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HomeMy WebLinkAboutRESOLUTION - 55-25 - 8/12/2025 - 6B 2082 ESTES AVENUE, KAZKO HOLDINGS LLCRESOLUTION NO.55-25 A RESOLUTION DETERMINING THE APPROPRIATENESS FOR CLASS 6B STATUS PURSUANT TO THE COOK COUNTY REAL PROPERTY CLASSIFICATION ORDINANCE AS AMENDED JULY 27, 2018, FOR CERTAIN REAL ESTATE LOCATED AT 2082 ESTES AVENUE, ELK GROVE VILLAGE, ILLINOIS (KAZKO HOLDINGS LLC) WHEREAS, the Village of Elk Grove Village desires to promote the development of industry in the Village of Elk Grove; and WHEREAS, the Cook County Assessor is operating under an ordinance enacted by the Cook County Board of Commissioners, and amended from time to time, the most recent amendment becoming effective as of July 27, 2018, which has instituted a program to encourage industrial and commercial development in Cook County known as the Cook County Real Property Classification Ordinance; and WHEREAS, in the case of abandoned property, if the municipality or the Mayor and Board of Trustees, finds that special circumstances justify finding that the property is "abandoned" for purpose of Class 6B, even though it has been vacant and unused for less than 12 months, that finding, along with the specification of the circumstances, shall be included in the resolution or ordinance supporting and consenting to the Class 613 application. Such resolution or ordinance shall be filed with the eligibility application. If the ordinance or resolution is that of a municipality, the approval of the Board of Commissioners of Cook County is required to validate such shortened period of qualifying abandonment, and a resolution to that effect shall be included with the Class 6B eligibility application filed with the Assessor; and WHEREAS, the Petitioner has applied for or is applying for Class 6B property status pursuant to said aforementioned ordinance for certain real estate located at 2082 Estes Avenue, in the Village of Elk Grove Village, Cook County, Illinois, with the Property Index Number 08-35-102-052-0000, and has proven to this Board that such incentive provided for in said ordinance is necessary for development to occur on this specific real estate. NOW, THEREFORE, BE IT RESOLVED by the Mayor and Board of Trustees of the Village of Elk Grove Village, Counties of Cook and DuPage, Illinois: Section 1: That the request of the Petitioner to have certain real estate located at 2082 Estes Avenue, Elk Grove Village, Cook County, Illinois, identified by Property Index Number 08-35-102-052-0000, declared eligible for Class 613 special circumstances status pursuant to the Cook County Real Property Classification Ordinance as amended July 27, 2018, is hereby granted in that this Board and the Village of Elk Grove Village, Illinois, has determined that the incentive provided by the said Class 6B Tax Incentive Ordinance is necessary for the said development to occur on the subject property, legally described as follows: THE EAST 150 FEET (EXCEPT THE EAST 4 FEET THEREOF) OF THE WEST 2164 FEET OF LOT 29 IN CENTEX INDUSTRIAL PARK UNIT 5, BEING A SUBDIVISION IN SECTION 35, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF REGISTERED IN THE OFFICE OF THE REGISTRAR OF TITLES OF COOK COUNTY, ILLINOIS ON SEPTEMBER 26, 1960 AS DOCUMENT NUMBER 1944839. Section 2: That the Special Circumstances as outlined by the petitioner are attached hereto as Exhibit "A" and made a part thereof. Section 3: That the Village of Elk Grove Village, Illinois hereby supports and consents to the Class 6B Application and approves the classification of the subject property as Class 6B property pursuant to the Cook County Real Property Classification Ordinance and the Class 6B tax incentives shall apply to the property identified as Permanent Real Estate Index Number 08-35-102-052-0000. Section 4: That the Mayor and Village Clerk are hereby authorized to sign any necessary documents to implement this Resolution subject to the petitioner completing the following conditions within twelve months of the approval of this Resolution: a. Reconstruction of parking lot and side drive aisle; b. Replacement of concrete dock, apron and concrete sidewalk; c. Clearing of the rear ditch and new landscaping; and d. New monument sign and fagade improvements. Section 5: That this Resolution shall be in full force and effect from and after its passage and approval according to law. VOTE: AYES: 6 NAYS: 0 ABSENT: 0 PASSED this 12th day of August 2025. APPROVED this 1211 day of August 2025. APPROVED: Mayor Craig B. Johnson Village of Elk Grove Village ATTEST: Jennifer S. Mahon, Village Clerk SARNOFF PROPERTY TAX July 23, 2025 Sue Dees Director of Business Development & Marketing Village of Elk Grove 901 Wellington Avenue Elk Grove, Illinois 60007 sdees@elkgrove.org RE: Class 6b Incentive Resolution Request Kazko Holdings, LLC 2082 Estes Ave. Elk Grove Village, Illinois 60007 PIN: 08-35-102-052-0000 Dear Sue: Kazko Holdings, LLC ("Applicant") is requesting a Resolution supporting and consenting to a Class 6b Incentive on the above -referenced property based on occupation of an abandoned property that has been vacant for less than 12 continuous months with a purchase for value, special circumstances and substantial rehabilitation. The Applicant plans on purchasing the subject property and rehabilitating the same for its related entity, Ideal Bakery Enterprises, Inc. ("Ideal Bakery"), to occupy for its industrial use consisting of warehousing and potentially for the future manufacturing of baked goods. In addition, because the property has been vacant for less than 12 continuous months with a purchase for value, the Applicant will be seeking a Class 6b Incentive with special circumstances. Attached please find a brief narrative discussing the need for special circumstances. The subject property is approximately 40,150 square feet with an approximately 7,000 square foot building that has been 100% vacant and unused since April, 2025. The subject property is in need of substantial rehabilitation. Therefore, the Applicant plans to spend approximately $400,000 to immediately rehabilitate and improve the subject property. Based on initial inspections these improvements will be to update the landscaping, update/improve the fagade, repair the parking lot, complete structural repairs as needed, add a parking lot drainage system, replace the concrete retaining wall, replace the concrete ramp and replace the concrete walkway as well as to complete other general maintenance. See attached drawings. The Applicant plans to also complete interior improvements. Please note that all of the rehabilitation costs could significantly vary depending on a variety of factors such as market variances. Further inspections of the subject property may require additional improvements. The rehabilitation will create construction jobs. Ideal Bakery is a family -owned business that started in 2006. Currently Ideal Bakery operates out of the approximately 31,000 square foot building at 1250 Pratt Blvd. in Elk Grove Village and needs to add more space to fit its growth. Therefore, the Applicant plans to remain at 1250 Pratt Blvd. and expand at the subject property. Currently, Ideal Bakery has 55 to 60 employees (mostly full-time) at 1250 Pratt Blvd. and plans to have 2 to 3 of these employees working at the subject property and to hire an additional 6 to 10 employees within the first three years. Additionally, Ideal Bakery will continue to look to hire all qualified Elk Grove Village residents for future hires. 100 N. LASALLE STREET, LOTH FLOOR, CHICAGO. IL 60602 (312) 782-8310 WWW.SARNOFFPROPERTYTAX.COM SARNOFF PROPERTY TAX Sue Dees July 23, 2025 Page Two Elk Grove Village can also expect that Ideal Bakery and its employees will continue to invest commercially back into the community by visiting local establishments such as restaurants, gas stations, grocery stores and more. In addition, Elk Grove Village can expect that Ideal Bakery will continue attract business and various customers to the Village in the course of its operations. As the above indicates, there are various benefits Elk Grove Village will receive should the Applicant be granted the Class 6b Incentive. The Applicant is excited to move forward with completing the rehabilitation and reoccupation of the subject property. However, the above is all contingent on the Applicant receiving a Class 6b Incentive. Therefore, please review this letter and the following attached materials, and place the Applicant on the Agenda for the next Elk Grove Village Board meeting on August 12, 2025: 1. Petition Form for Class 6B Program. 2. Affidavit attesting to the vacancy on the subject property. 3. Legal description of the subject property. 4. Aerial and Survey of the subject property. 5. Color renderings showing the proposed new facade and landscaping. 6. List of the subject property's taxes for the past five years, including a Cook County print- out. 7. Estimated taxes on the subject property with and without the Class 6b Incentive and with 100% vacancy relief. 8. Cook County Disclosure of Ownership Interest Statement. 9. $1,000.00 filing fee. Should you have any questions or concerns, do not hesitate to contact me at (312) 782-8310. Sincerely, SARNOFF- &&BBBAACCASH Zachary A. Kafitz SARNOFF PROPERTY TAX Special circumstances requested by Kazko Holdings, LLC 2082 Estes Ave., Elk Grove Village, Illinois (PIN: 08-35-102-052-0000) Kazko Holdings, LLC ("Applicant") is requesting a Resolution supporting and consenting to a Class 6b Incentive on the above -referenced property based on occupation of an abandoned property that has been vacant for less than 12 continuous months with a purchase for value, special circumstances and substantial rehabilitation. The Applicant plans on purchasing the subject property and rehabilitating the same for its related entity, Ideal Bakery Enterprises, Inc. ("Ideal Bakery"), to occupy for its industrial use consisting of warehousing and potentially for the future manufacturing of baked goods. The subject property is approximately 40,150 square feet with an approximately 7,000 square foot building that has been 100% vacant and unused since April, 2025. The subject property is in need of substantial rehabilitation. Therefore, the Applicant plans to spend approximately $400,000 to immediately rehabilitate and improve the subject property. Based on initial inspections these improvements will be to update the landscaping, update/improve the facade, repair the parking lot, complete structural repairs as needed, add a parking lot drainage system, replace the concrete retaining wall, replace the concrete ramp and replace the concrete walkway as well as to complete other general maintenance. See attached drawings. The Applicant plans to also complete interior improvements. Please note that all of the rehabilitation costs could significantly vary depending on a variety of factors such as market variances. Further inspections of the subject property may require additional improvements. The rehabilitation will create construction jobs. Ideal Bakery is a family -owned business that started in 2006. Currently Ideal Bakery operates out of the approximately 31,000 square foot building at 1250 Pratt Blvd. in Elk Grove Village and needs to add more space to fit its growth. Therefore, the Applicant plans to remain at 1250 Pratt Blvd. and expand at the subject property. Currently, Ideal Bakery has 55 to 60 employees (mostly full-time) at 1250 Pratt Blvd. and plans to have 2 to 3 of these employees working at the subject property and to hire an additional 6 to 10 employees within the first three years. Additionally, Ideal Bakery will continue to look to hire all qualified Elk Grove Village residents for future hires. Elk Grove Village can also expect that Ideal Bakery and its employees will continue to invest commercially back into the community by visiting local establishments such as restaurants, gas stations, grocery stores and more. In addition, Elk Grove Village can expect that Ideal Bakery will continue attract business and various customers to the Village in the course of its operations. Based on our research and the additional costs that must be incurred to rehabilitate the property and building in order for this to be a successful endeavor, the Applicant must possess a Class 6b Incentive to complete the improvements and to successfully operate the property. It is for these reasons that it is necessary to grant the Applicant a Resolution in support and consent of a Class 6b Incentive for the subject property based on occupation of an abandoned property that has been vacant for less than 12 continuous months with a purchase for value, special circumstances and substantial rehabilitation. Petition Form for Class 6B Program For Office Use Only Address of Subject Property: Signed Affidavit Dated: To the Applicant: Anyone who intends to submit a request for a Cook County Class 6B Property Tax Abatement within the corporate limits of the Village of Elk Grove Village must first complete this petition in all its entirety. The contents of this petition are as follows: Petition Detailed Letter of Transmittal Property Tax Analysis Eligibility Checklist $1,000 Filing Fee Please read the entire form and complete every section as thoroughly as possible. If you have any questions, please call Sue Dees, Director of Business Development & Marketing, at 847-357-4005. Docusign Envelope ID: E79252C1-2D17-4A2F-884A-D892CC988F94 NEV PETITION FOR COOK COUNTY CLASS 6B VILLAGE OF ELK GROVE VILLAGE We, the undersigned, being owners of record of the following described real estate, do hereby request that the following business and legally described real estate be granted a Cook County Class 6B Property Tax Abatement: Business: Kazko Holdings, LLC Address: 2082 Estes Ave Elk Grove Village IL 60007 Permanent Real Estate Tax Index No. 08-35-102-052-0000 Assessed Valuation 20 24 $102,000 (last 3 years) 20 23 $102,000 20 22 $102,000 Attach Legal Description of Property Owners of Record: D S'g E by: Print Name: 2082 Estes Avenue LLC Sig_maturei: ��"� �820OFESF ... 