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2021-07-19 - Village Board Regular Meeting - Agenda Packet Meeting of the Village of Buffalo Grove Village Board Regular Meeting July 19, 2021 at 7:30 PM Fifty Raupp Blvd Buffalo Grove, IL 60089-2100 Phone: 847-459-2500 1. Call to Order A. Pledge of Allegiance 2. Approval of Minutes A. Village Board - Regular Meeting - Jun 21, 2021 7:30 PM 3. Approval of Warrant A. Approval of Warrant #1330 (Trustee Weidenfeld) (Staff Contact: Chris Black) 4. Village President's Report A. Proclamation Honoring Fritzie Fritzshall (President Sussman) (Staff Contact: Chris Stilling) 5. Village Manager's Report A. Lake County Major Crimes Task Force Presentation (Trustee Smith) (Staff Contact: Steven Casstevens) 6. Special Business 7. Reports from Trustees 8. Consent Agenda All items listed on the Consent Agenda, which are available in this room this evening, are considered to be routine by the Village Board and will be enacted by one motion. There will be no separate discussion of these items unless a Board member or citizen so requests, in which event, the item will be removed from the General Order of Business and considered after all other items of business on the Regular Agenda under New Business. (Attached). A. O-2021-46 An Ordinance Amending Chapter 5.20, Liquor Controls, of the Buffalo Grove Municipal Code- Class B. Liquor License DBA Name Change for Donato Restaurant Group (President Sussman) (Staff Contact: Chris Stilling) SUMMARY: Donato Restaurant Group, Inc. at 1180 Lake Cook Road has filed with the Illinois Secretary of State's Office to use the Assumed Name of Buffalo Restaurant. B. O-2021-47 Approve an Ordinance Granting a Special Use for a Recreational Use (Badminton Facility) in the Industrial District at 1362 Barclay (Trustee Johnson) (Staff Contact: Chris Stilling) SUMMARY: The petitioners are requesting approval of a special use to operate a recreational facility, Midwest Badminton Club at 1362 Barclay Blvd. The Planning & Zoning Commission unanimously recommended approval. Staff concurs with this recommendation. C. O-2021-48 Municipal Acceptance Forms LCDOT (Trustee Stein) (Staff Contact: Darren Monico) Staff Recommends approval of the Municipal Acceptance Forms for Village Facilities to be built within the Lake County Right-of-Ways as part of the Weiland Road Widening Project. D. 1305 Busch Parkway Development Improvement Agreement (Trustee Johnson) (Staff Contact: Darren Monico) SUMMARY: Staff recommends approval of the Development Improvement Agreement for 1305 Busch Parkway, subject to the receipt of the required fees and the Village Attorney review. E. Certificate of Initial Acceptance and Approval: 600 McHenry Road Development Improvements (Trustee Johnson) (Staff Contact: Darren Monico) SUMMARY: Attached is the Certificate of Initial Acceptance for the 600 McHenry Road (Animal Care Center of Buffalo Grove) development located at the southwest corner of IL-83 and Buffalo Grove Road. Staff recommends approval to begin the one year maintenance period on July 19, 2021. F. Authorization for a Change Order to the Ultra Strobe Communications Agreement (Trustee Johnson) (Staff Contact: Tom Wisniewski) SUMMARY: Staff recommends that the Village Board authorize the Village Manager to expend an additional $35,000.00 with Ultra Strobe Communications, Inc for emergency lighting installation services for a total amount not to exceed $110,000.00 for fiscal year 2021. Pending final review and approval by the Village Attorney. 9. Ordinances and Resolutions A. R-2021-19 Approval of the Revised 2021 Pay Ranges (Trustee Weidenfeld) (Staff Contact: Arthur Malinowski) B. O-2021-49 Multi-Function Printer Lease and Maintenance Agreement (Trustee Smith) (Staff Contact: Tom Wisniewski) C. O-2021-50 Ordinance Approving an Amendment to the FY20 Budget (Trustee Weidenfeld) (Staff Contact: Chris Stilling) D. O-2021-51 Conveyance of Property from the Village to the Park District (Trustee Johnson) (Staff Contact: Darren Monico) 10. Unfinished Business 11. New Business 12. Questions From the Audience Questions from the audience are limited to items that are not on the regular agenda. In accordance with Section 2.02.070 of the Municipal Code, discussion on questions from the audience will be limited to 10 minutes and should be limited to c oncerns or comments regarding issues that are relevant to Village business. All members of the public addressing the Village Board shall maintain proper decorum and refrain from making disrespectful remarks or comments relating to individuals. Speakers shall use every attempt to not be repetitive of points that have been made by others. The Village Board may refer any matter of public comment to the Village Manager, Village staff or an appropriate agency for review. 13. Executive Session 1. Executive Session- Section 2(C)(6) of the Illinois Open Meetings Act: (6) the Setting of a Price for Sale or Lease of Property Owned by the Public Body (President Sussman) (Staff Contact: Chris Stilling) 2. Executive Session - Section 2(C)(1) of the Illinois Open Meetings Act: the Appointment, Employment, Compensation, Discipline, Performance, or Dismissal of Specific Employees of the Public Body or Legal Counsel for the Public Body, Including Hearing Testimony on a Complaint Lodged Against an Employee of the Public B ody or Against Legal Counsel for the Public Body to Determine Its Validity. (President Sussman) (Staff Contact: Chris Stilling) 14. Adjournment The Village Board will make every effort to accommodate all items on the agenda by 10:30 p.m. The Board, does, however, reserve the right to defer consideration of matters to another meeting should the discussion run past 10:30 p.m. The Village of Buffalo Grove, in compliance with the Americans with Disabilities Act, requests that persons with disabilities, who require certain accommodations to allow them to observe and/or participate in this meeting or have questions about the accessibility of the meeting or facilities, contact the ADA Coordinator at 459-2525 to allow the Village to make reasonable accommodations for those persons. MINUTES OF THE REGULAR MEETING OF THE VILLAGE BOARD OF THE VILLAGE OF BUFFALO GROVE HELD IN THE JEFFREY S. BRAIMAN COUNCIL CHAMBERS AT VILLAGE HALL, 50 RAUPP BOULEVARD, BUFFALO GROVE, ILLINOIS, MONDAY, JUNE 21, 2021 CALL TO ORDER President Sussman called the meeting to order at 7:30 P.M. Those present stood and pledged allegiance to the Flag. ROLL CALL Roll call indicated the following present: President Sussman; Trustees Stein, Ottenheimer, Weidenfeld, Johnson, Smith and Pike. Also present were: Dane Bragg, Village Manager; Patrick Brankin, Village Attorney; Chris Stilling, Deputy Village Manager; Art Malinowski, Director of Human Resources; Katie Golbach, Human Resources Management Analyst; Chris Black, Director of Finance; Evan Michel, Management Analyst; Brett Robinson, Director of Purchasing; Darren Monico, Village Engineer; Mike Skibbe, Director of Public Works; Kyle Johnson, Assistant Director of Public Works; Police Chief Casstevens; Fire Chief Baker; and Deputy Fire Chief Wagner. APPROVAL OF MINUTES Moved by Ottenheimer, seconded by Johnson, to approve the minutes of the May 17, 2021 Regular Meeting. Upon roll call, Trustees voted as follows: AYES: 5 – Stein, Ottenheimer, Johnson, Smith, Pike NAYS: 0 – None ABSTAIN: 1 – Weidenfeld Motion declared carried. Moved by Johnson, seconded by Smith, to approve the minutes of the June 7, 2021 Committee of the Whole Meeting. Upon roll call, Trustees voted as follows: AYES: 5 – Stein, Ottenheimer, Johnson, Smith, Pike NAYS: 0 – None ABSENT: 1 – Weidenfeld Motion declared carried. WARRANT #1329 Mr. Black read Warrant #1329. Moved by Weidenfeld, seconded by Stein, to approve Warrant #1329 in the amount of $6,280,111.98 authorizing payment of bills listed. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. VILLAGE PRESIDENT’S REPORT President Sussman presented the appointments to the Village’s Board, Commissions, and Committees, as contained in Board packets. Moved by Weidenfeld, seconded by Pike, to concur with President Sussman’s appointments. Trustee Johnson reviewed her reasons for previously requesting that this item be removed from the agenda, noting that the lists have now been reviewed by the Trustee liaisons and are correct . 2.A Packet Pg. 4 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 1 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. Rich Rosen, President of the Interfaith Council, presented a brief background of the Interfaith Council, and reviewed the upcoming iWalk, urging residents to donate to this virtual fundraising event where 100% of every donation helps to stock our local food pantries. President Sussman extended condolences to the family of Fritzie Fritzschall, President of the Illinois Holocaust Museum and Auschwitz survivor, and a remarkable woman who embodied the spirit of Buffalo Grove. VILLAGE MANAGER’S REPORT Mr. Bragg introduced Chief Baker to present recent promotion badges to Battalion Chief Mike Spiro and Lieutenant Nick Otto. Chief Baker then reviewed the careers of Battalion Chief Spiro and Lieutenant Otto, after which Battalion Chief Spiro had his badge pinned on by his wife, Kelly, and Lieutenant Otto had his badge pinned on by his wife, Sarah. Both officers were congratulated by the audience and the Board. On behalf of himself and Lieutenant Otto, Battalion Chief Spiro thanked the Chief and the sta ff and the Board for allowing them to serve as officers of the Buffalo Grove Fire Department. REPORTS FROM TRUSTEES There were no reports from Trustees tonight. CONSENT AGENDA President Sussman explained the Consent Agenda, stating that any member of the audience or the Board could request that an item be removed for full discussion ; there were no such requests. The Village Clerk read a brief synopsis of each of the items on the Consent Agenda. The Village Clerk clarified that, because the original numbers on two items on the 5/17/21 agenda were duplicates, the corrected numbers are: Resolution No. 2021-11 (Canvass of votes) should be No. 2021-17 and Ordinance No. 2021-26 (Fuji Thai liquor license) should be No. 2021-37. Fire Engine Unit #218 Motion to authorize the Village Manager to expend $36,021.00, with a contingency amount of $7,204.20 with Certified Fleet Services, Inc. Combined Area Fire Training (CAFT) Facility Motion to authorize staff to award the lowest and most responsive bidder for the CAFT entrance gate replacement in an amount not to exceed $56,414.00 to Peerless Fence. This award of bid is in partnership with the CAFT communities in accordance with the Illinois Governmental Joint Purchasing Act and is fully f unded through the CAFT reserves. Performance Contract Amendment 3 Motion to authorize the Village Manager to amend the Performance Contract with Siemens Industry, Inc. in order to discontinue the Performance Assurance Services Program, pending final review and approval of the amendment by the Village Attorney. 2.A Packet Pg. 5 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 1 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) Link Crossing Motion to approve the Development Improvement Agreement for Link Crossing Phase 3, subject to the receipt of the required fees and Village Attorney review. Ordinance No. 2021-38 - BRI Incorporated Motion to pass Ordinance No. 2021-38, amending Chapter 5.20, Liquor Controls, of the Buffalo Grove Municipal Code – Class A & D Liquor License d/b/a/ name change for BRI Incorporated, Sal & Tony’s, 48 Raupp Boulevard. Ordinance No. 2021-39 – Rivaj Indian Cuisine Motion to pass Ordinance No. 2021-39, amending Chapter 5.20, Liquor Controls, of the Buffalo Grove Municipal Code – Liquor License Class Change from Class A to Class E for Rivaj Indian Cuisine. Resolution No. 2021-18 – Raupp Boulevard Bridge Motion to pass Resolution No. 2021-18, approving Amendment #1 to the Local Planning Agency Agreement to complete the documentation and final billing for the Raupp Boulevard Bridge Replacement Project, as required by IDOT. Moved by Smith, seconded by Ottenheimer, to approve the Consent Agenda as presented. Upon roll call, Trustees voted as follows on the Consent Agenda: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. ORDINANCE NO. 2021-40 – FLAG POLICY Moved by Weidenfeld, seconded by Pike, to pass Ordinance No. 2021-40, approving a Flag Policy Mr. Stilling reviewed the proposed ordinance, details of which are contained in his memo to the Board of June 17, 2021, after which he answered questions from the Board. Mr. Brankin confirmed that the proposed ordinance verifies that all flags may be flown as long as they comply with all the requirements and review processes set forth in the ordinance, that the fact that a flag is flown is not an indication of any position taken by the Village regarding the subject of the flag, an d that the proposed ordinance does not preclude the Village from issuing proclamations recognizing, commemorating or in support of various individuals, organizations or events. Several Trustees commented on the process leading to the proposed ordinance, noting that they are wholeheartedly in support of the LGBTQ+ community and have worked to participate in Pride events. There are Constitutional consequences to using Village property to promote private opinions, and using tax dollars to defend lawsuits in that regard is not fiscally responsible. The solution to fly the Pride flag at the Rotary Village Green is an elegant solution to a difficult balancing act, providing a forum for expressing many opinions as long as they meet the criteria of the proposed ordinance. It is saddening and disappointing to note how much hatred and bullying and negativity has taken place regarding this issue in the past few weeks, when the Pride flag claims to promote universal love and acceptance. Staff was thanked for their efforts to formulate the policies set forth in the proposed ordinance. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. 2.A Packet Pg. 6 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 1 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) ORDINANCE NO. 2021-42 – REAR YARD DRAINAGE IMPROVEMENT Moved by Stein, seconded by Weidenfeld, to pass Ordinance No. 2021-42, 2021 Rear Yard Drainage Improvements with the lowest and appropriately detailed proposal from Misfits Construction in the amount of $66,500.00, pending Village Attorney review. Mr. Johnson reviewed the proposed ordinance, details of which are contained in his memo to Mr. Bragg dated June 17, 2021. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. ORDINANCE NO. 2021-43 – CORE NETWORK Moved by Smith, seconded by Johnson, to pass Ordinance No. 2021-43, authorizing the Village Manager to purchase network equipment and support services in a not-to-exceed amount of $123,752.60 from Paragon Micro Inc. Mr. Robinson reviewed the proposed ordinance, details of which are contained in his memo of June 14, 2021 to Mr. Bragg. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. BUFFALO GROVE DAYS Mr. Skibbe reviewed the proposed Memorandum of Understanding with the Buffalo Grove Park District for Buffalo Grove Days, details of which are contained in his memo to Mr. Bragg of June 16, 2021, thanking everyone involved in getting the details secured in order to have Buffalo Grove Days 2021, after which he answered questions from the Board. Mr. Skibbe was thanked by the Board for his efforts in putting all of the pieces in place. Moved by Ottenheimer, seconded by Stein, to approve a Memorandum of Understanding with the Buf falo Grove Park District for Buffalo Grove Days 2021. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. FIRE APPARATUS PURCHASING Chief Baker reviewed the staff request for purchase of a 2022 E-One Cyclone Pumper, details of which are contained in the Village Board Agenda Item Overview prepared by Mr. Robinson, after which he answered questions from the Board. Moved by Stein, seconded by Ottenheimer, to authorize purchase of a 2022 E-One Cyclone Pumper to replace Unit #218 through the Houston Galveston Area Cooperative purchasing program from Fire Service, Inc. in accordance with the Illinois Governmental Joint Purchasing Act in a total not-to-exceed amount of $866,338.00, with the addition of additional necessary small equipment in a not-to-exceed amount of $98,041.82 from various suppliers. Upon roll call, Trustees voted as follows: 2.A Packet Pg. 7 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 1 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. BUFFALO GROVE ROAD WATER MAIN ADDITION Moved by Johnson, seconded by Weidenfeld, to authorize the Village Manager to spend up to an additional $95,000.00 for replacement of Village water ma in within the Buffalo Grove Road project under the current agreement with the Lake County Department of Transportation, in accordance with materials contained in Board packets. Mr. Johnson reviewed the proposal, details of which are contained in his memo to Ms. Maltas of June 11, 2021. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. 16051 DEERFIELD PARKWAY Mr. Stilling introduced the proposed development. Lawrence Freedman, attorney for the developer, introduced Michael Zaransky, principal of MZ Capital Partners, who provided a brief overview of his company, as well as a concept of the proposed project, after which he answered questions from the Board. It was noted that this concept matches with the Comprehensive Plan, and is an excellent use for this property. It was also noted that any influx of school-age children should be shared with the school districts, and that landscaping should be plentiful. Moved by Ottenheimer, seconded by Johnson, to refer the proposed multi-family development at 16051 Deerfield Parkway to the Planning & Zoning Commission for review. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. 201 N. MILWAUKEE AVENUE Moved by Johnson, seconded by Smith, to refer a proposed new Speedway at 201 N. Milwaukee Avenue and 251 N. Milwaukee Avenue to the Planning & Zoning Commission for review, and in accordance with materials contained in Board packets. Mr. Stilling introduced the proposed development, details of which are contained in his memo t o the Board of June 17, 2021. Tom Hallick, Speedway real estate representative, introduced the representative from WT Engineering, who provided more details of the proposed plan, after which he and Mr. Hallick answered questions from the Board. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. 2.A Packet Pg. 8 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 1 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) QUESTIONS FROM THE AUDIENCE President Sussman reviewed the parameters to be followed by speakers and asked if there were any questions from the audience on items not on tonight’s agenda; there were no such questions. EXECUTIVE SESSION Moved by Stein, seconded by Smith, to move to Executive Session to discuss Section 2(C)(1) of the Illinois Open Meetings Act: the Appointment, Employment, Compensation, Discipline, Performance, or Dismissal of Specific Employees of the Public Body or Legal Counsel for the Public Body, including Hearing Testimony on a Complaint Lodged Against an Employee of the Public Body or Against Legal Counsel for the Public Body to Determine Its Validity. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. The Board moved to Executive Session from 8:52 P.M. until 9:59 P.M. ADJOURNMENT Moved by Smith, seconded by Stein, to adjourn the meeting. Upon roll call, Trustees voted as follows: AYES: 6 – Stein, Ottenheimer, Weidenfeld, Johnson, Smith, Pike NAYS: 0 – None Motion declared carried. The meeting was adjourned at 10:01 P.M. Janet M. Sirabian, Village Clerk APPROVED BY ME THIS 19th DAY OF July 2021 Village President 2.A Packet Pg. 9 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 1 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) Updated: 7/15/2021 2:09 PM Page 1 Action Item : Approval of Warrant #1330 Recommendation of Action Staff recommends approval. TOTAL WARRANT #1330 $5,138,959.66 ATTACHMENTS: • SUMMARY Warrant 1330 (PDF) Trustee Liaison Staff Contact Weidenfeld Chris Black, Finance Monday, July 19, 2021 3.A Packet Pg. 10 VILLAGE OF BUFFALO GROVE WARRANT #1330 19-Jul-21 General Fund:960,268.07 Parking Lot Fund:2,658.83 Motor Fuel Tax Fund:0.00 Debt Service Fund:0.00 School & Park Donations:0.00 Lake Cook Rd TIF Fund:2,195.00 Capital Projects-Facilities: 0.00 Capital Projects-Vehicles/Equipment:414,686.12 Capital Projects-Streets:386,625.86 Health Insurance Fund:0.00 Facilities Development Debt Service Fund:0.00 Retiree Health Savings (RHS):0.00 Water Fund:901,229.29 Buffalo Grove Golf Fund:78,980.01 Arboretum Golf Fund:101,829.71 Refuse Service Fund:68,125.00 Information Technology Internal Service Fund:94,538.37 Central Garage Internal Service Fund:74,629.69 Building Maintenance Internal Service Fund:119,534.12 3,205,300.07 PAYROLL PERIOD ENDING 06/24/2021 969,479.05 ` PAYROLL PERIOD ENDING 07/08/2021 964,180.54 ` 1,933,659.59 TOTAL WARRANT #1330 5,138,959.66 APPROVED FOR PAYMENT BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, ILLINOIS Village Clerk Village President 3.A.a Packet Pg. 11 At t a c h m e n t : S U M M A R Y W a r r a n t 1 3 3 0 ( A p p r o v a l o f W a r r a n t # 1 3 3 0 ) Updated: 7/15/2021 10:49 AM Page 1 Information Item : Proclamation Honoring Fritzie Fritzshall Recommendation of Action Approval Proclamation Honoring Fritzie Fritzshall ATTACHMENTS: • Proclamation for Fritzie Fritzshall (DOC) Trustee Liaison Staff Contact Sussman Chris Stilling, Community Development Monday, July 19, 2021 4.A Packet Pg. 12 Village of Buffalo Grove A PROCLAMATION HONORING FRITZIE FRITZSHALL, FOR HER LIFE, ACTIVISM AND LEGACY AS A HOLOCAUST SURVIVOR AND RESIDENT OF THE VILLAGE OF BUFFALO GROVE WHEREAS, Fritzie Fritzshall devoted her life to educating, inspiring positive change, and combating the type of hatred and prejudice she experienced more than 75 years ago at the Auschwitz-Birkenau concentration camp; and WHEREAS, Fritzie Fritzshall was just 13 years old in 1944 when Nazis forcibly transported her and her family by train from her hometown of Klucharky, Czechoslovakia to Auschwitz, where her mother, two younger brothers, and other relatives were murdered; and WHEREAS, Fritzie Fritzshall suffered in Auschwitz, labored as a slave, and finally escaped into a nearby forest during a death march and was later liberated. After the war, she was reunited with her father in the United States and settled in Chicago, where she would later marry Norman Fritzshall and have a son, Steve Fritzshall; and WHEREAS, Fritzie Fritzshall became an activist and was integral in establishing the Illinois Holocaust Museum and Education Center where she served as president from 2010 until her death in 2021; and WHEREAS Fritzie Fritzshall engaged in a wide variety of public speaking opportunities where she spoke extensively about her experiences in the Holocaust, advocated for social justice issues, and continued the fight against anti-Semitism; and WHEREAS, Fritzie Fritzshall was honored with many awards, including the Bertha Honoré Palmer Making History Award for Distinction in Civic Leadership from the Chicago History Museum, the Global Citizenship Hero award from the Chicago Red Cross, and the 2021 Outstanding Community Leader Award from the Chicago Cultural Alliance; and WHEREAS, Fritzie Fritzshall became a resident of Buffalo Grove and remained dedicated to her humanitarian efforts until her death on June 19, 2021; and NOW THEREFORE, BE IT RESOLVED that I, Beverly Sussman, President of the Village of Buffalo Grove, recognize Fritzie Fritzshall for her life, service, activism and legacy. She will continue to serve as an inspiration for all of those who seek to make the world a kinder and gentler place. Passed this 19th day of July, 2021 Beverly Sussman, Village President 4.A.a Packet Pg. 13 At t a c h m e n t : P r o c l a m a t i o n f o r F r i t z i e F r i t z s h a l l ( P r o c l a m a t i o n H o n o r i n g F r i t z i e F r i t z s h a l l ) Updated: 7/15/2021 2:00 PM Page 1 Information Item : Lake County Major Crimes Task Force Presentation Recommendation of Action N/A. The Lake County Major Crimes Task Force Command staff members will present the Buffalo Grove Police Department with an 'Above and Beyond' award. Trustee Liaison Staff Contact Smith Steven Casstevens, Police Monday, July 19, 2021 5.A Packet Pg. 14 Updated: 7/14/2021 8:52 AM Page 1 Ordinance No. O-2021-46 : An Ordinance Amending Chapter 5.20, Liquor Controls, of the Buffalo Grove Municipal Code- Class B. Liquor License DBA Name Change for Donato Restaurant Group Recommendation of Action Staff recommends approval SUMMARY: Donato Restaurant Group, Inc. at 1180 Lake Cook Road has filed with the Illinois Secretary of State's Office to use the Assumed Name of Buffalo Restaurant. ATTACHMENTS: • Donato Restaurant Group DBA name change (DOCX) Trustee Liaison Staff Contact Sussman Chris Stilling, Community Development Monday, July 19, 2021 8.A Packet Pg. 15 Underlined = addition Strikethroughs = deletion 07/07/2021 ORDINANCE NO. 2021 - ___ AN ORDINANCE AMENDING CHAPTER 5.20 LIQUOR CONTROLS WHEREAS, the Village of Buffalo Grove is a Home Rule Unit pursuant to the Illinois Constitution of 1970. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS as follows: Section 1. Subsection B. of Section 5.20.072 of the Village of Buffalo Grove Municipal Code is hereby amended with deletions in strikethrough and additions in underline text so that Subsection B. of Section 5.20.072 shall provide as follows: Class B. Licensee and d/b/a Address 1. Spirit Café, Inc. d/b/a Versailles Restaurant 100 McHenry Road 2. Taste of Tokyo, Inc. 159 McHenry Road 3. Nino’s Pizzeria, Inc. 960 Buffalo Grove Road 4. Continental Restaurant, Inc. 782 S. Buffalo Grove Road 5. Booming, Inc. d/b/a Yan Yan Chinese Cuisine 360 Half Day Road 6. Donato Restaurant Group, Inc. d/b/a 1180 Lake Cook Road Buffalo Restaurant & Ice Cream ParlorBuffalo Restaurant 7. Golden Durebak Restaurant, Inc. 718 Buffalo Grove Road 8. Tomatillo Taco-Ville 2 LLC 1267 Dundee Road 9. Grande Jakes Fresh Mexican Grill in BG, Inc. 799 Buffalo Grove Road 10. Sky Fitness Café, Inc. d/b/a Sky Spa & Lounge 1501 Busch Parkway 11. Eva’s Mexican Restaurant, Inc. 205 Dundee Road 12. Chanprung, LLC d/b/a Fuji Thai 1000 Weiland Road 8.A.a Packet Pg. 16 At t a c h m e n t : D o n a t o R e s t a u r a n t G r o u p D B A n a m e c h a n g e ( O - 2 0 2 1 - 4 6 : C l a s s B . L i q u o r L i c e n s e - D o n a t o R e s t a u r a n t G r o u p D B A N a m e C h a n g e ) Section 2. A. Donato Restaurant Group, Inc. at 1180 Lake Cook Road has filed with the Illinois Secretary of State’s Office to use the Assumed Name of Buffalo Restaurant. B. This Section 2 shall not be codified. Section 3. This Ordinance shall be in full force and in effect from and after its passage and approval. AYES: __________________________________________________ NAYS: __________________________________________________ ABSENT: __________________________________________________ PASSED: _________________________________________________, 2021 APPROVED: __________________________________________________, 2021 Beverly Sussman, Village President ATTEST: ______________________________________ Janet M. Sirabian, Village Clerk 8.A.a Packet Pg. 17 At t a c h m e n t : D o n a t o R e s t a u r a n t G r o u p D B A n a m e c h a n g e ( O - 2 0 2 1 - 4 6 : C l a s s B . L i q u o r L i c e n s e - D o n a t o R e s t a u r a n t G r o u p D B A N a m e C h a n g e ) Updated: 7/15/2021 10:05 AM Page 1 Ordinance No. O-2021-47 : Approve an Ordinance Granting a Special Use for a Recreational Use (Badminton Facility) in the Industrial District at 1362 Barclay Recommendation of Action Staff recommends approval. SUMMARY: The petitioners are requesting approval of a special use to operate a recreational facility, Midwest Badminton Club at 1362 Barclay Blvd. The Planning & Zoning Commission unanimously recommended approval. Staff concurs with this recommendation. ATTACHMENTS: • BOT Memo (DOCX) • Ordinance (DOCX) • Exhibit A Plan Set (PDF) • Exhibit B PZC Minutes (PDF) Trustee Liaison Staff Contact Johnson Chris Stilling, Community Development Monday, July 19, 2021 8.B Packet Pg. 18 Page 1 of 2 VILLAGE OF BUFFALO GROVE DATE: July 15, 2021 TO: Dane Bragg, Village Manager FROM: Christopher Stilling, Deputy Village Manager SUBJECT: Ordinance approving a special use for a recreational use (badminton facility) in the Industrial District BACKGROUND The petitioners, Thomas Chen & Sandy Liang, are proposing to operate a recreation facility, Midwest Badminton Club at 1362 Barclay Blvd. This 18,000 square foot facility is currently vacant, and was previously occupied by Buffalo Grove Gymnastics which was also a recreation facility. Pursuant to the Zoning Ordinance, recreation facilities (badminton facility) is a special use in the Industrial District. PLANNING & ZONING COMMISSION (PZC) RECOMMENDATION The PZC unanimously recommended approval of the special use, subject to the following conditions: 1. The special use is granted to Thomas Chen & Sandy Liang of Midwest Badminton Club and said special use does not run with the land. 2. The special use granted may be assignable to subsequent petitioners seeking assignment of this special use as follows: i. Upon application of a petition seeking assignment of this special use, the Village of Buffalo Grove, in their sole discretion, may approve the assignment administratively, or may refer it to the Planning & Zoning Commission and/or the Village Board for a public hearing. ii. Such assignment shall be valid only upon the written approval of the Village of Buffalo Grove granting said assignment, which may be granted or denied for any reason. 3. If the Village determines at a later point, in its sole discretion, that additional parking is required, the petitioner shall provide said parking in manner acceptable to the Village. Staff concurs with this recommendation. 8.B.a Packet Pg. 19 At t a c h m e n t : B O T M e m o ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) Page 2 of 2 PUBLIC HEARING COMMENTS There were no comments from the public. PLANNING & ZONING ANALYSIS Proposed Use • Midwest Badminton Club has been in operation since 2010 and has two existing locations in Woodridge and Naperville. • The proposed use will comprise of badminton classes/training and free lay, and office use. The recreation use (badminton classes and free play) requires a special use in the Industrial district. • Approximately 80% of the tenant space (18,000 square feet) would be occupied by Badminton Courts. • The front portion of the tenant space includes lobby, kitchen, office and storage space. • There are 9 proposed badminton courts located behind the lobby and office space. Each badminton court allows up to 4 players on each court. Operations • General hours of operation for Midwest Badminton Club are Monday to Friday, 3:00 pm – 10:00 pm, and Saturday & Sunday, 9:00 am – 9:00 pm. • Midwest Badminton Club proposes to have 5 employees who will be present at the facility at different times of the day. There will be a maximum at 3 staff members (including the coach) present at any given time. • Classes will be offered on all seven days, on the weekdays in the evenings and in the weekends throughout the day. • The tentative training schedule proposed in Buffalo Grove is the same as the other locations in Woodridge and in Naperville. There will be 3 classes in total during the weekdays in the evening timeframe, and 4 classes conducted throughout the day during the weekends. Parking • The facility currently has a total of 90 parking spaces and 5 ADA parking spaces on the property. • The subject property at 1362 Barclay Blvd has been allocated 30 parking spaces in total. 24 parking spaces on the north side, and 6 parking spaces on the south side. • Pursuant to the Village Code, recreational uses require 1 parking space per 1,000 square feet of floor area. For this 18,000 square foot tenant space for a proposed badminton facility (recreation use), the Code requires this facility to have 18 parking spaces. There are 30 parking spaces allocated to this subject property with a surplus of 12 parking spaces. RECOMMENDATION Staff recommends that the Village Board approve an Ordinance granting the special use, subject to the conditions in the attached Ordinance. 8.B.a Packet Pg. 20 At t a c h m e n t : B O T M e m o ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) ORDINANCE NO. 2021 - ____ AN ORDINANCE APPROVING A SPECIAL USE FOR A RECREATIONAL USE IN THE INDUSTRIAL DISTRICT AT 1362 BARCLAY VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS Midwest Badminton Club 1362 Barclay WHEREAS, the Village of Buffalo Grove is a Home Rule Unit by virtue of the Illinois Constitution of 1970; and, WHEREAS, Thomas Chen & Sandy Liang of Midwest Badminton Club (“Petitioner”) has filed a petition for a recreational use (badminton facility) in the Industrial District for the Property at 1362 Barclay, Buffalo Grove, IL (“Property”); and, WHEREAS, the Village Planning & Zoning Commission conducted a public hearing on June 16, 2021 the petition for the special use; and, WHEREAS, the Planning & Zoning Commission made a finding and determined that the petition meets the criteria of a special use as set forth in the Buffalo Grove Zoning Ordinance, as described in the minutes attached as Exhibit B; and, WHEREAS, the Planning & Zoning Commission voted 9 to 0 to recommend approval of the special use; and, WHEREAS, the President and Village Board of Trustees after due and careful consideration have concluded that the proposed special use is a reasonable use of the Property and will serve the best interests of the Village. WHEREAS, the proposed special use shall be operated in accordance with and pursuant to the following exhibits: EXHIBIT A Plans EXHIBIT B Minutes from the June 16, 2021 Planning & Zoning Commission NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS: Section 1. This Ordinance is made pursuant to and in accordance with the Village’s Zoning Ordinance and the Village’s Home Rule powers. The preceding whereas clauses are hereby made a part of this Ordinance. Section 2. The Corporate Authorities hereby grant a special use for a recreational use (badminton facility) in the Industrial District for the Property at 1362 Barclay, Buffalo Grove, IL, subject to the following 8.B.b Packet Pg. 21 At t a c h m e n t : O r d i n a n c e ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 2 conditions: 1. The special use is granted to Thomas Chen & Sandy Liang of Midwest Badminton Club and said special use does not run with the land. 2. The special use granted may be assignable to subsequent petitioners seeking assignment of this special use as follows: i. Upon application of a petition seeking assignment of this special use, the Village of Buffalo Grove, in their sole discretion, may approve the assignment administratively, or may refer it to the Planning & Zoning Commission and/or the Village Board for a public hearing. ii. Such assignment shall be valid only upon the written approval of the Village of Buffalo Grove granting said assignment, which may be granted or denied for any reason. 3. If the Village determines at a later point, in its sole discretion, that additional parking is required, the petitioner shall provide said parking in manner acceptable to the Village. Section 3. This Ordinance shall be in full force and effect upon passage. This Ordinance shall not be codified. AYES: ________ NAYS: ________ ABSENT: ________ PASSED: ________ APPROVED: ________ ATTEST: APPROVED: ___________________ _____________________________ Village Clerk Beverly Sussman, Village President 8.B.b Packet Pg. 22 At t a c h m e n t : O r d i n a n c e ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 3 EXHIBIT A Plans Midwest Badminton Club 1362 Barclay 8.B.b Packet Pg. 23 At t a c h m e n t : O r d i n a n c e ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 4 EXHIBIT B Minutes from the June 16, 2021 Planning & Zoning Commission Midwest Badminton Club 1362 Barclay 8.B.b Packet Pg. 24 At t a c h m e n t : O r d i n a n c e ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y )                2019 Corporate lane, Suite 103, Naperville, IL 60563;         www.mbadminton.com                  Brief Narrative of the Project    Subject Property Address:  1362 Barclay BLVD, Buffalo Grove, 60089    Purpose of Application:  To obtain a special use permit as a badminton training facility    I. Background of our business and badminton:     Company history:  Midwest Badminton Club was founded in 2010 with the main  focus on offering  premier badminton facilities and training classes.  It is currently operating two facilities in the  western suburban of Chicago.  Midwest Badminton Club is planning to expand its services to the  residence in the northern suburbs and operate at 1362 Barclay BLVD.     Sport of badminton:  Badminton is a racquet sport play on a court with dimensions of 20 feet  width and 44 feet length.  The common forms of games are single with one player per side and  doubles with two players per side.  Therefore, either two or four people allowed on one court to  play games.  The winner(s) is(are) who got the best of three games with 21 points each game.  It  usually takes about 30 minutes for each team (at amateur level) to complete each match.    II. Details of Business operations and services:     Hours of Operations:    i. Monday – Friday:  3:00pm ‐ 10:00pm  ii. Saturday & Sunday:  9:00am – 9:00pm   Operation overviews:  Midwest Badminton Club offers its services to all age customers.  Below are  the types of services we offered:    i. Court/facility uses:  members and drop‐in players who come to play games usually stay at  the facility around 2‐4 hours.  This service is depending on court availabilities and on a first  come first serve basis.  ii. Training classes:  MBC offers both group and private classes.  The duration for the group  classes is two hours.  And, private class is one hour of one (coach) on one (student)  coaching session. Ninety‐five percent of MBC’s students are ages 17 and younger.  