-0" 8'-0" 3'-0" 10'-0" 12'-0" 4'-0" WIDTH (2) 11'-0" LEAFS 22'-0" OVERALL WIDTH (2) 4'-0" LEAFS 8'-0" OVERALL WIDTH 11/CS500 11/CS500 11/CS500 1/CS501 1/CS501 1/CS501 NAME HEIGHT MAX. SPAN. BETWEEN POSTS FINISH GATE TYPE A FENCE TYPE A FENCE TYPE B FENCE TYPE C FENCE AND GATE SCHEDULE DETAIL GATE TYPE B GATE TYPE C 3'-0"6'-0"BLACK POLYMER COAT BLACK POLYMER COAT BLACK POLYMER COAT BLACK POLYMER COAT BLACK POLYMER COAT BLACK POLYMER COAT 6'-0" 8'-0" 3'-0" 8'-0" 3'-0" 10'-0" 12'-0" 4'-0" WIDTH (2) 11'-0" LEAFS 22'-0" OVERALL WIDTH (2) 4'-0" LEAFS 8'-0" OVERALL WIDTH 11/CS500 11/CS500 11/CS500 1/CS501 1/CS501 1/CS501 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 LEGEND N 0'40'20'10' SCALE: 1" = 20' CS100 LAYOUT AND MATERIALS SHEET NOTES 1.CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE LAYOUT AS DIRECTED BY THE LANDSCAPE ARCHITECT TO ENSURE PROPER CONNECTION TO EXISTING FACILITIES AND SITE AMENITIES. 2.PROPOSED WALKS AND PATHWAYS TO BE FIELD STAKED FOR APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3.CONTRACTOR SHALL SET AUXILIARY BENCHMARKS AS REQUIRED TO LAYOUT AND CONSTRUCT WORK. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ANY ADDITIONAL NECESSARY HARDWARE PERTAINING TO THE INSTALLATION OF RECYCLING & TRASH RECEPTACLES AND BENCHES. 5.AN ELECTRONIC COPY OF AN AUTOCAD DRAWING FILE WILL BE PROVIDED FOR LAYOUT OF PROPOSED FACILITIES AND SHOULD BE USED ONLY FOR THOSE FACILITIES. NO GUARANTEE IS MADE BY SMITHGROUP FOR THE ACCURACY OF WORK PROVIDED BY OTHERS. 6.IN THE EVENT OF ANY DISCREPANCIES BETWEEN THESE CONTRACT DOCUMENTS AND THE ELECTRONIC FILES, THE DRAWINGS WILL CONTROL. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY WHEN ANY DISCREPANCY IS NOTED PRIOR TO PROCEEDING. 7.HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOT REPRESENT DIRECTIONAL LAYOUT OR PATTERN OF MATERIALS. 8.WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, JOINT PATTERNS SHALL MATCH AND SUPERCEDE JOINT PATTERNS SHOWN ON PLANS. CONTRACTOR SHALL COORDINATE LOCATIONS AND PATTERNS IN FIELD WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9.IN ADDITION TO THOSE SHOWN, EXPANSION JOINTS SHALL BE LOCATED AT ALL FIXED SITE ELEMENTS, I.E. WHERE PAVEMENT MEETS BUILDINGS, UTILITIES, ETC. 10.REFER TO CIVIL AND ELECTRICAL PLANS FOR LOCATION, SIZE, AND MATERIALS OF ANY SLEEVES REQUIRED BELOW PAVEMENT SECTIONS. Pa g e 1 5 7 o f 1 8 2 6" 8" CLEAR 3" CONCRETE PAVEMENT WWF AT MIDPOINT OF PAVEMENT ADJACENT PAVEMENT - VARIES, SEE PLANS AGGREGATE BASE (CA-7) SUBGRADE GEOTEXTILE APRON 1 3 1 2 3 4 5 2 45 6 6 1 CONCRETE PAVEMENT TOOLED JOINT TO T 4 DEPTH OF PAVEMENT. (T= CONCRETE PAVEMENT THICKNESS). WWF AT MIDPOINT OF PAVEMENT 2 1 2 1 CS500 3 2 6" 2' - 0 " CAST-IN-PLACE CONCRETE T/C (TOP OF CURB ELEVATION) ADJACENT MATERIAL B/C (BOTTOM OF CURB ELEVATION) CONCRETE PAVEMENT WWF AT MIDPOINT OF PAVEMENT #4 REINF BARS (TYP.), CONTINUOUS AND DEFORMED BAR COMPACTED AGGREGATE BASE (CA-6) TOPSOIL EXPANSION JOINT 5/8" DIA. x 18", LONG STEEL EPOXY COATED SLIP DOWEL TYP. UNLESS OTHERWISE NOTED; SLEEVE ONE END; SPACE 3'-0" O.C. 1 2 3 4 1 2 5 4" 4" VA R I E S , SE E CI V I L 5 4 7 3 6 8 6" 1'-2" R12" 6 7 8 9 9 10 3 CS-500 1 CS-500 11 11 10 1 CONCRETE PAVEMENT CONCRETE EDGE, 18" RADIUS JOINT SEALANT, COLOR TO MATCH CONCRETE BACKER ROAD 5/8" DIA. x 18", LONG STEEL EPOXY COATED SLIP DOWEL TYP. UNLESS OTHERWISE NOTED; SLEEVE ONE END; SPACE 3'-0" O.C. EXPANSION JOINT MATERIAL TO FULL DEPTH 2 2 1 1 CS500 3 3 1 2" 4 4 5 6 5 6 3" SYNTHETIC FIBER INFILL MATERIAL FINISHED GRADE ELEVATION (TOP OF INFILL) TURF BASE STONE AGGREGATE BASE (CA-7) NON-WOVEN FILTER FABRIC COMPACTED SUBGRADE 1 1 2 3 4 5 6 7 2 3 4 5 6 7 8" 6" 1' - 6 " 8" 1 2" M A X . T Y P . NOTES: 1. PROVIDE FULL DEPTH EXPANSION JOINTS AT 30'-0" O.C. MAX. AND AT ALL CORNER LOCATIONS. 2. PROVIDE 1/2", TYP. RADIUS ON ALL EXPOSED EDGES OF CURB. 3. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE, DIRECTION SHALL BE PERPENDICULAR TO THE LENGTH. 4. CONTAINMENT CURB TO RECEIVE FULL DEPTH EXPANSION JOINT AT INTERFACE OF CONCRETE PAVEMENT. ADJACENT CONDITIONS, SEE PLANS (FINISHED GRADE 1 2" BELOW TOP OF CURB) (2) #4 REBAR CONTINUOUS CAST-IN-PLACE CONCRETE CURB COMPACTED AGGREGATE BASE (CA-6) COMPACTED SUBGRADE 2X4 PRESSURE TREATED NAILER BOARD ATTACHED TO CURB. ATTACH TURF WITH STAINLESS STEEL FASTENERS AT 12" O.C. SYNTHETIC TURF SURFACING 1 1 2 3 4 5 6 7 4 CS-500 2 3 4 5 6 7 6" M I N . 6" 1" 6"7"6" 6" 8" 12" 6" R1" 19" TC - SEE PLANS G - SEE PLANS SLOPE R=1/4" NOTES: 1. EXPANSION JOINTS WITH PREFORMED 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED TO FULL DEPTH AT: a. 5 FT. ON EACH SIDE OF DRAINAGE STRUCTURES b. MAX. OF 60 FT. INTERVALS c. CONNECTIONS TO EXISTING CURBS; SEE CURB EXPANSION JOINT DETAIL. 2. TOOLED CONTROL JOINTS SHALL BE CONSTRUCTED AT 15 FT. INTERVALS. 3. ASPHALT SHALL BE HELD 1/4" ABOVE GUTTER GRADE AT LOCATIONS WHERE ASPHALT PAVEMENT MEETS CURB & GUTTER UNLESS GUTTER IS REVERSE PITCH 4. SEE PLAN FOR LOCATION OF REVERSE PITCH GUTTER 1" R1" DEPRESS CURB AT DRIVEWAYS AND RAMPS SLOPE 3/4" PER FOOT ADJACENT PAVEMENT, NOT IN SCOPE COMPACTED AGGREGATE BASE (CA-6) (2) #5 BARS CONTINUOUS GEOTEXTILE FABRIC COMPACTED SUBGRADE 1 2 3 4 1 2 5 6 7 3 4 5 6 7 2'-0" SQ. 9" 6" 1 2 3 4 5 6 HOME PLATE SYNTHETIC TURF SURFACING GALVANIZED METAL SLEEVE CONCRETE BASE FOUNDATION COMPACTED AGGREGATE BASE TURNDOWN COMPACTED SUBGRADE 1 2 3 4 5 6 4" 6" TYP. 4 CS-500 10 0 % C L A Y B L O C K S PITCHER'S PLATE 1 4" INFIELD MIX DRESSING TAMP AROUND WITH 100% CLAY. 11 2" MAXIMUM, 1" MINIMUM 100% CLAY BLOCKS, SET TOP ELEVATION 12" BELOW FINISH GRADE COMPACTED SUBGRADE 1 2 3 4 5 1 2 3 4 5 6'-0" O.C. MAX. 3' - 0 " 2" 1 2 3 4 6 7 8 5 TOP RAIL TENSION BAND TENSION BAR 2" MESH WIRE TIES 24" O.C. BOTTOM RAIL CONCRETE PAVEMENT OR CONTAINMENT CURB, SEE PLANS FOR CONDITIONS TERMINAL AND CORNER POST LINE POST CONCRETE FOOTING, TO BE DESIGNED, STAMPED, AND SIGNED BY A STRUCTURAL ENGINEER FOR REVIEW BY LANDSCAPE ARCHITECT. 1 2 3 4 5 6 7 8 9 10 10 9 10'-0" MAX. 6' - 0 " EQ U A L EQ U A L 2" 1 2 3 4 5 6 7 9 10 11 12 13 8 POST CAP TOP RAIL TENSION BAND TENSION BAR CENTER BRACE RAIL 2" MESH TRUSS ROD WITH TURNBUCKLE AT TERMINAL PANEL, AS REQUIRED WIRE TIES 24" O.C. WIRE TIES 15" O.C. TENSION WIRE OR BOTTOM RAIL CONCRETE PAVEMENT OR CONTAINMENT CURB, SEE PLANS FOR CONDITIONS TERMINAL AND CORNER POST LINE POST CONCRETE FOOTING, TO BE DESIGNED, STAMPED, AND SIGNED BY A STRUCTURAL ENGINEER FOR REVIEW BY LANDSCAPE ARCHITECT. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 12'-0" MAX. 8' - 0 " EQ U A L EQ U A L 2" 1 2 3 4 5 6 7 9 10 11 12 13 8 POST CAP TOP RAIL TENSION BAND TENSION BAR CENTER BRACE RAIL 2" MESH TRUSS ROD WITH TURNBUCKLE AT TERMINAL PANEL, AS REQUIRED WIRE TIES 24" O.C. WIRE TIES 15" O.C. TENSION WIRE OR BOTTOM RAIL CONCRETE PAVEMENT OR CONTAINMENT CURB, SEE PLANS FOR CONDITIONS TERMINAL AND CORNER POST LINE POST CONCRETE FOOTING, TO BE DESIGNED, STAMPED, AND SIGNED BY A STRUCTURAL ENGINEER FOR REVIEW BY LANDSCAPE ARCHITECT. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 NOTE: 1.SEE ARCHITECTURAL PLANS FOR PADDING DETAILS. 2.SEE STRUCTURAL PLANS FOR FOOTING DETAILS AT DUGOUT. 1 7' - 0 " 3' - 0 " 10 ' - 0 " 5'-0" 10'-0" 2 PITCHER'S PLATE 100% CLAY BLOCKS INFIELD MIX INSTALLED BEYOND CLAY BLOCKS 1 2 5'-0" PITCHER'S PLATE PLAN - SCALE: 1/2" = 1' 3 3 1 4" TOP DRESSING 5 1 2" COMPACTED INFIELD MIX COMPACTED SUBGRADE 1 2 1 2" 512" 1 2 6 3 NOTES: 1.INFIELD MIX TO BE: 1.1.PRODUCT: HILLTOPPER MIX 1.2.MANUFACTURER: STABILIZER SOLUTIONS 2.INSTALL PER MANUFACTURER'S PERFORMANCE SPECIFICATIONS. 3.SEE DETAIL 10/CS500 FOR PITCHER'S PLATE DETAIL AND LOCATION OF CLAY BLOCKS. SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 CS500 LAYOUT AND MATERIALS DETAILS SCALE: 1" = 1' CONCRETE PAVEMENT1 SCALE: 1" = 1' CONTROL JOINT2 SCALE: 1" = 1' CONCRETE CURB5 SCALE: 1" = 1' EXPANSION JOINT3 SCALE: 1" = 1' SYNTHETIC TURF CONTAINMENT CURB6 SCALE: 1" = 1' SYNTHETIC TURF SURFACING4 SCALE: 1" = 1' CURB & GUTTER7 SCALE: 1" = 1' PITCHER'S PLATE10 SCALE: 1" = 1' HOME PLATE9 SCALE: 1/2" = 1' FENCES TYPE A, B, C11 SCALE: 1" = 1' INFIELD MIX8 Pa g e 1 5 8 o f 1 8 2 GATE TYPE A SEE SCHEDULE - CS100 1 3 3 4 TOP RAIL FABRIC ON SAME SIDE OF FENCE AS FIELD FINISH GRADE CONCRETE FOOTING, TO BE DESIGNED, STAMPED, AND SIGNED BY A STRUCTURAL ENGINEER FOR REVIEW BY LANDSCAPE ARCHITECT. PANIC HARDWARE WITH EXIT PUSH BAR AND PLATE ON FIELD SIDE WITH LOCKABLE LEVER HANDLE ON OUTSIDE OR STANDARD GATE LATCH PER SPECIFICATIONS. SEE SHEET LV-102 FOR LOCATION OF GATES WITH PANIC HARDWARE ADA TOE PLATE CONCRETE PAVEMENT OR CONCRETE CURB, SEE PLANS FOR CONDITIONS 1 2 3 4 5 8'-0" 8' - 0 " 6 5 SE E S C H E D U L E - C S 1 0 0 TOP RAIL POST CAP FABRIC ON SAME SIDE OF FENCE AS FIELD FINISH GRADE CONCRETE FOOTING, TO BE DESIGNED, STAMPED, AND SIGNED BY A STRUCTURAL ENGINEER FOR REVIEW BY LANDSCAPE ARCHITECT. DOUBLE GATE LATCH & LOCK DROP ROD AND DROP ROD SLEEVE CONCRETE PAVEMENT OR CONCRETE CURB, SEE PLANS FOR CONDITIONS 1 2 3 4 5 6 1 2 3 4 5 6 7 7 PANIC HARDWARE: 1.ALL PANIC HARDWARE TO COMPLY WITH APPLICABLE FIRE / LIFE SAFETY CODES. ALL HARDWARE TO COMPLY WITH APPLICABLE BUILDING AND ACCESSIBILITY CODES. 