2082 Estes Avenue, Elk Grove Village, IL (Address City, State) Phone: 847-299-1830 Email: dlobb@rapcoasphalt.com Business Applicant's Name: Print Name: vnlsS- ;Mc V-�Oy r Kazko Holdings, LLC Business/Corporation Name Fax: Signature: 1250 Pratt Blvd., Elk Grove Village, IL 60007 (Address City, State) Phone: 815-272-1642 Email: chris(a,)idealbakery.net Fax: Disclosure of Ownership 1. When submitting documentation required for the Cook County Class 6B Property Tax Abatement Program, the applicant is required to submit all required and supporting documentation for the application. The applicant is REQUIRED to submit the following information: ❑ A Letter of Transmittal detailing the existing and intended use of the property, reason for Class 613, property alterations, pertinent business operational information, or any information of note that may be beneficial for staff and the Village Board. ❑ Completion of the Class 6B Eligibility Checklist for the property in question. ❑ Completion of the property tax analysis spreadsheet. ❑ Current property photographs and renderings of property/building modifications, if applicable. ❑ Proposed Site Plan, if applicable. If property is: ❑ Owned by the individual(s); Title Tract Search, or One copy of the latest recorded deed with affidavit ❑ Administered by a trust; One certified copy of the trust agreement, trust deed and a list of beneficiaries Has the property been, or is now, the subject of any other action by the Village? None that the Applicant is If YES, give details on a separate sheet of paper. aware of at this time. GppY E Yl�j . A �'�"`F VILLAGE OF ELK GROVE VILLAGE, ILLINOIS Petition for Cook County Class 6B Property Tax Abatement The Village of Elk Grove prides itself on being a business friendly community. As such, the Village supports the use of the Cook County Class 6B Tax Abatement in cases where it is established that a tax disparity exists and is detrimental to tenancy and where the project presents a clear benefit to the community. The Village reserves the right to review applications and render its approval or disapproval based on the information provided. Adhering to all Village codes and ordinances with respect to building and landscaping alterations is required. Furthermore, proposed building and landscaping construction must follow the design guidelines promulgated in the Industrial and Commercial Revitalization Master Plan Update for 2011. Proposed enhancements should be in accordance with the attached Industrial Design Guidelines Packet. The purpose of the Cook County Class 6B Property Tax Abatement Program is to stimulate the re - occupancy of vacated industrial buildings through a reduction in property taxes. Property approved for Class 6B status allows the owner of the property to have the assessment level lowered for a period of twelve years. Under the program the assessment schedule is 10% of fair market value for ten years then 15% in the eleventh year and 20% in the twelfth year. Industrial property is regularly assessed at 25% of fair market value in Cook County. I - INITIATION: The following procedures are necessary for a completed petition for Cook County Class 613 Property Tax Abatement consideration: A. Documents required: 1. Petition (attached) completed in full 2. Detailed Letter of Transmittal demostraing need for the incentive "But For Clause." 3. Completion of Class 613 Eligibility Checklist 5. Legal description of the property. 6. Photographs, both aerial and land based, of the area for which the property tax exemption is requested 7. Detailed rehabilitation plans with color elevations and site plan 8. Detailed rehabilitation budget showing itemized total cost 9. Detailed landscaping plan and signage plan with color elevcations 10. For new construction, detailed colored elevations and an architectural site plan B. Fees: Submit a check made payable to the Village of Elk Grove Village to meet the following: 1. $1,000.00 filing fee. Documents and fees are to be submitted to the Village Manager's Office, Attn: Director of Marketing & Business Development, 901 Wellington, Elk Grove Village, Illinois 60007. II - REVIEW AND PROCESSING Upon receipt of the petition for Cook County Class 613 Property Tax Abatement and fee, the Director of Business Development & Marketing will: A. Examine the request for compliance with the above requirements for information, documents and fees. Incomplete inquiries will be returned to the petitioner or applicant for their action. Step "B" will be taken when all petition requirements have been fulfilled. B. Distribute petition and required documents for departmental review and comment by Village Manager's Office, Community Development, Public Works, and Finance. Departments will submit written comments to Director of Business Development & Marketing. C. Department comments will be communicated to applicant for correction. D. When your application is determined to be complete by staff, the petition will be presented to the Mayor & Board of Trustees at the next regularly scheduled Village Board Meeting for consideration. E. Fully completed petitions will be reviewed by the Mayor & Board of Trustees to ensure that the project has a clear and demonstrated benefit to the community. If the project is deemed to have merit and the Applicant has demonstrated that the project could not occur without the assistance provided by the Cook County Class 613 Property Tax Abatement, then the Mayor & Board of Trustees will provide the applicant with a Letter of Receipt from the Village. This letter may be used to inform the Cook County Assessor's Office that Elk Grove Village is in receipt of the Applicant's request for a Cook County Class 613 Property Tax Abatement. The Letter of Receipt is not a guarantee of approval and the Applicant can move ahead with their project at their own risk. F. The Village will maintain contact with the applicant to ensure that the stated obligations have been met. G. Once the stated obligations have been met, Village staff will present a Resolution of Support to the Mayor & Board of Trustees at a regularly scheduled Village Board Meeting for consideration. III -FINAL ACTION Upon their review, the Mayor and Board of Trustees at a Village Board Meeting will: A. Deny the request B. Approve the request with or without modification C. Adopt appropriate resolution If approved, the Applicant will receive a certified copy of the Village's Resolution in support of the Cook County Class 6B Property Tax Abatement. NOTE: While the Village will do its best to expedite the review and approval process, applicants should allow at least 30 days for review by staff and consideration by the Mayor & Board of Trustees. Furthermore, additional time may be needed depending on the complexity of the development. VILLAGE OF ELK GROVE VILLAGE, ILLINOIS Petition for Cook County Class 6B Property Tax Abatement Eligibility Checklist In order to be considered for the Cook County Class 613 Property Tax Abatement, the Eligibility Checklist must be completed. The initial application must score 16 out of 16 points. Each item will receive I point for Yes and 0 points for No. Packet Item Yes No Letter of Transmittal x Name of the Applying Company x Current and Proposed Location/Address of the Applicant x Proposed Use of the Property x Proof of Vacancy x Job Creation and Retention Data (excluding one-time construction jobs) x Total Project Cost of Proposed Improvements (exclude landpurchase) x Proposed Detailed Construction Budget of Proposed Improvements x Proposed Landscape Budget and Plan x Total Square Footage of the Building x Current Color Photographs of the Building x Prior Five Years of Tax History x Breakdown of Taxes Paid Occupied With 613 v. Occupied Without 613 x Tax PIN x Legal Description x Letter from Applicant Explaining the Need for the Tax Abatement on Company Letterhead x Application Fee of $1,000 x Total Points 17 Below is a list of recommended items to be included in your Letter of Transmittal as part of the submission: • Nature of the proposed operation. • Documentation detailing how long the building has been vacant. • Owner occupied or leased. • Justification explaining the need for the property tax abatement. • Note if retail sales will take place at the proposed location. • Proposed number of employees, which should include full-time and part-time, as well as any potential growth and time -frame for filling new positions. • Detailed breakdown of what needs to be done to the property to make it suitable for the proposed operation. • How the proposed improvements conform with the Village's Industrial/Commercial Revitalization Master Plan. • How the proposed improvements will increase the valuation of the property. • How the neighboring businesses will benefit from the proposed improvements. Elk Grove Village Class 6B Property Tax Terms and Agreement The APPLICANT shall perform the WORK upon the SUBJECT PROPERTY located at in accordance with the PLANS and in full compliance with all applicable codes, ordinances, rules, regulations, permits, and plans as outlined in Attachment A, imposed by the VILLAGE, and shall complete the WORK in a good and workmanlike manner or risk voiding this agreement. The WORK shall include all building and landscaping alterations as proposed by the APPLICANT in exchange for the VILLAGE'S approval of a Cook County Class 6B Property Tax Abatement, The APPLICANT, will be issued a Letter of Receipt upon submission of a completed Elk Grove Village Class 613 Application Packet. This letter may be used to inform the Cook County Assessor's Office that the Village of Elk Grove is in receipt of the Applicant's request for a Cook County Class 6B Property Tax Abatement. The Letter of Receipt is not a guarantee of final approval and the Applicant may move ahead with their project at their own risk. The Letter of Receipt will serve as official notice that the APPLICANT is eligible for the incentive; however, final approval is not complete until there is an official Resolution passed by the Village. The Resolution will not be executed until such time all proposed work is complete. The APPLICANT has 365 days from the execution of this Agreement to complete all proposed alterations and submit a full accounting of costs. If costs are not consistent with promises made in the original application, the APPLICANT may not be granted a final resolution of 6B approval. This AGREEMENT sets forth all the promises, inducements, agreements, conditions and undertaking between the APPLICANT and the VILLAGE relative to the subject matter thereof, and there are no promises, agreements, conditions or understandings, either oral or written, expressed or implied, between them, other than as set forth herein. No subsequent alteration, amendment, change or addition to this AGREEMENT shall be binding upon the PARTIES hereto unless authorized in accordance with the law and reduced in writing and signed by them. In WITNESS WHEREOF, the parties hereto have executed this Agreement as set forth below: Village of Elk Grove Village 901 Wellington Avenue Elk Grove Village, IL 60007 Signed: Name: Craig B. Johnson Title: Mayor Date: Attest: Jennifer B. Mahon, Village Clerk K azko Holdings, LLC Elk Grove Village, IL 60007 Signed: Name: Chris Kowal Title: Manager Date: Elk Grove Village Class 613 Property Tax Terms and Agreement Terms & Conditions Attachment A The WORK must be completed in accordance with the application packet submitted. Any alteration of the proposed work requires Village approval. Please note all improvements must conform to the Village codes and ordinances. At the time of plan review and permitting, the Village reserves the right to alter the applicant's plan to ensure conformity. The 6b will not be granted until all improvements are completed to the satisfaction of the Village. The APPLICANT shall perform the WORK upon the SUBJECT PROPERTY as outlined below and shown in the 6b Application Packet... • The side drive aisle, and rear parking lot are in disrepair and in need of reconstruction. Local stormwater detention will be required and a permit from MWRD may be required. • The concrete loading dock is in disrepair and needs to be replaced in accordance with the current Elk Grove Village Loading Dock standard details, curb and gutter and additional sidewalk may be needed to meet current standards. • The concrete parking lot apron is in disrepair and needs to be replaced in accordance with the current Elk Grove Village commercial/industrial apron detail, curb and gutter and additional sidewalk may be needed to meet current standards. • The storm sewer in the loading dock does not appear to be functional, the sewer shall be repaired and or replaced as necessary. • The front entrance is not currently ADA accessible; the sidewalk will need to be replaced to meet ADA accessibility. • The rear drainage ditch shall be cleared of all invasive species, trees, shrubs, and any debris and restored with IDOT type 4/4A seed and erosion control blanket. • The landscaping and fagade will need to be updated. Docusign Envelope ID; 59D83FE3-ED47-4B53-81OA-149B18F27C49 AFFIDAVIT REGARDING VACANCY David Lobb, as Manager of 2082 ESTES AVENUE LLC, an Illinois limited liability company ("Seller"), being duly sworn upon oath, hereby states as follows: 1. l am the Manager of Seller. 