Regular Meeting Agenda

VOTING ORDER M. Reynolds R. Shahmir G. Smith J. Fenderbosch A. Gentry K. Goodwin D. Kos CITY OF AVON LAKE 150 Avon Belden Road Avon Lake, Ohio 44012 The following business is to be considered at the regular meeting of the Avon Lake City Council on February 9, 2026, at 7 p.m. in the Council Chamber. Pledge of Allegiance Roll Call: Mrs. Fenderbosch, Ms. Gentry, Mrs. Goodwin, Mr. Kos, Mr. Reynolds, Mr. Shahmir, Mr. Smith, Mayor Spaetzel, Law Director Ebert, Finance Director Krosse, Public Works Director Liskovec. Approval of Minutes: January 26, 2026, and February 2, 2026, Council Meetings. Correspondence Oath of Office: Lateral Entry Police Officer Ryan Fankhauser Public Input: Members of the audience shall be permitted to speak only once, up to five minutes on any topic(s). [Code of Ordinance, Section 220.21(a)(1)] Reports Mayor Council President Law Director Finance Director Public Works Director Standing Committees Special Committees

Page | 2 Motions Appointing David Klima to the Avon Lake Historical Preservation Commission for a term commencing February 10, 2026, and expiring December 31, 2028. Sponsor: D. Kos Approving the major subdivision preliminary plat for Matthew’s Hollow Subdivision subject to the condition that, before improvement plan approval, the applicant provide documentation demonstrating compliance with applicable U.S. Army Corps of Engineers and Ohio EPA wetland requirements, or documentation confirming that no such approvals are required, as applicable. In addition, no grading or site disturbance shall occur on the property before this documentation is provided to and accepted by the City. Sponsor: M. Reynolds Authorizing the Public Works Director, or his designee, to advertise for bids for crack seal on public streets. Sponsor: J. Fenderbosch Authorizing the Public Works Director, or his designee, to advertise for bids for pavement markings. Sponsor: J. Fenderbosch Legislation Second Readings: Ordinance No. 26-6, AN ORDINANCE AMENDING CODE OF ORDINANCES CHAPTER 284: ENVIRONMENTAL AFFAIRS ADVISORY BOARD (SECTIONS 284.01, 284.02, 284.03, AND 284.04), CHAPTER 288: TREE COMMISSION (SECTION 288.04), AND CHAPTER 220: COUNCIL (SECTION 220.05). Sponsor: K. Goodwin Ordinance No. 26-9, AN ORDINANCE AUTHORIZING THE MAYOR TO ENTER INTO A MULTI- JURISDICTIONAL AGREEMENT FOR THE EASTERN LORAIN COUNTY EMERGENCY RESPONSE TEAM (“ELCERT”) COMPRISED OF THE CITY OF AVON, CITY OF AVON LAKE, CITY OF NORTH RIDGEVILLE, AND WESTSHORE ENFORCEMENT BUREAU (“WEB”). Sponsor: D. Kos First Readings: Resolution No. 26-11, A RESOLUTION DECLARING COUNCIL’S CESSATION OF COLLECTION OF AN EXISTING 1.5-MILL AD VALOREM PROPERTY TAX LEVY UPON APPROVAL BY THE CITY’S ELECTORS OF PASSAGE OF AN ORDINANCE AMENDING THE CITY’S CODIFIED ORDINANCES TO PROVIDE FOR THE LEVY OF AN ADDITIONAL 0.40% INCOME TAX, FOR FIVE YEARS, COMMENCING JANUARY 1, 2027, AND DECLARING AN EMERGENCY. Sponsor: G. Smith Resolution No. 26-12, A RESOLUTION ACCEPTING A GRANT IN THE AMOUNT OF $45,885 FROM COMMUNITY WEST FOUNDATION, IN PARTNERSHIP WITH CLEVELAND CLINIC FAIRVIEW HOSPITAL, FOR THE PURCHASE OF TWO LUCAS MECHANICAL CPR

Page | 3 DEVICES FOR THE AVON LAKE FIRE DEPARTMENT AND DECLARING AN EMERGENCY. → Sponsor: D. Kos Miscellaneous Business and Announcements Adjournment → Suspension of the rule requiring three readings

Matthew’s Hollow Subdivision – Preliminary Plat Report To: Avon Lake Planning Commission From: Kelly La Rosa, Planning and Zoning Manager Date: November 25, 2025 Re: Case No. CPC-25-15, Shire Glen Green Management LLC, Major Subdivision Preliminary Plat Approval for Matthew’s Hollow Subdivision, located northeast of the Lear Road and Krebs Road intersection. PROJECT OVERVIEW Matthew’s Hollow Subdivision (formerly Cavalry Court Subdivision) is a proposed 13-lot single- family subdivision on approximately 9.35 acres northeast of the Lear Road and Krebs Road intersection. The property is zoned R-1A Single-Family Residential. Figure 1: Google Earth Imagery from 6/2/2015

Planning Commission Case No. CPC-25-15 Matthew’s Hollow Subdivision Preliminary Plat November 25, 2025 Page 2 of 6 PROJECT DESCRIPTION Owner/Developer: Shire Glen Green Management, LLC, PO Box 40186, Bay Village, Ohio 44140 Builder: EFG Custom Homes, 30205 Clemens Road, Westlake, Ohio 44145 Engineer/Applicant: Kevin Hoffman, P.E., Polaris Engineering & Surveying, Inc. 34600 Chardon Road, Suite D, Willoughby Hills, Ohio 44094 Location: Northeast of the Krebs and Lear Road intersection, Permanent Parcel No. 04-00-029-110-075. Site Area: 9.35 acres Density: 1.4 dwelling units per acre. Current Zoning: R-1A Single Family Residence District Surrounding Context The subdivision is located in a predominantly residential area. To the west and south, the property fronts Lear Road and Krebs Road, while a tree line and drainage ditch buffer the eastern edge from adjacent homes. The northern boundary abuts privately owned land. The area maintains a consistent low- density single-family character. Comprehensive Land Use Plan: The Future Land Use Map designates the area as Low- Density Residential, intended for single-family neighborhoods at one to three units per acre. Matthew’s Hollow is consistent with this designation and with the established residential character of the surrounding area. SITE Figure 2: Excerpt Avon Lake Zoning Map 2022 Figure 3: Excerpt CLUP, Future Land Use Plan, 2019 SITE

PROPOSED SITE

Memo TO: Members of the Planning Commission FROM: Kelly La Rosa, AICP, Planning & Zoning Manager DATE: December 30, 2025 SUBJECT: CPC-25-15, Shire Glen Green Management LLC, Major Subdivision Preliminary Plat Approval for Matthew’s Hollow Subdivision, located northeast of the Lear Road and Krebs Road intersection. ______________________________________________________________________ This memo is intended to update the Planning Commission on the current status of the Matthew’s Hollow Subdivision application and to clarify which issues have been resolved and which remain outstanding as the next meeting approaches. At the prior Planning Commission meeting, Mr. Pavicic requested that the case be tabled to allow time for his attorney, Matt Vola of Kohrman Jackson & Krantz, to confer with the Law Director and City staff regarding stormwater basin ownership, long-term maintenance obligations, and related engineering considerations. As of the date of this memo, this discussion has not taken place. This update is being provided with recognition that Planning Commission packets are scheduled to be distributed this week, and the next meeting is approximately one week away. The following summarizes the City Administration’s current understanding of the key issues: 1. Fire Hydrant Requirement The Fire Department has clarified that an additional hydrant was required under an earlier version of the plan that included three homes in the northwest portion of the site. With the current layout showing a single home, the Fire Department has confirmed that an additional hydrant is not required. This issue is considered resolved. 2. Wetlands Clarification The City Engineer has requested a wetland delineation to confirm the conditions described in the letter provided by the applicant’s engineer. While the applicant has indicated that they are complying with jurisdictional governance under U.S. Army Corps of Engineers regulations and believes no additional submittals are required for Planning Commission approval, the City Engineer continues to request confirmation through a delineation to verify existing site conditions. This item remains outstanding. 3. Stormwater Basin Ownership and Configuration The placement and ownership of the stormwater retention basin remain unresolved. City departments have consistently indicated that locating the basin within a dedicated HOA- owned block would be preferable for long-term maintenance, access, and enforcement

2 purposes. The applicant continues to propose the basin within an easement on a private lot. This issue is central to the application and remains under discussion pending further legal and engineering coordination. Please reference sheet 6 in the attached preliminary plat that describes the applicant’s proposed stormwater management inspection and maintenance agreement. City staff will continue to coordinate internally and with the applicant as information becomes available and will provide additional updates to the Planning Commission as appropriate. At this time, key issues remain unresolved as the case approaches the next scheduled Planning Commission meeting. Please do not hesitate to contact staff if you have any questions or require further clarification.