2.PLACE ON PANIC GATES ONLY. 3.SURFACE MOUNT EXIT BAR. 4.MOUNTING PLATE. 5.ADJUSTABLE RECEIVER BRACKET. 6.STAINLESS STEEL SCREWS AND FASTENERS. 7.COLOR: BLACK. 8.PROVIDE LOCKABLE LEVER HANDLE FOR OUTSIDE OF ALL PEDESTRIAN GATES GATE TYPE C 34 " M I N . / 4 8 " M A X . 6 3" 3" 22'-0" 3' - 0 " TOP RAIL FABRIC ON SAME SIDE OF FENCE AS FIELD FINISH GRADE CONCRETE FOOTING, TO BE DESIGNED, STAMPED, AND SIGNED BY A STRUCTURAL ENGINEER FOR REVIEW BY LANDSCAPE ARCHITECT. DOUBLE GATE LATCH & LOCK DROP ROD AND DROP ROD SLEEVE CONCRETE PAVEMENT OR CONCRETE CURB, SEE PLANS FOR CONDITIONS 1 2 3 4 5 1 2 3 4 5 6 6 GATE TYPE B 3" 3" 3" NOTE: 1.GATE TO PROVIDE MIN. 6" CLEARANCE ON BOTH SIDES OF TARP. 3" 7 7 7 7 8 8 2 3 1/8" WALL Ø6" 3' - 0 " 1 2 3 FIXED BODY BOLLARD FINISHED GRADE CONCRETE PAVEMENT ANCHOR BOLTS, PER MANUFACTURER'S SPECIFICATIONS 1 4 4 NOTES: 1.BOLLARD TO BE: 1.1.PRODUCT: SSB06040 1.2.MANUFACTURER: CALPIPE INDUSTRIES 1.3.HEIGHT: 36" STANDARD 1.4.FINISH: #4 BRUSHED FINISH 1.5.CAP STYLE: VIKING 1.6.MOUNT: BASEPLATE SURFACE MOUNT SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 CS501 LAYOUT AND MATERIALS DETAILS SCALE: NTS COMED TRANSFORMER PAD2 SCALE: 1/2" = 1' GATES TYPE A, B, C1 SCALE: 3/4"=1'-0" BOLLARD3 Pa g e 1 5 9 o f 1 8 2 D D DD D D E D S co co co co co co co co co co co co co co co co co co co co w S E E S S D D D D D S w w w D D w w w SOFTBALL PROJECT LIMITS DEVELOPMENT BEYOND LIMITS INCLUDING BUT NOT LIMITED TO PARKING LOTS, DRIVES, STORMWATER VAULTS, SEWER, WATER LINE, AND GAS LINES IS BY OTHERS, TYP. SAN103 RIM: 26.02 D D S S w D co co E D D co co D D E D31 J60 D31D31D31D31 D31 D31D31 D11 A81A81 A81 D31 D31 A81 IDG-1 D31 D11 D31 A81 TV 26.32 26.50 RIM: 26.29 25.78 M.E.± 26.00 25.95 26.0026.05 M.E.± 26.05 M.E.± 26.00 25.94 26.00 M.E.±25.95 M.E.± 25.95 M.E.± 26.03 26.3726.40 26.4526.45 26.50 26.50 26.32 26.50 26.50 26.50 26.50 26.50 26.50 26.50 26.50 26.50 26.12 26.29 26.20 RIM: 25.95 RIM: 26.16 26.3226.32 26.18 26.0025.89 M.E.± RIM: 25.90 25.86 M.E.± ADJ RIM: 25.90 RIM: 25.88 RIM: 26.29 RIM: 26.14 26.41 T/C 25.60 26.33 26 26 26 25.91 M.E.±25.73 M.E.± 25.72 T/C 26.46 25.67 25.73 26.34 M.E.± 26.50 26.3526.50 26.36 26.3726.50 26.50 26.50 26.29 26.44 RIM: 25.32 26.40 26.3626.14 26.11 26.22 26.20 T/C 25.39 25.64 25.64 26.31 25.50 T/C 25.20 T/C 25.76 25.76 25.38 T/C 26.35 26.27 26.22 26.22 26.27 T/C 26.18 T/C 26.29 T/C 26.29 T/C 26.18 26.22 26.29 26.22 26.29 25.81 T/C 26.20 26.20 T/C 26.31 26.18 25.48 T/C 26.31T/C 26.20 25.61 RIM: 25.9225.97 T/C 26.78 T/C 26.78T/C 26.45 25.96 25.96 25.96 T/C 26.6025.96 T/C 26.50 T/C 26.50 T/C 26.45 T/C 25.53 25.48 25.31 RIM: 25.89 RIM: 25.59 26.20 RIM: 25.46 RIM: 25.63 25.85 M.E.± RIM: 25.61 25.4225.49 25.48 25.74 25.77 25.83 26.34 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADING LIMITS GRADE BREAK LINE PROFILE - EXISTING GRADE PROFILE - FINISH GRADE LIMIT OF WORK DRAINAGE SLOPE DRAINAGE SWALE FLOW DIRECTION PROPOSED SPOT ELEVATION APPROX. SPOT ELEVATION: MATCH EXISTING GRADE APPROX. SPOT ELEVATION: MATCH EXISTING GRADE & CROSS SLOPE OF ROADWAY STRUCTURE RIM ELEVATION TOP OF CURB ELEVATION EDGE OF PAVEMENT ELEVATION 861.50 861.50 M.E. T/C 861.50 861.50 M.R. RIM 861.50 865 864 865 864 2.5% 861.50 E/P 861.50 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 N 0'40'20'10' SCALE: 1" = 20' CG100 SITE GRADING PLAN PROPOSED SOFTBALL STADIUM FFE 26.50 SHEET NOTES LEGEND 1.THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL IMPROVEMENTS TO THE ADJACENT EXISTING CONDITIONS WITH SMOOTH TRANSITIONS TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES, CROSS SLOPE, HAZARDOUS CONDITIONS, ETC. 2.CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE DESIGN INTENT AND EXISTING CONDITIONS AND ANY CONFLICTING INFORMATION REGARDING FINISH GRADES AND ELEVATIONS. 3.ALL EXISTING UTILITY STRUCTURES (SHOWN OR NOT SHOWN ON THE DRAWINGS) WITHIN THE AREA OF WORK SHALL BE ADJUSTED OR RECONSTRUCTED TO THE FINISH GRADES SHOWN AND SPECIFIED. KEYED NOTES MATCH EXISTING GRADE AT LIMITS OF RESTORATION. MATCH PROPOSED GRADE OF ADJACENT DEVELOPMENT A A TYP. B B TYP. A TYP. Pa g e 1 6 0 o f 1 8 2 SANITARY MANHOLE CLEANOUT STORM STRUCTURE SQUARE INLET ELECTRICAL MANHOLE WATER MAIN SANITARY SEWER STORM SEWER UNDERDRAIN ELECTRICAL LINE UNDERGROUND GATE VALVE SOFTBALL PROJECT LIMITS PROPERTY LIMITS co S D w E 3 CU500 2 CU501 2 CU500 4 CU501 1 CU500 WATER MAIN SANITARY SEWER STORM SEWER UNDERDRAIN NATURAL GAS LINE FIBER OPTIC LINE ELECTRICAL LINE UNDERGROUND CATV LINE UNDERGROUND NURF UNDERGROUND VAULT SANITARY MANHOLE CLEANOUT STORM STRUCTURE GATE VALVE S co D w D D DD D D E D S co co co co co co co co co co co co co co co co co co co co w S E E S S D D D D D S w w w D D w w w SOFTBALL PROJECT LIMITS DEVELOPMENT BEYOND LIMITS INCLUDING BUT NOT LIMITED TO PARKING LOTS, DRIVES, STORMWATER VAULTS, SEWER, WATER LINE, AND GAS LINES IS BY OTHERS, TYP. D31 J60 D31D31D31D31 D31 D31D31 D11 A81A81 A81 D31 D31 A81 IDG-1 D31 D11 D31 A81 TV D REPLACE PERIMETER INFIELD UNDERDRAIN AND CONNECT TO OUTFIELD SYSTEM REPLACE PERIMETER UNDERDRAIN AND CONNECT TO OUTFIELD SYSTEM 194 LF - 3" DIP STORMWATER VAULT (BY OTHERS) D S S 7 LF - 12" DIP @ 0.76% 19 LF - 12" DIP @ 0.32% 55 LF - 12" DIP @ 0.27% 62 LF - 10" DIP @ 0.32% MH104 (4 ∅) RIM: 26.14 12" NW INV: 22.35 12" S INV: 22.35 25 LF - 10" DIP @ 0.36% SAN103 (4 ∅) RIM: 26.02 8" N INV: 18.78 8" SE INV: 18.68 SAN100 (4 ∅) RIM: 25.08 8" S INV: 17.50 8" E INV: 17.00 CONNECT TO EXISTING WATER W/ CUT-IN 8" X 8" X 3" TEE 195 LF - 6" PERF HDPE 17 LF - 6" PERF HDPE 195 LF - 6" PERF HDPE ENCASE SANITARY W/ 18" WATERMAIN QUALITY PIPE PARKING LOT IS PROPOSED CONDITION BY AN ADJACENT DEVELOPMENT AND TO BE CONSTRUCTED BY OTHERS. COORDINATE LOGISTICS WITH OWNER'S REPRESENTATIVE FOR ADJACENT DEVELOPMENT. CONNECT TO DISTRIBUTION PIPE INV: 21.00 (BY OTHERS) S INL110 (2 ∅) RIM: 26.16 4" W INV: 22.92 10" S INV: 22.92 33 LF - 10" DIP @ 0.49% w INL107 (4 ∅) RIM: 25.96 10" W INV: 22.76 10" N INV: 22.76 10" E INV: 22.76 INL108 (2 ∅) RIM: 25.88 10" E INV: 22.85 8" N INV: 22.18 INL106 (2 ∅) RIM: 26.29 10" W INV: 22.56 6" N INV: 22.86 6" SW INV: 24.02 12" E INV: 22.56 INL105 (2 ∅) RIM: 26.33 12" W INV: 22.41 12" SE INV: 22.41 6" SW INV: 24.02 CONNECT TO MANHOLE INV: 15.00 (BY OTHERS) CONNECT TO EXISTING CITY COMBINED SEWER D CB202 (4 ∅) RIM: 25.33 8" NW INV: 22.53 10" S INV: 22.53 co CO1 RIM: 25.97 6" E INV: 24.23 42 LF - 6" PERF HDPE @ 0.50% STORMWATER VAULT (BY OTHERS) co CO2 RIM: 26.23 4" E INV: 22.92 76 LF - 4" PERF HDPE 33 LF - 8" DIP @ 0.98% MH200 (4 ∅) RIM: 26.42 10" W INV: 22.55 10" N INV: 22.13 8" E INV: 21.21 16" S INV: 22.13 22 LF SECONDARY ELEC DB 11 LF - 6" DIP @ 1.01% 305 L F P R I M A R Y E L E C D B PRIMARY ELECTRICAL DB TO EXTEND AND CONNECT TO VISTA IN SERVICE YARD ROOF DRAIN CONNECTION 8" INV: 22.65 (w/ 8"x10" INCREASER) 7 LF - 10" HDPE @ 1.43% 64 LF SPARE ELEC DBE 4'X4' ELECTRICAL MANHOLE D 66 L F - 1 6 " D I P @ 1 . 3 0 % D co co 11 LF - 6" DIP @ 2.56% SAN104 (4 ∅) RIM: 26.23 6" W INV: 20.23 8" S INV: 19.54 S S MH101 (4 ∅) RIM: 26.25 16" N INV: 20.60 16" NW INV: 16.31 16" SE INV: 16.31 8 LF - 16" DIP @ 4.08% CONNECT TO EX CATCH BASIN 12" INV: 16.64 15 1 L F - 8 " D I P @ 0 . 5 0 % 148 LF - 16" DIP @ 1.03% 5 LF - 8" DIP @ 0.50% STUB FOR FUTURE CONNECTION 113 LF - 8" DIP @ 0.50% 26 LF - 8" DIP @ 0.50% 39 LF - 18" DIP @ 1.00% SAN101 (4 ∅) RIM: 25.25 8" W INV: 17.73 8" N INV: 17.63 SAN102 (4 ∅) RIM: 25.47 8" NW INV: 18.39 8" E INV: 18.29 SANITARY CONNECTION 6" INV: 20.50 MH100 (4 ∅) RIM: 25.30 16" NW INV: 15.39 18" S INV: 15.39 ROOF DRAIN CONNECTION 6" INV: 22.97 MH201 (4 ∅) RIM: 26.32 10" N INV: 22.35 6" W INV: 22.67 10" S INV: 22.35 5 LF - 8" DIP @ 0.47% STUB FOR FUTURE CONNECTION 63 L F - 1 0 " D I P @ 0 . 3 5 % 51 LF - 10" DIP @ 0.36% TD203 RIM: 25.46 INV: 22.85 CO4 RIM: 26.25 6" S INV: 23.25 44 LF - 6" HDPE @ 0.50% 67 L F - 6 " P E R F H D P E @ 0 . 5 0 % TD203 RIM: 25.89 CO3 RIM: 26.24 6" SE INV: 22.91 D D DP DP 25 LF - 8" PERF HDPE 16 LF - 8" PERF HDPE 20 LF - 8" DIP @ 0.44% E 4'X4' ELECTRICAL MANHOLE MH103 (4 ∅) RIM: 25.63 12" N INV: 22.45 4" N INV: 21.00 12" S INV: 22.45 10 LF - 12" HDPE @ 0.50% 5 LF - 12" HDPE @ 0.97% CONNECT TO EX CATCH BASIN 12" INV: 22.40 4 LF - 4" HDPE UNDERGROUND INFILTRATION VAULT INLET (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS)(BY OTHERS) (BY OTHERS) 53 L F - 8 " D I P @ 0 . 