2. Beginning from at least January 1, 2025, Seller has held title to the real estate commonly known as 2082 Estes Avenue, Elk Grove Village, Illinois 60007 (legally described on Exhibit A, the "Property"), through the date of this Affidavit. 3. As the Manger of Seller, I have personal knowledge of the use and occupancy of the Property during the period in which Seller held title to it. 4. The Property has been vacant for not less than the two (2) month period prior to the date of this Affidavit. Subscribed and Sworn to before me this ek14'L day of _ Td JE 2025 Notary Public OxuSigrsed 4y: CAS, 82ODFEBF882C482.., David Lobb, as Manager of 2082 ESTES AVENUE LLC, an Illinois limited liability company OFFICK SEAL OOH49 A HITM Jt Notary Public. SIM of Oak Coumais" Ne. 214l51 My Commk" Eyins Jm 24, 2W Paget of 2 Docusign Envelope ID: 59D83FE3-ED47-4B53-810A-109B18F27C49 EXHIBIT A Legal Description THE EAST 150 FEET (EXCEPT THE EAST 4 FEET THEREOF) OF THE WEST 2164 FEET OF LOT 29 IN CENTEX INDUSTRIAL PARK, UNIT 5. BEING A SUBDIVISION IN SECTION 35, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF REGISTERED IN THE OFFICE OF THE REGISTRAR OF TITLES OF COOK COUNTY, ILLINOIS ON SEPTEMBER 28, 1960 AS DOCUMENT NUMBER 1944839, PIN NO.08-35-102-052-0000 Page 2 of 2 Legal Description, Site and Building Square Footage The total land area of the subject parcel located at 2082 Estes Ave. in Elk Grove Village, Illinois (PINs: 08-35-102-052-0000) is approximately 40,150 square feet, and the total building area of the existing structure located thereon is approximately 7,000 square feet. Below please find the legal description of the subject property. THE EAST 150 FEET (EXCEPT THE EAST 4 FEET THEREOF) OF THE WEST 2164 FEET OF LOT 29 IN CENTEX INDUSTRIAL PARK UNIT 5, BEING A SUBDIVISION IN SECTION 35, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF REGISTERED IN THE OFFICE OF THE REGISTRAR OF TITLES OF COOK COUNTY, ILLINOIS ON SEPTEMBER 26, 1960 AS DOCUMENT NUMBER 1944839. -t7 Awl; Apol;Ir heave Aw. At - Aa -1p ILL , 7 IE! r kFEN �SV �Fir F, .} F. I IF IFo IF. FF IF + } FIX .r. i ". _ ! IF IF ol IF IFFIr, I- IF IF s H -FNFr IF IF- L r.._ ol 3 It o- 7 North %d!!!l O I 8 i6 1 I ,, = 16 FT. VERIFY SCALE AGAINST THIS GRAPHIC BASIS OF BEA11FINES IS ASSUMED FL 000 ZONE M/CHAEL J. EMMERT SURVEY'S INC., DOES HEREBY CERTIFY THAT WE HAVE EXAM/NED THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY YANAGEMENT AGENCY OF THE FEDERAL INSURANCE ADM/N/STRAT/ON AND DETERM/NED THE FOLLOW/NG.- PROPERTY /S LOCATED WITHIN COMMUNITY NUMBER - 170088 CURRENT EFFECT/VE MAP DATE - AUGUST 19, 2008 ON PANEL NUMBER - 17031 CO2141 AND FIND THAT THE PROPERTY /S LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD SEARING BASIS THE CENTERLINE OF ESTES AVENUE /S ASSUMED TO BE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST PARKING THERE /S ON SITE NON -DESIGNATED PARKING L EGAL L Y DESCRIBED AS FOL L 0WS.- THE EAST 150 FEET (EXCEPT THE EAST 4 FEET THEREOF) OF THE WEST 2164 FEET OF LOT 29 /N CENTEX INDUSTRIAL PARK UNIT 5, BEING A SURD/V/S/ON /N SECT/ON 35, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PR/NC/PAL MERIDIAN ACCORDING TO THE PLAT THEREOF REG/STEREO /N THE OFFICE OF THE REGISTRAR OF TITLES OF COOK COUNTY, ILLINOIS ON SEPTEMBER 28, 1960 AS DOCUMENT NUMBER 1944839. REFERENCE BEING HAD TO TITLE INSURANCE COMMITMENT NUMBER CPT22-88613 BEARING AN EFFECTIVE DATE OF OCTOBER 21, 2022 AS PREPARED BY PROPER TITLE, LLC . CONTAINING 40, 150 SQ. FT OR 0. 9217 ACRES MORE OR L ESS THE SUBJECT PROPERTY ADJOINS ESTES AVENUE (A PUBLIC STREET) ON THE SOUTH. DIRECT ACCESS /S PROVIDED VIA THE AFOREMENTIONED STREET. SCHEDULE B SPECIAL EXCEPTIONS 9. PERMANENT INDEX NUMBER 08-35-102-052-0000 10. NOT SURVEY RELATED 11. 25 FT. BUILDING LINE DOCUMENT 17976174 RECORDED SEPTEMBER 28, 1960 AND FILED AS DOCUMENT LRI944839 - PLOTTED 12. 10 FT. EASEMENT DOCUMENT 17976174 RECORDED SEPTEMBER 29, 1060 AND FILED AS DOCUMENT LRI944839 - PLOTTED 13. 25 FT. EASEMENT DOCUMENT 17976174 RECORDED SEPTEMBER 28, 1960 AND FILED AS DOCUMENT LRI944839 - PLOTTED 14. EASEMENTS PER DOCUMENT 17976174 RECORDED SEPTEMBER 29, 1960 AND FILED AS DOCUMENT LR1944839 - PLOTTED ITEMS 15 THROUGH 18 - NOT SURVEY RELATED END OF SCHEDULES DR/ Vf-WA Y i Al CONCRE 14.60' 8.02' 2.00' 4.D1' DETAIL PLAT OF SURVEY 1xfl ALTA \NSPS LAND TITLE SURVEY s by W Michael J. Emmert Surveys, Inc. Oj� zi L`.//L`J /-I VL/Vl./L 60 FT RIGHT OF WAY' :'/S0.75EAST AS PER MIN/MUM STANDARD DETAIL REOU/REMENTS FOR AL TA/NSPS LAND TITLE SURVEYS EFFECT`Vf- FEBRUARY 23, 2021 - ITEM 7 CERTIFICATION• THE PLAT OR MAP OF AN AL TA/NSPS LAND TITLE SURVEY SHALL BEAR ONL Y THE FOLL OWING CERTIFICATION UNAL TERED, EXCEPT AS MAY BE REQUIRED PURSUANT TO SECTION 38 TO.• R.A. PETERSON, INC., AN ILLINOIS CORPORATION, OR ITS PERM/TTED ASS/GNEE AND PROPER TITLE, LLC THIS /S TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH /T /S BASED WERE MADE /N ACCORDANCE WITH THE 2021 MIN/MUM STANDARD DETAIL REOU/REMENTS FOR AL TA/NSPS LAND TITLE SURVEYS, JO/NTL Y ESTASL/SHED AND ADOPTED BY AL TA AND NSPS AND INCL UDES ITEMS 1, 2, 3, 4, 7(A), 7(5)(1), 8, 9, 16, 17 AND 20 (ABOVE GROUND V/S/BLE UTILITIES) OF TABLE A THEREOF. THE FIELD:29 S COMPLETED ON DECEMBER 28, 2022 DATED TH. OF DECEMBER, 2022 BY EL ✓. EMMERT SURVEYS, INC. M/CHAEL J. EMMERT PRES/DENT PROFESSIONAL ILLINOIS LAND SURVEYOR NO. 2499 �P��' OF • IL CD: ,• s MICHAEL110 •, J. EMMERT � *0 No, 2499 \� �00 j, •. ����� • LAND S�� milkec0>mjC--S11 ys_com Michael J. Emmert Surveys, Inc 185 East Vallette Street Elmhurst, Illinois 60126 Office 630-516.0383 NO TES 1. SURVEY SHOWN HEREON /S AN ':45-SUIL T" SURVEY. 2. SURVEY SHOWN HEREON /S L/M/TED TO ABOVE GROUND V/S/BLE IMPROVEMENTS AND NO UNDERGROUND /NFORMAT/ON /S INTENDED TO BE PROVIDED. J. ALL UT/L/T/ES APPEAR TO ENTER THE PROPERTY VIA A PUBLIC RIGHT OF WAY. 4. THE SUBJECT PROPERTY APPEARS TO DRAIN INTO A PUBLIC RIGHT OF WAY. 5. THERE /S NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCT/ON OR BUILDING ADD/T/ONS WITHIN RECENT MONTHS. 6. THERE ARE NO CHANGES /N STREET RIGHT OF WAY LINES ETHER COMPLETED OR PROPOSED TO THE BEST OF OUR KNOWLEDGE, AND AVAILABLE FROM THE CONTROLLING JUR/SD/CT/ON. 7. THERE /S NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCT/ON OR REPAIRS. 8. THERE /S NO OBSERVABLE EVIDENCE OF S/TE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL OR CEMETERY. LINE TABLE Line Bearing„ Distance /lileasure L I N.90 00 00 W. 146.00146.00 L 2 N. 00 ° 18 00 ;'. 275. 00 ' 275. 00 ' L J N. 90 000 '00 E 146.00 ' 146. 00' L 4 S. 00018 00 W. 275.00 ' 275.00 ' SY/I�IBOL S CONCRETE FILLED POST HYDRANT • MANHOLE H SIGN LIGHT UTILITY POLE r a 4 CONCRETE CURB CONCRETE CURB AND GUTTER CONCRETE A. C. - All? CONDITIONER W. M. -WATER METER G. M. -GAS METER T. /. -TELEPHONE INTERFACE C. S. -CABLE SERVICE E. M. -ELECTRIC METER 'v M I d = d SP-0 o SP-06 a �� °- d 5-10" MONUMENT SIGN 3/8" = 1'-0" i A*interwork ,, architects 1717 DEERFIELD ROAD, SUITE 320. DEERFIELD. IL 60015 FF 847 509 40701 interworkarchitects.com COPYRIGHT02025 INTERWORK ARCHITECTS INCORPORATED ESTES AVE PROPOSED PARTIAL SITE PLAN 1" = 20'-0" SCOPE OF WORK 1. THE SIDE DRIVE AISLE IS TO BE REPLACED, WITH FLARE AT APRON ADDED, IN ACCORDANCE WITH THE CURRENT ELK GROVE VILLAGE COMMERCIAL/INDUSTRIAL APRON DETAILS. REPLACE SIDEWALK, CURB AND GUTTER AS REQUIRED. METAL PANEL 2. REAR PARKING LOT IS TO BE RECONSTRUCTED. LOCAL "CITYSCAPE" STORMWATER DETENTION WILL BE REQUIRED AND A PERMIT FROM MWRD MAY BE REQUIRED. 3. THE CONCRETE LOADING DOCK AND RETAINING WALLS ARE TO BE REPLACED IN ACCORDANCE WITH THE CURRENT ELK TENANT SIGN GROVE VILLAGE LOADING DOCK STANDARDS AND DETAILS. 4. STORM SEWER AT LOADING DOCK TO BE REPAIRED AND OR REPLACED AS NECESSARY. 5. FRONT ENTRANCE SIDEWALK IS TO BE REPLACED TO MEET ADA DARK GREY ACCESSIBILITY. BRICK BASE 6. THE REAR DRAINAGE DITCH SHALL BE CLEARED OF ALL BY "ENDICOTT" INVASIVE SPECIES, TREES, SHRUBS, AND ANY DEBRIS AND MANGANESE IRONSPOT" RESTORED WITH IDOT TYPE 4/4A SEED AND EROSION CONTROL BLANKET. 7. LANDSCAPING TO BE UPDATED PER PLAN. 8. NEW MONUMENT SIGN WITH PLANTING BED KEYED NOTES - PROPOSED SITE PLAN Pi REPLACE EXIST. CONC. RETAINING WALL P2 REPLACE CONC. RAMP P3 — (3) WHITE DOGWOOD TREES -NEW P4 REMOVE EXISTING SHRUB P5 (5) WINTER GEM BOXWOODS -NEW P6 EXISTING TREES TO REMAIN P7 EXISTING DRIVEWAY TO BER REPLACED P8 REPLACE EXISTING CONC. WALK SLOPE TO ELEMINATE THE STEP @ ENTRY PROPERTY LINE P9 P10 (2) COMPACT AMERICAN CRANBERRY VIBERNUM Pill PROVIDE NEW MONUMENT SIGN P12 PROVIDE FLOWERBED W/ MIXED ANNUALS PRELIMINARY SPACE PLAN DATE 07.30.2025 REV# 2082 ESTES AVENUE PROJ # 2410.003.000 ELK GROVE, IL SHEET SP-01 PRELIMINARY - NOT FOR CONSTRUCTION SOUTH ELEVATION ALT-3A 1 /8" = V-0" Affiinterwork s architects 1717 DEERFIELD ROAD, SUITE 320. DEERFIELD. IL 60015 FF 847 509 40701 interworkarchitects.com COPYRIGHT02025 INTERWORK ARCHITECTS INCORPORATED KEYED NOTES - PROPOSED ELEVATION El EXISTING MASONRY WALL TO PAINT NEW E2 NEW 16" WIDE METAL PANEL E3 NEW 24" X 24" MODULE METAL PANEL E4 REPLACE EXISTING WINDOW W/ NEW CLEAR ANODIZED ALUMINUM FRAME P1 REPLACE EXIST. CONC. RETAINING WALL P2 EXISTING TREES TO REMAIN P3 (3) WHITE DOGWOOD TREES -NEW P4 REMOVE EXISTING SHRUB P5 (7) WINTER GEM BOXWOODS -NEW P6 NEW BLACK METAL COPING P7 PROVIDE NEW MONUMENT SIGN COLOR SCHEDULE O DRI-DESIGN "CHARCOAL" © DRI-DESIGN "CITYSCAPE" © BRICK BY "ENDICOTT" MANGANESE IRONSPOT" Level � 0„ 1 ELEVATION ALT-3A DATE 07.30.2025 REV# 07,14,2025 2082 ESTES AVENUE PROJ # 2410.003.000 ELK GROVE, IL SHEET SP-05 PRELIMINARY - NOT FOR CONSTRUCTION interwork architects 1717 DEERFIELD ROAD. SUITE 320, DEERFIELD, IL 60015 P: 847 509 4070 1 interworkarchitects.com COPYRIGHT 02025 INTERWORK ARCHITECTS INCORPORATED ALT-3A RENDERING DATE 07.30.2025 2082 ESTES AVENUE ELK GROVE, IL REV# PROJ # 2410.003.000 SHEET SP-05.1 PRELIMINARY - NOT FOR CONSTRUCTION R7A RESERVED PARKING u® $250 FINE to RN101 POST f Yl FINISHED GRADE VILLAGE OF ELK GROVE VILLAGE AM PARKING MN (TYPICAL) IT VILLAGE OF ELK GROVE VILLAGE asnuu - ELK GROVE VILLAGE SEWER SYSTEM SPECIFICATIONS 1, The Miessal en Water Redamalion District (MM R D.) Loral Sewer Section Fleb China (70) 581 and Me Elk Grove Village Community Development Department (847) 35742M shall be ratified at but two (2) waking days prior 0 be canmansumntofany6ewsrwak. 2. $eM9811a169 CMSW610(I dOn00lmaedMe fOIIOVIilg malada18 a68paCIgBdM than arm: a. PdWmylchknde plash gmvhy sewer pipe (PVC) SDR-26 (ASTM D4K)34 or Other quality ASTM 132241 walk ASTM D3139b ants) b. Dudale Iron Pipe Class U (ANSI A21.51 w ANSI A21.111omts) e. Reintorad cone eb pipe (ASTM G76 with ASTM C443 junt.) of to class slawn on plans. (NO Mumpaed or sanitary 1.). 3. Sewers shall M paetrudM on a bedding mmpnsed dY.' W 1'size aggregate wand a minimum Midmess of meres, a. PVC pipe Shall be Mkhllod with aggregate CA-7 to a misidium of 12 Wdtu over the top of pope. b. Duda¢ Iron ark RCP shall be backfille, wind aggregate W me top of pipe. e. crushed! aeMeM de (CAE or CA-7) snail be used for W Willing all tranclas under or whin had, (2) feel of akasfing or proposed must, slot walla. pavement or bualdangs. J. Aggregate shall he tompaded in 12 inch Ins in amoMan. with MahM 1, Made fit 07 of tie Seward Specifications (LD.OT.). 4. Wnam�rlM loanedsbl sawermainbymeansoder Manexbbngwye.sea manhole, Me follow, meMM shall to used With a pipe coder, neatly and Secondary W out he desired length of pipe for intended of Me Proper hung. using LMK TDCMwbgies NmShem Mission Kabber Coups, for omerhotilg pew pipe W Cl 5. 'BaMSeal' err similar Ilexide type mupelgs shall be used W cMlle,l sewn pipes d different material m different size. When existing sewer is Onto, LMK Te,hrologbs NonShear Misfire Rubber coupd, formeneMrg new pipe to CIPP snail be ufilised. CONCRETE PARKING BUMPERS RESERVED HANDICAP PARKING SIGN REQUIRED IF BARRIER CUR8 IS NOT PRESENT STRIPING IS SYMBOL PER IL ACCESSIBILITY CODE is- TOO OR-Staat Numbers Parking Spaces AcMsslble Parking Provided Spaces Required 1 W 25 1 261o50 _ _. _ 2 51 to 75 .. ., 3 7610100 .. 4 toll 150 5 151 Om . 6 MI te300 7 MI Wall . a 401 W 50D .. .. ... 9 501 W I.000 .. .. 2%d feel over 1001) ... .. 20 of.1 for _ eve cin 100 ,...�waw..,,....tea..,-,...,-r.a<n..mra ,1.00B VILLAGE OF ELK GROVE VILLAGE ADA PARKING STALL MINICAL) .«- Is carner.-D -afi„x"l SECTION AA NOTES: 1. `NdlCARRIAGEWAII(IS PRESENT, Barea'OFCURROS MTBE UFLRED FOR SEESIDEWronArpredgEAII(RACidn'MPTs"MSNL FOR PWIIIGNAL IOKFNFOR"MrION ToWREpUWEMENTS. 2. ITIAWVEFCCA�O.�SLO�Ofl�Eifl Il�ISTILQF A3WMUCWNILUNNOT 3. SEECU MDGUr1ERMDUDEWNHDEFABSFORAWIRONRLINFOR MN RE6VNOe1G EMPINSXJN jOWl S AND PING. M. VILLAGE OF ELK GROVE VILLAGE COMMERCIAL INDUSTRIAL PARKING LOT DRIVE APRON WITH CURB 6. Saniaryark storm saner manhnde shall be precast de ucWres wind Me diameter dependant on Me pipe Sim. Tdamm'faleboll MSNilbe astinlegrZIWMGalowut bertel section unless roled o1MIWee on plan. 7, MI manholes shall be ehapped win steps. 8. At mormdu shall lave a maximum of Ino (2) adieter, rings and a maximum adlulment of egnt (M beeles. 9. All manhole secBPra and adjust merge stroll be securely seated W each filer and be the from ark cover net, ruiliem aexide mn4lademng pretoed rmdlumhwus made, (Ram-Nek or approved ¢dual) or Beryl Rubber Join[ Sealer (easy actk err appmaed mlual). 