As such,  students are usually dropped off at the facility and picked up after the class.  Typically, the  group classes start at 4:30pm and end at 8:30pm on Monday through Friday.  Classes  starts at 10:00am and ends around 6:00pm on Saturday and Sunday.  iii. Other amenity:  Vending Machine with bottle drinks and snack packages.   Staff and Visitors number and parking requirement:  i. Staff:  Maximum number of staff on site would be 5, includes 2 administration staff and 3  coaches.  ii. Parking requirements:  Pursuant to the section 17.36.040 – Schedule of parking  requirements of the Buffalo Grove Ordinance, the total parking required for our  8.B.c Packet Pg. 25 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y )  2019 Corporate lane, Suite 103, Naperville, IL 60563;      www.mbadminton.com   operations would be around 20‐23 (using the dance school standards) or 10 (using the  tennis court club standards)  iii.The building has 90 parking spaces available for uses III.Building and other tenants  information and subject promises interior layouts Subject promises details: i.Midwest Badminton Club is planning to occupy 18,000 SF of the total 51,000 square feet building ii.The spaces are divided into the lobby/office/sitting area (layout map #1) and gym areas (floor courts map #2) iii.The previous tenant of the subject spaces was Buffalo Grove Gymnastics, which is similar to our operation.  In fact, they were operated with broader and larger scales than our current proposed uses. Building and other tenants: i.The space is one of  the three separate units (1322, 1342, and 1362) of the building (see the site plans Map#3). ii.The Unit 1322 is leased by Trane Supply, which is HAVC parts suppliers.  There are some truck traffics for their operations.  However, their operating hours are our off hours. iii.The Unit 1342is leased to Marriott Theatre Group.   There operations don’t involve any truck traffics. Map #1:  Lobby/Office/Pro‐shop layou Check in/Office  Map #2:  Gym Area and Court Layout:  8.B.c Packet Pg. 26 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y )                2019 Corporate lane, Suite 103, Naperville, IL 60563;         www.mbadminton.com                    Map #3:  Site Plan    8.B.c Packet Pg. 27 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 8.B.c Packet Pg. 28 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y )  2019 Corporate lane, Suite 103, Naperville, IL 60563;      www.mbadminton.com   Traffic and Parking details  Subject Property Address:  1362 Barclay BLVD, Buffalo Grove, 60089  I.Details of Business operations and services: •Hours of Operations: i.Monday – Friday:  3:00pm ‐ 10:00pm ii.Saturday & Sunday:  9:00am – 9:00pm •Staff and employees: i.2‐3 employees for none training hours (Monday – Friday:  3:00pm – 4:00pm, Saturday & Sunday: 6:00pm – 9:00pm) ii.Training class hours (see exhibit 1: training schedule for our current facility for reference): 1.Typically, 6‐12 students per class with 1 coaches.  The duration for the group classes is two hours. 2.Training classes typical hours:  (Monday – Friday: 4:30pm ‐ 8:30pm, Saturday and Sunday10:00am ‐ 6:00pm). 3.Maximum students and coaches during training classes: 39 (36 students and 3 coaches). 4.Most of the students are dropped off and picked up at the facility before and after classes. iii.Most of members or drop in customers come in groups, i.e. families or friends, and do carpooling as badminton required at least two or four players to play.  As such, we used the ratio of one parking spot to 4 patrons in our previous filing with City of Naperville and the Village of Woodridge. II.subject promises interior layouts (See exhibit 2) •Subject promises details: i.Midwest Badminton Club is planning to occupy 18,000 SF of the total 51,000 square feet building ii.The spaces are divided into the lobby/office/sitting area and gym areas. iii.The previous tenant of the subject spaces was Buffalo Grove Gymnastics, which is similar to our operation.  In fact, they were operated with broader and larger scales than our current proposed uses. III.Information on other tenants: •The space is one of  the three separate units (1322, 1342, and 1362) of the building: •The Unit 1322 is leased by Trane Supply, which is HAVC parts suppliers: 8.B.c Packet Pg. 29 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y )  2019 Corporate lane, Suite 103, Naperville, IL 60563;      www.mbadminton.com   The Unit 1342is leased to Marriott Theatre Rehearsal Warehouse: BY appointment – no set operation hours.  IV.Parking requirements and compacities (Exhibit 3 for Site plan and tenants info: i.Parking requirements:  Pursuant to the section 17.36.040 – Schedule of parking requirements of the Buffalo Grove Ordinance, the total parking required for our operations would be around 20‐23 (using the dance school standards) or 10 (using the tennis court club standards) ii.There will be 30 parking spaces assigned to the Midwest Badminton Club. iii.The building has 90 parking spaces, which it available to be used by the club’s customers. iv.Tables of the total parking uses for all tenants by hours V.Existing Traffic and Parking Analyses Manual traffic and parking counts at the property were made on Wednesday June 2nd and June 4th 2021 between 3:30pm and 8:00pm and from 9:00am to 6:00pm on Saturday and Sunday, June 5th and 6th. 8.B.c Packet Pg. 30 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y )  2019 Corporate lane, Suite 103, Naperville, IL 60563;      www.mbadminton.com   Based on the data illustrated in the table below, we concluded the parking usages and traffics flow  generated by the current tenants are very minimal.  Wednesday, June 2nd, 2020   Time Incoming Out going Total Car parked  3:30 PM N/A N/A 3  3:45 PM  3  4:00 PM  ‐1 2  4:15 PM  ‐1 1  4:30 PM  1  4:45 PM 1  2  5:00 PM 1  3  5:15 PM  3  5:30 PM  3  5:45 PM  3  6:00 PM  3  6:15 PM  ‐2 1  6:30 PM  ‐1 0  6:45 PM  0  7:00 PM  0  7:15 PM  0  7:30 PM  0  7:45 PM  0  8:00 PM  0  Friday, June 4th, 2020   Time Incoming Out going Total Car parked  3:30 PM N/A N/A 2  3:45 PM  2  4:00 PM  ‐1 1  4:15 PM  ‐1 0  4:30 PM 1  1  4:45 PM  ‐1 0  5:00 PM  0  5:15 PM  0  5:30 PM  0  5:45 PM  0  6:00 PM  0  6:15 PM  0  6:30 PM  0  6:45 PM  0  7:00 PM  0  7:15 PM  0  7:30 PM  0  7:45 PM  0  8:00 PM  0  8.B.c Packet Pg. 31 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y )  2019 Corporate lane, Suite 103, Naperville, IL 60563;      www.mbadminton.com   Saturday, June 5th 2020  Time Incoming Out going Total Car parked  9:00 AM 0 0 0  9:10 AM  0  9:30 AM  0  9:45 AM  0  10:00 AM  0  10:15 AM  0  10:30 AM  0  10:45 AM  0  11:00 AM  0  11:15 AM  0  11:30 AM  0  11:45 AM  0  12:00 PM  0  12:15 PM  0  12:30 PM  0  12:45 PM  0  1:00 PM  0  1:15 PM  0  1:30 PM  0  1:45 PM  0  2:00 PM  0  2:15 PM  0  2:30 PM  0  2:45 PM  0  3:00 PM  0  3:15 PM  0  3:30 PM  0  3:45 PM *0  4:00 PM  0  4:15 PM  0  4:30 PM  0  4:45 PM  0  5:00 PM  0  5:15 PM  0  5:30 PM  0  5:45 PM  0  6:00 PM  0  *one car drive thru around the building 8.B.c Packet Pg. 32 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y )  2019 Corporate lane, Suite 103, Naperville, IL 60563;      www.mbadminton.com   Sunday June 6th 2020  Time Incoming Out going Total Car parked  9:00 AM 0 0 0  9:10 AM  0  9:30 AM  0  9:45 AM  0  10:00 AM  0  10:15 AM  0  10:30 AM  0  10:45 AM  0  11:00 AM  0  11:15 AM  0  11:30 AM  0  11:45 AM  0  12:00 PM  0  12:15 PM  0  12:30 PM  0  12:45 PM  0  1:00 PM  0  1:15 PM  0  1:30 PM 1  1  1:45 PM  1  2:00 PM  1  2:15 PM  ‐1 0  2:30 PM  0  2:45 PM  0  3:00 PM  0  3:15 PM  0  3:30 PM  0  3:45 PM  0  4:00 PM  0  4:15 PM  0  4:30 PM  0  4:45 PM  0  5:00 PM  0  5:15 PM  0  5:30 PM  0  5:45 PM  0  6:00 PM  0  8.B.c Packet Pg. 33 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) MIDWEST BADMINTON CLUB Tentative Training Schedule:  training@mbadminton.com 331-903-3049 www.mbadminton.com MONDAY BEGINNER  4:30‐5:30 pm INTERMEDIATE/ADVANCE  6:30‐8:00pm ADULT CLASS:  5:30‐6:30PM  Looking for private les- sons? Private lessons are 1 hour long with any of our available coaches. The fee is $70/ hour for ONE person. We have several times during the week. Please email us for more info. Times subject to availability. Must pre-pay. For private lesson inquiries email us : training@mbadminton.com TUESDAY BEGINNER  6:00‐7:00 pm INTERMEDIATE/ ADVANCE  7:00‐8:30 pm WEDNESDAY BEGINNER  3:30‐4:30pm INTERMEDIATE/ ADVANCE ELITE:  6:30‐8:30  THURSDAY BEGINNER INTERMEDIATE/ ADVANCE  7:00‐8:30PM ELITE:  7:00‐9:00 pm  FRIDAY BEGINNER  4:30‐5:30pm   5:30‐6:30pm INTERMEDIATE/ ADVANCE  6:30‐8:00pm SATURDAY     BEGINNER  9:00‐10:00 am  INTERMEDIATE/ADVANCE  3:00‐4:30pm ELITE:  10:00am ‐12:00 pm  SUNDAY BEGINNER  4:00‐5:00 pm   INTERMEDIATE/ ADVANCE  10:30am‐12:00pm ELITE:   3:00‐5:00 pm   ADULT CLASS:       2:00‐3:00PM  Class schedule subject to change or be cancelled the following days/Events:  Chicago Open, Junior Tournament, Thanksgiving  Exhibit 1 Team: 1:00pm-3:00pm 8.B.c Packet Pg. 34 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 ELEC. PANEL DS.DS. DS. WH RECEPTION STORAGE EMPLOYEE LOUNGE CONFRENCE ROOM LOUNGE KITCHEN STORAGE Ex h i b i t 2 - I n t e r i o r f l o o r p l a n 8.B.c Packet Pg. 35 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) r··-··-··-·-··-----·-··--··--··--··--··-·-··------·-··-··-··-··-··-··-·-� I I �i;,11111111 �{Ja� 11 l�{Ja�I I 111111 � Y I -�-1-- \ \ EXISTING F.t}CILI]Y I 'I "' � --•---1 I --➔ _pi,,,,,!,_¢!,,,� !t::� l!!!r-!lq,---➔ - - - . . , - D.l.D. �1o�1t�ii.! 12>oEEr 12)0Esr " ! LEASED! 110EE " !LEASED !U I I �� � l ___ l ___ � __ I ___ I __--;---; --- j I I I I I I •• 0.1.0.1 ��� I 0.1.D. I o.r.o. 0.10. 0.1.D. 0.1.D. \ \ \ \ \ \ \ � Q, ,,.,L \ \ � t \ \ \ \ I I L.·-·-•·-··-·-·-·-·-··-·-··-··-·-··-··-·-··---·-··-··--··-·-··-··-·-··-··-·-··-··-·-··-··-··-··-··- SITE PLAN: PLAN NORTH EXISTING FACILITY BARCLAY BLVD. 1362 BARCLAY BOULEVARD BUFFALO GROVE, ILLINOIS JANUARY 11, 2021 120367 ©CORN£RSTONE ARCHITECTS LID. 2021 /ZiJ Cornerstone ----.....;� Architects Lid. Marriot Theater Rehearsal Warehouse Trane Supply 30 assigned spaces to MBC- yellow highlight Total parking spaces: 90 Exhibit 3 - Site Plan 8.B.c Packet Pg. 36 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 2019 Corporate lane, Suite 103, Naperville, IL 60563; www.mbadminton.com        Response to the Special Use Standards    Buffalo Grove, IL Code of Ordinances Page 1 of 2 17.28.040 - Criteria for special use. A. All special uses shall meet the following criteria: 1. The special use will serve the public convenience at the location of the subject property; or the establishment, maintenance or operation of the special use will not be detrimental to or endanger the public health, safety, morals, comfort, or general welfare; MBC response: Opening a badminton training facility at the subject location will benefit the residence of Buffalo Grove and its surrounding cities because it an alternative option for the public excise and be more active. It will create a lot of fun and excitement for families. 2. The location and size of the special use, the nature and intensity of the operation involved in or conducted in connection with said special use, the size of the subject property in relation to such special use, and the location of the site with respect to streets giving access to it shall be such that it will be in harmony with the appropriate, orderly development of the district in which it is located; MBC: The subject location was used as a gymnastic training center for the past thirty years. Our operation is very similar to the previous business model. As such, there should not be any negative impact to the district and other business. 3. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity of the subject property for the purposes already permitted in such zoning district, nor substantially diminish and impair other property valuations with the neighborhood; MBC: The subject location was used as a gymnastic training center for the past thirty years. Our operation is very similar to the previous business model. In addition, there is no structure changes to the existing building. As such, the requested special use will not causes any harm to other business or property in the surrounding area. 8.B.c Packet Pg. 37 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 4. The nature, location and size of the buildings or structures involved with the establishment of the special use will not impede, substantially hinder or discourage the development and use of adjacent land and buildings in accord with the zoning district within which they lie; MBC: There is not change to the building structure. It will not impede or discourage any development of any adjacent land and buildings. 5. Adequate utilities, access roads, drainage, and/or other necessary facilities have been or will be provided; MBC: Yes, the existing infrastructures are sufficient for the proposed operation. 6. Parking areas shall be of adequate size for the particular special use, which areas shall be properly located and suitably screened from adjoining residential uses, and the entrance and exit driveways to and from these parking areas shall be designed so as to prevent traffic hazards, eliminate nuisance and minimize traffic congestion in the public streets. MBC: There are adequate parking for the proposed uses. As our business is similar to the former business using the same promises, which did have any issues with the parking or traffic, there should not be any issues with the parking or surrounding traffic. Please see the parking and traffic studies for details. B. The special use shall in all other respects conform to the applicable regulations of the zoning district in which it is located, except as such regulations may be varied. Notwithstanding the foregoing, business planned unit developments shall conform with section I 7.44.040(D) unless varied. MBC: This should not be relevant to our application as we are using the existing building and no other modifications needed. C. The Planning & Zoning Commission may recommend and the Corporate Authorities may impose such conditions and restrictions upon the subject property, the location, the construction and design of the building and use of the property benefited by such special use as many be necessary or appropriate to the comply with the foregoing criteria. MBC: Noted D. Notwithstanding Chapter 17.52, the Planning & Zoning Commission may recommend and the Corporate Authorities may vary the regulations of the zoning district in which the special use is located subject to meeting the criteria of Section 17.52.070(A)(1)-(3), except for planned unit developments which shall meet the general objectives of Section 17.28.050(A)(1)-(7). MBC: This should not apply, no variance is requested. (Ord. 2004-100 § 2, 2004) about:blank 7/11/2017 8.B.c Packet Pg. 38 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) ,                                        8.B.c Packet Pg. 39 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 8.B.c Packet Pg. 40 At t a c h m e n t : E x h i b i t A P l a n S e t ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 06/16/2021 MINUTES OF THE REGULAR MEETING OF THE PLANNING AND ZONING COMMISSION OF THE VILLAGE OF BUFFALO GROVE HELD IN THE COUNCIL CHAMBERS, 50 RAUPP BOULEVARD, BUFFALO GROVE, ILLINOIS ON WEDNESDAY, JUNE 16, 2021 Call to Order The meeting was called to order at 7:30 PM by Chairman Frank Cesario Public Hearings/Items For Consideration 1. Consider a Variation for a Proposed Sunroom Addition Which Encroaches into Rear Yard Setback of the Subject Property 134 Newton Drive. (Trustee Weidenfeld) (Staff Contact: Nicole Woods) Village Planner Akash provided a background on the rear yard setback, similar to setbacks they have seen in past. She explained that there is an existing patio in the backyard and 80% of it will be covered by the sunroom. It backs to residential. No complaints, but a few inquiries. Mr. Weiner asked the commissioners to grant the sunroom. They want to enjoy the outside longer than the Chicago weather allows. Neighbors are friends and are excited to spend time with them in their sunroom. They noted they have a contractor who understands the concept and will use materials that match the existing house. Com. Moodhe asked staff about the agenda noting the address is wrong in the agenda. Additionally, he asked if a sign was put out. Village Planner Akash said those would be corrected and signs were put out as well as the mailings. Com. Goldspiel asked if the sunroom was heated and air conditioned. Mr. Weiner said no, just windows and screens. Com. Goldspiel asked how much will be open or closed. Mr. Weiner said it is surrounded by windows. Com. Weinstein asked if neighbors would be okay with the addition of a sunroom. Mr. Weiner said when the time came, they chatted with their neighbors. Chairperson Cesario referenced page 9. Mr. Weiner agreed that it wouldn’t be detrimental to the public health, safety and welfare. Com. Moodhe asked about the house down the street that has a 4-season room. He believes the petitioners sunroom will blend in with the neighborhood. Com. Worlikar asked if the neighbors on either said anything regarding the variation. Mr. Weiner said no. Chairperson Cesario entered the staff report as exhibit 1. Petitioners thanked the commission for their time and happy their neighbors had no objections. 8.B.d Packet Pg. 41 At t a c h m e n t : E x h i b i t B P Z C M i n u t e s ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 06/16/2021 The public hearing close at 7:42 PM. Com. Weinstein made a motion to grant a variation to Section 17.40 of the Buffalo Grove Zoning Code to allow for a proposed sunroom addition in the rear yard which encroaches 9’ into the required rear yard setback on the subject property. The sunroom shall be constructed in accordance with the documents and plans submitted as part of this petition. Com. Moodhe seconded the motion. Chairperson Cesario explained the purpose for variations for setbacks such as the subject property. Com. Goldspiel commented that the sunroom fits in. RESULT: APPROVED [UNANIMOUS] AYES: Moodhe, Spunt, Cesario, Goldspiel, Khan, Weinstein, Au, Richards, Worlikar 2. Consider a Special Use for a Recreational Use (Badminton Facility) in the Industrial District at 1362 Barclay Blvd. (Trustee Johnson) (Staff Contact: Nicole Woods) Village Planner Akash provided background on a special use for a badminton facility, previously a gymnastics facility. She provided detail on the number of employees and number of badminton courts as well as the hours of operation. She noted they will be offering classes to students 17 and younger - up to 39 students. The petitioners currently have facilities In Naperville and Woodridge with no complaints from neighbors either. Additionally, she noted they had a parking study done. Ms. Liang provided additional detail on the site. Noting the facility brings opportunity for a more diverse sport. Mr. Gearen, owner of the building, provided detail on the existing building and tenants. Com. Spunt asked about tournaments at the facility. Ms. Liang said the facility is designed for training and leisurely play, not for tournaments. Com. Worlikar thanked them for the parking analysis. He Referenced page 21. To ask about building schematics. Mr. Gearen explained the pits that are existing from the gymnastics facility. He said the plan is to fill them with stone and then with concrete. Com Au asked staff about drop off and pick up as well as traffic flow. Village Planner Akash said there were no complaints from the subject property when there was pick-up and drop off for the prior facility and pointed to the traffic study. Com. Richards asked if they are planning on food and or beverage at the facility. Ms. Liang said no not at this time, but plan for vendor machine. Com Richards asked if there were any complaints from the other tenants. Mr. Gearen said no and noted that with the prior gymnastics facility there was always a constant stream of cars. Com. Goldspiel asked about the location and proximity of courts. Mr. Chen described the game of badminton. 8.B.d Packet Pg. 42 At t a c h m e n t : E x h i b i t B P Z C M i n u t e s ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 06/16/2021 Ms. Liang said they use the same standards of the other facilities and described the dimensions. She explained that the sport does not include much running and is a lot lighter than a tennis ball. Com. Goldspiel asked if people will be running into each other like tennis Ms. Liang said no. Com. Weinstein provided additional detail on the difference between tennis and badminton. Com. Moodhe referenced packet page 15 asked if there are any plans to put in locker rooms. Ms. Liang said there will be no locker rooms or showers. Com. Kahn provided additional comments on badminton. He commented that he is excited about the sport and provided background knowledge on their two existing facilities. Chairperson Cesario entered the Village staff report as exhibit 1. The public hearing closed at 8:04 PM. Com. Weinstein made a motion to grant a positive recommendation to the Village Board for Special Use for a recreation use (badminton facility), subject to the following conditions; The special use is granted to Thomas Chen & Sandy Liang of Midwest Badminton Club and said special use does not run with the land; The special use granted may be assignable to subsequent petitioners seeking assignment of this special use as follows: Upon application of a petition seeking assignment of this special use, the Village of Buffalo Grove, in their sole discretion, may approve the assignment administratively, or may refer it to the Planning & Zoning Commission and/or the Village Board for a public hearing. Such assignment shall be valid only upon the written approval of the Village of Buffalo Grove granting said assignment, which may be granted or denied for any reason. If the Village determines at a later point, in its sole discretion, that additional parking is required, the petitioner shall provide said parking in manner acceptable to the Village. Com. Khan second. Com Moodhe asked staff about the motion. Village Attorney Stanford explained the motion. He said if it was the same use no new Special Use Permit process would be needed. However, because the Special Use Permit changed from gymnastics to badminton, a new Special Use Permit was needed and must go through the proper channels. Com. Moodhe commented that he believes this Special Use Permit should have been handled administratively. Com. Moodhe spoke in favor Com. Weinstein supports the use for the facility. Chairperson Cesario spoke in favor of the motion. He also commented that he is happy about recreation in industrial districts and thanked the petitioners for the very detailed plan. 8.B.d Packet Pg. 43 At t a c h m e n t : E x h i b i t B P Z C M i n u t e s ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) 06/16/2021 RESULT: RECOMMENDATION TO APPROVE [UNANIMOUS] Next: 7/19/2021 7:30 PM AYES: Moodhe, Spunt, Cesario, Goldspiel, Khan, Weinstein, Au, Richards, Worlikar Regular Meeting Other Matters for Discussion Approval of Minutes 1. Planning and Zoning Commission - Regular Meeting - May 19, 2021 7:30 PM RESULT: ACCEPTED [UNANIMOUS] AYES: Moodhe, Spunt, Cesario, Goldspiel, Khan, Weinstein, Au, Richards, Worlikar Chairman's Report Chairperson Cesario talked about a survey that went out, noting that Buffalo Grove was ranked number 3 for livability. Thanked everyone on the Planning and Zoning Commission for their participation in making it so. Committee and Liaison Reports None. Staff Report/Future Agenda Schedule Village Planner Akash commented on how happy she is to see everyone in person after a long year of virtual meetings. She spoke briefly on the comprehensive plan. Additionally, she spoke briefly on other items coming in August, including Ricky Rockets and the Golf Dome. Public Comments and Questions Adjournment The meeting was adjourned at 8:29 PM Chris Stilling APPROVED BY ME THIS 16th DAY OF June , 2021 8.B.d Packet Pg. 44 At t a c h m e n t : E x h i b i t B P Z C M i n u t e s ( O - 2 0 2 1 - 4 7 : A p p r o v e a n O r d i n a n c e G r a n t i n g a S p e c i a l U s e a t 1 3 6 2 B a r c l a y ) Updated: 7/14/2021 3:54 PM Page 1 Ordinance No. O-2021-48 : Municipal Acceptance Forms LCDOT Recommendation of Action Staff Recommends Approval Staff Recommends approval of the Municipal Acceptance Forms for Village Facilities to be built within the Lake County Right-of-Ways as part of the Weiland Road Widening Project. ATTACHMENTS: • Memo Weiland Road 21-0630 (DOCX) • ORDINANCE Municipal Acceptance Form 21-0630 (DOCX) • Municipal Acceptance 6.14.2021-Weiland Rd-Lake Cook to Aptakisic (PDF) • Municipal Acceptance 6.14.2021-Weiland Rd-Lake Cook to Aptakisic-Map (PDF) • Municipal Acceptance 6.14.2021- Aptakisic Rd (PDF) • Municipal Acceptance 6.14.2021- Aptakisic Road Map (PDF) Trustee Liaison Staff Contact Stein Darren Monico, Public Works Monday, July 19, 2021 8.C Packet Pg. 45 VILLAGE OF BUFFALO GROVE MEMORANDUM DATE: June 30, 2021 TO: Dane Bragg, Village Manager FROM: Darren Monico, Village Engineer SUBJECT: Weiland Road Municipal Acceptance Forms The Municipal Facility Acceptance Forms are standard Lake County forms for a Village to own and maintain Village facilities that were built or relocated within a Lake County Right-of-Way. These forms are for Village facilities within Weiland Road and Aptakisic Road such as sidewalks, multi-use paths, street lights, traffic signals, pedestrian crossings with flashing beacons, noise abatement walls, detention basins, water main, storm sewer, and sanitary sewer. After completion of the Weiland Road project and after IDOT completes their approval of the paperwork, Weiland Road will be jurisdictionally transferred to the Village sometime in 2022. Once this is completed the Weiland Road portions of these forms will no longer be needed however the Aptakisic Road forms will remain in place. 8.C.a Packet Pg. 46 At t a c h m e n t : M e m o W e i l a n d R o a d 2 1 - 0 6 3 0 ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 1 ORDINANCE NO. 2021 - ________ A ORDINANCE APPROVING MUNICIPAL UTILITY/FACILITY ACCEPTANCE ON COUNTY HIGHWAY AGREEMENTS WITH THE LAKE COUNTY DEPARTMENT OF TRANSPORTATION, RELATED TO THE WEILAND ROAD IMPROVEMENT PROJECT WHEREAS, the Village of Buffalo Grove is a Home Rule Unit pursuant to the Illinois Constitution of 1970; and, WHEREAS, the Village is agreeable to own and maintain the Village facilities such as sidewalks, multi-use paths, street lights, traffic signals, noise abatement walls, detention basins, water main, storm sewer, and sanitary sewer that are being built within the Right-of-Ways of Weiland Road and Aptakisic Road, that are under the jurisdiction of the Lake County Department of Transportation that are being constructed by Lake County as part of the Weiland Road Improvement Project. NOW, THEREFORE, BE IT ORDAINED by the Village President and Board of Trustees of the Village of Buffalo Grove, Cook and Lake Counties, Illinois, as follows: Section 1: The Agreements entitled “Municipal Utility/Facility Acceptance on a County Highway” for both Weiland Road and Aptakisic Road, between the Lake County Department of Transportation and the Village of Buffalo Grove related to the Weiland Road Improvement Project, are hereby approved (“Agreements”). Section 2: The Village President and Village Clerk are authorized and directed to execute the Agreements. A copy of said Agreements are attached hereto and made a part hereof. 8.C.b Packet Pg. 47 At t a c h m e n t : O R D I N A N C E M u n i c i p a l A c c e p t a n c e F o r m 2 1 - 0 6 3 0 ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 2 Section 3: If any section, paragraph, clause or provision of this Ordinance shall be held invalid, the invalidity thereof shall not affect any other provision of this Ordinance. Section 4: This Ordinance shall be in full force and effect from and after its passage and approval and shall not be codified. AYES: _________________________________________________________ NAYES: ________________________________________________________ ABSENT: _______________________________________________________ PASSED: ___________________________, 2021 APPROVED: ________________________, 2021 APPROVED: __________________________ Village President ATTEST: ______________________ Village Clerk 8.C.b Packet Pg. 48 At t a c h m e n t : O R D I N A N C E M u n i c i p a l A c c e p t a n c e F o r m 2 1 - 0 6 3 0 ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) Page 1 of 2 Rev. 07/2019 FOR LCDOT USE ONLY Permit Number 600 W. Winchester Road Libertyville, IL 60048 Telephone: (847) 377-7400 hdpermits@lakecountyil.gov MUNICIPAL FACILITY ACCEPTANCE ON A COUNTY HIGHWAY (Please print or type) Municipality: Village of Buffalo Grove Mailing Address: 50 Raupp Blvd. Buffalo Grove, Illinois 60089 Website: Enter text. Telephone: 847/459-2523 Being a municipal corporation in the State of Illinois, County of Lake, hereby requests permission from the County Engineer of Lake County to location and maintain the below described Municipal Facility within the right-of-way limits of a County Highway in accordance with the Lake County, IL Code of Ordinances, as amended. The Municipal Facility is described as follows: 1. Name of County Highway: Weiland Rd 2. Location of Facility: From: Lake Cook Road (From street to street with offsets) To: Aptakisic Road 3. Type of Municipal Facility (check all that apply): Street lighting Sanitary sewer line Water main/Water line Sidewalk Bike path Other Rectangular Rapid Flashing Beacon 4. Facility to be constructed by (check all that apply): Municipal Crew Contractor Developer Other LCDOT Name & Company: Enter text. Mailing Address: Enter text. Telephone Number: Enter text. Mobile Number: Enter text. E-mail Address: Enter text. Additional contact (if needed): Name & Company: Enter text. Mailing Address: Enter text. Telephone Number: Enter text. Mobile Number: Enter text. E-mail Address: Enter text. 5. Comments (if needed): Constructed as part on the Weiland Road reconstruction project 14-00158-11-WR and 18-00158-13-WR NOTES: This Acceptance is subject to the General Conditions as printed on the reverse side of the form. THIS APPLICATION IS ONLY VALID WHEN AN ORIGINAL SIGNATURE IS PROVIDED ON PAGE 2. 8.C.c Packet Pg. 49 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - W e i l a n d R d - L a k e C o o k t o A p t a k i s i c ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) Page 2 of 2 Rev. 07/2019 GENERAL CONDITIONS FOR MUNICIPAL FACILITY ACCEPTANCE ON A COUNTY HIGHWAY 1. In submitting this Acceptance, the Municipality agrees to comply with the various policies, conditions and requirements of the Lake County Division of Transportation, whether written or verbal and the Lake County, IL Code of Ordinances, as amended. 2. The Municipality shall supply, at its expense, such information or submittals as may be required for review and to make such changes or revisions as required by the Lake County Division of Transportation. 3. Lack of an immediate response to this form or any information or submittals supplied for review and/or comment shall not be construed as approval or acceptance by the County Engineer or the Lake County Division of Transportation, nor shall they be held responsible for any costs or delays due to the processing time required. 4. The review of the Municipal Facility shall be based on the primary use of the County Highway right-of-way for the safe and efficient movement of vehicular traffic and the maintenance and improvements needed to support such primary use. 5. The Lake County Division of Transportation shall not be responsible for providing room within the County Highway right-of-way for the Municipal Facility. 6. This Acceptance does not relieve the Municipality from complying with any statutes, regulations, ordinances or administrative orders of the Federal, State or County Governments or any political subdivision or administrative agencies that may apply to the Municipal Facility. 7. The Municipality shall obtain permission from the legal property owner of the County Highway right-of-way where the Municipal Facility will be located. 8. Unless otherwise stated in the issued Facility Permit, the Municipality and its successors and assigns shall be responsible for the following: a. The operation and maintenance of the Municipal Facility within the County Highway right-of-way. Such operation and maintenance shall include keeping the Municipal Facility in a safe condition for use by the Public, not creating any hazardous conditions, prov iding any special maintenance which may include cleaning ice and snow from sidewalks or bike paths or additional mowing of adjacent turf areas, making changes or revisions to the Municipal Facility needed because of the maintenance operations of the Lake County Division of Transportation or use of the County Highway right-of-way by the General Public and restoring portions of the County Highway right-of-way disturbed by repairs, maintenance, extensions, service connections, and/or other work done to the Municipal Facility without a Facility Permit being issued. b. Any additional costs to the County of Lake and/or its Division of Transportation for road improvements and/or maintenance work due to the location and/or use of the Municipal Facility within the County Highway right-of-way. Such costs can include adjustments needed to the Municipal Facility to accommodate said road improvements and/or maintenance work and/or damage to County Property and/or equipment. c. For indemnifying, defending and holding harmless the County of Lake and the Lake County Division of Transportation including their elected and duly appointed officials, agents, employees and representatives from and against any and all claims, suits, actions, losses, expenses, damages, injuries, deaths, judgments and demands arising from and relating to the location and/or use of the Municipal Facility within the County Highway right-of-way regardless of any limitations of insurance coverage. d. Other items as specified in the Lake County, IL Code of Ordinances, as amended. 