5 0 % (B Y O T H E R S ) 5 LF - 16" DIP @ 1.30% STUB FOR FUTURE CONNECTION (BY O T H E R S ) 40 LF - 8" DIP @ 0.47% (BY OTHERS) co CO5 RIM: 25.90 6" N INV: 24.15 25 LF - 6" PERF HDPE @ 0.51% SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 LEGEND N 0'40'20'10' SCALE: 1" = 20' SOFTBALL UTILITIES UTILITIES (BY OTHERS) CU100 SITE UTILITY PLAN PROPOSED SOFTBALL STADIUM SHEET NOTES 1.BEFORE ANY EXCAVATION ON THE SITE, CALL J.U.L.I.E. @ 800.892.0123 TO LOCATE ANY EXISTING UTILITIES ON THE SITE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL BURIED UTILITIES IN THE AREAS OF WORK BEFORE STARTING OPERATIONS. THE CONTRACTOR SHALL BE LIABLE FOR THE COST OF REPAIRING OR REPLACING ANY BURIED CONDUIT, CABLES, OR PIPING DAMAGED DURING THE INSTALLATION OF THIS WORK. 2.VERIFY DEPTH AND LOCATION OF EXISTING SEWER AND MANHOLES PRIOR TO START OF ANY SEWER CONSTRUCTION. REPORT ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECT/ENGINEER 3.ALL UTILITY STRUCTURES, INCLUDING BUT NOT LIMITED TO: CLEAN-OUTS, MANHOLES, CATCH BASINS, STRUCTURES, VALVE BOXES, SHUT OFF VALVES, VAULT COVERS, ELECTRICAL VAULT COVERS, ELECTRICAL PULL BOXES, ETC., TO REMAIN SHALL BE ADJUSTED TO FINISH GRADE UNLESS OTHERWISE NOTED. 4.WHEREVER A SEWER CROSSES UNDER A WATER MAIN, THE MINIMUM VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATER MAIN SHALL BE 18 INCHES. FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANITARY SEWERS AND WATER MAINS SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18" VERTICAL SEPARATION; OR THE SEWER IS LAID IN THE SAME TRENCH WITH THE WATER MAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED EARTH, KEEPING A MINIMUM 18" VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL DISTANCES DESCRIBED ABOVE CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE WATER MAIN, THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS. 5.ALL WATER SERVICE LINES, WATER MAIN, FITTINGS AND APPURTENANCES SHALL BE DUCTILE IRON PIPE (DIP) IN ACCORDANCE WITH THE SPECIFICATIONS. 6.ALL WATER SERVICE LINE AND WATER MAIN WORK, TESTING AND FLUSHING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF EVANSTON MUNICIPAL CODE AND STANDARD SPECIFICATIONS FOR WATER & SEWER MAIN CONSTRUCTION IN ILLINOIS, SEVENTH EDITION. 7.ALL DRY UTILITY WORK (GAS, ELECTRIC, FIBER OPTIC, ETC) MUST BE COORDINATED WITH AND CONSTRUCTED TO THE STANDARDS OF THE PROVIDER. 8.SEE ELECTRICAL PLANS FOR ELECTRICAL SERVICE REQUIREMENTS. ROUTING FOR ELECTRICAL SHOWN FOR COORDINATION WITH CIVIL ONLY. 1-4 CU502 1-2 CU503 Pa g e 1 6 1 o f 1 8 2 EL E V A T I O N STATION 9 10 15 20 25 30 35 9 10 15 20 25 30 35 EG FG -0+12 0+00 26 . 3 9 26 . 3 9 0+50 25 . 2 9 25 . 2 9 1+00 25 . 3 7 25 . 3 7 1+50 1+62 EXISTING GRADE PROPOSED GRADE (BY ADJACENT PROJECT) 8" SAN B/P: 18.8± 8" DI WATER B/P: 19.46' MH - 2 5 5 S 1 6 " I N V : 1 6 . 4 0 W 8 " I N V : 1 3 . 8 2 N 1 8 " I N V : 1 5 . 0 0 E 1 8 " I N V : 1 3 . 2 7 RI M : 2 5 . 7 3 (BY OTHERS) 39 LF - 18" DIP @ 1.00%66 LF - 16" DIP @ 1.30% MH 1 0 0 NW 1 6 " I N V : 1 5 . 3 9 S 1 8 " I N V : 1 5 . 3 9 RI M : 2 5 . 3 0 MH 1 0 1 N 1 6 " I N V : 2 0 . 6 0 NW 1 6 " I N V : 1 6 . 3 1 SE 1 6 " I N V : 1 6 . 3 1 RI M : 2 6 . 2 5 CONNECT TO MH (BY OTHERS) INV: 15.00 ELEC DUCT BANK (BY OTHERS) T/DB: 12.7± 8" SAN B/P: 18.2± (BY OTHERS)(BY OTHERS) 5 LF - 16" DIP @ 1.30% STUB FOR FUTURE CONNECTION (B Y O T H E R S ) (B Y O T H E R S ) EL E V A T I O N STATION 9 10 15 20 25 30 35 9 10 15 20 25 30 35 EG FG -0+12 0+00 25 . 3 8 25 . 3 8 0+50 25 . 4 2 25 . 4 2 1+00 25 . 3 9 25 . 3 9 1+50 25 . 4 2 25 . 4 2 2+00 25 . 4 9 25 . 4 9 2+50 25 . 3 4 25 . 3 4 3+00 3+12 EAST STORMLINE 148 LF - 16" DIP @ 1.03% PROPOSED GRADE (BY ADJACENT PROJECT) EXISTING GRADE CB 2 0 2 NW 8 " I N V : 2 2 . 5 3 S 1 0 " I N V : 2 2 . 5 3 RI M : 2 5 . 3 3 51 LF - 10" DIP @ 0.36%33 LF - 8" DIP @ 0.98% PROPOSED GRADE CONNECT TO TRENCH DRAIN MH 2 0 0 W 1 0 " I N V : 2 2 . 5 5 N 1 0 " I N V : 2 2 . 1 3 E 8 " I N V : 2 1 . 2 1 S 1 6 " I N V : 2 2 . 1 3 RI M : 2 6 . 4 2 MH 2 0 1 N 1 0 " I N V : 2 2 . 3 5 W 6 " I N V : 2 2 . 6 7 S 1 0 " I N V : 2 2 . 3 5 RI M : 2 6 . 3 2 63 LF - 10" DIP @ 0.35% 6" SAN T/P: 20.9± MH 1 0 1 N 1 6 " I N V : 2 0 . 6 0 NW 1 6 " I N V : 1 6 . 3 1 SE 1 6 " I N V : 1 6 . 3 1 RI M : 2 6 . 2 5 EL E V A T I O N STATION 9 10 15 20 25 30 35 9 10 15 20 25 30 35 EG FG -0+12 0+00 24 . 9 7 24 . 9 7 0+50 25 . 0 6 25 . 0 6 1+00 25 . 4 7 25 . 4 7 1+50 25 . 6 8 25 . 6 8 2+00 25 . 3 1 25 . 3 1 2+50 25 . 4 2 25 . 4 2 3+00 25 . 4 2 25 . 4 2 3+50 25 . 3 9 25 . 3 9 4+00 4+12 EXISTING GRADE PROPOSED GRADE (BY ADJACENT PROJECT) 8" DI WATER B/P: 19.57' SA N 1 0 3 N 8 " I N V : 1 8 . 7 8 SE 8 " I N V : 1 8 . 6 8 RI M : 2 6 . 0 2 SA N 1 0 4 W 6 " I N V : 2 0 . 2 3 S 8 " I N V : 1 9 . 5 4 RI M : 2 6 . 2 3 151 LF - 8" DIP @ 0.50% 11 LF - 6" DIP @ 2.56% 54" STM T/P: 15.63± BUILDING CONECTION INVERT: 20.50 5 LF - 8" DIP @ 0.50% STUB FOR FUTURE CONNECTION SA N 1 0 2 NW 8 " I N V : 1 8 . 3 9 E 8 " I N V : 1 8 . 2 9 RI M : 2 5 . 4 7 113 LF - 8" DIP @ 0.50% 26 LF - 8" DIP @ 0.50% SA N 1 0 1 W 8 " I N V : 1 7 . 7 3 N 8 " I N V : 1 7 . 6 3 RI M : 2 5 . 2 5 18" CASING PIPE (BY OTHERS) SA N 1 0 0 S 8 " I N V : 1 7 . 5 0 E 8 " I N V : 1 7 . 0 0 RI M : 2 5 . 0 8 18" STM T/P: 16.85± 16" STM T/P: 17.70± 4" UNDERDRAIN B/P: 21.6± 8" DISTRIBUTION PIPE B/P: 21.0± (BY OTHERS)(BY OTHERS) (B Y O T H E R S ) (B Y O T H E R S ) (B Y O T H E R S ) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) 53 LF - 8" DIP @ 0.50%(BY OTHERS) 16" STM B/P: 21.8± EL E V A T I O N STATION 19 20 25 30 35 19 20 25 30 35 EG FG -0+12 0+00 25 . 9 6 25 . 9 6 0+50 0+62 PROPOSED GRADE IN L 1 1 0 W 4 " I N V : 2 2 . 9 2 S 1 0 " I N V : 2 2 . 9 2 RI M : 2 6 . 1 6 33 LF - 10" DIP @ 0.49% IN L 1 0 7 W 1 0 " I N V : 2 2 . 7 6 N 1 0 " I N V : 2 2 . 7 6 E 1 0 " I N V : 2 2 . 7 6 RI M : 2 5 . 9 6 EL E V A T I O N STATION 19 20 25 30 35 19 20 25 30 35 EG FG -0+12 0+00 25 . 4 7 25 . 4 7 0+50 0+62 BUILDING CONNECTION INVERT: 22.65 MH 2 0 0 W 1 0 " I N V : 2 2 . 5 5 N 1 0 " I N V : 2 2 . 1 3 E 8 " I N V : 2 1 . 2 1 S 1 6 " I N V : 2 2 . 1 3 RI M : 2 6 . 4 2 7 LF - 10" HDPE @ 1.43% PROPOSED GRADE PROPOSED GRADE (BY ADJACENT PROJECT) EXISTING GRADE EL E V A T I O N STATION 12 15 20 25 30 35 12 15 20 25 30 35 EG FG EX C B 3 0 7 S 1 2 " I N V : 1 6 . 9 9 SE 1 2 " I N V : 2 0 . 0 0 NE 1 2 " I N V : 1 6 . 9 9 RI M : 2 5 . 3 4 MH 1 0 3 N 1 2 " I N V : 2 2 . 4 5 N 4 " I N V : 2 1 . 0 0 S 1 2 " I N V : 2 2 . 4 5 RI M : 2 5 . 6 3 MH 1 0 4 NW 1 2 " I N V : 2 2 . 3 5 S 1 2 " I N V : 2 2 . 3 5 RI M : 2 6 . 1 4 IN L 1 0 5 W 1 2 " I N V : 2 2 . 4 1 SE 1 2 " I N V : 2 2 . 4 1 RI M : 2 6 . 3 3 IN L 1 0 6 W 1 0 " I N V : 2 2 . 5 6 N 6 " I N V : 2 2 . 8 6 SW 6 " I N V : 2 4 . 0 2 E 1 2 " I N V : 2 2 . 5 6 RI M : 2 6 . 2 9 IN L 1 0 7 W 1 0 " I N V : 2 2 . 7 6 N 1 0 " I N V : 2 2 . 7 6 E 1 0 " I N V : 2 2 . 7 6 RI M : 2 5 . 9 6 IN L 1 0 8 E 1 0 " I N V : 2 2 . 8 5 N 8 " I N V : 2 2 . 1 8 RI M : 2 5 . 8 8 25 LF - 10" DIP @ 0.36% 19 LF - 12" DIP @ 0.32% 10 LF - 12" HDPE @ 0.50% 5 LF - 12" HDPE @ 0.97% 7 LF - 12" DIP @ 0.76% PROPOSED GRADE EXISTING GRADE STORMWATER VAULT SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 CU200 UTILITY PROFILES HORIZ SCALE: 1" = 20'1 STORM SEWER PROFILE - MH-255 TO MH101 VERT SCALE: 1" = 4' HORIZ SCALE: 1" = 20'2 STORM SEWER PROFILE - MH102 TO TD203 VERT SCALE: 1" = 4' HORIZ SCALE: 1" = 20'6 SANITARY SERVICE PROFILE - SAN100 TO PROPOSED SOFTBALL STADIUM VERT SCALE: 1" = 4' HORIZ SCALE: 1" = 20'3 STORM SEWER PROFILE - INL107 TO INL110 VERT SCALE: 1" = 4' HORIZ SCALE: 1" = 20'4 STORM SEWER PROFILE - MH200 TO PROPOSED SOFTBALL STADIUM VERT SCALE: 1" = 4' INL 105 & INL 106 - NO SUMP INL 108 - 2' SUMP INL107 & INL110 - 2' SUMP CB202 - 2' SUMP SUMP VARIES - SEE PROFILE HORIZ SCALE: 1" = 20'5 STORM SEWER PROFILE - EX CB307 TO INL108 VERT SCALE: 1" = 4' Pa g e 1 6 2 o f 1 8 2 24" VA R I E S 20 ' M A X . DT T C * FOR PRECAST REINFORCED CONCRETE SECTIONS, THIS DIMENSION MAY VARY FROM THE DIMENSION GIVEN TO PLUS 6". TOP OF MASONRY 6" IN L E T OU T L E T CONCRETE FILL, 2% MAX. 1 1 / 2 " D C* T (MIN.) PRECAST REINFORCED 4'-0"30" 5" GENERAL NOTES 1.BOTTOM SLABS SHALL BE REINFORCED WITH A MINIMUM OF 0.31 SQ. IN /FT. IN BOTH DIRECTIONS WITH A MAXIMUM SPACING OF 12". 2.BOTTOM SLABS MAY BE CONNECTED TO THE RISER DETERMINED BY THE FABRICATOR; HOWEVER, ONLY A SINGLE ROW OF REINFORCEMENT AROUND THE PERIMETER MAY BE UTILIZED. 3.SEE IDOT STANDARD 602701 FOR DETAILS OF STEPS. 4.SEE IDOT STANDARD 602601 FOR OPTIONAL PRECAST REINFORCED CONCRETE FLAT SLAB TOP. 5."STORM" SHALL BE CAST INTO THE LID OF ALL STORM MANHOLES. 6.FRAME, ADJUSTING RINGS, AND ALL CONCRETE SECTIONS SHALL BE SET ON AND SEALED WITH BITUMINOUS MASTIC JOINT MATERIAL. 7.ALL CONNECTIONS SHALL BE MADE WITH RUBBER BOOT CONNECTORS OR LINK-SEAL. 2" PRECAST REINFORCED CONCRETE SLAB SAND CUSHION 3" CIRCULAR TOP OF MASONRY FRAME AND LID: R-1540 WITH "PRIVATE STORM" STAMP ADJUSTMENT RINGS MAX 8" ADJUSTMENT 1.CORE-DRILL CIRCULAR OPENING IN MANHOLE WALL OF DIAMETER TO FIT THE REQUIRED BOOT SIZE. 2.CUT, SHAPE AND SLOPE NEW INVERT CHANNEL IN THE EXISTING CONCRETE BENCH FOR SMOOTH FLOW FROM NEW SANITARY SEWER CONNECTION. 