10. The fdbwlrg Type 1 Frames and Closed Lids shall be used on all manholes: a. Namlah FoundrydR-1713w Typ'WLWmappravedequal. It. Sanitary coven shall have a 1 Inch Mene ass! pick hole and a rubber aslf- sealinggeket. 0. Signal manholes shall have Me word'SMITARY imprinted on the cover. a. Slam manMles snap have the .,it `STORM` Mora lM on the rover. 11. WI Saniery sewer manholes and denier, iuPaca l manholes shag bave an exWrnal chtrmrey saw installed behveen the (mine and cone shad en feet, Village dei If wMidore pmhiM mselbMn, an relemal Mampey seal 11 be, skywed win Village pareastbn. 12. All a mitery manholes shall precast lubber boils' confomtbg to NEW CA23 for the pipe camemkons (see MWRD deal 13. Ca1M basins shall ed pmcasl structures with the Mllwn east inlegel win Me eared bartRi section and de demeler dependent an na pipe Sim. Catch basire shall nave a minamum 24 WGt wimp 14.InlM shall pe Type A precast wit an inegnl,mode Iadab ark a minamae depth d dorell (16) moll 15. Foun q R-2 ark stets siWll have an Ip pp Try¢ 1 Frame ark Open Gnl¢, N¢anah Foundry R-2504 with Trye'O' Gnte orapproved equal. 16, All Moor drains and floor drain sump Pump mnmdions shall dlacharye into parliament, usew FNMIE-MNVIEW 9EMMENTBM-SECTICfI m 81EEL MFO nM•v 8 zY r Tale FRAME -SECTION xorEs: 1 FPgME TOP FW FA lNI DFROL111. XI 1. Ir4 All MVIS RIM VORGATED FROM 1ors 'el f31aN NAWLES Al SUBPFNSWN MPLYETS FABRIUTED FROM 119'%1M'FIAT S1 ALL STEEL CONFORMING SlEmTo sla 3 Ganwnya IF Gi REBaGFPMRIYRD seml Ffil1A OLSO ads SHOOMEN TOLYPRCPYLEIE AMAJI&PISSTES. %WMADLOC VEBIER affSN.aW SECVIiEDTO a\E RIMN'TI AUTER1. STEEL S. GROSS LOCK 3. FYVIUAGiENGIN S. GRATES$WVLMEAPPROVEDIHA➢V.WCECFPUCQIENr BY VaIAC£ENGINEFNNG. VILLAGE OF ELK GROVE VILLAGE INLET BASKET FILTER .« s- rs 1 J-coo A ow-, aws-sweelie TYPE BE.12 DEPRESSED CURB a- J =" TYPE M3.12 TYPE B VILLAGE OF ELK GROVE VILLAGE CURB AND GUTTER DETAILS 17. MI emenspots and Paying drains shall Glandual into 8e sWnn sewer for are Commemial areas. t&MI dowrypou18 and fading Mount; shWld di86baye ante the srgm sewer re on the present for all Ind ustMl area3- 19. Mi sanki sewers stall be ad jket W the mil ise, t , BEFORE beallg plae¢d In Sark.: a. InfibehM test per M.W RD. Slandatls. Is. Low pressure air test Spot follow the presume set WM in Section 31, paragmph3l-1.13Cofne SWMard Spate Masfor WateraMBevrer Main Coutrudear m Makes. e. NI PVC pipe shall be sublien he a delbclun test per Section 31. pangmph 31 -1.13Daf the Standard SpedfiraleYIS for Wader and Sewn Well Cond odfien in there d. Tesgng must be done is are pnsenas of the WIMgs and M.W.R.D. Inspectors. MA I saniery sewers eight (8) anme , or larger shall M tRieNseE upon completion. All saner, sewn services Right (8) inches a lager and having a minimum of Me (2) manholes shall also be lemnand upon completion. Aeopyad evidam(digilalfamat) Shall as furnished W the Village for their nodded wf hin Marty (30) days Merg, sewer 21. Damaged parkway law„ areas shell der restored with 4 hakes dmpadl bpiyyy, I.0 \Ol'r\P'rAP.�%rYFQ'a'%n �x :F . 4:J�E*+:J31 �• s' •s • • h s' - N 3 T ELK GROVE VILLAGE Temperature Limitations Portland Cement Concrete Temperature Limits • Oulsade temperature in Me shade should be at least 35• F and rising. • Disconpnue aPeramon,when the demanding air temperable caches 40-R • Temperature of Me concrete should be between 50• F and 90° F at Me time of pemmant. Protection of Concrehe Minimum TemnaaWn Forcers Profession 25•F-32- F or if drops below l pryer of poly A I layer of burlap. 32•Fduno,firrt]Ihours m2layeeofpotyethylene,or 21ayen of waterproof paper Barlow 25- F V of straw lowered wdh l layer of Pol,Ovistegmof Weer Btuminoue Concrete • Minimum air temperature for surface course is AY Fand rising. • Minimum air temperature for harder Opens, in Me shade IS at least 40- F and rising. (Base Mould be dry.) • Air Temperature should be over SO- F in Me shade when placing SAM con ainirg MC-3000. (Them is no minimal air temperature mr Iu0menl amen an AC as used in the max.) • The biblmieous miaturer shall be delivered at a temperature of 225•F-325•F. • Bituminous rendures shall never he placM on a frozen or wet seth,pa . • Subgrade shall ter: dry and unfrozen. n.ow-a a.wn adnsonp an el pa.wlew 1 ELEVATION in is .•ni.ainwar r. n. „w.a. sae 7-N7 Yo,N .NN, -to ALTERNATE BOTTOM SLAB n mree m ens pan•. alas .e -w• ,c uw-v-t- o� s5 ay rem - m rstraw o Mr•Ian le. I- or-N Ye_ •R 'd YIN, o L w- Lana t-Nn ALTERNATE BOTTOM SLAB mww oWsa1-1 Ira'1w skwrlon SENEBAL NODS Bottm av0¢ ow, IN M .I 1 pN w tt "Y's m .v In ,n N.xrbn• vn mavlmw m .1'o ,ate. sI� >a-nt a, Nw IN. Oddespd Sewer seaway Sew -� Siam .Sew QO -Wary Mushea O OSlam mesidse O 0 cal h emir E3 Mkt @- Ddad Spay! ___ilf Whe 4 WWI O © Poeswe cpweWipn O -A-- elm A be, x 15 Fire H)V-t V Sbu'fae a ItsAEorkornd p( X PP Pow Pok ;Nxu Ase eM.1 w Q-v kamage Ants. hhwah Fmm 4 W Tjpe SW. 11 (I87 R-i772-8 1411.17me l ATTENTION: DAVID BYCROF , P.L.S. NORMAN J. TOBERMAN & ASSOCIATES, LLC CONSULTING CIVIL ENGINGEERS & SURVEYORS 115 SOUTH WILKE ROAD SURE 301 ARLINGTON HTS., IL 60005 PHN: (8471 439-8225 FAX: 47 749-4104 CLIENT AVE LOBB .A PETERSON COMPANY 951 25TH AVENUE -2951 NORMAN J.TOBERMAN III ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS SURVEYORS 115 S. WILKE ROAD, SUITE 301 ARLINGTON HEAGHTS, IL 60005 P. (847)439-8225 F. (847) 7494104 mail@tdberman.us W-tobefman.us DESIGN FIRM NO: 184005910 EXPIRES: 04-30-25 PER VILLAGE REVIEW O6/28/2023 2 8-11-23 PER VIDAGE ROIJEW DB/03/2023 IMLIAGE RPAEW-REMOVED DRTWELLI EXPIRES: 11/30/25 PROPOSED PAVING IMPROVEMENTS 2082 ESTES AVENUE ELK GROVE VILLAGE, I NJT Project No. 22-7442 DETAIL SHEET C-6 lnla 9_F_91_Pi 67�P EXIST. BUILDING FF-677.43 TF- 679.02 / E6 N CL 6 / In ♦ r o an. . C imlam-4 �A SECONDARY OVERFLOW- @ 676.55 - IX . LONG. will( ESTES NOTE: 668.5 SEASONAL •• '- -1 �• 1 1 1 '11 1;d1, 7 iJEIi 1 0:;pI71 Lit 1,11„1yla.M il,� Rcenter line RR Tracks I X10 EMSPNO=ffieraassfw�a=�n8F7A I*- RI RIME 4 LID®675.75- 1 6>J /00EVHH WATER .50O f? / \ 1.27% SLOPE I .. -HW 676.50 DOM 9s I � 676.5 W 676.50 " - " DIVIDE ° DIVIDE " a _ExlSfln ELEC. EXIST BUILDING FF-677.43 c _ OVERFLOW 676 ='�77--676 54 -1-677--1 SILT FENCE ist. Chain -Link Fence EXIST. BITUMINOUS PAVEMENT JLT FENCE"? w'. - i I�RL4: 1 6OTC 00-Y1 R. HIGH WAT4 ELEV. 676.50 r PROPOSED. Chain -Link 20 FENCE \ \�e SILT FENCE � r EXIST BUILDING GARAGE FLOOR ARH 677.26 GRADING NOTES: 1. PRIOR TO PAVING, AS -BUILT DRAWINGS OF CURB & GUTTER, AND STORM RIMS AND INVERTS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. 2. PRIOR TO PAVING, THE DRAINAGE DITCH SHALL BE CLEARED OF ALL INVASIVE VEGETATION, SHRUBS, TREES, AND DEBRIS. DITCH SIDE SLOPES SHALL BE RESTORED USING EROSION BLANKET SC-10BN (OR APPROVED EQUAL) AND IDOT TYPE 4A or 4B SEEDING. 3. UPON COMPLETION OF CONSTRUCTION, THE OWNER SHALL CAUSE TO BE FURNISHED (1) ONE PAPER SET OF 'FINAL AS -BUILT" PLANS AS WELL AS A CD WITH CAD, AND POE FILES TO THE VILLAGE ENGINEER. 4. ALL PARKWAY LAWN DAMAGED BY CONSTRUCTION SHALL BE RESTORED WITH 4" TOPSOIL AND SOD. 5. VILLAGE INSPECTOR SHALL VERIFY & QUANTIFY THE TRENCH EXCAVATION FOR THE VOLUME CONTROL AREAS BEFORE CONTRACTOR ADDS THE STONE. 'PROPOSED VOLUME (BY CONTOURS) CUMULATIVE CONTOUR AVG'ED VOLUME VOLUME CONTOURR .96€9 AREA tl6GNT Im Ll HE 16m 675.60 700 0.05 35 35 675.75 NW Rim 675.60 675 0.05 34 69 675.75 Combined Bask, 675.75 3,372 0.25 843 912 676.00 6.993 0.25 1,748 2,660 676.25 10.536 0.25 2,6311 5,294 HIGH WATER 6T6.N PRO POSED VOLUME (BY CONTOURS) CUMULATIVE CONTOUR AVG'ED VOLUME VOLUME CONTOUR AREA AREA M90HT LEM IFT31 Wm 675.50 323 0.08 27 27 675.75 863 0.25 216 243 676.00 1.786 0.25 447 689 676.25 2,638 0.25 660 1,349 HIGH WATER 676.50 a EXIST. elrDMwous NE BASIN STORAGE BOTTOM 674.00 874.50 164 0.17 27 224 0.50 112 / ♦ �.� ENTIAI"Er 6 ,N 6765675.00 8358 0.50 179 674s, - 495 0,25 124 676.5 75.50 I 675.75 588 0.25 147 \ °'G EXIST GRASS AREA 6 - 676.5 -1�' a -67 _ ° 87600 663 0.50 332 6I6. HIGH WATER 676.50 709 u 24"� --676 25' ease at -67 - -675.5 EXIST BITUMINOUS i c EX15TNrLANN AREA SILT FENCE675.5� / ♦ J a Y � � 75.5 -a- _675 a a --- -" -- - - - EXIST. CONCRETE APRON �67--- ---_ as A VENUE a SRN-MH CFT ACRE -Fr LEGEND 0L 201 EXISTING PROPOSED -10u' I� A Combined Sewer -< SCALE: 1"=2U' � Sanitary Sewer Storm Sewer QO Sanitary Manhole O O Slwm Manhole O O Catch lmso p Inkt ®-w Dow Spoutbe _ Wolff Main _ - & Services ✓aNe & Vault 0 N N _1 ZW w 090 O d ri Q pressure Connechon O N N -, N 0, D VaAe & Box x OD 0 lw1 00 N J O u LL j Fire M'dranr 00 i w Z lure to be Abandoned Xj Power Pole tz O O 3 O U Z do 'r 9 Olerheud W W O 0 - Lkclric Wires x=4e Spat Crude UM o_ cAwa 2 M s W $ \ -ma--'MC�onnhav --.=- N OW a' �A r & Orm^o9e Amw -► F UI Laa% Neenah From & Lid too. aUa' t�reture = W J J CI N Tre Tj N a � _JJ y s � S W � Emit W W W LAW E Structure NA -I -A (48� R-1771-8 a' 4 a a a wx.13 Rim Ekvafion-^ N74 -/overt Ekmfion--� 7s.1 m m ty t5•- P1 N M N l�1 N N ch N N N pIt, N n ^ ab 56 N 4h N d N W a L aU N e C W C �' a W c^ OH p W to a� vN F, dS s-E �n ul a LL a E v U,: C W ,a LL` Z O. aT Q Ha E „o x N z m cm OW 11/ < J ¢- e a:Z w' u m Z O w U) Z W -1 O � � O w a, CV � V W ui Vr Z i-- a N Q Z W O W (A 00 CY. U ° IL N IL Sheet No. C"5 NJT Project No. 22.7442 EXIST. BUILDING FF-677.43 TF- 679.02 #5-rc S") R-2533 5" RCP (E) 2" RCP (S) EAST. CORD. WNN - ssFsr. Tar Keq NarJT - NOTE: 668.5 SEASONAL HIGH GROUND WATER M enter line RR Tracks �NIII PROPOSED 8 L.F. STORM SERER 8 - 8"0 PVC(SDR-26) ®0.40% SLOPE 3' 10easement EwsnNG Tau ae s ,W AREA "STING Tau GRA55/XEEO A _ Chain-b'nk F1117. . 0.30% SLOPE PROPOSED 33 L.F. STORM SEWER 10"0 DIP(CL-52) 0 0.307 SLOPE #8-C(247 R-2 3 O v 11-- 111 HIGH WATER ED I" ELEV. 676.50 PROPOSED 67 L.F. STORM SEWER = 15"0 RCP(CL-IV) 0 0.15% SLOPE NTR PROPOSED 134 L.F. STORM SERE 15"0 RCP(CL-IV) ® 0.15% SLOPE EXIST. BUILDING FF-677.43 ENTRANCE h we � VEX IST GRASS ESTES AVENUE ELEC. EXISTING LANK AREA 74"Otiz U m w 8 PROPOSED, Chain -Link EXIST. **NOTE: SEE SHEET C-7 FOR TRENCH CONSTRUCTION DETAILS **NOTE: ALL STORM SEWERS TO BE SUPPLIED WITH RUBBER GASKETS OUIFALL TO BE PUUID FROM or SOTTO OF PIPE IS NOT IN _F30YT. "TON, #1-RD(60-) - 2,R-1556-A PROPOSED RESTRWTOR, VORTEX STORM" VORTEX FAI012 w/ 325" OPENING 673.96 R" NC 73. 6 ESTRICT PROPOSED 22 L.F. STORM SEWER 673.5 15' RCP 15"0 RCP(CL-IV) 0 0.15% SLOPE A 2-RD 60') 434 -A 76.2 673.50 15"0 RCP North/South 673.50 10-0 oIP writ Exist. Chain -Link Fence EXIST. BITUMINOUS PAVEMENT 15"0 RCP (W) 15.0 RCP (N,S) I PROPOSED 64 L.F. STORM SEWER 15"0 RCP(CL-IV) 0 0.15% SLOPE II EXIST BITUMINOUS EXIST. BUILDING GARAGE FLOOR IS- RCP (N) r'� 677.26 ART' EXIST. BITUMINOUS EXST coxc. BARD / EXIISST. CONCRETE APRON En$) 7r, 1MIFR YM1J B 5€4 R rEX-wwl 514 aT462 �_/ g LR&EDJ VILLAGE OF ELK GROVE DETENTION CALCULATIONS: COMPOSITE RUNOFF COEF. CALC. COMPOSITE RUNOFF COEFFICIENT([) PROJECT: Pro"ImApAkingwAs PE.MN.Iiiii LOCATON: i002 FSN5 Aee, flgGmre Village DATE: 712WOB WK OF ARFA ISELECF WRN DROROOWN) N DETAINEDAREA MAM1TORMAAJfN9XOEM UNRESTRICTED AREA OTHER: UPSTREAM ARG mxomox (sELEcrwnx DRw476wN1 IT PROPOSED CONDITION EXISTING CONDITION RUNOFF COEFROENF Smfa .e Inn,lon a Area lanes) Product RI(Areal IMPERNOUS 0.90 a." 0.0 PERVIOUS Ores 0.02 DDI Y6 TDTAES: DA9 0.44 NISRERUNOFFCOERN]FM Compod" = Total Neact 0.09 4 remmanimG O.eB BULLETIN-75 REQUIRED DETENTION MODIFIED RATIONAL METHOD: BULLETIN 75 RAINFALL DATA PROJECT: PmpmRd PaAi,&WV, AUDI NUMBER: t0CATION: M7 Due, Am, M, GmK WIN, DATE: 7/26/2423 I2EVEWMEMINraMMUON 1. IMamand Trea DART mnal - 2. Composite Runoff CuefRcient am 3. ARual Releammate OMIT cfs REQUIRED DnENDON WWME 4. Remained Detention Volume 0.184 a<h EAIMATRIN TAKE Ndm WatiYn ma✓dxlllmnot, (Thar) Inflow Me (ads) Sw,M. fat) mryuLMSirnR lx h) S in ]3.Y 5.37 1.n OOM to min Dr. aBE 4. ate? a.3m6 603 1In 0. AT in 3.50 1. 0094 M min 6y o Z66 C In amm Sxa 23 1x0 aIII Wmm A.. 1m 1. auP IM aaa Ill a. 0.137 ISM 3AD IIt I.ss aul Iin aAE IBE 0.58 a163. 3 In 1AT o.m O.ro au3 4or 1AR an. O% a," or 11 ass 0.H 04a oI& 6In TAI .1 037 oa. 7h, 0.% AQ 032 n1K .In 086 0.37 078 0]R7 9M o7a a34 ON oIR2 10 In C." 0.31 a21 0.117 at In 067 0290.19 Rate nh, o.n 0070 39b 0a5 019 O10 0.14x 1. h 036 u.1 O.R -,i tt7 =0.494 acres x 0.2 cfs/ =0.10 cfs REQUIRED DETENTION STORAGE 0.184 ac-ft. 8,015 CFT LEGEND EX ENG PROPOSED Combined Sewer Sanitary Sewer Storm Sewer QO Sanitary Manlmle O OStorm Manwe O Catch &aat Inlet �i Lbw Spain! I titer Main a swykaS - YaWe 8 Vto 0 Op Pressure Cotaxim O ✓aNe k 60X x ij TAR h)w tunt Lure to be Abandoned Power Pak - Overhead fled c Wires ySai Spot Omde ®Aawnek o'rkaaf COntaur --ati r� Dramge Arrow Neenah Fmm k Lid ARE, SWecSu- T7 Type - Structure Ato�J-A (487 R-t772-8 RESTRICTOR =M �"ebx- 7R.;y CALCULATIONS wd. =f AQM¢'ImPd9e Tme.ast«rell((p9dlarRP Cpn.1'srb2illrv.'