9. If a separate application is made by an Applicant other than the Municipality to construct the Facility, then the Municipality, by submitting this Acceptance, hereby acknowledges that it will become the successor or assign of this Applicant for the said Facility. SIGNATURE BLOCK ATTEST: FOR THE MUNICIPALITY: By: Municipal Clerk Municipal Mayor/President (Printed name of above signature) (Printed name of above signature Date: 8.C.c Packet Pg. 50 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - W e i l a n d R d - L a k e C o o k t o A p t a k i s i c ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 20+00 25+00 30+00 35+00 W REWES YRATINAS W REWES YRATINAS W W REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS W REWES YRATINAS REWES YRATINAS REWES YRATINAS W W W W W W Scale: 0Horiz. LAKE COUNTY DIVISION OF TRANSPORTATION LAKE COOK ROAD TO DEERFIELD PARKWAY WEILAND ROAD 50 WEILAND ROAD P A U L I N E A V E N U E M A T C H L I N E S T A 3 6 + 0 0 PAGE 1 OF 6 100 LEGEND Proposed Village Sidewalk Proposed Water Main Proposed Median Plantings Proposed Landscaping Trees Proposed Village Multi-Use Path Proposed Light Pole Existing Water Main Existing Sanitary Sewer Structure AdjustmentsWREWES YRATINAS E V I R D E N O T S D O O W WEILAND ROAD EXHIBIT N 25 25 25 25 25 25 25 25 2 5 2 5 25 25 25 25 2525 25 25 2 5 Flashing Beacons Rectangular Rapid Contract 1: Weiland Road - Lake Cook Road to Deerfield Parkway 8.C.d Packet Pg. 51 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - W e i l a n d R d - L a k e C o o k t o A p t a k i s i c - M a p ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 40+00 45+00 50+00 55+00 REWES YRATINAS REWES YRATINAS REWES YRATINAS W REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS W REWES YRATINAS W W W W W REWES YRATINAS W W W Scale: 0Horiz. LAKE COUNTY DIVISION OF TRANSPORTATION LAKE COOK ROAD TO DEERFIELD PARKWAY WEILAND ROAD 50 PAGE 2 OF 6 M A T C H L I N E S T A 5 6 + 0 0 M A T C H L I N E S T A 3 6 + 0 0 P O P E B O U L E V A R D N E W T O W N D R I V E WEILAND ROAD 100 LEGEND Proposed Village Sidewalk Proposed Water Main Proposed Median Plantings Proposed Landscaping Trees Proposed Village Multi-Use Path Proposed Light Pole Existing Water Main Existing Sanitary Sewer Structure AdjustmentsREWES YRATINAS W WEILAND ROAD EXHIBIT N 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 2 5 Noise Abatement Wall Sanitary Sewer Removal Contract 1: Weiland Road - Lake Cook Road to Deerfield Parkway 8.C.d Packet Pg. 52 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - W e i l a n d R d - L a k e C o o k t o A p t a k i s i c - M a p ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 60+00 65+00 70+00 75+00 59 W REWES YRATINAS REWES YRATINAS W W W W W W W REWES YRATINAS REWES YRATINAS W W W W W W W REWES YRATINAS Scale: 0Horiz. LAKE COUNTY DIVISION OF TRANSPORTATION LAKE COOK ROAD TO DEERFIELD PARKWAY WEILAND ROAD 50 PAGE 3 OF 6 LEGEND Proposed Village Sidewalk Proposed Water Main Proposed Median Plantings Proposed Landscaping Trees WEILAND ROAD B E N T L E Y P L A C E M A T C H L I N E S T A 5 6 + 0 0 Y A W SNIV R A M D E E R F I E L D P A R K W A Y 100 Proposed Village Multi-Use Path Proposed Light Pole Existing Water Main Existing Sanitary Sewer Structure AdjustmentsREWES YRATINAS W WEILAND ROAD EXHIBIT N 25 25 25 25 25 25 25 25 25 25 25 25 2 5 Noise Abatement Wall Flashing Beacons Rectangular Rapid Contract 1: Weiland Road - Lake Cook Road to Deerfield Parkway 8.C.d Packet Pg. 53 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - W e i l a n d R d - L a k e C o o k t o A p t a k i s i c - M a p ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 75+00 80+00 85+00 90+00 W W W W W W W W W REWES YRATINAS REWES YRATINAS W W W W W W W W W W WW REWES YRATINAS W REWES YRATINAS W W W W Scale: 0Horiz. LAKE COUNTY DIVISION OF TRANSPORTATION DEERFIELD PARKWAY TO APTAKISIC ROAD WEILAND ROAD 50 PAGE 4 OF 6 WEILAND ROAD D E E R F I E L D P A R K W A Y M A T C H L I N E S T A 9 2 + 5 6 100 LEGEND Proposed Village Sidewalk Proposed Water Main Proposed Median Plantings Proposed Landscaping Trees Proposed Village Multi-Use Path Proposed Light Pole Existing Water Main Existing Sanitary Sewer Structure AdjustmentsREWES YRATINAS W Proposed Fence Contract 2: Weiland Road - Deerfield Parkway to Aptakisic Road C O B B L E R L A N E WEILAND ROAD EXHIBIT N BUFFALO GROVE VILLAGE OF 25 25 25 25 25 25 25 25 25 25 25 25 25 SP SP SP SP SP SP SP SP SPSP 2 5 8.C.d Packet Pg. 54 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - W e i l a n d R d - L a k e C o o k t o A p t a k i s i c - M a p ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 95+00 100+00 105+00 110+00 W REWES YRATINAS W REWES YRATINAS W W W W REWES YRATINAS REWES YRATINAS W W W REWES YRATINAS REWES YRATINAS W W REWES YRATINAS W W REWES YRATINAS REWES YRATINAS REWES YRATINAS REWES YRATINAS Scale: 0Horiz. LAKE COUNTY DIVISION OF TRANSPORTATION DEERFIELD PARKWAY TO APTAKISIC ROAD WEILAND ROAD 50 PAGE 5 OF 6 WE ILAND ROAD A B B O T T C O U R T T R U O C T T O B B A M A T C H L I N E S T A 9 2 + 5 6 M A T C H L I N E S T A 1 1 2 + 9 2 100 LEGEND Proposed Village Sidewalk Proposed Water Main Proposed Median Plantings Proposed Landscaping Trees Proposed Village Multi-Use Path Proposed Light Pole Existing Water Main Existing Sanitary Sewer Structure AdjustmentsREWES YRATINAS W Proposed Fence Contract 2: Weiland Road - Deerfield Parkway to Aptakisic Road OLD WEILAND ROAD D E P O T P L A C E WEILAND ROAD EXHIBIT N BUFFALO GROVE VILLAGE OF 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 2 5 2 5 2 5 8.C.d Packet Pg. 55 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - W e i l a n d R d - L a k e C o o k t o A p t a k i s i c - M a p ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 1 1 5 + 0 0 1 2 0 + 0 0 125 + 0 0 130+00 100+00 105+00 110+00 115+00 W W W W W W W W REWES YRATINAS REWES YRATINAS REWES YRATINAS W W W W W W W Scale: 0Horiz. LAKE COUNTY DIVISION OF TRANSPORTATION DEERFIELD PARKWAY TO APTAKISIC ROAD WEILAND ROAD 50 PAGE 6 OF 6 APTAKISIC ROAD MATCH LINE STA 112+92 R O A D W E I L A N D M A T C H L I N E S E E A B O V E W I S C O N S I N C E N T R A L L I MI T E D R A I L R O A D 100 LEGEND Proposed Village Sidewalk Proposed Water Main Proposed Median Plantings Proposed Landscaping Trees Proposed Village Multi-Use Path Proposed Light Pole Existing Water Main Existing Sanitary Sewer Structure AdjustmentsREWES YRATINAS W Proposed Fence Contract 2: Weiland Road - Deerfield Parkway to Aptakisic Road P E T L A N E J O S E P H C O U R T T E E R T S D N O B WEILAND ROAD EXHIBIT N LINCOLNSHIRE VILLAGE OF BUFFALO GROVE VILLAGE OF 2 5 2 5 2 5 8.C.d Packet Pg. 56 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - W e i l a n d R d - L a k e C o o k t o A p t a k i s i c - M a p ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 8.C.e Packet Pg. 57 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - A p t a k i s i c R d ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 8.C.e Packet Pg. 58 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - A p t a k i s i c R d ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) 1 1 5 + 0 0 1 2 0 + 0 0 12 5 + 0 0 130+00 100+00 105+00 110+00 115+00 W W W W W W W W REWES YRATINAS REWES YRATINAS REWES YRATINAS W W W W W W W 120+00 125+00 W Scale: 0Horiz. LAKE COUNTY DIVISION OF TRANSPORTATION DEERFIELD PARKWAY TO APTAKISIC ROAD WEILAND ROAD 50 PAGE 1 OF 1 APTAKISIC ROAD R O A D W E I L A N D M A T C H L I N E S E E B E L O W M A T C H L I N E S E E A B O V E W I S C O N S I N C E N T R A L L I MI T E D R A I L R O A D 100 LEGEND Proposed Village Sidewalk Proposed Water Main Proposed Median Plantings Proposed Landscaping Trees Proposed Village Multi-Use Path Proposed Light Pole Existing Water Main Existing Sanitary Sewer Structure AdjustmentsREWES YRATINAS W Proposed Fence Contract 2: Weiland Road - Deerfield Parkway to Aptakisic Road P E T L A N E J O S E P H C O U R T T E E R T S D N O B APTAKISIC ROAD EXHIBIT N N LINCOLNSHIRE VILLAGE OF BUFFALO GROVE VILLAGE OF 25 2 5 2 5 2 5 25 25 25 2 5 25 2525 25 25 25 25 25 25 25 2 5 25 25 25 8.C.f Packet Pg. 59 At t a c h m e n t : M u n i c i p a l A c c e p t a n c e 6 . 1 4 . 2 0 2 1 - A p t a k i s i c R o a d M a p ( O - 2 0 2 1 - 4 8 : M u n i c i p a l A c c e p t a n c e F o r m s L C D O T ) Updated: 7/14/2021 9:49 AM Page 1 Action Item : 1305 Busch Parkway Development Improvement Agreement Recommendation of Action Staff recommends approval, subject to the review and approval by the Village Attorney. SUMMARY: Staff recommends approval of the Development Improvement Agreement for 1305 Busch Parkway, subject to the receipt of the required fees and the Village Attorney review. ATTACHMENTS: • 1305 Busch Parkway DIA Memo (DOCX) • Engineers Opinion of Probable Cost (PDF) • Engineering Plans (PDF) • DRAFT_DIA_1305 Busch Pkwy_7-12-2021 (DOCX) • Plat of Easement (PDF) Trustee Liaison Staff Contact Johnson Darren Monico, Public Works Monday, July 19, 2021 8.D Packet Pg. 60 VILLAGE OF BUFFALO GROVE MEMORANDUM DATE: July 8, 2021 TO: Jenny Maltas, Deputy Village Manager FROM: Darren Monico, Village Engineer SUBJECT: 1305 Busch Parkway Development Improvement Agreement Premier Design Build Group has submitted a Development Improvement Agreement for the 1305 Busch Parkway Development, located along Busch Parkway between Barclay Boulevard and Milwaukee Avenue. This development includes a new industrial building and site improvements at 1305 Busch Parkway. The Development Improvement Agreement, or DIA, is an agreement between the Developer and the Village and identifies the items to be constructed by the developer on the project site in addition to the building addition. Typical items include the stormwater management, parking lot, and all utilities such as water main and sanitary sewer. With this agreement, the developer agrees to provide security as required in the Village Code until the developer completes the required items. 8.D.a Packet Pg. 61 At t a c h m e n t : 1 3 0 5 B u s c h P a r k w a y D I A M e m o ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) FINAL ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST PROJECT:LOT 15 CORPORATE GROVE LOCATION:BUFFALO GROVE, ILLINOIS PROJECT NO.:11042 LOT 15 CORPORATE GROVE VILLAGE OF BUFFALO GROVE LAKE COUNTY, IL 60089 DATE PREPARED:7/1/2021 LAST REVISED: PREPARED BY:MJM CHECKED BY:JL GROUP MANAGER: (HAND WRITTEN INITIALS) THE PRICES USED IN THIS LIST ARE BASED ON THE AVERAGE PRICES FROM CONTRACTOR'S BID PRICES REVIEWED WITHIN THE PAST YEAR BY SPACECO, INC. FOR SIMILAR PROJECTS AND/OR AVAILABLE MATERIAL & LABOR COST DATA. SOME UNIT PRICES HAVE BEEN ADJUSTED TO ALLOW FOR SPECIAL CONDITIONS. THESE UNIT PRICES DO NOT INCLUDE ENGINEERING FEES. CONSULTING ENGINEERS * SITE DEVELOPMENT ENGINEERS * LAND SURVEYORS 9575 W HIGGINS ROAD, SUITE 700 ROSEMONT, ILLINOIS 60018 847-696-4060 * FAX 847-696-4065 8.D.b Packet Pg. 62 At t a c h m e n t : E n g i n e e r s O p i n i o n o f P r o b a b l e C o s t ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) SPACECO, INC. Engineer's Opinion of Probable Construction Cost FILE NAME:11042-EOPC-2020-0701 7/1/2021 UNIT ITEM QNTY UNIT PRICE AMOUNT A. Soil Erosion Sediment Control 1.Silt Fence 2,450 L.F. $1.65 $4,042.50 2.Floating Silt Curtain 230 L.F. $5.00 $1,150.00 3.Stabilized Entrance 1 EACH $3,500.00 $3,500.00 4.Lined Apron at Flared End Section 1 EACH $750.00 $750.00 5.Inlet Protection 5 EACH $200.00 $1,000.00 6.Temporary Perforated Riser 1 EACH $1,500.00 $1,500.00 A. Soil Erosion Sediment Control Sub-Total = $11,942.50 B. Demolition & Earthwork Improvements 1.Earthwork 1 L.S. $256,500.00 $256,500.00 2.Retaining Wall 500 S.F.F. $50.00 $25,000.00 B. Demolition & Earthwork Improvements Sub-Total = $281,500.00 C. Drainage Improvements 1.12" Sewer, RCP CL-IV 430 L.F. $27.00 $11,610.00 2.21" Sewer, RCP CL-IV 60 L.F. $42.00 $2,520.00 3.24" Sewer, RCP CL-IV 180 L.F. $50.00 $9,000.00 4.24" DIA Inlet 1 EACH $1,000.00 $1,000.00 5.48" DIA Catch Basin (Construct over existing sewer)4 EACH $2,300.00 $9,200.00 6.12" Flared End Section 2 EACH $730.00 $1,460.00 7.Trench Backfill 620 L.F. $14.00 $8,680.00 C. Drainage Improvements Sub-Total = $43,470.00 D. Pavement Improvements 1.Curb & Gutter (B6.12)1,160 L.F. $12.00 $13,920.00 2.Ductilecrete Loading Dock/Apron Pavement (6"Ductilecrete/2" Agg. Base, Type B) 37,640 S.F. $4.00 $150,560.00 3.Concrete Sidewalk 3,200 S.F. $5.00 $16,000.00 4.Open Cut and Replace Path 80 S.F. $20.00 $1,600.00 Site Signage 5.Stop Sign 1 EACH $250.00 $250.00 6.ADA Parking Sign 3 EACH $300.00 $900.00 7.Pavement Marking Allowance 1 L.S. $5,000.00 $5,000.00 D. Pavement Improvements Sub-Total = $188,230.00 E. Watermain Improvements 1.6" Watermain, D.I.P. Class-52 3 L.F. $40.00 $120.00 2.8" Watermain, D.I.P. Class-52 245 L.F. $55.00 $13,475.00 3.16" Casing Pipe 50 L.F. $75.00 $3,750.00 4.Pressure Connection, 8"x16"1 EACH $9,000.00 $9,000.00 5.Fire Hydrant 1 EACH $5,000.00 $5,000.00 6.Trench Backfill 195 L.F. $45.00 $8,775.00 E. Watermain Improvements Sub-Total = $40,120.00 Template Page 2 of 3 8.D.b Packet Pg. 63 At t a c h m e n t : E n g i n e e r s O p i n i o n o f P r o b a b l e C o s t ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) SPACECO, INC. Engineer's Opinion of Probable Construction Cost FILE NAME:11042-EOPC-2020-0701 7/1/2021 UNIT ITEM QNTY UNIT PRICE AMOUNT F. Sanitary Sewer Improvements 1.6" Sanitary Sewer, PVC SDR 26 60 L.F. $30.00 $1,800.00 2.Construct Manhole Over Existing Sanitary Sewer 1 EACH $5,000.00 $5,000.00 3.Trench Backfill 25 L.F. $45.00 $1,125.00 F. Sanitary Sewer Improvements Sub-Total = $7,925.00 TOTAL= $573,187.50 NOTES: 1. This estimate is prepared based on "Site Improvement Plans for Lot 15 Corporate Grove" Dated 5/05/2021, last revised 6/25/2021 2. This estimate is prepared as a guide only. SPACECO makes no warranty that actual costs will not vary from the amounts indicated, and assumes no liability for such variance. 3. This estimate DOES NOT include: PERMIT FEES REVIEW FEES GAS, ELECTRIC, TELEPHONE SERVICES 4. This estimate DOES NOT include: Maintenance costs for: EROSION CONTROL Template Page 3 of 3 8.D.b Packet Pg. 64 At t a c h m e n t : E n g i n e e r s O p i n i o n o f P r o b a b l e C o s t ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) ILLINOIS REEN I G N E LA N OISSEFORP DESNEC I L DUFFY BRETT M. NO. 062-053198 N C1 1 SITE IMPROVEMENT PLANS for PROJECT NO:11042 INDEX LOCATION MAP REVISIONS #SHEET #REMARKS DATE NOTE: DESCRIPTION: ELEVATION: BENCHMARK 48 HOURS BEFORE YOU DIG. EXCLUDING SAT., SUN. & HOLIDAYS WITH THE FOLLOWING: CALL J.U.L.I.E. 1-800-892-0123 ARCHITECT DEVELOPER SHEET DESCRIPTION COUNTY CITY, TOWNSHIP SEC. NO.4 1SEC. & AND SHALL BE INCLUDED IN THE PRECONSTRUCTION MEETINGS THREE (3) DAYS PRIOR TO STARTING CONSTRUCTION SPACECO, INC. IS TO BE NOTIFIED AT LEAST LOCATION PROJECT ORIGINAL PLAN DATE: I.D. SHEET # SHEET N.T.S. FILENAME: DATE: JOB NO. SHEET OF P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 9 5 7 5 W . H ig g i n s R o a d , S u i t e 7 0 0 , R o s e m o n t , I l l i n o i s 6 0 0 1 8 N 1 SITE IMPROVEMENT PLANS for INDEX LOCATION MAP REVISIONS #SHEET #REMARKS DATE NOTE: DESCRIPTION: ELEVATION: BENCHMARK 48 HOURS BEFORE YOU DIG. EXCLUDING SAT., SUN. & HOLIDAYS WITH THE FOLLOWING: CALL J.U.L.I.E. 1-800-892-0123 ARCHITECT DEVELOPER SHEET DESCRIPTION COUNTY CITY, TOWNSHIP SEC. NO.4 1SEC. & AND SHALL BE INCLUDED IN THE PRECONSTRUCTION MEETINGS THREE (3) DAYS PRIOR TO STARTING CONSTRUCTION SPACECO, INC. IS TO BE NOTIFIED AT LEAST LOCATION PROJECT 1 2 3 5 6 7 8-10 11 12-15 ORIGINAL PLAN DATE: I.D. SHEET # SHEET LAKE COUNTY VILLAGE OF BUFFALO GROVE SEC. 27, T43N, R11E 2 1,2,5,6,10 06/25/21REVISIONS PER OWNER MAY 5, 2021 N.T.S. FILENAME: DATE: JOB NO. SHEET OF P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 9 5 7 5 W . H ig g i n s R o a d , S u i t e 7 0 0 , R o s e m o n t , I l l i n o i s 6 0 0 1 8 COVER SHEET C1 TYPICAL SECTIONS & GENERAL NOTES GN ET EXISTING CONDITIONS PLAN GEOMETRIC PLAN GM GR GRADING PLAN UTILITY PLAN UT SOIL EROSION AND SEDIMENT CONTROL PLANS SE1-SE3 SPECIFICATIONS S1 D1-D4 DETAILS 11042TITLE 11042 15 PHONE: (630) 773-8363 ITASCA, IL 60143 1152 SPRING LAKE DR, CORNERSTONE ARCHITECTS LTD. PHONE: (847) 297-4200 ITASCA, IL 60143 1000 WEST IRVING PARK ROAD, SUITE 200 PREMIER DESIGN BUILD GROUP LAKE COUNTY, ILLINOIS VILLAGE OF BUFFALO GROVE BENCHMARK INFORMATION SEE SHEET ET FOR 4 DEMO DEMOLITION PLAN LOT 15 CORPORATE GROVE B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 1 REVISED PER VILLAGE OF BUFFALO GROVE 1 05/25/211-2,4-8,10-11,13-15 THE SIGNATURE , SEAL, AND EXPIRATION DATE OF SEAL OF THE ENGINEER THESE PLANS OR ANY PART THEREOF SHALL BE CONSIDERED VOID WITHOUT DATE BRETT M. DUFFY, P.E. ENGINEER EXPIRATION DATE: 04/30/2023 PROFESSIONAL DESIGN FIRM NO.: 184-001157 EXPIRATION DATE: 11/30/2023 ILLINOIS REGISTRATION NO.: 062-053198 06/25/2021 2 N:\Projects\11042\ENG\11042TITLE.dgn Default User=jlewis 8.D.c Packet Pg. 65 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 680 680 xxx.xx W xxx.xx OR ...... W 8" G G T T E E E E T T G G W 8" THIS WORK MAY NOT BE SPECIFICALLY NOTED BUT ARE CONSIDERED A PART OF THIS CONTRACT. ALL TO BE CONSIDERED PART OF THE CONTRACT. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE D. THE CITED STANDARD SPECIFICATIONS, CODES AND PERMITS, WITH THESE CONSTRUCTION PLANS AND DETAILS, ARE AGENCIES, THE MORE STRINGENT SHALL GOVERN. ACCESSIBILITY AND ANY APPLICABLE LOCAL ORDINANCES. WHEN CONFLICTS EXIST BETWEEN THE GOVERNING C. ALL SIDEWALK AND PUBLIC AREAS MUST BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA, ILLINOIS HANDICAP IN CASE OF CONFLICT, THE MORE RESTRICTIVE PROVISIONS SHALL APPLY. OF THE MUNICIPALITY; EXCEPT AS MODIFIED HEREIN OR BY ANY PUBLIC AGENCY PERMITS ISSUED FOR THIS WORK. WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, PUBLISHED JANUARY 2020, AND IN ACCORDANCE WITH THE CODE B. ALL SANITARY SEWER AND WATERMAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR CASE OF CONFLICT, MUNICIPAL CODE SHALL TAKE PRECEDENCE. IN ACCORDANCE WITH THE LATEST EDITION OF THE CODE OF THE MUNICIPALITY; EXCEPT AS MODIFIED HEREIN. IN ADOPTED APRIL 1, 2016 BY ILLINOIS DEPARTMENT OF TRANSPORTATION AND ALL AMENDMENTS THERETO; AND AND BRIDGE CONSTRUCTION (SSRBC), AND SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS; A. ALL PAVEMENT AND STORM SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR ROAD 1. REFERENCED CODES 2. UTILITY LOCATIONS THAT THE CONFLICT MAY BE RESOLVED. CONFLICT WITH LOCATIONS OF THE NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER SO DUE TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH DETERMINING THE EXACT LOCATION IN THE FIELD OF THESE UTILITY LINES AND THEIR PROTECTION FROM DAMAGE ARE SHOWN ON THE PLANS ACCORDING TO AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR C. EASEMENTS FOR THE EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLIC RIGHTS-OF-WAY TO STARTING ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND THE MUNICIPALITY TWENTY-FOUR (24) HOURS PRIOR PLAN. THE CONTRACTOR SHALL CALL J.U.L.I.E. AT 800-892-0123 AND THE MUNICIPALITY, FOR UTILITY LOCATIONS. THESE FACILITIES. THE ENGINEER DOES NOT WARRANT THE LOCATION OF ANY EXISTING UTILITIES SHOWN ON THE FIELD PRIOR TO CONSTRUCTION AND SHALL ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITY COMPANIES LOCATE THEIR FACILITIES IN THE INFORMATION, THE AGENCIES LISTED ON THIS SHEET MAY BE CONTACTED. FACILITIES AND THEIR EXACT LOCATIONS, AND TO SAFELY SCHEDULE ALL UTILITY RELOCATIONS. FOR ADDITIONAL HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM OR ESTABLISH THE EXISTENCE OF ALL UTILITY LIMITS FOR THIS PROJECT. DATA FROM THESE AGENCIES HAS BEEN INCORPORATED INTO THE PLANS. IT IS, A. THE UTILITY COMPANIES HAVE BEEN CONTACTED IN REFERENCE TO UTILITIES THEY OWN AND OPERATE WITHIN THE OPERATION. NOTED, SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR TEN (10) DAYS PRIOR TO THE START OF ANY SUCH MONTH PRIOR TO START OF CONSTRUCTION IN ITS UTILITY AREAS. ALL OTHER AGENCIES, UNLESS OTHERWISE THE START OF ANY OPERATION REQUIRING COOPERATION WITH OTHERS. AT&T SHALL BE CONTACTED ONE C. THE OWNER AND THE ENGINEER SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO DIRECTED BY THE OWNER. WITH UTILITY RELOCATION WORK, AND SHALL PREPARE REVISED SCHEDULE(S) IN COMPLIANCE THEREWITH AS CONTRACTOR SHALL BE REQUIRED TO ADJUST THE ORDER OF ITS WORK FROM TIME TO TIME, TO COORDINATE SAME SHOULD REFLECT CONSTRUCTION SEQUENCING WHICH COORDINATES WITH ALL UTILITY RELOCATION WORK. THE CONSTRUCTION OPERATIONS DO NOT INTERFERE WITH UTILITY FACILITIES AND RELOCATION WORK. THE SCHEDULE PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THAT B. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NATURE AND STATUS OF ALL UTILITY RELOCATION WORK NECESSARY TO SECURE THESE PERMITS. UTILITIES. THE CONTRACTOR, HOWEVER, SHALL FURNISH ALL REQUIRED BONDS AND EVIDENCE OF INSURANCE A. OWNER SHALL OBTAIN EASEMENTS AND PERMITS NECESSARY TO FACILITATE CONSTRUCTION OF THE PROPOSED 3. UTILITY COORDINATION SPECIFICATIONS, THE DECISION OF THE ENGINEER SHALL BE FINAL AND CONCLUSIVE. DOUBT OR QUESTIONS ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM THE ENGINEER PRIOR TO PROCEEDING FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, SPECIFICATIONS AND/OR MUST IMMEDIATELY REPORT SAME TO ENGINEER BEFORE DOING ANY WORK, OTHERWISE THE CONTRACTOR ASSUMES LINE AND GRADE STAKES. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IN ADDITION, THE CONTRACTOR MUST VERIFY THE ENGINEER'S COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE 4. NO PLAN SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "FOR CONSTRUCTION". PRIOR TO 5. ALL PROPOSED ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS, UNLESS OTHERWISE SPECIFIED. WORK. THE UNDERWRITER SHALL BE ACCEPTABLE TO THE MUNICIPALITY OR OWNER, AS APPROPRIATE. FURNISH A LABOR, MATERIAL AND PERFORMANCE BOND IN THE AMOUNT REQUIRED GUARANTEEING COMPLETION OF THE 6. UPON AWARDING OF THE CONTRACT, AND WHEN REQUIRED BY THE MUNICIPALITY OR OWNER, THE CONTRACTOR SHALL REPORT, THE RESULTS WILL BE AVAILABLE FROM THE OWNER UPON WRITTEN REQUEST. DETERMINE SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED WORK. HOWEVER, IF THE OWNER HAS A SOILS 7. THE CONTRACTORS SHALL PLAN THEIR WORK BASED ON THEIR OWN BORINGS, EXPLORATIONS AND OBSERVATIONS TO 8. CONTRACTOR SHALL VIDEO TAPE WORK AREA PRIOR TO CONSTRUCTION FOR THE PURPOSE OF DOCUMENTING EXISTING CONDITIONS. 9. COMMENCING CONSTRUCTION BORNE BY CONTRACTOR. TESTING) UNTIL TESTING AGENCY CAN SCHEDULE TESTING OPERATIONS. COST OF SUSPENSION OF WORK TO BE UNABLE TO VISIT SITE AND PERFORM TESTING WILL CAUSE CONTRACTOR TO SUSPEND OPERATION (PERTAINING TO B. FAILURE OF CONTRACTOR TO ALLOW PROPER NOTIFICATION TIME WHICH RESULTS IN TESTING COMPANIES TO BE EXPENSE OF THE CONTRACTOR. THE TESTING AGENCY SHALL MEET THE APPROVAL OF THE OWNER. OWNER'S, SUFFICIENTLY IN ADVANCE OF CONSTRUCTION. ALL MATERIAL TESTING SHALL BE THE RESPONSIBILITY AND ADDITION, THE CONTRACTOR SHALL NOTIFY AS NECESSARY, ALL TESTING AGENCIES, EITHER MUNICIPALITY'S OR THE AGENCIES IN WRITING AT LEAST THREE FULL WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN A. THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR HIS REPRESENTATIVE AND THE AFFECTED GOVERNMENTAL ACCESS BE DENIED TO ADJACENT PROPERTIES. 10. ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL TIMES FOR ALL TYPES OF TRAFFIC. AT NO TIME SHALL AT CONTRACTOR'S COST. DESTROYED OR DISTURBED BY THE CONTRACTOR PRIOR TO THEIR USE SHALL BE RESET BY THE DEVELOPER'S ENGINEER 11. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED. ANY STAKES TO BE RESET, SHALL BE DELIVERED TO THE RESPECTIVE OWNERS. REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE SATISFACTION OF THE OWNER. ANY SIGNS NOT REQUIRED THE ENGINEERING PLANS OR AS DIRECTED BY THE DEVELOPER. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED OR NOT NOTED FOR DISPOSAL SHALL BE REMOVED AND RESET BY THE CONTRACTOR AT HIS OWN EXPENSE AS SHOWN ON 12. ANY EXISTING SIGNS, LIGHT STANDARDS AND UTILITY POLES WHICH INTERFERE WITH CONSTRUCTION OPERATIONS AND ANY PERMIT REQUIRED FOR SUCH DISPOSAL. CULVERTS, ETC. SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR AT HIS OWN EXPENSE. HE IS RESPONSIBLE FOR 13. REMOVAL OF SPECIFIED ITEMS, INCLUDING BUT NOT LIMITED TO, PAVEMENT, SIDEWALK, CURB, CURB AND GUTTER, CONSIDERED AS INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. DEVELOPER OR MUNICIPAL ENGINEER UPON COMPLETION OF THE PROJECT. THE COST OF THIS WORK SHALL BE TILE OR DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE CONTRACTOR AND TURNED OVER TO THE ENGINEER, SEWER SYSTEM OR SHALL BE RESTORED TO PROPER OPERATING CONDITION. A RECORD OF THE LOCATION OF ALL FIELD 14. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE JOB. BY THE ENGINEER OR OWNER. BURNING ON THE SITE IS NOT PERMITTED. ACQUIRING ANY AND ALL PERMITS NECESSARY FOR THE HAULING AND DISPOSAL REQUIRED FOR CLEAN-UP AS DIRECTED PROJECT COMMENCEMENT AT NO ADDITIONAL EXPENSE TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GREASE RESIDUE, MACHINERY, TOOLS AND OTHER MISCELLANEOUS ITEMS WHICH WERE NOT PRESENT PRIOR TO 16. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL CONSTRUCTION DEBRIS, EXCESS MATERIALS, TRASH, OIL AND WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNLESS SPECIFICALLY NOTED ON THE PLANS. REMOVED DURING CONSTRUCTION SHALL BE PROMPTLY RESTORED TO THEIR RESPECTIVE ORIGINAL CONDITION. THIS 17. ALL EXISTING UTILITIES OR IMPROVEMENTS, INCLUDING WALKS, CURBS, PAVEMENT AND PARKWAYS DAMAGED OR UNDER THE PROVISIONS OF (SSRBC) ARTICLE 201.05. 18. TREES NOT MARKED FOR REMOVAL SHALL BE CONSIDERED AS DESIGNATED TO BE SAVED AND SHALL BE PROTECTED APPROVAL AND SHALL BE UNDERTAKEN IN A TIMELY FASHION SO AS NOT TO INTERFERE WITH CONSTRUCTION. 19. LIMB PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT MEETING THE OWNER'S CONTRACTOR AT HIS OWN EXPENSE OFF-SITE. 20. ALL LIMBS, BRANCHES, AND OTHER DEBRIS RESULTING FROM THIS WORK SHALL BE DISPOSED OF OFF-SITE BY THE SHALL BE PAINTED WITH AN APPROVED TREE PAINT. 21. ALL CUTS OVER 1" IN DIAMETER SHALL BE MADE FLUSH WITH THE NEXT LARGE BRANCH. WOUNDS OVER 1" IN DIAMETER 22. GENERAL EXCAVATION/UNDERGROUND NOTES CONTINUING WORK. D. IMMEDIATELY REPORT CONDITIONS THAT MAY CAUSE UNSOUND BEARING TO THE OWNER/DEVELOPER BEFORE TEMPORARY DRAINAGE DITCHES. OTHER DIVERSIONS OUTSIDE EXCAVATION LIMITS FOR EACH STRUCTURE. DO NOT USE TRENCH EXCAVATIONS AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PROVIDE AND MAINTAIN TEMPORARY DRAINAGE DITCHES AND EXCAVATIONS. CONVEY WATER REMOVED FROM EXCAVATIONS AND RAINWATER TO COLLECTING OR RUN-OFF AREAS AND DISCHARGE LINES AND OTHER DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY WATER AWAY FROM DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. PROVIDE AND MAINTAIN PUMPS, SUMPS, SUCTION WATER TO PREVENT SOFTENING OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES C. PREVENT SURFACE WATER AND SUBSURFACE OR GROUNDWATER FROM FLOWING INTO EXCAVATIONS. REMOVE PROGRESSES IN ACCORDANCE WITH OSHA AND GOVERNING AUTHORITY. REGARDLESS OF TIME PERIOD EXCAVATIONS WILL BE OPEN. CARRY DOWN SHORING AND BRACING AS EXCAVATION TO COMPLY WITH CODES AND AUTHORITIES HAVING JURISDICTION. MAINTAIN SHORING AND BRACING IN EXCAVATIONS BRACES, IN GOOD SERVICEABLE CONDITION. PROVIDE MINIMUM REQUIREMENTS FOR TRENCH SHORING AND BRACING B. PROVIDE MATERIALS FOR SHORING AND BRACING, SUCH AS SHEET PILING, UPRIGHTS, STRINGERS AND CROSS BACKFILLING. EXCAVATED. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF WHERE SLOPING IS NOT POSSIBLE EITHER BECAUSE OF SPACE RESTRICTIONS OR STABILITY OF MATERIAL A. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH CODES AND ORDINANCES HAVING JURISDICTION. SHORE AND BRACE 23. FINAL ACCEPTANCE STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS. D. AT THE CLOSE OF EACH WORKING DAY AND AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL DRAINAGE AND PRIOR TO PLACING ANY CONCRETE AFTER FORMS HAVE BEEN SET. PROCEED MUST BE OBTAINED FROM THE MUNICIPALITY PRIOR TO INSTALLING PAVEMENT BASE, BINDER, SURFACE, C. NO UNDERGROUND WORK SHALL BE COVERED UNTIL IT HAS BEEN APPROVED BY THE MUNICIPALITY. APPROVAL TO ACCEPTED. REPRESENTATIVE. FINAL PAYMENT WILL BE MADE AFTER ALL THE CONTRACTOR'S WORK HAS BEEN APPROVED AND B. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED BY THE OWNER OR HIS OF THE COST OF IMPROVEMENTS. THAT PERIOD. THIS GUARANTEE SHALL BE PROVIDED IN THE FORM OF MAINTENANCE BOND IN THE AMOUNT OF 10% SHALL BE HELD RESPONSIBLE FOR ALL DEFECTS IN MATERIALS AND WORKMANSHIP OF WHATEVER NATURE DURING A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF FINAL ACCEPTANCE OF THE PROJECT AND THE CONTRACTOR A. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR AND HIS SURETY FOR 24. UNDERGROUND NOTES BEFORE STARTING WORK. NOTIFY OWNER OF ANY DISCREPANCIES. J. THE CONTRACTOR SHALL VERIFY THE SIZE AND INVERT ELEVATION OF ALL CONNECTIONS TO AVOID ANY CONFLICTS CURB. TRENCH SHALL BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL. OWNER. SLEEVES SHALL BE 6" PVC INSTALLED 36" BELOW THE TOP OF CURB AND EXTEND TWO FEET OUTSIDE THE I. SLEEVES FOR UTILITY (COMED, TELEPHONE, ETC.) STREET CROSSING, SHALL BE INSTALLED WHERE DIRECTED BY THE MAY VARY FROM PLAN GRADE.) OF THE PROJECT. (FINAL GRADES TO BE DETERMINED BY THE MUNICIPALITY AT THE TIME OF FINAL INSPECTION AND CONTRACTOR FROM ANY ADDITIONAL ADJUSTMENTS AS REQUIRED BY THE MUNICIPALITY UPON FINAL INSPECTION IS TO BE CONSIDERED INCIDENTAL. THESE ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE FINAL FINISH GRADE. THIS ADJUSTMENT IS TO BE MADE BY THE SEWER AND WATER CONTRACTOR AND THE COST H. ALL TOP OF FRAMES FOR STORM AND SANITARY SEWERS AND VALVE VAULT COVERS ARE TO BE ADJUSTED TO MEET OR FROM LEAKS IN THE WATER DISTRIBUTION SYSTEM, WILL BE REPAIRED BY THE CONTRACTOR AT HIS COST. SUBGRADE OR LOT GRADING DUE TO EXCESSIVE WATER SATURATION AND/OR EROSION FROM HYDRANT FLUSHING, USED TO DIRECT THE WATER INTO LOT AREAS OR THE STORM SEWER SYSTEM (IF AVAILABLE). DAMAGE TO THE ROAD G. HYDRANTS SHALL NOT BE FLUSHED DIRECTLY ON THE ROAD SUBGRADES. WHENEVER POSSIBLE, HOSES SHALL BE OF SILTATION WHICH NORMALLY WOULD ENTER THE STORM SEWER SYSTEM. AT REAR YARD INLET LOCATIONS, AND AT OTHER LOCATIONS SELECTED BY THE ENGINEER, TO MINIMIZE THE AMOUNT F. AFTER THE STORM SEWER SYSTEM HAS BEEN CONSTRUCTED, THE CONTRACTOR SHALL PLACE EROSION CONTROL WATERMAIN - BLUE, STORM - GREEN. EXTEND 4' ABOVE THE GROUND. THE TOP 12" OF SAID POST SHALL BE PAINTED AS FOLLOWS: SANITARY - RED, STORM SERVICE, SANITARY AND STORM MANHOLES, CATCH BASINS, INLETS AND WATER VAULTS. THE POST SHALL E. THE CONTRACTOR SHALL INSTALL A 4" X 4" X 8' (NOMINAL) POST AT THE TERMINUS OF THE SANITARY, WATER AND PIPE. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS ITEM. SHALL BE CONSIDERED INCIDENTAL TO THIS CONTRACT AND SHALL BE INCLUDED IN THE UNIT PRICE OF THE (SSRBC) SPECIFICATIONS. JETTING WITH WATER SHALL NOT BE PERMITTED. THE COST OF SUCH CONSTRUCTION MATERIAL MEETING IDOT CA-6 GRADATION. THE TRENCH BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH FROM SUBGRADE ELEVATION TO TOP OF PIPE. THE TRENCH BACKFILL SHALL CONSIST OF GRANULAR EXISTING PAVEMENTS, UTILITIES, DRIVEWAYS, AND SIDEWALKS AND EXTENDING A DISTANCE EQUAL TO A 1:1 SLOPE D. TRENCH BACKFILL WILL BE REQUIRED FOR THE FULL TRENCH DEPTH WITHIN TWO (2) FEET OF PROPOSED OR BOTTOM OF THE PIPE. THE BOTTOM OF THE PIPE AND BACKFILL WITH COMPACTED CRUSHED STONE, PROPERLY FORMED TO FIT THE SHALL (UPON APPROVAL OF THE OWNER AND/OR ENGINEER) OVER-EXCAVATE TO A DEPTH OF ONE (1) FOOT BELOW COMPRESSIVE STRENGTH LESS THAN 0.5 TSF ARE ENCOUNTERED IN SEWER CONSTRUCTION, THE CONTRACTOR UNLESS THERE IS A SPECIFIC LINE ITEM FOR DEWATERING. IN THE EVENT THAT SOFT MATERIALS WITH UNCONFINED REQUIRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE CONSIDERED EXTRA WORK C. ANY DEWATERING OF SEWER AND WATER TRENCHES AS WELL AS TEMPORARY SHEETING OR BRACING THAT MAY BE SYSTEMS CONSTRUCTED AS PART OF THIS PROJECT. MAINTAINED BY THE CONTRACTOR AT HIS EXPENSE. NO PAYMENT WILL BE MADE FOR CLEANING STRUCTURES OR DEBRIS AND DIRT. DRAINAGE STRUCTURES AND SYSTEMS CONSTRUCTED AS PART OF THIS PROJECT SHALL BE FOOT FOR SYSTEMS WHICH SHALL BE PAYMENT IN FULL FOR CLEANING, PATCHING, REMOVAL AND DISPOSAL OF SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR STRUCTURES AND CONTRACT UNIT PRICE PER LINEAL SHALL BE CLEANED OF DEBRIS AND PATCHED AS NECESSARY TO ASSURE INTEGRITY OF THE STRUCTURE. THIS WORK B. WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, EXISTING DRAINAGE STRUCTURES AND SYSTEMS INCIDENTAL TO THE COST OF THE CONTRACT. ACCESSORIES NECESSARY TO COMPLETE THE WORK MAY NOT BE SPECIFIED, BUT SHALL BE CONSIDERED AS OF TRENCHES AND COMPACTION AND TESTING AS SHOWN ON THE CONSTRUCTION PLANS. FITTINGS AND A. UNDERGROUND WORK SHALL INCLUDE TRENCHING, INSTALLATION OF PIPE, CASTINGS, STRUCTURES, BACKFILLING CONTRACTOR PROVIDES SAFE ACCESS. CONDITIONS, THE INSPECTOR CAN ORDER CESSATION OF THE WORK SO AFFECTED UNTIL SUCH TIME AS FEDERAL, STATE AND LOCAL. IF ACCESS IS NOT SAFE AND INSPECTIONS CANNOT BE MADE UNDER SAFE CONDITIONS COMPLYING WITH ALL PROVISIONS OF ALL APPLICABLE AND RECOGNIZED SAFETY STANDARDS, MUST AT ALL TIMES MAINTAIN A SAFE ACCESS TO THE WORK FOR INSPECTORS. "SAFE" : MEANING ON ACCOUNT OF ACTIONS TAKEN OR NOT TAKEN IN THE COURSE OF THEIR WORK. THE CONTRACTOR SPECIFICATIONS. THERE SHALL BE NO PERSONAL LIABILITY UPON ANY OFFICIAL OR EMPLOYEE OF THE MUNICIPALITY THE PROJECT SITE TO MONITOR THE QUALITY OF THE WORK AND ASSURE ITS CONFORMITY WITH THE PLANS AND ITS OFFICIALS AND EMPLOYEES ARE TO BE PROVIDED SAFE ACCESS TO ALL PHASES OF ALL WORK PERFORMED ON EMPLOYEES ARE AGENTS OF OR REPRESENTATIVES OF THE OWNER. NONE-THE-LESS, THE MUNICIPALITY, 25. IT SHALL BE UNDERSTOOD THAT NEITHER THE MUNICIPALITY, ITS OFFICIALS, CONSULTANTS, NOR ITS GR = GRADE RING (HYDRANT) FH = FIRE HYDRANT E = END SECTION VV = VALVE VAULT LP = LIGHT POLE CB = CATCH BASIN S = SANITARY MANHOLE M = STORM MANHOLE OP = OUTLET OF PIPE BW = BOTTOM OF RETAINING WALL TW = TOP OF RETAINING WALL TD = TOP OF DEPRESSED CURB TC = TOP OF CURB GF = GARAGE FLOOR TF = TOP OF FOUNDATION I = INVERT OR INLET PLO = PARTIAL LOOK OUT LO = LOOK OUT STM = STORM SEWER SAN = SANITARY SEWER WM = WATERMAIN B/P = BOTTOM OF PIPE T/P = TOP OF PIPE ABBREVIATIONS GENERAL NOTES PERMITS EXISTING DESCRIPTION PROPOSED LEGEND DATE ISSUEDDESCRIPTIONPERMIT NO.LOG NO. T Y P I C A L S E C T I O N S A N D G E N E R A L N O T E S 2 PROPOSED TREE TO REMOVE TREE, FIR TREE, BUSH, & REVERSE PITCH CURB CONCRETE WATER'S EDGE GUARDRAIL DRAINAGE SLOPE OVERLAND FLOW ROUTE SOIL BORING SPOT ELEVATION SIGN CONTROL POINT UTILITY POLE STREET LIGHT FLARED END SECTION VALVE AND VAULT, VALVE PIPE REDUCER PRESSURE CONNECTION FIRE HYDRANT INLET CATCH BASIN STORM MANHOLE SANITARY MANHOLE CONTOUR CENTERLINE SETBACK LINE PROPERTY LINE EASEMENT RIGHT-OF-WAY FENCE ELECTRIC LINE TELEPHONE LINES GAS MAIN PIPE TRENCH BACKFILL WATER MAIN (WITH SIZE) SANITARY TRUNK SEWER SANITARY SEWER STORM SEWER DRAIN TILE GN GN 0 5 / 2 5 / 2 1 1 P E R V I L L A G E O F B U F F A L O G R O V E TBD N/A N/A IEPA NPDES ILR10ZALS IDNR SHPO IDNR ECOCAT USACE LAKE COUNTY SMC IEPA SANITARY 019041221019041221 ILR10ZALS 04/27/2021 05/06/2021 2112544 2112544 LRC-2021-00478 21-444 IEPA WATER N/A N/A LRC-2021-00478 21-444 N/A N/A 05/13/2021 1 2 0 6 / 2 5 / 2 1 R E V I S I O N S P E R O W N E R N.T.S. 5" PORTLAND CEMENT CONCRETE 5" AGGREGATE BASE COURSE, TYPE B COMPACTED AND STABLE SUBGRADE TYPICAL SIDEWALK/PEDESTRIAN PATH SECTION 1 N.T.S. 2" AGGREGATE BASE COURSE, TYPE B COMPACTED AND STABLE SUBGRADE 6" DUCTILECRETE 2 06/10/2021 TYPICAL DUCTILCRETE PAVEMENT SECTION N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N:\Projects\11042\ENG\11042GN.dgn Default User=jlewis 8.D.c Packet Pg. 66 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 30" nail 3 643.64TC646.08646.38TC646.10TC646.06646.24TC646.12646.28TC646.09647.00647.15647.02646.88646.66646.80646.63647.31646.93646.29646.30646.21646.15646.05TC646.20646.26646.23646.38646.42646.41646.12646.23TC646.29646.69646.89TC646.33TC646.32647.07TC646.33TC646.84TC647.09646.50TC646.86647.20TC646.76TC646.61647.10TC646.62TC646.43646.84TC646.36TC646.08646.58TC646.07TC645.84646.40TC645.87646.36TC645.93646.47TC645.92646.47647.39647.42646.94640.44640.50bb 164 642.52647.47647.65646.62648.14646.82643.61644.93645.08645.54646.25646.08645.27bb 177 643.63645.74646.62646.84646.48644.52642.11640.41642.08640.45642.25640.42640.46642.30642.80640.31640.38642.32644.70646.32646.18646.59644.64642.20640.48640.41642.29644.76646.92646.43644.84el wl5nw 213 642.30641.86640.39644.61646.43645.81645.28644.19642.76642.55642.06642.16642.01640.48640.41640.34640.48640.47644.47645.55642.01640.43644.10646.00646.88646.80644.84641.84640.38640.33641.94643.91646.40640.64641.67644.77646.06646.09645.31644.73644.20645.51646.91648.56648.41646.83647.12648.13647.92646.95646.94647.59647.01646.69647.44648.19648.02648.52648.76648.61648.50648.93648.89648.86648.96648.72648.62647.65647.92647.04645.30646.28645.89645.94646.28646.82646.72647.53647.78647.76647.64646.59646.62645.60645.57640.42tr10 325 645.48TC648.45648.02TC648.51648.12648.15TC648.54TC648.11TC647.48TC646.85646.45646.46647.26TC647.98TC647.59TC647.09TC646.66TC646.49646.05TC646.58TC646.80TC646.82TC646.76TC646.71646.61646.43645.92646.00645.92645.75640.31645.11645.63TC646.30645.89645.90646.42646.40646.07646.33646.08645.78TC646.63645.46645.28640.42640.38645.35645.57TC646.39TC646.36645.55TC646.43TC646.62TC646.64TC646.19646.52646.55646.34646.08646.04646.02646.41646.32646.12TC646.60TC646.71FL646.22TC646.74TC646.83TC646.92TC646.77646.70647.03647.05647.31647.28647.17647.11647.50647.89647.80648.47648.15647.32647.14646.79646.44646.99646.84647.51647.89647.12647.31647.85649.78649.45646.84646.11646.14647.38647.52646.88648.14648.32648.47648.47648.47648.27648.15648.63648.87648.32648.43648.09TC646.46TC646.70645.44645.21644.71638.69645.99646.02645.86645.54TC645.70644.66644.39643.98643.90643.80643.59643.71643.63643.48643.29643.46643.67638.73643.20643.10643.46643.31642.89642.86642.89641.99642.04641.92638.75TC645.94646.02646.54TC646.22TC646.93TC647.30647.36TC647.36TC647.50646.53TC647.04TC646.99TC646.95646.36646.34639.97639.84638.66640.20639.93638.77641.87646.28647.13643.68640.08639.86638.79647.72646.12642.91643.45641.38645.52647.89648.16648.80645.15643.28647.34644.34646.06643.18643.83643.68644.56nail 725 648.62643.32640.25640.19640.17643.91644.36643.97640.06640.18640.46640.33641.28638.63640.60638.78640.87639.89638.67639.86640.95640.14640.00638.77640.61640.03639.90638.68638.68639.80639.93640.47640.58639.91639.66638.70638.74639.71639.98643.48644.00640.81640.19639.99638.78638.55640.14640.25644.1836" 10"X3 16" 20" 30" 30" 10" 9"x3 12" 14" STORM STRUCTURE RIM 645.66 INV 10" N 641.41 INV 15" N 640.11 INV E+W+S 639.96 STORM STRUCTURE T/C 645.74 FL 645.46 INV 641.66 STORM STRUCTURE T/C 645.64 FL 645.27 INV 640.52 SANITARY STRUCTURE RIM 646.30 INV 636.24 STORM STRUCTURE RIM 645.50 INV 12" 641.90 INV 6" PVC 642.37 STORM STRUCTURE RIM 645.51 INV 12" 640.56 INV 6" PVC 640.86 STORM STRUCTURE RIM 645.47 INV 12" 641.82 INV 6"PVC N 642.57 INV 6" PVC S 642.42 STORM STRUCTURE RIM 645.52 INV 12" 640.35 INV 6" PVC 640.65 STORM STRUCTURE RIM 645.33 INV 12" 641.91 INV 6" PVC 642.21 STORM STRUCTURE RIM 645.44 INV 12" 640.24 INV 6" PVC N 640.50 INV 6" PVC S 640.60 521.84 3 1 2 .9 9 SANITARY STRUCTURE RIM 646.04 INV 636.67 SANITARY STRUCTURE RIM 646.53 INV 632.69 STORM GRATE RIM 645.56 STORM GRATE RIM 645.57 STORM GRATE RIM 645.52 STORM GRATE RIM 645.56 INV 18" RCP 638.70 INV BOX CULVERT 638.50 CONCRETE BOX CULVERT UNDER ROAD inv 804 638.50 SANITARY STRUCTURE RIM 644.49 INV 632.52 36"RCP IN HEADWALL. INV 640.03 INV PARTIALLY COLLAPSED 12" FES 638.23 INV EXPOSED 12" RCP 639.52 INV PARTIALLY COLLAPSED 12" FES 638.11 INV EXPOSED 12" RCP 639.64 INV PARTIALLY COLLAPSED 12" FES 638.11 INV EXPOSED 12" RCP 639.71 1 5 " R C P 1 5 " R C P 10" RCP36" RCP 3 6 " R C P 18" RCP 18" RCP 12" SANITARY L A R G E DI A M E T E R S A NI T A R Y M AI N 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 4 2 3. 5 9 BENCHMARK NORTHEAST BONNET BOLT OF HYDRANT ELEVATION = 648.36 NAVD88 (REC ARC 325.67 RAD 2166.94) (REC CHORD 325.37 ) LOT 15 "NO BUILDING OBSERVED" LOT 16 LOT 14 2 0 F O O T S A NI T A R Y S E W E R E A S E M E N T ( D O C 1 7 8 8 8 8 7) 2 0 F O O T E A S E M E N T F O R M U NI CI P A L U TI LI TI E S A N D S E R VI C E S ( D O C 2 3 0 5 0 5 9) 1 0 F O O T M U NI CI P A L BI K E P A T H E A S E M E N T ( D O C 2 3 0 5 0 5 9) 20 FOOT DRAINAGE EASEMENT(DOC 2305059) PRIVATE WATER DETENTION EASEMENT (DOC 2305059) PRIVATE WATER DETENTION EASEMENT (DOC 2305059) 5 FOOT PUBLIC UTILITY EASEMENT (DOC 2305059) 50 FOOT BUILDING LINE (DOC 2305059) RETENTION POND R E T E N T IO N P O N D R ETE N TI O N P O N D W A T E R E L E V A T IO N O N 7 -4 -2 0 1 8 = 6 4 0 .2 WATER ELEVATION ON 7-4-2018 = 638.7 W A T E R E L E V A TI O N O N 7-4-2018 = 638.7 E D G E O F W A T E R E D G E O F W A T E R EDGE OF WATER EDGE OF WATER EDGE OF W ATER EDGE OF W ATER WATER VALVE RIM 646.86 TWM 640.15 WATER VALVE RIM 646.64 TWM 639.14 UTILITY VAULT UTILITY CABINET UTILITY CABINET ON POST TRANSFORMER UTILITY CABINET FOUND IRON PIPE SET IRON PIPE 15' WESTERLY FOUND IRON PIPE FOUND IRON PIPE BUSCH PARKWAY B A R C L A Y B O U L E V A R D R = 360.46' LOT 3 BARCLAY STATION SUBDIVISION 6 6 6 8 8 10 11 11 12 13 14 15 16 B L A C K T O P P A T H B L A C K T O P P A T H BLACKTOP PATH BLACKTOP PATH 80' ROW W O O D R E T AI NI N G W A L L ARC 325.65 RAD 2166.94 CHORD N83°45'26"E 325.35 RESERVATION OF EASEMENT FOR UTILITIES BETWEEN THE BUILDING LINE AND PROPERTY LINE AS PER DOCUMENT 3800084 17 639 639 639 639 639 639 639 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 640 640 640 640 640 640 640 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 06 4 0 641 641 641 6 4 1 6 4 1 6 4 1 641 641 6 4 1 641 641 641 641 641 641 641 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 642 642 6 4 2 642642 642 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 642 642 643 643643 643 6 4 3 6 4 3 6 4 3 643 6 4 3 643 6 4 3 643 643 6 4 3 6 4 3 6 4 3 6 4 3 6 4 3 643 643 643 643 6 4 3 644 6 4 4 6 4 4 6 4 4 6 4 4 644 644 644 644 644 644 6 44 6 4 4 6 4 4 6 4 4 644644644 6 44 AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) 645 6 4 5 6 4 5 6 4 5 645 645 645 645 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 645 64 5 6 4 5 AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.42AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.48FL645.49FL645.49AeccDbCogoPoint (AeccLand130)FL645.58AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.62FL645.66FL645.66FL645.66FL645.67AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.80FL645.81FL645.85FL645.86FL645.87FL645.88FL645.89FL645.92FL645.93FL645.94FL645.94AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.98AeccDbCogoPoint (AeccLand130)FL645.98646 6 4 6 646 6 4 6 646 646 6 4 6 646 646 6 4 6 646 6 4 6 646 646 646 646 646 6 4 6 646 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 646 646 646 646 646 646 646 646 646 646 646 646 646 646 646 646 6 4 6 6 4 6 6 4 6 AeccDbCogoPoint (AeccLand130)FL646.04AeccDbCogoPoint (AeccLand130)FL646.09AeccDbCogoPoint (AeccLand130)FL646.12FL646.12FL646.15FL646.15FL646.16FL646.17FL646.18FL646.19FL646.21FL646.23FL646.26FL646.26FL646.28FL646.31FL646.32FL646.34FL646.34FL646.35FL646.38FL646.40FL646.46FL646.48FL646.48FL646.50FL646.50FL646.62FL646.64FL646.66FL646.66FL646.82FL646.896 4 7 6 4 7 6 4 7 6 4 7 647 647 6 47 6 4 7 6 4 7 6 4 7 6 4 7 647 647 6 4 7 647 647 647 647 6 4 7 647 647 647 647 647 647 647FL647.01FL647.05FL647.11FL647.56FL647.73648 6 4 8 6 4 8 6 4 8 6 4 8 648 648 648 648648 6486 4 8 6 4 8 6 4 8FL648.02FL648.07649 6 4 9 OH OH FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± 100 YR FPE = 644.75 100 YR FPE = 644.75 100 Y R FP E = 644.75 1 0 0 Y R F P E = 6 4 4. 