3.CLEAN EXISTING MANHOLE OF ANY DIRT, CONCRETE OR DEBRIS WHICH MAY ACCUMULATE DURING THE CONSTRUCTION PROCESS. NOTES: MANHOLE WALL STAINLESS STEEL INTERNAL EXPANDING BAND WATERTIGHT FLEXIBLE RUBBER BOOT (ASTM C-443 & C-923) STAINLESS STEEL EXTERNAL BAND CONCRETE BENCH PROPOSED SEWER CONNECTION SECTION A-A 6 GUSSETS SHOWN 8 PERMITTED 5 8" 21" 23" 24" 13 4" 7 8" R5 8" 34" 24" R1" 9" CAST FRAME Ø23 " 3 4" A A 3 8" 7 8" 11 2" B B C C CAST OPEN LID 22 3/4" 6 1/4" MAX TYP. 11 8"11 8" 13 4" 31 2" * * * 3 4" TYP. SECTION B-B SECTION C-C 7 8" 5 8" CAST CLOSED LID SECTION D-D D D 21 2" 21 2" 22 3/4" 11 8" 13 4" (3) STACKING LUGS AT 120° (OPTIONAL) ADJUSTMENT RINGS MAX 8" ADJUSTMENT SQUARE INLET: R-4990-EX FRAME AND TYPE P GRATE ROUND INLET: IDOT TYPE 1 OPEN LID PRECAST CONE OR FLAT SLAB INLET OUTLET CATCH BASIN GENERAL NOTES 1.BOTTOM SLABS SHALL BE REINFORCED WITH A MINIMUM OF 0.31 SQ. IN /FT. IN BOTH DIRECTIONS WITH A MAXIMUM SPACING OF 12". 2.BOTTOM SLABS MAY BE CONNECTED TO THE RISER DETERMINED BY THE FABRICATOR; HOWEVER, ONLY A SINGLE ROW OF REINFORCEMENT AROUND THE PERIMETER MAY BE UTILIZED. 3.SEE IDOT STANDARD 602701 FOR DETAILS OF STEPS. 4.SEE IDOT STANDARD 602601 FOR OPTIONAL PRECAST REINFORCED CONCRETE FLAT SLAB TOP. 5."STORM" SHALL BE CAST INTO THE LID OF ALL STORM MANHOLES. 6.FRAME, ADJUSTING RINGS, AND ALL CONCRETE SECTIONS SHALL BE SET ON AND SEALED WITH BITUMINOUS MASTIC JOINT MATERIAL. 7.ALL CONNECTIONS SHALL BE MADE WITH RUBBER BOOT CONNECTORS OR LINK-SEAL. * FOR PRECAST REINFORCED CONCRETE SECTIONS, THIS DIMENSION MAY VARY FROM THE DIMENSION GIVEN TO PLUS 6". D C* T (MIN.) PRECAST REINFORCED 4'-0"30" 5" 24" C T D T CIRCULAR VA R I E S 6" 3" 20 ' M A X . 1 1 2" SAND CUSHION PRECAST REINFORCED CONCRETE SLAB CL EL TAKEN FROM CENTER OF STRUCTURE. CASTING RIM EL ON GRADING SHEETS 2'-6" 1/4"/FT1/4"/FT DIAMETER 1/2 PIPE CONE SECTION ECCENTRIC A A PLAN SECTION A-A 3'-9" 12" MAX. PRECAST CONCRETE ADJUSTING RINGS (2 MAX.) 1.PROVIDE PRECAST REINFORCED CONCRETE BARREL AND RISER SECTION. CONCRETE BLOCK CONSTRUCTION IS NOT PERMITTED. 2.PROVIDE SELECT GRANULAR BACKFILL AROUND MANHOLE TO SUBGRADE ELEVATION IN PAVED AREAS. MATERIAL SHALL MEET THE REQUIREMENTS OF IDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" COARSE AGGREGATE CA-6 GRADATION, OR AS OTHERWISE DIRECTED BY THE ENGINEER. 3.APPLY A CONTINUOUS LAYER OF NON-HARDENING PREFORMED BITUMINOUS MASTIC MATERIAL (RUB-R-NEK OR EZ STICK) TO EACH JOINT BELOW THE BOTTOM OF CONE OR FLATTOP TO PREVENT INFLOW. 4.WHEN THE FRAME DOES NOT MEET PROPOSED ELEVATION, A MINIMUM OF TWO TAPERED RUBBERIZED ADJUSTING RINGS SHALL BE USED FOR FINAL ADJUSTMENT. ONE CONCRETE RING NOT LESS THAN TWO INCHES THICK MAY ALSO BE USED. A MAXIMUM OF THREE ADJUSTING RINGS MAY BE USED TO A MAXIMUM HEIGHT OF 12 INCHES. EACH RING AND THE FRAME SHALL BE SET ON A BED OF NON-PREFORMED MASTIC. 5.PRECAST ADJUSTING RINGS SHALL BE REINFORCED WITH NO.3 GAUGE WIRE OR EQUIVALENT. 6.MORTAR SHALL NOT BE USED TO DRESS UP ADJUSTING RINGS AND/OR FRAME. 7.ONLY PLASTIC POLYMER STEPS SHALL BE USED. 8.WHEN MANHOLE DEPTH IS OVER 12 FEET, THE THICKNESS OF THE SHALL BE A MINIMUM OF 10 INCHES. WHEN MANHOLE DEPTH IS LESS THAN 12 FEET, THE THICKNESS SHALL BE A MINIMUM OF 8 INCHES. 9.DRESS UP INTERIOR JOINTS WITH HYDRAULIC CEMENT. 10.SANITARY MANHOLES SHALL BE CONSTRUCTED WITH A CHIMNEY SEALING SYSTEM BY CRETEX OR AN EQUAL APPROVED BY THE ENGINEER. CHIMNEY SEALS SHALL BE REQUIRED UNLESS THE MANHOLE IS ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH SPECIFICATIONS. NOTES: NEENAH R 1772-C (OR EQUAL) MARKED "SANITARY" W/ SELF-SEALING LID - PRE-CAST PROVIDE POURED CONC. FILLET FOR ALL SANITARY MANHOLE INVERTS. RUBBER BOOT WITH MORTAR COLLAR INSIDE AND OUTSIDE MIN 6" CA-6 GRADATION AGGREGATEPRECAST REINF. CONC. MH BOTTOM WITH INTEGRAL SIDEWALL RUBBER BOOT WITH STAINLESS STEEL STRAPS PER ASTM C-923 MASTIC PROVIDE INTERNAL CHIMNEY SEAL IN ACCORDANCE W/ ASTM C-923 D ( D E P T H ) VA R I A B L E PR E C A S T R E I N F . C O N C . S E C T I O N 16 " MA X 48" I.D. 5" CONE SECTION ECCENTRIC 6" 24" 18 " MA X NEENAH R 1981-J D.I. STEPS OR APPROVED EQUAL BE MAINTAINED FOR ALL PORTIONS OF THE WATERMAIN THAT ARE WITHIN 10 HORIZONTAL FEET 18 INCH VERTICAL SEPARATION MAY BE PERMITTED. THE VERTICAL SEPARATION SHALL WHEN THE MINIMUM 10 FEET HORIZONTAL SEPARATION CANNOT BE ACHIEVED, AN OF ANY SEWER OR DRAIN. 2. 1. NOTES: HORIZONTAL SEPARATION VERTICAL SEPARATION NEW SANITARY OR STORM SEWER CASING PIPE IS REQUIRED FOR 10' MEASURED FROM OUTSIDE WALL OF WATERMAIN UNLESS WATERMAIN QUALITY MATERIAL IS USED EXISTING OR PROPOSED WATERMAIN EXISTING OR PROPOSED SEWER EXISTING OR PROPOSED WATERMAIN EXISTING OR PROPOSED SEWER & WATERMAIN 10' HORIZONTAL 18 " M I N . 18 " M I N . VARIABLE STEEL CASING PIPE (AWWA C200) WHEN THE WATERMAIN MUST PASS UNDER A SEWER OR DRAIN, BOTH THE WATERMAIN AND SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT DUCTILE IRON PIPE, PRE-STRESSED CONCRETE PIPE, OR PVC PIPE MEETING WATERMAIN STANDARDS. (SEE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS). SCALE: NTS STORM MANHOLE - 4' DIAMETER1 SCALE: NTS SEWER CONNECTION6SCALE: NTS IDOT TYPE 1 LID5 SCALE: NTS CATCH BASIN - 4' DIAMETER WITH SQUARE INLET2 SCALE: NTS SANITARY SEWER MANHOLE3 SCALE: NTS SEWER SEPARATION4 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 CU500 UTILITY DETAILS Pa g e 1 6 3 o f 1 8 2 EJIW #V-8540 WYE CONNECTION GRADE THREADED PLUG END 6" DIA. RISER 6" DIA. 45° BEND 6" WYE PLUG END CLEANOUT NOTES: 1.ALL MATERIAL RIGID PVC 2.SET CLEANOUTS LOCATED WITHIN THE FIELD OF PLAY 6" BELOW FINISHED GRADE. PROVIDE AS-BUILT LOCATION TO OWNER. 1.CONDUCT OPERATIONS IN A SAFE MANNER AT ALL TIMES AND SHALL COMPLY WITH ALL APPLICABLE GOVERNING REGULATIONS, INCLUDING BUT NOT LIMITED TO OSHA SAFETY STANDARDS. 2.ALL BACKFILL MATERIAL SHALL BE COMPACTED ACCORDING TO SPECIFICATIONS. 3.WHEN TRENCH IS LOCATED UNDER OR WITHIN TWO FEET OF ANY PAVEMENT, CURB AND GUTTER, SHOULDER, SIDEWALK, OR DRIVEWAY (UNLESS OTHERWISE NOTED) GRANULAR BACKFILL SHALL BE USED THROUGH THE ENTIRE DEPTH FROM THE SPRING LINE TO THE SUBGRADE. 4.GRANULAR BACKFILL SHALL BE IDOT CA-6 GRADATION. GRANULAR BEDDING SHALL BE IDOT CA-11 OR CA-13 GRADATION NOTES: GENERAL BACKFILL EXCEPT WHERE GRANULAR BACKFILL IS REQUIRED. TRENCH WALL GRANULAR BACKFILL AGGREGATE (IDOT CA-6) FINISHED GRADE LANDSCAPE OR UNPAVED AREAS UNDER OR WHEN INSIDE TWO (2) FEET OF PAVEMENT, CURB & GUTTER, SHOULDER, SIDEWALK OR DRIVEWAYSUBGRADE TRENCH WIDTH SHALL BE THE MINIMUM REQUIRED IN ORDER TO COMPLY WITH OSHA SAFETY STANDARDS VA R I E S 4" MIN CA-11 OR CA-13 BEDDING BACKFILL TO THE CROWN WITH CA-11 OR CA-13 FOR PVC PIPE BACKFILL WITH CA-11 OR CA-13 A MINIMUM OF 12" ABOVE TOP OF PIPE IN ALL CASES VA R I E S TOPSOIL/ PLANTING MIX SOD, SEE PLANS CLEANOUT - IN LINE EJIW #V-8540 GRADE THREADED PLUG END 6" DIA. RISER 6" DIA. 45° BEND 6" WYE 6" 8" SANITARY SEWER SECTION A - A PLAN VIEW A A NOTES: 1.SANITARY SEWER ENCASEMENT SHALL BE PROVIDED WHERE SEPARATION REQUIREMENTS CANNOT BE MET. 2.ENCASEMENT PIPE SHALL BE WATER MAIN QUALITY DUCTILE IRON OR PVC. 3.END SEALS SHALL BE NEOPRENE RUBBER WITH STAINLESS STEEL BANDING. 4.CASING SPACER PLACEMENT PER MANUFACTURER RECOMMENDATION. 18" ENCASEMENT PIPE STAINLESS STEEL BAND END SEAL CASING SPACER 8" SANITARY SEWER 18" ENCASEMENT PIPE CASING SPACER ADJUST TO FINISH GRADE WITH MH BRICK OR CONCRETE GRADE RINGS MORTARED FOR WATERTIGHT SEAL SLOPE BOTTOM WITH MORTAR AT 1V:6H FINISHED GRADE PRECAST CONCRETE CL 6" MIN. COMPACTED MDOT 21AA 6" 3'-8" PRECAST OR CAST IN PLACE CONC. BASE 2'-0" DIA. 3'-0" COVER (MIN.) 6" MIN 12" MAX OUTLET PIPE SEE PLAN FOR SIZE AND INVERT ELEVATION GROUT PIPE OPENING AND BOTTOM SLAB WATER TIGHT FRAME & GRATE: DRAINAGE STRUCTURE COVER, TYPE P 6" OUTFIELD FENCE POST 1" ACO KS200 TRENCH DRAIN, SEE SPECIFICATIONS 6" 6" 8" 6" 8"8" CONCRETE PAVEMENT NOTE: CHANNEL DEPTH TO BE COORDINATED WITH SHOP DRAWING VA R I E S MATCH ADJACENT CONDITION 3" 1 CS500 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 CU501 UTILITY DETAILS SCALE: NTS CLEANOUT 2SCALE: NTS UTILITY TRENCH1 SCALE: NTS SANITARY SEWER ENCASEMENT3 SCALE: NTS INLET4 SCALE: NTS TRENCH DRAIN5 Pa g e 1 6 4 o f 1 8 2 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 CU502 UTILITY DETAILS SCALE: NTS STORMTRAP (FOR REFERENCE ONLY)1 SCALE: NTS STORMTRAP (FOR REFERENCE ONLY)2 SCALE: NTS STORMTRAP (FOR REFERENCE ONLY)3 SCALE: NTS STORMTRAP (FOR REFERENCE ONLY)4 Pa g e 1 6 5 o f 1 8 2 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 CU503 UTILITY DETAILS SCALE: NTS STORMTRAP (FOR REFERENCE ONLY)1 SCALE: NTS STORMTRAP (FOR REFERENCE ONLY)2 Pa g e 1 6 6 o f 1 8 2 PROPOSED SOFTBALL STADIUM co co co w D31 J60 D31D31D31D31 D31 D31D31 D11 A81A81 A81 D31 D31 A81 IDG-1 D31 D11 D31 A81 TV co co co w E E S S S w w w w w w 3 HX3 1 OC2 3 OC2 3 HX3 4 GM 11 AT2 4 GS2 17 AT2 2 AX 2 CA 3 CE 8 EP 7 SH 18 AT2 5 GM 2 HX3 2 GM 9 SH 12 EP SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE TREES AX 2 ACER X FREEMANII / FREEMAN MAPLE 3" CAL. CE 3 CERCIS CANADENSIS / EASTERN REDBUD MULTI-TRUNK 3" CAL. CA 2 CORNUS ALTERNIFOLIA / PAGODA DOGWOOD 3" CAL. SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE SPACING PERENNIALS AT2 46 ARISAEMA TRIPHYLLUM / JACK-IN-THE-PULPIT 2` HT.12" o.c. EP 20 ECHINACEA PURPUREA / CONEFLOWER 2` HT.24" o.c. GS2 4 GERANIUM MACRORRHIZUM 'SPESSART' / SPESSART BIGROOT GERANIUM 2` HT.36" o.c. GM 11 GERANIUM MACULATUM / SPOTTED GERANIUM 2` HT.36" o.c. HX3 8 HOSTA X 'AFTERGLOW' / AFTERGLOW HOSTA 2` HT.48" o.c. OC2 4 OSMUNDA CINNAMOMEA / CINNAMON FERN 2` HT.48" o.c. SH 16 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 3` HT.31" o.c. GROUND COVERS TS 1,541 SF TURF SEED --- PLANT SCHEDULE SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 LP100 LANDSCAPE PLAN EXISTING TREES TO BE PRESERVED ANDERSON HALL PROPOSED SOFTBALL STADIUM N 0'40'20'10' SCALE: 1" = 20' SHEET NOTES 1.INDEPENDENT OF NUMERIC QUANTITIES ON DRAWINGS OR IN THE PLANT SCHEDULE, DETERMINE THE PLANT MATERIAL QUANTITIES REQUIRED BY THE PLANS. SPACE PLANT MATERIALS AS SHOWN ON PLANS AND INDICATED IN PLANT SCHEDULE. PLANT MATERIALS SHALL CONFORM TO PLANT SCHEDULES AND SIZES SHALL BE THE MINIMUM INDICATED ON THE PLANT SCHEDULE OR LARGER. INSTALLATION OF LARGER PLANTS AT NO ADDITIONAL COST TO OWNER. ALL MEASUREMENTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA) “STANDARDS FOR NURSERY STOCK”. 