Sec. 20 Sec. 29 Krebs Road 50' "a public Right-of-Way" Lear Road 60' "a public Right-of-Way" 98) Sec. 20 Sec. 29 City of Avon Lake Ladder Truck N.T.S. VICINITY MAP MATTHEW'S HOLLOW CITY OF AVON LAKE - LORAIN COUNTY - OHIO SUBDIVISION FOR PRELIMINARY PLANS DECEMBER 29, 2025 DRAWING INDEX KEVIN T. HOFFMAN P.E. #74831 34600 CHARDON ROAD - SUITE D WILLOUGHBY HILLS, OHIO 44094 (440) 944-4433 (440) 944-3722 (Fax) POLARIS ENGINEERING & SURVEYING, INC. www.polaris-es.com DEVELOPED BY: DESIGNED BY: TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT PRELIMINARY UTILITY PLAN PRELIMINARY GRADING PLAN S.W.M EASEMENT AGREEMENT DESCRIPTION SHEET NO. 1 2 3 4 5 6 SITE MAP TITLE SHEET CONTRACT No. 24132 OF SHEET 01 06 1" = 200' SHIRE GLEN GREEN MANAGEMENT, LLC P.O. BOX 40186 BAY VILLAGE, OHIO 40186 PHONE: (440) 941-3340 CONTACT: ED PAVICIC R R S O F E S I O N A L R E G I S T E E N G I N E E D S T P A T E O F O H I O E R KEVIN T. HOFFMAN 74831 1 2 3 4 5 6 7 8 9 10 11 12 13 SITE

CITY OF AVON LAKE P.P.N. 04-00-029-110-076 (RIGHT OF WAY) JOELLEMAGYAR & CHRISTOPHER TYRA INST: 2023-3005414 P.P.N. 04-00-029-110-077 #767 LEAR RD JEFF OGLESBEE & MICHELLE OGLESBEE INST: 2022-2007167 P.P.N. 04-00-029-110-079 #763 LEAR RD DATKO RESIDENTIAL SERVICES LLC AN OHIO LIMITED LIABILITY COMPANY INST: 2024-4005263 P.P.N. 04-00-029-110-080 #759 LEAR RD STEPHEN M & CONSTANCE L DATKO P.P.N. 04-00-029-110-081 #753 LEAR RD SHIRE GLEN GREEN MANAGEMENT LLC INST: 2025-5001147 P.P.N. 04-00-029-110-075 LEAR RD JOAN M MUSIAL INST: 2007-7092327 P.P.N. 04-00-029-110-082 LEAR RD STUART L & JANE E SHEARD P.P.N. 04-00-029-110-074 #31960 KREBS RD N 00°06'01" E 466.05' (Act.) 466.00' (Rec.) ~ CL N 89°41'32" W 528.12' (Rec. & Ms.) N 00°03'28" W164.63' (Rec. & Ms.) N 89°55'04" W 966.54' (Act.) 966.61' (Rec.) ~ CL N 00°00'24" W 634.43' (Act.) 634.75' (Rec.) ~ CL N 89°42'00" W 439.16' (Act.) 439.24' (Rec.) ~ CL Sec. 20 Sec. 29 25.00' 25.00' 30.00' 30.00' X X WV WV GV WV G EM WV WV WV WV G SAN SAN SAN SAN SAN G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W G G G W W W W W STM STM STM STM STM STM G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OH OH OH OH OH OH OH OH G G G 638.66 637.49 635.81 634.70 633.65 633.03 632.73 633.14 633.14 633.14 633.16 633.12 632.72 632.95 633.44 633.31 633.22 633.48 633.15 633.28 633.41 633.68 633.39 633.80 631.59 633.46 633.81 633.33 631.52 632.02 633.31 633.74 631.69 633.32 633.69 633.09 632.09 632.37 632.38 633.06 633.14 633.32 633.09 633.28 633.16 633.57 633.39 632.82 633.18 633.24 633.18 632.85 633.00 633.10 633.07 633.22 633.11 633.02 633.38 633.96 633.68 632.87 633.03 633.14 633.48 632.91 633.09 633.40 633.50 634.27 635.56 636.40 637.21 636.03 636.57 636.80 636.85 636.98 636.47 634.94 633.86 633.93 634.03 633.60 634.34 633.40 634.13 634.01 633.15 633.25 633.31 633.31 633.40 633.89 633.33 633.26 633.58 633.31 633.64 633.36 633.66 633.74 633.86 634.10 634.04 634.19 633.96 633.69 634.12 633.65 633.82 633.62 633.61 633.61 633.82 633.86 634.10 633.81 633.76 634.13 634.18 633.88 633.90 634.31 634.22 634.31 634.16 634.32 634.41 634.37 633.72 633.68 633.84 633.91 632.75 633.03 632.11 632.11 631.93 632.32 632.46 632.59 633.16 632.34 631.96 633.27 632.91 632.73 632.38 632.29 632.33 632.41 632.37 632.52 632.96 632.97 633.37 633.43 633.24 632.90 632.86 632.59 632.61 632.68 632.93 632.83 632.95 632.89 633.39 633.22 632.84 632.96 632.95 632.71 632.82 632.86 632.88 632.86 634.63 635.37 635.47 635.36 635.28 632.99 633.58 633.21 633.02 632.71 632.52 632.29 632.55 633.07 632.97 632.55 632.35 632.02 632.31 632.63 632.25 632.58 632.96 632.94 633.34 633.67 634.19 633.98 633.42 633.94 633.40 633.94 634.38 633.95 634.25 634.03 634.34 634.02 633.80 633.35 632.85 633.14 632.98 632.67 633.05 632.13 632.53 632.98 632.71 632.64 632.81 632.73 632.64 632.62 632.65 632.77 632.77 632.53 633.11 633.03 632.62 633.21 633.05 633.32 633.58 632.95 633.40 634.30 633.71 634.07 633.84 633.84 634.39 633.73 634.14 634.19 634.38 634.52 633.71 632.77 632.98 632.68 632.15 632.19 631.82 632.05 632.39 633.01 633.02 633.88 634.24 633.72 633.64 633.22 632.61 632.25 632.18 632.32 632.32 632.39 632.52 632.82 633.30 633.32 633.16 633.80 633.96 633.65 633.61 633.16 632.84 632.30 631.94 631.95 631.89 631.92 632.21 632.74 633.07 633.60 633.96 633.73 632.93 632.96 633.04 632.79 632.54 632.13 632.10 632.30 632.40 632.48 632.71 632.94 632.96 632.99 632.98 632.94 633.95 633.90 633.63 632.98 632.51 632.00 632.03 631.87 631.78 631.84 631.96 632.14 632.58 633.23 633.57 633.67 632.80 632.74 632.76 632.76 632.71 632.72 632.18 632.32 632.34 632.42 632.56 632.64 632.60 632.75 632.68 633.16 633.10 633.11 632.43 632.21 632.07 631.80 631.74 631.96 631.92 631.96 632.11 632.18 632.93 633.09 632.59 632.63 632.52 632.58 632.64 632.52 632.50 632.60 632.65 632.66 632.49 632.47 632.60 632.17 632.61 632.07 632.14 632.06 631.86 631.93 631.95 632.06 632.12 632.18 632.06 632.48 631.74 632.26 632.58 632.32 632.40 632.53 632.28 632.24 632.50 632.39 630.64 632.55 632.82 630.82 632.81 632.18 632.10 632.77 630.88 633.26 632.72 633.28 633.26 632.48 633.20 630.72 632.93 632.17 632.45 633.23 630.05 632.91 632.46 632.84 629.80 630.04 632.29 633.31 632.48 632.19 631.58 631.59 632.28 630.02 630.11 632.43 632.29 629.84 629.34 632.36 629.32 633.75 634.17 634.25 633.99 634.13 40.3' 8.0' 13.4' 8.0' 17.4' Ex. Garage Ex. House FFL 638.02 Ex. Porch Ex. Asphalt Road Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Gravel Driveway Ex. Conc. Apron Ex. Conc. Ex. Dirt Driveway Ex. Gravel Driveway Ex. Conc. Ex. Swale Ex. Swale Ex. Swale Ex. Ditch Ex. Ditch Ex. Ditch Ex. Post & Wire Fence ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ Ex. 8" Water Main (per ~ ~ ~ ~ ~ ~ ~ Benchmark #2 FH TOP 635.60 Benchmark #1 STM MH RIM 633.98 637 636 635 634 633 633 633 636 633 633 633 632633 632633 632 631 633 632 631 632 633 631 632 631 632 632 632 630 631 632 632 631 632 633 634 634 633 634 633 633 633 634 633 633 633 634 632 632 634 633 634 634 632 634 634 4.4' 27.7' Ex. 12" Water Main (per plan) Ex. 8" D.I. Water Main (per plan) Ex. 12" Water Main (per plan) Ex. FH Top 636.07 Ex. FH Top 636.77 Ex. FH Top 635.60 Ex. FH Top 635.42 Ex. 4" PVC Inv. 633.45 Ex. CBS Rim 633.36 12" Inv. 630.59 N 12" Inv. 630.13 W Ex. YD (full) Rim 632.81 Ex. CBS Rim 633.10 30" Inv. 627.83 SW 30" Inv. 627.79 N Ex. Beehive CBS Rim 632.10 12" Inv. 628.99 W 30" Inv. 627.55 N/S Ex. CBS Rim 631.43 Ex. CBS Rim 631.70 Ex. Stm MH Rim 634.06 30" Inv. 628.15 SW 30" Inv. 628.11 NE Ex. CI Gut 633.22 12" Inv. 629.15 E Ex. CI Gut 633.11 12" Inv. 629.15 E 12" Inv. 629.08 W Ex. CI Gut 632.78 12" Inv. 630.96 S Ex. CI Gut 632.68 12" Inv. 630.47 N 18" Inv. 630.40 W 18" Inv. 630.37 E Ex. CI Gut 632.79 12" Inv. 630.95 S Ex. CI Gut 632.66 12" Inv. 630.82 N 12" Inv. 630.80 S Ex. Stm MH Rim 633.98 18" Inv. 630.88 W 12" Inv. 630.84 N Ex. CBS Rim 632.60 12" Inv. 630.33 E Ex. CBS Rim (not obs.) 12" Inv. 630.85 N 12" Inv. 630.01 W 12" Inv. 629.89 E Ex. CBS Rim 632.58 8" Inv. 631.50 W 8" Inv. 631.44 E Ex. CBS Rim 632.18 6" Inv. 630.32 W Ex. 6" PVC Inv. 632.46 Ex. 4" Flex Inv. 633.67 Ex. 6" VCP Inv. 631.08 Ex. 8" PVC Inv. 631.23 Ex. 8" PVC Inv. 631.53 Ex. 8" PVC Inv. 631.60 Ex. 12" RCP Inv. 631.26 Ex. 30'-12" RCP Stm @ 1.37% Ex. 215'-12" Flex Stm @ 0.15% Ex. 24'-12" RCP Stm @ 0.54% Ex. 5'-12" RCP Stm @ -0.80% Ex. 36'-12" RCP Stm @ 1.36% Ex. 15'-8" PVC Culvert @ 0.47% Ex. 129'-30" RCP Stm @ 0.19% Ex. 26'-12" RCP Stm @ 0.27% Ex. 9-12" RCP Stm @ 1.78% Ex. 106'-30" RCP Stm Ex. 68'-30" Stm @ 0.17% (per plan) Ex. 62'-30" RCP Stm @ 0.45% Ex. 253'-18" RCP Stm @ 0.20% Ex. 94'-8" PVC Stm @ 0.29% Ex. San MH Rim 633.39 Ex. San MH Rim 633.59 12" Inv. 616.22 NE 12" Inv. 616.15 S Ex. San MH Rim 633.71 8" Inv. 616.58 S 12" Inv. 616.55 N Ex. San MH Rim 633.92 Ex. San MH Rim 637.74 Ex. 94'-8" PVC San Ex. 43'-8" or 12" San @ 0.38% (per plan) Ex. 223'-12" PVC San @ 0.18% Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. 