!1'Ne„a ftll Equation Pararreters Acreage 0090 ARk,NAIle Rela75e rate IT. I,.,, Site SI7ecai< Release Rate a10):! Atitiat1MPhe Caq. IM � Haad 2.90 11, TBCTOR Ove. Sharp Edge 6101E 061 'SQFm (T322)' 290)) WRIER FAt012 R1ffiTUCIOR N 125' OPBIING an REI MSY NLLAAE BINGE REEma'; RMoAAIIQNS INDICATE AN OPENNG a 25' On. Results: TYPES OF RESTRCTORS (leig nmerl (atlgefRlYlwmeNnl fnerow/ ) (RgaroTp#Pa) RaR1�tlI:Es l3OBre EtlIe ¢[M�Ptlge R011viRq E4oe Ln FR 1.79.EW IS'.M) n6 Osctwrgetoel. ICW 0.90 O.mt 0.61 0.52 AIR firm) 11 12 11 ,9 pRnN6N I IaD In L4.5 1.57 STORM WATER DETENTION CALCULATION SUMMARY Total Contiguous Ownership (per consolidated plat): 0.920 acres TOTAL DISTURBED AREA 0.4900 acres 21,344 sq.ft. Impervious Area (within disturbed area): 20,917 sq.ft. 0.480 ac. Pervious Area (within disturbed area): 427 sq.ft. 0.010 ac. Project Area: 21,344 sgft 0.490 ac. Detention Storage Required: 8,015 cft 0.184 ac.ft. (per MWRD MRM B-75 Detention Storage Calculations): Proposed Restrictor Dia.ISize Opening, inches 3.25 inches " " USE CONTECH FA102 VORTEX RESTRICTOR wl 3.25" OPENING as SIZED BY MFG. 7 STORM SEWER PIPE 8c STRUCTURE STORAGE PIPE INVERT PIPE PIPE VOLUME PIPE # SLOPE DROP Din. Lentath, CFT RCP (CL4V) 0.15% 0.00 15 22 27 RCP CL4V) 0.15% 0.05 15 67 82 RCP (O.41g 0.15% 0.10 15 64 79 RCP 1 0.15% 0.20 15 134 164 RCP (CL4V) 0.22% 0.24 12 124 97 RCP (CL4V) 0.56% 0.25 12 26 20 DP (CL 52) 0.30% 0.25 10 18 10 DIP (CLM) 0.30% 0.25 10 34 19 SUB -TOTAL PIPE 408 CFT DESIGN FEW.: 676,50 CATCH BASIN DEPTH VOLUME LEV INVERT DIA I FT I OFT STRUCTURE #1' 676.50 673.50 SO 3.00 29 STRUCTURE #Y 676.50 673.50 60 3.00 29 STRUCTURE#3' 676.50 673.60 60 3.00 59 STRUCTURE3Y4` 676.00 673.50 48 2.50 31 STRUCTURE 675.50 673.60 24 1,90 6 STRUCTURE#6' 676.50 673.70 24 2.80 9 STRUCTURE #7' 676.60 STRUCTURE#6' 676.60 `Use HW Df 676.50 SUB -TOTAL STRUCTURES 186 CFT STORM WATER DETENTION SUMMARY 4 DESIGN DETENTION STORAGE Storm Sewer Pipe Storage: 498 cu.ft. 0.01 ac.ft. Storm Structure Storage: 164 cuff. 0.00 ac.ft. NE Basin Surface Storage: 920 caft. 0.02 ac.ft. Parking Lot Surface Storage: 6,642 cu.ft. 0.15 ac.ft. Total Storage Volume: 8,225 cu.ft. 0.189 ae.ft. Elk Grove Village Required Storage Volume: 81015 cu.ft. ac.ft. Surplus Detention Storage Volume: 210 Curti. 0.005 ac.ft 0 10' 20' SCALE: I "=20' O W J J U W N EFE O W W W W d' M. IL D. IL W c5 tX N N S} NNli1N G tb 1V e- O N N N N Eb n Ob n O ."• n a' In BE o :e � J o� o W iX a m (n. ee r oNe 0 W to cac o Qo L F,, 0_gN -o r i E QIca w EQ O a W IO, an a 'iv :mU Z 0 �aE �% IF^� 'a m yW W GW AR 6� J J xd U Z� VJ Z W 2 _J LpZ Q o J Lain U Y IL J W Z> tin y a J a �4 QN W W OND O� N IL O a kO .PSI 4�N r�. i'46"IL;.IL1` oR .......jOe 050567 "(n� REF .FR AL' ,Z GINEER OF <CTNO�' EXPIRES: 11/30/25 Sheet No. C"4_ NJT Project No. 22.7442 EXIST. BUILDING FF-677.43 TF- 679.02 men. CONC. WMN NOTE: 668.5 SEASONAL HIGH GROUND WATER OLA line RR Tracks 10easement �C f _ 1�NEA{/t/==3WSL OITC___��_ EMRSO TALL GRA55/NEFD AREA EXISIINC TALL CRAss/llf£n �— Exrnf. ch.-6 k F R9 n R14 R17 R2 R3 R7«� RIB 27 R8 R13 12 7 7 1 2' 2 W 2-Box 2-Tool 11" 3-Dump Trucks 3-Tank Trailer Trucks ® Trucks 0 11' With Trailer Trucks 0 100-YR. HIGH WATER ELEV. 676.50 _ .. _HW 676.50— . - — Lm:o�n� DOOR O N EXIST. BUILDING FF-677.43 GAS MTR �] 1 T ns' A ENTRANCE NEW CB o E, i q 24"0 CE O i •'I DEPRESS CURB TMRU ORNE & WALK A REFER TO VILIAGE STANDARD DETAIL COMMEROAC"IGCSTRNL DRNE APRON WITH CURB FOR CONSTRUCTION DETNLS. ESTES AVENUE -746.- U0"- —I W 67i -QADA SIGN 0 Q mTa—> Chain -Link Fence EXIST BITUMINOUS PAVEMENT EXIST. BUILDING GARAGE FLOOR CB 677.26 ARF I PROPOSED. Chain -Link Fence I EXIST. BITUMINOUS 3.25' Dan Cow. N •• NOTE: r' THE ENGINEERING DIVISION MUST INSPECT THE BASE PRIOR TO PAVING. SURFACE SHALL BE IN "READY TO PAVE" CONDITION. COMPACTED SUBBASE MATERIAL SHALL BE PROOF ROLLED WITH A LOADED SIX (6) WHEEL DUMP TRUCK IN THE PRESENCE OF A VILLAGE INSPECTOR, AND APPROVED PRIOR TO PLACING ANY PAVING MATERIAL. SURFACE LEGEND CONCRETE PAVEMENT (SN = 5.04) 8" P.C. CONCRETE REINFORCED (SN 0.5x8"=4.0) 6"x6"xNo.6 WELDED WIRE MESH 8" GRANULAR SUBBASE,TYPE B (SN 0.13x8"=1.04) BITUMINOUS PAVEMENT (SN = 3,01) 3„ HMA SURFACE COURSE - CLASS N-50 (SN 0.40"=1.20) 3-1/2" HMA BINDER COURSE - CLASS N-50 (SN 0.33x3.5"=1.16) ASSUMED MIN. 5" GRANULAR SUBBASE, TYPE B (SN 0.13x5"=0.65) BITUMINOUS PAVEMENT (SN = 2.50) 2" HMA SURFACE COURSE - CLASS N-50 (SN 0.4x2"=0.80) 2" HMA BINDER COURSE - CLASS N-50 (SN 0.33x2"=0.66) B" GRANULAR SUBBASE,TYPE B (SN 0.13x8"=1.04) O COMBINATION CONCRETE CURB & GUTTER, TYPE B6.12 WITH 2-NO. 4 REBARS CONTINUOUS BETWEEN EXPANSION JOINTS © 8"0 CONCRETE FILLED PIPE BOLLARD © CHAIN LINK FENCE TO MATCH EXISTING DO 4" TOP SOIL & SEED ON DISTURBED AREAS (ON -SITE) O 4" TOP SOIL & SOD ON DISTURBED AREAS (PARKWAY) OF STONE RIP -RAP - SEE DETAIL © 6' CHAIN LINK FENCE TO MATCH EXISTING O DETECTABLE WARNING PANEL -DARK GREY (FEDERAL HIGHWAY #36118) OI CONCRETE WHEEL STOP SIGN & STRIPING LEGEND © 4" PARKING LINE, YELLOW PAINT 4" DIAGONAL STRIPING ® 4' CENTERS, YELLOW PAINT HANDICAP SYMBOL, WHITE ON BLUE BACKROUND PAINT ® HANDICAP & $250 FINE SIGN ON STEEL POST. PARKING DATA TRUCK PARKING = 10 8 AUTOMOBILE PARKING = 18 7 ADA SPACES = 1 TOTAL 29 8 DISTURBED AREA FOR STORM WATER MANAGEMENT (FROM RIGHT OF WAY TO THE NORTH) EXIST. BITUMINOUS 20,875 sgft (0.479 acres < 0.50 acres, 21,780 sqft) Note: CALCULATIONS INCLUDE THE REAR & EAST PARKING LOT EXIST CONCRETE APRON AS WELL AS THE ENTIRE EXISTING WEST DRIVEWAY 0 SAN-MN LEGEND EXIS77NG PROPOSED Combined Sewer —( sonlray S. �C Storm Sews —� Qo S.hmy Maahale O OStorm Manhole OCatoh Basin p Inlet 03 Wy^ Dow Spat 0- water Man At SvInces law & Yault O OPressure Connection O YaM1e & Box x Fire Hydrant W p( ture to be Abandoned x Power Pole Overhead Dmtm Nm x.. Spot Gtade ®Ammaol e o —eza--' Contour --6"— F �- Dmhw Arrow —� Smooh From & lid Na. Stnxture 5)1� Type Slnrcture Ab. I -A (487 R-1772-8 0 10' 20, SCALE: V--20' N u w N W LL N U 0 OD 0 0 a 0 cD 0 a W Zoo o W o g m W LM W = > 6 a y RRR Ix Im Fa- W W W a F� aWgSgoNppUo a' > 5.> V W y O W W W W W G > w ILL ILaILA yj ma o N N N N N N a O N tbn fb fV C4n ab {cryby •• N Db 6ON'00 n Z QU B iJ J 0 e J yrj ao 0 �W W N ? uv m 2N 7 `� CoI 0W H' pN NP�QN d5 EaE Q N aLL Es U1 if IZ 0 ? m `aa' E �x W U) Z o. o Q Q ! cJ J and 0 Cb - 3 ii Z ai F- W J > W C9 Z J W > a [L d W EL W C) W N `~ 0 (/J 0 N O Ix IL ` HIII SE,`.:. 'I Fm PA.. F 050567 t(n RE ALZ AGINEER OF j <<1 N0 EXPIRES: 11/30/25 Sheet No. Cmo3 NJT Project No. 22.7442 II EXIST. BUILDING I FF-677.43 TF- 679. D2 I to' eomnent, — _ �IITL{EjALC�LvSi' ono =� — — wiff CT T-675— 676— f GRA WF LAAJM-T •T+ \i a 1 1 1 EXIST. GRAVEL e� S \1 e4 a -�EXIST &NMINWS PAVENEN\LIMITS I l I _` EXIST BINMINOUS PAVEMENT Y (TO BE REMOVED) � y d I Z m she \ N 43 ➢ODR Exlsting ELEC. U -+ 3 yaj E K i o qy a rn „ W � m m o l EXIST. BUILDING I FF-677.43 .a GAS MTR s Ii m ^ vsa tJ m �a C p � our. a.onr no a wo+cn. ENTgAE 1p o plc • #nMEm n --677 Xm WB � a 86. E EXIST. GRASS AREA 1671.62 676.5, 25• y 24"L 6 — ^ ITS .�6761 25' ease nt� W ymc �w E%ISTINq LAWN AREA j6�g� 75. ?� en.i —I'FV^VV a.._ s arsr. Namrt ww a a - EmT. Irr wMse wAnT L L u z ESTES AVENUE�w PROJECT Bl 1 EXIST, BITUMINOUS PAVEMENT i ,77 — Exist. Chain -Link Fence x EXIST BITUMINOUS PAVEMENT .e 4m � \a EXIST BITUMINOUS PAVEMENT EXISTING LAWN AREA \ 0>6' J'aa �Aa I LDING LOOR T GARAGE RAGE FL Jr� 677.26 E n y D fig" 676.60 EXISTING LAWN AREA EXIST. BITUMINOUS �5 0 � / �676.5� 6� J 24"0 e*L67 xfijem-- k 7� �67 —6175.5 EXIST BITUMINWS Am r a — __675-y d an.o0AC, EXIST. CONCRETE APRON . MYIEn Mw76Td� EwwI�YY b ruw0 en Ta eHffi �_/ 9 Erwlna DEMOLITION LEGEND GRAVEL SURFACE REMOVAL BITUMINOUS PAVEMENT REMOVAL P.0 CONCRETE SIDEWALK & APRON REMOVAL (REMOVE CONCRETE WALK AT EXISTING JOINT) © CONCRETE CURB & GUTTER REMOVAL NO UTILITY POLE REMOVAL OO CHAIN LINK FENCE REMOVAL NOTE: CONCRETE SIDEWALK MUST BE REMOVED AT EXISTING SQUARE JOI APPROXIMATE LIMITS OF SIDEWALK REMOVAL SHOWN. LEGEND EXISTING PROPOSED Combined Sewer —( Sanitary Sewer Storm Sewer @O Sanitary Manhok O OShorn Manhole O Catch B., 1AW 4Wa Down Spout ®-w _ Water We & Services ✓aloe & vault 0 Op Pressure Cmaledm O Yale & Box x Fire AJftnt W here to he Abandoned x Power Pole — Overhead Electric Wires ..4s Spot Cmde ®Arvw,„a m ammo Contour —We— ��- DmiwX Arrow y Nemoh From & lid Na. TypeShume Sri��TI Type Shuchee lla.—l-A (487 B-1772-B 0 1 0' 20' SCALE: 1 "=20' z 4 O z e J 3 N I U) a W x J W lr _^/ V Z IX O Q9 (L O W O H 0 I— m z w 'a 0 0 Lu t- W _Z F o ,^ 00 in VJ O o N —t cz a o W a Q:- ....TGe 050567 RE J� AL�D RGINEER OF % EXPIRES: 11/30/25 Sheet No. 02 NJT Project No. 22.7442 w GENERAL NOTES 1. THE CONTRACTOR SHALL PERFORM ALL WORK PER THE REFERENCED STANDARDS. 2. THE CONTRACTOR SHALL NOTIFY THE OWNER, MUNICIPALITY, AND NORMAN J. TOBERMAN AND ASSOCIATES, I.I.C. A MINIMUM OF THREE (3) DAYS BEFORE START OF CONSTRUCTION. NORMAN J. TOBERMAN & ASSOCIATES, LLC., (847) 43"225 VILLAGE OF ELK GROVE, ENGINEERING DIVISION, (847) 3574220 3. THE CONTRACTOR SHALL REQUEST A UTILITY LOCATE A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION ACTIVITIES. CONTACT J.U.L.I.E. AT (800) 892-0123 OR 811. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS & DEPTHS OF ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS AND SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE DONE TO UTILITIES WITHIN THE LIMITS OF IMPROVEMENT. 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE CIVIL ENGINEERING PLANS AND ANY PLANS PREPARED BY OTHERS ARE CONCURRENT. 6. DO NOT SCALE PLANS FOR CONSTRUCTION DRAWINGS, VERIFY ALL DIMENSIONS IN FIELD. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS. 8. A COPY OF THE APPROVED ENGINEERING PLANS IS TO REMAIN ON SITE AT ALL TIMES. 9. THE CONTRACTOR SHALL INSTALL BARRICADES, CLOSE WALKS BEFORE STARTING AND COVER EXCAVATIONS AT THE END OF EACH DAY. 10. THE CONTRACTOR SHALL MAINTAIN "POSITIVE" SITE DRAINAGE DURING CONSTRUCTION - it. THE CONTRACTOR SHALL REMOVE OR SECURE CONSTRUCTION EQUIPMENT AT THE END OF EACH DAY. 12. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED LOCAL PERMITS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE CONSTRUCTION STAKING AND LAYOUT. 14. THE CONTRACTOR SHALL INDEMNIFY THE OWNER, ENGINEER AND JURISDICTIONAL AUTHORITIES, INCLUDING THEIR AGENCTS, AND NEIGHBORING PROPERTY OWNERS FROM LIABILITIES. 15. THE CONTRACTOR SHALL VERIFY ELEVATIONS BEFORE STARTING WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 16. THE CONTRACTOR SHALL PROVIDE ADEQUATE CONSTRUCTION SIGNS & BARRICADES. 17. THE CONTRACTOR SHALL MERGE COST FOR ANY INCIDENTAL ITEMS INTO HIS PROPOSAL. 18. THE CONTRACTOR SHALL GUARANTEE PLANT/PAVING MATERIALS & WORKMANSHIP FOR ONE YEAR. 19. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF UNSUITABLE AND EXCESS MATERIAL. 20. THE CONTRACTOR SHALL COMPLY WITH PA 96-1416/CLEAN CONSTRUCTION DEBRIS REMOVAL & OFF -SITE DISPOSAL REQUIREMENTS. 21. THESE ENGINEERING PLANS DO NOT MEET THE MINIMUM REQUIREMENTS FOR A PLAT OF SURVEY. THE PROPERTY LINES AND BOUNDARIES SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL REFER TO THE TITLE, DEED, ABSTRACT OR PLAT OF SURVEY AND SHALL VERIFY THE PROPERTY BOUNDARY PRIOR TO CONSTRUCTION STAKING. DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL WASTE MATERIAL IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES, FOUNDATIONS, CONCRETE, ASPHALT, STEEL, UTILITIES, DRAINAGE STRUCTURES, ETC. 2. CONTRACTOR TO DEMOLISH THE SITE SUCH THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. 3. ALL UNSUITABLE MATERIAL THAT WOULD CONFLICT WITH THE PROPER CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE REMOVED. 4. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM ALL GOVERNING AGENCIES PRIOR TO THE START OF SITE DEMOLITION. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EXISTING UTILITY SERVICES ARE DISCONNECTED OR PROTECTED PRIOR TO THE START OF DEMOLITION OF THE SITE. 6. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES ASSOCIATED WITH UTILITY COORDINATION. 7. THE EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN LOCATED BASED ON THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. 8. PRIOR TO THE START OF ANY SITE DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 9. ALL UTILITIES THAT ARE REQUIRED TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO THE START OF DEMOLITION. 10. CONTRACTOR MUST PROVIDE A BARRIER FROM PUBLIC ACCESS TO THE SITE PRIOR TO THE START OF DEMOLITION ACTIVITY AND UNTIL SITE DEMOLITION HAS BEEN COMPLETED. 11. SITE DEMOLITION SHALL NOT CONFLICT WITH ACCESS TO ADJACENT SITES OR TRAFFIC AND PEDESTRIAN FLOW IN ADJACENT PUBLIC R.O.W.'S. 12. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF DEMOLITION ACTIVITY. 13. ANY IMPROVEMENTS, STRUCTURES, PAVEMENTS UTILITIES OR PROPERTY, EITHER ON -SITE OR OFFSITE, THAT BECOMES DAMAGED DURING SITE DEMOLITION SHALL BE REPLACED BACK TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 14, DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. UTILITY NOTES 1. JOINT UTILITY LOCATION INFORMATION FOR EXCAVATORS CONTRACTOR SHALL ALSO REQUEST THE LOCAL CABLE T.V. COMPANY FOR LOCATION OF THEIR FACILITIES 2. LOCATION REQUESTS SHOULD BE MADE TO THE PUBLIC WORKS DEPARTMENT FOR WATER, SANITARY, STORM AND ELECTRICAL. 3. ANY REVISIONS TO THE APPROVED ENGINEERING PLANS MUST BE REVIEWED AND APPROVED BY THE GOVERNING AGENCIES, OWNER, AND ENGINEER OF ELK GROVE BEFORE ANY WORK IS PERFORMED REGARDING THE REVISED ITEMS. �FGpOYEV(C�C F ELK GROVE VILLAGE b C GENERAL CONSTRUCTION NOTES os`• 1. All work shall be in accordance with the applicable sections of the following specifications: a. Illinois Department of Transportation (I.D.O.T.) "Standard Specifications for Road and Bridge Construction" (S.S.R.B.C.) latest edition. It. "Standard Specifications for Water and Sewer Construction in Illinois" latest edition. c. "Illinois Recommended Standards for Sewage Works"as published by the l.E.P.A. J. The Metropolitan Water Reclamation District (M.W.R.D.) "Technical Guidance Manual for the Implementation of the Watershed Management Ordinance." e. "Manual on Uniform Traffic Control Devices'(M.U.T.C.D.) latest edition. I. The Subdivision and Development Codes and Standards of the Village of Elk Grove. (Chapter 8 ofthe Municipal Code) g. "Illinois Urban Manual" published by the Association of Illinois Soil and Water Conservation Districts. 