7 5 1 0 0 Y R F P E = 6 4 4 . 7 5 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 ET ET E X I S T I N G C O N D I T I O N S 3 W W G G T T E E CATV FO FO E T T E C W G U B STORM SEWER SANITARY SEWER COMBINED SEWER WATER MAIN GAS MAIN UNDERGROUND TELEPHONE LINE UNDERGROUND ELECTRIC LINE UNDERGROUND CATV LINE OVERHEAD WIRE(S) ON UTILITY POLES FIBER OPTIC LINE RAILROAD FENCE GUARDRAIL EDGE OF WATER WETLAND LIMITS SANITARY MANHOLE STORM MANHOLE CATCH BASIN INLET FLARED END SECTION ELECTRIC MANHOLE TELEPHONE MANHOLE TELEPHONE UPRIGHT ELECTRIC UPRIGHT CABLE TV UPRIGHT FIRE HYDRANT VALVE AND VAULT WATER VALVE B BOX AUXILARY VALVE WELL GAS VALVE HAND HOLE STREET LIGHT UTILITY POLE TRAFFIC SIGNAL TRAFFIC SIGNAL BOX SPRINKLER HEAD BOLLARD MAILBOX SIGN UNIDENTIFIED MANHOLE CONTOUR SPOT ELEVATION RIGHT-OF-WAY MONUMENT DISC IRON / STEEL ROD IRON PIPE CUT CROSS PK / MAG NAIL RAILROAD SPIKE SOIL BORING TREE WITH SIZE FIR TREE WITH SIZE BUSH ASPHALT CONCRETE GRAVEL LAST DATE OF FIELD WORK: DIRECTION IS SHOWN. EXISTING PLANS INDICATE OTHERWISE, IN WHICH CASE THE EXISTING PLAN FLOW PIPE FLOW DIRECTIONS, IF SHOWN, ARE BASED ON FIELD INVERT ELEVATIONS UNLESS ACCURATE. FOR MORE ACCURATE LOCATION, FIELD EXCAVATE. LOCATIONS ARE APPROXIMATE AND SUSPECTED AND MAY NOT BE COMPLETELY THE SURFACE AND/OR FROM UTILITY COMPANY FIELD STAKES AND, THEREFORE, THEIR UNDERGROUND UTILITIES ARE SHOWN BY USING PHYSICAL EVIDENCE FOUND ON NOTE: 12" 12" 680 999.99 LEGEND SCALE 1" = 30' 0 30 60 N BOUNDARY FLOODWAY EXISTING BOUNDARY WETLAND EXISTING BUFFER WETLAND 50' EXISTING N:\Projects\11042\ENG\11042ET.dgn Default User=jlewis 8.D.c Packet Pg. 67 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 30" nail 3 643.64TC646.08646.38TC646.10646.24TC646.12646.28646.05TC646.20646.26646.23TC646.29646.69646.89TC646.33TC646.32647.07TC646.33TC646.84647.20TC646.76TC646.61647.10TC646.62TC646.43646.84TC646.36TC646.08646.58TC646.07TC645.84646.40TC645.87646.36TC645.93646.47TC645.92646.47647.39647.42646.94640.44640.50bb 164 642.52647.47647.65646.62648.14646.82643.61644.93645.08645.54646.25646.08645.27bb 177 643.63645.74646.62646.84646.48644.52642.11640.41642.08640.45642.25640.42640.46642.30642.80640.31640.38642.32644.70646.32646.18646.59644.64642.20640.48640.41642.29644.76646.92646.43644.84el wl5nw 213 642.30641.86640.39644.61646.43645.81645.28644.19642.76642.55642.06642.16642.01640.48640.41640.34640.48640.47644.47645.55642.01640.43644.10646.00646.88646.80644.84641.84640.38640.33641.94643.91646.40640.64641.67644.77646.06646.09645.31644.73644.20645.51646.91648.56648.41646.83647.12648.13647.92646.95646.94647.59647.01646.69647.44648.19648.02648.52648.76648.61648.50648.93648.89648.86648.96648.72648.62647.65647.92647.04645.30646.28645.89645.94646.28646.82646.72647.53647.78647.76647.64646.59646.62645.60645.57640.42tr10 325 645.48TC648.45648.02TC648.51648.12648.15TC648.54TC648.11TC647.48TC646.85646.45646.46647.26TC647.98TC647.59TC647.09TC646.66TC646.49646.05TC646.58TC646.80TC646.82TC646.76TC646.71646.61646.43645.92646.00645.92645.75640.31645.11645.63TC646.30645.89645.90646.42646.40646.07646.33646.08645.78TC646.63645.46645.28640.42640.38645.35645.57TC646.39TC646.36645.55TC646.43TC646.62TC646.64TC646.19646.52646.55646.34646.08646.04646.02646.41646.32646.12TC646.60TC646.71FL646.22TC646.74TC646.83TC646.92TC646.77646.70647.03647.05647.31647.28647.17647.11647.50647.89647.80648.47648.15647.32647.14646.79646.44646.99646.84647.51647.89647.12647.31647.85649.78649.45646.84646.11646.14647.38647.52646.88648.14648.32648.47648.47648.47648.27648.15648.63648.87648.32648.43648.09TC646.46TC646.70645.44645.21644.71638.69645.99646.02645.86645.54TC645.70644.66644.39643.98643.90643.80643.59643.71643.63643.48643.29643.46643.67638.73643.20643.10643.46643.31642.89642.86642.89641.99642.04641.92638.75TC645.94646.02646.54TC646.22TC646.93TC647.30647.36TC647.36TC647.50646.53TC647.04TC646.99TC646.95646.36646.34639.97639.84640.20639.93638.77641.87646.28647.13643.68640.08639.86638.79647.72646.12642.91643.45641.38645.52647.89648.16648.80645.15643.28647.34644.34646.06643.18643.83643.68644.56nail 725 648.62643.32640.25640.19640.17643.91644.36643.97640.06640.18640.46640.33641.28638.63639.86640.95640.14640.00638.77640.61640.03639.90638.68638.68639.80639.93640.47640.58639.91639.66638.70638.74639.71639.98643.48644.00640.81640.19639.99638.78638.55640.14640.25644.1836" 10"X3 16" 20" 30" 30" 10" 9"x3 12" 14" STORM STRUCTURE RIM 645.66 INV 10" N 641.41 INV 15" N 640.11 INV E+W+S 639.96 STORM STRUCTURE T/C 645.74 FL 645.46 INV 641.66 STORM STRUCTURE T/C 645.64 FL 645.27 INV 640.52 SANITARY STRUCTURE RIM 646.30 INV 636.24 STORM STRUCTURE RIM 645.50 INV 12" 641.90 INV 6" PVC 642.37 STORM STRUCTURE RIM 645.51 INV 12" 640.56 INV 6" PVC 640.86 STORM STRUCTURE RIM 645.47 INV 12" 641.82 INV 6"PVC N 642.57 INV 6" PVC S 642.42 STORM STRUCTURE RIM 645.52 INV 12" 640.35 INV 6" PVC 640.65 STORM STRUCTURE RIM 645.33 INV 12" 641.91 INV 6" PVC 642.21 STORM STRUCTURE RIM 645.44 INV 12" 640.24 INV 6" PVC N 640.50 INV 6" PVC S 640.60 521.84 3 1 2 .9 9 SANITARY STRUCTURE RIM 646.04 INV 636.67 SANITARY STRUCTURE RIM 646.53 INV 632.69 RIM 645.56 STORM GRATE RIM 645.57 STORM GRATE RIM 645.52 STORM GRATE RIM 645.56 INV 18" RCP 638.70 INV BOX CULVERT 638.50 inv 804 638.50 36"RCP IN HEADWALL. INV 640.03 INV PARTIALLY COLLAPSED 12" FES 638.23 INV EXPOSED 12" RCP 639.52 INV PARTIALLY COLLAPSED 12" FES 638.11 INV EXPOSED 12" RCP 639.64 1 5 " R C P 1 5 " R C P 10" RCP36" RCP 3 6 " R C P 18" RCP 18" RCP 12" SANITARY L A R G E DI A M E T E R S A NI T A R Y M AI N 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 4 2 3. 5 9 (REC ARC 325.67 RAD 2166.94) (REC CHORD 325.37 ) LOT 15 "NO BUILDING OBSERVED" LOT 16 LOT 14 2 0 F O O T S A NI T A R Y S E W E R E A S E M E N T ( D O C 1 7 8 8 8 8 7) 2 0 F O O T E A S E M E N T F O R M U NI CI P A L U TI LI TI E S A N D S E R VI C E S ( D O C 2 3 0 5 0 5 9) 1 0 F O O T M U NI CI P A L BI K E P A T H E A S E M E N T ( D O C 2 3 0 5 0 5 9) 20 FOOT DRAINAGE EASEMENT(DOC 2305059) PRIVATE WATER DETENTION EASEMENT (DOC 2305059) PRIVATE WATER DETENTION EASEMENT (DOC 2305059) 5 FOOT PUBLIC UTILITY EASEMENT (DOC 2305059) 50 FOOT BUILDING LINE (DOC 2305059) R E T E N T IO N P O N D R ETE N TI O N P O N D W A T E R E L E V A T IO N O N 7 -4 -2 0 1 8 = 6 4 0 .2 W A T E R E L E V A TI O N O N 7-4-2018 = 638.7 E D G E O F W A T E R E D G E O F W A T E R EDGE OF WATER EDGE OF W ATER EDGE OF W ATER UTILITY CABINET UTILITY CABINET ON POST TRANSFORMER UTILITY CABINET FOUND IRON PIPE SET IRON PIPE 15' WESTERLY FOUND IRON PIPE FOUND IRON PIPE BUSCH PARKWAY R = 360.46' LOT 3 BARCLAY STATION SUBDIVISION 6 6 6 8 8 10 11 11 12 13 14 15 16 B L A C K T O P P A T H B L A C K T O P P A T H BLACKTOP BLACKTOP PATH 80' ROW W O O D R E T AI NI N G W A L L RESERVATION OF EASEMENT FOR UTILITIES BETWEEN THE BUILDING LINE AND PROPERTY LINE AS PER DOCUMENT 3800084 17 639 639 639 639 639 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 640 640 640 640 640 640 640 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 06 4 0 641 641 641 6 4 1 6 4 1 6 4 1 641 641 6 4 1 641 641 641 641 641 641 641 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 642 642 6 4 2 642642 64 2 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 642 642 643 643643 643 6 4 3 6 4 3 6 4 3 643 6 4 3 643 6 4 3 643 643 6 4 3 6 4 3 6 4 3 6 4 3 6 4 3 643 643 643 643 6 4 3 644 6 4 4 6 4 4 6 4 4 6 4 4 644 644 644 644 644 644 6 4 4 6 4 4 6 4 4 6 4 4 644644644 6 4 4 AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) 645 6 4 5 6 4 5 6 4 5 645 645 6 4 5 645 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 645 6 4 5 6 4 5 AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.42AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.48FL645.49FL645.49AeccDbCogoPoint (AeccLand130)FL645.58AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.62FL645.66FL645.66FL645.66FL645.67AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.80FL645.81FL645.85FL645.86FL645.87FL645.88FL645.89FL645.92FL645.93FL645.94FL645.94AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.98AeccDbCogoPoint (AeccLand130)FL645.98646 6 4 6 646 6 4 6 646 646 6 4 6 646 646 6 4 6 6 4 6 6 4 6 646 646 646 646 646 6 4 6 646 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 646 646 646 646 646 646 646 646 646 646 646 646 646 646 646 646 6 4 6 6 4 6 6 4 6 AeccDbCogoPoint (AeccLand130)FL646.04AeccDbCogoPoint (AeccLand130)FL646.09AeccDbCogoPoint (AeccLand130)FL646.12FL646.12FL646.15FL646.15FL646.16FL646.17FL646.18FL646.19FL646.21FL646.23FL646.26FL646.26FL646.28FL646.31FL646.32FL646.34FL646.34FL646.35FL646.40FL646.46FL646.48FL646.48FL646.50FL646.50FL646.62FL646.64FL646.66FL646.82FL646.896 4 7 6 4 7 6 4 7 6 4 7 647 647 6 4 7 6 4 7 6 4 7 6 4 7 6 4 7 647 647 6 4 7 647 647 647 647 6 4 7 647 647 647 647 647FL647.01FL647.05FL647.11FL647.56FL647.73648 6 4 8 6 4 8 6 4 8 6 4 8 648 648 648 648648 6486 4 8 6 4 8 6 4 8FL648.02FL648.07649 6 4 9 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N SCALE 1" = 20' 0 20 40 4 D E M O L I T I O N P L A N DEMO DEMO LEGEND x BARRIER CURB TO BE REMOVED PAVEMENT SAWCUT (FULL DEPTH) CONCRETE PAVEMENT/ASPHALT PAVEMENT UNDERGROUND UTILITY REMOVAL/ABANDON SIGN/UTILITY STRUCTURE/ LIGHTPOLE REMOVAL NOTES: /BIKE PATH REMOVAL x x x x x x TO PREVENT DEBRIS MIGRATION OFF-SITE 5. CONTRACTOR SHALL MAINTAIN BUSCH PARKWAY AS NECESSARY ORIGINAL CONDITION 4. ALL INCIDENTAL DISTURBANCE SHALL BE RESTORED TO ITS NECESSARY, OR IN ACCORDANCE WITH VILLAGE STANDARDS 6" OF TOPSOIL, IDOT SEED, AND EROSION BLANKET AS 3. CONTRACTOR SHALL RESTORE DISTURBED R.O.W. WITH TO REMAIN BY COORDINATING WITH UTILITY PLAN 2. CONTRACTOR SHALL PROTECT ALL UTILITIES THAT ARE BE NOTIFIED OF ANY DISCREPANCIES. AND ASSESSED PRIOR TO DEMOLITION. ENGINEER IS TO 1. ALL EXISTING WET UTILITIES ARE TO BE FIELD VERIFIED WOOD RETAINING WALL REMOVE EXISTING SEE SHEET UT 1 P E R V I L L A G E O F B U F F A L O G R O V E 0 5 / 2 5 / 2 1 1 N:\Projects\11042\ENG\11042DEMO.dgn Default User=jlewis 8.D.c Packet Pg. 68 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) STORM STRUCTURE RIM 645.66 INV 10" N 641.41 INV 15" N 640.11 INV E+W+S 639.96 STORM STRUCTURE T/C 645.74 FL 645.46 INV 641.66 STORM STRUCTURE T/C 645.64 FL 645.27 INV 640.52 SANITARY STRUCTURE RIM 646.30 INV 636.24 STORM STRUCTURE RIM 645.50 INV 12" 641.90 INV 6" PVC 642.37 STORM STRUCTURE RIM 645.51 INV 12" 640.56 INV 6" PVC 640.86 STORM STRUCTURE RIM 645.47 INV 12" 641.82 INV 6"PVC N 642.57 INV 6" PVC S 642.42 STORM STRUCTURE RIM 645.52 INV 12" 640.35 INV 6" PVC 640.65 STORM STRUCTURE RIM 645.33 INV 12" 641.91 INV 6" PVC 642.21 STORM STRUCTURE RIM 645.44 INV 12" 640.24 INV 6" PVC N 640.50 INV 6" PVC S 640.60 521.84 3 1 2 .9 9 SANITARY STRUCTURE RIM 646.04 INV 636.67 SANITARY STRUCTURE RIM 646.53 INV 632.69 RIM 645.56 STORM GRATE RIM 645.57 STORM GRATE RIM 645.52 STORM GRATE RIM 645.56 INV 18" RCP 638.70 INV BOX CULVERT 638.50 inv 804 638.50 36"RCP IN HEADWALL. INV 640.03 INV PARTIALLY COLLAPSED 12" FES 638.23 INV EXPOSED 12" RCP 639.52 INV PARTIALLY COLLAPSED 12" FES 638.11 INV EXPOSED 12" RCP 639.64 INV PARTIALLY COLLAPSED 12" FES 638.11 INV EXPOSED 12" RCP 639.71 1 5 " R C P 1 5 " R C P 10" RCP36" RCP 3 6 " R C P 18" RCP 18" RCP 12" SANITARY L A R G E DI A M E T E R S A NI T A R Y M AI N 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 6 " P V C 4 2 3. 5 9 (REC ARC 325.67 RAD 2166.94) (REC CHORD 325.37 ) LOT 15 LOT 16 LOT 14 2 0 F O O T S A NI T A R Y S E W E R E A S E M E N T ( D O C 1 7 8 8 8 8 7) 2 0 F O O T E A S E M E N T F O R M U NI CI P A L U TI LI TI E S A N D S E R VI C E S ( D O C 2 3 0 5 0 5 9) 1 0 F O O T M U NI CI P A L BI K E P A T H E A S E M E N T ( D O C 2 3 0 5 0 5 9) 20 FOOT DRAINAGE EASEMENT(DOC 2305059) PRIVATE WATER DETENTION EASEMENT (DOC 2305059) PRIVATE WATER DETENTION EASEMENT (DOC 2305059) 5 FOOT PUBLIC UTILITY EASEMENT (DOC 2305059) 50 FOOT BUILDING LINE (DOC 2305059) R E T E N T IO N P O N D R ETE N TI O N P O N D W A T E R E L E V A T IO N O N 7 -4 -2 0 1 8 = 6 4 0 .2 W A T E R E L E V A TI O N O N 7-4-2018 = 638.7 E D G E O F W A T E R E D G E O F W A T E R EDGE OF WATER EDGE OF W ATER EDGE OF W ATER WATER VALVE TWM 640.15 UTILITY CABINET UTILITY CABINET ON POST TRANSFORMER UTILITY CABINET FOUND IRON PIPE SET IRON PIPE 15' WESTERLY FOUND IRON PIPE FOUND IRON PIPE BUSCH PARKWAY B A R C L A Y B O U L E V A R D R = 360.46' LOT 3 BARCLAY STATION SUBDIVISION B L A C K T O P P A T H B L A C K T O P P A T H BLACKTOP BLACKTOP PATH 80' ROW W O O D R E T AI NI N G W A L L RESERVATION OF EASEMENT FOR UTILITIES BETWEEN THE BUILDING LINE AND PROPERTY LINE AS PER DOCUMENT 3800084 EX. POND BOTTOM = 635.00± EX. POND NWL = 641.00± EX. POND HWL = 645.00± REVISED MAY 24, 1984 DATED DECEMBER 23, 1983 BY DONALD MANHARD ASSOCIATES, INC. IMPROVEMENTS FOR THE CORPORATE GROVE" BASED ON THE "PROPOSED SUBDIVISION EXISTING POND G ELEVATIONS 1 0 0 Y R F P E = 6 4 4 . 7 5 100 YR FPE = 644.75 100 YR FPE = 644.75 100 Y R FP E = 644.75 1 0 0 Y R F P E = 6 4 4. 7 5 100 YR FPE = 644.75 100 YR FPE = 644.75 100 YR FPE = 644.75 100 Y R FP E = 644.75 1 0 0 Y R F P E = 6 4 4. 7 5 1 0 0 Y R F P E = 6 4 4 . 7 5 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N SCALE 1" = 20' 0 20 40 GM G E O M E T R I C P L A N 5 GM 2 6 8 . 7 8 ' 5 ' 5' 48.26' 142.06' 30.23' 2 1 2 1 2 INDICATES SIGN MOUNTED ABOVE SIGNNOTE: PARKING RESERVED VAN ACCESSIBLE R7-8 $350 FINE STOP 30" x 30" R1-1 1 SIGN LEGEND: 2 2 2 PROPOSED BUILDING 174' 2 4 8 . 8 8 ' 5 7 . 3 3 ' 5 6 . 4 7 ' 6 2 . 9 6 ' 90.18' 2 4 . 0 7 ' 2 4 ' 207.77' E A S E M E N T 2 0 ' D R A IN A G E SERVICE EASEMENT AND MUNICIPAL UTILITIES 20' SANITARY SEWER EASEMENTBIKE PATH 10' MUNICIPAL FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± IN THE FUTURE AND BE RELOCATED BIKE PATH TO REMAIN EXISTING MUNICIPAL S E T B A C K L I N E 5 0 ' B U I L D I N G E A S E M E N T U T I L I T Y 5 ' P U B L I C 5' STOP BAR 24" WHITE PLANS BY ARCHITECT INTERIOR SEE AND STAIRS ADA LIFT ARCHITECT PLANS BY DECK SEE ELEVATED AND DETAILS FOR SPECIFICATIONS SEE PLANS BY MEP FOR TRANSFORMER CONCRETE PAD BY ARCHITECT DUMPSTER SEE PLANS AND ENCLOSURE FOR CONCRETE PAD 5' 5 ' 10' 1 9' 1 8' 1 0 0'( 8 @ 9' & 2 A D A @ 1 8') 3'R 3 ' R 2 ' R 14'R 5' 60' 4 1 ' 1 ' 7 4 ' 9 ' 1 8 .5 ' 3 6 . 5 '( 2 @ 9 ' & 1 A D A @ 1 8 ') 18.5' 18.5' 24' 18.5' 9' 7' 1 4 5'( 1 6 @ 9') 9' 18.5' 3 . 4 5 ' 9' 1 8 .5 ' 21.9' 144.5' (16 @ 9')5. 2 6' 1 4 4. 5' ( 1 6 @ 9') 2 1 . 1 9 ' 1 9 .8 5 ' 1 9 .9 ' 22.17' 22.13' 22.09' NOTES: 6. SEE ARCHITECTURAL DRAWINGS FOR DESIGN AND DETAILS OF THE BUILDINGS ACCESSIBILITY CODE. 5. ALL ACCESSIBLE PARKING SPACE SIGNAGE SHALL CONFORM TO ILLINOIS 4. ALL PAVEMENT MARKINGS SHALL BE PAINT 3. SEE SHEET GN FOR PAVEMENT SECTION DETAILS. UNLESS OTHERWISE NOTED. 2. ALL CURBS AND GUTTERS ARE STANDARD PITCH 1. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. LEGEND 3.5'R EXTERIOR FINISHED GRADE GRADING PLAN FOR FOUNDATION SEE SPECIAL DROP EXTERIOR FINISHED GRADE GRADING PLAN FOR FOUNDATION SEE SPECIAL DROP EXTERIOR FINISHED GRADE GRADING PLAN FOR FOUNDATION SEE SPECIAL DROP OF PARKWAY OVERLAY 2' SECTION GRIND AND INSTALLER SEE PLANS BY RETAINING WALL MODULAR BLOCK STRUCTURAL ENGINEER WALL SEE PLANS BY WALL WITH SCREEN PROPOSED RETAINING 15' 1 0' 4 STEPS @ 6" BY ARCHITECT STAIRS SEE PLANS PREFABRICATED 9 STEPS @ 6" BY ARCHITECT STAIRS SEE PLANS PREFABRICATED 6 STEPS @ 6" BY ARCHITECT STAIRS SEE PLANS PREFABRICATED BUFFER WETLAND 50' EXISTING BOUNDARY WETLAND EXISTING BOUNDARY FLOODWAY EXISTING P E R V I L L A G E O F B U F F A L O G R O V E 0 5 / 2 5 / 2 1 1 2 5 ' R 20'R 20'R 100'R 1 1' 8' 1 ' 8 ' 98.51'AND GUTTER CURB WITH DEPRESSED CURB REMOVE AND REPLACE EXISTING BOUNDARY 100 YR FPE=644.75' PROPOSED FLOODPLAIN 2 0 6 / 2 5 / 2 1 R E V I S I O N S P E R O W N E R 2 2 DROP FOUNDATION MONOLITHIC DUCTILCRETE DEPRESSED CURB & GUTTER MONOLITHIC DUCTILCRETE REVERSE PITCH CURB HC RAMP (5' WIDE UNLESS NOTED) CONCRETE SIDEWALK CONCRETE SIDEWALK DUCTILCRETE (ALL PAVED AREAS) N:\Projects\11042\ENG\11042GM.dgn Default User=jlewis 8.D.c Packet Pg. 69 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 30" nail 3 643.64TC646.08646.38TC646.10646.24TC646.12646.28646.05TC646.20646.26646.23TC646.29646.69646.89TC646.33TC646.32647.07TC646.33TC646.84647.20TC646.76TC646.61647.10TC646.62TC646.43646.84TC646.36TC646.08646.58TC646.07TC645.84646.40TC645.87646.36TC645.93646.47TC645.92646.47647.39647.42646.94640.44640.50bb 164 642.52647.47647.65646.62648.14646.82643.61644.93645.08645.54646.25646.08645.27bb 177 643.63645.74646.62646.84646.48644.52642.11640.41642.08640.45642.25640.42640.46642.30642.80640.31640.38642.32644.70646.32646.18646.59644.64642.20640.48640.41642.29644.76646.43644.84el wl5nw 213 642.30641.86640.39644.61646.43645.81645.28644.19642.76642.55642.06642.16642.01640.48640.41640.34640.48640.47644.47645.55642.01640.43644.10646.00646.88646.80644.84641.84640.38640.33641.94643.91646.40640.64641.67644.77646.06644.73644.20647.65647.92647.04645.30646.28645.89645.94646.28646.82646.72647.53647.78647.76647.64646.59646.62645.60645.57640.42tr10 325 645.48TC648.45648.02TC648.51648.12648.15TC648.54TC648.11TC647.48647.26TC647.98TC647.59TC647.09TC646.66640.31645.11645.63645.46645.28640.42640.38645.35645.57TC646.39647.50647.89647.80648.47648.15647.32647.14646.79646.44646.99646.84647.51647.89647.12647.31647.85649.78649.45646.84646.11646.14TC646.46645.44645.21644.71638.69TC645.70644.66644.39643.98643.90643.80643.59643.71643.63643.48643.29643.46643.67638.73643.20643.10643.46643.31642.89642.86642.89641.99642.04641.92638.75TC646.93647.36TC647.36TC647.50TC647.04646.34639.97639.84640.20639.93638.77641.87646.28643.68640.08639.86638.79646.12642.91643.45641.38645.52645.15643.28644.34643.18643.83643.68644.56643.32640.25640.19640.17643.91644.36643.97640.06640.18640.46640.33641.28638.63639.86640.95640.14640.00638.77640.61640.03639.90638.68638.68639.80639.93640.47640.58639.91639.66638.70638.74639.71639.98643.48644.00640.81640.19639.99638.78638.55640.14640.25644.1836" 10"X3 16" 20" 30" 30" 10" 9"x3 12" 14" SANITARY STRUCTURE RIM 646.30 INV 636.24 521.84 3 1 2 .9 9 SANITARY STRUCTURE RIM 646.04 INV 636.67 SANITARY STRUCTURE RIM 646.53 INV 632.69 inv 804 638.50 4 2 3. 5 9 (REC ARC 325.67 RAD 2166.94) (REC CHORD 325.37 ) LOT 16 LOT 14 2 0 F O O T S A NI T A R Y S E W E R E A S E M E N T ( D O C 1 7 8 8 8 8 7) 2 0 F O O T E A S E M E N T F O R M U NI CI P A L U TI LI TI E S A N D S E R VI C E S ( D O C 2 3 0 5 0 5 9) 1 0 F O O T M U NI CI P A L BI K E P A T H PRIVATE WATER DETENTION EASEMENT (DOC 2305059) PRIVATE WATER DETENTION EASEMENT (DOC 2305059) 5 FOOT PUBLIC UTILITY EASEMENT (DOC 2305059) 50 FOOT BUILDING LINE R E T E N T IO N P O N D R ETE N TI O N P O N D W A T E R E L E V A T IO N O N 7 -4 -2 0 1 8 = 6 4 0 .2 W A T E R E L E V A TI O N O N 7-4-2018 = 638.7 E D G E O F W A T E R E D G E O F W A T E R EDGE OF WATER EDGE OF W ATER EDGE OF W ATER WATER VALVE TWM 640.15 UTILITY CABINET UTILITY CABINET ON POST TRANSFORMER UTILITY CABINET FOUND IRON PIPE SET IRON PIPE 15' WESTERLY FOUND IRON PIPE FOUND IRON PIPE BUSCH PARKWAY B A R C L A Y B O U L E V A R D R = 360.46' LOT 3 BARCLAY STATION SUBDIVISION 6 6 8 8 10 11 11 13 15 B L A C K T O P P A T H B L A C K T O P P A T H BLACKTOP BLACKTOP PATH 80' ROW W O O D R E T AI NI N G W A L L RESERVATION OF EASEMENT FOR UTILITIES BETWEEN THE BUILDING LINE AND PROPERTY LINE AS PER DOCUMENT 3800084 17 639 639 639 639 639 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 640 640 640 640 640 640 640 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 06 4 0 641 641 641 6 4 1 6 4 1 6 4 1 641 641 6 4 1 641 641 641 641 641 641 641 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 642 642 6 4 2 642642 64 2 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 642 642 643 643643 643 6 4 3 6 4 3 6 4 3 643 6 4 3 643 6 4 3 643 643 6 4 3 6 4 3 6 4 3 6 4 3 6 4 3 643 643 643 643 6 4 3 644 6 4 4 6 4 4 6 4 4 6 4 4 644 644 644 644 644 644 6 4 4 6 4 4 6 4 4 6 4 4 644644644 6 4 4 645 6 4 5 6 4 5 6 4 5 645 645 6 4 5 645 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 645 6 4 5 6 4 5 AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.42AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.48FL645.49FL645.49FL645.58AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.62FL645.66FL645.66FL645.67AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.81FL645.88FL645.89FL645.92FL645.93FL645.94AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.98AeccDbCogoPoint (AeccLand130)FL645.98646 6 4 6 646 646 646 646 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 646 646 646 646 646 646 646 646 646 646 646 646 646 646 AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL646.15FL646.18FL646.19FL646.23FL646.26FL646.34FL646.40FL646.50FL646.62FL646.66FL646.896 4 7 647 647 6 4 7 647 647 647 647 6 4 7 647 647 647 647FL647.01FL647.05FL647.11FL647.56FL647.73648 648648 6486 4 8 6 4 8 6 4 8FL648.02FL648.07649 6 4 9 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 649 648 647 647 648 648 6 4 8 6 4 8 6 4 4 6 4 5 6 4 6 6 4 7 6 4 8 6 4 9 EX. POND BOTTOM = 635.00± EX. POND NWL = 641.00± EX. POND HWL = 645.00± REVISED MAY 24, 1984 DATED DECEMBER 23, 1983 BY DONALD MANHARD ASSOCIATES, INC. IMPROVEMENTS FOR THE CORPORATE GROVE" BASED ON THE "PROPOSED SUBDIVISION EXISTING POND G ELEVATIONS 1 0 0 Y R F P E = 6 4 4 . 7 5 100 YR FPE = 644.75 100 YR FPE = 644.75 100 Y R FP E = 644.75 1 0 0 Y R F P E = 6 4 4. 7 5 100 YR FPE = 644.75 6 4 8 6 4 7 6 4 6 646 647 648 6 4 7 649 648 647 FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± 100 YR FPE = 644.75 100 YR FPE = 644.75 100 Y R FP E = 644.75 1 0 0 Y R F P E = 6 4 4. 7 5 1 0 0 Y R F P E = 6 4 4 . 7 5 N SCALE 1" = 20' 0 20 40 GR 6 GR G R A D I N G P L A N NOTES: 6. ALL CONTOURS ARE PROPOSED FINISHED GRADE 6" OF TOPSOIL UNLESS NOTED OTHERWISE NOTED 5. ALL LANDSCAPED AREAS ARE TO BE FINISHED WITH MINIMUM SEE LANDSCAPING PLANS FOR SODDING/SEEDING LIMITS COMPLETED WITH A MINIMUM 4" TOPSOIL RESPREAD. CONDITIONS AFTER CONSTRUCTION HAS BEEN AREAS OFF-SITE ARE TO BE RESTORED TO THEIR ORIGINAL 4. ALL IMPROVEMENTS WITHIN GRASSED/LANDSCAPED EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 3. ALL SPOT GRADES ALONG CURB LINE ARE UNLESS NOTED OTHERWISE. 2. ALL CURB AND GUTTER IS B-6.12 REVERSE PITCH 1. ADD 600 TO ELEVATIONS SHOWN AS XX.XX. 649.40X 649.80X R=645.00 649.55X 649.55X 6 4 5. 8 0 X 649.90 X 646.60 X 646.60 X 646.85 X 646.85 X 6 4 9. 9 0 X 646.00 X 0.7% 0.7% R=647.40 I=646.50 645.89± X R=647.25 R=TBD 646.20 X 8.2% 649.80X 649.85X 6 4 6. 8 5 X 6 4 6. 9 0 X FF LEGEND TW=000.00 BW=000.00 X TW=650.50 BW =645.60 X 650.00 X 650.00 X 650.00 X 650.00 X 650.00 X 650.00 X ARCHITECT PLANS BY DECK SEE ELEVATED 650.00 X 650.00X 6 5 0 .0 0 X 646.95 X 646.34± X 645.93± X 647.75± X 646.26± X 649.60X 649.80X 649.55X 649.00 X 648.80 X 2.9 % 648.30X 648.10 X 645.88 X 645.77 X 645.60 X 4 .4 % 6 4 6. 9 0 X 646.50 X 6 4 7. 9 0 X 6 4 6. 3 0 X 647.55X 646.30 X 645.20 X 645.65 X 5.0 % 648.10 X 7.2% 3.1 % 648.10 X 3.5% 2. 8 %2.0% 648.80X 7.5% 645.30 X 3. 5 % 646.10 X 2. 8 % 1. 7 % 1.0% R=645.00 645.80 X 646.00 X646.20 X 646.00 X 6 4 5. 4 0 X 6 4 5. 6 0 X 645.20 X R=645.00 6 4 5. 6 0 X 6 4 5. 6 0 X R=645.00 6 4 5. 2 0 X 646.20 X I=644.80 FG=000.00 X FINISHED GRADE EXTERIOR DROP FOUNDATION FINISHED GRADE BOTTOM OF WALL TOP OF WALL LOCAL DRAINAGE DIVIDE 100-YEAR OVERLAND FLOW ROUTE LOCAL DRAINAGE FINISHED FLOOR FG=648.00 X FG=649.50 X FG=648.50 X FG=647.00 X FG=645.50 X FG=645.50 X FG=647.00 X FG=647.00 X FG=647.00 X FG=648.00 X FG=648.00 X FG = 6 4 7 .0 0 X FG=646 .50 X FG=648 .00 X FG=648 .00 X GR=648.70 FF=650.00 PROPOSED BUILDING TW=646.70 BW =646.70 X TW=646.70 BW =645.00 X TW=646.70 BW =646.00 X TW=646.70 BW =646.70 X FG=646.00 X BOUNDARY FLOODWAY EXISTING TW=650.50 BW =646.00 X 6 4 5. 6 0 X BOUNDARY WETLAND EXISTING BUFFER 50' WETLAND EXISTING P E R V I L L A G E O F B U F F A L O G R O V E 0 5 / 2 5 / 2 1 1 647.50 X TW=646.80 BW=646.80X TW=649.30 BW=646.80X TW=647.80 BW=646.80X TW=646.80 BW=646.80X 647.05± X 647.53± X 647.20 X 647.30 X646.90 X 646.80 X 646.90 X 647.05 X 6 4 7. 4 0 X 6 4 7. 5 0 X 6 4 7. 5 0 X 6 4 7. 6 0 X 6 4 6. 9 5 X 6 4 7. 0 5 X 6 4 6. 3 0 X 6 4 6. 4 0 X 6 4 7. 4 0 X 6 4 6. 5 0 X 1 1 BOUNDARY 100 YR FPE=644.75' PROPOSED FLOODPLAIN 2 0 6 / 2 5 / 2 1 R E V I S I O N S P E R O W N E R 2 N:\Projects\11042\ENG\11042GR.dgn Default User=jlewis 8.D.c Packet Pg. 70 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) STORM STRUCTURE RIM 645.66 INV 10" N 641.41 INV 15" N 640.11 INV E+W+S 639.96 STORM STRUCTURE T/C 645.74 FL 645.46 INV 641.66 STORM STRUCTURE T/C 645.64 FL 645.27 INV 640.52 SANITARY STRUCTURE RIM 646.30 INV 636.24 521.84 3 1 2 .9 9 SANITARY STRUCTURE RIM 646.04 INV 636.67 SANITARY STRUCTURE RIM 646.53 INV 632.69 RIM 645.56 STORM GRATE RIM 645.57 STORM GRATE RIM 645.52 STORM GRATE RIM 645.56 INV 18" RCP 638.70 INV BOX CULVERT 638.50 inv 804 638.50 36"RCP IN HEADWALL. INV 640.03 INV PARTIALLY COLLAPSED 12" FES 638.23 INV EXPOSED 12" RCP 639.52 INV PARTIALLY COLLAPSED 12" FES 638.11 INV EXPOSED 12" RCP 639.64 INV PARTIALLY COLLAPSED 12" FES 638.11 INV EXPOSED 12" RCP 639.71 1 5 " R C P 1 5 " R C P 10" RCP36" RCP 3 6 " R C P 18" RCP 18" RCP 12" SANITARY L A R G E DI A M E T E R S A NI T A R Y M AI N 12" RCP 6 " P V C 4 2 3. 5 9 (REC ARC 325.67 RAD 2166.94) (REC CHORD 325.37 ) LOT 16 LOT 14 2 0 F O O T S A NI T A R Y S E W E R E A S E M E N T ( D O C 1 7 8 8 8 8 7) 2 0 F O O T E A S E M E N T F O R M U NI CI P A L U TI LI TI E S A N D S E R VI C E S ( D O C 2 3 0 5 0 5 9) 1 0 F O O T M U NI CI P A L BI K E P A T H PRIVATE WATER DETENTION EASEMENT (DOC 2305059) PRIVATE WATER DETENTION EASEMENT (DOC 2305059) 5 FOOT PUBLIC UTILITY EASEMENT (DOC 2305059) 50 FOOT BUILDING LINE R E T E N T IO N P O N D R ETE N TI O N P O N D W A T E R E L E V A T IO N O N 7 -4 -2 0 1 8 = 6 4 0 .2 W A T E R E L E V A TI O N O N 7-4-2018 = 638.7 E D G E O F W A T E R E D G E O F W A T E R EDGE OF WATER EDGE OF W ATER EDGE OF W ATER WATER VALVE TWM 640.15 UTILITY CABINET UTILITY CABINET ON POST TRANSFORMER UTILITY CABINET FOUND IRON PIPE SET IRON PIPE 15' WESTERLY FOUND IRON PIPE FOUND IRON PIPE LIMIT OF FLOOD ZONE X AS DEPICTED ON FLOOD MAP PANEL 17097C0266K LIMIT OF FLOOD ZONE AE AS DEPICTED ON FLOOD MAP PANEL 17097C0266K LIMIT OF FLOOD ZONE AE ASDEPICTED ON FLOOD MAP PANEL 17097C0266K BUSCH PARKWAY B A R C L A Y B O U L E V A R D R = 360.46' LOT 3 BARCLAY STATION SUBDIVISION 6 6 8 8 10 11 11 13 15 FLOOD ZONE AE FLOOD ZONE AE FLOOD ZONE AE RESERVATION OF EASEMENT FOR UTILITIES BETWEEN THE BUILDING LINE AND PROPERTY LINE AS PER DOCUMENT 3800084 17 639 639 639 639 639 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 640 640 640 640 640 640 640 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 06 4 0 641 641 641 6 4 1 6 4 1 6 4 1 641 641 6 4 1 641 641 641 641 641 641 641 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 642 642 6 4 2 642642 64 2 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 642 642 643 643643 643 6 4 3 6 4 3 6 4 3 643 6 4 3 643 6 4 3 643 643 6 4 3 6 4 3 6 4 3 6 4 3 6 4 3 643 643 643 643 6 4 3 644 6 4 4 6 4 4 6 4 4 6 4 4 644 644 644 644 644 644 6 4 4 6 4 4 6 4 4 6 4 4 644644644 6 4 4 645 6 4 5 6 4 5 6 4 5 645 645 6 4 5 645 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 645 6 4 5 6 4 5 646 6 4 6 646 646 646 646 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 646 646 646 646 646 646 646 646 646 646 646 646 646 646 6 4 7 647 647 6 4 7 647 647 647 647 6 4 7 647 647 647 647 648 648648 6486 4 8 6 4 8 6 4 8 6 4 9 6 4 9 18" RCP WATER VALVE RIM 646.64 TWM 639.14 UTILITY CABINET UTILITY CABINET ON POST TRANSFORMER PARKWAY 646 646 646 646 647 647647 6 4 7 6486 4 8 6 4 8 6 4 9 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 649 648 647 647 648 648 6 4 8 6 4 8 6 4 4 6 4 5 6 4 6 6 4 7 6 4 8 6 4 9 EX. POND BOTTOM = 635.00± EX. POND NWL = 641.00± EX. POND HWL = 645.00± REVISED MAY 24, 1984 DATED DECEMBER 23, 1983 BY DONALD MANHARD ASSOCIATES, INC. IMPROVEMENTS FOR THE CORPORATE GROVE" BASED ON THE "PROPOSED SUBDIVISION EXISTING POND G ELEVATIONS 1 0 0 Y R F P E = 6 4 4 . 7 5 100 YR FPE = 644.75 100 YR FPE = 644.75 100 Y R FP E = 644.75 1 0 0 Y R F P E = 6 4 4. 7 5 100 YR FPE = 644.75 6 4 8 6 4 7 6 4 6 646 647 648 6 4 7 649 648 647 FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± 100 YR FPE = 644.75 100 YR FPE = 644.75 100 Y R FP E = 644.75 1 0 0 Y R F P E = 6 4 4. 7 5 1 0 0 Y R F P E = 6 4 4 . 7 5 649 648 647 N SCALE 1" = 20' 0 20 40 UT 7 UT U T I L I T Y P L A N STRUCTURE NUMBER DIAMETER & SIZE OF STRUCTURE M-100 A4D,1P I = INLET CB = CATCH BASIN M = MANHOLE STORM STRUCTURE ABBREVIATIONS FRAME AND LID TYPE STORM STRUCTURE LEGEND E = FLARED END SECTION TYPE OF STRUCTURE STRUCTURE ABBREVIATION I=641.80 R=645.00 A2D,1P CB-208 8 3'- 2 4 " @ 0. 6 0 % 9 9'- 2 4 " @ 0. 5 0 % 3 9'- 1 2 " @ 3. 6 8 % I=644.80 12",W/GRATE E-100 I=646.50 12",W/GRATE E-102 83'-12"@2.05%60'-6"@1.00% NOTES: GASKET OR APPROVED EQUAL. 7. ALL RESTRAINED WATER MAIN JOINTS SHALL BE U.S. PIPE "FIELD LOK" 6. DESIGN OF WIRING AND CIRCUITRY OF LIGHTING WILL BE BY OTHERS. 1P - INLET, CATCH BASIN-NEENAH R-2504-C WITH TYPE "G" GRATE 1C - MANHOLE-NEENAH R-2504-C FRAME WITH TYPE "B" CLOSED LID 5. FRAME AND GRATE/LID FOR STORM SEWER STRUCTURES 4. INDICATES TRENCH BACKFILL REQUIRED. FOR ALL WATERMAIN FITTINGS. OTHERWISE. MEGALUGS AND THRUST BLOCKS ARE REQUIRED 3. ALL WATER MAINS SHALL BE D.I.P.-CLASS 52 UNLESS NOTED OTHERWISE. 2. ALL SANITARY SEWERS SHALL BE PVC SDR 35 UNLESS NOTED 1. ALL STORM SEWERS SHALL BE RCP CL-IV UNLESS NOTED OTHERWISE. T/WM =637.20 B/STM=638.70 LOWER WM T/WM =635.00 B/SAN=636.50 LOWER WM GR=648.70 FH-1 STUB WATER SERVICE PROPOSED FDC CONNECTION I=637.60 SERVICE STUB SANITARY FF=650.00 PROPOSED BUILDING FOR CONTINUATION SEE INSET PARKWAY GRADE MATCH EXISTING R=646.50± 8"X16" PC-1 CONNECTION INSET WATERMAIN SERVICE ANY VILLAGE REQUIREMENTS IN PLACE IN ACCORDANCE WITH SPACERS. AUGER AND JACK 16" STEEL CASING WITH BUSCH PARKWAY VIA WATERMAIN ACROSS CONTRACTOR TO INSTALL I=640.24± NE,SW I=640.50 NW R=645.00 A4D,1P CB-204 12" STORM SEWER BASIN OVER EXISTING CONSTRUCT CATCH BOUNDARY FLOODWAY EXISTING BOUNDARY WETLAND EXISTING BUFFER WETLAND 50' EXISTING 110'-12"@ 0.58% 122'-12"@ 0.82% 75'-12"@ 6.00% I=639.44± NE I=640.50 SE,W R=647.40 A4D,1P CB-200 12" STORM SEWER BASIN OVER EXISTING CONSTRUCT CATCH I=639.39± NE I=640.00 NW,SE,W R=645.00 A4D,1P CB-202 12" STORM SEWER BASIN OVER EXISTING CONSTRUCT CATCH I=641.00 ROOF DRAIN I=641.00 ROOF DRAIN I=645.00 ROOF DRAIN I=640.36 R=645.00 A4D,1P CB-206 12" STORM SEWER BASIN OVER EXISTING CONSTRUCT CATCH 59'-21"@ 0.21% 1 0 5 / 2 5 / 2 1 P E R V I L L A G E O F B U F F A L O G R O V E 1 SEWER PLACEMENT BIKE PATH FOR STORM OPEN CUT AND PATCH NOTE 1A ON SHEET SP1. CROSSING. SEE STORM SEWER GASKETED JOINTS AT CONSTRUCTED WITH O-RING STORM SEWER TO BE T/WM =640.50 B/STM=642.00 LOWER WM NOTE 1A ON SHEET SP1. CROSSING. SEE STORM SEWER GASKETED JOINTS AT CONSTRUCTED WITH O-RING STORM SEWER TO BE T/WM =644.00 B/STM=645.50 LOWER WM I=636.53± E,W I=637.00 S R=647.25 S-1 NOT ALLOWED DOG HOUSE MANHOLES EXISTING SANITARY SEWER CONSTRUCT MANHOLE ON 1 1 BOUNDARY 100 YR FPE=644.75' PROPOSED FLOODPLAIN N:\Projects\11042\ENG\11042UT.dgn Default User=jlewis 8.D.c Packet Pg. 71 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) **+ ++ + + + + 14) Remove all temporary soil erosion and sediment control measures after the site is stabilized with vegetation 13) Permanently stabilize lots 12) Install buildings and grade individual lots 11) Permanently stabilize all outlot areas 10) Install roadways 9) Temporarily stabilize all areas including lots that have reached mass grade 8) Permanently stabilize detention basins with seed and erosion control blanket 7) Install storm sewer, sanitary sewer, watermain and associated inlet & outlet protection 6) Temporarily stabilize topsoil stockpiles (seed and silt fence around toe of slope) 5) Strip topsoil, stockpile topsoil and grade site perforated riser 4) Construct detention facilities and outlet control structure with restrictor & temporary 3) Construct sediment trapping devices (sediment traps, sediment basins, etc.) 2) Clear and grub (as necessary) d) Stabilized construction entrance c) Construction fencing around areas not to be disturbed b) Silt fence installation a) Selective vegetation removal for silt fence installation 1) Install perimeter sediment control measures Describe proposed construction sequence, sample follows: - litter - concrete and concrete trucks - landscape waste - construction debris - raw materials (e.g., bagged portland cement) - fertilizers - detergents - solvents - tar - adhesives - oil or other petroleum products - chemical storage areas - waste containers - staging areas - fuel tanks - portable sanitary stations - sediment from disturbed soils The soil erosion and sediment control measures for this site should meet the requirements of the following agencies: construction site. guidelines or technical guidance documents that are not identified in a specific plan or permit that is issued for the ILR10 permit. This provision does not apply to provisions of master plans, comprehensive plans, non-enforceable are enforceable under the ILR10 permit even if they are not specifically included in a SWPPP required under the of a Notice of Intent (NOI) to be authorized to discharge under the ILR10 permit, incorporated by reference and permits approved by local officials that are applicable to protecting surface water resources are, upon submittal specified in sediment and erosion control site plans or site permits or storm water management site plans or site Department of Agriculture's Natural Resource Conservation Service Illinois Urban Manual, 2012. Requirements as the requirements contained in the Illinois Environmental Protection Agency's (IEPA) and the United States The management practices, controls and other provisions contained in the SWPPP should be at least as protective A. Approved State or Local Plans All signed certification statements should be maintained in the SWPPP. Part IV.F. of the ILR10 Permit (in accordance with Part VI.G. - Signatory Requirements, of the ILR10 Permit). and subcontractors that are identified should be required to sign a copy of the certification statement from SWPPP, the contractor(s) or subcontractor(s) that will implement the measure should be identified. All contractors major construction activities described in the "Site Description" section. For each measure identified in the This section of the SESC Plan addresses the various controls that should be implemented for each of the 2. CONTROLS The following temporary and permanent stabilization practices, at a minimum, are proposed: determined by the Engineer or Primary Contact. soil erosion and sediment control measures. Additional erosion controls should be implemented as necessary, as using procedures in substantial conformance with the Illinois Urban Manual. This SESC Plan includes site-specific 1) Stabilization Practices - Areas that will not be paved or covered with non-erosive material should be stabilized measures necessary to minimize erosion and sedimentation as determined by the Engineer or Primary Contact. the Standard Practice. The contractor is responsible for the installation of any additional erosion and sediment control Unless otherwise indicated, all vegetative and structural erosion and sediment control practices should be installed to one working day, of the end of a 0.5-inch (or greater) rain event. for inspecting all sediment and erosion control measures at a minimum of every 7 calendar days and within 24 hours, or replaced as soon as practicable to maintain NPDES compliance. Permittee or an authorized agent is responsible the current phase of construction. All temporary sediment and erosion control measures should be repaired or The appropriate soil erosion and sediment controls should be implemented on site and should be modified to reflect C. Erosion and Sediment Controls after final stabilization of those portions of the site upward of the perimeter control. permanently ceased, that area should be permanently stabilized. Temporary perimeter controls should be removed accordance with Local and State requirements, as described below. Once construction activity in an area has Stabilization measures should be initiated where construction activities have temporarily or permanently ceased, in disturbing activities. construction operations. As necessary, the appropriate sediment control measure should be installed prior to land is responsible for the adequate protection (including sediment control) of existing sewers and sewer structures during sediment traps should be installed as described in the intended sequence of construction activities. The contractor stabilization of those portions of the site upward of the perimeter control. Stabilized construction