6" Gas Main (per plan) Ex. 6" Gas Main (field markings) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. 2" Gas Main (approx. location per plan) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. Gas Conn. (field markings) Ex. Buried Fiber Optic Line Ex. Underground Fiber Optic Line Marker Ex. Underground Fiber Optic Line Markers Ex. Underground Fiber Optic Line Marker Ex. Buried Fiber Optic Line Ex. Steel Box Assumed Gas Conn. Ex. Gravel Driveway Ex. Ditch Krebs Road 50' "a public Right-of-Way" Lear Road 60' "a public Right-of-Way" Country Club Drive 60' "a public Right-of-Way" Plat Vol. 60, Pgs. 50-51 (1998) Fd. 3/4" Iron Pipe Held for Line 3.39' East of R/W Mon. Box Ass'ly. (Could not Open) Fd. Mag. Nail Held for CL Fd. 5/8" Iron Pin Held for Corner I.D. Cap "Kole" Fd. 5/8" Iron Pin I.D. Cap "Kole" 0.23' North 0.23' West Fd. 5/8" Iron Pin I.D. Cap "Kole" 0.89' North 0.89' West Fd. 1" Iron Pipe Held for Corner Fd. 1" Iron Pipe Held for Corner Fd. 1/2" Iron Pin Held for Line 0.20' East Fd. 5/8" Iron Pin Held for Corner Fd. 5/8" Iron Pin Held for Corner I.D. Cap "Haywood" Fd. 5/8" Iron Pin Held for Corner Fd. 1" Iron Pipe Held for Line 0.59' North of 50' R/W Net Area = 9.0364 Ac. Area in R/W = 0.3031 Ac. Total Area = 9.3395 Ac. Fd. 5/8" Iron Pin I.D. Cap "Kole" Held for Line 0.75' West of R/W Ex. San MH (Plan) FM FM FM FM FM ~ Ex. 8" Sanitary Sewer (Per Plan) Ex. 12" Sanitary Force Main (Per Plan) SHEET OF CONTRACT No. www.polaris-es.com POLARIS ENGINEERING & SURVEYING, INC. (440) 944-4433 WILLOUGHBY HILLS, OHIO 44094 34600 CHARDON ROAD - SUITE D BY DATE REV. No. DATE: SCALE: FOLDER: FILENAME: TAB: DRAWN: 12/29/25 N/A DWG/Engineering RMK HOR. VERT. 1"=50' 02 06 24132 BNDY. BY: BASE. BY: RAT SRB 02-Ex Conditions 24132 Preliminary PREPARED FOR: SYMBOL LEGEND SH SCB MB WV Ex. Monument Box Prop. Light Pole Prop. WL Valve Prop. Hydrant Ex. Pine Tree Ex. Tree Ex. Bush Ex. Light Power Pole Ex. Power Pole Ex. Guy Wire Ex. Light Pole Ex. Electrical Box Prop. Curb Inlet Ex. Clean Out Ex. Catch Basin Ex. Manhole Ex. Yard Drain Prop. Storm Manhole Prop. Sanitary Manhole Ex. Water Meter Ex. Water Valve Ex. Gas Marker Ex. Fire Hydrant Ex. Mailbox Ex. Gas Meter Ex. Sign Ex.Telphone Box Ex. Storm Manhole Prop. Catch Basin Ex. Curb Inlet Ex. Sanitary Manhole Ex. Gas Valve Test Bore Well Guard Post Traffic Signal Pole Traffic Signal Box Sprinkler Control Box Sprinkler Head G GV w W E T C Irrigation Valve Ex. Stump Ex. Yard Light Cable TV Box Ex. Power Transformer Ex. Storm Inlet MH E Electrical Outlet Proposed Street Light TOPOGRAPHIC CERTIFICATION: I, THE UNDERSIGNED, HEREBY CERTIFY THAT THIS TOPOGRAPHY, INDICATED BY 1' CONTOURS, AND ELEVATIONS SHOWN HEREON, REPRESENT AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION ON THE 28TH DAY OF FEBRUARY, 2025, AND THAT THE ELEVATIONS WERE TAKEN AT APPROPRIATE INTERVALS AND THAT AS OF THAT DATE THEY EXISTED AS INDICATED HEREON. VERTICAL DATUM IS BASED ON NAVD88. RICHARD A. THOMPSON, JR., P.S. #7388 R R S O F E S I O N A L R E G I S T E S U R V E Y E D S T P A T E O F O H I O O R RICHARD A. THOMPSON JR. 7388 NOTE: THIS SURVEY SUBJECT TO CHANGE UPON RECEIPT OF ANY ADDITIONAL AVAILABLE UNDERGROUND UTILITY INFORMATION. EXISTING UNDERGROUND UTILITIES NOTE: THE SIZE AND LOCATION, BOTH HORIZONTAL AND VERTICAL OF THE UNDERGROUND UTILITIES SHOWN HEREON, HAVE BEEN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED HEREON. VERIFICATION BY FIELD OBSERVATION HAS BEEN CONDUCTED. WHERE PRACTICAL. HOWEVER, POLARIS ENGINEERING & SURVEYING, INC. DOES NOT GUARANTEE THE COMPLETENESS NOR ACCURACY THEREOF. 2 WORKING DAYS BEFORE YOU DIG CALL 8-1-1 OHIO UTILITIES PROTECTION SERVICE NON-MEMBERS MUST BE CALLED DIRECT O.U.P.S. REFERENCE A-133-302-354 EXISTING CONDITIONS MATTHEW'S HOLLLOW SUBDIVISION CITY OF AVON LAKE - LORAIN COUNTY - OHIO NOTE: ANYONE USING ELEVATIONS ASSOCIATED WITH THIS PLAN SHALL UTILIZE & CHECK INTO BOTH BENCHMARKS FOR VERTICAL CONTROL. POLARIS SHALL BE NOTIFIED IMMEDIATELY OF ANY IRREGULARITIES. GRAPHIC SCALE (IN FEET) 1 INCH = 50 FEET 50 25 0 50 R R S O F E S I O N A L R E G I S T E E N G I N E E D S T P A T E O F O H I O E R KEVIN T. HOFFMAN 74831 SHIRE GLEN GREEN MANAGEMENT, LLC P.O. BOX 40186 BAY VILLAGE, OHIO 40186 PHONE: (440) 941-3340 CONTACT: ED PAVICIC Existing Agricultural Field

CITY OF AVON LAKE P.P.N. 04-00-029-110-076 (RIGHT OF WAY) JOELLEMAGYAR & CHRISTOPHER TYRA INST: 2023-3005414 P.P.N. 04-00-029-110-077 #767 LEAR RD JEFF OGLESBEE & MICHELLE OGLESBEE INST: 2022-2007167 P.P.N. 04-00-029-110-079 #763 LEAR RD DATKO RESIDENTIAL SERVICES LLC AN OHIO LIMITED LIABILITY COMPANY INST: 2024-4005263 P.P.N. 04-00-029-110-080 #759 LEAR RD STEPHEN M & CONSTANCE L DATKO P.P.N. 04-00-029-110-081 #753 LEAR RD SHIRE GLEN GREEN MANAGEMENT LLC INST: 2025-5001147 P.P.N. 04-00-029-110-075 LEAR RD JOAN M MUSIAL INST: 2007-7092327 P.P.N. 04-00-029-110-082 LEAR RD STUART L & JANE E SHEAR P.P.N. 04-00-029-110-074 #31960 KREBS RD N 00°06'01" E 466.05' (Act.) 466.00' (Rec.) ~ CL 437.87' (Act.) 438.88' (Rec.) 466.00' (Rec. & Ms.) N 89°41'32" W 528.12' (Rec. & Ms.) N 00°03'28" W164.63' (Rec. & Ms.) N 89°55'04" W 966.54' (Act.) 966.61' (Rec.) ~ CL N 00°00'24" W 634.43' (Act.) 634.75' (Rec.) ~ CL N 89°42'00" W 439.16' (Act.) 439.24' (Rec.) ~ CL 90° (Act.) 90°21'50" (Warden Sur.) Krebs Road 50' "a public Right-of-Way" Lear Road 60' "a public Right-of-Way" Country Club Drive 60' "a public Right-of-Way" Plat Vol. 60, Pgs. 50-51 (1998) 179.36' (Rec. & Ms.) Fd. 3/4" Iron Pipe Held for Line 3.39' East of R/W Mon. Box Ass'ly. (Could not Open) Fd. Mag. Nail Held for CL Sec. 20 Sec. 29 411.69' 2232.60' (Calc.) Fd. 5/8" Iron Pin Held for Corner I.D. Cap "Kole" Fd. 5/8" Iron Pin I.D. Cap "Kole" 0.23' North 0.23' West Fd. 5/8" Iron Pin I.D. Cap "Kole" 0.89' North 0.89' West Fd. 1" Iron Pipe Held for Corner Fd. 1" Iron Pipe Held for Corner Fd. 1/2" Iron Pin Held for Line 0.20' East Fd. 5/8" Iron Pin Held for Corner Fd. 