2. Contractor shall call 1.U.1-I.E. at 1-800�892-0123 or 811 for utility locations 48 hours before excavating. 3. The Elk Grove Village Community Development Department shall be notified 24 hours in advance to schedule inspections for sidewalk, curb and gutter, driveways, aprons, paving, grading, watermain, sewer main utility services and landscaping. To schedule an inspection call (8471357422M 4. Work shall not take place without required traffic control devices and barricades in place per the M.ILT.CD. Any deficiency of safety or traffic control devices shall be just - cause to stop the project until such time as the deficiency is corrected. 5. Village streets shall not be closed without the written permission of the Elk Grove Village Community Development Department and then only after proper notification has been given to the Police and Fire Departments. 6. The contractor shall immediately remove mud, soil or debris deposited on public streets. Failure to keep streets clean shall be justcause for issuance of a Stop Work Order or citation. T ELK GROVE VILLAGE Soil Erosion and Sedimentation Control Requirements 1. Provide a stabilized construction entrance - in accordance with the Illinois Urban Manual and the NRCS details. Minimum size of stabilized construction entrance shall be 24 feet by 24 feet. 2. Provide inlet basket filters with filter fence around drainage structures. 3. Provide an 18-inch deep trench around the perimeter of all sail stockpiles. 4. Provide straw bales or filter fence where runoff from the site flows onto adjacent properties. S. Contractor shall immediately remove sail or mud deposited on public streets. 6. Contractor shall inspect the site weekly and after each rainfall to ensure that soil erosion control measures are working properly. 7. Contractor is responsible for the construction, inspection and maintenance of the soil erasion and sedimentation control measures. 8. The contractor shall implement any soil erosion and sedimentation control measures deemed necessary by the Village Engineer. 9. Refer to Procedures and Standards for Urban Soil Erosion and Sedimentation Control In Illinois (the "Green Book") as a guideline for erasion control. DUTY TO INDEMNIFY THE CONTRACTOR SHALL DEFEND, INDEMNIFY, KEEP AND SAVE HARMLESS THE VILLAGE, SCHOOL DISTRICT, OWNER, AND ENGINEER, AND THEIR RESPECTIVE BOARD MEMBERS, REPRESENTATIVES, AGENTS, AND EMPLOYEES, IN BOTH INDIVIDUAL AND OFFICIAL CAPACITIES, AGAINST ALL SUITS, CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES, CAUSED BY GROWING OUT OF, OR INCIDENTAL TO, THE PERFORMANCE OF THE WORK UNDER THE CONTRACT BY THE CONTRACTOR OR ITS SUBCONTRACTORS TO THE FULL EXTENT AS ALLOWED BY THE LAWS OF THE STATE OF ILLINOIS AND NOT BEYOND ANY EXTEND WHICH WOULD RENDER THESE PROVISIONS VOID OR UNENFORCEABLE. THIS OBLIGATION INCLUDES BUT IS NOT LIMITED TO: THE ILLINOIS LAWS REGARDING STRUCTURAL WORK (ILL. REV. STAT. CH. 48, PAR. 60 ET SEQ.). AND REGARDING THE PROTECTION OF ADJACENT LANDOWNERS (ILL. REV. STAT. CH. 17 1/2 PAR. 51 ET SEQ.). IN THE EVENT OF ANY SUCH INJURY (INCLUDING DEATH) OR LOSS OR DAMAGE, OR CLAIMS THEREFORE, THE CONTRACTOR SHALL GIVE PROMPT NOTICE TO THE OWNER. 7. Signs located in the public right-of-way, must not be removed or damaged. If a sign needs to be moved, notify the Public Works Department at (847) 734-8800. 8. Damaged parkway lawn areas and utility easement areas shall be restored with 4 fnches of topsoil and sod. 9. Construction materials shall not be stored within the Village right-of-way. SO. The owner/contractor shall be responsible for obtaining all required Federal, State, County, I.E.P.A. and M.W.R.D. permits prior to the issuance of a Village Construction Permit. 11. In the event pavement openings are required and approved by the Village, the opening shall be backfilled with crushed aggregate (CA-6) compacted in 12 inch lifts in accordance with Method 1, Article 550.07 of the S.S.R.B.C. A Village inspector shall be present during the backfill operation. 12. All pavement openings shall be saw cut before removal. 13. A permanent pavement repair, Per Village Standard, shall be completed within seven (7) calendar days. Pavement opened to traffic prior to permanent repair shall be steel plated or said patched with a minimum of 4 inches of bituminous material as directed by the Village. 14, All soil erosion and sedimentation controls shall be in -place before the start of any site work per the approved Erosion Control Plan. 15. All commercial and industrial driveway Aprons shall be eight t8) inch Portland Cement Concrete with 6'x 6"x 46 wire mesh on an eight (8) inch crushed aggregate base (CA-6). Framing shall be inspected prior to pouring. 16. All detection basins in non -paved areas shall be sodded. 17. All drainage ditches/swales shall be cleaned of all debris upon completion of the project. 18. Existing curb must be completely removed when depressed curb is installed. The "sawing ofW of the top of curb is prohibited. LEGEND EXISTING PROPOSED Combined Sewer -( Sanitary Sewer -C Storm Sewer QO Sanitary Manhole O OStorm Manhole O O Catch Basin O ED Inlet 8 Down Spout ®. -w- Water Main & Services lrolve & lroult 0 pO Pressure Connection !� Valve & Box x Fire Hydrant Structure to be Abandoned X ( Light Pole ® Power Pole -sax- Overhead Electric Wires xxxxxx Spot Grade xx xx ------ Contour Contour -pM- F Drainage Arrow --w--ur- Construction Fence Silt Fence Tree Protection Fence-* Structure Type ka x� Rim Elevation xxxxx,-Invert Elevation x Fame/Gote Type .XXX,Xx,-invert Elevation XXXXX o ;S TpT-s` earns SCXX XX\all sanitary assume X. us `,XXX�.)O�r ly. 1 frame, closed lid X. c` -5.o0 / -5.00 Depth \XXX.Xx,1nvert Elevation .XX "; s.00 vuvE 1 XXX.XX IrRim Elevation XXX.XX 3 XX�- Top of Pipe XXX.XX E_ MIPE -1 TRIPE NOTE: LEGENDS INDICATE GENERAL THEME AND INTENT. PLAN NOTATION SHALL GOVERN. MISCELLANEOUS NOTES 1. ALL CONTRACTORS SHALL HAVE AN ELK GROVE BUSINESS LICENSE ON FILE. 2. ALL CONTRACTORS WORKING WITHIN THE RIGHT-OF-WAY WILL BE REQUIRED TO HAVE A CERTIFICATE OF INSURANCE, AND BONDS. 3. SEPARATE BUILDING PERMITS WILL BE REQUIRED FOR BUILDING STRUCTURES, FENCES, WALLS, SIGNS, ON -SITE PARKING LOT LIGHTING AND ON -SITE ELECTRIC. CONTACT KEN HINKLE - BUILDING DEPARTMENT REVIEWER, 847-357-4225, WITH QUESTIONS REGARDING THE BUILDING PERMIT PROCESS. 4. ALL CONTRACTOR'S CONTACT INFORMATION WILL BE REQUIRED ON THE ENGINEERING PERMIT APPLICATION PRIOR TO PERMIT ISSUANCE. ALL PAVING CONTRACTORS SHALL HAVE AN ELK GROVE BUSINESS LICENSE ON FILE. 5. ALL CONTRACTOR'S CONTACT INFORMATION WILL BE REQUIRED ON THE ENGINEERING PERMIT APPLICATION PRIOR TO PERMIT ISSUANCE. ALL PAVING CONTRACTORS SHALL HAVE AN ELK GROVE BUSINESS LICENSE ON FILE. FEMA FLOOD ZONE DATA: THIS PROPERTY IS DETERMINED TO BE IN AREA OF MINIMAL FLOOD HAZARD (ZONE X), AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP OF COOK COUNTY, ILLINOIS. SHEET INDEX C-1 PROJECT INFORMATION C-2 EXISTING CONDITIONS & TOPOGRAPHY C-3 SITE PLAN C-4 UTILITY PLAN C-5 GRADING & EROSION CONTROL PLAN C-6 DETAIL SHEET C-7 DETAIL SHEET UTILITY NOTE: UNDERGROUND UTILITIES SHOWN BASED UPON OBSERVABLE FIELD CONDITIONS AND RECORD DOCUMENTS PROVIDED TO NORMAN J. TOBERMAN & ASSOCIATES BY OTHERS. FIELD VERIFY EXISTING UTILITIES PRIOR TO START OF WORK. STOP / CALL TOLL FREE. 1-800-892-0123 48 HOURS BEFORE YOU DIG. Whether you're digging or other digging equipment. Avoid the a foundation or just planting pain and cost of damaging buried a tree, make sure you call utilites...call before you dig. JULIE first. JULIE is a free State law now requires you to coil notification service that JULIE two working days before you alerts utility companies of dig. planned digging activities in areas with underground utility facilities. Underground facilities can be damaged or reputed by a shovel blade JULIE, INC. SURFACE LEGEND FOR PROPOSED SURFACE TREATMENTS ASPHALT PAVEMENT CONCRETE PAVEMENT - ' 1;id PAVER PAVEMENT (MATCH ADJACENT OR COORDINATE PATTERN WITH OWNER) GRAVEL, AGGREGATE SURFACE, RIP -RAP LAWN RESTORATION (REFERENCE ONLY) FIELD COORDINATE RESTORATION AREA TO INCLUDE ALL DISTURBED NON -PAVED AREAS DRAINAGE CERTIFICATION TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE DRAINAGE OF THE SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THIS NEW HOUSE OR ANY PART THEREOF, OR THAT IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLE PROVISIONS HAVE BEEN MADE FOR THE COLLECTION AND DIVERSION OF SUCH SURFACE WATERS INTO PUBLIC AREAS OR SUCH WATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THIS PROJECT. 2/6/2024 IERMAN, P.E. DATE OWNER OR OWNER'S AGENT SIGNATURE OWNER'S OR OWNER'S AGENT PRINTED NAME N Q LEGEND EXISTING PROPOSED Calnbiiwd Saver servilay Serer -� Stara Serer O Snn by NavAMe O Slam IaMwle O Catch &,91 ED /Met @@"Dow Spout wisw wi - vaMz & v-# O QP/esswe cri e Q yaw & Bit, X fire h}8ant W Scatter, to 4e iieadaiwt X 4 Avis Pole Drina. a A,mw Neenah Irvin & fid SYErxhre Sim id 7 type Slrcetare Na-i-A r48 N-1777-8 _ 7 411A 01 ATTENTION: DAVID BYCROFT, P.L.S. NORMAN J. TOBERMAN & ASSOCIATES, LLC CONSULTING CIVIL ENGINGEERS & SURVEYORS 115 SOUTH WILKE ROAD SUITE 301 ARLINGTON HTS., IL 60005 PHN: 847) 439-8225 FAX: (�47) 749-4104 CLIENT DAVE LOBB R.A PETERSON COMPANY 1951 25TH AVENUE FRANKLIN PARK, IL 60164 PHN: (847)417-2951 NORMAN J.TOBERMAN ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS a SURVEYORS 116 S. WILKE ROAD, SUITE 301 ARLINGTON HEIGHTS, IL 60005 P. (847)43841225 F. (847) 7494104 mail@toberman.us vzynvtob4rman.us DESIGN FIRM NO: 184005910 EXPIRES: 04-30-25 DECREASC IN IMPERVIOUS AREA 7-26-23 PER VILLAGE REVIEW 06/28/2023 2 8-11-23 1 3 18-24-25 I I] PER WLUGE REVIEW OB117/2023 RELOCATED PANEL <0.5 ACRES 6 11.21 231 T EXPIRES: 11/30/25 PROPOSED PAVING IMPROVEMENTS 2082 ESTES AVENUE ELK GROVE VILLAGE, I NJT Project No. 22-7442 PROJECT INFORMATION Sheet No C-1 ER-3 WOOD (Vx2") OR STEEL (1.33 LBS/FT) POSTS AT 4' MAX. SPACING GEOTEXTILE FABRIC '1 (SEE NOTE 7) Z i COMPACTED BACKFILL rc �. MIN. 6"x6" TRENCH FLOW a a (USAGE OF SUCHIG METHOD IS RECOMMENDED FOR 'I / FABRIC TOE INSTALLATON) (� •i � EXTEND GEOIEXTLE FABRIC INTO TRENCH A MINIMUM OF 6' VERTICALLY AND 6' HORIZONTALLY NAT➢RAL SOIL NOTES: 1. SILT FENCE SHALL BE PLACED AT LOCATIONS SHOWN ON THE PLANS AND WHERE INDICATED BY VILLAGE ENGINEERING. 2. ATTACH GEOTEXIILE FABRIC TO WIRE MESH WITH HOG RINGS, TO WOOD POSTS MIA NAILS, AND TO STEEL POSTS WITH TIE -WIRES AT TOP AND MID -SECTION. 3. OVERLAP GEOTEXTLE FABRIC BY 6' AND FOLD WHERE 2 SECTIONS ADJOIN. 4. INSPECTION OF SLT FENCES SHALL BE AT LEAST ONCE PER WEEK AND AFTER RAIN EVENTS IN EXCESS OF HALF INCH Or) PER DAY CR EQUAL SNOW MELT. REPAIR OR REPLACEMENT OF SILT FENCE SHALL BE MADE PROMPTLY AS NEEDED. 5. SEDIMENT TRAPPED BY THE SILT FENCE SHALL BE REMOVED (AND PROMPTLY DISPOSED OF) WHENEVER SEDIMENT ACCUMULATION DEPTH AT THE SILT FENCE IS APPROXIMATELY EQUAL TO TWELVE (12) INCHES (ONE-HALF OF SILT FENCE HEIGHT). 6. MATERIAL (GEOTEXTILE & POST) INSTALLATION, MAINTENANCE, AND SILT FENCE REMOVAL SHALL COMPLY WITH AASHTO, M 288 REQUIREMENTS. ]. THE FABRIC FOR SILT FENCE SHALL BE A WOVEN FABRIC MEETING THE REQUIREMENTS OF AASHTO M 288 (TABLE ]) FOR UNSUPPORTED SILT FENCE WTH LESS THAN 50 PERCENT GEOTE%TILE ELONGATION. B. SILT FENCE SHALL BE MAINTAINED IN PLACE UNTIL COMPLETION OF CONSTRUCTION AND THE VPSLOPE AREA HAS BEEN STABIUZED, AND SHALL BE REMOVED ONLY WHEN DIRECTED BY VILLAGE ENGINEERING. NOT TO SCALE SILT FENCE DETAIL TRANSPORTATION Oldcastle Precast"6" Wheel Stop Model: Wheel Stop 6' 0" A A \_1"0 HOLE PLAN B 2- #4 BAR II II pII II B SECTION A -A 3-3/4"--{ II •I I r) M SECTION A -A GENERAL NOTES: 1. Concrete: 28 Day Compressive Strength f'c = 4,000 psi 2. Steel Reinforcement: ASTM A-615, Grade 60. For more information about our products please visit us on the web at Mid Atlantic Region oldcastleprecast.com 888-9 Oldcastle C 2013 Oldcasts Precast, Inc. (888-965-3227) NIEI C=:.NTECH ENGINEERED SOLUTIONS Vortex Valve FA3012 with 3.25" Opening - - - CONTECH Engineered Solutions Vortex Valve HydroBrake Model FA1012 Head Discharge Curve 10 - 9 - 8 7 y 6 -- - a 8 Z 4 3 - 2 1 D - 0.00 0.05 0.10 0.15 0.20 0.25 0.30 Flow (Ns) Head IN Fl. kfa) 0 0 0.125 0.Q23 0.25 Gmi 0.375 OA83 0.50 0.07E 0.625 G075 0.75 GOn D1.00 0.67E 1.a0 0.07E 1.1251 115 OGIS 1375 0.W1 1.50 OA07 2.00 0.101 2.50 0.114 3.00 0.126 3.50 B43T 4.00 0.10 450 0.150 5.00 0.169 5.60 0.178 6.00 0.187 6.50 TAO 0.216 0.234 0.222 0.231 17.WW 0.246 G254 A Target Head: 3.9 f[ Targef Flow: 0.12G c!s ACFlevetl Flaw: 0.121 cls nmEs 1. uL wELoscoxnxuous. uNLEssomEmWsexon=0 2 rA1TERWa'. . I11eNa-NGIPNDl11DN'i&MLN W.W N. `A WROMETEAOAIXGS I ev1wmFORIxDSTws We"" FTK w91TAEEYF � q N }A anaoalxD E L 1 amsr�Da�xEHln. TOP VIEW m � I r DURFT WENIHG PRpLHMEXTaIEF/E WITH t%PRINGS F T ELEVATION A -A VIEW A;wI�VTCAII® FLUIOIGAMP VORTEX VALVE ENGINEERED SOLUr10N8LLC MODEL FA1012 w19LEEVE ATTACHMENT w�FeMe[�Ee<qn OUTPACK CONCRETE 4 MIL POLY LINER WASHOUT PINCH PONT TO 6'w8� TREATED WATER RESISTANT SECURE LMER TO WASHOUT CORRUGATED BOARD OPFIONALTAD 17Rr 14' W` TO SECURE WASHOUT TOGROUND NOTES: 1. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON THIS PROJC-CT. 2, SIGNS SHALL BE PLACED AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT. 9. THE CONCRETE WASHOUT AREA WILL BE REPLACED AS NECESSARY TO MAINTAIN CAPACfR'FOR WASTE CONCRETE AND OTHER LIQUID WASTE 4. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SUE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. DO NOT MIX IXCESS AMOUNTS OF FRESH CONCRETE OR CEMEM ON -SUE. 6 DO NOT WASHOUT CONCRETE TRUCKS IMO STORM GRAINS, OPEN ORCHES, 5FREET3, OR STREAMS. ], AVOD WMPING EXCESS CONCRETE IN NON -DESIGNATED DUMPING PREAS. 