2.PRIOR TO INSTALLATION, DEMARCATE LAYOUT OF ALL PLANTING BEDS, SEED AREAS, AND INDIVIDUAL TREES FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. INCLUDE PERENNIAL GROUPINGS BY SPECIES FOR INTERNAL BED LAYOUTS. FLAGGING, STAKES, OR PAINT MAY BE USED TO DELINEATE LOCATIONS AS SCALED FROM THE PLANS. THE LANDSCAPE ARCHITECT WILL REVIEW THESE LOCATIONS WITH THE CONTRACTOR AND MAY MAKE MINOR ADJUSTMENTS AS NECESSARY. SUCH ADJUSTMENTS WILL BE AT NO ADDITIONAL COST TO THE OWNER. 3.SEEDING/SODDING APPLIES TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES EVEN IF ACTIVITIES EXTEND BEYOND THE APPROXIMATED SEEDING/SODDING LIMITS INDICATED ON THE DRAWINGS. REPAIR ANY DISTURBED AREAS TO THE SAME CONDITION AS ORIGINALLY FOUND AND TO THE OWNER'S SATISFACTION. IN AREAS WHERE LAWN IS DISTURBED BEYOND THE LIMITS OF CONSTRUCTION, REPLACE LAWN WITH NEW LAWN SEED/SOD (INCLUDING TOPSOIL, SEED AND MULCH) AT NO ADDITIONAL COST TO THE OWNER. REFER TO SPECIFICATIONS FOR SEED MIXES. 4.UTILIZE HORTICULTURAL TREE WATERING BAGS FOR TREES PLANTED OUTSIDE OF IRRIGATED LANDSCAPE ZONES THROUGHOUT WARRANTY PERIOD. REPLENISH TREE WATERING BAGS REGULARLY SO THAT NONE REMAIN WITHOUT WATER FOR MORE THAN 24 HOURS. 5.SHOVEL-CUT PLANTING BED EDGES UNLESS LABELED OTHERWISE. 6.MULCH PLANTING BEDS PER SPECIFICATIONS. KEEP MULCH 4 INCHES FROM TREE TRUNKS AND SHRUB CROWNS. 7.LEGALLY DISPOSE OF DEBRIS ASSOCIATED WITH PLANTING OFF-SITE. 8.IRRIGATION BY OWNER. COORDINATE WITH OWNER. Pa g e 1 6 7 o f 1 8 2 12" MIN. FOR UP TO 3" CAL. 18" MIN. FOR 3" CAL. & LARGER 30°- 45° MULCH SAUCER DIMENSION - SEE SCHEDULE ·2" CAL. & SMALLER ·BETWEEN 2.5" & 3.5" CAL. ·4" CAL. - 6" CAL. SCHEDULES SIZE ·DOUBLE STAKE ·TRIPLE STAKE ·TRIPLE GUY STAKING / GUYING ·4' DIA. ·5' DIA. ·MIN. 8' DIA.- EXTEND OUTSIDE DIAMETER TO INCLUDE GUYING STAKES MULCH SAUCER DIMENSION (NON-BED AREAS) 9 1 2 3 4 5 6 7 10 11 13 8 TOP OF STAKES AND GUYS TO BE SET ABOVE FIRST BRANCHES. SET STAKES VERTICAL AND AT SAME HEIGHT GUYING CABLE, 3 GUYS PER TREE TURNBUCKLE TREE WRAP REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL 2" DEEP MULCH. DO NOT COVER ROOT FLARE PLANTING BACKFILL COMPACTED PLANTING BACKFILL MOUND PLANTING BACKFILL TO FORM SAUCER AROUND PLANT PIT. SET SAUCER OUTSIDE OF GUY STAKES 2 x 4 HARDWOOD OR #3/LF METAL FENCE POST. ANCHOR STAKE TO BE DRIVEN BELOW FINISH GRADE. MIN. LENGTH TO BE 24" STAKES TO EXTEND 12" BELOW TREE PIT IN UNDISTURBED GROUND 1 2 3 4 5 6 7 8 9 10 11 PLAN NOTES: STAKE 3 LARGEST STEMS, IF TREE HAS MORE THAN 3 LEADERS 3 STAKES PER TREE MAX. DOWNHILL SLOPE OR PREVAILING WIND 12" MIN. ·UP TO 6' TALL ·6' - 12' TALL ·> 12' TALL SCHEDULES SIZE ·DOUBLE STAKE ·TRIPLE STAKE ·TRIPLE STAKE STAKING / GUYING ·4' DIA. ·5' DIA. ·5' DIA. MULCH SAUCER DIMENSION (NON-BED AREAS) 4 3 2 1 7 6 5 TOP OF STAKES AND GUYS TO BE SET ABOVE FIRST BRANCHES. MIN. 1/2 UP TREE. SET STAKES VERTICAL AND AT SAME HEIGHT REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL 2" DEEP MULCH. DO NOT COVER ROOT FLARE MOUND PLANTING BACKFILL TO FORM SAUCER AROUND PLANT PIT PLANTING BACKFILL COMPACTED PLANTING BACKFILL STAKES TO EXTEND 12" BELOW TREE PIT IN UNDISTURBED GROUND 1 2 3 4 5 6 7 NOTE: CONTAINER PLANTS: REMOVE POTS AND SEPERATE POT BOUND ROOTS AS SPECIFIED. NOTE TO SPECIFIER: ·DEPTH OF PLANTING BACKFILL MUST BE CONFIRMED AND LIMITS OF BED SHOWN ON THE PLANS AND LABELED ACCORDINGLY. USE SAME DEPTH THROUGHOUT PROJECT AND MATCH WITH SHRUB PLANTING - BED ·VERIFY QUALITY OF SUBSOIL IF CLAY - BED UNDER DRAIN MUST BE CONSIDERED TO PREVENT ROOT ROT. SPACING AS SHOWN ON PLANS AND ON PLAN LIST 1' - 0 " M I N . 2 3 5 4 4" 1 SET ROOT FLARE (COLLAR) AT FINISHED GRADE 1" DEEP MULCH. DO NOT COVER ROOT FLARE PLANT BED MIX SCARIFY TO 4" DEPTH AND RECOMPACT SUBGRADE 1 2 3 4 5 D=DIMENSION OF PLANT SPACING (SHRUB, GROUNDCOVER OR PERENNIAL) AS INDICATED ON PLANS. "D" "D""D" SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECTURE OWNER PROJECT 5/ 2 3 / 2 0 2 3 4 : 3 9 : 3 8 P M BI M 3 6 0 : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t 021760 SOFTBALL STADIUM IMPROVEMENTS © 2020 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY CO N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E WACKER DR, SUITE 900, CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220, CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124, CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 AV / BROADCAST The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com A B MARK ISSUE DATE DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING f 312.755.0775 www.perkinswill.com 1 BID PACKAGE 1 12/13/24 2 BID PACKAGE 2 02/14/25 4 ISSUED FOR PERMIT 03/28/25 5 ISSUED FOR CONSTRUCTION 05/14/25 LP500 LANDSCAPE DETAILS SCALE: 1" = 1' SHADE TREE PLANTING3 SCALE: 1" = 1' FLOWERING TREE PLANTING - MULIT-STEM4 SCALE: 1" = 1' PERENNIAL PLANTING BED1 SCALE: 1" = 1' PERENNIAL PLANTING SPACING2 Pa g e 1 6 8 o f 1 8 2 DB TYPE 1 AV3 TP BT AV F DBTYPE 1 JBT4 GC P TP DB TYPE 2 DB TYPE 1 8 888 9L 9R9L 9 R BTTP PC SB POVDV2 POV DV4 JBT 1 JB T 3 DB TYPE 2 F 6 5 4 3 JBD-AMP (1) 1" C JBD-AMP (1) 1" C JBD-AMP JBM-AMP (2) 1-1/2" C ER-XC (2) 2" C ELEC 114 MECH 115 WATER ENTRY 111 VISITOR DUGOUT 117 AWAY BULLPEN 184 HOME BULLPEN 185 LOCKER ROOM 107 TOILETS/SHOWERS 108 STAIR S-1 UNOCCUPIED SPACE 118 REPLAY/AV ROOM 119 ELEV E-1 TICKETING 109 VISITOR/STORAGE 116 LOBBY 112 11 10 9 8 7 2 1 I H G E D C B A Z3 Z2 Y4 X2 Y3 X1 Y2 Y1 CIRCULATION 100 TOILET 118 TOILET 103 LAUNDRY/STORAGE 106 JBD-AMP (1) 1" C MUD ROOM 102 TEAM LOUNGE 101 HOME DUGOUT 105 JBS-AMP (1) 1-1/2" C201 201 JBS-AMP (1) 1" C JBD-AMP (1) 1" C ER-XC (1) 1" C ER-XC (1) 1" C ER-XC (1) 1" C ER-XC (1) 1" C 101 FUTURE SPORTS MEDICINE 110 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER NOTE: DOCUMENTS ARE INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PURPOSES. PROJECT AV11-01 GROUND LEVEL PLAN 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com KEYNOTES 101 CONDUIT FROM IT 300A 201 MOUNT SPEAKER TO TOP OF FENCE AT A VERTICAL POLE INTERSECTION. SPACE SPEAKERS EVENLY ALONG THE SEATING AREAS. 3/32" = 1'-0"1 AV_GROUND LEVEL PLAN MARK ISSUE DATE 1 50% DESIGN DEVELOPMENT 04/12/24 2 DESIGN DEVELOPMENT 08/16/24 3 90% BID PACKAGE 2 01/31/25 4 BID PACKAGE 2 02/14/25 5 ISSUED FOR PERMIT 03/28/25 6 ISSUED FOR CONSTRUCTION 05/14/25 6 6 6 ZONING SUBMISSION: EXTERNAL SPEAKER LOCATIONS HIGHLIGHTED YELLOW 8 Pa g e 1 6 9 o f 1 8 2 5 5 F 6 5 4 3 11 10 9 8 7 2 1 I H G E D C B A Z3 Z2 Y4 X2 Y3 X1 Y2 Y1 TOILET FOR ALL 204 STAIR S-1 MEN 205 WOMEN 206 MECH 203 STAIR S-2-2 FLEX ROOM 201 ELEV E-1 ELEV LOBBY 200 JBS-AMP (1) 1" C SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER NOTE: DOCUMENTS ARE INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PURPOSES. PROJECT AV12-02 UPPER CONCOURSE REFLECTED CEILING PLAN 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com KEYNOTES 3/32" = 1'-0"1 AV_UPPER CONCOURSE RCP MARK ISSUE DATE 1 50% DESIGN DEVELOPMENT 04/12/24 2 DESIGN DEVELOPMENT 08/16/24 3 90% BID PACKAGE 2 01/31/25 4 BID PACKAGE 2 02/14/25 5 ISSUED FOR PERMIT 03/28/25 6 ISSUED FOR CONSTRUCTION 05/14/25 6 Pa g e 1 7 0 o f 1 8 2 2 1 3 3 1 2 4 4 F 6 5 4 3 OPERATIONS 301 TV BROADCAST 303 RADIO 304 RADIO 305 IT 300A STAIR S-2-3ELEV E-1 JBS-AMP (1) 1" C JBS-AMP (1) 1" C 11 10 9 8 7 2 1 I H G E D C B A Z3 Z2 Y4 X2 Y3 X1 Y2 Y1 CAMERA 302 CIRCULATION S-28 MECH ACCESS 300 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER NOTE: DOCUMENTS ARE INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PURPOSES. PROJECT AV12-03 PRESS LEVEL REFLECTED CEILING PLAN 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DZSE SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 NORTHWESTERN UNIVERSITY NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com KEYNOTES 3/32" = 1'-0"1 AV_PRESS LEVEL RCP MARK ISSUE DATE 1 50% DESIGN DEVELOPMENT 04/12/24 2 DESIGN DEVELOPMENT 08/16/24 3 90% BID PACKAGE 2 01/31/25 4 BID PACKAGE 2 02/14/25 5 ISSUED FOR PERMIT 03/28/25 6 ISSUED FOR CONSTRUCTION 05/14/25 6 6 Pa g e 1 7 1 o f 1 8 2 F 3 4 5 6 HI E D C AB 1 2 Y2 Y3 X1 X24.1 7 16 17 8 9 10 11 G Y4 Y1 12 13 A.8 2 SL01-02 1 SL01-02 