5/8" Iron Pin Held for Corner I.D. Cap "Haywood" Fd. 5/8" Iron Pin Held for Corner Fd. 1" Iron Pipe Held for Line 0.59' North of 50' R/W 25.00' 25.00' 30.00' 30.00' Fd. 5/8" Iron Pin I.D. Cap "Kole" Held for Line 0.75' West of R/W 50' FRONT SETBACK 35' REAR SETBACK 50' FRONT SETBACK 35' REAR SETBACK Matthew's Court Proposed 60' R/W 313.91' 214.21' N 0°18'28" E 423.59' 50' CORNER SETBACK 30' Sanitary Sewer Easement 20' Storm Sewer Easement 20' Storm Sewer Esmt 12' Utility Easement 10' SanitarySewer Easement 20' Storm Sewer Easement 35' REAR SETBACK 35' REAR SETBACK 10' SIDE SETBACK 10' SIDE SETBACK 10.00' 10.00' 5.00' 5.00' 12' Utility Easement EX R/W NEW R/W EX R/W NEW R/W 20' Storm Sewer Easement 20' Storm Sewer Easement 10' Drainage Easement S/L 1 73,575 S.F. 1.6891 Ac. S/L 8 19,987 S.F. 0.4588 Ac. S/L 6 27,685 S.F. 0.6356 Ac. S/L 9 27,302 S.F. 0.6268 Ac. S/L 12 18,311 S.F. 0.4204 Ac. S/L 4 18,463 S.F. 0.4239 Ac. S/L 11 18,254 S.F. 0.4191 Ac. S/L 13 21,852 S.F. 0.5017 Ac. S/L 5 28,497 S.F. 0.6542 Ac. S/L 3 21,915 S.F. 0.5031 Ac. S/L 2 22,000 S.F. 0.5050 Ac. 444.22' 444.22' 208.93' 106.12' 164.78' 164.78' 169.98' C1 C2 C3 C4 C5 169.12' 399.15' 164.37' 45.07' 45.10' 166.52' 116.05' 100.00' 220.00' C6 C7 284.36' 170.94' 113.49' 100.00' 100.00' 120.00' 150.39' 183.39' 90.98' 100.00' 90.00' 182.84' 100.00' 120.00' 100.00' 184.81' 90.00' 100.00' 90.98' 184.45' C8 181.47' C9 154.05' 100.00' 154.02' C10 S/L 7 37,165 S.F. 0.8532 Ac. S/L 10 15,718 S.F. 0.3608 Ac. 10' Drainage Easement 167.27' 30' Storm & Sanitary Sewer Easement 20' Storm Sewer Easement 20' Storm Sewer Esmt 50' FRONT SETBACK 20' Storm Sewer Easement '40' Landscape & Sign Easement 50' CORNER SETBACK '40' Landscape & Sign Easement 20' Storm Sewer Easement 7.50' 10.00' 437.87' (Act.) 438.88' (Rec.) 466.00' (Rec. & Ms.) 90° (Act.) 90°21'50" (Warden Sur.) 179.36' (Rec. & Ms.) 411.69' 2232.60' (Calc.) Fd. 5/8" Iron Pin In Mon. Box Ass'ly. Held for CL Fd. 5/8" Iron Pin In Mon. Box Ass'ly. Held for CL Lakeside Drive 60' "a public Right-of-Way" Plat Vol. 75, Pgs. 45-47 (2002) 523.33' (Act.) 523.31' (Rec.) 30.00' (R/M) Fd. 5/8" Iron Pin In Mon. Box Ass'ly. Held for CL Fd. 5/8" Iron Pin In Mon. Box Ass'ly. Held for CL Lakeside Drive 60' "a public Right-of-Way" Plat Vol. 75, Pgs. 45-47 (2002) 523.33' (Act.) 523.31' (Rec.) 30.00' (R/M) Deerfield Drive 60' "a public Right-of-Way" Plat Vol. 58, Pgs. 50-51 (1997) 369.02' (Act.) 368.93' (Rec.) Deerfield Drive 60' "a public Right-of-Way" Plat Vol. 58, Pgs. 50-51 (1997) 369.02' (Act.) 368.93' (Rec.) Fd. 1" Iron Pin In Mon. Box Ass'ly Held for CL Walker Road "a public Right-of-Way" Plat Vol. 41, Pg.s 40-41 (1986) Width Varies Sec. 20 Sec. Fd. 1" Iron Pin In Mon. Box Ass'ly Held for CL Walker Road "a public Right-of-Way" Plat Vol. 41, Pg.s 40-41 (1986) Width Varies Sec. 20 Sec. PARCEL CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 LENGTH 64.20' 60.00' 60.01' 60.01' 64.17' 9.07' 31.00' 31.00' 47.12' 47.12' RADIUS 65.00' 65.00' 65.00' 65.00' 65.00' 50.00' 50.00' 50.00' 30.00' 30.00' DELTA 56°35'36" 52°53'31" 52°53'45" 52°53'47" 56°33'50" 10°23'38" 35°31'36" 35°31'41" 90°00'00" 90°00'00" CHORD 61.62' 57.90' 57.90' 57.90' 61.60' 9.06' 30.51' 30.51' 42.43' 42.43' BEARING N17°55'55"E N36°48'39"W N89°42'17"W S37°23'57"W S17°19'52"E N4°53'21"W N27°50'59"W S28°27'52"W S44°41'32"E N45°18'28"E TANGENT 34.99' 32.33' 32.33' 32.33' 34.97' 4.55' 16.02' 16.02' 30.00' 30.00' SHEET OF CONTRACT No. www.polaris-es.com POLARIS ENGINEERING & SURVEYING, INC. (440) 944-4433 WILLOUGHBY HILLS, OHIO 44094 34600 CHARDON ROAD - SUITE D DATE: SCALE: FOLDER: FILENAME: TAB: DRAWN: 12/29/25 N/A DWG/Engineering KTH HOR. VERT. 1"=50' 03 06 24132 BNDY. BY: BASE. BY: RAT SRB 03-Plat 24132 Preliminary PREPARED FOR: PRELIMINARY PLAT MATTHEW'S HOLLOW SUBDIVISION CITY OF AVON LAKE - LORAIN COUNTY - OHIO GRAPHIC SCALE (IN FEET) 1 INCH = 50 FEET 50 25 0 50 R R S O F E S I O N A L R E G I S T E E N G I N E E D S T P A T E O F O H I O E R KEVIN T. HOFFMAN 74831 Boundary Certification: I HEREBY CERTIFY THAT I HAVE SURVEYED THE PREMISES AND PREPARED THE ATTACHED PLAT IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 4733-37 OF THE OHIO ADMINISTRATIVE CODE. THE DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF, ALL OF WHICH ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. IRON MONUMENTS OR PINS AS INDICATED WERE FOUND OR SET AS SHOWN HEREON. THE TERM CERTIFY AS USED IN THIS STATEMENT IS UNDERSTOOD TO BE THE PROFESSIONAL OPINION OF THE SURVEYOR WHICH IS FORMULATED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF, AND AS SUCH, IT DOES NOT CONSTITUTE A GUARANTEE OR WARRANTY, EITHER EXPRESSED OR IMPLIED. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS SUBJECT TO ANY STATE OF FACTS REVEALED BY A EXAMINATION OF THE SAME. BEARINGS REFER TO THE OHIO STATE COORDINATE SYSTEM OF 1983 (NORTH ZONE) BASED ON THE ODOT CORS/VRS SYSTEM NAD83 (2011) DATUM. ALL IRON PINS SET ARE 5/8 INCH DIAMETER BY 30-INCH-LONG REBAR WITH IDENTIFICATION CAP "POLARIS "7388" AS SHOWN HEREON ( ). _________________________________ RICHARD A. THOMPSON, JR. OHIO PROFESSIONAL SURVEYOR #7388 DATE: 5/20/25 O H O F Y I 7388 A. O R O T E R P R S T A THOMPSON, JR. RICHARD V E R U I S T E A L S E S S I O N R O F E E G D Survey References: COUNTY TAX MAPS (AS NOTED) COUNTY RECORD DEEDS (AS NOTED) COUNTY RECORD PLATS (AS NOTED) COUNTY ROAD RECORDS(AS NOTED) SURVEY PERFORMED BY(AS NOTED) R-1A Zoning Summary: MINIMUM AREA = 15,000 S.F. (0.3444 Ac.) MINIMUM FRONT SETBACK = 50' MINIMUM SIDEYARD = 10' MINIMUM REARYARD = 35' MINIMUM WIDTH AT SETBACK = 100' MINIMUM WIDTH AT R/W = 100' (60' ON CUL-DE-SAC) MINIMUM WIDTH CORNER LOTS = 120' Area Tabulation: AREA IN PROPOSED R.O.W. = 0.8715 Acres AREA IN EXISTING R.O.W. = 0.4165 Acres AREA IN PROPOSED BLOCKS = 0.6726 Acres AREA IN SUBLOTS = 7.3789 Acres TOTAL AREA = 9.3395 Acres MON. BOX ASSEMBLY FOUND (AS NOTED) STONE FOUND (AS NOTED) IRON PIPE FOUND (AS NOTED) IRON PIN FOUND (AS NOTED) Boundary Monument Legend: EMPTY MON. BOX ASSEMBLY FOUND (AS NOTED) DRILL HOLE FOUND (AS NOTED) DRILL HOLE SET 5/8" x 30" IRON PIN SET W/I.D. CAP POLARIS "7388" 5/8" IRON PIN FOUND W/I.D. CAP POLARIS #7388 (IF NOT NOTED) P.K. NAIL FOUND (AS NOTED) P.K. NAIL SET MON. BOX ASSEMBLY WITH 5/8" x 30" IRON PIN SET W/I.D. CAP POLARIS "7388" 4,197.56' 4,675.17' 696.56' SHIRE GLEN GREEN MANAGEMENT, LLC P.O. BOX 40186 BAY VILLAGE, OHIO 40186 PHONE: (440) 941-3340 CONTACT: ED PAVICIC FRONT NOTE: FRONT OF HOME SHALL FACE SOUTH 4'W SIDEWALK (1' INSIDE R/W) TYP. NOTE: NO STRUCTURES, EXCEPT FENCES AND WALLS, ARE PERMITTED IN THE PANHANDLE PORTION OF S/L 1 FRONT 30' 35' STORM WATER MANAGEMENT EASEMENT 130.9 213.0 STORM WATER MANAGEMENT EASEMENT THE LANDS DELINEATED ARE SUBJECT TO AN "AGREEMENT FOR INSPECTION AND MAINTENANCE OF STORMWATER DRAINAGE SYSTEMS & BEST MANAGEMENT PRACTICES" REQUIRED BY THE CITY OF AVON LAKE PER AGREEMENT ON SHEET 6 OF THIS PLAT.