entrance(s) and including demolition activities. Perimeter controls, including the silt fence, should be actively maintained until final of the site should be installed prior to soil disturbance (excluding soil disturbance necessary to install the controls), Best Management Practices will be implemented on an as-needed basis to protect water quality. Perimeter controls B. Control Implementation Schedule - other measures - erosion control blanket - temporary seeding - permanent seeding The installation of the following devices may be subject to Section 404 of the Clean Water Act: pollutants from exposed areas of the site. Structural practices should be placed on upland soils to the degree practicable. degree attainable to divert flows from exposed soils, store flows or otherwise limit runoff and the discharge of 2) Structural Practices - Provided below is a description of structural practices that should be implemented, to the stabilization method can be used. Temporary stabilization techniques and materials shall conform to the SWPPP. b. On areas where construction activity has temporarily ceased and will resume after 14 days, a temporary initiated as soon as practicable. a. Where the initiation of stabilization measures is precluded by snow cover, stabilization measures shall be work in an area. Exceptions to these time frames are specified below. activities and shall be completed as soon as possible but not later than 14 days from the initialization of stabilization Stabilization of disturbed areas must be initiated within 1 working day of permanent or temporary cessation of earth portion of the site, and when stabilization measures are initiated should be included in the SWPPP. A record of the dates when major grading activities occur, when construction activities cease on a Site-specific scheduling of the implementation of these practices is included in the Soil Protection Chart. - other measures - sediment traps (provide locations and dimensions in plan set) - silt fence - stabilized construction entrance measures include: in IEPA's Illinois Urban Manual, Federal, State, and/or Local Requirements. The storm water management 1) The practices selected for implementation were determined on the basis of technical guidance contained The installation of these devices may be subject to Section 404 of the Clean Water Act. the pollutants in storm water discharges that will occur after the construction operations have been completed. Provided below is a description of measures that will be installed during the construction process to control D. Storm Water Management - other measures - infiltration trenches - vegetated swales - retention basins - detention basins (wet basins, dry basins, etc.) present prior to the initiation of construction activities). are maintained and protected (e.g., maintenance of hydrologic conditions, such as the hydroperiod and hydrodynamics flow from the structure to a watercourse so that the natural, physical, and biological characteristics and functions at discharge locations and along the length of any outfall channel as necessary to provide a non-erosive velocity 2) Velocity dissipation devices, such as rip-rap aprons at flared end sections or level spreaders, shall be placed not take place during or immediately after a rainfall event. Waste generated from Concrete waste management should be implemented to contain and dispose of saw-cutting slurries. Concrete cutting should G. Concrete Cutting used again on site (as approved by the Engineer) or hauled off site to an appropriate landfill. up and disposed of properly when 66% capacity is reached. Hardened concrete can be properly recycled and including enough capacity for anticipated levels of rainwater. The dried concrete waste material should be picked The containment facilities should be of sufficient volume to completely contain all liquid and concrete waste materials A stabilized entrance that meets Illinois Urban Manual standards should be installed at each washout area. watercourse, and should be located at least 10 feet behind the curb, if the washout area is adjacent to a paved road. practicable, concrete washout areas should be located a reasonable distance from a storm water drainage inlet or watercourse. When practicable, a sign should be posted at each location to identify the washout. To the extent Concrete waste or washout should not be allowed in the street or allowed to reach a storm water drainage system or F. Concrete Waste Management manufacturer. waste. All hazardous waste should be disposed of in the manner specified by Local or State regulation or by the On-site hazardous material storage should be minimized and stored in labeled, separate receptacles from non-hazardous disposal should comply with all Local, State, and Federal regulations. clean-up procedure should take place, if necessary. Construction waste material is not to be buried on site. Waste other containers which may leak. Receptacles with deficiencies should be replaced as soon as possible and the appropriate containers appropriate for the materials being discarded. There should be no liquid wastes deposited into dumpsters or collected and stored in approved receptacles. No wastes should be placed in any location other than in the approved shall be discharged to Waters of the State, except as authorized by a Section 404 permit. All waste materials should be required for such disposal. Burning on site will not be permitted. No solid materials, including building materials, items will be collected and disposed of off site by the contractor. The contractor is responsible to acquire the permit Solid waste materials including trash, construction debris, excess construction materials, machinery, tools and other E. Waste Management goggles, kitty litter, sand, sawdust and plastic and/or metal trash containers specifically for this purpose. Equipment and materials should include, but are not limited to, brooms, dust pans, mops, rags, gloves, and equipment necessary for spill clean-up should be kept in the material storage area on site. be made aware of the procedures and the location of the information and clean-up supplies. Materials Manufacturer's recommended methods for spill clean-up should be available and site personnel should K. Spill Prevention and Clean-Up Procedures Local regulations. conditions. Sanitary waste should be disposed of in accordance with applicable State and/or by a control device (e.g., gravel-bag berm). The contractor should not create or allow unsanitary impervious surfaces should be placed on top of a secondary containment device, or be surrounded be anchored to the ground to prevent from tipping over. Portable sanitary stations located on drain to any protected natural areas, Waters of the State, or storm water structures and should To the extent practicable, portable sanitary stations should be located in an area that does not J. Management of Portable Sanitary Stations - Manufacturer's recommendations for proper use and disposal should be followed. - Whenever possible, all of a product should be used up before disposing of the container. on site. - Operations should be observed as necessary to ensure proper use and disposal of materials - Substances should not be mixed with one another unless recommended by the manufacturer. - Products should be kept in their original containers with the original manufacturer's label. containers and adequately protected from the environment. - All materials stored on site should be stored in a neat, orderly manner in their appropriate - An effort should be made to store only enough product required to do the job. project: The following good housekeeping practices should be followed on site during the construction of hazardous materials, follow manufacturer or Local and State recommended methods. should be stored in accordance with manufacturer or MSDS specifications. When disposing should be retained on site at all times. Hazardous materials and all other material on site kept in original containers unless they are not re-sealable. The original labels and MSDS To reduce the risks associated with hazardous materials on site, hazardous products should be the appropriate agencies, if needed. disposed of properly. Contractors should immediately report all spills to the Primary Contact, who should notify referencing clean-up procedures. Any release of chemicals/contaminants should be immediately cleaned up and are an acceptable control measure to prevent contamination of storm water. MSDS should be available for roof or other enclosure. Labels should be replaced if damaged or difficult to read. Bermed-off storage areas materials kept on site should be stored in their original containers with legible labels, and if possible, under a storm drains or watercourses. An on-site area should be designated for material delivery and storage. All Materials and/or contaminants should be stored in a manner that minimizes the potential to discharge into I. Material Storage and Good Housekeeping should immediately report spills to the Primary Contact. regulations and per Material Safety Data Sheet (MSDS) and/or manufacturer instructions. Contractors chemicals in accordance with United States Environmental Protection Agency (USEPA) and IEPA vehicle should be removed from site. Dispose of all used oil, antifreeze, solvents and other vehicle-related vehicles should be inspected frequently to identify any leaks; leaks should be repaired immediately or the and equipment maintenance activities that involve grease, oil, solvents, or other vehicle fluids. Construction into watercourses, wetlands or storm drains. Drip pans or absorbent pads should be used for all vehicle should be made within a designated area(s) to prevent the migration of mechanical fluids (oil, antifreeze, etc.) drains or water courses. Vehicle maintenance (including both routine maintenance as well as on-site repairs) Controls should be installed to minimize the potential of runoff from the storage area(s) from reaching storm regulatory floodplain, away from any natural or created watercourse, pond, drainage-way or storm drain. When not in use, construction vehicles should be stored in a designated area(s) outside of the H. Vehicle Storage and Maintenance concrete cutting should be cleaned-up and disposed into the concrete washout facility as described above. needed. Vehicles hauling erodible material to and from the construction site should be covered with a tarp. top dressing the stabilized entrance with additional stone and removing top layers of stone and sediment, as swept as needed to reduce excess sediment, dirt, or stone tracked from the site. Maintenance may include construction entrance(s) should be installed to help reduce vehicle tracking of sediments. Streets should be The site should have one or more stabilized construction entrances in conformance with the Plan details. Stabilized M. Off-Site Vehicle Tracking Additional control measures may be installed at the outlet area at the discretion of the Primary Contact or Engineer. Stabilized conveyance channels should be installed to direct water to the desired location as applicable. filter bag, or both. Adequate erosion controls should be used during de-watering operations as necessary. operations may be discharged to a stabilized area that consists of an energy dissipating device (e.g., stone), sediment in a stabilized sump pit or floated at the surface of the water in order to limit the amount of sediment intake. Pumping areas, Waters of the State, or to a storm sewer system (in accordance with Local permits). Inlet hoses should be placed During de-watering/pumping operations, only uncontaminated water should be allowed to discharge to protected natural L. De-Watering Operations and should not be discharged to the storm sewer or waterbody. Excess materials should be disposed of according to the manufacturer's instructions or State and Local regulations, - Contractors should follow the manufacturer's recommendations for proper use, storage, and disposal of materials. - Petroleum products should be stored in tightly sealed and clearly labeled containers. chance of leakage. - On-site vehicles should be monitored for leaks and should receive regular preventative maintenance to reduce the the following minimum practices should be followed to reduce the risk of spills: In addition to the good housekeeping and other management practices discussed in the previous sections of these Notes, personal protective equipment should be used to minimize injury from contact with a hazardous substance. or Local government agency, as required. When cleaning up a spill, the area should be kept well ventilated and appropriate Reportable Quantities for materials. Spills of toxic or hazardous materials should be reported to the appropriate State be reported to the National Response Center by calling (800) 424-8802. MSDS often include information on Federal Spills in excess of Federal Reportable Quantities (as established under 40 CFR Parts 110, 117, or 302), should not be buried on site or washed into storm sewer drainage inlets, drainage-ways, or Waters of the State. occur. Spills should be cleaned up immediately (after discovery) in accordance with MSDS and should immediately. The construction site should have the capacity to control, contain, and remove spills, if they or Waters of the State) are not authorized by the ILR10 permit. If a spill occurs, notify the Primary Contact Discharges of a hazardous substance or oil caused by a spill (e.g., a spill of oil into a separate storm sewer completed if the stockpile is to remain undisturbed for longer than fourteen days. fence, should be placed around the stockpile immediately. Stabilization of the stockpile should be should be stabilized or protected with sediment trapping measures. Perimeter controls, such as silt designated buffer protecting Waters of the State. During construction of the project, soil stockpiles interfere with work on site. Topsoil stockpiles should not be located in the 100-year floodplain or If topsoil is to be stockpiled at the site, select a location so that it will not erode, block drainage, or N. Topsoil Stockpile Management the direction of the Engineer and/or Primary Contact. construction site should be cleaned as needed, utilizing a street sweeper or bucket-type endloader or scraper at Street cleaning should also be used as necessary to control dust. Paved areas that have soil on them from the approval of the Engineer and/or Primary Contact. watering) is necessary, alternative dust suppressant controls should be implemented at the discretion and If field observations indicate that additional protection from wind erosion (in addition to, or in place of erosion. daily (or more frequently) to be effective. Caution should be used not to overwater, as that may cause (or available) for sprinkling/irrigation to limit the amount of dust leaving the site. Watering should be applied accomplish control when temporary dust control measures are used. A water truck should be present on site Dust control should be implemented on site as necessary. Repetitive treatment should be applied as needed to O. Dust Control properly. remove the structure and all unstable sediment. Grade the area to blend with the adjoining areas and stabilize structure for damage from erosion or piping. After all sediment-producing areas have been permanently stabilized, design depth of the permanent pool. Place the sediment that is removed in a designated disposal area. Check the Remove sediment and restore the trap to its original dimensions when the sediment has accumulated to one-half the Temporary sediment traps: Temporary sediment traps should be inspected after each period of significant rainfall. stone and sediment. The sediment tracked onto the public right-of-way should be removed immediately. sediment onto public streets. Maintenance includes top dressing with additional stone and removing top layers of Stabilized construction entrance: The stabilized construction entrances should be maintained to prevent tracking of for areas where silt fence continually fails. of any sediment that has accumulated on the silt fence. Alternative sediment control measures should be considered from the fence base when the sediment reaches one-half the fence height. During final stabilization, properly dispose and tears along the length of the fence. Deficiencies should be repaired immediately. Remove accumulated sediments Silt fence: Silt fences should be inspected regularly for undercutting where the fence meets the ground, overtopping, a sediment discharge. The bags should be inspected frequently and repaired or replaced as needed. sensitive on-site areas, and should be placed in an area that allows for the bag to be removed without producing Sediment filter bags: Sediment filter bags should be installed on pump outlet hoses that discharge off site or to accomplish control. Dust control: When temporary dust control measures are used, repetitive treatment should be applied as needed to Specifications. erosion and sediment control measures and other protective measures identified in the SESC Plan and Standard following is a description of procedures that should be used to maintain, in good and effective operating condition, effectiveness. This includes prompt and effective repair and/or replacement of deficient control measures. The Maintenance of the controls incorporated into this project should be performed as needed to assure their continued 3. MAINTENANCE Pollution prevention measures should be implemented for non-storm water components of the discharge. - Any other pollutant that could cause or tend to cause water pollution - Toxic or hazardous substances from a spill or other release - Soaps, solvents, or detergents - Fuels, oils, or other pollutants used in vehicle or equipment operation and maintenance - Curing compounds and other construction materials - Form release oils - Wastewater from washout and cleanout of stucco, paint - Drywall compound - Concrete and wastewater from washout of concrete (unless managed by an appropriate control) 6. PROHIBITED NON-STORMWATER DISCHARGES - Foundation or footing drains where flows are not contaminated with process materials such as solvents - Uncontaminated ground water - Irrigation ditches - Springs - Uncontaminated air conditioning condensate (unless spilled materials have been removed) and where detergents have not been used. - Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred - Routine external building washdown which does not use detergents - Landscape irrigation drainages - Potable water sources including uncontaminated waterline flushings - Water used to control dust - Water used to wash vehicles where detergents are not used - Fire hydrant flushings - Fire fighting activities storm water discharges associated with the proposed activity, are described below: Except for flows from fire fighting activities, possible sources of non-storm water that may be combined with 5. NON-STORM WATER DISCHARGES Springfield, Illinois 62794-9276 Post Office Box 19276 1021 North Grand Avenue East Compliance Assurance Section Division of Water Pollution Control Illinois Environmental Protection Agency all reports of non-compliance shall be mailed to IEPA at the following address: F. After the initial contact has been made within the appropriate agency field operations section office, (Signatory Requirements). of the ILR10 NPDES Permit. E. All reports of non-compliance shall be signed by a responsible authority as defined in Part VI.G. from the non-compliance. further causes of non-compliance, and a statement detailing any environmental impact, which may have resulted and include specific information on the cause of non-compliance, actions which were taken to prevent any conducted, including those not required by the SWPPP. Submission should be on forms provided by IEPA "Incidence of Non-Compliance" (ION) report for any violation of the SWPPP observed during an inspection violation of any condition of this permit. The Permittee should complete and submit within 5 days an violation of the storm water pollution prevention plan observed during any inspection conducted or for epa.swnoncomp@illinois.gov , telephone or fax within 24 hours of any incidence of noncompliance for any D. The Permittee shall notify the appropriate agency field operations section office by e-mail at: The report shall be signed in accordance with Part VI.G. (Signatory Requirements) of the ILR10 NPDES Permit. part of the SWPPP for at least three years from the date that permit coverage expires or is terminated. SWPPP, and actions taken in accordance with paragraph B. above should be made and retained as the inspection, the date(s) of the inspection, major observations relating to the implementation of the C. A report summarizing the scope of the inspection, name(s) and qualifications of personnel making of any changes to the SWPPP within 7 calendar days following the inspection. soon as practicable after the inspection. The modifications, if any, shall provide for timely implementation and the pollution prevention measures described in the SWPPP should be revised, as appropriate, as B. Based on the results of the inspection, the description of potential pollutant sources identified, water discharge sources should also be inspected. inspected for off-site sediment tracking. All pumping operations and other potential non-storm significant impacts to the receiving waters. Locations where vehicles enter or exit the site should be they should be inspected to ascertain whether erosion control measures are effective in preventing ensure that they have been installed and are operating correctly. Where discharge points are accessible, The erosion and sediment control measures identified in the SWPPP should be observed to should be inspected for evidence of, or the potential for, pollutants entering the drainage system. A. Disturbed areas and areas used for the storage of materials that are exposed to precipitation Each inspection should include the following components: event, or a discharge due to snowmelt occurs. Weekly inspections will recommence when construction activites are conducted, or if there is 0.5" or greater rain Inspections may be reduced to once per month when construction activities have ceased due to frozen conditions. the following work day, of the end of a storm event that is 0.5 inches or greater, or equivalent snowfall. Inspections should be conducted at least once every seven calendar days and within 24 hours or by the end of as part of the SWPPP. by the qualified personnel who performed the inspection. The inspection report should be maintained on site in compliance with the ILR10 NPDES Permit. After each inspection, a report should be prepared The Permittee (or their authorized representative) will be responsible for conducting site inspections 4. INSPECTIONS S O I L E R O S I O N A N D S E D I M E N T C O N T R O L P L A N SE1 TYPE STABILIZATION SEEDING PERMANENT SEEDING DORMANT SEEDING TEMPORARY SODDING MULCHING JAN.FEB.MAR.APR.MAY JUNE JULY AUG.SEPT.OCT.NOV.DEC. B A C F D B E** 30 LBS/ACRE. MIXED WITH PERENNIAL RYEGRASS KENTUCKY BLUEGRASS 90 LBS/ACREA 45 LBS/ACRE + STRAW MULCH 2 TONS/ACRE. MIXED WITH PERENNIAL RYEGRASS KENTUCKY BLUEGRASS 135 LBS/ACREB SPRING OATS 100 LBS/ACREC 150 LBS/ACRE. WHEAT OR CEREAL RYED SODE STRAW MULCH 2 TONS/ACRE.F * IRRIGATION NEEDED DURING JUNE AND JULY. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SOIL PROTECTION CHART NUMBER NAME OR OUTFALL d (IN) SIZE INLET PIPE (F/S) VELOCITY L (FT) APRON LENGTH OF GRADATION RIPRAP 3d (FT) U/S FACE APRON WIDTH OF 3d+L (FT) D/S FACE APRON WIDTH OF Y (IN) RIPRAP DEPTH OF CONTRACTOR CERTIFICATION THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT (ILR10) I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE DATE TELEPHONE NUMBERCONTRACTOR SIGNATURE PRINTED NAME & TITLE NAME OF CONTRACTING FIRM STREET ADDRESS CITY, STATE, ZIP CODE TRADE/ RESPONSIBILITIES: OWNER SWPPP CERTIFICATION SWPPP. STATEMENT AS ILLUSTRATED ABOVE. THE SIGNED STATEMENTS WILL BE MAINTAINED ON THE SITE WITH THE ALL CONTRACTORS PERFORMING WORK ON THIS SITE ARE REQUIRED TO SIGN A CONTRACTOR CERTIFICATION NOTE: KNOWING VIOLATIONS. FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION IS, TO THE BEST OF MY KNOWLEDGE ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED SIGNATURE OF OWNER PRINTED NAME OF OWNER DATE ON THE SITE WITH THE SWPPP. IN ACCORDANCE WITH PART VI.G. OF THE ILR10 NPDES PERMIT. THE SIGNED STATEMENT SHALL BE MAINTAINED THE CERTIFICATION ILLUSTRATED ABOVE SHALL BE SIGNED BY THE OWNER LISTED ON THE NOTICE OF INTENT NOTE: SE01 8 G. Potential sources of pollution associated with this construction activity may include: 3) The extent of wetland acreage at the site is 0.43 acres. 2) The name of the ultimate receiving water is: Des Plaines River . F. 1) The name of the receiving water(s) is(are): Aptakisic Creek . 8) locations where storm water is discharged to a surface water. 7) surface waters (including wetlands); and, 6) the location of areas where stabilization practices are expected to occur; 5) the location of major structural and nonstructural controls; 4) areas of soil disturbance; 3) locations where vehicles enter or exit the site and controls to minimize off-site sediment tracking; 2) approximate slopes anticipated before and after major grading activities; 1) drainage patterns; E. Refer to Sheets GR for a site plan indicating: NRCS Web Soil Survey . 2) Existing data describing the soil or quality of any discharge from the site is included in D. 1) An estimated runoff coefficient of the site after construction activities are completed is 0.80 . approximately 3.35 acres of the site. C. The site has a total acreage of approximately 3.35 acres. Construction activity will disturb - U.S. Army Corps of Engineers - IEPA - Lake County SMC - Village of Buffalo Grove 12 <5 12 RR-3 3 15 15 PROJECT: LOT 15 CORPORATE GROVE PERMIT #: ILR10ZALS PROJECT: LOT 15 CORPORATE GROVE PERMIT #: ILR10ZALS P E R V I L L A G E O F B U F F A L O G R O V E 0 5 / 2 5 / 2 1 1 soils for major portions of the construction site: B. The following is a description of the intended sequence of construction activities which will disturb to construct a light industrial/warehouse building with the required utilities and parking. A. The following is a description of the nature of the construction activity: Removal of existing parking 1. SITE DESCRIPTION subcontractor that will implement a measure of the SWPPP. construction site activity. In addition, the SWPPP shall be amended to identify any new contractor and/or otherwise achieving the general objectives of controlling pollutants in storm water discharges associated with shall also be amanded if it proves to be ineffective in eliminating or significantly minimizing pollutants, or in of pollutants to the Waters of the State and which has not otherwise been addressed in the SWPPP. The SWPPP, construction, operation, or maintenance, which has a significant effect on the potential for the discharge Plan (SWPPP). The SWPPP, including the SESC Plan, should be amended whenever there is a change in design, SESC Plan should be maintained on site as an integral component of the Storm Water Pollution Prevention of the National Pollutant Discharge Elimination System (NPDES) General Permit No. ILR10ZALS. The This Soil Erosion & Sediment Control (SESC) Plan has been prepared to fulfill one of the requirements 1 1 102 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N:\Projects\11042\ENG\11042SE01.dgn Default User=jlewis 8.D.c Packet Pg. 72 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 3-11-93 Project Designed Checked Approved Date Date Date IL-555 INLET PROTECTION - EXCAVATED DRAIN PLAN 1. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to 1/2 the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. 2. The sediment trap shall be removed and the area stabilized when the constructed drainage area has been properly stabilized. 3. All cut slopes shall be 2:1 or flatter. L = W = D= Inlet A A 1 Weep Holes For Dewatering Drain inlet PLAN VIEW TYPICAL SECTION A-A NOTES: Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 9-15-93 Project Designed Checked Approved Date Date Date IL-610 PIPE OUTLET TO FLAT AREA NOTES: 1.The filter fabric shall meet the requirements in material specifications 592 GEOTEXTILE Table 1 or 2, class , or . 2.The rock riprap shall shall meet the IDOT requirements for the 3.The riprap shall be placed according to construction specification 61 LOOSE ROCK RIPRAP. The rock may be equipment placed. W = 2 1 La = Geotextile d A A PLAN SECTION A-A Pipe Outlet To Flat Area No Well-defined Channel following gradation: RR , Quality . I II III Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 8-18-94 Project Designed Checked Approved Date Date Date IL-611 PIPE OUTLET TO CHANNEL Dia. = W = Pipe Outlet To Well-Defined Channel d = La = Filter Fabric PLAN SECTION A-A NOTES: 1.The filter fabric shall meet the requirements in material specification 592 GEOTEXTILE Table 1 or 2, Class , or . 2.The rock riprap shall meet the IDOT requirements for the following gradation . 3.The riprap shall be placed according to construction specification 61 LOOSE ROCK RIPRAP. The rock may be equipment placed. I II III AA Bury End Of Fabric 12" Min. Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 4-7-94 Project Designed Checked Approved Date Date Date IL-690 TREE PROTECTION - FENCING NOTES: 1.The fence shall be located a minimum of 1 foot outside the drip line trunk of any tree. 2.Fence posts shall be either standard steel posts or wood posts with a minumum cross sectional area of 3.0 sq. in. 3.The fence may be either 40" high snow fence, 40" plastic web fencing or any other material as approved by the engineer/inspector. 6' Max 4 0 " M in 1 8 " M in Ground Surface Fence Drip Line SIDE VIEW POST AND FENCE DETAIL Post Natural Resources Conservation Service of the tree to be saved and in no case closer than 5 feet to the 1' Min 2'-0" O.C. 2'-0" O.C. 8' D 2 " D D 6" 3" OF INSTALLED CURLEX SEDIMENT LOGS (D)(ft) DISTANCE BETWEEN CHANNEL BOTTOM AND TOP GRADIENT (%) CHANNEL X 100 = CURLEX SEDIMENT LOGS SPACING (ft)R R BETWEEN CURLEX SEDIMENT LOGS RECOMMENDED PLACEMENT INTERVAL R DATENO.BY REVISIONS PROJECT SHEET DESCRIPTION SHEET NO. DRAWN BYDATE PROJECT NO.SCALE MANAGER APPROVED BY: CHECKED BY: CURLEX SEDIMENT LOGS DITCH/CHANNEL APPLICATION DETAIL AMERICAN EXCELSIOR COMPANY ARLINGTON, TEXAS R RECOMMENDED FOR 20" SEDIMENT LOGS. " X 48" WOODEN STAKES ARE 81" X 1 8 11 FOR 6", 9", AND 12" SEDIMENT LOGS. " X 30" WOODEN STAKES ARE RECOMMENDED 8 1" X 1 8 11 UNCONSOLIDATED SOILS. NOTE: TRENCH OPTION IS MOST APPLICABLE IN LOOSE, DETAIL 3/4 & 4/4 WOOD STAKE, SEE CURLEX SEDIMENT LOGS TOE OF SLOPE, BOTH SIDES STAKE TO BE PLACE AT R R SEE DETAIL 5/4 WOOD STAKE, CURLEX SEDIMENT LOGS GUIDE FOR DETAILS CURLEX STAPLE PATTERN CHANNEL BLANKET, SEE EDGE STAPLE PATTERN ALONG SEE DETAIL 6/4 FOR 2'-0" TOE OF SLOPE, BOTH SIDES STAKE TO BE PLACE AT EDGE STAPLE PATTERN ALONG SEE DETAIL 6/4 FOR R R FLOW CURLEX SEDIMENT LOGS WOOD STAKE 1 6 " M IN IM U M NOT CURLEX MATERIAL PENETRATE NETTING, WOOD STAKE TO ONLY R R BOTTOM CHANNEL FLOW NOT CURLEX MATERIAL PENETRATE NETTING, WOOD STAKE TO ONLY TRENCH R 1 6 " M IN IM U M BOTTOM CHANNEL CURLEX SEDIMENT LOGS WOOD STAKE R FLOW CURLEX SEDIMENT LOGS WOOD STAKE 1 6 " M IN IM U M NOT CURLEX MATERIAL PENETRATE NETTING, WOOD STAKE TO ONLY R R BLANKET TOP OF CURLEX BOTTOM CHANNEL R DIRECTION OF FLOW PARALLEL WITH STAPLES SHOULD BE DETAIL (NO BLANKET) CURLEX SEDIMENT LOGS DETAIL (WITH BLANKET) CURLEX SEDIMENT LOGS 2 4 1 4 (NO TRENCH) STAKE DETAILS 3 4 (NO TRENCH) STAKE DETAILS 5 4 (WITH TRENCH) STAKE DETAILS 4 4 PLAN CHANNEL TERMINATION NO SCALE NO SCALENO SCALE NO SCALE NO SCALE NO SCALE 6 4 PLAN CODE:EB PLAN CODE: PLAN CODE: PLAN CODE: PLAN CODE: PLAN CODE:PLAN CODE: PLAN CODE:PLAN CODE:PLAN CODE: PLAN CODE: IP TEMPORARY CONCRETE WASHOUT FACILITY - BARRIER WALL D r a w in g N o . F ile N o . Drawn Designed Checked Approved DateS h e e t 3 o f 3 B. JOHNSON IU M- 6 5 4 B W 6/08 BARRIER WALL ANCHOR SECTION (ANCHOR EVERY 2' ON TOP OF BARRIER) SANDBAG Sandbag Anchor Native Soil BARRIER WALL Barrier Wall 30-Mil Polyethylene 3' Min 10' Min 1 0 ' M i n PLAN VIEW 2' Max Sandbag 30-MIL POLYETHYLENE washout becomes two-thirds full. 2. Facility shall be cleaned or reconstructed in a new area once returning the faciliities to a functional condition. removing and disposing of hardend concrete and/or slurry and 1. Maintaining temporary concrete washout facilities shall include NOTES: AREA WASHOUT CONCRETE 48" X 24" Min. Plywood or Aluminum Letters 6" Min. Height SIGN DETAIL 3 . 5 ' M i n . 2 . 5 ' 6' Steel Post Min. 4"x4"x6' Wood Post or TEMPORARY CONCRETE WASHOUT FACILITY - EARTHEN TYPE D r a w in g N o . F ile N o . Drawn Designed Checked Approved DateS h e e t 2 o f 3 B. JOHNSON IU M- 6 5 4 E T 6/08 EARTHEN BERM ANCHOR SECTIONS (ANCHOR EVERY 2' AT TOP OF SLOPE) 6" WIRE STAPLE OR SANDBAG Sandbag Anchor Native Soil EARTHEN BERM Berm 30-Mil Polyethylene 3' Min 10' Min 1 0 ' M i n PLAN VIEW 2' Max SUBGRADE ANCHOR SECTIONS Sandbag Anchor Native Soil 30-Mil Polyethylene Cut 3' Min Existing Ground Elevation 6" Wire Staple or Sandbag 30-MIL POLYETHYLENE 6" Wire Staple or Sandbag washout becomes two-thirds full. 2. Facility shall be cleaned or reconstructed in a new area once returning the faciliities to a functional condition. removing and disposing of hardend concrete and/or slurry and 1. Maintaining temporary concrete washout facilities shall include NOTES: AREA WASHOUT CONCRETE 48" X 24" Min. Plywood or Aluminum Letters 6" Min. Height SIGN DETAIL 3 . 5 ' M i n . 2 . 5 ' 6' Steel Post Min. 4"x4"x6' Wood Post or TEMPORARY CONCRETE WASHOUT FACILITY - STRAW BALE wooden stakes. 3. Each straw bale is to be staked in place using (2) 2"x2"x4' washout becomes two-thirds full. 2. Facility shall be cleaned or reconstructed in a new area once returning the faciliities to a functional condition. removing and disposing of hardend concrete and/or slurry and 1. Maintaining temporary concrete washout facilities shall include NOTES: D r a w in g N o . F ile N o . Drawn Designed Checked Approved DateS h e e t 1 o f 3 B. JOHNSON IU M- 6 5 4 S B 6/08 AREA WASHOUT CONCRETE 48" X 24" Min. Plywood or Aluminum Letters 6" Min. Height SIGN DETAIL STRAW BALE ANCHOR SECTIONS Liner Anchor 6" Wire Staple or Sandbag 30-MIL POLYETHYLENE STRAW BALE Straw Bale 3' Min 10' Min 1 0 ' M i n PLAN VIEW Native Soil 2' Max 3 . 5 ' M i n . 30-Mil Polyethylene Entrench 3" 2 . 5 ' 6' Steel Post Min. 4"x4"x6' Wood Post or (ANCHOR EVERY 2') 6" WIRE STAPLE OR SANDBAG LA LA FF FF CW CW CW DC S O I L E R O S I O N A N D S E D I M E N T C O N T R O L P L A N SE2 9 SE02 PRPLAN CODE: REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 8-11-94 Project Designed Checked Approved Date Date Date IL-650 SUMP PIT PLAN NOTES: 1.Pit dimensions are optional. 2.The standpipe will be constructed by perforating a 12"-24" diameter corrugated metal or PVC pipe. 3.A base of 2" aggregate will be placed in the pit to a minimum depth of 12". After installing the standpipe, the pit surrounding the standpipe will then be backfilled with 2" aggregate. 4.The standpipe will extend 12" to 18" above the lip of the pit. 5.If discharge will be pumped directly to a storm drainage system, the standpipe will be wrapped with filter fabric before installation. If desired, 1/4"-1/2" hardware cloth may be placed around the standpipe prior to attaching the filter fabric. This will increase 1 2 " M in 12" To 18" Clean Water discharge Side Slope Optional 2" Aggregate 12" To 24" Diameter Corrugated Metal Or PVC Perforated Pipe SECTION 6. the rate of water seepage into the pipe. Natural Resources Conservation Service PLAN CODE:SP N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N:\Projects\11042\ENG\11042SE02.dgn Default User=jlewis 8.D.c Packet Pg. 73 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 30" nail 3 643.64TC646.08646.38TC646.10646.24TC646.12646.28646.05TC646.20646.26646.23TC646.29646.69646.89TC646.33TC646.32647.07TC646.33TC646.84647.20TC646.76TC646.61647.10TC646.62TC646.43646.84TC646.36TC646.08646.58TC646.07TC645.84646.40TC645.87646.36TC645.93646.47TC645.92646.47647.39647.42646.94640.44640.50bb 164 642.52647.47647.65646.62648.14646.82643.61644.93645.08645.54646.25646.08645.27bb 177 643.63645.74646.62646.84646.48644.52642.11640.41642.08640.45642.25640.42640.46642.30642.80640.31640.38642.32644.70646.32646.18646.59644.64642.20640.48640.41642.29644.76646.43644.84el wl5nw 213 642.30641.86640.39644.61646.43645.81645.28644.19642.76642.55642.06642.16642.01640.48640.41640.34640.48640.47644.47645.55642.01640.43644.10646.00646.88646.80644.84641.84640.38640.33641.94643.91646.40640.64641.67644.77646.06644.73644.20647.65647.92647.04645.30646.28645.89645.94646.28646.82646.72647.53647.78647.76647.64646.59646.62645.60645.57640.42tr10 325 645.48TC648.45648.02TC648.51648.12648.15TC648.54TC648.11TC647.48647.26TC647.98TC647.59TC647.09TC646.66640.31645.11645.63645.46645.28640.42640.38645.35645.57TC646.39647.50647.89647.80648.47648.15647.32647.14646.79646.44646.99646.84647.51647.89647.12647.31647.85649.78649.45646.84646.11646.14TC646.46645.44645.21644.71638.69TC645.70644.66644.39643.98643.90643.80643.59643.71643.63643.48643.29643.46643.67638.73643.20643.10643.46643.31642.89642.86642.89641.99642.04641.92638.75TC646.93647.36TC647.36TC647.50TC647.04646.34639.97639.84640.20639.93638.77641.87646.28643.68640.08639.86638.79646.12642.91643.45641.38645.52645.15643.28644.34643.18643.83643.68644.56643.32640.25640.19640.17643.91644.36643.97640.06640.18640.46640.33641.28638.63639.86640.95640.14640.00638.77640.61640.03639.90638.68638.68639.80639.93640.47640.58639.91639.66638.70638.74639.71639.98643.48644.00640.81640.19639.99638.78638.55640.14640.25644.1836" 10"X3 16" 20" 30" 30" 10" 9"x3 12" 14" SANITARY STRUCTURE RIM 646.30 INV 636.24 521.84 3 1 2 .9 9 SANITARY STRUCTURE RIM 646.04 INV 636.67 SANITARY STRUCTURE RIM 646.53 INV 632.69 inv 804 638.50 4 2 3. 