4 SL01-02 B POLE (5) SL1 (2) SL2 (4) SL1EM A POLE (3) SL1 (2) SL2 (2) SL1EM A POLE (3) SL1 (2) SL2 (2) SL1EM B POLE (5) SL1 (2) SL2 (4) SL1EM C POLE (4) SL1 (2) SL3 (2) SL1EM C POLE - BUILDING MOUNTED AND POWERED FROM WELSH RYAN ARENA (4) SL1 (2) SL3 (2) SL1EM GLA R E Z O N E GLARE ZONE GL A R E Z O N E GL A R E Z O N E GL A R E Z O N E GLARE ZONEGLARE ZONE 3 SL01-02 LIGHTING CONTACTOR CABINET DRIVER ENCLOSURE (TYP) LIGHTING CONTACTOR CABINETDRIVER ENCLOSURE (TYP) LIGHTING CONTACTOR CABINET DRIVER ENCLOSURE (TYP) LIGHTING CONTACTOR CABINET DRIVER ENCLOSURE (TYP) LIGHTING CONTACTOR CABINETDRIVER ENCLOSURE (TYP) LIGHTING CONTACTOR CABINETDRIVER ENCLOSURE (TYP) MASTER CONTROL CABINET PROCESSOR HEAD END. BASIS OF DESIGN ETC PARADIGM ETC MA\OSAIC HEAD END CONTROL 15" TOUCH SCREEN LOCATED IN SCOREBOARD CONTROL ROOM DATA WIRE PER MANUFACTURER'S RECOMMENDATION (TYPICAL) DATA WIRE PER MANUFACTURER'S RECOMMENDATION (TYPICAL) DATA WIRE PER MANUFACTURER'S RECOMMENDATION (TYPICAL)DATA WIRE PER MANUFACTURER'S RECOMMENDATION (TYPICAL) DATA WIRE PER MANUFACTURER'S RECOMMENDATION (TYPICAL) DATA WIRE PER MANUFACTURER'S RECOMMENDATION (TYPICAL) SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER PROJECT 5/ 1 3 / 2 0 2 5 8 : 4 9 : 1 6 A M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ M E _S P O R T S - L T G . r v t SL01-01 SPORTS LIGHTING & CONTROLS PLAN 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775www.perkinswill.com 3/32" = 1'-0"1 SPORTS LIGHTING PLAN MARK ISSUE DATE 1 IN PROGRESS CONSTRUCTION DOCUMENTS 12/20/24 2 BID PACKAGE 2 02/14/25 3 ISSUED FOR PERMIT 03/28/25 4 ISSUED FOR CONSTRUCTION 05/14/25 2/13/20253/25/20255/13/25 Page 172 of 182 A1 ANDERSON FIRST FLOOR0' - 0"GROUND LEVEL0' - 0" A2 ANDERSON SECOND FLOOR13' - 6" ROOF LEVEL43' - 0" PRESS LEVEL26' - 0" UPPER CONCOURSE LEVEL16' - 4" LOWER ROOF LEVEL29' - 0" A1 ANDERSON FIRST FLOOR 0' - 0" GROUND LEVEL 0' - 0" A2 ANDERSON SECOND FLOOR13' - 6" ROOF LEVEL44' - 2" PRESS LEVEL 26' - 0" UPPER CONCOURSE LEVEL 16' - 4" LOWER ROOF LEVEL 29' - 8" SPORTS LIGHTING FIXTURES - (5) SL1 (4) SL1EM SPORTS LIGHTING FIXTURES - (2) SL2 ELECTRICAL COMPONENT ENCLOSURE A1 ANDERSON FIRST FLOOR0' - 0"GROUND LEVEL0' - 0" A2 ANDERSON SECOND FLOOR13' - 6" ROOF LEVEL43' - 0" PRESS LEVEL26' - 0" UPPER CONCOURSE LEVEL16' - 4" F LOWER ROOF LEVEL29' - 0" A1 ANDERSON FIRST FLOOR0' - 0"GROUND LEVEL0' - 0" A2 ANDERSON SECOND FLOOR13' - 6" ROOF LEVEL44' - 2" PRESS LEVEL26' - 0" UPPER CONCOURSE LEVEL16' - 4" LOWER ROOF LEVEL29' - 8" SPORTS LIGHTING FIXTURES - (3) SL1 (2) SL1EM SPORTS LIGHTING FIXTURES - (2) SL2 ELECTRICAL COMPONENT ENCLOSURE A1 ANDERSON FIRST FLOOR0' - 0"GROUND LEVEL0' - 0" A2 ANDERSON SECOND FLOOR13' - 6" ROOF LEVEL43' - 0" PRESS LEVEL26' - 0" UPPER CONCOURSE LEVEL16' - 4" LOWER ROOF LEVEL29' - 0" A1 ANDERSON FIRST FLOOR 0' - 0" GROUND LEVEL 0' - 0" A2 ANDERSON SECOND FLOOR13' - 6" ROOF LEVEL44' - 2" PRESS LEVEL 26' - 0" UPPER CONCOURSE LEVEL 16' - 4" LOWER ROOF LEVEL 29' - 8" SPORTS LIGHTING FIXTURES - (4) SL1 (2) SL1EM SPORTS LIGHTING FIXTURES - (2) SL3 ELECTRICAL COMPONENT ENCLOSURE WELSH RYAN ARENA BUILDING MOUNTED AND POWERED FROM WELSH RYAN ARENA BUILDING MOUNTED AND POWERED FROM WELSH RYAN ARENA PRESS LEVEL26' - 0" LOWER ROOF LEVEL29' - 0" PRESS LEVEL 26' - 0" LOWER ROOF LEVEL 29' - 8" SPORTS LIGHTING FIXTURES - (4) SL1 (2) SL1EM SPORTS LIGHTING FIXTURES - (2) SL3 ELECTRICAL COMPONENT ENCLOSURE SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER PROJECT 5/ 1 3 / 2 0 2 5 8 : 4 7 : 3 7 A M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ M E _S P O R T S - L T G . r v t SL01-02 SPORTS LIGHTING ELEVATIONS 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775www.perkinswill.com 1/4" = 1'-0"2 B POLE ELEVATION 1/4" = 1'-0"1 A POLE ELEVATION 1/4" = 1'-0"4 C POLE ELEVATION - BUILDING MOUNTED 1/4" = 1'-0"3 C POLE ELEVATION MARK ISSUE DATE 1 IN PROGRESS CONSTRUCTION DOCUMENTS 12/20/24 2 BID PACKAGE 2 02/14/25 3 ISSUED FOR PERMIT 03/28/25 4 ISSUED FOR CONSTRUCTION 05/14/25 2/13/20253/25/20255/13/25 Page 173 of 182 MOUNTING BRACKET AND HARDWARE SHALL BE PROVIDED BY SPORTS LIGHTING MANUFACTURER. CONNECTION TO EXISTING ARENA SHALL BE CONFIRMED AND STAMPED BY STRUCTURAL ENGINEER. EXISTING WELSH RYAN ARENA TYPE SL1/SL2/SL3 SPORTS LIGHTING FIXTURE SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER PROJECT 5/ 1 3 / 2 0 2 5 6 : 2 8 : 0 6 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ M E _S P O R T S - L T G . r v t SL01-03 SPORTS LIGHTING DETAILS 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775www.perkinswill.com 1. SPORTS LIGHTING DESIGN CRITERIA THE INTENT OF THE PHOTOMETRIC LAYOUT IS TO PROVIDE DESIGN BASES FOR THE SPORTS LIGHTING. THE FINAL HORIZONTAL VALUE MAY BE GREATER THAN THOSE SHOWN ON THIS DRAWING. 2.THE SPORTS LIGHTING SHALL COMPLY WITH THE FOLLOWING SET OF CRITERIA. ALL MOUNTING HEIGHTS ARE SUBJECT TO FINAL DRAWINGS AND SETTING OUT FROM THE ARCHITECT AND CONTRACTOR. 2.1.GLARE RATING <= 40 GR 2.2.MAINTENANCE FACTOR 0.9 2.3.THE USE OF MULTIZONED AIMING STRATEGIES IS REQUIRED 2.4.THE DESIGN MUST FULLY COMPLY WITH LOCAL AUTHORITY LIGHT SPILL REQUIREMENTS 2.5.FINAL LUMINAIRE COUNT DEPENDENT UPON INDIVIDUAL MANUFACTURER MEETING THE PERFORMANCE LIGHTING DESIGN CRITERIA 3.GLARE CONTROL SHIELDS ARE REQUIRED ON ALL FIXTURES DURING FINAL COMMISSIONING. FIXTURE COUNT: SL1 - SPORTS LIGHT, LED (1500W) = 24 SL1EM - SPORTS LIGHT, LED (1500W) EM = 16 SL2 - SPORTS LIGHT UPLIGHT, LED (575W) = 8 SL3 - SPORTS LIGHT UPLIGHT, LED (1500W) = 4 ACCEPTABLE MANUFACTURERS: MUSCO PLANLED (GIGATERA) CAROLINA HIGH MAST GENERAL NOTES: 1.THE INTENT OF THIS DRAWING IS TO REPRESENT THE SPORTS LIGHTING QUANTITY OF FIXTURES AND OVERALL SPORTS LIGHTING DESIGN FOR THE FIELD. ALL DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. 2.FINAL POLE LAYOUT MUST BE COORDINATED WITH ARCHITECTURAL AND STRUCTURAL DESIGN. LOCATION MUST BE COORDINATED WITH OTHER TRADES. 3.MANUFACTURER TO CARRY FULL WARRANTY INCLUDING GUARANTEE OF LIGHT LEVELS FOR A PERIOD NO LESS THAN 25 YEARS FROM THE DATE OF FINAL COMMISSIONING. MANUFACTURE AND SHOP DRAWINGS 1. THE SPORTS LIGHT FIXTURES SHALL BE LED SPECIFICALLY DESIGNED FOR USE IN OUTDOOR PROFESSIONAL SPORTS LIGHTING APPLICATIONS. 1.1. ALL FIXTURES SHALL OPERATE AT A SUPPLY VOLTAGE OF 480 VOLTS. 1.2. ALL FIXTURES SHALL BE OUTDOOR WET LOCATION LISTED IP-65 MINIMUM, HEAVY DUTY, YOKE MOUNTED SPORTS LIGHTING FIXTURE, INDIVIDUAL LENSING FOR GLARE CONTROLLED OPTICS. HEAVY DUTY CAST ALUMINUM HOUSING, CAST ALUMINUM DRIVER HOUSING, FLICKER FREE CONTROL GEAR, HIGH POWER FACTOR, ENERGY CONSERVING, STAINLESS STEEL HARDWARE, TRUNION MOUNT WITH PROTRACTOR BASE-PLATE, VERTICAL ADJUSTMENT AIMING, SAFETY CABLE, BEAM SPREADS AND AIMING AS DETERMINED BY THE ENGINEER'S COMPUTER STUDY OF THE STADIUM GEOMETRY FOR UNIFORM LIGHTING. FULL DMX ENABLED AND CONTROLLED FOR DYNAMIC EFFECTS ON EACH INDIVIDUAL FIXTURE. 1.3. ALL FIXTURES SHALL CONFORM TO LM-79 AND LM-80 PUBLISHED STANDARDS. THEY SHALL HAVE A COLOR TEMPERATURE BINNING THAT DOES NOT EXCEED +/-200K. LED LAMP LIFE SHALL BE RATED AT 70% OF INITIAL LUMENS REMAINING. LED DRIVERS SHALL BE USED AT 100% OUTPUT FOR LUMEN OUTPUT RATING AND NOT BE UNDER-DRIVEN OR OVER-DRIVEN. 1.4. INITIAL DELIVERED LUMENS - THERMAL LOSSES SHOULD BE LESS THAN 10% WHEN OPERATED AT A STEADY STATE AT AN AVERAGE AMBIENT OPERATING TEMPERATURE OF 25°C, AND OPTICAL LOSSES SHOULD BE LESS THAN 15%. 1.5. AVERAGE DELIVERED LUMENS - AVERAGE DELIVERED LUMENS OVER 50,000 HOURS SHOULD BE MINIMUM OF 85% OF INITIAL DELIVERED LUMENS. EACH LED SHALL HAVE A REFLECTOR TO CONTROL LIGHT AND LIMIT GLARE. 2. ONLY THOSE MANUFACTURES THAT ARE LISTED ABOVE OR APPROVED EQUAL ARE ALLOWED TO BID THE PROJECT 3. THE BASIS FOR ALL CONTRACTOR BIDS SHALL INCLUDE QUANTITY AND CONFIGURATION OF LIGHT FIXTURES SHOWN ON THIS DRAWING. IT IS UNDERSTOOD THAT SOME MANUFACTURES FIXTURE PERFORMANCE MAY EXCEED THESE VALUES WITH THE QUANTITIES SHOWN. 4. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE COMPLETE AIMING DIAGRAMS, PHOTOMETRIC LAYOUTS FOR BOTH HORIZONTAL AND VERTICAL. THE CONTRACTOR IS TO INCLUDE IN THE COST OF THE SPORTS LIGHTING PACKAGE COSTS NEEDED FOR RE-AIM AND RE-ADJUSTMENT MADE BY THE ENGINEER IN THE FIELD. REFER TO SPECIFICATION FOR FIELD TESTING & COMMISSIONING OF THE SPORTS LIGHTING. 5. SHOP DRAWING LAYOUTS WILL INCLUDE FOOT-CANDLE VALUES TO BE SHOWN ON DRAWING PLUS THE FOLLOWING: 5.1. VIEWER SHALL BE AT 0". 5.2. VIEWER SHALL BE LOOKING AT THE PERIMETER PATH BETWEEN THE VIEWER AND THE FIELD. 5.3. USE GLARE RATING CALCULATIONS BASES ON THE INTERNATIONAL COMMISSION OF ILLUMINATION (SEE CIE112- 1994) 5.4. THE OBSERVER POSITION SHALL BE DEFINED AS BEING LOCATED AT EVERY GRID POINT. CALCULATED VALUES SHALL RETURN THE HIGHEST CALCULATED VALUE. 5.5. EMERGENCY LIGHTING ON SEATING, EGRESS PASSAGES, AND FIELD. MAIN SCOREBOARD FACE SPILL LIGHTING 5.6. ALL PRIMARY CAMERA VIEW ANGLES POSITIONS:- HI/LOW 5.7.HORIZONTAL SPILL LIGHT LEVELS:- ON A RADIUS FROM THE STADIUM PERIMETER EVERY 100 FT. UP TO 600FT. SHOWING FC LEVELS AT 50 FT ON CENTER. 