CITY OF AVON LAKE P.P.N. 04-00-029-110-076 (RIGHT OF WAY) JOELLEMAGYAR & CHRISTOPHER TYRA INST: 2023-3005414 P.P.N. 04-00-029-110-077 #767 LEAR RD JEFF OGLESBEE & MICHELLE OGLESBEE INST: 2022-2007167 P.P.N. 04-00-029-110-079 #763 LEAR RD DATKO RESIDENTIAL SERVICES LLC AN OHIO LIMITED LIABILITY COMPANY INST: 2024-4005263 P.P.N. 04-00-029-110-080 #759 LEAR RD STEPHEN M & CONSTANCE L DATKO P.P.N. 04-00-029-110-081 #753 LEAR RD SHIRE GLEN GREEN MANAGEMENT LLC INST: 2025-5001147 P.P.N. 04-00-029-110-075 LEAR RD JOAN M MUSIAL INST: 2007-7092327 P.P.N. 04-00-029-110-082 LEAR RD STUART L & JANE E SHEARD P.P.N. 04-00-029-110-074 #31960 KREBS RD Krebs Road 50' "a public Right-of-Way" Lear Road 60' "a public Right-of-Way" Country Club Drive 60' "a public Right-of-Way" Plat Vol. 60, Pgs. 50-51 (1998) 30' Sanitary Sewer Easement 20' Storm Sewer Easement 20' Storm Sewer Esmt 20' Storm Sewer Easement 20' Storm Sewer Easement 20' Storm Sewer Easement 10' Drainage Easement 10' Drainage Easement 30' Storm & Sanitary Sewer Easement 20' Storm Sewer Easement 20' Storm Sewer Esmt 20' Storm Sewer Easement 20' Storm Sewer Easement 7.50' 10.00' X X WV WV GV WV G EM WV WV WV WV G SAN SAN SAN SAN SAN G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W G G G W W W W W STM STM STM STM STM STM G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OH OH OH OH OH OH OH OH G G G 633.44 633.48 636.85 634.03 633.58 633.64 634.10 634.19 40.3' 8.0' 13.4' 8.0' 17.4' Ex. Garage Ex. House FFL 638.02 Ex. Porch Ex. Asphalt Road Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Conc. Apron Ex. Conc. Ex. Conc. Ex. Ditch Ex. Ditch Ex. Ditch Ex. Post & Wire Fence ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ Ex. 8" Water Main (per ~ ~ ~ ~ ~ ~ ~ Benchmark #2 FH TOP 635.60 Benchmark #1 STM MH RIM 633.98 Ex. 12" Water Main (per plan) Ex. 8" D.I. Water Main (per plan) Ex. 12" Water Main (per plan) Ex. FH Top 636.07 Ex. FH Top 636.77 Ex. FH Top 635.60 Ex. FH Top 635.42 Ex. 4" PVC Inv. 633.45 Ex. CBS Rim 633.36 12" Inv. 630.59 N 12" Inv. 630.13 W Ex. YD (full) Rim 632.81 Ex. CBS Rim 633.10 30" Inv. 627.83 SW 30" Inv. 627.79 N Ex. Beehive CBS Rim 632.10 12" Inv. 628.99 W 30" Inv. 627.55 N/S Ex. CBS Rim 631.43 Ex. CBS Rim 631.70 Ex. Stm MH Rim 634.06 30" Inv. 628.15 SW 30" Inv. 628.11 NE Ex. CI Gut 633.22 12" Inv. 629.15 E Ex. CI Gut 633.11 12" Inv. 629.15 E 12" Inv. 629.08 W Ex. CI Gut 632.78 12" Inv. 630.96 S Ex. CI Gut 632.68 12" Inv. 630.47 N 18" Inv. 630.40 W 18" Inv. 630.37 E Ex. CI Gut 632.79 12" Inv. 630.95 S Ex. CI Gut 632.66 12" Inv. 630.82 N 12" Inv. 630.80 S Ex. Stm MH Rim 633.98 18" Inv. 630.88 W 12" Inv. 630.84 N Ex. CBS Rim 632.60 12" Inv. 630.33 E Ex. CBS Rim (not obs.) 12" Inv. 630.85 N 12" Inv. 630.01 W 12" Inv. 629.89 E Ex. CBS Rim 632.58 8" Inv. 631.50 W 8" Inv. 631.44 E Ex. CBS Rim 632.18 6" Inv. 630.32 W Ex. 6" PVC Inv. 632.46 Ex. 4" Flex Inv. 633.67 Ex. 6" VCP Inv. 631.08 Ex. 8" PVC Inv. 631.23 Ex. 8" PVC Inv. 631.53 Ex. 8" PVC Inv. 631.60 Ex. 12" RCP Inv. 631.26 Ex. 30'-12" RCP Stm @ 1.37% Ex. 215'-12" Flex Stm @ 0.15% Ex. 24'-12" RCP Stm @ 0.54% Ex. 5'-12" RCP Stm @ -0.80% Ex. 36'-12" RCP Stm @ 1.36% Ex. 15'-8" PVC Culvert @ 0.47% Ex. 129'-30" RCP Stm @ 0.19% Ex. 26'-12" RCP Stm @ 0.27% Ex. 9-12" RCP Stm @ 1.78% Ex. 106'-30" RCP Stm Ex. 68'-30" Stm @ 0.17% (per plan) Ex. 62'-30" RCP Stm @ 0.45% Ex. 253'-18" RCP Stm @ 0.20% Ex. 94'-8" PVC Stm @ 0.29% Ex. San MH Rim 633.39 Ex. San MH Rim 633.59 12" Inv. 616.22 NE 12" Inv. 616.15 S Ex. San MH Rim 633.71 8" Inv. 616.58 S 12" Inv. 616.55 N Ex. San MH Rim 633.92 Ex. San MH Rim 637.74 Ex. 94'-8" PVC San Ex. 43'-8" or 12" San @ 0.38% (per plan) Ex. 223'-12" PVC San @ 0.18% Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. 6" Gas Main (per plan) Ex. 6" Gas Main (field markings) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. 2" Gas Main (approx. location per plan) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. Gas Conn. (field markings) Ex. Buried Fiber Optic Line Ex. Underground Fiber Optic Line Marker Ex. Underground Fiber Optic Line Markers Ex. Underground Fiber Optic Line Marker Ex. Buried Fiber Optic Line Ex. Steel Box Assumed Gas Conn. Ex. Gravel Driveway Ex. Ditch Ex. San MH (Plan) FM FM FM FM FM ~ Ex. 8" Sanitary Sewer (Per Plan) Ex. 12" Sanitary Force Main (Per Plan) Matthew's Court Proposed 60' R/W 4' CONC. WALK PROP. 8" WATERLINE PROP. HYD. (TYP.) PROP. 1" WTR. CONN. (TYP.) PROP. 6" STM CONN. (TYP.) PROP. 6" SAN CONN. (TYP.) PROP. 396'-8" SAN @ 0.40% PROP. 326'-8" SAN SEW WTR STM SAN WTR SAN STM SAN STM STM WTR SAN WTR SAN WTR WTR SAN SAN SAN PROP. STM MH PROP. STM CI (TYP.) PROP. STM CI (TYP.) PROP. STM MH PROP. STM CB PROP. 172' STM SEW PROP. 200' STM SEW PROP. 24' STM SEW PROP. 24' STM SEW PROP. 5' STM SEW PROP. STM CB PROP. STM CB PROP. 176' STM SEW PROP. 200' STM SEW PROP. 95' STM SEW PRIVATE 12'WIDE DRIVEWAY FOR S/L 1 & SEWER ACCESS DRIVE SUBLOT 1 FFL. GAR. 635.00 SUBLOT 2 FFL. GAR. 635.00 SUBLOT 4 FFL. GAR. 636.00 SUBLOT 5 FFL. GAR. 635.67 SUBLOT 6 FFL. GAR. 635.75 SUBLOT 7 FFL. GAR. 635.50 SUBLOT 8 FFL. GAR. 635.00 STM SUBLOT 9 FFL. GAR. 635.50 SUBLOT 10 FFL. GAR. 635.75 SUBLOT 11 FFL. GAR. 635.67 SUBLOT 12 FFL. GAR. 636.00 SUBLOT 13 FFL. GAR. 636.00 STM S.W.M. BASIN (in Easement) SAN SUBLOT 3 FFL. GAR. 636.00 27'W CONCRETE PAVEMENT W/ROLL CURBS R50.0 SAN SAN SAN PROP. STM CB PROP. STM CB WTR STM SAN PROP. STM CB PROP. 183' STM SEW PROP. 147' STM SEW PROP. 100' STM SEW MAIL CBU LOCATION WTR NOTE: PROPOSED STORM WATER MANAGEMENT BASIN SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION FOR THE SUBDIVISION. L STREET LIGHT STREET LIGHT PROP. STM CB PROP. 68'-8" SAN @ 1.00% (BORED) G G G G G G STM STM STM PROP. 280'-8" SAN @ 0.40% PROP. 214' STM SEW PROP. STM MH GAS E E E E E E E ELEC G PROP. 94' STM SEW PROP.126' STM SEW PROP.105' STM SEW PROP.292' STM SEW PROP. 16' STM SEW PROP. SAN MH RIM 632.2± 8" INV. 621.97/622.07 PROP. 200'-8" SAN @ 0.87% 10' SANITARY SEWER EASEMENT PROP. SAN MH RIM 633.8± 8" INV. 623.8± (NOTE LID SHOULD NOT BE IN WALK) WTR WTR PROP. 68' STM SEW PROP. STM CB PROP. STM CB PROP. STM CB PROP. STM HW PROP. STM CB PROP. STM MH PROP. STM MH WTR 2" DOMESTIC WATER MAIN PROP. 76'-8" SAN @ 0.40% 0+00 1+00 2+00 3+00 4+00 4+24 PROP. SAN MH RIM 632.9± 8" INV. 618.94/619.04 PROP. SAN MH RIM 633.7± 8" INV. 617.26/817.36 PROP. SAN MH RIM 633.6± 8" INV. 620.16/620.26 PROP. SAN MH RIM 634.3± 8" INV. 620.56/620.66 L PROP. STM OUTLET STRUCTURE STM WTR PROP. 153' STM SEW 30' STM PROP. STM CB TAPPING OF EX. 8" WL BY ALRW NOTE: WATER METER PIT TO BE LOCATED BEHIND SIDEWALK ON LEAR RD. HOMEOWNER TO MAINTAIN SERVICE LINE BETWEEN METER & HOUSE 3 00 4+00 4+24 City of Avon