8 LOCATE WASHOUT AREA AT LEAST 50'(15 METERS) FROM STORM DRAINS, OPEN ARCHES, OR WATERBOOIEa, 9 WASH OUT WASTES IMOTILE OUTPACK WASHOUT AS SHONN MERE THE CONCRETE CAN SET, BE BROKEN UP, AND THHJ DISPOSED OF PROPERLY. 4��y (�,, 11F7 Q3®au4 4"0 PERF. PVC jUNDERDRAIN FLOW A A 15"0 PVC INLET PIPE VORTEX VALVE RESTRICTOR ACCESS OPENING FRAME &GRATE (PER PLAN) 72" MIN. 6' MODEL FA1012 VORTEX VALVE W/ 3.25" OPENING 15"0 INLET (SEE DETAIL) PIPE INV. 673.50 FLOW w� L 4"a PERF. PVC 8"0 OUTLET PIPE INV. 673.50 INV. 673.50 SECTION A -A MANHOLE PROFILE NOT TO SCALE SITE OUTLET RESTRICTOR STRUCTURE DETAIL 60"a 30" MIN. NEENAH R-2533 FRAME &LID WITH TYPE G CRATE AS INDICATED ON PLANS (OR DIRECTED BY 'TILLAGE ENGINEERING) MA%. TWO (2) HOPE PLASTIC ADJUSTING RINGS (8' MAX.). SEE DETAIL U-i STEEL REINFORCED POLYURETHANE STEPS , (tY WIDE) Two (2) Bum i RUBBER STRIPS (TYPICAL) 12'0 PVC or 18"0 RCP/PVC (INV. VARIES) 4"0 PERFORATED PVC (INV. 653,50 TYPICAL) 7Y Ew x'-so' oq eIFE CONCRETE RASE CAST INTEGRAL w+m Lowl:sT BARREL sEcnoN BA 4' MIN. SAND CUSHION NOTES: 1. MANHOLES MUST CONFORM TO ASTM C-478. 2. MANHOLE SECTIONS TO BE TONGUE AND GROOVED. }, NON -PRECAST OPENINGS SHALL BE CORED. NOi TO SCALE RUBBER BOOTED AND INTERIOR MORTARED AROUND PIPE. r+T, T�EI , USING BOOT CONFORMING TO ASTM C-923. Li l'I I 1 FLUSH FITTING THREADED PVC LID FINISHED GRADE1 n!-S� r, O �.:s` _ ___ w*ELBOW ar 1rr S NOT TO SCALE 4"0 PERFORATED CLEANOUT DETAIL El hew 0 d'rIICNIEd $M/�� � S4rvfay Sewr Storm SeEW QO SMu7my IbnAdk O O S7a9n 2bnhde Q C4frh dlsn Sfu}ex f4 h AD44dwRd pPom Pa'e eaxas R✓ Dvh.l�AmmaA n Qv,1 �� -- dDi44fC MOR � IkerwA fi4m tr Ld SM.efure Sze i.d� Type SYrachne A'a-/-A (43i R-l]71-8 ��I111�171�L1' ATTENTION: DAVID. BYCROFf, P,L.S, NORMAN J. TOBERMAN & ASSOCIATES, LLC CONSULTING CIVIL ENGINGEERS & SURVEYORS 115 SOUTH WILKE ROAD SUITE 301 ARUNGTON HTS., IL 60005 PHN: 847) 439-8225 FAX: (47) 749-4104 CLIENT )AVE LOBB R.A PEfERSON COMPANY 1951 251N AVENUE =RANKLIN PARK, IL 50164 'HN: (847)417-2951 NORMAN J.yTOBERMAN Q ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS SURVEYORS 115SYALKE ROAD, SUITE 301 ARLHGTON HEIGHTS, IL fi0005 P. (647)439-8225 F. (947) 7194104 mail@toberman.us www.toberman.us DESIGN FIRM N0: 184005910 EXPIRES: 04-30-25 No. Date Revision 1 7-26-23 PER VILLAGE REVIEW 06/28/2023 2 8-11-23 OF EXPIRES: 11 /30/25 PROPOSED PAVING IMPROVEMENTS 2082 ESTES AVENUE ELK GROVE VILLAGE, I NJT Project No. 22-7442 DETAIL SHEET Sheet 7o. C-/ 7 North %d!!!l O I 8 i6 1 I ,, = 16 FT. VERIFY SCALE AGAINST THIS GRAPHIC BASIS OF BEA11FINES IS ASSUMED FL 000 ZONE M/CHAEL J. EMMERT SURVEY'S INC., DOES HEREBY CERTIFY THAT WE HAVE EXAM/NED THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY YANAGEMENT AGENCY OF THE FEDERAL INSURANCE ADM/N/STRAT/ON AND DETERM/NED THE FOLLOW/NG.- PROPERTY /S LOCATED WITHIN COMMUNITY NUMBER - 170088 CURRENT EFFECT/VE MAP DATE - AUGUST 19, 2008 ON PANEL NUMBER - 17031 CO2141 AND FIND THAT THE PROPERTY /S LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD SEARING BASIS THE CENTERLINE OF ESTES AVENUE /S ASSUMED TO BE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST PARKING THERE /S ON SITE NON -DESIGNATED PARKING L EGAL L Y DESCRIBED AS FOL L 0WS.- THE EAST 150 FEET (EXCEPT THE EAST 4 FEET THEREOF) OF THE WEST 2164 FEET OF LOT 29 /N CENTEX INDUSTRIAL PARK UNIT 5, BEING A SURD/V/S/ON /N SECT/ON 35, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PR/NC/PAL MERIDIAN ACCORDING TO THE PLAT THEREOF REG/STEREO /N THE OFFICE OF THE REGISTRAR OF TITLES OF COOK COUNTY, ILLINOIS ON SEPTEMBER 28, 1960 AS DOCUMENT NUMBER 1944839. REFERENCE BEING HAD TO TITLE INSURANCE COMMITMENT NUMBER CPT22-88613 BEARING AN EFFECTIVE DATE OF OCTOBER 21, 2022 AS PREPARED BY PROPER TITLE, LLC . CONTAINING 40, 150 SQ. FT OR 0. 9217 ACRES MORE OR L ESS THE SUBJECT PROPERTY ADJOINS ESTES AVENUE (A PUBLIC STREET) ON THE SOUTH. DIRECT ACCESS /S PROVIDED VIA THE AFOREMENTIONED STREET. SCHEDULE B SPECIAL EXCEPTIONS 9. PERMANENT INDEX NUMBER 08-35-102-052-0000 10. NOT SURVEY RELATED 11. 25 FT. BUILDING LINE DOCUMENT 17976174 RECORDED SEPTEMBER 28, 1960 AND FILED AS DOCUMENT LRI944839 - PLOTTED 12. 10 FT. EASEMENT DOCUMENT 17976174 RECORDED SEPTEMBER 29, 1060 AND FILED AS DOCUMENT LRI944839 - PLOTTED 13. 25 FT. EASEMENT DOCUMENT 17976174 RECORDED SEPTEMBER 28, 1960 AND FILED AS DOCUMENT LRI944839 - PLOTTED 14. EASEMENTS PER DOCUMENT 17976174 RECORDED SEPTEMBER 29, 1960 AND FILED AS DOCUMENT LR1944839 - PLOTTED ITEMS 15 THROUGH 18 - NOT SURVEY RELATED END OF SCHEDULES DR/ Vf-WA Y i Al CONCRE 14.60' 8.02' 2.00' 4.D1' DETAIL PLAT OF SURVEY 1xfl ALTA \NSPS LAND TITLE SURVEY s by W Michael J. Emmert Surveys, Inc. Oj� zi L`.//L`J /-I VL/Vl./L 60 FT RIGHT OF WAY' :'/S0.75EAST AS PER MIN/MUM STANDARD DETAIL REOU/REMENTS FOR AL TA/NSPS LAND TITLE SURVEYS EFFECT`Vf- FEBRUARY 23, 2021 - ITEM 7 CERTIFICATION• THE PLAT OR MAP OF AN AL TA/NSPS LAND TITLE SURVEY SHALL BEAR ONL Y THE FOLL OWING CERTIFICATION UNAL TERED, EXCEPT AS MAY BE REQUIRED PURSUANT TO SECTION 38 TO.• R.A. PETERSON, INC., AN ILLINOIS CORPORATION, OR ITS PERM/TTED ASS/GNEE AND PROPER TITLE, LLC THIS /S TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH /T /S BASED WERE MADE /N ACCORDANCE WITH THE 2021 MIN/MUM STANDARD DETAIL REOU/REMENTS FOR AL TA/NSPS LAND TITLE SURVEYS, JO/NTL Y ESTASL/SHED AND ADOPTED BY AL TA AND NSPS AND INCL UDES ITEMS 1, 2, 3, 4, 7(A), 7(5)(1), 8, 9, 16, 17 AND 20 (ABOVE GROUND V/S/BLE UTILITIES) OF TABLE A THEREOF. THE FIELD:29 S COMPLETED ON DECEMBER 28, 2022 DATED TH. OF DECEMBER, 2022 BY EL ✓. EMMERT SURVEYS, INC. M/CHAEL J. EMMERT PRES/DENT PROFESSIONAL ILLINOIS LAND SURVEYOR NO. 2499 �P��' OF • IL CD: ,• s MICHAEL110 •, J. EMMERT � *0 No, 2499 \� �00 j, •. ����� • LAND S�� milkec0>mjC--S11 ys_com Michael J. Emmert Surveys, Inc 185 East Vallette Street Elmhurst, Illinois 60126 Office 630-516.0383 NO TES 1. SURVEY SHOWN HEREON /S AN ':45-SUIL T" SURVEY. 2. SURVEY SHOWN HEREON /S L/M/TED TO ABOVE GROUND V/S/BLE IMPROVEMENTS AND NO UNDERGROUND /NFORMAT/ON /S INTENDED TO BE PROVIDED. J. ALL UT/L/T/ES APPEAR TO ENTER THE PROPERTY VIA A PUBLIC RIGHT OF WAY. 4. THE SUBJECT PROPERTY APPEARS TO DRAIN INTO A PUBLIC RIGHT OF WAY. 5. THERE /S NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCT/ON OR BUILDING ADD/T/ONS WITHIN RECENT MONTHS. 6. THERE ARE NO CHANGES /N STREET RIGHT OF WAY LINES ETHER COMPLETED OR PROPOSED TO THE BEST OF OUR KNOWLEDGE, AND AVAILABLE FROM THE CONTROLLING JUR/SD/CT/ON. 7. THERE /S NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCT/ON OR REPAIRS. 8. THERE /S NO OBSERVABLE EVIDENCE OF S/TE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL OR CEMETERY. LINE TABLE Line Bearing„ Distance /lileasure L I N.90 00 00 W. 146.00146.00 L 2 N. 00 ° 18 00 ;'. 275. 00 ' 275. 00 ' L J N. 90 000 '00 E 146.00 ' 146. 00' L 4 S. 00018 00 W. 275.00 ' 275.00 ' SY/I�IBOL S CONCRETE FILLED POST HYDRANT • MANHOLE H SIGN LIGHT UTILITY POLE r a 4 CONCRETE CURB CONCRETE CURB AND GUTTER CONCRETE A. C. - All? CONDITIONER W. M. -WATER METER G. M. -GAS METER T. /. -TELEPHONE INTERFACE C. S. -CABLE SERVICE E. M. -ELECTRIC METER LSWORKS LLC PREPARED BY Lukasz Szklarz LSWORKS LLC. (708) 268-0795 info@lsworksco.com 14608 108th Ave, Orland Park, IL 60467, USA PROPOSAL DETAILS 2082 Estes Ave, Elk Grove Village, IL 60007, USA New asphalt parking lot, new front facade, and loading dock repair. DESCRIPTION PARKING LOT ASPHALT ASPHALT CONCRETE PAVEMENT (SN = 5.04) 8" P.C. CONCRETE REINFORCED (SN 0.5x8" =4.0) 6"x6"xNo.6 WELDED WIRE MESH 8" GRANULAR SUBBASE,TYPE B (SN 0.13x8" =1.04) BITUMINOUS PAVEMENT (SN = 3.01) 2" HMA SURFACE COURSE - CLASS N-50 (SN 0.4x3"=1.20) 2" HMA BINDER COURSE - CLASS N-50 (SN 0.33x3.5"=1.16) ASSUMED MIN. 5" GRANULAR SUBBASE, TYPE B (SN 0.13x5" =0.65) BITUMINOUS PAVEMENT (SN = 2.50) 2" HMA SURFACE COURSE - CLASS N-50 (SN 0.4x2"=0.80) 2" HMA BINDER COURSE - CLASS N-50 (SN 0.33x2" =0.66) 8" GRANULAR SUBBASE,TYPE B (SN 0.13x8" =1.04) COMBINATION CONCRETE CURB & GUTTER, TYPE B6.12 WITH 2-NO.4 REBARS CONTINUOUS BETWEEN EXPANSION JOINTS OD 8"% CONCRETE FILLED PIPE BOLLARD C CHAIN LINK FENCE TO MATCH EXISTING D 4" TOP SOIL & SEED ON DISTURBED AREAS (ON -SITE) E 4" TOP SOIL & SOD ON DISTURBED AREAS (PARKWAY) STONE RIP -RAP - SEE DETAIL G U CHAIN LINK FENCE TO MATCH EXISTING H DETECTABLE WARNING PANEL -DARK GREY (FEDERAL HIGHWAY #36118) CONCRETE WHEEL STOP Proposal 74-3 Issue Date July 31, 2025 Expires August 30, 2025 PREPARED FOR Chris Kowal Ideal Bakery Enterprises, Inc (773)631-6897 chris@idealbakery.net 2082 Estes Ave, Elk Grove Village, IL 60007, USA $120,687.50 $120,687.50 1 of 4 PLUMBING $79,076.92 SEWER DRAINAGE $79,076.92 1. *Sewer Material Construction:* Sewers should be constructed using specific materials as outlined in the construction plans. The approved materials include: • *Polyvinyl Chloride (PVC) Gravity Sewer Pipe:* This includes SDR-26 pipes that meet ASTM D- 3034 or water quality standards ASTM D-2241, coupled with ASTM D-3139 joints. PVC pipes are preferred for their corrosion resistance and durability in various soil conditions. • *Ductile Iron Pipe Class 52:* These pipes must comply with ANSI A21.51 standards and use ANSI A21.11 joints. Ductile iron pipes are recognized for their strength and ability to handle high pressure, making them suitable for sewer systems that may experience significant hydraulic loads. • *Reinforced Concrete Pipe (RCP):* Must conform to ASTM C-76 with ASTM C-443 joints, as indicated in the plans. However, RCP is not approved for use in sanitary sewer applications due to its susceptibility to corrosion when exposed to sewage materials in some conditions. *Bedding and Backfilling Requirements:* • Sewers should be placed on a bedding consisting of aggregate sized between 1/4-inch and 1-inch with a minimum thickness of 4 inches to provide stable support and facilitate drainage. • *Backfilling Specifications:* Different backfill requirements apply based on the pipe material: • *PVC Pipe:* Backfilled with aggregate CA-7 up to a minimum of 12 inches above the top of the pipe to prevent potential damage and provide structural support. • *Ductile Iron and RCP:* Backfilled fully to the top of the pipe with suitable aggregate for stability. • *Crushed Aggregate:* Utilize CA-6 or CA-7 for backfilling trenches that are under or within two feet of existing or proposed curbs, sidewalks, pavement, or buildings, ensuring structural integrity and minimizing settlement issues. All aggregate should be compacted in layers (lifts) of 12 inches according to Method 1, Article 550.07 of the Standard Specifications as published by the Illinois Department of Transportation (I. D.O.T.). 3. *Connection Methods to Existing Sewer Mains:* • When connecting to an existing sewer main without utilizing existing wyes, tees, or manholes, the following procedure should be followed: • Use a pipe cutter to carefully and accurately cutout the segment of pipe necessary for the insertion of the appropriate fitting. Incorporate LMK Technologies Non -Shear Mission Rubber Coupling for linking new pipe segments with Cured -In -Place Pipe (CIPP) to ensure effective sealing and flexibility in the connection. • For connections between sewer pipes made of different materials or sizes, employ "Band -Seal" or equivalent flexible couplings. For instances where the existing sewer has undergone lining, utilize LMK Technologies Non -Shear Mission Rubber Coupling for linking new pipe with CIPP for optimal performance. 4. *Sanitary and Storm Sewer Manholes:* • *Precast Structure Specifications:* Sanitary and storm sewer manholes are to be constructed as precast structures. The diameter of the manhole should be determined based on the pipe size, accommodating safe and efficient access for maintenance. • The concrete base of the manhole should be cast integrally with the lowest barrel section to provide strength and durability, unless specific alterations are indicated in the construction plans. • *Safety Features:* Each manhole must include steps for safe access during inspection and maintenance activities. • *Adjustment Rings:* All manholes are limited to a maximum of two adjusting rings, with the total vertical adjustment not exceeding eight inches to maintain structural integrity and functionality. 2of4 CONCRETE $52,857.14 LOADING DOCK & SIDEWALK 1. *Replacement of the Loading Dock Concrete Floor:* This involves removing the existing concrete floor at the loading dock, which may show signs of wear and damage. The new floor will be poured with a high -strength concrete mix designed to withstand heavy loads and harsh weather conditions. Special attention will be given to ensuring proper drainage to prevent water accumulation, enhancing safety and functionality. 2. *Replacement of the Side Loading Dock Concrete Walls:* The side walls of the loading dock will be completely removed and replaced. This will include measures to reinforce the structure, ensuring it meets current safety codes. The new walls will be poured with reinforced concrete, providing better insulation and durability compared to the previous walls. 