5 9 (REC ARC 325.67 RAD 2166.94) (REC CHORD 325.37 ) LOT 16 LOT 14 2 0 F O O T S A NI T A R Y S E W E R E A S E M E N T ( D O C 1 7 8 8 8 8 7) 2 0 F O O T E A S E M E N T F O R M U NI CI P A L U TI LI TI E S A N D S E R VI C E S ( D O C 2 3 0 5 0 5 9) 1 0 F O O T M U NI CI P A L BI K E P A T H PRIVATE WATER DETENTION EASEMENT (DOC 2305059) PRIVATE WATER DETENTION EASEMENT (DOC 2305059) 5 FOOT PUBLIC UTILITY EASEMENT (DOC 2305059) 50 FOOT BUILDING LINE R E T E N T IO N P O N D R ETE N TI O N P O N D W A T E R E L E V A T IO N O N 7 -4 -2 0 1 8 = 6 4 0 .2 W A T E R E L E V A TI O N O N 7-4-2018 = 638.7 E D G E O F W A T E R E D G E O F W A T E R EDGE OF WATER EDGE OF W ATER EDGE OF W ATER WATER VALVE TWM 640.15 UTILITY CABINET UTILITY CABINET ON POST TRANSFORMER UTILITY CABINET FOUND IRON PIPE SET IRON PIPE 15' WESTERLY FOUND IRON PIPE FOUND IRON PIPE BUSCH PARKWAY B A R C L A Y B O U L E V A R D R = 360.46' LOT 3 BARCLAY STATION SUBDIVISION 6 6 8 8 10 11 11 13 15 B L A C K T O P P A T H B L A C K T O P P A T H BLACKTOP BLACKTOP PATH 80' ROW W O O D R E T AI NI N G W A L L RESERVATION OF EASEMENT FOR UTILITIES BETWEEN THE BUILDING LINE AND PROPERTY LINE AS PER DOCUMENT 3800084 17 639 639 639 639 639 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 6 3 9 640 640 640 640 640 640 640 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 0 6 4 06 4 0 641 641 641 6 4 1 6 4 1 6 4 1 641 641 6 4 1 641 641 641 641 641 641 641 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 642 642 6 4 2 642642 64 2 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 6 4 2 642 642 642 642 642 642 643 643643 643 6 4 3 6 4 3 6 4 3 643 6 4 3 643 6 4 3 643 643 6 4 3 6 4 3 6 4 3 6 4 3 6 4 3 643 643 643 643 6 4 3 644 6 4 4 6 4 4 6 4 4 6 4 4 644 644 644 644 644 644 6 4 4 6 4 4 6 4 4 6 4 4 644644644 6 4 4 645 6 4 5 6 4 5 6 4 5 645 645 6 4 5 645 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 4 5 645 6 4 5 6 4 5 AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.42AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.48FL645.49FL645.49FL645.58AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.62FL645.66FL645.66FL645.67AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.81FL645.88FL645.89FL645.92FL645.93FL645.94AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL645.98AeccDbCogoPoint (AeccLand130)FL645.98646 6 4 6 646 646 646 646 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 646 646 646 646 646 646 646 646 646 646 646 646 646 646 AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130) AeccDbCogoPoint (AeccLand130)FL646.15FL646.18FL646.19FL646.23FL646.26FL646.34FL646.40FL646.50FL646.62FL646.66FL646.896 4 7 647 647 6 4 7 647 647 647 647 6 4 7 647 647 647 647FL647.01FL647.05FL647.11FL647.56FL647.73648 648648 6486 4 8 6 4 8 6 4 8FL648.02FL648.07649 6 4 9 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 649 648 647 647 648 648 6 4 8 6 4 8 6 4 4 6 4 5 6 4 6 6 4 7 6 4 8 6 4 9 6 4 8 6 4 7 6 4 6 646 647 648 6 4 7 649 648 647 100 YR FPE = 644.75 100 YR FPE = 644.75 100 Y R FP E = 644.75 1 0 0 Y R F P E = 6 4 4. 7 5 1 0 0 Y R F P E = 6 4 4 . 7 5 N SCALE 1" = 20' 0 20 40 10 S O I L E R O S I O N A N D S E D I M E N T C O N T R O L P L A N SE3 SE03 S-75 EROSION CONTROL BLANKET NORTH AMERICAN GREEN SYMBOL LEGEND STABILIZED CONSTRUCTION ENTRANCE SILT FENCE PAVING PERMANENT SEEDING LINED APRON CONCRETE PAVEMENT P PS LA CP LAYOUT. OF CONTROL MEASURES. ACTUAL FIELD MAY DIFFER RESPONSIBLE FOR FINAL LAYOUT AND DEPLOYMENT 5. TO BE USED AS A GUIDE ONLY. CONTRACTOR IS 4. GREEN SPACE SHALL BE FINISHED WITH 6" TOPSOIL. SLOPE IS GREATER THAN 6:1. BLANKET SHALL BE INSTALLED IN ALL AREAS WHERE 3. NORTH AMERICAN GREEN S-75 EROSION CONTROL OF CONCRETE WASHOUT. 2. CONTRACTOR SHALL FIELD DETERMINE LOCATION STABLIZATION WITH LANDSCAPE ARCHITECT PLANS. 1. CONTRACTOR SHALL COORDINATE FINAL NOTES: CONCRETE WASHOUTCW CW IP IP IP IP IP LA IP INLET PROTECTION FLOATING SILT CURTAIN CP CP CP PS FEMA FLOOD PROFILE 04P FOR APTAKISIC CREEK FEMA TABLE 13 FOR APTAKISIC CREEK 17097C0266K REVISED SEPTEMBER 18, 2013 BASED ON FEMA FIRM MAP NUMBER EXISTING BASE FLOOD ELEVATION=644.75± BUFFER WETLAND 50' EXISTING BOUNDARY WETLAND EXISTING BOUNDARY FLOODWAY EXISTING 1 0 5 / 2 5 / 2 1 P E R V I L L A G E O F B U F F A L O G R O V E LOCATION STOCKPILE TEMPORARY 1 PR TO RESTORE AREA TO EXISTING CONDITIONS AREA OR NATURALIZED SEED MIX AS NECESSARY OF LANDSCAPING AND SOIL WITHIN DISTURBED METHODS FOR REMOVAL AND REPLACEMENT CONTRACTOR SHALL USE STRATIFICATION IMPACTS PIPE SHALL BE ADHEREDTO WITH MINIMAL ARE PROPOSED. EXISTING FOOTPRINTS OF IMPACTS ONLY NO PERMANENT IMPACTS DISTURBANCE TO INCLUDE TEMPORARY AND THE USACE PER THE REQUIREMENTS OF LAKE COUNTY AFTER COMPLETION OF PIPE MAINTENANCE BE RESTORED TO EXISTING CONDITIONS BUFFER AND WETLAND SHALL ALL DISTURBED AREAS WITHIN PIPE DAYLIGHTS TO WETLAND FUNCIONALITY. EXISTING TO RESTORE PROPER MAINTENANCE REQUIRED EXISTING OUTFALL TO RESTORE AREA TO EXISTING CONDITIONS AREA OR NATURALIZED SEED MIX AS NECESSARY OF LANDSCAPING AND SOIL WITHIN DISTURBED METHODS FOR REMOVAL AND REPLACEMENT CONTRACTOR SHALL USE STRATIFICATION IMPACTS PIPE SHALL BE ADHEREDTO WITH MINIMAL ARE PROPOSED. EXISTING FOOTPRINTS OF IMPACTS ONLY NO PERMANENT IMPACTS DISTURBANCE TO INCLUDE TEMPORARY AND THE USACE PER THE REQUIREMENTS OF LAKE COUNTY AFTER COMPLETION OF PIPE MAINTENANCE BE RESTORED TO EXISTING CONDITIONS BUFFER AND WETLAND SHALL ALL DISTURBED AREAS WITHIN PIPE DAYLIGHTS TO WETLAND FUNCIONALITY. EXISTING TO RESTORE PROPER MAINTENANCE REQUIRED EXISTING OUTFALL BOUNDARY 100 YR FPE=644.75' PROPOSED FLOODPLAIN CP CP CP 2 0 6 / 2 5 / 2 1 R E V I S I O N S P E R O W N E R N:\Projects\11042\ENG\11042SE03.dgn Default User=jlewis 8.D.c Packet Pg. 74 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 1. GENERAL 2. TOPSOIL EXCAVATION INCLUDES: 3. EARTH EXCAVATION INCLUDES: 4. UNSUITABLE MATERIAL 5. MISCELLANEOUS THE CONTRACTOR SHALL: 6. TESTING AND FINAL ACCEPTANCE EARTHWORK NOTES RETAINING EMBANKMENTS ARE PROPERLY CONSTRUCTED. THE DEVELOPER PAYS FOR ALL GEOTECHNICAL SERVICES. SUBGRADES ARE PROPERLY PREPARED, PROOF ROLLING SUBGRADES AND BASE COURSES, AND ENSURING THAT ALL WATER MATERIALS ARE REMOVED, ALL STRUCTURAL FILL MATERIALS ARE PROPERLY PLACED AND COMPACTED, ALL PAVEMENT THE GEOTECHNICAL FIELD (SOILS ENGINEER). THIS ENGINEER WILL BE RESPONSIBLE FOR ENSURING THAT ALL UNSUITABLE I. ALL EARTHWORK SHALL BE DONE UNDER THE SUPERVISION OF AN ILLINOIS LICENSED ENGINEER WHO SPECIALIZES IN DISPOSED OF OFF-SITE BY THE CONTRACTOR. H. EXCESS MATERIALS, IF NOT UTILIZED AS FILL, SHALL BE COMPLETELY REMOVED FROM THE CONSTRUCTION SITE AND DISTURBED. BRANCHES) SHALL BE WITHIN THE FENCE LIMITS. THE EXISTING GRADE WITHIN THE FENCED AREA SHALL NOT BE THE DIAMETER OF WHICH SHALL BE SUCH THAT THE ENTIRE DRIP ZONE (EXTENT OF FURTHEST EXTENDING TREE DESIGNATED TO BE PRESERVED. SAID FENCE SHALL BE PLACED IN A CIRCLE CENTERED AROUND THE TREE, G. PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES, THE CONTRACTOR SHALL ERECT A "SNOW FENCE" AROUND ANY GRADING BEGINS. A MUNICIPAL EROSION CONTROL INSPECTION MAY BE REQUIRED BEFORE ANY EARTHWORK IS PERFORMED. SILT AND FILTER FENCING, ETC. TO PROTECT ADJACENT PROPERTY, WETLANDS, ETC. SHALL OCCUR BEFORE CONTROL MEASURES". THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES AND THE PLACEMENT OF F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE "SOIL EROSION AND SEDIMENTATION TO IMPLEMENTATION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR DEWATERING DURING CONSTRUCTION. E. PLANS FOR THE SITE DEWATERING, IF EMPLOYED, SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER PRIOR THEREOF. FINAL GRADES SHALL BE PROTECTED AGAINST DAMAGE FROM EROSION, SEDIMENTATION AND TRAFFIC. POSSIBLE ADDED COMPENSATION REQUESTED DUE TO DELAYS OR UNSUITABLE MATERIALS CREATED AS A RESULT RUNNING INTO OR STANDING IN EXCAVATED AREAS. THE FAILURE TO PROVIDE PROPER DRAINAGE WILL NEGATE ANY D. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION, AND PREVENT STORMWATER FROM ELEVATIONS AND THAT PAVEMENT THICKNESS, TOPSOIL, ETC. MUST BE SUBTRACTED TO DETERMINE SUBGRADE ELEVATIONS. C. THE CONTRACTOR WILL NOTE THAT THE ELEVATIONS SHOWN ON THE CONSTRUCTION PLANS ARE FINISHED GRADE WILL BE RECOGNIZED UNLESS ORDERED IN WRITING BY THE OWNER. CONTRACTOR SHALL BE CONSIDERED AS LUMP SUM FOR THE COMPLETE PROJECT. NO CLAIMS FOR EXTRA WORK QUANTITIES AND APPRAISE HIMSELF OF ALL SITE CONDITIONS. THE CONTRACT PRICE SUBMITTED BY THE SCOPE OF THE COMPLETED PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL MATERIAL B. ANY QUANTITIES IN THE BID PROPOSAL ARE INTENDED AS A GUIDE FOR THE CONTRACTOR'S USE IN DETERMINING THE THE CONTRACTOR SHALL OBTAIN AND READ THE GEOTECHNICAL REPORTS AVAILABLE FROM THE OWNER. A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE SOIL AND GROUNDWATER CONDITIONS AT THE SITE. E. MODERATE COMPACTION IS REQUIRED IN NON-STRUCTURAL FILL AREAS. WHERE SHOWN ON THE PLANS OR DIRECTED BY THE OWNER. D. TOPSOIL RESPREAD SHALL INCLUDE HAULING AND SPEADING 6" OF TOPSOIL OVER AREAS TO BE LANDSCAPED AREAS OR DISPOSED OF OFF-SITE. MATERIAL BETWEEN THE TOPSOIL AND CLAY. THE TRANSITIONAL MATERIAL SHALL BE USED IN NON-STRUCTURAL FILL C. TOPSOIL STOCKPILED FOR RESPREAD SHALL BE FREE OF CLAY AND SHALL NOT CONTAIN ANY OF THE TRANSITIONAL CONTROL MEASURES FOR STOCKPILE. LANDSCAPED, AND THOSE AREAS NOT REQUIRING STRUCTURAL FILL MATERIAL. PROVIDE NECESSARY EROSION B. PLACEMENT OF THE EXCAVATED MATERIAL IN OWNER DESIGNATED AREAS FOR FUTURE USE WITHIN AREAS TO BE REMOVED PRIOR TO STRIPPING TOPSOIL OR FILLING AREAS. WILL REQUIRE EARTH EXCAVATION OR COMPACTED EARTH FILL MATERIAL. EXISTING VEGETATION SHALL BE A. EXCAVATION OF TOPSOIL AND OTHER STRUCTURALLY UNSUITABLE MATERIALS WITHIN THOSE AREAS THAT CONTRACT UNIT PRICE PER CUBIC YARD OF EARTH EXCAVATION. EXCAVATED MATERIALS NOT NEEDED FOR THIS JOB SITE SHALL BE LEGALLY DISPOSED OF. PAYMENT SHALL BE MADE AT THE COMPUTED BY THE END AREA METHOD AS PROVIDED FOR IN SECTION 202 OF THE STANDARD SPECIFICATIONS. D. EXCAVATION: QUANTITIES OF EARTH EXCAVATION INDICATED ELSEWHERE IN THIS CONTRACT HAVE BEEN MODIFIED PROCTOR WITHIN PROPOSED BUILDING PAD AREAS. DRY DENSITY WITHIN PROPOSED PAVEMENT AREAS, SIDEWALK, ETC. COMPACTION SHALL BE AT LEAST 95% OF THE C. COMPACTION OF THE CLAY AND OTHER SUITABLE MATERIALS, SHALL BE TO AT LEAST 93% OF THE MODIFIED PROCTOR SPECIFICALLY DIRECTED BY A SOILS ENGINEER WITH THE CONCURRENCE OF THE OWNER. HOWEVER, THIS MATERIAL SHALL NOT BE PLACED OVER TOPSOIL OR OTHER UNSUITABLE MATERIALS UNLESS FILL, TO WITHIN SIX (6) INCHES OF THE PLAN FINISHED GRADE ELEVATION. IN AREAS REQUIRING STRUCTURAL FILL, STRUCTURAL FILL MATERIAL MAY BE PLACED WITHIN THOSE PORTIONS OF THE SITE NOT REQUIRING STRUCTURAL WATER CONTENT SHALL BE ADJUSTED IN ORDER TO ACHIEVE REQUIRED COMPACTION. MATERIAL SHALL BE PLACED IN LOOSE LIFTS THAT SHALL NOT EXCEED EIGHT (8) INCHES IN THICKNESS, AND THE FILL IN ORDER TO ACHIEVE THE PLAN SUBGRADE ELEVATIONS TO WITHIN A TOLERANCE OF 0.1 FEET. THE FILL B. PLACEMENT OF THE CLAY AND OTHER SUITABLE MATERIALS SHALL BE WITHIN THOSE AREAS REQUIRING STRUCTURAL "BALANCE" DURING THE FINE GRADING OPERATION. DRAINAGE. THE TOLERANCE WITHIN PAVEMENT AREAS SHALL BE SUCH THAT THE EARTH MATERIALS SHALL SHALL BE TO WITHIN A TOLERANCE OF 0.1 FEET OF THE PLAN SUBGRADE ELEVATIONS WHILE MAINTAINING PROPER A. EXCAVATION OF CLAY AND OTHER MATERIALS WHICH ARE SUITABLE FOR USE AS STRUCTURAL FILL. THE EXCAVATION WITH THE CONCURRENCE OF THE OWNER. ELEVATION. THE DECISION TO REMOVE SAID MATERIAL, AND TO WHAT EXTENT, SHALL BE MADE BY A SOILS ENGINEER AND BUILDING CONSTRUCTION, AND IS ENCOUNTERED BELOW NORMAL TOPSOIL DEPTHS AND THE PROPOSED SUBGRADE UNSUITABLE MATERIAL SHALL BE CONSIDERED AS MATERIAL WHICH IS NOT SUITABLE FOR THE SUPPORT OF PAVEMENT WILL NOT BE ALLOWED. BACKFILLED TRENCHES MEET THE DENSITY REQUIREMENTS. JETTING OF TRENCHES FOR COMPACTION COMPACTION MAY BE WAIVED IF, IN THE OPINION OF THE SOILS ENGINEER AND THE MUNICIPAL ENGINEER, THE THE SOILS ENGINEER UNTIL PROPER COMPACTION IS ACHIEVED. THE REQUIREMENT FOR MECHANICAL E. TRENCH COMPACTION: ALL TRENCHES SHALL BE COMPACTED BY MECHANICAL TECHNIQUES APPROVED BY MATERIAL. THE CURBS SHALL NOT BE BACKFILLED UNTIL THE CONCRETE HAS CURED FOR AT LEAST 7 DAYS. D. BACKFILL THE CURB AND GUTTER AFTER ITS CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BASE COURSE ACHIEVING THE SPECIFIED COMPACTION. C. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO ADJUST THE MOISTURE CONTENT FOR THE PURPOSE OF APPLIES TO CUT AREAS AS WELL AS FILL AREAS. SUITABLE SUBGRADE MATERIAL, IN ALL AREAS THAT MAY BE SOFT DUE TO EXCESS MOISTURE CONTENT. THIS B. SCARIFY, DISC, AERATE, AND COMPACT, TO THE DEGREE SPECIFIED, THE UPPER TWELVE (12) INCHES OF THE THE UNDERGROUND IMPROVEMENTS. A. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED ALL EXCESS TRENCH SPOIL AFTER COMPLETION OF OF CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE. C. ANY TESTING THAT IS REQUIRED OF THIS CONSTRUCTION IS CONSIDERED INCIDENTAL TO THE COST SUITABLE MATERIAL, OR OTHERWISE CORRECTED, APPROVED BY THE SOILS CONSULTANT. B. ANY UNSUITABLE AREA ENCOUNTERED AS A RESULT OF PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH THIS SHALL BE WITNESSED BY MUNICIPAL ENGINEER AND THE OWNER. SEE PAVING SPECIFICATION. ROLLING THE PAVEMENT SUBGRADE PRIOR TO THE PLACEMENT OF THE CURB AND GUTTER AND THE BASE MATERIAL. A. THE CONTRACTOR SHALL PROVIDE AS A MINIMUM, A FULLY LOADED SIX-WHEEL TANDEM AXLE TRUCK FOR PROOF PAINT MARKINGS MAY BE INSTALLED WHEN THE AIR TEMPERATURE IS 50° F AND RISING. 9. THERMOPLASTIC MARKINGS SHALL BE INSTALLED WHEN THE PAVEMENT TEMPERATURE IS 55° F AND RISING. MODIFIED BY THE PLANS. 8. COLOR, WIDTH, STYLE, AND SIZE OF ALL MARKINGS SHALL BE IN ACCORDANCE WITH (MUTCD) EXCEPT AS NOT REQUIRED. PAINT IN ACCORDANCE TO (SSRBC) SECTION 780, EXCEPT AS MODIFIED BY THE PLANS. REFLECTIVE BEADS ARE 7. PAVEMENT MARKINGS ON BIKE PATHS, PARKING LOT STALLS, AND SIMILAR "LOW WEAR" APPLICATION, SHALL BE CONCRETE PAVEMENT - CHECK WITH AGENCY WHO WILL MAINTAIN ROAD.] EXCEPT AS MODIFIED BY THE PLANS. [NOTE TO ENGINEER: IDOT PREFERS REFLECTORIZED PAINT ON CROSSWALKS AND DIRECTIONAL ARROWS SHALL BE REFLECTORIZED THERMOPLASTIC PER (SSRBC) SECTION 780, 6. PAVEMENT MARKINGS: ALL PAVEMENT MARKINGS IN THE ROADWAY LIMITS, SUCH AS STOP LINES, CENTERLINES, STANDARD 729001 EXCEPT AS MODIFIED BY THE PLANS. 5. SIGNS AND POSTS SHALL BE INSTALLED IN ACCORDANCE WITH THE ABOVE (SSRBC) SECTIONS AND IDOT A TYPE B METAL POST PER (SSRBC) SECTION 729 [OR: 2" PERFORATED STEEL TUBE PER (SSRBC) SECTION 728]. 4. POSTS: SIGN POSTS SHALL BE A HEAVY DUTY STEEL "U" SHAPED CHANNEL WEIGHING 3.0 POUNDS/FOOT SUCH AS MUTCD AND AS SHOWN ON THE PLANS. LEGEND ON THE FACE IN ACCORDANCE WITH (SSRBC) SECTION 720. LEGEND SHALL BE IN ACCORDANCE WITH 3. SIGNS: SIGNS SHALL BE CONSTRUCTED OF 0.080 INCH THICK FLAT ALUMINUM PANELS WITH REFLECTORIZED TO INSTALLATION. 2. CONTRACTOR SHALL ESTABLISH LOCATION OF ALL SIGNS AND MARKINGS FOR APPROVAL BY THE OWNER PRIOR (SSRBC), MUNICIPAL CODE AND THESE PLANS. TRAFFIC CONTROL DEVICES (MUTCD), THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE ILLINOIS MANUAL ON UNIFORM SIGNING AND PAVEMENT MARKING PAVING NOTES SANITARY SEWER NOTES STORM SEWER NOTES WATERMAIN NOTES STORM SEWER NOTES 2. SUB-GRADE PREPARATION 3. CONCRETE WORK 4. FLEXIBLE PAVEMENT 5. TESTING AND FINAL ACCEPTANCE 1. GENERAL AND IN ACCORDANCE WITH THE MUNICIPAL CODE. INSTALLATION SHALL CONFORM TO THE ILLINOIS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION THE SAFE MANAGEMENT OF TRAFFIC WITHIN THE AREA OF CONSTRUCTION. ALL SUCH DEVICES AND THEIR C. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE PROPER BARRICADING, WARNING DEVICES AND THE SOILS ENGINEER IS RESPONSIBLE FOR ENSURING THAT MATERIALS ARE PROPERLY PLACED AND COMPACTED. AGGREGATE BASE COURSE = 95%; BITUMINOUS COURSES = REFER TO SSRBC ARTICLE 406.07. B. COMPACTION REQUIREMENTS: [REFERENCE ASTM D-1557 (MODIFIED PROCTOR)] SUB-GRADE = 93%; SUB-BASE = 93%; CONCRETE PAVEMENT, CURBS AND WALKS; AND FINAL CLEAN-UP AND ALL RELATED WORK. BASE COURSE MATERIALS; BITUMINOUS BINDER AND/OR SURFACE COURSES; FORMING, FINISHING AND CURING A. PAVING WORK INCLUDES FINAL SUBGRADE SHAPING, PREPARATION AND COMPACTION; PLACEMENT OF SUB-BASE OR ENGINEER, SOILS ENGINEER AND/OR OWNER. D. PRIOR TO PLACEMENT OF THE BASE COURSE, ALL SUBGRADES MUST BE APPROVED BY THE MUNICIPAL FOR EXCESS QUANTITY OF BASE MATERIALS DUE TO IMPROPER SUBGRADE PREPARATION WILL BE HONORED. (2) FEET BEYOND THE BACK OF CURB, SO AS TO INSURE THE PROPER THICKNESS OF PAVEMENT COURSES. NO CLAIMS PAVEMENT AREA SHALL BE FINE GRADED TO WITHIN 0.04 FEET (1/2") OF FINAL SUBGRADE ELEVATION, TO A POINT TWO C. PRIOR TO THE CONSTRUCTION OF THE CURB AND GUTTER AND THE PLACEMENT OF THE BASE MATERIAL, THE MAJORITY OF THE AREA. MAXIMUM DEFLECTION ALLOWED IN ISOLATED AREAS MAY BE 1/4" TO 1/2" IF NO DEFLECTION OCCURS OVER THE 4) USE OF GEOTEXTILE FABRIC. 3) REMOVE AND REPLACE WITH GRANULAR MATERIAL. 2) REMOVE AND REPLACE WITH STRUCTURAL CLAY FILL. 1) SCARIFY DISC AND AERATE. THE OWNER OR HIS REPRESENTATIVE. THIS MAY INCLUDE ONE OR MORE OF THE FOLLOWING METHODS: WITNESS ALL PROOF ROLLS. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE CORRECTED IN A MANNER APPROVED BY UNSUITABLE MATERIALS AND/OR EXCESSIVE MOVEMENT. THE SOILS ENGINEER SHALL CONDUCT AND THE VILLAGE SHALL B. PRIOR TO THE PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE PROOF ROLLED AND INSPECTED FOR RESPONSIBILITY FOR THE SUBGRADE. GRADING FOR BASE COURSE CONSTRUCTION, IT IS UNDERSTOOD THAT HE HAS APPROVED AND ACCEPTS THE SPECIFICATIONS. UNLESS THE CONTRACTOR ADVISES THE OWNER AND ENGINEER IN WRITING PRIOR TO FINE AND THAT THE FINISH TOP SUBGRADE ELEVATION HAS BEEN GRADED WITHIN TOLERANCES ALLOWED IN THESE PLAN ELEVATION. THE CONTRACTOR SHALL SATISFY HIMSELF THAT THE SUBGRADE HAS BEEN PROPERLY PREPARED A. EARTHWORK FOR PROPOSED PAVEMENT SUBGRADE SHALL BE FINISHED TO WITHIN 0.1 FOOT, PLUS OR MINUS, OF RESPECTIVE CONCRETE ITEM. I. THE COST OF AGGREGATE BASE OR SUB-BASE UNDER CONCRETE WORK SHALL BE INCLUDED IN THE COST OF THE H. CONCRETE CURING AND PROTECTION SHALL BE IN ACCORDANCE WITH (SSRBC) - METHOD I, II, OR III. OR FORMED CONTRACTION EXPANSION JOINTS SHALL BE AS SHOWN ON THE PLANS. G. STANDARD REINFORCED CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. SAWED AND 15 FOOT MAXIMUM. ADJACENT TO CURBS AND CONCRETE SIDEWALKS. PROVIDE SAWED OR FORMED CONTRACTION JOINT AT MID-POINT 6 WELDED WIRE MESH IN DRIVEWAYS. PROVIDE 1/2 " PREMOLDED FIBER EXPANSION JOINT F. CONCRETE DRIVEWAY APRONS SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. PROVIDE 6" X 6" NO. CONCRETE CURBS, DRIVEWAYS, FOUNDATIONS, ETC. FOOT INTERVALS AND 1/2 " PREMOLDED FIBER EXPANSION JOINTS AT 50 FOOT INTERVALS, AND ADJACENT TO E. CONCRETE SIDEWALK SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. PROVIDE SCORED JOINTS AT 5 COURSE. THE CONCRETE MUST CURE FOR AT LEAST SEVEN DAYS BEFORE THE CURBS ARE BACKFILLED. D. THE CURBS SHALL BE BACKFILLED AFTER THEIR CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BASE FOR DETAIL). BARRIER CURB SHALL ALSO BE DEPRESSED AT DRIVEWAY LOCATIONS. OTHER LOCATIONS AS DIRECTED, FOR THE PURPOSE OF PROVIDING ACCESSIBILITY. (SEE CONSTRUCTION STANDARDS C. CURBS SHALL BE DEPRESSED AT LOCATIONS WHERE PUBLIC WALKS/PEDESTRIAN PATHS INTERSECT CURB LINES, AND HONEY-COMBING OF THE CURB AND GUTTER WILL BE ACCEPTED. JOINTS SHALL BE PROVIDED AT NO GREATER THAN FIFTEEN (15) FOOT INTERVALS BETWEEN EXPANSION JOINTS. NO DOWEL BARS SHALL BE GREASED AND FITTED WITH METAL EXPANSION TUBES. SAWED OR FORMED CONTRACTION BE INSTALLED AT SIXTY (60) FOOT INTERVALS AND AT ALL PC'S, PT'S AND CURB RETURNS. ALTERNATE ENDS OF THE AND GUTTER. PREMOLDED FIBER EXPANSION JOINTS, WITH TWO 3/4" X 18" EPOXY COATED STEEL DOWEL BARS, SHALL TO DETERMINE THE GUTTER FLAG THICKNESS AND THE AGGREGATE BASE COURSE THICKNESS BENEATH THE CURB CONTRACTOR IS CAUTIONED TO REFER TO THE CONSTRUCTION STANDARDS AND THE PAVEMENT CROSS-SECTION B. CONCRETE CURB AND/OR COMBINATION CURB AND GUTTER SHALL BE OF THE TYPE SHOWN ON THE PLANS. THE CONCRETE USED FOR SIDEWALkS. THE FIBERS SHALL BE AS MANUFACTURED UNDER THE NAME "FIBERMESH" OR EQUAL. FILLIBRATED, POLYPROPYLENE OLEFIN FIBERS 0.50 TO 0.75 INCHES IN LENGTH SHALL BE ADDED TO EACH CUBIC YARD OF OF CALCIUM CHLORIDE AND THE SUBSTITUTION OF FLY ASH FOR PORTLAND CEMENT IS PROHIBITED. 1.50 lbs OF COLLATED, (14) DAYS. ALL CONCRETE SHALL BE BROOM FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL. THE ADDITION A MINIMUM OF SIX (6) BAG MIX AND SHALL DEVELOP A MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH AT FOURTEEN WITH AIR ENTRAINMENT OF NOT LESS THAN FIVE (5%) OR MORE THAN EIGHT (8%) PERCENT. CONCRETE SHALL BE A. ALL EXTERIOR CONCRETE SHALL BE PORTLAND CEMENT CONCRETE CLASS SI OR PV PER (SSRBC) SECTION 1020.04 COURSE UNLESS OTHERWISE SPECIFIED BY THE MUNICIPAL ENGINEER OR OWNER. WEATHER ONE (1) WINTER SEASON PRIOR TO THE INSTALLATION OF THE BITUMINOUS CONCRETE SURFACE E. FOR NEW STREETS, THE CONTRACTOR SHALL PERMIT THE BITUMINOUS CONCRETE BINDER COURSE TO D. SEAMS IN BASE, BINDER AND SURFACE COURSE SHALL BE STAGGERED A MINIMUM OF 6". (SSRBC) SECTION 406.02. BINDER COURSE AT A RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARD. TACK COAT SHALL BE AS SPECIFIED IN THE PAVEMENT FOR APPLICATION OF THE SURFACE COURSE. THE TACK COAT SHALL BE UNIFORMLY APPLIED TO THE AND MANPOWER NECESSARY, INCLUDING THE USE OF POWER BROOMS IF REQUIRED BY THE OWNER, TO PREPARE OF THE OWNER PRIOR TO LAYING THE SURFACE COURSE. THE CONTRACTOR SHALL PROVIDE WHATEVER EQUIPMENT DUSTY OR DIRTY. ALL DAMAGED AREAS IN THE BINDER, BASE OR CURB SHALL BE REPAIRED TO THE SATISFACTION C. PRIOR TO PLACEMENT OF THE SURFACE COURSE, THE BINDER COURSE SHALL BE CLEANED, AND TACK COATED IF TO PLACING THE BINDER COURSE. PRIME COAT MATERIALS SHALL BE BITUMINOUS M.C. - 30. AGGREGATE BASE SHALL BE UNIFORMLY PRIME COATED AT A RATE OF 0.4 TO 0.5 GALLONS PER SQUARE YARD PRIOR B. ALL TRAFFIC SHALL BE KEPT OFF THE COMPLETED AGGREGATE BASE UNTIL THE BINDER COURSE IS LAID. THE SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS. CONSIDERED TO BE THE MINIMUM COMPACTED THICKNESS. THE PAVING IS TO BE DONE IN ACCORD WITH THE STANDARD SURFACE COURSE; OF THE THICKNESS AND MATERIALS SPECIFIED ON THE PLANS. THICKNESSES SPECIFIED SHALL BE CONSIST OF AGGREGATE BASE COURSE, TYPE B; BITUMINOUS CONCRETE BINDER COURSE; AND BITUMINOUS CONCRETE SHALL BE AS DETAILED ON THE PLANS. UNLESS OTHERWISE SHOWN ON THE PLANS, THE FLEXIBLE PAVEMENTS SHALL A. THE PAVEMENT MATERIALS FOR BITUMINOUS STREETS, PARKING LOTS, DRIVEWAYS, SIDEWALKS AND PATHS REQUIREMENTS CITED ABOVE. E. FINAL ACCEPTANCE OF THE TOTAL PAVEMENT INSTALLATION SHALL BE SUBJECT TO THE TESTING AND CHECKING ART. 407.10. PLAN THICKNESS. DEFICIENCIES IN THICKNESS SHALL BE ADJUSTED FOR BY THE METHOD DESCRIBED IN (SSRBC), BITUMINOUS CONCRETE PAVEMENT STRUCTURE WITH A CORE DRILL WHERE DIRECTED, IN ORDER TO CONFIRM THE D. WHEN REQUIRED BY THE OWNER OR MUNICIPALITY, THE CONTRACTOR SHALL OBTAIN SPECIMENS OF THE FULL DEPTH DIRECTED, FOR THE PURPOSE OF THICKNESS VERIFICATION. THE OWNER OR MUNICIPALITY, SHALL OBTAIN SPECIMENS OF THE BINDER COURSE WITH A CORE DRILL WHERE C. PRIOR TO PLACEMENT OF THE BITUMINOUS CONCRETE SURFACE COURSE, THE CONTRACTOR, WHEN REQUIRED BY BITUMINOUS CONCRETE BINDER, AND/OR SURFACE COURSE, SHALL BE SUBMITTED FOR VERIFICATION. B. WHEN REQUESTED BY THE OWNER, TEST RESULTS AND DOCUMENTATION FOR THE CONCRETE, BASE COURSE, REQUIREMENTS OF THE MUNICIPALITY. THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS AND THE TESTING MATERIALS ESTABLISHED BY THE OWNER AND/OR MUNICIPALITY. TESTING SHALL BE DONE IN ACCORD WITH A. THE CONTRACTOR SHALL FOLLOW THE QUALITY CONTROL TESTING PROGRAM FOR CONCRETE AND PAVEMENT 1. GENERAL 2. BEDDING: 3. MANHOLES: MANHOLE SHALL HAVE A CONCRETE BENCH POURED TO FACILITATE SMOOTH FLOWS. B. ALL PIPE CONNECTION OPENINGS SHALL BE PRECAST WITH RESILIENT RUBBER WATER TIGHT SLEEVES. THE BOTTOM OF TO LINE UP WITH THE MANHOLE STEPS. ALL MANHOLE STEPS SHALL BE AT 16" O.C. SIMILAR TO NEENAH R-1980. BITUMINOUS OR "O" RING JOINTS, IN ACCORDANCE WITH MUNICIPAL REGULATIONS, AND HAVE AN ECCENTRIC CONE INSTALLED A. SANITARY SEWER MANHOLES SHALL BE 4'-0" I.D. PRECAST CONCRETE SECTIONS CONFORMING TO ASTM D-478 WITH PREFORMED 4. FRAMES AND LIDS: 5. DROP MANHOLE ASSEMBLIES: 6. CLEANING: 7. TESTING: 8. TELEVISING: 9. TEST RESULTS: 10. CERTIFICATION: 11. RECORD DRAWINGS: 1. GENERAL: 2. BEDDING: 3. STRUCTURES: 4. FRENCH DRAIN: 5. CASTINGS: 6. CLEANING: A. THE STORM SEWER SYSTEM SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL INSPECTION AND TESTING. 7. TELEVISING: A. THE STORM SEWER SYSTEM SHALL BE TELEVISED IF REQUIRED BY MUNICIPALITY. 1. PIPE MATERIALS: 2. FITTINGS: 3. WATER SERVICES: CONFORMING TO ASTM B-88 AND B-251, WITH COMPRESSION OR FLARED JOINTS. A. WATER SERVICE PIPE, 2" IN DIAMETER OR SMALLER, SHALL BE TYPE K COPPER WATER TUBING, 4. VALVES: 5. VALVE VAULTS: 6. FIRE HYDRANTS: 7. CORPORATION STOPS: 8. SERVICE BOX: 9. BEDDING: 10. IEPA WATERMAIN PROTECTION: 11. TESTING: AND 18" HORIZONTALLY AWAY FROM THE EDGE OF THE SEWER. b) THE BOTTOM OF A WATER LINE SHALL BE INSTALLED ON A SHELF A MINIMUM OF 18" ABOVE THE TOP OF THE SEWER BEGINNING CONSTRUCTION. a) PERMISSION SHALL BE OBTAINED FROM THE MUNICIPAL ENGINEERING DEPARTMENT IN WRITING PRIOR TO THEN ONLY UNDER THE FOLLOWING RULES: H. NO WATER LINE SHALL BE PLACED IN THE SAME TRENCH AS A SEWER LINE EXCEPT UNDER SPECIAL CIRCUMSTANCES AND REQUIREMENTS AS SPECIFIED IN "WATER MAIN" SECTION. G. WATERMAINS SHALL BE SEPARATED FROM SANITARY SEWERS AND STORM SEWERS IN ACCORDANCE WITH IEPA F. CONNECTIONS TO EXISTING SANITARY SEWER SYSTEM SHALL NOT BE DONE UNTIL AUTHORIZED BY THE MUNICIPALITY. E. ALL FLOOR DRAINS SHALL CONNECT TO THE SANITARY SEWER. D. ALL SANITARY SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN LINE AND GRADE. "BAND-SEAL", "FERNCO", AND "MISSION" TYPE COUPLINGS SHALL NOT BE USED ON ANY SEWER MAIN. C. "BAND-SEAL" OR SIMILAR FLEXIBLE TYPE COUPLINGS SHALL BE USED WHEN CONNECTING SEWER PIPES OF DISSIMILAR MATERIALS. PVC: PRESSURE RATED PVC PIPE MEETING ASTM D-2241 WITH ASTM D-3139 GASKETED JOINT, SDR 26 GASKETED JOINTS (ANSI A-21.11). DIP: DUCTILE IRON WATERMAIN QUALITY PIPE, CLASS 52, (ANSI A-21.51) WITH MECHANICAL OR O-RING PLAN CODE DESCRIPTION SEPARATION CANNOT BE MAINTAINED, SHALL BE ONE OF THE FOLLOWING: B. SANITARY SEWER PIPE 18" AND LARGER, WHERE NOTED ON THE PLANS, OR WHERE THE IEPA MINIMUM CONTRACT UNIT PRICE PER LINEAL FOOT OF SANITARY SEWER COMPLETE IN PLACE. CONFORMING TO ASTM D-3139 AS SHOWN ON THE PLANS. PAYMENT SHALL BE MADE AT THE PLASTIC PIPE WITH A STANDARD DIMENSION RATIO (SDR) OF 21 CONFORMING TO ASTM D-2241 WITH PUSH-ON JOINTS 26 CONFORMING TO ASTM D-3034 WITH PUSH-ON JOINTS CONFORMING TO ASTM D-3212 AND PVC (POLYVINYL CHLORIDE) A. SANITARY SEWER PIPE SHALL BE PVC (POLYVINYL CHLORIDE) PLASTIC PIPE WITH A STANDARD DIMENSION RATIO (SDR) OF JETTING WITH WATER IS NOT PERMITTED. REFER TO THE TRENCH BACKFILL LIMITS DETAIL. GRANULAR BACKFILL (CA-6) AND THOROUGHLY MECHANICALLY COMPACTED IN 9" THICK (LOOSE MEASUREMENT) LAYERS. OF FIVE (5') FEET ON EITHER SIDE OF SAME, AND/OR WHERE SHOWN ON THE PLANS, SHALL BE BACKFILLED WITH SELECT C. ALL TRENCHES BENEATH PROPOSED OR EXISTING UTILITIES, PAVEMENTS, ROADWAYS, SIDEWALKS, AND FOR A DISTANCE COMPACTED CA-6 CRUSHED GRAVEL OR STONE. B. ALL UNSUITABLE MATERIAL SHALL BE REMOVED BELOW THE PROPOSED SANITARY SEWER AND REPLACED WITH THE BEDDING AND COVER SHALL BE MERGED WITH THE UNIT PRICE BID FOR THE SEWER. COVER MATERIAL SHALL BE ASTM D-2321 CLASS II FOR PVC PIPE AND ASTM D-448 SIZE 67 FOR DIP PIPE. THE COST OF OF THE PIPE TO A MINIMUM OF TWELVE (12") INCHES FOR PVC PIPE AND TO THE SPRING LINE FOR DIP. THE BEDDING AND 1/4 " -3/4 " IN SIZE. THE SEWER SHALL HAVE MECHANICALLY TAMPED CRUSHED GRAVEL OR STONE COVER ABOVE THE TOP A. BEDDING SHALL CONSIST OF A MINIMUM OF FOUR (4") INCHES OF COMPACTED CRUSHED GRAVEL OR STONE, SHALL BE SEALED TOGETHER WITH BUTYL ROPE. B. A MAXIMUM OF EIGHT (8) INCHES OF CONCRETE ADJUSTING RINGS SHALL BE USED TO ADJUST FRAME ELEVATIONS. RINGS THE JOINTS BETWEEN FRAME AND CONCRETE SECTION SHALL BE SEALED WITH A BUTYL ROPE. RING GASKET. THE LIDS SHALL HAVE THE WORDS "SANITARY" EMBOSSED ON THE SURFACE. NOTED ON THE PLANS. THE LIDS SHALL HAVE RECESSED (CONCEALED) PICK HOLE AND BE SELF SEALING WITH AN "O" A. ALL SANITARY SEWER MANHOLE FRAMES AND LIDS SHALL BE NEENAH R-1712 UNLESS OTHERWISE ASSEMBLY SHALL BE CAST IN CONCRETE MONOLITHICALLY WITH THE MANHOLE BARREL SECTION. WHERE THE DIFFERENCE IN INVERT GRADES EXCEEDS TWO FEET (2'), OR AS SHOWN ON THE PLANS. THE ENTIRE DROP A. DROP MANHOLE ASSEMBLIES: DROP MANHOLE ASSEMBLIES SHALL BE PROVIDED AT THE JUNCTION OF SANITARY SEWERS ELIMINATED, BEFORE FINAL INSPECTION AND ACCEPTANCE. A. ALL MANHOLES AND PIPES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS, AND ALL VISIBLE LEAKAGE C. TESTING OF MANHOLES TO BE IN ACCORDANCE WITH ASTM C-969. B. TESTING THE ALIGNMENT/STRAIGHTNESS SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE. DEFLECTION TESTED. THE MUNICIPAL CODE SHALL GOVERN. THE FULL LENGTH OF THE SANITARY SEWER IS REQUIRED TO BE BOTH AIR TESTED AND OR MUNICIPAL CODES. IN THE EVENT OF A DISCREPANCY BETWEEN THE STANDARD SPECIFICATIONS AND THE MUNICIPAL CODE, SHALL BE AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS", A. DEFLECTION AND LEAKAGE TESTING WILL BE REQUIRED. THE PROCEDURE AND ALLOWABLE TESTING LIMITS SAME AS THE VIDEO TAPES/DVDS. VERBALLY AND ON-SCREEN USING MANHOLE NUMBERS FROM APPROVED PLANS. ORDER OF WRITTEN REPORT SHALL BE THE AS WELL AS A DESCRIPTION OF ALL DEFECTS, WATER LEVEL, LEAKS AND LENGTHS. IDENTIFY MANHOLE TO MANHOLE BOTH AND REVIEWED BY THE OWNER OR MUNICIPALITY BEFORE FINAL ACCEPTANCE. THE REPORT SHALL INCLUDE STUB LOCATION A. ALL SANITARY SEWERS SHALL BE TELEVISED AND A COPY OF THE TAPE /DVD AND A WRITTEN REPORT SHALL BE SUBMITTED REPLACE ALL MATERIALS, AND WORKMANSHIP AS MAY BE NECESSARY TO COMPLY WITH THE TEST REQUIREMENTS. CONTRACTOR SHALL DETERMINE THE CAUSE OR CAUSES OF THE DEFECT AND SHALL, AT HIS OWN EXPENSE, REPAIR OR A. IF THE SANITARY SEWER INSTALLATION FAILS TO MEET THE TEST REQUIREMENTS SPECIFIED, THE TO DEMONSTRATE JOINT PERFORMANCE AT 5% MAXIMUM DIAMETRIC DEFLECTION OF THE SPIGOT. ASTM STANDARDS D-2412 OR D-2241 AS APPROPRIATE FOR THE PIPE TO BE USED. TESTS SHALL ALSO BE CONDUCTED WITH STANDARD METHOD OF TEST FOR "EXTERNAL LOADING PROPERTIES OF PLASTIC PIPE BY PARALLEL PLATE LOADING", INDEPENDENT LABORATORY BEFORE INSTALLATION OF PVC PLASTIC PIPE. TESTS SHALL BE CONDUCTED IN ACCORDANCE A. CONTRACTOR SHALL SUBMIT CERTIFIED COPIES OF ALL REPORTS OF TESTS CONDUCTED BY AN MANHOLES AND/OR SEWERS TO PROPER ELEVATIONS AND OTHERWISE CORRECT THE DEFICIENCIES. PUBLIC AGENCIES. IF FINAL MEASUREMENTS INDICATE DEFICIENCIES, THE CONTRACTOR, AT HIS OWN COST, WILL ADJUST SERVICE STUB LOCATIONS, TO SPACECO. SPACECO SHALL PREPARE RECORD DRAWINGS AND SUBMIT TO APPROPRIATE A. THE CONTRACTOR SHALL PROVIDE ALL INFORMATION TO PREPARE RECORD DRAWING(S) INCLUDING INCIDENTAL TO THE COST OF PIPE. NO SEPERATE PAYMENT SHALL BE MADE FOR THIS. AND DIP PIPE. BEDDING SHALL EXTEND TO 12" OVER ANY PVC OR HDPE PIPE. COST OF BEDDING SHALL BE CONSIDERED COMPACTED TO 90% OF MODIFIED PROCTOR DENSITY. BEDDING SHALL EXTEND TO THE SPRINGLINE ON ALL RCP LESS THAN 4". BLOCKING OF ANY KIND FOR GRADE IS NOT PERMITTED. THE BEDDING MATERIALS SHALL BE IN SIZE (CA-13) WITH A MINIMUM THICKNESS EQUAL TO 1/4 THE OUTSIDE DIAMETER OF THE SEWER PIPE BUT NOT A. ALL STORM SEWERS SHALL BE INSTALLED ON A TYPE A GRANULAR BEDDING, 1/4" TO 3/4" AND FRAME SHALL BE SEALED WITH A MASTIC COMPOUND. "STORM" CAST ON THE LID. THE JOINTS BETWEEN CONCRETE SECTION ADJUSTING RINGS, D. MANHOLE LIDS SHALL BE MACHINE SURFACED, NON-ROCKING DESIGN. THE CLOSED LIDS SHALL HAVE THE WORD C. THE FRAME, GRATE, AND/OR CLOSED LID SHALL BE CAST IRON OF THE STYLE SHOWN ON THE PLANS. B. A CONCRETE BENCH TO DIRECT FLOWS SHALL BE CONSTRUCTED IN THE BOTTOM OF ALL INLETS AND MANHOLES. EIGHT (8") INCHES OF ADJUSTING RINGS SHALL BE USED. SPECIFIED ON THE PLANS. STRUCTURE JOINTS SHALL BE SEALED WITH O-RING OR BUTYL ROPE. A MAXIMUM OF MONOLITHIC CONCRETE. MANHOLES AND CATCH BASINS SHALL BE A MINIMUM 4' IN DIAMETER UNLESS OTHERWISE A. MANHOLE, CATCH BASIN AND INLET BOTTOMS SHALL BE PRECAST CONCRETE SECTIONAL UNITS OR THE DRAIN SHALL BE BACKFILLED WITH BEDDING OR CA-7 CRUSHED STONE TO TOP OF SUBGRADE OR BOTTOM OF TOPSOIL. THE HOLES SHALL BE COVERED WITH A GEOTEXTILE FILTER FABRIC CEMENTED IN PLACE WITH BITUMINOUS MASTIC. A. ALL LOW POINT STORM STRUCTURES ARE TO HAVE FOUR 1" DIAMETER WEEP HOLES PROVIDED 24" BELOW THE TOP OF LID. CONSIDERED INCIDENTAL TO THE COST OF THE STRUCTURE. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS ITEM. A. CASTINGS FOR SEWER OR OTHER STRUCTURES SHALL BE "NEENAH" OR APPROVED EQUAL. COST OF CASTINGS SHALL BE GASKETED PUSH-ON OR MECHANICAL JOINTS CONFORMING TO ANSI A-21.11 (AWWA C-111). (AWWA C151). CEMENT MORTAR LINING SHALL CONFORM TO ANSI A-21.4 (AWWA C-104). THE JOINTS SHALL BE O-RING COATED, CEMENT LINED DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSI A-21.50 (AWWA C150) AND ANSI A-21.51 A. WATERMAINS OR SERVICES 3" OR LARGER IN DIAMETER SHALL BE CONSTRUCTED OF BITUMINOUS PER ANSI A21.4. COST OF FITTINGS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PIPE. A. ALL FITTINGS SHALL BE CAST-IRON, WITH MECHANICAL JOINTS AND "MEGALUG" RETAINER GLANDS, AND CEMENT LINED B. THE MECHANICAL JOINTS AND ALL FASTENERS ON THE VALVE BODY SHALL HAVE STAINLESS STEEL NUTS AND BOLTS. SEATS AND NON-RISING STEMS CONFORMING TO AWWA C-509. THE VALVES SHALL HAVE MECHANICAL JOINTS. CLOCKWISE TO OPEN. VALVES SHALL BE IRON BODY RESILIENT WEDGE GATE VALVES WITH BRONZE MOUNTED A. GATE VALVES SHALL BE USED ON ALL WATERMAIN 3" AND LARGER. ALL VALVES SHALL TURN COUNTER- FRAME AND LID SHALL BE NEENAH R-1772, OR EQUAL, WITH "WATER" EMBOSSED ON THE LID. A. VALVE VAULTS SHALL BE PRECAST CONCRETE STRUCTURES AS NOTED ON THE PLANS. THE C. THE BREAK FLANGE AND ALL BELOW GRADE FITTINGS SHALL HAVE STAINLESS STEEL NUTS AND BOLTS. HYDRANT BARREL WHERE NOT BOLTED TOGETHER. B. PROVIDE THE RODS FROM THE MAINLINE TEE TO THE AUXILIARY VALVE, AND BETWEEN THE AUXILIARY VALVE AND THE PUMPER CONNECTION SHALL FACE ROADWAY. MUNICIPALITY. FIRE HYDRANTS SHALL BE INSTALLED WITH AN AUXILIARY VALVE AND CAST IRON VALVE BOX. STANDARD NO. C-502, LATEST REVISION, AND SHALL BE A MODEL SHOWN ON THE PLANS AND APPROVED BY THE A. FIRE HYDRANTS SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION (AWWA) B. TAPPING SADDLES SPECIFICALLY DESIGNED FOR USE WITH PVC PIPE SHALL BE IN CONJUCTION WITH THE CORPORATION STOP. SHALL INCLUDE "J" BEND, TAIL PIECE, AND COMPRESSION FITTINGS. SIZE AND LOCATION AS SHOWN ON PLANS. A. CORPORATION STOPS SHALL BE BRONZE BODY KEY STOPS CONFORMING TO AWWA C-800, AND RECOMMENDATIONS AND AWWA SPECIFICATIONS. B. MAXIMUM DEFLECTION AT PIPE JOINTS SHALL BE IN ACCORDANCE WITH PIPE MANUFACTURER'S CURRENT FOOT PIECE AND STATIONARY RODS FOR SIX (6') FEET OF BURY. A. PROVIDE CURB VALVE AND CURB BOX AS INDICATED ON THE PLANS. BOX SHALL BE EXTENSION TYPE WITH D. CONCRETE THRUST BLOCKING SHALL BE INSTALLED ON WATERMAIN AT ALL BENDS, TEE, ELBOWS, ETC. EIGHT (8') FEET EXCEPT AT SPECIAL CROSSINGS. C. A MINIMUM DEPTH OF COVER OF 5'-6" SHALL BE MAINTAINED OVER THE WATER LINES. THE MAXIMUM COVER SHALL BE OF THE PIPE BEFORE FINAL BACKFILLING AND COMPACTION. B. GRANULAR BEDDING MATERIAL OR GRANULAR BACKFILL MATERIAL SHALL BE CAREFULLY PLACED TO 12" OVER THE TOP SEPARATE PAYMENT SHALL BE MADE FOR THIS ITEM. ABOVE THE TOP OF THE PIPE. COST OF BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THIS PIPE. NO A. ALL DUCTILE IRON WATERMAIN SHALL HAVE COARSE SAND BEDDING EXTENDED TO AT LEAST SIX INCHES (6") OR SEWER SHALL BE PRESSURE TESTED TO THE MAXIMUM EXPECTED SURCHARGE HEAD BEFORE BACKFILLING. WATERMAIN STANDARDS OF CONSTRUCTION WHEN IT IS IMPOSSIBLE TO MEET (a) OR (b) ABOVE. THE DRAIN c) BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER. 3) THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED 2) THE WATERMAIN INVERT IS AT LEAST 18 INCHES ABOVE THE CROWN OF THE SEWER; AND 1) LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET; b) WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO A SEWER LINE WHEN: STORM SEWER, SANITARY SEWER OR SEWER SERVICES CONNECTION. a) WATERMAINS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN, A. HORIZONTAL SEPARATION WATERMAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN FEET. d) CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FORM THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND BREAKING THE WATER MAIN. OF THE WATERMAIN SHALL BE MAINTAINED WHERE A WATERMAIN CROSSES UNDER SEWER. SUPPORT THE c) A VERTICAL SEPARATION OF 18 INCHES BETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN 2) THE WATERMAIN PASSES UNDER A SEWER OR DRAIN. 1) IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN (a) ABOVE; OR STANDARDS OF CONSTRUCTION WHEN: b) BOTH THE WATERMAINS AND SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO WATERMAIN CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANCE FROM THE SEWER OR DRAIN. TEN FEET HORIZONTALLY OF ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATERMAIN PIPE SHALL BE THE VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATERMAIN LOCATED WITHIN WHENEVER WATERMAINS CROSS STORM SEWERS, SANITARY SEWERS OR SEWER SERVICE CONNECTIONS. a) A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18 INCHES ABOVE THE CROWN OF THE DRAIN OR SEWER B. VERTICAL SEPARATION B. CONTRACTOR IS RESPONSIBLE FOR PRESSURE TESTING AGAINST EXISTING WATER VALVES. CONSTRUCTION IN ILLINOIS. AT NO TIME IS THERE TO BE ANY VISIBLE LEAKAGE FROM THE MAIN. IS TO BE ONLY THAT WHICH IS PREDETERMINED BY THE STANDARD SPECIFICATIONS FOR SEWER AND WATERMAIN SPECIFICATIONS. EACH VALVE SECTION SHALL BE PRESSURE TESTED FOR A MINIMUM OF 4 HOURS. ALLOWABLE LEAKAGE A. ALL WATERMAINS SHALL BE PRESSURE TESTED, FLUSHED AND DISINFECTED IN ACCORDANCE WITH AWWA AND MUNICIPAL S P E C I F I C A T I O N S 11 SPEC (3') FEET OF COVER DURING CONSTRUCTION UNTIL THE AREA IS FINAL GRADED OR PAVED. ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MOUND OVER ANY PIPES WHICH HAVE LESS THAN THREE E. THE CONTRACTOR SHALL MAINTAIN AT LEAST THREE (3') FEET OF COVER OVER THE TOP OF SHALLOW PIPES AT DOWNSPOUTS SHALL DISCHARGE TO THE GROUND. D. ALL FOOTING DRAIN AND SUMP PUMP DISCHARGE PIPES SHALL BE CONNECTED TO THE STORM SEWER SYSTEM. C. ALL STORM SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN LINE AND GRADE. IN PIPE MATERIAL SHALL BE MADE AT A STRUCTURE. "BAND SEAL", "FERNCO", AND "MISSION" TYPE COUPLINGS SHALL NOT BE USED ON SEWER MAINS. CHANGES B. "BAND SEAL" OR SIMILAR COUPLINGS SHALL BE USED WHEN JOINING SEWER PIPES OF DISSIMILAR MATERIALS. ALSO ACCEPTABLE. SOLVENT WELD JOINTS AND FILTER FABRIC WRAPPING OR SOCK. PERFORATED HDPE PIPE UD: RIGID, PERFORATED PVC UNDERDRAIN PIPE (ASTM D-2729), SDR 35, OR SCHEDULE 40, WITH PVC: POLYVINYL CHLORIDE SEWER PIPE, SDR 26, CONFORMING TO ASTM D-3034 WITH ASTM D-3212 PUSH-ON GASKETED JOINTS. CEMENT LINING IS NOT REQUIRED. DIP: DUCTILE IRON WATERMAIN QUALITY PIPE CLASS 52 (ANSI 21.51) WITH MECHANICAL OR PUSH-ON JOINTS (ANSI 21.11). OF STORM SEWER COMPLETE IN PLACE. SECTIONS MAY HAVE MASTIC JOINTS. PAYMENTS SHALL BE MADE AT THE CONTRACT UNIT PRICE PER LINEAR FOOT SSRBC SECTION 603. ELLIPTICAL RCCP PIPE SHALL BE TYPE 1, HE-III PER SSRBC SECTION 511. PRECAST FLARED END RCP: REINFORCED CONCRETE PIPE (ASTM C-76) WITH O-RING GASKETED JOINTS, (ASTM C-443); TYPE 1, CLASS IV, PER PLAN CODE: MATERIAL A. ALL STORM SEWER PIPE SHALL BE RCP, UNLESS OTHERWISE NOTED ON THE PLANS, IN ACCORDANCE WITH THE FOLLOWING: C. NO 90 DEGREE BENDS ALLOWED. WATERMAIN COMPLETE IN PLACE. SHALL USE STAINLESS STEEL NUTS AND BOLTS. PAYMENT SHALL BE MADE AT THE CONTRACT UNIT PRICE PER LINEAL FOOT OF B. ALL DUCTILE IRON WATERMAIN AND FITTINGS SHALL BE WRAPPED IN 8-MIL POLYETHYLENE WRAP. ALL MECHANICAL JOINT FITTINGS 1 1 1 P E R V I L L A G E O F B U F F A L O G R O V E 0 5 / 2 5 / 2 1 1 S1 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N:\Projects\11042\ENG\11042SPEC.dgn Default User=jlewis 8.D.c Packet Pg. 75 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 12 D E T A I L 1 D1 DET1 4 2 1 6 " 2 1 STORM SEWER FORCE MAIN WATER MAIN 4 4 2 1 4 " 4 " 2 1 3 3 LINE SPRING 1 2 " PIPE DIA. ‚ OF SANITARY SEWER TYPICAL TRENCH CROSS-SECTIONS NOT TO SCALE 5 . 5 ' B U R I A L M I N I M U M FOOT OTHERWISE NOTED IN SPECIAL PROVISIONS. 2. THE COST OF ALL GRANULAR TRENCH BACKFILL (ITEM 1) TO BE PAID PER LINEAR 1. THE COST OF ALL GRANULAR BEDDING (ITEM 2) TO BE MERGED WITH THE PIPE. NOTES: CAD-DTLS/SPDTLS/C005.DTL PIPE DIAMETER 8" AND LARGER---TRENCH WIDTH = (1.5 X PIPE DIA.) + 8" 4 PIPE DIAMETER 8" AND LESS ----TRENCH WIDTH = 18" GRANULAR MATERIAL AND PAID FOR SEPARATELY. 3 UNSUITABLE MATERIAL TO BE REMOVED AND REPLACED (WHERE DIRECTED) WITH IF DUCTILE IRON PIPE IS USED). TAMPED INTO PLACE AS SHOWN. (ONLY TO ‚ POINT OF PIPE STONE ƒ" TO ‚" IN SIZE (NO.67 ASTM D-448) FOR STORM AND WATERMAIN FOR SANITARY SEWER AND IDOT CA-6, CRUSHED 2 GRANULAR BEDDING MATERIAL SHALL CONFORM TO ASTM D 2321 CLASS I MACHINE BACKFILL OF EXCAVATED MATERIAL IN OTHER LOCATIONS. PROPOSED PAVEMENT, CURB & GUTTER, AND SIDEWALK, 1 GRANULAR TRENCH BACKFILL WITHIN TWO (2) FEET OF EXISTING OR N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N:\Projects\11042\ENG\11042DET1.dgn Default User=jlewis 8.D.c Packet Pg. 76 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) SIDEWALK DETAIL NOT TO SCALE ST-SW/F016.DGN 5' CONCRETE 5" P.C.C. 5" GRANULAR SUB-BASE 6. ALL SIDEWALKS SHALL BE PROMPTLY BACKFILLED AND PROTECTED FROM DAMAGE. 5. AGGREGATE SUB-BASE COURSE SHALL BE MECHANICALLY COMPACTED. 3/4 " EXPANSION JOINT SHALL BE CONSTRUCTED AT A MAXIMUM SPACING OF 50'. 4. CONTRACTION JOINTS SHALL BE CONSTRUCTED AT A SPACING OF 5'. 3. MAXIMUM TRANSVERSE SLOPE SHALL BE 1/4 "/ft. (2%) TYPICAL. 2. MINIMUM SIDEWALK THICKNESS SHALL BE 5". 1. CONCRETE SHALL BE IDOT CLASS SI. NOTES: D E T A I L 2 D2 13 P E R V I L L A G E O F B U F F A L O G R O V E 0 5 / 2 5 / 2 1 1 1 DET2 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N:\Projects\11042\ENG\11042DET2.dgn Default User=jlewis 8.D.c Packet Pg. 77 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) D3 14 D E T A I L 3 NOT TO SCALE CAD-DTLS/WATER/E010.DTL V A R I E S MASONARY THRUST BLOCK FOR FULL LENGTH OF SLEEVE NOTE: WATERMAIN EXISTING TAPPING VALVE MUELLER 1" H-15010 1" CORPORATION STOP COUPLING ADJUSTMENT TO BE 8" ADJUSTMENTS W/MAXIMUM SHALL BE REQUIRE FOR ALL PRECAST ADJUSTMENT RINGS FINISHED GRADE 5'-6" MIN. 4 ' - 0 " STEPS @ 16" 0.C. CL BETWEEN PIPE AND PEDESTAL. PROVIDE •" PREFORMED JOINT FILLER BY LENTGH TO MATCH VALVE BOX) CONCRETE PEDESTAL (WIDTH OF PIPE WIDE CEMENT (TYPICAL) SEALED AROUND PIPE WITH HYDRAULIC PIPE OPENINGS TO BE CAST INTO WALL. 5'-0" DIA.-6" WALL 4'-0" DIA.-5" WALL W/WALL THICKNESS AS FOLLOWS: VALVE VAULT TO BE PRECAST CONCRETE 5"5"4'-0" 9 " 3. ALL JOINTS ARE TO BE TUCKPOINT WITH HYDRAULIC CEMENT. APPROVED BY THE VILLAGE ENGINEER SET IN PLACE WITH EZ STIK ST8 OR APPROVED EQUAL, AS MANHOLE FRAMES ON ALL UNDERGROUND STRUCTURES SHALL BE 2. ALL JOINTS BETWEEN PRE-CAST ELEMENTS ADJUSTING RINGS AND OF CAST INTEGRAL WITH LOWEST WALL SECTION. 1. IT IS PREFERED THAT PRECAST CONCRETE BASE OF THE VALVE VAULT 2' CAST INTO LID. OR APPROVED EQUAL WITH "WATER" NEENAH R-1712 FRAME & COVER 3"-6" MIN. BY SMITH BLAIR TAPPING SLEEVE AS MANUFACTURED MODEL 665 STAINLESS STEEL NOT TO SCALE NOT TO SCALE THRUST BLOCK POURED CONCRETE THRUST BLOCK POURED CONCRETE BLOCK HYDRANT DRAINS CARE SHALL BE TAKEN NOT TO FOR DEPTH ADJUSTMENT SCREW TYPE ALL TEE JOINTS TO BE RESTRAINED. FIRE HYDRANT TEE FIRE HYDRANT TEE SHALL BE RESTRAINED ALL JOINTS FROM AND INCLUDING THE HYDRANT TEE AND NEXT JOINT IS 10'. MINIMUM DISTANCE BETWEEN FIRE * 12" MIN.12" MIN. WITH MEGA LUGS* MECHANICAL JOINT GRADE RING 5-1/4" GRADE RING (SEE PLANS) 5 . 5 ' M I N . C O V E R 8" FIRE HYDRANT & AUXILIARY VALVE 6" AUX. GATE VALVE 3'-0" MIN. UNDISTURBED EARTH. TO BE WEDGED AGAINST 1 - 8 " M I N . FINISHED GRADE UNDISTURBED EARTH. TO BE WEDGED AGAINST MIN. 1 TON CRUSHED STONE HYDRO. DRAIN BASE P.C.CONCRETE BLOCK VALVE BOX BE "MEGALUG" RETAINING GLANDS SHALL OR RETAINING GLANDS. MAIN WITH 2ƒ" TIE RODS VALVE TO BE TIED TO THRUST BLOCK POURED CONCRETE UNDISTURBED EARTH. TO BE WEDGED AGAINST 3' MIN. BY ADAPTOR, INC.) ADAPTER II "MANUFACTURED BE USED- " VALVE BOX (VALVE BOX STABILIZER TO TEE VERTICAL BEND BRACE PLUG AGAINST UNDISTURBED EARTH. NOTES: THRUST BLOCKS BEND CROSS PLUG THRUST BLOCK (TYP.) POURED CONCERT E 1 2 " 6 " TYPICAL SECTION M I N . M I N . FITTINGS WATERMAIN TRENCH BE PLUGGED AT END TO USE BLOCKS BE PLUGGED AT END TO USE BLOCKS EARTH UNDISTURBED JOINTS WITH RETAINER GLANDS. 4. ALL WATER MAIN FITTINGS TO HAVE MECHANICAL ˆ" (22 •") OR GREATER. 3. THRUST BLOCKS SHALL BE USED AT ALL BENDS UNDISTURBED SOIL. 2. THRUST BLOCKS SHALL BE POURED AGAINST FIRM, 1. THRUST BLOCKS BE CLASS "C" CONCRETE. NOT TO SCALE CARRIER PIPE DETAIL SANITARY SEWER STORM SEWER OR 12" WM (AWWA C-200) 20"-‚" STEEL PIPE FOR CARRIER PIPE WATER MAIN DUCTILE IRON 1 8 " M I N . CLASS IV CONFORMING TO ASTM D2321 SPECIFICATIONS. THE BACKFILL MATERIAL BETWEEN PIPES SHALL BE NOTE: 10' ENDS OF CARRIER PIPE WATERTIGHT SEAL AT C O V E R 5 . 5 ' M I N . 1 8 " M I N . 20' UTILITY LINE TO ALLOW NEW UTILITY LINE TO BE CONSTRUCTED. MOVED OR EXISTING WATER MAIN MUST BE RELOCATED TO BE USED WHERE EXISTING UTILITY LINE CANNOT BE 22.5° BENDS OR LESS (TYP.) INSTALLATION COST OF WATER MAIN TO BE INCIDENTAL TO COST OF FITTINGS WATER MAIN OFF-SET DETAIL ADDITION TO THRUST BLOCKS TIE RODS BOTH BEING USED IN RETAINING GLANDS AND THREADED JOINTED WITH "MEGALUG" ALL FITTINGS ARE MECHANICAL DETAIL (IF NECESSARY) SEE CARRIER PIPE TYPICAL PRESSURE CONNECTION IN VALVE VAULT NOT TO SCALENOT TO SCALE NOT TO SCALE SEPARATION 18" MINIMUM 1 0 ' 1 0 ' O . D . PLAN SECTION SEWER/WATER MAIN CROSSING D.I.P. WATER MAIN D.I.P. WATER MAIN SANITARY OR STORM SEWER 12" 10" 8" 6" WATERMAIN DIA. SANITARY OR STORM SEWER WATERMAIN AND THE BOTTOM OF THE STORM SEWER. METHOD, THERE SHALL BE A MINIMUM 18" CLEARANCE BETWEEN TOP OF CONFLICTS OR ENCASE THE WATERMAIN AS SHOWN ABOVE. REGARDLESS OF CONFORMING TO THE ASTM C-361 FOR 10 FT EITHER SIDE OF WATERMAIN PROVIDE STORM SEWER PIPE WITH O-RING GASKET JOINTS STORM SEWER CONFLICTS CONCRETE BRICK AND MORTAR SEAL BOTH ENDS WITH 18" 18" 16" 12" CASING PIPE DIA. SELECTED BASED ON NOTES BELOW) (OPTIONAL DEPENDING ON METHOD OR EQUAL TO 16") ASTM D2241 (DIA GREATER THAN EQUAL TO 16") AND SDR 21 PER ASTM D2241 (DIA LESS THAN OR PVC CASING PIPE SDR 26 PER THE SANITARY SEWER. 18" CLEARANCE BETWEEN TOP OF WATERMAIN AND THE BOTTOM OF AS SHOWN ABOVE. REGARDLESS OF METHOD, THERE SHALL BE A MINIMUM EQUIVALENT PIPE AND THE STANDARD PIPE, OR ENCASE THE WATERMAIN TYPE COUPLINGS TO MAKE THE TRANSITION BETWEEN THE WATERMAIN SEWER 10' EITHER SIDE OF WATERMAIN CROSSING USING MISSION SDR 26 PER ASTM D2241) AND JOINTS FOR THE SANITARY PROVIDE WATERMAIN EQUIVALENT PIPE (PRESSURE CLASS 350 D.I.P. OR PVC SANITARY SEWER CONFLICTS: A SANITARY AND/OR STORM SEWER AND SHALL BE PROVIDED FOR AS FOLLOWS. CONFLICTS OCCUR WHERE WATERMAINS PASS WITHIN 18" OVER OR PASS UNDER STEEL BAND C923 WITH STAINLESS CONFORMING TO ASTM WATER TIGHT CONNECTION, BE FLEXIBLE RESILIENT - SEWER CONNECTION SHALL STEEL BAND C923 WITH STAINLESS CONFORMING TO ASTM WATER TIGHT CONNECTION, BE FLEXIBLE RESILIENT - SEWER CONNECTION SHALL D CIRCULAR 600 T TO BE CONSTRUCTED EXISTING SEWER OR SEWER INLET Outlet (24) 1 5 0 ( 6 ) * ** * * * C GENERAL NOTES DIMENSION GIVEN TO PLUS 150 MM (6"). CONCRETE SECTIONS MAY VARY FROM THE DIMENSION "C" FOR PRECAST REINFORCED ELEVATION - ECCENTRIC STANDARD 602401 SEE STANDARD 602701 FOR DETAILS OF STEPS. REINFORCED CONCRETE FLAT SLAB TOP. SEE STANDARD 602601 FOR OPTIONAL PRECAST C A T C H B A S I N S , E T C . ) V A R I E S ( ( T Y P I C A L A L L M A N H O L E S , OF STRUCTURE INSIDE FACE STRUCTURE) STRP5 (TYP. ALL PSX-PSI MANHOLE MA-INDUSTRIES MANHOLE TYPE A SANITARY NOTES: (TYPICAL TO ALL STRUCTURES) CLASS X CONCRETE MANHOLE WALLS MONOLITHICALLY WITH THE MANHOLE BOTTOM TO BE CAST 50 (2) R | ALTERNATE MATERIALS FOR WALLS D 1.2 M (4'-0") 1.5 M (5"-0" C 750 (30) 1.15 M (3'-9") T (MIN.) 125 (5) 125 (5) PRECAST REINFORCED CONCRETE SECTIONS AT ALL PIPE CONNECTIONS. 2. MANHOLES TO HAVE PRECAST "RUBBER BOOTS" ON EITHER END (SANITARY MANHOLE PRECAST ONLY). TO 6" OUTSIDE FACE, FOLLOWED BY 2' LONG STUBS 1. SEWER PIPE TO BE CARRIED THROUGH MANHOLE WITH CONE SECTION. 3" VERTICAL LID CAST MONOLITHICALLY (CA-11/CA-13) 4" COMPACTED CRUSHED STONE 1 1 0 5 / 2 5 / 2 1 P E R V I L L A G E O F B U F F A L O G R O V E 1 1 DET3 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N:\Projects\11042\ENG\11042DET3.dgn Default User=jlewis 8.D.c Packet Pg. 78 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) D4 15 D E T A I L 4 CARRIER PIPE I.D. NOTES: STEEL CASING PIPE STEEL CASING PIPE OR APPROVED EQUAL. CASCADE MODEL CCES USING AN END SEAL WRAP SEAL BOTH END OF THE CASING PIPE CASING DETAIL FOR SEWER & WATER MAINS 4 RUNNERS THROUGH 14" PIPE CARRIER 12" WIDE FOR PIPE SIZES OVER 48" DIA. 8" WIDE FOR PIPE SIZES UP TO 48" DIA. STAINLESS STEEL CASING SPACER 7 RUNNERS THROUGH 38"- 48" 6 RUNNERS THROUGH 15" - 36" EXTERIOR BITUMINOUS COATED CONSTRUCTION IN ILLINOIS, LATEST EDITION COMPLY WITH THE STANDARD SPECIFICATIONS FOR WATER & SEWER MAIN 6. THE CASING INSTALLATION BY EITHER BORING OR OPEN CUT METHODS SHALL 27" - 42" DIA. 0.375" WALL THICKNESS 8"- 26" DIA. 0.250" WALL THICKNESS - WALL THICKNESS: - JOINTS SHALL BE WATER-TIGHT - JOINTS SHALL BE WELDING CONFORMING TO AWWA C206 - STEEL SHALL MEET OR EXCEED ASTM A-139, GRADE B 5. CASING PIPE THE CARRIER PIPE BELL/JOINTS. 4. CASING PIPE INSIDE DIAMETER SHALL BE SIZED A MIN. 6"- 8" LARGER THAN UTILIZING U.S. PIPE FIELD LOK GASKETS, TR-FLEX PIPE OR APPROVED EQUAL. 3. DIP CARRIER PIPE JOINTS WITHIN THE CASING SHALL BE RESTRAINED INSTALLATION RECOMMENDATIONS FOR REVIEW AND APPROVAL. WITHIN THE CASING. PROVIDE A SHOP DRAWING DETAILING THE MFG. 2. THE CARRIER PIPE SHALL BE INSTALLED WITHIN A RESTRAINED POSITION 1. CASING SPACERS ARE TO BE CASCADE MFG. BRAND OR APPROVED EQUAL. 2' OF THE CASING END PROVIDE A SPACER WITHIN RCP PIPE - 6' MIN. SPACING PVC PIPE - 6' MIN. SPACING DIP PIPE - 10' MIN. SPACING THREE PER PIPE MIN. CASING SPACER STAINLESS STEEL RUNNER 1 0 5 / 2 5 / 2 1 P E R V I L L A G E O F B U F F A L O G R O V E DET4 N O . D A T E R E M A R K S N O . D A T E R E M A R K S P h o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 R o s e m o n t , I llin o is 6 0 0 1 8 9 5 7 5 W . H ig g in s R o a d , S u it e 7 0 0 , FILENAME: DATE: JOB NO. SHEET OF 11042 11042 15 B U F F A L O G R O V E , I L L I N O I S L O T 1 5 C O R P O R A T E G R O V E 05/05/2021 N:\Projects\11042\ENG\11042DET4.dgn Default User=jlewis 8.D.c Packet Pg. 79 At t a c h m e n t : E n g i n e e r i n g P l a n s ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 1 1305 BUSCH PARKWAY Development Name DEVELOPMENT IMPROVEMENT AGREEMENT THIS AGREEMENT (“Agreement”), made and entered into as of this 19th day of July, 2021 by and between the VILLAGE OF BUFFALO GROVE, an Illinois Municipal Corporation, and having its o ffice at Village Hall, 50 Raupp Boulevard, Buffalo Grove, Illinois (hereinafter called "Village"), and 1000 W. Irving Park Road, LLC, (hereinafter called "Developer”). WITNESSETH: WHEREAS, Developer desires to improve the real property described in Exhibit “A” attached hereto and made a part hereof (the “Property”), and in compliance with the Village's Development Ordinance, Developer has submitted to the Village certain (i) plans prepared by SPACECO, Inc., who are registered professional engineers (the “Site Plan”), which Plans were approved by the Village pursuant to Ordinance No. ________ and (ii) additional plans and specifications prepared by Cornerstone Architects, LTD. dated May 27, 2021 and described in more detail in Exhibit “C” attached hereto and made a part hereof (the “Site Improvement Plans” and together with the Site Plan, the “Plans”); and, WHEREAS, the Village is willing to approve said Plans, provided that this Agreement is executed to ensure the completion of certain site improvements, as a condition precedent to the issuance of building permits for any buildings to be constructed on the Property. NOW, THEREFORE, it is mutually agreed as follows: 1. Developer shall furnish, or cause to be furnished, at their own cost and expense, all the necessary material, labor, and equipment to complete the improvements listed on Exhibit "B" attached hereto, and all other site improvements not specifically set forth, which are required by applicable ordinances or agreements (collectively, the “Improvements”), all in a good and workmanlike manner and in accordance with all pertinent ordinances and regulations of the Village and in accordance with the Plans (including any subsequent revisions requested by the Developer and approved in writing by the Village pursuant to the Village's Development Ordinance). All utility lines and services to be installed in the street shall be installed prior to paving. 8.D.d Packet Pg. 80 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 2 2. Attached hereto as Exhibit “D” is a complete cost estimate for the construction of the improvement described in Exhibit “B” hereto. No later than three (3) business days following the execution of this Agreement and prior to the issuance of Village Permits, the Developer shall deposit a Letter of Credit acceptable to and in a form and substance approved by the Village in the original amount of Six Hundred Seventy Four Thousand One Hundred Thirty Eight and 00/100 Dollars ($674,138.00), as further described in Paragraph 9 herein (the “Letter of Credit”). 3. All work shall be subject to inspection by and the approval of the Village Engineer. It is agreed that the contractors who are engaged to construct the Improvements are to be approved by the Village Engineer and that such approval will not be unreasonably withheld. 4. The Developer has paid or will pay the Village a Review and Inspection Fee, as required by Ordinance. It is understood that said fee is based on the amount of the contracts or cost estimate for those items in Exhibit “B”. 5. Prior to the time the Developer or any of its contractors begin any of the work provided for herein, the Developer, and/or its contractors shall furnish the Village with evidence of insurance covering their employees in such amounts and coverage as is acceptable to the Vil lage. Nothing herein shall waive any immunities the Village May assert in response to or defense of any such claim. In addition, by its execution of this Agreement, the Developer agrees to protect, indemnify, save and hold harmless, and defend the Village and its employees, officials, and agents, against any and all claims, costs, causes, actions, and expenses, including but not limited to reasonable attorney's fees incurred by reason of a lawsuit or claim for damages or compensation arising in favor of an y person, corporation or other entity, including the employees or officers or independent contractors or sub - contractors of the Developer or the Village, on account of personal injuries or death, or damages to property occurring, growing out of, incident to, or resulting directly or indirectly, from the performance of the work of the Developer, independent contractors or sub-contractors or their officers, agents, or employees. The Developer shall have no liability or damages for the costs incident thereto to the extent caused by the sole negligence or intentional misconduct of the Village, its independent contractors or sub- contractors or their officers, agents, or employees. 8.D.d Packet Pg. 81 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 3 6. Subject to Force Majeure (as defined herein), Developer shall cause the Improvements to be completed within twenty-four (24) months following the date of this Agreement (except any Improvements for which specified time limits are noted on the Plans, which shall be completed within the specified time limits shown on the Plans). “Force Majeure” as used herein shall mean a delay in Developer’s performance hereunder caused by a strike or labor problem, energy shortage, governmental pre-emption or prescription, national emergency, or any other cause of any kind beyond the reasonable control of Developer. If work is not completed within the time prescribed herein, the Village shall have the right to call upon the Letter of Credit, in accordance with its terms, for the purpose of completing the Improvements. Upon completion of the Improvements herein provided for, as evidenced by the certificate or certificates of the Village President and Board of Trustees, the Village shall be deemed to have accepted said Improvements, and thereupon, the Letter of Credit shall automatically be reduced to serve as security for the obligations of the Developer as set forth in Paragraph 7 hereof. The Developer shall cause its consulting engineers to correct drawings to show work as actually constructed and said engineers shall turn over high quality Mylar reproducible copies thereof to the Village to become the Village's property prior to acceptance of the Improvements by the President and Board of Trustees . 7. The Developer, for a period of one year beyond formal acceptance by the Village of any Improvement, described in Exhibit “B” hereof, shall be responsible for maintenance, repairs and corrections to such Improvements which may be required due to failures or on account of faulty construction or due to the Developer’s negligence and/or its contractors’ negligence. The obligation of the Developer hereunder shall be secured by the Letter of Credit as further described in Paragraph 9 hereof . 8. It is agreed that no occupancy permit shall be granted by any official for the construction of any structure until all required utility facilities set forth in the Plans (to include, but not by way of limitation, sanitary sewer, water and storm sewer systems) have been installed and made ready to service the Property; and that all parking lots or access drives (to include curbs) set forth in the Plans that provide access to the Property have been completely constructed, except for the designed surface course. It is understood and agreed that building permits may be granted for buildings on specific lots to which utility facilities have been installed and made ready for service and to which parking lots or access drives have 8.D.d Packet Pg. 82 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 4 been constructed as described above, notwithstanding the fact that all improvements within the Development may not be completed. 9.A. The obligations of the Developer hereunder as to the deposit of security for the completion of the Improvements and the one year maintenance of said Improvements after acceptance by the Village (Paragraph 7) shall be satisfied upon delivery to the Village of a Letter of Credit in favor of the Village in a form acceptable to the Village, in the amount set forth in Paragraph 2 above. The Letter of Credit shall be made subject to this Agreement. The Developer hereby waives its option pursuant to 30 ILCS 550/3 and 65 ILCS 5/11-39-3 to utilize any type of security other than a Letter of Credit . B. In addition to the terms, conditions, and covenants of the Letter of Credit, the Village hereby agrees to draw funds or to call said performance guarantee under such security solely for the purpose of payment for labor and materials supplied or to be supplied, by engineers, contractors, or subcontractors, to, or for the benefit of the Developer or the Village, as the case may be, under the provisions of this Agreement and the said Improvements for which payment is being made shall have been completed, or will be completed, in substantial accordance with the Plans. C. The Village further hereby agrees that to the extent that the Developer causes the commitments of this Agreement to be completed, the outstanding liability of the issuer of the Letter of Credit shall during the course of construction of the Improvements, approximate the cost of completing all Improvements and paying unpaid contract balances for the completi on of the Improvements referred to in this Agreement. Until all required tests have been submitted and approved by the Village for each of the construction elements including, but not limited to, earthwork, street pavements, parking area pavements, sanitary sewers and water mains (as applicable), a minimum of that portion of the surety for each element shall be subject to complete retention. All Improvements are subject to a minimum fifteen (15%) percent retention until final acceptance by the Village. D. In order to guarantee and warranty the obligations of Paragraph 7 herein, an amount equal to fifteen (15%) percent of the total amount of the Letter of Credit, or an amount equal to fifteen (15%) percent of the cost estimate of the individual Improvement(s) shall be retained in the Letter of 8.D.d Packet Pg. 83 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 5 Credit for a period of one-year beyond formal acceptance by the Village of the Improvement(s). E. As a portion of the security amount specified in Paragraph 2, the Developer shall maintain a cash deposit with the Village Clerk in the amount of Six Thousand Eight Hundred Nine Dollars ($6,809.00). If roads are not maintained with a smooth and firm surface reasonably adequate for access of emergency vehicles such as fire trucks and ambulances, or if any condition dev elops which is deemed a danger to public health or safety by the Village of Buffalo Grove due to the actions of the Developer or his failure to act; and after written notice of this condition, the Developer fails to immediately remedy the condition; then the Village may take action to remedy the situation and charge any expenses which results from the action to remedy the situation to the cash deposit. Upon notification that the cash deposit has been drawn upon, the Developer shall immediately deposit suffi cient funds to maintain the deposit in the amount of Six Thousand Eight Hundred Nine Dollars ($6,809.00). If the Developer has not made the additional deposit required to maintain the total cash deposit within three (3) days from the date he received notice that such additional deposit was required, it is agreed that the Village may issue a Stop Work Order or also may revoke all permits which the Developer had been granted. This cash deposit shall continue to be maintained until the maintenance guarantee period has lapsed. The deposit may be drawn upon by the Village if the conditions of this Agreement are not met by the Developer within five (5) days after receipt of a written notice of noncompliance with the conditions of this Agreement, exce pt in cases of danger to public health and safety as determined by the Village, in which case, the deposit may be drawn upon immediately following notice to the Developer and his failure to immediately remedy the situation. After termination of the one-year maintenance period and upon receipt by the Village Clerk of a written request for release of the deposit, the Village will either notify the Developer that the Improvements are not in a proper condition for final release of the deposit, or shall release the deposit within fifteen (15) days. F. In addition to the terms, covenants, and conditions of the Letter of Credit, the Developer hereby agrees that no reduction shall occur in the outstanding liability of the issuer there under, except on the written approval of the Village; however, in all events, the Village shall permit such Letter of Credit to expire, either by its terms, or by return of such Letter of Credit to the Developer, upon 8.D.d Packet Pg. 84 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 6 the expiration of one-(1) year from the acceptance of the Improvements referred to herein by the Village. To the extent that the provisions of Paragraph 9 herein, and of the Letter of Credit, permit the Village to draw funds under such Letter of Credit, the Village hereby agrees to reduce the outstanding liability of th e issuer of the Letter of Credit to the extent that funds are disbursed . 10. Any Letter of Credit shall provide that the issuer thereof shall not cancel or otherwise terminate said security without a written notice being given to the Village between thirty-(30) days and forty-five (45) days in advance of termination or cancellation. 11. No occupancy permit shall be issued until all exterior lighting specified on Exhibit "C" is installed and operational. 12. The Developer acknowledges that he is responsible for the proper control of weeds, grass, refuse, and junk on all property which he owns within the Village in accordance with Chapter 8.32 of the Buffalo Grove Municipal Code. It is further agreed that the Developer shall continue to be responsible for the proper maintenance of any parcels of property for which the Developer transfers ownership to the Village until such time as the development’s Improvements are accepted by the Village in writing in accordance with the provisions of this Agreement. If the Developer fails to perform his maintenance responsibilities established in either this paragraph or Chapter 8.32, the Village may provide a written notice to the Developer of the improper maintenance condition. If proper maintenance is not completed within ten (10) days after the Developer is provided this notice, the Village may perform the maintenance and deduct the costs of the maintenance from the cash deposit described in Paragraph 9E . 13. The Developer agrees that no Improvements constructed in conjunction with this project are sized or located in such a way as to warrant any recapture payment to the Developer pursuant to any applicable previous agreements. 14. This Agreement shall automatically terminate and be of no further force and effect with respect to Developer or the Property upon the expiration of the one year maintenance period, and upon such termination the parties hereto shall have no further obligations to the other , except for the Village’s obligation to return the Letter of Credit and cash deposit to Developer or otherwise notify the issuer of 8.D.d Packet Pg. 85 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 7 the Letter of Credit of the expiration of the Letter of Credit . The period commencing on the date set forth in the preamble to this Agreement and expiring on the expiration of the one-year maintenance period is referred to herein as the “Term”. 15. This Agreement and the obligations contained herein are in addition to, and not in limitation of, all other agreements between the Parties hereto including, without limitation, the Preliminary Plan or Annexation Approval Ordinance No. dated ______________, and the obligations contained therein. 16. Neither party shall cause this Agreement (or any memorandum hereof) to be recorded against the Property. 17. Neither party shall assign this Agreement or any of its terms without the prior, express and written consent of the other party. Furthermore, no assignment of the Developer’s obligations shall be effective unless and until the Village approves the language of any proposed assignment and substitute security in the amounts required by this Agreement. IN WITNESS WHEREOF, the Village has caused this Agreement to be executed, as has the Developer, all as of the date first above written. VILLAGE OF BUFFALO GROVE, an Illinois Municipal Corporation By Village President DEVELOPER: 1000 W. Irving Park Road, LLC 1000 W Irving Park Rd, Suite 200 Itasca, IL 60143 By: ____________________________________ Name: Brian G. Paul_________________ Title: Authorized Signatory_________________ 8.D.d Packet Pg. 86 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 8 1305 BUSCH PARKWAY (Development Name) DEVELOPMENT IMPROVEMENT AGREEMENT EXHIBIT A LEGAL DESCRIPTION LOT 15 IN THE CORPORATE GROVE, BEING A SUBDIVISION OF PART OF THE SOUTHWEST 1/4 OF SECTION 29 AND PART OF THE SOUTH 1/2 OF SECTION 27, TOWNSHIP 43 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 22, 1984 AS DOCUMENT 2305059 IN LAKE COUNTY, IL KNOWN AS: 1305 BUSCH PARKWAY, BUFFALO GROVE, ILLINOIS PERMANENT INDEX NUMBER: 15-27-405-002 AREA = 145,837 SQ. FT. OR 3.348 ACRES 8.D.d Packet Pg. 87 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 9 1305 BUSCH PARKWAY (Development Name) DEVELOPMENT IMPROVEMENT AGREEMENT EXHIBIT B All improvements set forth and depicted in the Plans, both public and private, including (to the extent applicable) earthwork, grading, roads or streets, parking lots, areas and/or parking facilities, sidewalks, sanitary and storm sewers, water main, drainage and storm water detention facilities, site grading, street lighting, landscaping, survey monuments and benchmarks. 8.D.d Packet Pg. 88 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 10 1305 BUSCH PARKWAY (Development Name) DEVELOPMENT IMPROVEMENT AGREEMENT EXHIBIT C Final Engineering Plans prepared by: SPACECO, Inc. Entitled: Site Improvement Plans for Lot 15 Corporate Grove Consisting of: 15 sheet(s), last revised June 25, 2021 Final Landscaping Plans prepared by: Kathryn Talty Landscape Architecture Entitled: Proposed Facility Consisting of: 1 sheet(s), last revised May 28, 2021 Final Architectural Plans prepared by: Cornerstone Architects Ltd. Entitled: Shell & Core Documents For Proposed Facility Consisting of: 16 sheet(s), last revised May 27, 2021 (see following pages) 8.D.d Packet Pg. 89 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) 11 1305 BUSCH PARKWAY (Development Name) DEVELOPMENT IMPROVEMENT AGREEMENT EXHIBIT D Engineers Opinion of Probable Costs (see following pages) 8.D.d Packet Pg. 90 At t a c h m e n t : D R A F T _ D I A _ 1 3 0 5 B u s c h P k w y _ 7 - 1 2 - 2 0 2 1 ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) LOT 15 IN THE CORPORATE GROVE, BEING A SUBDIVISION OF PART OF THE SOUTHWEST 1/4 OF SECTION 26 AND PART OF THE SOUTH 1/2 OF SECTION 27, TOWNSHIP 43 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 22, 1984 AS DOCUMENT 2305059 IN LAKE COUNTY, ILLINOIS. ͟͞ 1ƒ :521.84 1  ƒ      ( 31 2 . 9 9 6   ƒ      ( 4 2 3 . 5 9 LOT 15 LOT 16 LOT 14 BEARINGS BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM EASTERN ZONE AS OBSERVED DURING THE PREPARATION OF THIS DOCUMENT. RECORD BEARINGS AS SHOWN ON THE PLAT OF THE CORPORATE GROVE SUBDIVISION DOC. 2305059 LOT 3 BARCLAY S T A T I O N S U B D I V I S I O N ARC 325.65 RAD 2166.94 &+25'1ƒ ( WATERMAIN EASEMENT ͞ ͟ SANITARY SEWER EASEMENT ͟͞ STORMWATER EASEMENT LEGAL DESCRIPTION OF GRANTOR'S PARENT PARCEL: D-21-111 ESMTEW EW FILE# SCALE:1"= 30' DRAFTED BY: NOLAN & WEDOW SURVEY GROUP 1225 IROQUOIS DRIVE, BATAVIA, IL 60510 ILLINIOS PROFESSIONAL DESIGN FIRM NO. 184-004605 (630) 578-4028 E MAIL NOLANNSC@aol.com FAX (630) 578-4029 DATE: 7-11-2021JOB # 21-111 SURVEYED BY: P.I.N. 15-27-405-002 P.I.N. 15-27-405-002 1ƒ :521.84 THIS IS TO CERTIFY THAT NOLAN & WEDOW SURVEY GROUP, HAS SURVEYED THE PROPERTY DESCRIBED IN THE ABOVE CAPTION, AND HAS PREPARED THE PLAT HEREON FOR THE PURPOSE OF EASEMENT GRANT WHICH IS A CORRECT AND TRUE REPRESENTATION OF SAID SURVEY. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. GIVEN UNDER MY HAND AND SEAL AT BATAVIA, ILLINOIS THIS 13th DAY OF JULY, A.D., 2021 STATE OF ILLINOIS) COUNTY OF KANE) SS ERIC WEDOW ILLINOIS LAND SURVEYOR NO. 3180 LICENSE EXPIRES 11-30-2022 BY: ________________________________ SURVEYOR'S CERTIFICATE REVISED 7-13-2021 8.D.e Packet Pg. 91 At t a c h m e n t : P l a t o f E a s e m e n t ( 1 3 0 5 B u s c h P a r k w a y D e v e l o p m e n t I m p r o v e m e n t A g r e e m e n t ) Updated: 6/29/2021 10:49 AM Page 1 Action Item : Certificate of Initial Acceptance and Approval: 600 McHenry Road Development Improvements Recommendation of Action Staff recommends approval to begin the one year maintenance period for the completed development. SUMMARY: Attached is the Certificate of Initial Acceptance for the 600 McHenry Road (Animal Care Center of Buffalo Grove) development located at the southwest corner of IL-83 and Buffalo Grove Road. Staff recommends approval to begin the one year maintenance period on July 19, 2021. ATTACHMENTS: • CIA_600 McHenry-Animal Care Center_7-19-2021 (DOCX) • CIA Memo_600 McHenry Rd_7-19-2021 (DOCX) Trustee Liaison Staff Contact Johnson Darren Monico, Public Works Monday, July 19, 2021 8.E Packet Pg. 92 VILLAGE OF BUFFALO GROVE CERTIFICATE OF INITIAL ACCEPTANCE AND APPROVAL Page 1 of 2 SUBMIT COMPLETED FORM ALONG WITH ONE MYLAR SET OF "AS-BUILT" PLANS. ALL INFORMATION MUST BE TYPED. SUBDIVISION Animal Care Center of Buffalo Grove DEVELOPER RWE Design Build UNIT NO. LOCATION 600 McHenry Rd Dedicated Public Right of Way (if any): N/A Description of Public Improvements: Sidewalk, parkway restoration Description of Private Improvements: New building construction, water service connection, & parking lot improvements One-Year Maintenance Guarantee: Cash Deposit DESIGN ENGINEER'S CERTIFICATION To the best of my knowledge and belief, the construction of the improvements described above have been completed in accordance with the approved plans and specifications, and items indicated on the Final Punch List dated , which was prepared by the Village of Buffalo Grove. Engineer's Signature & Seal OWNER'S/DEVELOPER'S CERTIFICATION All improvements including soil erosion and sediment control measures have been completed and are hereby presented for initial Acceptance and Conveyance to the Village of Buffalo Grove. I also herewith acknowledge my responsibility to provide a one-year Guarantee to cover workmanship, materials, and maintenance for all improvements referred to herein. The undersigned Owner does hereby convey and deliver to the Village of Buffalo Grove the foregoing listed public improvements and does hereby covenant that said improvements are free of all encumbrances and does hereby warrant and will defend the same against the claims and demands of all persons. Owner's Signature Owner's Name Company Name 8.E.a Packet Pg. 93 At t a c h m e n t : C I A _ 6 0 0 M c H e n r y - A n i m a l C a r e C e n t e r _ 7 - 1 9 - 2 0 2 1 ( I n i t i a l A c c e p t a n c e o f 6 0 0 M c H e n r y R d D e v e l o p m e n t I m p r o v e m e n t s ) Page 2 of 2 6/29/21 MUNICIPAL INSPECTOR'S CERTIFICATION I/we hereby certify that I/we have regularly inspected the above described unit(s) of the above described Subdivision during the progress of construction and to the best of my/our knowledge; the work has been completed in conformance with the approved plans and specifications. Municipal Inspector Date VILLAGE ENGINEER'S CERTIFICATION I hereby certify that the Division of Engineering Services has reviewed the above described unit(s) of the above described Subdivision and find them in conformance with the applicable Village ordinances, codes, and agreements. Village Engineer Date PUBLIC WORK'S CERTIFICATION I hereby certify that the Department of Public Works has inspected all public improvements described above and find them in proper condition for acceptance for maintenance by this Department. Director of Public Works Date VILLAGE MANAGER'S CERTIFICATION I hereby certify that all applicable Village ordinances, codes, and special agreements hav e been complied with by the Owner of the above described Subdivision. Village Manager Date ACCEPTANCE OF PUBLIC IMPROVEMENTS The Village of Buffalo Grove does hereby approve and accept for ownership the above described public improvements subject to the one-year Guarantee by the Developer covering all materials, workmanship, and maintenance. Village Board of Trustees Action : Date Page No. Village President Date 8.E.a Packet Pg. 94 At t a c h m e n t : C I A _ 6 0 0 M c H e n r y - A n i m a l C a r e C e n t e r _ 7 - 1 9 - 2 0 2 1 ( I n i t i a l A c c e p t a n c e o f 6 0 0 M c H e n r y R d D e v e l o p m e n t I m p r o v e m e n t s ) VILLAGE OF BUFFALO GROVE MEMORANDUM DATE: June 29, 2021 TO: Jenny Maltas, Deputy Village Manager FROM: Darren Monico, Village Engineer SUBJECT: 600 McHenry Road - Certificate of Initial Acceptance The Developer of the building located at 600 McHenry Road has completed the required improvements and the development will be moved to the one year maintenance period beginning July 19, 2021. Staff recommends approval of the approval of the Certificate of Initial Acceptance for the Development. 