Lake Ladder Truck 46.58 4.24 20.67 4.833 23.087 City of Avon Lake Ladder Truck Overall Length 46.580ft Overall Width 8.330ft Overall Body Height 7.383ft Min Body Ground Clearance 0.633ft Track Width 7.500ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 42.080ft SHEET OF CONTRACT No. www.polaris-es.com POLARIS ENGINEERING & SURVEYING, INC. (440) 944-4433 WILLOUGHBY HILLS, OHIO 44094 34600 CHARDON ROAD - SUITE D BY DATE REV. No. DATE: SCALE: FOLDER: FILENAME: TAB: DRAWN: 12/29/25 N/A DWG/Engineering KTH HOR. VERT. 1"=50' 04 06 24132 BNDY. BY: BASE. BY: RAT SRB 04-Utilities 24132 Preliminary PREPARED FOR: SYMBOL LEGEND SH SCB MB WV Ex. Monument Box Prop. Light Pole Prop. WL Valve Prop. Hydrant Ex. Pine Tree Ex. Tree Ex. Bush Ex. Light Power Pole Ex. Power Pole Ex. Guy Wire Ex. Light Pole Ex. Electrical Box Prop. Curb Inlet Ex. Clean Out Ex. Catch Basin Ex. Manhole Ex. Yard Drain Prop. Storm Manhole Prop. Sanitary Manhole Ex. Water Meter Ex. Water Valve Ex. Gas Marker Ex. Fire Hydrant Ex. Mailbox Ex. Gas Meter Ex. Sign Ex.Telphone Box Ex. Storm Manhole Prop. Catch Basin Ex. Curb Inlet Ex. Sanitary Manhole Ex. Gas Valve Test Bore Well Guard Post Traffic Signal Pole Traffic Signal Box Sprinkler Control Box Sprinkler Head G GV w W E T C Irrigation Valve Ex. Stump Ex. Yard Light Cable TV Box Ex. Power Transformer Ex. Storm Inlet MH E Electrical Outlet Proposed Street Light NOTE: THIS SURVEY SUBJECT TO CHANGE UPON RECEIPT OF ANY ADDITIONAL AVAILABLE UNDERGROUND UTILITY INFORMATION. EXISTING UNDERGROUND UTILITIES NOTE: THE SIZE AND LOCATION, BOTH HORIZONTAL AND VERTICAL OF THE UNDERGROUND UTILITIES SHOWN HEREON, HAVE BEEN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED HEREON. VERIFICATION BY FIELD OBSERVATION HAS BEEN CONDUCTED. WHERE PRACTICAL. HOWEVER, POLARIS ENGINEERING & SURVEYING, INC. DOES NOT GUARANTEE THE COMPLETENESS NOR ACCURACY THEREOF. 2 WORKING DAYS BEFORE YOU DIG CALL 8-1-1 OHIO UTILITIES PROTECTION SERVICE NON-MEMBERS MUST BE CALLED DIRECT O.U.P.S. REFERENCE A-133-302-354 PRELIMINARY UTILITY PLAN MATTHEW'S HOLLOW SUBDIVISION CITY OF AVON LAKE - LORAIN COUNTY - OHIO GRAPHIC SCALE (IN FEET) 1 INCH = 50 FEET 50 25 0 50 R R S O F E S I O N A L R E G I S T E E N G I N E E D S T P A T E O F O H I O E R KEVIN T. HOFFMAN 74831 SHIRE GLEN GREEN MANAGEMENT, LLC P.O. BOX 40186 BAY VILLAGE, OHIO 40186 PHONE: (440) 941-3340 CONTACT: ED PAVICIC NOTE: FRONT OF HOME SHALL FACE WEST GENERAL NOTES : 1. MAILBOX LOCATIONS SHALL BE CONFIRMED WITH AVON LAKE POSTMASTER 2. A HOMEOWNERS' ASSOCIATION SHALL BE CREATED FOR THE DEVELOPMENT. ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIR OF THE STORM WATER MANAGEMENT BASIN, ALL STORM SEWER MAINS OUTSIDE OF THE PUBLIC RIGHT OF WAY, AND ENTRY SIGNAGE/LANDSCAPING 3. ALL SUBDVIISIONS SHALL BE REQUIRED TO CONTRIBUTE TO THE STREET TREE FUND FOR THE INSTALLATION OF TREES IN PUBLIC RIGHTS-OF-WAY. THE FEE SHALL BE PAYABLE AS A CASH AMOUNT CALCULATED BY THE URBAN FORESTER AND SHALL BE PAID PRIOR TO FINAL PLAT APPROVAL. 4. MATTHEW'S COURT SHALL BE A PUBLIC ROADWAY PAVEMENT SHALL BE CONSTRUCTED OF 8" OF CONCRETE OVER 6" OF AGGREGATE BASE. THE PRIVATE DRIVEWAY FOR SL/1 SHALL BE CONSTRUCTED USING SAME ROADWAY SPECIFICATIONS OF MATTHEW'S HOLLOW TO SUPPORT SERVICE VEHCILES TO ACCESS SANITARY SEWER MANHOLES. DRIVEWAY TO BE MAINTAINED BY SL 1 OWNER. 5. ALL STREET LIGHTING SHALL BE LED (COORDINATE W/FIRST ENERGY). NOTE: DRIVEWAY APRON SHALL BE LOCATED AT THE NORTHERN END OF LOT ON MATTHEW'S COURT NOTE: DRIVEWAY APRON SHALL BE LOCATED AT THE NORTHERN END OF LOT ON MATTHEW'S COURT LANDSCAPING MOUND (3'-4'H) SIGN NOTE: DRIVEWAY APRON FOR S/L 2 SHALL BE LOCATED ON WEST SIDE OF LOT TO AVOID CURB ILNETS. 12' Utility Easement (Typ.) 12' Utility Easement (Typ.) ALRW NOTES: · DETAILED ENGINEERING REVIEW WOULD NEED TO BE PERFORMED ONCE FINAL PLANS ARE SUBMITTED TO ALRW. · SANITARY SEWER WOULD REQUIRE 100% PREMIUM LIMESTONE BACKFILLL WHENEVER UNDER OR WITHIN 2 OF PAVEMENT, DRIVEWAY, OR SIDEWALK. · ALL WATER AND SANITARY SEWER WORK WOULD BE PER ALRW STANDARDS AND INSPECTED BY ALRW. MIN. SIGN SETBACK 15' FROM R/W R50.0 FIRE TRUCK AUTO-TURN SIMULATION 1"=30' R50.0 LANDSCAPING MOUND (3'-4'H) STORM WATER MANAGEMENT EASEMENT THE LANDS DELINEATED ARE SUBJECT TO AN "AGREEMENT FOR INSPECTION AND MAINTENANCE OF STORMWATER DRAINAGE SYSTEMS & BEST MANAGEMENT PRACTICES" REQUIRED BY THE CITY OF AVON LAKE PER AGREEMENT ON SHEET 6 OF THIS PLAT.

CITY OF AVON LAKE P.P.N. 04-00-029-110-076 (RIGHT OF WAY) JOELLEMAGYAR & CHRISTOPHER TYRA INST: 2023-3005414 P.P.N. 04-00-029-110-077 #767 LEAR RD JEFF OGLESBEE & MICHELLE OGLESBEE INST: 2022-2007167 P.P.N. 04-00-029-110-079 #763 LEAR RD DATKO RESIDENTIAL SERVICES LLC AN OHIO LIMITED LIABILITY COMPANY INST: 2024-4005263 P.P.N. 04-00-029-110-080 #759 LEAR RD STEPHEN M & CONSTANCE L DATKO P.P.N. 04-00-029-110-081 #753 LEAR RD SHIRE GLEN GREEN MANAGEMENT LLC INST: 2025-5001147 P.P.N. 04-00-029-110-075 LEAR RD JOAN M MUSIAL INST: 2007-7092327 P.P.N. 04-00-029-110-082 LEAR RD STUART L & JANE E SHEARD P.P.N. 04-00-029-110-074 #31960 KREBS RD Krebs Road 50' "a public Right-of-Way" Lear Road 60' "a public Right-of-Way" Country Club Drive 60' "a public Right-of-Way" Plat Vol. 60, Pgs. 50-51 (1998) Sec. 20 Sec. 29 X X WV WV GV WV G EM WV WV WV WV G SAN SAN SAN SAN SAN G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W G G G W W W W W STM STM STM STM STM STM G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OH OH OH OH OH OH OH OH G G G 638.66 637.49 635.81 634.70 633.65 633.03 632.73 633.14 633.14 633.14 633.16 633.12 632.72 632.95 633.44 633.31 633.22 633.48 633.15 633.28 633.41 633.68 633.39 633.80 631.59 633.46 633.81 633.33 631.52 632.02 633.31 633.74 631.69 633.32 633.69 633.09 632.09 632.37 632.38 633.06 633.14 633.32 633.09 633.28 633.16 633.57 633.39 632.82 633.18 633.24 633.18 632.85 633.00 633.10 633.07 633.22 633.11 633.02 633.38 633.96 633.68 632.87 633.03 633.14 633.48 632.91 633.09 633.40 633.50 634.27 635.56 636.40 637.21 636.03 636.57 636.80 636.85 636.98 636.47 634.94 633.86 633.93 634.03 633.60 634.34 633.40 634.13 634.01 633.15 633.25 633.31 633.31 633.40 633.89 633.33 633.26 633.58 633.31 633.64 633.36 633.66 633.74 633.86 634.10 634.04 634.19 633.96 633.69 634.12 633.65 633.82 633.62 633.61 633.61 633.82 633.86 634.10 633.81 633.76 634.13 634.18 633.88 633.90 634.31 634.22 634.31 634.16 634.32 634.41 634.37 633.72 633.68 633.84 633.91 632.75 633.03 632.11 632.11 631.93 632.32 632.46 632.59 633.16 632.34 631.96 633.27 632.91 632.73 632.38 632.29 632.33 632.41 632.37 632.52 632.96 632.97 633.37 633.43 633.24 632.90 632.86 632.59 632.61 632.68 632.93 632.83 632.95 632.89 