3. *Installation of the New Metal Railing on the New Concrete Walls:* New metal railings will be installed along the newly constructed concrete walls. These railings will be designed for maximum safety and will comply with all applicable building codes. They will be made from high -quality materials, ensuring both durability and visual appeal, while also providing protection for personnel working in the area. 4. *Replacement of Concrete and Modification of the New Driveway to the Ramp:* The existing concrete in the driveway leading to the ramp will be replaced with a new, reinforced concrete structure. This will involve grading the surface for adequate drainage and modifying the slope of the driveway to meet accessibility standards. The new design aims to improve vehicular access while reducing wear and tear from traffic. FRONT FACADE METAL PANEL SIDING *Project Scope for Metal Siding Installation* *Overview:* This project involves furnishing and installing new metal siding, specifically using a 12" flush panel format. The materials and methods outlined ensure durability, aesthetic appeal, and a watertight installation. *Specifications:* • *Material:* 24 gauge pre -finished steel • *Type of Panel:* 12" flush panel • *Fastening:* Concealed fasteners to maintain a clean appearance • *Support Structure:* Installation of 18 gauge galvanized hatbar, positioned 36" on center for structural support • *Trims and Flashings:* All trims, flashings, and patches to be comprised of 24 gauge pre -finished metal to match the panels *Work Scope:* The contractor is expected to carry out the following tasks: 1. *Samples:* Provide samples of materials for owner approval prior to installation. 2. *Hatbar Installation:* Securely install hatbar every 36" on center to support the siding panels. 3. *Flashing Installation:* Install sill flashing to protect against moisture infiltration. 4. *Panel Installation:* Carefully install flush panels to ensure a seamless appearance. 5. *Trims and Flashings:* Execute the installation of all necessary trims, flashings, and patches as specified. 6. *Sealing:* Caulk and seal all joints and seams to achieve a watertight installation. 7. *Cleanup:* Remove all debris and leftover materials from the job site upon completion. This structured approach ensures clarity and thoroughness in the installation process, contributing to a high -quality outcome. $52,857.14 $146,428.57 $125,000.00 WINDOWS $21,428.57 • Replacement of commercial windows in the front elevation of the building. This will include the installation of high -quality aluminum windows designed to improve energy efficiency, aesthetics, and security. The new windows will be custom -sized to fit existing openings and will feature double -glazing for better insulation. Additionally, the installation process will consider local building codes and regulations to ensure compliance and durability. The design aims to enhance the overall appearance of the building while providing clear visibility and natural light to the interior spaces. 3 of 4 LANDSCAPING $14,642.86 PROVIDE FLOWERBED W/ MIXED ANNUALS $14,642.86 1. Plant new White Dogwood trees as specified. 2. Remove existing shrub in the designated area. 3. Add five Winter Gem Boxwoods to the landscape. 4. Preserve and protect the existing trees; do not remove them. 5. Install two compact American Cranberry Viburnums. 6. Create a flowerbed with mixed annuals around the new plants. 7. Clear the area of all invasive species, existing trees, shrubs, and debris. 8. Restore the site using IDOT Type 4/4A seed, ensuring proper coverage. 9. Apply erosion control blanket to prevent soil erosion during and after restoration. TOTAL $413,692.99 PAYMENTS STARTING FROM $1,025/month for a $100,000 loan on iAcorn Learn More-) PRICE IS FIRM FOR 30 DAYS. FULL PAYMENT IS DUE 30 DAYS AFTER COMPLETION. SALES TAX IS INCLUDED. Acceptance of this proposal is required before 30 days from date above. After 30 days price may increase due to increases in labor or material rates. Proposal must be accepted before work is to be started. Upon acceptance, this proposal becomes a contract. The above specifications, costs, and terms are hereby accepted. CHRIS KOWAL DATE 4of4 2082 Estes Ave., Elk Grove Village, Illinois (PIN: 08-35-102-052-0000) Tax Year Taxes 2023 $25,902.15 2022 $24,921.99 2021 $25,816.75 2020 $24,869.42 2019 $22,641.49 Property Ch a racteristicsfor PIN: 08-35-102-052-8804 PROPERTY ADDRESS 2032 ESTES AVE ELK GROVE VILLAGE 60007 Township: ELK GROVE MAILINGADDRESS 2082 ESTES AVENLIE LLC 0 See comparable properties 2082 ESTES AVE and other info rmatiort on ELK GROVE VL, IL 60007 CONVIEW Update Name or Mailing Address TAX BILLEDAMOUNTS & TAX HISTORY 2024: $14,246.18' Paid in Full 2023: $25,902.15 Paid in Full 2022: $24,921.99 PaymentHistory 2021: $25,816.75 PaymentHistory 2020: $24,869A2 PaymentHistory 2019: $22,641A9 PaymentHistory "=(1st Install Only) More Tax Bill Information EXEMPTIONS 2024: Not Available 2023: 0 Exemptions Received 2022: 0 Exemptions Received 2021: 0 Exemptions Received 2020: 0 Exemptions Received 2019: 0 Exemptions Received More Exemption information Search Again I Tax CalcuIator I More Property Characteristic Information PROPERTY CHARACTERISTICS CURRENT INFORMATION Assessed Value: (2023 Assessor Certified) Assessment Information: Estimated Property Value: Assessed Value History Lot Size (SgFt): Building (SgFt): Property Class: P rop e rty C la ss Desc ri ption Tax Rate : Tax Rate History Tax Code: Taxing Districts' Financial Statements Tax Rate Information APPEALS 2024: Not Available 2023: Not Available 2022: Not Available 2021: Not Available 2020: Appeal information 2019: Not Available M o re Appea I I nformation 102,001 $408,004 40,150 5-93 8,419 16035 2082 Estes Ave., Elk Grove Village, Illinois (PIN: 08-35-102-052-00001 Year Estimated Market Value Estimated Tax Rate Estimated Multiplier Estimated Tax Without The Class 6b Incentive Estimated Taxes/ Square Foot Without The Class 6b Incentive Estimated Tax With The Class 6b Incentive Estimated Taxes/ Square Foot With The Class 6b Incentive Estimated Taxes With 100% Vacancy Relief Estimated Taxes/ Square Foot With 100% Vacancy Relief Estimated Building Square Feet 2025* $1,550,000 8.419% 3.0163 $98,403 $14.06 $39,361 $5.62 $26,508 $3.79 7,000 2026 $1,550,000 8.419% 3.0163 $98,403 $14.06 $39,361 $5.62 $26,508 $3.79 7,000 2027 $1,550,000 8.419% 3.0163 $98,403 $14.06 $39,361 $5.62 $26,508 $3.79 7,000 2028* $1,860,000 8.419% 3.0163 $118,083 $16.87 $47,233 $6.75 $31,809 $4.54 7,000 2029 $1,860,000 8.419% 3.0163 $118,083 $16.87 $47,233 $6.75 $31,809 $4.54 7,000 2030 $1,860,000 8.419% 3.0163 $118,083 $16.87 $47,233 $6.75 $31,809 $4.54 7,000 2031* $2,232,000 8.419% 3.0163 $141,7001 $20.24 $56,680 $8.10 $38,171 $5.45 7,000 2032 $2,232,000 8.419% 3.0163 $141,700 $20.24 $56,680 $8.10 $38,171 $5.45 7,000 2033 $2,232,000 8.419% 3.01631 $141,700 $20.24 $56,680 $8.101 $38,171 $5.45 7,000 2034* $2,678,400 8.419% 3.0163 $170,040 $24.29 $68,016 $9.72 $45,805 $6.54 7,000 2035 $2,678,400 8.419% 3.0163 $170,040 $24.29 $102,024 $14.57 $45,805 $6.54 7,000 15% Assessment in year 11 2036 $2,678,400 8.419% 3.0163 $170,040 $24.29 $136,032 $19.43 $45,805 $6.54 7,000 20% Assessment in year 12 Totals $1,584,676 $735, 894 $426,877 *Denotes Reassessment Year. Assumption: 1. 2023 tax rate and 2023 multiplier. 2. Market value based on a $1,150,000 purchase price along with approximately $400,000 of improvements and increasing 20% per reassessment year. 3. Taxes based on 100% vacancy are based on the initial 2024 Cook County Assessor's Office assessed valuation with 90% of the building assessed value removed, and increasing 20% per reassessment year. COOK COUNTY DISCLOSURE OF OWNERSHIP INTEREST STATEMENT The Cook County Code of Ordinances (§M10 et seq.) requires that any Applicant for any County Action must disclose information concerning ownership interests in the Applicant. This Disclosure of Ownership Interest Statement must be completed with all information current as of the date this Statement is signed. Furthermore, this Statement must be kept current, by filing an amended Statement, until such time as the County Board or County Agency shall take action on the application. The information contained in this Statement will be maintained in a database and made available for public viewing. County reserves the right to request additional information to verify veracity of information containted in this statement. If you are asked to list names, but there are no applicable names to list, you must state NONE. An incomplete Statement will be returned and any action regarding this contract will be delayed. A failure to fully comply with the ordinance may result in the action taken by the County Board or County Agency being voided. "Applicant' means any Entity or person making an application to the County for any County Action. "County Action" means any action by a County Agency, a County Department, or the County Board regarding an ordinance or ordinance amendment, a County Board approval, or other County agency approval, with respect to contracts, leases, or sale or purchase of real estate. "Person" "Entity" or "Legal Entity" means a sole proprietorship, corporation, partnership, association, business trust, estate, two or more persons having a joint or common interest, trustee of a land trust, other commercial or legal entity or any beneficiary or beneficiaries thereof. This Disclosure of Ownership Interest Statement must be submitted by I. An Applicant for County Action and 2. A Person that holds stock or a beneficial interest in the Applicant and is listed on the Applicant's Statement (a "Holder') must file a Statement and complete #1 only under Ownership Interest Declaration. Please print or type responses clearly and legibly. Add additional pages if needed, being careful to identify each portion of the form to which each additional page refers. This Statement is being made by the [ V ]Applicant or [ ]Stock/Beneficial Interest Holder This Statement is an: [ �] Original Statement or [ ] Amended Statement Identifying Information: Name f ( C Street Address: 12.Sp PQf}j� (3C,U4� City: LL kL G-t'I.� v&'. VILC 607r State: Phone No.: f $ ( S 1 L?2I6 y Z Fax Number: _ Cook County Business Registration Number: (Sole Proprietor, Joint Venture Partnership) FEIN #Only:l.'p 9L Zip Code: b t7 0 0 7 Email: Corporate File File Number (if applicable): Form of Legal Entity: [ ] Sole Proprietor [ ] Partnership [ ] Corporation [ ] Trustee of Land Trust [ ] Business Trust [ ] Estate [ ] Association [ ] Joint Venture [\,]' Other (describe) L L C DISCLOSURE OF OWNERSHIP INTEREST - 1 Ownership Interest Declaration: List the name(s), address, and percent ownership of each Person having a legal or beneficial interest (including ownership) of more than five percent (5%) in the Applicant/Holder. Name Address Percentage Interest in Applicant/Holder VL Ig52-Tod= IOWAI 15-7 IL 60440 °logo MA24,�LA VLJAfLV 44 POIVDaagily -6Q 110nJiLhvll C c 6044ro 10°10 2. If the interest of any Person listed in (1) above is held as an agent or agents, or a nominee or nominees, list the name and address of the principal on whose behalf the interest is held. Name of AgenVNominee Name of Principal Principal's Address 3. Is the Applicant constructively controlled by another person or Legal Entity? [ j Yes [ v ] No If yes, state the name, address and percentage of beneficial interest of such person, and the relationship under which such control is being or may be exercised. Name Address Percentage of Relationship Beneficial Interest Corporate Officers, Members and Partners Information: For all corporations, list the names, addresses, and tens for all corporate officers. For all limited liability companies, list the names, addresses for all members. For all partnerships and joint ventures, list the names, addresses, for each partner or Joint venture. Name Address Title (specify title of Term of Office Office, or whether manager or partnerijoint venture) VaY12-OF YAOBC 40 4L Bo1Wpdff L 011. lL 6o44o mfirww21 r MIA(, IU1nr Lly hhj"k Qr �wta (Ir IL GoY46 telwftu1.WoMY Declaration (check the applicable box): 14 1 state under oath that the Applicant has withheld no disclosure as to ownership interest in the Applicant nor reserved any information, data or plan as to the intended use or purpose for which the Applicant seeks County Board or other County Agency action. [ ] I state under oath that the Holder has withheld no disclosure as to ownership interest nor reserved any information required to be disclosed. DISCLOSURE OF OWNERSHIP INTEREST - 2 1. REAL ESTATE OWNERSHIP DISCLOSURES. The Applicant must indicate by checking the appropriate provision below and providing all required information that either: The following is a complete list of all real estate owned by the Applicant in Cook County: PERMANENT INDEX NUMBER(S): 0 %' 3 Li — 40O — O L 6 " OO'JO (ATTACH SHEET IF NECESSARY TO LIST ADDITIONAL INDEX NUMBERS) b) The Applicant owns no real estate in Cook County. 2. EXCEPTIONS TO CERTIFICATIONS OR DISCLOSURES. If the Applicant is unable to certify to any of the Certifications or any other statements contained in this EDS and not explained elsewhere in this EDS, the Applicant must explain below: If the letters, "NA", the word "None" or "No Response" appears above, or if the space is left blank, it will be conclusively presumed that the Applicant certified to all Certifications and other statements contained in this EDS. DISCLOSURE OF OWNERSHIP INTEREST-3 COOK COUNTY DISCLOSURE OF OWNERSHIP INTEREST STATEMENT SIGNATURE PAGE �iQL2 %SZI�DZ PW A L, MAr�I�GfZ62 Name of Authorized Appllcen Repr sentative (please print or type) Title 06�25�2 S Signature Date (.t r;5(? IR)$�Z. ZAgZ• E-mall address —1 Phone Number Sub ands be re ine this �=lure X Mycommisslon expires: 1/19/z7 Notary Seal B LAHLEm IALS�StaR of lllkgyn No. SttIB$1ina,anu 19 DISCLOSURE OF OWNERSHIP INTEREST, 4