5.8. VERTICAL SPILL LIGHT LEVELS:- ON A RADIUS FROM THE CENTER OF THE PITCH EVERY 100 FT. UP TO 700 FT. SHOWING FC LEVELS AT 50 FT. ON CENTER AND VERTICAL POINT EVERY 50 FT. UP TO 200 FT IN ELEVATION. 6. DURING THE SHOP DRAWING PREPARATION, THE ENGINEER MAY REVIEW AND MODIFY THE COMPUTER AIMING SYSTEM USED BY THE MANUFACTURER IN PREPARING THE SHOP DRAWING. 7. PROVIDE (1) 20A/480V FEED PER DRIVER ENCLOSURE. PROVIDE (2#10,1#10G) PER FIXTURE FROM DRIVER ENCLOSURE TO WIREWAY TO FIXTURE. NO MORE THAN FOUR CIRCUITS PER CONDUIT. 8. ALL SPORTS LUMIAIRE SHALL HAVE INTERNAL LOUVERS AND EXTERNAL GLARE SHIELDING. LIGHTING CONTROL PROVIDE A COMPLETE AND STAND-ALONE DMX ADDRESSABLE SYSTEM FOR THE SPORTS LIGHTING SYSTEM FOR THE BALLPARK. THE CONTROL SYSTEM SHALL HAVE A MINIMUM OF 2 GRAPHIC SCREENS THAT CAN BE FIELD PROGRAMMABLE. THE CONTROL SYSTEM SHALL BE FULLY PROGRAMMED TO INCLUDE A MINIMUM OF 8 DIFFERENT ANIMATED SEQUENCES SUCH AS BELOW, ALL OF WHICH ARE REQUIRED TO BE COORDINATED WITH NORTHWESTERN PRIOR TO IMPLEMENTATION. SCENES: SCENE 1: CHASING SCENE 2: FLASHING SCENE 3: TIMED DIM SCENE 4: TIMED RAISED SCENE 5: WALK-IN SCENE 6: HOME RUN SCENE 7: MAINTENANCE SCENE 8: PRACTICE - HIGH SCENE 9: PRACTICE - MEDIUM SCENE 10: PRACTICE - LOW SCENE 11: GAME MODE SCENE 12: OFF SCENE 13: TBD SCENE 14: TBD SCENE 15: TBD A MINIMUM OF 40 HOURS OF ADVANCED PROGRAMMING TRAINING SHALL BE INCLUDED. THE SYSTEM SHALL INCLUDE TWO REMOTE PROGRAMMABLE LCD OR TOUCH SCREEN CONTROL LOCATIONS WHICH INTERFACE WITH THE LIGHTING CONTROLLERS LOCATED IN THE CONCOURSE ELECTRICAL ROOMS. THE TWO REMOTE CONTROL LOCATIONS SHALL BE LOCATED IN THE ENGINEER'S OFFICE AND THE OTHER AT THE SCOREBOARD CONTROL ROOM. EVERY FIELD SPORTS LIGHTING FIXTURE ON THE LIGHT RACK/BANK SHALL HAVE LOW VOLTAGE WIRED LINK TO A DMX LIGHTING SHOW CONTROLLER FOR CONTROL OF EACH INDIVIDUAL LUMINAIRE. PROVIDE DMX LOSS DETECTION KIT AND UL924 EMERGENCY BYPASS DETECTION KIT FOR DENOTED EMERGENCY LUMINAIRES. PROVIDE H-O-A KEYED SELECTOR SWITCH LOCATED IN THE MAIN ELECTRICAL ROOMS ON THE SERVICE LEVEL TO OVERRIDE SPORTS LIGHTING SYSTEM TO BYPASS DMX CONTROL FOR MANUAL CONTROL. NCAA REGIONAL AND NATIONAL SOFTBALL CRITERIA CALCULATION INFIELD OUTFIELD HORIZONTAL ILLUMINANCE VERTICAL ILLUMINANCE EH AVG UNIFORMITY FC MAX:MIN AVG:MIN EH AVG UNIFORMITY FC MAX:MIN AVG:MIN 100 70 1.5:1 2.0:1 - - - - - - 70 40 COLOR TEMP COLOR REN. > 5700 TK >= 75 RA ALTERNATE NCAA NATIONAL CHAMPIONSHIP SOFTBALL CRITERIA CALCULATION INFIELD OUTFIELD HORIZONTAL ILLUMINANCE VERTICAL ILLUMINANCE EH AVG UNIFORMITY FC MAX:MIN AVG:MIN EH AVG UNIFORMITY FC MAX:MIN AVG:MIN 125 100 1.3:1 1.7:1 - - - - - - 90 50 1/8" = 1'-0"1 LTG MOUNTING DETAIL 1/4" = 1'-0"2 DMX CONTROL OVER-RIDE AND UL924 EMERGENCY BYPASS MARK ISSUE DATE 1 IN PROGRESS CONSTRUCTION DOCUMENTS 12/20/24 2 BID PACKAGE 2 02/14/25 3 ISSUED FOR PERMIT 03/28/25 4 ISSUED FOR CONSTRUCTION 05/14/25 EM SEAT & EGRESS 1 COLOR TEMP COLOR REN. EM SEAT & EGRESS 1 > 5700 TK >= 75 RA 40:1 0.1 MIN 40:1 0.1 MIN PROJECT 2/13/20253/25/20255/13/25 Page 174 of 182 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min INFIELD Illuminance Fc 103.23 123.4 89.1 1.16 1.38 OUTFIELD Illuminance Fc 90.11 134.8 6.1 14.77 22.10 PROPERTY LINE Illuminance Fc 1.88 47.8 0.0 N.A.N.A. PROPERTY LINE_1 Illuminance Fc 0.15 0.4 0.0 N.A.N.A. 116.8 123.4 119.3 112.2 99.5 90.6 89.1 90.3 92.1 93.7 118.8 119.0 116.9 110.5 104.6 100.2 99.2 100.1 100.9 100.3 96.8 117.5 113.7 109.3 104.7 103.7 102.8 102.0 103.3 105.1 104.3 99.6 112.6 107.9 102.6 99.7 100.6 101.5 101.0 102.2 104.7 104.1 98.6 107.5 103.1 98.4 96.7 97.8 99.8 100.6 102.6 106.0 105.6 98.5 103.9 98.4 94.3 94.2 95.9 98.5 101.1 103.8 106.4 106.3 99.7 99.5 95.4 92.6 93.4 95.7 99.5 101.8 104.1 106.8 109.5 106.6 98.8 94.9 93.1 93.6 96.1 100.4 102.3 104.4 109.0 116.2 116.9 96.7 95.0 95.3 97.5 100.4 103.3 106.7 113.4 119.6 121.4 99.0 97.2 97.5 98.4 100.2 103.2 109.4 114.4 119.1 120.8 98.7 99.6 99.8 102.1 107.0 51.6 69.2 85.5 88.9 83.7 76.0 71.0 75.7 71.8 42.1 62.0 81.6 95.8 104.4 100.0 96.1 93.4 95.0 104.4 110.8 63.0 88.4 105.1 114.4 116.2 116.6 114.6 111.9 114.7 119.6 59.5 83.7 106.4 119.8 127.9 129.2 127.6 122.9 121.2 120.9 57.3 81.2 104.4 122.4 130.8 132.7 131.2 125.8 119.1 114.6 53.9 79.5 104.6 119.5 129.3 132.4 129.7 123.7 115.7 110.2 49.0 74.6 99.1 114.9 126.8 130.0 127.0 120.9 112.9 106.7 44.7 66.3 90.8 111.2 120.2 124.2 123.3 118.0 110.7 103.4 41.6 59.0 80.6 101.9 116.7 123.3 123.7 119.0 111.4 104.5 39.7 55.3 77.2 101.4 121.0 128.8 129.3 124.2 115.5 106.9 101.3 38.8 55.3 81.9 106.3 126.7 134.8 134.0 126.6 116.6 108.5 103.1 99.2 38.7 57.6 87.0 110.5 129.4 133.2 131.4 123.5 113.2 106.1 101.4 99.5 98.9 99.4 104.6 108.8 110.8 107.1 35.7 54.2 81.7 103.0 118.3 122.3 121.3 114.7 106.7 102.4 99.7 99.0 99.5 101.1 103.0 103.5 103.5 103.2 102.4 97.6 90.1 48.3 73.9 90.7 100.9 105.5 106.4 102.9 99.1 98.2 98.3 98.9 100.7 103.4 105.6 106.5 107.4 106.3 97.4 85.4 73.6 41.7 61.7 79.4 87.3 91.7 93.3 93.5 93.9 95.4 97.6 99.5 101.6 105.4 107.8 109.5 110.8 108.9 97.1 79.4 64.0 33.9 47.6 61.6 74.2 80.8 84.5 87.4 90.4 93.3 96.8 100.1 103.1 108.3 111.8 114.1 116.1 113.4 101.7 83.3 63.6 37.1 47.5 59.4 68.9 76.7 81.6 86.4 90.0 94.8 98.2 101.4 108.2 113.5 118.2 120.7 119.3 107.5 90.6 70.0 27.8 36.7 45.9 56.4 66.5 74.4 79.7 85.1 90.4 94.0 96.7 103.4 110.1 115.7 118.9 119.6 110.9 94.2 72.7 35.3 44.7 54.3 63.3 69.9 76.3 80.4 84.3 87.1 92.9 101.5 107.6 111.5 110.1 103.2 70.6 47.4 33.7 41.8 49.4 55.4 60.1 64.1 67.4 71.4 77.2 85.8 94.4 96.9 81.4 70.1 37.5 28.0 34.6 38.8 42.1 44.8 48.1 51.8 56.8 66.1 66.2 68.2 62.5 34.9 27.5 17.1 48.7 29.4 20.0 17.0 10.1 6.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 1.4 1.1 0.9 0.8 0.7 0.6 0.4 0.3 0.6 0.5 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.1 2.3 1.9 1.5 1.2 1.0 0.7 0.6 0.4 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 4.0 3.3 2.6 2.0 1.5 1.1 0.9 0.7 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.6 10.2 10.7 11.2 12.2 12.5 13.0 13.9 13.2 12.2 11.0 9.4 7.8 6.7 5.6 4.5 3.5 0.0 0.0 1.0 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 9.2 11.0 12.4 12.8 13.9 15.1 15.5 16.5 18.3 19.5 23.2 25.2 25.2 23.1 19.9 17.4 14.4 12.5 10.9 9.0 7.6 0.0 1.4 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.7 15.2 19.2 21.8 23.0 21.7 22.5 22.9 26.0 1.9 1.2 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 1.6 1.1 0.8 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 2.0 1.4 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 2.6 1.8 1.1 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 3.2 2.2 1.2 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.1 3.7 2.7 1.5 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.6 4.1 3.2 1.8 0.9 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.7 4.7 3.6 1.9 0.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.0 4.9 4.1 2.1 1.0 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.3 4.4 3.9 2.1 0.8 0.4 0.3 0.2 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 6.6 4.1 3.8 1.9 0.9 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 6.1 3.8 3.5 1.5 0.6 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 5.4 3.4 2.5 1.1 0.6 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 4.8 2.9 1.7 1.0 0.6 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 28.9 4.2 2.4 1.4 0.9 0.6 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 27.3 3.4 2.0 1.2 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 23.7 47.8 36.2 25.9 6.8 0.8 2.9 1.8 1.1 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 20.4 32.9 29.0 21.3 1.0 0.7 2.3 1.6 1.1 0.8 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 17.1 25.0 29.3 28.7 21.9 0.5 0.4 2.1 1.4 0.9 0.7 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 14.2 20.5 29.6 27.4 18.8 0.2 1.3 1.8 1.2 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 11.4 16.1 23.1 32.7 19.9 3.0 3.0 2.1 1.1 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 9.1 12.5 17.4 20.5 17.1 9.4 3.5 2.7 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.9 9.3 12.8 17.5 23.6 8.1 5.9 1.8 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.1 6.9 9.3 12.5 17.0 22.4 5.4 1.8 1.3 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.7 4.8 6.5 8.9 11.9 15.6 1.1 1.2 0.8 0.6 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.2 3.0 4.6 6.0 7.9 10.7 2.6 1.8 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.8 1.4 1.9 2.7 1.6 5.3 3.1 0.8 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 0.8 1.0 0.9 1.1 1.1 0.5 2.1 1.