633.39 633.22 632.84 632.96 632.95 632.71 632.82 632.86 632.88 632.86 634.63 635.37 635.47 635.36 635.28 632.99 633.58 633.21 633.02 632.71 632.52 632.29 632.55 633.07 632.97 632.55 632.35 632.02 632.31 632.63 632.25 632.58 632.96 632.94 633.34 633.67 634.19 633.98 633.42 633.94 633.40 633.94 634.38 633.95 634.25 634.03 634.34 634.02 633.80 633.35 632.85 633.14 632.98 632.67 633.05 632.13 632.53 632.98 632.71 632.64 632.81 632.73 632.64 632.62 632.65 632.77 632.77 632.53 633.11 633.03 632.62 633.21 633.05 633.32 633.58 632.95 633.40 634.30 633.71 634.07 633.84 633.84 634.39 633.73 634.14 634.19 634.38 634.52 633.71 632.77 632.98 632.68 632.15 632.19 631.82 632.05 632.39 633.01 633.02 633.88 634.24 633.72 633.64 633.22 632.61 632.25 632.18 632.32 632.32 632.39 632.52 632.82 633.30 633.32 633.16 633.80 633.96 633.65 633.61 633.16 632.84 632.30 631.94 631.95 631.89 631.92 632.21 632.74 633.07 633.60 633.96 633.73 632.93 632.96 633.04 632.79 632.54 632.13 632.10 632.30 632.40 632.48 632.71 632.94 632.96 632.99 632.98 632.94 633.95 633.90 633.63 632.98 632.51 632.00 632.03 631.87 631.78 631.84 631.96 632.14 632.58 633.23 633.57 633.67 632.80 632.74 632.76 632.76 632.71 632.72 632.18 632.32 632.34 632.42 632.56 632.64 632.60 632.75 632.68 633.16 633.10 633.11 632.43 632.21 632.07 631.80 631.74 631.96 631.92 631.96 632.11 632.18 632.93 633.09 632.59 632.63 632.52 632.58 632.64 632.52 632.50 632.60 632.65 632.66 632.49 632.47 632.60 632.17 632.61 632.07 632.14 632.06 631.86 631.93 631.95 632.06 632.12 632.18 632.06 632.48 631.74 632.26 632.58 632.32 632.40 632.53 632.28 632.24 632.50 632.39 630.64 632.55 632.82 630.82 632.81 632.18 632.10 632.77 630.88 633.26 632.72 633.28 633.26 632.48 633.20 630.72 632.93 632.17 632.45 633.23 630.05 632.91 632.46 632.84 629.80 630.04 632.29 633.31 632.48 632.19 631.58 631.59 632.28 630.02 630.11 632.43 632.29 629.84 629.34 632.36 629.32 633.75 634.17 634.25 633.99 634.13 40.3' 8.0' 13.4' 8.0' 17.4' Ex. Garage Ex. House FFL 638.02 Ex. Porch Ex. Asphalt Road Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Conc. Apron Ex. Conc. Ex. Conc. Ex. Swale Ex. Swale Ex. Swale Ex. Ditch Ex. Ditch Ex. Ditch Ex. Post & Wire Fence ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ Ex. 8" Water Main (per ~ ~ ~ ~ ~ ~ ~ Benchmark #2 FH TOP 635.60 Benchmark #1 STM MH RIM 633.98 637 636 635 634 633 633 633 636 633 633 633 632633 632633 632 631 633 632 631 632 633 631 632 631 632 632 632 630 631 632 632 631 632 633 634 634 633 634 633 633 633 634 633 633 633 634 632 632 634 633 634 634 632 634 634 Ex. 12" Water Main (per plan) Ex. 8" D.I. Water Main (per plan) Ex. 12" Water Main (per plan) Ex. FH Top 636.07 Ex. FH Top 636.77 Ex. FH Top 635.60 Ex. FH Top 635.42 Ex. 4" PVC Inv. 633.45 Ex. CBS Rim 633.36 12" Inv. 630.59 N 12" Inv. 630.13 W Ex. YD (full) Rim 632.81 Ex. CBS Rim 633.10 30" Inv. 627.83 SW 30" Inv. 627.79 N Ex. Beehive CBS Rim 632.10 12" Inv. 628.99 W 30" Inv. 627.55 N/S Ex. CBS Rim 631.43 Ex. CBS Rim 631.70 Ex. Stm MH Rim 634.06 30" Inv. 628.15 SW 30" Inv. 628.11 NE Ex. CI Gut 633.22 12" Inv. 629.15 E Ex. CI Gut 633.11 12" Inv. 629.15 E 12" Inv. 629.08 W Ex. CI Gut 632.78 12" Inv. 630.96 S Ex. CI Gut 632.68 12" Inv. 630.47 N 18" Inv. 630.40 W 18" Inv. 630.37 E Ex. CI Gut 632.79 12" Inv. 630.95 S Ex. CI Gut 632.66 12" Inv. 630.82 N 12" Inv. 630.80 S Ex. Stm MH Rim 633.98 18" Inv. 630.88 W 12" Inv. 630.84 N Ex. CBS Rim 632.60 12" Inv. 630.33 E Ex. CBS Rim (not obs.) 12" Inv. 630.85 N 12" Inv. 630.01 W 12" Inv. 629.89 E Ex. CBS Rim 632.58 8" Inv. 631.50 W 8" Inv. 631.44 E Ex. CBS Rim 632.18 6" Inv. 630.32 W Ex. 6" PVC Inv. 632.46 Ex. 4" Flex Inv. 633.67 Ex. 6" VCP Inv. 631.08 Ex. 8" PVC Inv. 631.23 Ex. 8" PVC Inv. 631.53 Ex. 8" PVC Inv. 631.60 Ex. 12" RCP Inv. 631.26 Ex. 30'-12" RCP Stm @ 1.37% Ex. 215'-12" Flex Stm @ 0.15% Ex. 24'-12" RCP Stm @ 0.54% Ex. 5'-12" RCP Stm @ -0.80% Ex. 36'-12" RCP Stm @ 1.36% Ex. 15'-8" PVC Culvert @ 0.47% Ex. 129'-30" RCP Stm @ 0.19% Ex. 26'-12" RCP Stm @ 0.27% Ex. 9-12" RCP Stm @ 1.78% Ex. 106'-30" RCP Stm Ex. 68'-30" Stm @ 0.17% (per plan) Ex. 62'-30" RCP Stm @ 0.45% Ex. 253'-18" RCP Stm @ 0.20% Ex. 94'-8" PVC Stm @ 0.29% Ex. San MH Rim 633.39 Ex. San MH Rim 633.59 12" Inv. 616.22 NE 12" Inv. 616.15 S Ex. San MH Rim 633.71 8" Inv. 616.58 S 12" Inv. 616.55 N Ex. San MH Rim 633.92 Ex. San MH Rim 637.74 Ex. 94'-8" PVC San Ex. 43'-8" or 12" San @ 0.38% (per plan) Ex. 223'-12" PVC San @ 0.18% Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. 6" Gas Main (per plan) Ex. 6" Gas Main (field markings) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. 2" Gas Main (approx. location per plan) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. Gas Conn. (field markings) Ex. Buried Fiber Optic Line Ex. Underground Fiber Optic Line Marker Ex. Underground Fiber Optic Line Markers Ex. Underground Fiber Optic Line Marker Ex. Buried Fiber Optic Line Ex. Steel Box Assumed Gas Conn. Ex. Gravel Driveway Ex. Ditch Ex. San MH (Plan) FM FM FM FM FM ~ Ex. 8" Sanitary Sewer (Per Plan) Ex. 12" Sanitary Force Main (Per Plan) Matthew's Court Proposed 60' R/W 4' CONC. WALK PROP. 6" STM CONN. (TYP.) STM STM STM STM PROP. STM MH PROP. STM CI (TYP.) PROP. STM CI (TYP.) PROP. STM MH PROP. STM CB PROP. 172' STM SEW PROP. 200' STM SEW PROP. 24' STM SEW PROP. 24' STM SEW PROP. 5' STM SEW PROP. STM CB PROP. STM CB PROP. 176' STM SEW PROP. 200' STM SEW PROP. 95' STM SEW 634 634 634 635 635 635 632 PRIVATE 12'WIDE DRIVEWAY FOR S/L 1 & SEWER ACCESS DRIVE SUBLOT 1 FFL. GAR. 635.00 SUBLOT 2 FFL. GAR. 635.00 SUBLOT 4 FFL. GAR. 636.00 SUBLOT 5 FFL. GAR. 635.67 SUBLOT 6 FFL. GAR. 635.75 SUBLOT 7 FFL. GAR. 635.50 SUBLOT 8 FFL. GAR. 635.00 STM SUBLOT 9 FFL. GAR. 635.50 SUBLOT 10 FFL. GAR. 635.75 SUBLOT 11 FFL. GAR. 635.67 SUBLOT 12 FFL. GAR. 636.00 SUBLOT 13 FFL. GAR. 636.00 STM S.W.M. BASIN (in Easement) 634 634 SUBLOT 3 FFL. GAR. 636.00 27'W CONCRETE PAVEMENT W/ROLL CURBS R50.0 PROP. STM CB PROP. STM CB STM PROP. STM CB PROP. 183' STM SEW PROP. 147' STM SEW PROP. 100' STM SEW MAIL CBU LOCATION 635 635 632 632 635 633 635 635 635 635 633 633 633 633 635 634 NOTE: PROPOSED STORM WATER MANAGEMENT BASIN SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION FOR THE SUBDIVISION. 