8.E.b Packet Pg. 95 At t a c h m e n t : C I A M e m o _ 6 0 0 M c H e n r y R d _ 7 - 1 9 - 2 0 2 1 ( I n i t i a l A c c e p t a n c e o f 6 0 0 M c H e n r y R d D e v e l o p m e n t I m p r o v e m e n t s ) Updated: 7/14/2021 9:52 AM Page 1 Action Item : Authorization for a Change Order to the Ultra Strobe Communications Agreement Recommendation of Action Staff recommends approval. SUMMARY: Staff recommends that the Village Board authorize the Village Manager to expend an additional $35,000.00 with Ultra Strobe Communications, Inc for emergency lighting installation services for a total amount not to exceed $110,000.00 for fiscal year 2021. Pending final review and approval by the Village Attorney. ATTACHMENTS: • Ultrastrobe memo (DOCX) • Ultrastrobe Ordinance (DOCX) Trustee Liaison Staff Contact Johnson Tom C. Wisniewski, Village Board Monday, July 19, 2021 8.F Packet Pg. 96 VILLAGE OF BUFFALO GROVE MEMORANDUM DATE: July 15, 2021 TO: Dane Bragg, Village Manager FROM: Tom Wisniewski, Buyer SUBJECT: Emergency Lighting Services Background The Village currently has a contract with Ultra Strobe Communications, Inc. for the installation of emergency lighting and equipment in Police, Fire and select Public Works vehicles. The need for these services fluctuates based upon the replacement of units requiring up-fitting of emergency lighting equipment. The not to exceed amount in the past has been based upon past expenses with this vendor and is the average annual spend for emergency lighting services. The four new incoming 2021 Ford Police Utility Vehicles have had some changes to the design of the vehicle. These changes do not allow for certain emergency lighting and accessories to be reused which has increased the upfitting costs. Previously this contract was awarded at a not to exceed amount of $75,000.00. Due to the unforeseen increase in upfitting costs staff recommends increasing the contracted amount by $35,000.00 with a not to exceed amount of $110,000.00. The purchase and installation of emergency lighting and equipment in Police vehicles has no direct impact on the Village budget. The funds directed for the purchase of this type of equipment are obtained through Illinois statute (625 ILCS 5/16-104c) and are set aside for the purchase and maintenance of Police vehicles. Recommendation Staff recommends that the Village Board authorize the Village Manager to expend an additional $35,000.00 with Ultra Strobe Communications, Inc. for emergency lighting installation services for a total amount not to exceed $110,000.00 for fiscal year 2021. Pending final review and approval by the Village Attorney. 8.F.a Packet Pg. 97 At t a c h m e n t : U l t r a s t r o b e m e m o ( A u t h o r i z a t i o n f o r a C h a n g e O r d e r t o t h e U l t r a S t r o b e C o m m u n i c a t i o n s A g r e e m e n t ) ORDINANCE 2021-____ AN ORDINANCE AUTHORIZING A CHANGE ORDER TO THE ULTRA STROBE COMMUNICATIONS AGREEMENT WHEREAS, the Village of Buffalo is a home rule unit pursuant to the Illinois Constitution of 1970; and WHEREAS, the Village sought out companies qualified to provide the requested services and materials; and WHEREAS, the Village engaged in a procurement process to obtain the best value for money. NOW THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS, as follows: SECTION 1. The foregoing recitals are hereby adopted and incorporated and made a part of this Ordinance as if fully set forth herein. SECTION 2. The Village Manager is authorized to expend an additional $35,000 with Ultra Strobe Communications Inc., for a total amount not to exceed $110,000 for fiscal year 2021. Pending final review and approval by the Village Attorney. SECTION 3. If any section, paragraph, clause or provision of this Ordinance shall be held invalid, the invalidity thereof shall not affect any other provision of this Ordinance. SECTION 4. This Ordinance shall be in full force and effect from and after its passage and approval and not be codified. AYES: ___________________________________ NAYES: __________________________________ ABSENT: _________________________________ PASSED: _________________________________, 2021 APPROVED: _______________________________, 2021 APPROVED: ____________________________ Beverly Sussman, Village President ATTEST: ____________________________ Janet Sirabian, Village Clerk 8.F.b Packet Pg. 98 At t a c h m e n t : U l t r a s t r o b e O r d i n a n c e ( A u t h o r i z a t i o n f o r a C h a n g e O r d e r t o t h e U l t r a S t r o b e C o m m u n i c a t i o n s A g r e e m e n t ) Updated: 7/15/2021 2:24 PM Page 1 Resolution No. R-2021-19 : Approval of the Revised 2021 Pay Ranges Recommendation of Action Staff recommends approval. Attached please find the proposed updated 2021 pay ranges for employees of the Village of Buffalo Grove. The document which became effective on January 1, 2021 has been modified to reflect a change in the pay range for the position of Police Sergeant. The pay range for Police Sergeant is proposed to increase by five percent (5.0%) effective July 19, 2021 to address issues of externa l equity with similar Police Sergeant positions in communities considered comparable to the Village of Buffalo Grove. The amendment of the pay range for the position does not impose an increase in the rate of pay. Rather, compensation is reviewed for equity amongst comparable positions at the time of finalizing performance evaluations. The proposed pay range amendment meets the Village's goal for comparability as established in its adopted compensation plan. ATTACHMENTS: • 2021 Pay Ranges_Revised 7.19.21 (PDF) • 7.19.21 Revised Pay Ranges Resolution (DOCX) Trustee Liaison Staff Contact Weidenfeld Arthur a Malinowski, Human Resources Monday, July 19, 2021 9.A Packet Pg. 99 Position New Min Step New Max Step Pay Grade 74 $136,302.40 416 $203,139.04 496 Deputy Village Manager Pay Grade 70 $123,362.72 396 $183,853.28 476 Director of Finance Police Chief Fire Chief Director of Public Works Director of Community Development Pay Grade 66 $107,820.96 369 $161,493.28 450 Deputy Fire Chief Director of Human Resources Deputy Police Chief Village Engineer Pay Grade 62 $102,063.52 358 $152,110.40 438 Police Commander Battalion Chief Deputy Director of Finance Administrative Services Director Assistant Public Works Director Pay Grade 58 $91,457.60 336 $136,302.40 416 Police Lieutenant Building Commissioner Head Golf Professional BG & Arbo Public Works Superintendent Deputy Community Development Director Pay Grade 56 $88,318.88 329 $131,626.56 409 Police Sergeant (Effective July 19, 2021) Pay Grade 54 $84,023.68 319 $125,222.24 399 Civil Engineer II Principal Planner EMS Educator Pay Grade 50 $116,777.44 385 $129,671.36 406 Village of Buffalo Grove 2021 Pay Ranges with a general wage increase of one and a half percent (1.5%) awarded on January 1, 2021 Revised: July 19, 2021 9.A.a Packet Pg. 100 At t a c h m e n t : 2 0 2 1 P a y R a n g e s _ R e v i s e d 7 . 1 9 . 2 1 ( R - 2 0 2 1 - 1 9 : R e v i s e d 2 0 2 1 P a y R a n g e s ) Fire Lieutenant/ Paramedic (May 1, 2021 - April 30, 2022) Pay Grade 46 $114,470.72 381 $127,118.88 402 Fire Lieutenant/ Non-Paramedic (May 1, 2021 - April 30, 2022) Pay Grade 42 $77,577.76 303 $115,618.88 383 Public Works Manager Purchasing Manager Civil Engineer I Assistant to the Village Manager Pay Grade 34 $72,346.56 289 $107,820.96 369 Plan Reviewer Mechanic III Crew Leader Community Engagement Manager Technical Services Manager Pay Grade 29 $68,144.96 277 $111,096.96 375 Firefighter/Paramedic (May 1, 2021 - April 30, 2022) Pay Grade 25 $74,172.80 294 $109,445.44 372 Patrol Officer (January 1 , 2021 - December 31, 2021) Pay Grade 21 $65,478.40 269 $97,585.28 349 Building Inspector Health Inspector Electrical & Mechanical Inspector Fire Inspector EMA Coordinator Deputy Fire Marshal Plumbing Inspector Administrative Services Manager Property Maintenance Inspector Mechanic II Building Maintenance Worker Accountant Associate Planner Deputy Village Clerk Engineering Technician Management Analyst Head Golf Professional Maintenance Worker II 9.A.a Packet Pg. 101 At t a c h m e n t : 2 0 2 1 P a y R a n g e s _ R e v i s e d 7 . 1 9 . 2 1 ( R - 2 0 2 1 - 1 9 : R e v i s e d 2 0 2 1 P a y R a n g e s ) Buyer Pay Grade 17 $57,516.16 243 $85,716.80 323 Public Education Officer-Fire Social Worker Permit Coordinator Maintenance Worker I Pay Grade 13 $50,267.36 216 $73,804.64 293 Administrative Assistant Utility Billing Coordinator Accounts Payable Coordinator Payroll Coordinator Assistant Golf Professional Evidence Custodian Pay Grade 9 $46,182.24 199 $68,827.20 279 Community Service Officer Desk Officer Clerk Community Engagement Specialist Pay Grade 5 $26,549.12 88 $39,565.76 168 Fleet Maintenance Shop Assistant Engineering Aide Pay Grade 1 $21,209.76 43 $29,334.24 108 School Crossing Guard Laborer Golf Course Attendant 9.A.a Packet Pg. 102 At t a c h m e n t : 2 0 2 1 P a y R a n g e s _ R e v i s e d 7 . 1 9 . 2 1 ( R - 2 0 2 1 - 1 9 : R e v i s e d 2 0 2 1 P a y R a n g e s ) RESOLUTION NO. 2021- A RESOLUTION APPROVING THE REVISED 2021 PAY RANGES FOR VILLAGE OF BUFFALO GROVE EMPLOYEES WHEREAS, on December 7, 2020, the Village President and Board of Trustees adopted the Village of Buffalo Grove’s fiscal year 2021 budget, and; WHEREAS, on December 7, 2020, the Village President and Board of Trustees approved the 2021 pay ranges, and; WHEREAS, the 2021 pay ranges have been revised so that they are more accurately aligned with both the internal and external labor market and; NOW, THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS as follows: 1. The Village of Buffalo Grove does hereby approve the revised 2021 Pay Ranges for Village of Buffalo Grove Employees (attached). 2. The revised 2021 Pay Ranges will become effective upon approval, unless noted otherwise within the attached Pay Range document. AYES: NAYES: ABSENT: PASSED: APPROVED: ATTEST: APPROVED: Village Clerk Village President 9.A.b Packet Pg. 103 At t a c h m e n t : 7 . 1 9 . 2 1 R e v i s e d P a y R a n g e s R e s o l u t i o n ( R - 2 0 2 1 - 1 9 : R e v i s e d 2 0 2 1 P a y R a n g e s ) Updated: 7/15/2021 12:15 PM Page 1 Ordinance No. O-2021-49 : Multi-Function Printer Lease and Maintenance Agreement Recommendation of Action Staff recommends approval. Staff recommends that the Village Board authorize the Village Manager to perform all actions necessary to execute a five-year equipment lease agreement and maintenance agreement with Canon Solutions America Inc, at an estimated amount of $182,650.00, pending final review and approval of the agreements by the Village Attorney. ATTACHMENTS: • MFP Memo (DOCX) • MFP Ordinance (DOCX) Trustee Liaison Staff Contact Smith Tom C. Wisniewski, Village Board Monday, July 19, 2021 9.B Packet Pg. 104 VILLAGE OF BUFFALO GROVE MEMORANDUM DATE: July 15, 2021 TO: Dane Bragg, Village Manager FROM: Tom Wisniewski, Buyer SUBJECT: Multi-Function Printers Lease Agreement Background The Village released an RFP for multi-function printers as the current lease will terminate in October. Staff received and reviewed proposals from eight different companies representing six different manufacturers. After review of the proposals, three companies were brought in to provide demonstration units (Canon, Marco (Sharp), and Toshiba). After weeks of demonstrating the different units in different departments , staff met to discuss the performance and features of each machine. Staff was able to narrow the selection to two remaining machines that had performed well. Reference checks on each of the providers as well as the equipment proposed all returned favorab le results. With performance, reliability and service all appearing to be relatively equal, staff met with Canon and Toshiba, to negotiate final costs. Based upon reference check responses revolving around equipment reliability and durability, and after final negotiations, staff recommends entering into a five-year lease agreement with Canon Solutions America Inc. for 18 multi-function printers. Past experience with Canon has been deemed by staff to be very good and their overall performance met the Village’s expectations. The cost for the entire 5-year lease is estimated at $182,650.00. The estimated cost per year is $36,530 which comes in below the budgeted amount of $45,300. In addition, the Village continues to make a concerted effort to “go paperless” and as such has required less robust equipment and has seen reduced costs since moving to a cost per print/copy pricing scheme. The cost for the Maintenance Plan is based upon estimated actuals from the prior 4-year lease. Because staff is recommending a cost per print/copy plan, the costs for the agreement can only be estimated at this time. The Village will only be charged based upon actual prints/copies made. Staff has reviewed the capabilities of the optional print management software (uniFlow) and does not believe, at this time, it would be advantageous to purchase this item. The standard software that is included meets the Village’s needs. Recommendation Staff recommends that the Village Board authorize the Village Manager to perform all actions necessary to execute a five-year equipment lease agreement and maintenance agreement with Canon Solutions America Inc, at an estimated amount of $182,650.00, pending final review and approval of the agreements by the Village Attorney. 9.B.a Packet Pg. 105 At t a c h m e n t : M F P M e m o ( O - 2 0 2 1 - 4 9 : M u l t i - F u n c t i o n P r i n t e r L e a s e a n d M a i n t e n a n c e A g r e e m e n t ) Scoring and Ranking Negotiated Cost Scoring and Ranking SCORE/RANKING RESULTS SPONSORING DEPARTMENT:Office of the Village Manager REQUEST FOR QUALIFICATIONS NO:VoBG-2021-09 TITLE/DESCRIPTION:Multifunction Printer Copier Maximum Rating Points 10 5 15 30 10 30 100 Category Qualifications & Experience Technical Response Support Equipment User Interface/Software Cost Total Name of Applicant Firms Marco (Sharp)7.75 3.75 10.25 19.50 7.50 48.75 30.00 78.75 Cannon Solutions America 8.50 4.50 11.75 22.00 7.75 54.50 24.00 78.50 Toshiba 8.00 3.25 10.25 18.38 7.00 46.88 30.00 76.88 Imagetec (HP)6.75 3.25 9.50 18.50 6.75 44.75 30.00 74.75 Xerox Business Solutions 6.75 3.50 9.75 19.50 7.00 46.50 27.00 73.50 Proven IT (Xerox)6.00 2.50 10.25 17.50 6.25 42.50 30.00 72.50 Konica Minolta 8.00 3.25 10.25 18.50 6.50 46.50 24.00 70.50 CDS Technologies (Konica Minolta)6.00 2.50 9.25 17.50 7.00 42.25 28.00 70.25 SCORE/RANKING RESULTS SPONSORING DEPARTMENT:Office of the Village Manager REQUEST FOR QUALIFICATIONS NO:VoBG-2021-09 TITLE/DESCRIPTION:Multifunction Printer Copier Maximum Rating Points 10 5 15 30 10 30 100 Category Qualifications & Experience Technical Response Support Equipment User Interface/Software Cost Total Name of Applicant Firms Marco (Sharp)7.75 3.75 10.25 19.50 7.50 48.75 30.00 78.75 Cannon Solutions America 8.50 4.50 11.75 22.00 7.75 54.50 24.00 78.50 Cannon Solutions America Negotiated Pricing 8.50 4.50 11.75 22.00 7.75 54.50 30.00 84.50 Toshiba 8.00 3.25 10.25 18.38 7.00 46.88 30.00 76.88 Imagetec (HP)6.75 3.25 9.50 18.50 6.75 44.75 30.00 74.75 Xerox Business Solutions 6.75 3.50 9.75 19.50 7.00 46.50 27.00 73.50 Proven IT (Xerox)6.00 2.50 10.25 17.50 6.25 42.50 30.00 72.50 Konica Minolta 8.00 3.25 10.25 18.50 6.50 46.50 24.00 70.50 CDS Technologies (Konica Minolta)6.00 2.50 9.25 17.50 7.00 42.25 28.00 70.25 9.B.a Packet Pg. 106 At t a c h m e n t : M F P M e m o ( O - 2 0 2 1 - 4 9 : M u l t i - F u n c t i o n P r i n t e r L e a s e a n d M a i n t e n a n c e A g r e e m e n t ) ORDINANCE 2021-____ AN ORDINANCE AUTHORIZING EXECUTION OF A LEASE AND MAINTENANCE AGREEMENT WITH CANON FOR MULTI-FUNTION PRINTERS WHEREAS, the Village of Buffalo Grove is a home rule unit pursuant to the Illinois Constitution of 1970; and WHEREAS, the Village sought out companies qualified to provide the requested services and materials; and WHEREAS, the Village engaged in a competitive procurement process to obtain the best value for money. NOW THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS, as follows: SECTION 1. The foregoing recitals are hereby adopted and incorporated and made a part of this Ordinance as if fully set forth herein. SECTION 2. The Village Manager is authorized to execute a five-year equipment lease agreement with Canon Financial Services and maintenance agreement with Canon Solutions America Inc, at an estimated amount of $182,650.00 for the entire five-year agreement, pending final review and approval of the agreements by the Village Attorney. SECTION 3. If any section, paragraph, clause or provision of this Ordinance shall be held invalid, the invalidity thereof shall not affect any other provision of this Ordinance. SECTION 4. This Ordinance shall be in full force and effect from and after its passage and approval and not be codified. AYES: ___________________________________ NAYES: __________________________________ ABSENT: _________________________________ PASSED: _________________________________, 2021 APPROVED: _______________________________, 2021 APPROVED: ____________________________ Beverly Sussman, Village President ATTEST: ____________________________ Janet Sirabian, Village Clerk 9.B.b Packet Pg. 107 At t a c h m e n t : M F P O r d i n a n c e ( O - 2 0 2 1 - 4 9 : M u l t i - F u n c t i o n P r i n t e r L e a s e a n d M a i n t e n a n c e A g r e e m e n t ) Updated: 7/13/2021 2:25 PM Page 1 Ordinance No. O-2021-50 : Ordinance Approving an Amendment to the FY20 Budget Recommendation of Action Staff recommends approval Staff recommends approval of an amendment to the FY 2020 Adopted Budget to reflect post -audit recommendations based on reclassifications made during the audit process. A detailed list of the amendments is attached. ATTACHMENTS: • BOT Memo (DOCX) • Ordinance (DOCX) • BOT 7.19.21 bud amend exhibit (PDF) Trustee Liaison Staff Contact Weidenfeld Chris Stilling, Community Development Monday, July 19, 2021 9.C Packet Pg. 108 VILLAGE OF BUFFALO GROVE TO: Dane C. Bragg, Village Manager FROM: Chris Black, Director of Finance DATE: June 21, 2021 RE: 2020 Second Budget Amendment Staff recommends approval of an amendment to the FY 2020 Adopted Budget to reflect post-audit recommendations based on reclassifications made during the audit process. A detailed list of the amendments is attached to this memorandum. The budget was presented to the Village President and Board of Trustees on November 18, 2019. Notice of the public hearing was published on October 21, 2019. The 2020 Budget was formally approved on December 2, 2019. The Board of Trustees approved a first budget amendment on September 21, 2020 as a result of the COVID-19 pandemic and May 2020 bond issue. The attached proposed budget amendment modifies the original budget document, as first amended, and approved by the Village Board. The primary purpose of the amendment is to ensure the Village expenses do not exceed budget amounts at the fund level. Budged expenses are increased for street, water, and sewer projects funded by the bond proceeds as part of the Infrastructure Modernization Program. The Village also establish several new funds for which budgets had to be established. The budget amendment also includes several changes to interfund transfers ensure the movement of funds is consistent with the budgeted amount. Interfund transfers were more frequent than past years primarily due to revenue from the 2020 Series Bonds and the use of proceeds for street, water, and sewer projects funded by the bond proceeds. The budget amendments will be part of the 2020 Comprehensive Annual Financial Report that will be presented to the Village Board at the August 2nd COW Meeting. Please contact me if you have any questions. 9.C.a Packet Pg. 109 At t a c h m e n t : B O T M e m o ( O - 2 0 2 1 - 5 0 : A m e n d m e n t t o t h e F Y 2 0 B u d g e t ) ORDINANCE NO. 2021 - _______ AN ORDINANCE AMENDING FISCAL 2020 (JANUARY 1-DECEMBER 31, 2020) BUDGET FOR THE VILLAGE OF BUFFALO GROVE WHEREAS, in accordance with Section 8-2-9.1 et. Seq. of the Illinois Municipal Code, 65 ILCS 5/8-2-9.1 et seq., and Section 2.08.043 of the Village of Buffalo Grove Municipal Code, the President and Board of Trustees of the Village of Buffalo Grove have adopted the budget officer system; and WHEREAS, pursuant to Section 8-2-9.4 of the Illinois Municipal Code, 65 ILCS 5/8-2-9.4 and Section 2.08.43 of the Village of Buffalo Grove Municipal Code, the Village adopted an annual budget for fiscal year 2020, by Village ordinance number 2019-78, on December 2, 2020 in the amount of $80,837,127; and WHEREAS, the President and Board of Trustees of the Village of Buffalo Grove find that an amendment to the annual budget ordinance is necessary at this time to more accurately r eflect the experience of the 2020 fiscal year. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS that: SECTION 1. That in order to more accurately reflect the experience of fiscal year 2020, certain budget amendments are necessary per the attached. SECTION 2. That these amendments should reflect actual revenues and expenditures for fiscal year 2020 and will increase the total amount of the budgeted revenue by $15,901,951 and budgeted expenditures by $20,972,541. SECTION 3. That the following amendments be made to the various department and line item accounts as specified. (Exhibit A) SECTION 4. Additional funds are available to effectuate this revision. SECTION 5. That this ordinance shall be in full force and effect after the passage and publication pursuant to the laws of the State of Illinois and the Village of Buffalo Grove. AYES: NAYES: ABSENT: PASSED: , 2020. APPROVED: , 2020. PUBLISHED:___________________________________, 2020. Village President ATTEST: Village Clerk 9.C.b Packet Pg. 110 At t a c h m e n t : O r d i n a n c e ( O - 2 0 2 1 - 5 0 : A m e n d m e n t t o t h e F Y 2 0 B u d g e t ) 2020 Budget Amendment Revenue 2020 2020 2020 Account Adopted First Revised Number Account Description Budget Amendment Change Budget 100.460.05 Operating Transfers Interfund Transfers In 780,000 780,000 1,228,315 2,008,315 (From MFT Fund for eligible expenses) Total General Fund Revenue (100)45,407,207 41,811,649 1,228,315 43,039,964 125.460..05 Operating Transfers Interfund Transfers In 72,959 72,959 (From General Fund to temporarily address expenses) Total Lake Cook Road TIF Fund Revenue (125)72,959 72,959 140.460.05 Operating Transfers Interfund Transfers In 673,600 673,600 589,050 1,262,650 (From Water/Sewer Fund for 2020 Bonds debt service payment) Total Debt Service Fund Revenue (140)1,586,369 27,954,706 589,050 28,543,756 150.460.05 Operating Transfers Interfund Transfers In 375,000 375,000 175,000 550,000 (From General Fund capital reserves for improvements) Total Capital Projects Facilities Fund Revenue (150)375,000 375,000 175,000 550,000 155.460.05 Operating Transfers Interfund Transfers In 1,350,000 1,350,000 (From General Fund capital reserves for vehicles) Total Capital Projects Vehicles and Equipment Revenue (155)1,350,000 1,350,000 160.460.05 Operating Transfers Interfund Transfers In 1,600,000 1,600,000 5,371,962 6,971,962 (From Debt Service Fund for capital projects) 160.465.65 All Other Revenue Grants 650,000 650,000 Total Capital Projects Streets Revenue (160)1,600,000 1,600,000 6,021,962 7,621,962 170.460.05 Operating Transfers Interfund Transfers In - - 3,553,408 3,553,408 (From Debt Service Fund for capital projects) Total Water & Sewer Fund Revenue (170)12,386,000 14,882,442 3,553,408 18,435,850 211.461.01 Internal Service Contributions IT Fund 1,819,152 1,819,152 130,000 1,949,152 (Service charges to all departments) Total Information Technology Fund Revenue (211)1,819,152 1,819,152 130,000 1,949,152 212.461.03 Internal Service Contributions Central Garage Fund 1,788,935 1,788,935 681,257 2,470,192 (Service charges to all departments) Total Central Garage Fund Revenue (212)1,788,935 1,788,935 681,257 2,470,192 250.460.05 Operating Transfers Interfund Transfers In 2,100,000 2,100,000 (From General Fund for VSI and prior fund deficit) Total Retiree Health Savings Fund Revenue (250)2,100,000 2,100,000 Expense 2020 2020 2020 Account Adopted First Revised Number Account Description Budget Amendment Change Budget 100.45.580.57 All Other Expense Police Grant Charges 10,000 10,000 920,000 930,000 (Expenses resulting from grant of same amount for computer aided dispatch) 100.70.40.570.25 Operating Transfers Retiree Health Savings Fund 0 0 2,100,000 2,100,000 (For VSI and prior fund deficit) Exhibit A 9.C.c Packet Pg. 111 At t a c h m e n t : B O T 7 . 1 9 . 2 1 b u d a m e n d e x h i b i t ( O - 2 0 2 1 - 5 0 : A m e n d m e n t t o t h e F Y 2 0 B u d g e t ) 100.70.40.570.30 Operating Transfers Capital Projects Fund 0 0 2,888,315 2,888,315 (Capital Reserve tranfers for vehicles, equipment, and facilities) 100.70.40.570.45 Operating Transfers TIF fund 0 0 72,959 72,959 (Funds to address expenses in TIF Fund) Total General Fund Expenses (100)45,376,742 43,245,564 5,981,274 49,226,838 125.50.580.10 All Other Expense Consultant Fees - - 72,959 72,959 (Consulting expenses to establish TIF) Total Lake Cook Road TIF Fund Expenses (125)72,959 72,959 130.75.560.20 Capital Projects Streets & Highways 1,600,000 1,600,000 -1,600,000 0 130.75.570.10 Operating Transfers Corporate Fund 0 0 988,315 988,315 (To General Fund for MFT eligible expenses) Total Motor Fuel Tax Fund Expenses (130)1,600,000 1,600,000 -611,685 988,315 135.75.570.30 Operating Transfers Capital Projects Fund - - 200,000 200,000 (Funding for street capital projects) Total Local Motor Fuel Tax Fund Expenses (135)- - 200,000 200,000 140.85.565.10 Debt Service Principal 1,285,000 1,285,000 15,000 1,300,000 (Change to reflect actual expense) 140.85.565.20 Debt Service Interest 296,369 296,369 563,631 860,000 (Interest for 2020 Bonds) 140.85.565.40 Debt Service Bond Issue Costs - - 340,000 340,000 (Issuance costs for 2020 Bonds) 140.85.570.10 Operating Transfers Corporate Fund - - 240,000 240,000 (Reimbursement for 2020 Bonds eligible expenses) 140.85.570.15 Operating Transfers Capital Projects Streets - - 5,783,647 5,783,647 (Use of 2020 Bond proceeds for street projects) 140.85.570.40 Operating Transfers Water & Sewer Fund - - 3,553,408 3,553,408 (Use of 2020 Bond proceeds for water/sewer projects) Total Debt Service Fund Expenses (140)1,581,369 1,581,369 10,495,686 12,077,055 150.75.560.30 Capital Projects Buildings & Structures 195,000 195,000 325,000 520,000 (Fire CAFT expenses that were reimbursed) 150.75.560.40 Capital Projects Improvements Other Than Building 180,000 180,000 -180,000 0 Total Capital Projects Facilities Fund Expenses (150)375,000 375,000 145,000 520,000 155.75.555.20 Capital Equipment Automobiles & Trucks - - 1,310,000 1,310,000 (Vehicle purchases in new fund) 155.75.560.50 Capital Projects Technology - - 20,000 20,000 (IT purchases in new fund) 155.75.580.05 All Other Expense All Other Expenses 0 0 9,000 9,000 (Other purchases in new fund) Total Capital Projects Vehicles and Equipment Expenses (155)- - 1,339,000 1,339,000 160.75.560.20 Capital Projects Streets & Highways 1,600,000 6,504,000 1,006,000 7,510,000 (Street projects in Infrastructure Maintenance Program) 160.75.580.05 All Other Expense All Other Expenses - - 4,000 4,000 Total Capital Projects Streets Expenses (160)1,600,000 6,504,000 1,010,000 7,514,000 170.55.35.570.20 Operating Transfers Debt Service Fund 180,000 180,000 589,050 769,050 (Water/Sewer Fund contribution for 2020 Bonds debt service) Total Water & Sewer Fund Expenses (170)12,877,757 18,674,147 589,050 19,263,197 211.92.550.05 Maintenance & Repairs - Other Department Equipment 10,000 10,000 30,000 40,000 211.92.555.40 Capital Equipment Technology - - 100,000 100,000 (Computer purchases) Total Information Technology Fund Expenses (211)10,000 10,000 130,000 140,000 212.93.555.20 Capital Equipment Automobiles & Trucks 18,743 18,743 681,257 700,000 (Vehicle purchases) Total Central Garage Fund Expenses (212)1,788,935 1,788,935 681,257 2,470,192 250.91.505.90 Personal Benefits RHS Contribution - - 940,000 940,000 (Retiree health insurance contribution) Total Retiree Health Savings Fund Expense (250)- - 940,000 940,000 9.C.c Packet Pg. 112 At t a c h m e n t : B O T 7 . 1 9 . 2 1 b u d a m e n d e x h i b i t ( O - 2 0 2 1 - 5 0 : A m e n d m e n t t o t h e F Y 2 0 B u d g e t ) Updated: 7/15/2021 12:14 PM Page 1 Ordinance No. O-2021-51 : Conveyance of Property from the Village to the Park District Recommendation of Action Staff recommends approval. The Village currently holds Outlot C from the previously completed Easthaven Subdivision. Outlot C was to become right-of-way to contain the extension of Meridian Way. With the approval of the Link Crossing Subdivision, Outlot C is no longer required for right of way and shall be conveyed to the Park District for use with Prairie Grove Park. ATTACHMENTS: • Memo T Bragg_Property Conveyance Park Dist_7-13-21 (DOCX) • survey outlot C Easthaven (PDF) • QUIT CLAIM DEED - VILLAGE BUFF GRVE TO PARK DISTRICT 7-14-2021 clean (DOC) • Ordinance_Property Conveyance Outlot C_21-0714 (DOCX) Trustee Liaison Staff Contact Johnson Darren Monico, Public Works Monday, July 19, 2021 9.D Packet Pg. 113 VILLAGE OF BUFFALO GROVE MEMORANDUM DATE: July 15, 2021 TO: Dane Bragg, Village Manager FROM: Darren Monico, Village Engineer SUBJECT: Conveyance of Village Property to the Buffalo Grove Park District Outlot C of the Easthaven Subdivision is currently owned by the Village. This outlot was to become right of way for the extension of Meridian Way if needed by the Village in the future. With the construction of the Link Crossing subdivision, K Hovnanian Homes is donating land adjacent to Outlot C and the current Prairie Grove Park. For this reason, Outlot C is no longer needed by the Village and shall be transferred to the Park District for use at Prairie Grove Park. The Engineering Department recommends approval of the enclosed quit claim deed conveying Outlot C of the Easthaven Subdivision to the Buffalo Grove Park District. 9.D.a Packet Pg. 114 At t a c h m e n t : M e m o T B r a g g _ P r o p e r t y C o n v e y a n c e P a r k D i s t _ 7 - 1 3 - 2 1 ( O - 2 0 2 1 - 5 1 : C o n v e y a n c e o f P r o p e r t y t o t h e P a r k D i s t r i c t ) 9.D.b Packet Pg. 115 At t a c h m e n t : s u r v e y o u t l o t C E a s t h a v e n ( O - 2 0 2 1 - 5 1 : C o n v e y a n c e o f P r o p e r t y t o t h e P a r k D i s t r i c t ) 1 QUIT CLAIM DEED Statutory (ILLINOIS) (Corporation to Corporation) THE GRANTOR, THE VILLAGE OF BUFFALO GROVE, ILLINOIS, an Illinois home rule municipal corporation (“Grantor”), for and in consideration of TEN AND NO/100 ($10.00) DOLLARS, and other good and valuable consideration, in hand paid, and pursuant to authority given by the Village Board of said corporation, CONVEYS and QUIT CLAIMS to BUFFALO GROVE PARK DISTRICT, a body politic organized and existing under the Park District Code of the State of Illinois (“Grantee”) 530 Bernard Drive Buffalo Grove, Illinois 60089 all interest in the following described Real Estate situated in the County of Lake in the State of Illinois, to wit: See Exhibit “A”, attached hereto and incorporated herein. Permanent Real Estate Index Number: 15-21-304-003-0000 Address(es) of Real Estate: Outlot C - Easthaven Subdivision, Buffalo Grove, Illinois 60089 Exempt under provisions of Paragraph (e) of Section 31-45, of the Illinois Real Estate Transfer Tax Statute. Grantor or Representative Date: (SIGNATURES APPEAR ON THE FOLLOWING PAGE) 9.D.c Packet Pg. 116 At t a c h m e n t : Q U I T C L A I M D E E D - V I L L A G E B U F F G R V E T O P A R K D I S T R I C T 7 - 1 4 - 2 0 2 1 c l e a n ( O - 2 0 2 1 - 5 1 : C o n v e y a n c e o f P r o p e r t y t o t h e P a r k 2 In Witness Whereof, said Grantor has caused its name to be signed to these presents by its Village Manager, and attested by its Village Clerk, this day of , 2021. THE VILLAGE OF BUFFALO GROVE, ILLINOIS, an Illinois municipal corporation BY: NAME: Dane Bragg ITS: Village Manager ATTEST: NAME: Janet Sirabian ITS: Village Clerk 9.D.c Packet Pg. 117 At t a c h m e n t : Q U I T C L A I M D E E D - V I L L A G E B U F F G R V E T O P A R K D I S T R I C T 7 - 1 4 - 2 0 2 1 c l e a n ( O - 2 0 2 1 - 5 1 : C o n v e y a n c e o f P r o p e r t y t o t h e P a r k 3 State of Illinois, County of ss: I, the undersigned, a Notary Public, in and for the County and State aforesaid, DO HEREBY CERTIFY, that DANE BRAGG, personally known to me to be the Village Manager of THE VILLAGE OF BUFFALO GROVE, ILLINOIS, an Illinois municipal corporation and JANET SIRABIAN, personally known to me to be the Village Clerk of said corporation, and personally known to me to be the same persons whose names are subscribed to the foregoing instrument, appeared, before me this day in person and severally acknowledged that as such Village Manager and Village Clerk, they signed and delivered the said instrument and caused the corporate seal of said corporation to be affixed thereto, pursuant to authority given by the Village Board of said corporation, as their free and voluntary act, and as the free and voluntary act and deed of said corporation, for the uses and purposes therein set forth. Given under my hand and official seal, this day of 2021. NOTARY PUBLIC Commission expires 20 . This instrument was prepared by: Richard Golab, Schain, Banks, Kenny & Schwartz, Ltd., Three First National Plaza, 70 West Madison Street, Suite 2300, Chicago, Illinois 60602 After recording, please mail to: BUFFALO GROVE PARK DISTRICT, c/o Ryan Risinger, Executive Director, 530 Bernard Drive, Buffalo Grove, Illinois 60089 (NAME AND ADDRESS) AFTER RECORDING SEND SUBSEQUENT TAX BILLS TO: BUFFALO GROVE PARK DISTRICT, a body politic organized and existing under the Park District Code of the State of Illinois c/o Ryan Risinger Executive Director 530 Bernard Drive Buffalo Grove, Illinois 60089 9.D.c Packet Pg. 118 At t a c h m e n t : Q U I T C L A I M D E E D - V I L L A G E B U F F G R V E T O P A R K D I S T R I C T 7 - 1 4 - 2 0 2 1 c l e a n ( O - 2 0 2 1 - 5 1 : C o n v e y a n c e o f P r o p e r t y t o t h e P a r k 4 EXHIBIT “A” LEGAL DESCRIPTION OUTLOT C IN EASTHAVEN SUBDIVISION, BEING A SUBDIVISION OF PART OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 43 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MAY 29, 2014 , AS DOCUMENT NUMBER 7102105, IN LAKE COUNTY ILLINOIS. COMMON ADDRESS: OUTLOT C - EASTHAVEN SUBDIVISION, BUFFALO GROVE, ILLINOIS 60089 PIN: 15-21-304-003-0000 9.D.c Packet Pg. 119 At t a c h m e n t : Q U I T C L A I M D E E D - V I L L A G E B U F F G R V E T O P A R K D I S T R I C T 7 - 1 4 - 2 0 2 1 c l e a n ( O - 2 0 2 1 - 5 1 : C o n v e y a n c e o f P r o p e r t y t o t h e P a r k 1 ORDINANCE NO. 2021 - ________ AN ORDINANCE APPROVING CONVEYANCE OF OUTLOT C IN THE EASTHAVEN SUBDIVISION WHEREAS, the Village of Buffalo Grove is a Home Rule Unit pursuant to the Illinois Constitution of 1970; and, WHEREAS, the Village of Buffalo Grove is agreeable to convey Outlot C in the Easthaven Subdivision, being a subdivision of Part of the East ½ of the Southwest ¼ of Section 21, Township 43 North, Range 11, East of Third Principal Meridian, according to the Plat thereof recorded May 29, 2014 as Document 7102105, in Lake County, Illinois, to the Buffalo Grove Park District; NOW, THEREFORE, BE IT ORDAINED by the Village President and Board of Trustees of the Village of Buffalo Grove, Cook and Lake Counties, Illinois, as follows: Section 1: That it is necessary to convey the property to the Buffalo Grove Park District for use at Prairie Grove Park. Section 2: The Village Manager is authorized and directed to execute the Quit Claim Deed. A copy of said Deed is attached hereto and made a part hereof. Section 3: If any section, paragraph, clause or provision of this Ordinance shall be held invalid, the invalidity thereof shall not affect any other provision of this Ordinance. Section 4: This Ordinance shall be in full force and effect from and after its passage and approval and shall not be codified. 9.D.d Packet Pg. 120 At t a c h m e n t : O r d i n a n c e _ P r o p e r t y C o n v e y a n c e O u t l o t C _ 2 1 - 0 7 1 4 ( O - 2 0 2 1 - 5 1 : C o n v e y a n c e o f P r o p e r t y t o t h e P a r k D i s t r i c t ) 2 AYES: _________________________________________________________ NAYES: ________________________________________________________ ABSENT: _______________________________________________________ PASSED: ___________________________, 2021 APPROVED: ________________________, 2021 APPROVED: __________________________ Village President ATTEST: ______________________ Village Clerk 9.D.d Packet Pg. 121 At t a c h m e n t : O r d i n a n c e _ P r o p e r t y C o n v e y a n c e O u t l o t C _ 2 1 - 0 7 1 4 ( O - 2 0 2 1 - 5 1 : C o n v e y a n c e o f P r o p e r t y t o t h e P a r k D i s t r i c t ) Updated: 7/14/2021 8:48 AM Page 1 Information Item : Executive Session- Section 2(C)(6) of the Illinois Open Meetings Act: (6) the Setting of a Price for Sale or Lease of Property Owned by the Public Body Recommendation of Action Staff recommends going into executive session. Executive Session- Section 2(C)(6) of the Illinois Open Meetings Act: (6) the Setting of a Price for Sale or Lease of Property Owned by the Public Body Trustee Liaison Staff Contact Sussman Chris Stilling, Community Development Monday, July 19, 2021 13.1 Packet Pg. 122 Updated: 7/13/2021 11:56 AM Page 1 Information Item : Executive Session - Section 2(C)(1) of the Illinois Open Meetings Act: the Appointment, Employment, Compensation, Discipline, Performance, or Dismissal of Specific Employees of the Public Body or Legal Counsel for the Public Body, Including Hearing Testimony on a Complaint Lodged Against an Employee of the Public Body or Against Legal Counsel for the Public Body to Determine Its Validity. Recommendation of Action Staff recommends going into executive session. Executive Session - Section 2(C)(1) of the Illinois Open Meetings Act: The appointment, employment, compensation, discipline, performance, or dismissal of specific employees of the public body or legal counsel for the public body, including hearing testimony on a complaint lodge d against an employee of the public body or against legal counsel for the public body to determine its validity. Trustee Liaison Staff Contact Sussman Chris Stilling, Community Development Monday, July 19, 2021 13.2 Packet Pg. 123