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.5 0.6 0.8 0.5 0.5 0.1 0.1 0.1 0.1 0.0 7.5 7.6 0.0 0.1 0.1 0.0 0.0 1.4 1.3 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.7 0.8 0.1 0.0 0.0 0.0 1.3 1.5 1.6 1.4 1.3 0.9 0.8 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.5 0.2 0.2 0.2 0.1 0.1 0.8 0.9 1.0 0.9 0.9 0.6 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.2 0.6 0.6 0.6 0.6 0.6 0.4 0.4 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.4 0.3 0.2 0.2 0.3 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 0.0 0.0 F 3 4 5 6 HI E D C AB 1 2 Y2 Y3 X1 X24.1 7 Z3 Z2 8 9 10 11 G Y4 Y1 12 13 A.8 Z1 Z1.5 Z1.8 A POLE (3) SL1 (2) SL2 (2) SL1EM B POLE (5) SL1 (2) SL2 (4) SL1EM A POLE (3) SL1 (2) SL2 (2) SL1EM B POLE (5) SL1 (2) SL2 (4) SL1EM C POLE (4) SL1 (2) SL3 (2) SL1EM C POLE - BUILDING MOUNTED AND POWERED FROM WELSH RYAN ARENA (4) SL1 (2) SL3 (2) SL1EM SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER PROJECT 6/ 2 6 / 2 0 2 5 2 : 2 9 : 0 8 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ M E _S P O R T S - L T G . r v t SL1 SPORTS LIGHTING SPILL PLAN 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775www.perkinswill.com 1/16" = 1'-0"1 SPORTS LIGHTING SPILL PLAN MARK ISSUE DATE 2 BID PACKAGE 2 02/14/25 3 ISSUED FOR PERMIT 03/28/25 4 ISSUED FOR CONSTRUCTION 05/14/25 5 ASI-001 06/26/25 5 6/26/25 Page 175 of 182 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER PROJECT 5/ 1 3 / 2 0 2 5 8 : 5 3 : 2 5 A M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ M E _S P O R T S - L T G . r v t SL2 SPORTS LIGHTING CUTSHEETS 021760 SOFTBALL STADIUM IMPROVEMENTS © 2024 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY BI D P A C K A G E 2 F E B R U A R Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) PEPPER CONSTRUCTION NORTHWESTERN UNIVERSITY SMITHGROUP NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775www.perkinswill.com SL1/SL1EM SL2/SL3 MARK ISSUE DATE 2 BID PACKAGE 2 02/14/25 3 ISSUED FOR PERMIT 03/28/25 4 ISSUED FOR CONSTRUCTION 05/14/25 2/13/20253/25/20255/13/25 Page 176 of 182 25 ' - 0 " +/ - 3 6 ' - 0 " 27 4 0 H A M P T O N P K W Y HEAD OF FOURTH FLOOR WINDOW FIXTURE FULLY SHIELDED AT REAR OF FIXTURE 45 DEGREE CUTOFF TO SIDES OF FIXTURE SOFTBALL FIELD OF PLAY 3.00° MIN. POTENTIAL 2-STORY RESIDENCE +/ - 2 1 ' - 0 " WE L S H / R Y A N A R E N A 3.00° MIN. FIXTURE FULLY SHIELDED AT REAR OF FIXTURE 45 DEGREE CUTOFF TO SIDES OF FIXTURE SOFTBALL FIELD OF PLAY 25 ' - 0 " DATE: SCALE: Northwestern University Softball Stadium Improvements1" = 30'-0" 12/18/24 BALL TRACKER SECTIONS 1" = 30'-0" N-S SECTION LOOKING EAST 1" = 30'-0" E-W SECTION LOOKING SOUTH Pa g e 1 7 7 o f 1 8 2 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPE ARCHITECT OWNER PROJECT 5/ 9 / 2 0 2 5 3 : 3 8 : 5 7 P M Au t o d e s k D o c s : / / N U S o f t b a l l S t a d i u m I m p r o v e m e n t s / N U S o f t b a l l _ A R C H . r v t G02-02 Zoning Diagrams 021760 SOFTBALL STADIUM IMPROVEMENTS © 2026 Perkins and Will 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 1501 CENTRAL ST EVANSTON, IL 60208 NORTHWESTERN UNIVERSITY IS S U E D F O R C O N S T R U C T I O N M A Y 1 4 , 2 0 2 5 DWA SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 223 W. JACKSON BLVD, SUITE 1220 CHICAGO, IL 60606 dbHMS 303 W. ERIE, CHICAGO, IL 60654 ME ENGINEERS 3424 MIDCOURT RD, SUITE 124 CARROLLTON, TX 75006 WRIGHTSON JOHNSON HADDON WILLIAMS (WJHW) 7220 W JEFFERSON AVENUE SUITE 216 LAKEWOOD, CO 80235 PEPPER CONSTRUCTION 411 LAKE ZURICH ROAD BARRINGTON, IL 60010 NORTHWESTERN UNIVERSITY 2020 RIDGE AVE EVANSTON, IL 60208 SMITHGROUP 35 E. WACKER DR, SUITE 900 CHICAGO, IL 60601 NORTHWESTERN UNIVERSITY 2020 RIDGE AVENUE, STE 250 EVANSTON, IL 60208 TECHNOLOGY/AV SPORTS LIGHTING The Wrigley Building 410 North Michigan Ave. Suite 1600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com MARK ISSUE DATE ST O P ST O P DO C K C E E E CC C C C C C C C S S S S D D D D D S S D S D ROCKY MILLER PARK SHARON J. DRYSDALE FIELD WELSH-RYAN ARENA TRIENENS PERFORMANCE CENTER ANDERSON HALL MECHANICAL YARD PROPOSED STADIUM (9) BIKE RACKS (18 BIKE CAPACITY) (17) BIKE RACKS & BIKE REPAIR STATION (34 BIKE CAPACITY) 905 SPACES 182 SPACES 312 SPACES 20 PARKING SPACES UNDERGROUND AT LOADING/RECEIVING REVISED STRIPING AND SIGNS AT ADA PARKING, ADDITIONAL 9 PARKING SPACES GAINED. GAMEDAY BIKE VALET (2) LOADING AREAS Pa g e 1 7 8 o f 1 8 2 47-O-25 ~11~ EXHIBIT 3 THE APPLICATION FOR A MINOR ADJUSTMENT Page 179 of 182 Please circle the primary means of contact. MINOR ADJUSTMENT PLANNED DEVELOPMENT APPLICATION Case Number: __________________________ 1. PROPERTY Address(es)/Location(s) ________________________________________________________________________________________ Brief Narrative Summary of Minor Adjustment Request: ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ 2. APPLICANT Name: _______________________________________ Organization: _______________________________ Address: _____________________________________ City, State, Zip: ______________________________ Phone: Work: ____________________ Home: ____________________ Cell/Other: _____________________ Fax: Work: ____________________ Home: ____________________ E-mail: ____________________________________________________ What is the relationship of the applicant to the property owner? same builder/contractor potential purchaser potential lessee architect attorney lessee real estate agent officer of board of directors other: _______________________________________________________________ 3. SIGNATURE “I certify that all of the above information and all statements, information and exhibits that I am submitting in conjunction with this application are true and accurate to the best of my knowledge.” __________________________________________________ Applicant Signature – REQUIRED 5/9/2025______________________ Date Page 180 of 182 4. PRE-SUBMISSION REQUIREMENTS Prior to actually submitting an application for Planned Development, you must: A. Complete a Zoning Analysis of the Development Plan The Zoning Office staff must review the development plan and publish a written determination of the plan’s level of compliance with the zoning district regulations. 5. REQUIRED SUBMISSION DOCUMENTS AND MATERIALS  (This) Completed Application Form  Application Fee. Fee will be separately invoiced upon submission and acce ptance of a completed application.  Certificate of Disclosure of Ownership Interest Form  Plan drawing illustrating development boundary and individual parcels and PINs  Plat of Survey of entire development site  Zoning Analysis results sheet  Inclusionary Housing Application. Required for all developments that are subject to the Inclusionary Housing Ordinance and where the proposed PD Adjustment has altered the previously approved IHO proposal.  Development Plans  Statement of Compliance. A statement describing the minor adjustment and how the proposed development still complies with the standards of approval in Section 6-3-6-9 (Standards for Planned Developments) and in Section 6-3-5-10 (Standards for Special Uses).  Project Narrative. A written description of the proposed modifications and reasons why they are necessary.  Any additional plans required by the Zoning Administrator as necessary to review the proposed PD Adjustment Notes: • Plats of survey must be drawn to scale and must accurately and completely reflect the current conditions of the property. • Building plans must be drawn to scale and must include interior floor plans and exterior elevations. • Application Fees may be paid by cash, check, or credit card. Fees will be separately invoiced upon acceptance of a completed application. Page 181 of 182 Page 3 of 8 6. OTHER PROFESSIONAL REPRESENTATIVE INFORMATION Attorney Name: _______________________________________ Organization: _______________________________ Address: _____________________________________ City, State, Zip: ______________________________ Phone: ____________________ Fax: ____________________ Email: _______________________________ Architect Name: _______________________________________ Organization: _______________________________ Address: _____________________________________ City, State, Zip: ______________________________ Phone: ____________________ Fax: ____________________ Email: _______________________________ Surveyor Name: _______________________________________ Organization: _______________________________ Address: _____________________________________ City, State, Zip: ______________________________ Phone: ____________________ Fax: ____________________ Email: _______________________________ Civil Engineer Name: _______________________________________ Organization: _______________________________ Address: _____________________________________ City, State, Zip: ______________________________ Phone: ____________________ Fax: ____________________ Email: _______________________________ Traffic Engineer Name: _______________________________________ Organization: _______________________________ Address: _____________________________________ City, State, Zip: ______________________________ Phone: ____________________ Fax: ____________________ Email: _______________________________ Other Consultant Name: _______________________________________ Organization: _______________________________ Address: _____________________________________ City, State, Zip: ______________________________ Phone: ____________________ Fax: ____________________ Email: _______________________________ Page 182 of 182