632 632 633 634 PROP. STM CB G G G G G G STM STM STM PROP. 214' STM SEW PROP. STM MH 634 634 634 634 635 634 634 635 635 635 634 635 633 633 634 633 632 631 629 628 633 GAS E E E E E E E ELEC G PROP. 94' STM SEW PROP.126' STM SEW PROP.105' STM SEW PROP.292' STM SEW PROP. 16' STM SEW PROP. 68' STM SEW PROP. STM CB PROP. STM CB PROP. STM CB PROP. STM HW PROP. STM CB PROP. STM MH PROP. STM MH 0+00 1+00 2+00 3+00 4+00 4+24 633 631 629 634 632 633 633 633 633 633 633 633 633 633 633 633 633 634 634 FG.634.0 FG.633.5 FG.633.42 FG.634.0 634 624 627 624 624 628 627 632 PROP. STM OUTLET STRUCTURE 638 635 635 635 635 636 636 638 635 635 635 STM PROP. 153' STM SEW 30' STM PROP. STM CB City of Avon Lake Ladder Truck SHEET OF CONTRACT No. www.polaris-es.com POLARIS ENGINEERING & SURVEYING, INC. (440) 944-4433 WILLOUGHBY HILLS, OHIO 44094 34600 CHARDON ROAD - SUITE D BY DATE REV. No. DATE: SCALE: FOLDER: FILENAME: TAB: DRAWN: 12/29/25 N/A DWG/Engineering KTH HOR. VERT. 1"=50' 05 06 24132 BNDY. BY: BASE. BY: RAT SRB 05-Grading 24132 Preliminary PREPARED FOR: SHIRE GLEN GREEN MANAGEMENT, LLC P.O. BOX 40186 BAY VILLAGE, OHIO 40186 PHONE: (440) 941-3340 CONTACT: ED PAVICIC SYMBOL LEGEND SH SCB MB WV Ex. Monument Box Prop. Light Pole Prop. WL Valve Prop. Hydrant Ex. Pine Tree Ex. Tree Ex. Bush Ex. Light Power Pole Ex. Power Pole Ex. Guy Wire Ex. Light Pole Ex. Electrical Box Prop. Curb Inlet Ex. Clean Out Ex. Catch Basin Ex. Manhole Ex. Yard Drain Prop. Storm Manhole Prop. Sanitary Manhole Ex. Water Meter Ex. Water Valve Ex. Gas Marker Ex. Fire Hydrant Ex. Mailbox Ex. Gas Meter Ex. Sign Ex.Telphone Box Ex. Storm Manhole Prop. Catch Basin Ex. Curb Inlet Ex. Sanitary Manhole Ex. Gas Valve Test Bore Well Guard Post Traffic Signal Pole Traffic Signal Box Sprinkler Control Box Sprinkler Head G GV w W E T C Irrigation Valve Ex. Stump Ex. Yard Light Cable TV Box Ex. Power Transformer Ex. Storm Inlet MH E Electrical Outlet Proposed Street Light TOPOGRAPHIC CERTIFICATION: I, THE UNDERSIGNED, HEREBY CERTIFY THAT THIS TOPOGRAPHY, INDICATED BY 1' CONTOURS, AND ELEVATIONS SHOWN HEREON, REPRESENT AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION ON THE 28TH DAY OF FEBRUARY, 2025, AND THAT THE ELEVATIONS WERE TAKEN AT APPROPRIATE INTERVALS AND THAT AS OF THAT DATE THEY EXISTED AS INDICATED HEREON. VERTICAL DATUM IS BASED ON NAVD88. RICHARD A. THOMPSON, JR., P.S. #7388 R R S O F E S I O N A L R E G I S T E S U R V E Y E D S T P A T E O F O H I O O R RICHARD A. THOMPSON JR. 7388 NOTE: THIS SURVEY SUBJECT TO CHANGE UPON RECEIPT OF ANY ADDITIONAL AVAILABLE UNDERGROUND UTILITY INFORMATION. EXISTING UNDERGROUND UTILITIES NOTE: THE SIZE AND LOCATION, BOTH HORIZONTAL AND VERTICAL OF THE UNDERGROUND UTILITIES SHOWN HEREON, HAVE BEEN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED HEREON. VERIFICATION BY FIELD OBSERVATION HAS BEEN CONDUCTED. WHERE PRACTICAL. HOWEVER, POLARIS ENGINEERING & SURVEYING, INC. DOES NOT GUARANTEE THE COMPLETENESS NOR ACCURACY THEREOF. 2 WORKING DAYS BEFORE YOU DIG CALL 8-1-1 OHIO UTILITIES PROTECTION SERVICE NON-MEMBERS MUST BE CALLED DIRECT O.U.P.S. REFERENCE A-133-302-354 PRELIMINARY GRADING PLAN MATTHEW'S HOLLOW SUBDIVISION CITY OF AVON LAKE - LORAIN COUNTY - OHIO NOTE: ANYONE USING ELEVATIONS ASSOCIATED WITH THIS PLAN SHALL UTILIZE & CHECK INTO BOTH BENCHMARKS FOR VERTICAL CONTROL. POLARIS SHALL BE NOTIFIED IMMEDIATELY OF ANY IRREGULARITIES. GRAPHIC SCALE (IN FEET) 1 INCH = 50 FEET 50 25 0 50 R R S O F E S I O N A L R E G I S T E E N G I N E E D S T P A T E O F O H I O E R KEVIN T. HOFFMAN 74831 STORM WATER MANAGEMENT EASEMENT THE LANDS DELINEATED ARE SUBJECT TO AN "AGREEMENT FOR INSPECTION AND MAINTENANCE OF STORMWATER DRAINAGE SYSTEMS & BEST MANAGEMENT PRACTICES" REQUIRED BY THE CITY OF AVON LAKE PER AGREEMENT ON SHEET 6 OF THIS PLAT.

SHEET OF CONTRACT No. www.polaris-es.com POLARIS ENGINEERING & SURVEYING, INC. (440) 944-4433 WILLOUGHBY HILLS, OHIO 44094 34600 CHARDON ROAD - SUITE D BY DATE REV. No. DATE: SCALE: FOLDER: FILENAME: TAB: DRAWN: 12/29/25 N/A DWG/Engineering KTH HOR. VERT. 1"=50' 06 06 24132 BNDY. BY: BASE. BY: RAT SRB 06-SWM Agreement 24132 Preliminary PREPARED FOR: SHIRE GLEN GREEN MANAGEMENT, LLC P.O. BOX 40186 BAY VILLAGE, OHIO 40186 PHONE: (440) 941-3340 CONTACT: ED PAVICIC STORM WATER MANAGEMENT EASEMENT AGREEMENT MATTHEW'S HOLLOW SUBDIVISION CITY OF AVON LAKE - LORAIN COUNTY - OHIO R R S O F E S I O N A L R E G I S T E E N G I N E E D S T P A T E O F O H I O E R KEVIN T. HOFFMAN 74831 THE CITY OF AVON LAKE BY ACCEPTANCE OF THE PLAT BY THE CITY OF AVON LAKE ON THE CITY AGREES TO THE CONDITIONS OF THIS AGREEMENT. 7. MAINTENANCE PLAN FOR FACILITY (A) TO BE COMPLETED AFTER ANY SIGNIFICANT RAIN EVENT. (1) REMOVE DEBRIS FROM STORM WATER MANAGEMENT (SWM) BASINS. (2) REMOVE OBSTRUCTIONS IN SWM BASIN OUTLET STRUCTURE ORIFICES/OUTLETS/SPILLWAYS & UPSTREAM CATCH BASINS/SWALES. (B) TO BE COMPLETED MONTHLY. (1) REMOVE DEBRIS FROM SWM BASINS. (2) MOW EMBANKMENTS & REMOVE WOODY VEGETATION ON EMBANKMENTS. (3) REMOVE TRASH AND/OR ACCUMULATED SEDIMENT IN SWM BASIN. (4) REMOVE OBSTRUCTIONS IN OUTLET STRUCTURE ORIFICES/OUTLETS & UPSTREAM CATCH BASINS & SWALES. (C) TO BE COMPLETED ANNUALLY. (1) INSPECT & REPAIR EROSION TO OUTFALL OR SPILLWAY AS NEEDED. REPLENISH RIP-RAP AS NECESSARY. (2) INSPECT & REPAIR AND/OR REPLACE DAMAGED STRUCTURES, SUCH AS CATCH BASINS, PIPES, AND HEADWALLS AS NEEDED. (3) INSPECT & REPAIR ANIMAL BURROWS AND/OR OTHER LEAKS IN THE DAM STRUCTURES AS NEEDED. (4) INSPECT & REMOVE DEBRIS FROM SWM BASIN OUTLET STRUCTURE ORIFICES/OUTLETS/SPILLWAYS. (6) INSPECT AND REMOVE INVASIVE PLANTS. (7) INSPECT & REMOVE SEDIMENT ACCUMULATIONS IN POND. IN WITNESS WHERE OF, THE OWNER, ASSOCIATION AND CITY HAVE CAUSED THIS AGREEMENT TO BE SIGNED IN IT NAMES BY A DULY AUTHORIZED PERSON. SHIRE GLEN GREEN MANAGEMENT, LLC BY:____________________________________ EDWARED PAVICIC, PRESIDENT STATE OF OHIO ) ) SS: COUNTY OF LORAIN ) BE IT REMEMBERED, THAT ON THE _____ DAY OF ________________,20___, BEFORE ME THE SUBSCRIBER, A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, PERSONALLY CAME THE ABOVE NAMED EDWARD PAVICIC OF SHIRE GLEN GREEN MANAGMENT, LLC, WHO ACKNOWLEDGED BEING AN AUTHORIZED REPRESENTATIVE OF SHIRE GLEN GREEN MANAGEMENT, LLC, AND WHO SIGNED OR ACKNOWLEDGED THE SIGNING OF THE FORGOING INSTRUMENT TO BE THE VOLUNTARY ACT AND DEED OF SAID EDWARDS FINANCIAL GROUP IN TESTIMONY WHEREOF, I HAVE HEREUNTO SUBSCRIBED MY NAME AND AFFIXED MY OFFICIAL SEAL. __________ _____________ _______________________________ NOTARY MY COMMISSION EXPIRES MATTHEW'S HOLLOW HOMEOWNERS' ASSOCIATION, INC. BY:_________________________________ EDWARD PAVICIC STATE OF OHIO ) ) SS: COUNTY OF LORAIN ) BE IT REMEMBERED, THAT ON THE _____ DAY OF ________________,20___, BEFORE ME THE SUBSCRIBER, A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, PERSONALLY CAME THE ABOVE NAMED EDWARD PAVICIC, WHO ACKNOWLEDGED BEING AN AUTHORIZED REPRESENTATIVE OF MATTHEW'S HOLLOW HOMEOWNERS' ASSOCIATION, INC., AND WHO SIGNED OR ACKNOWLEDGED THE SIGNING OF THE FORGOING INSTRUMENT TO BE THE VOLUNTARY ACT AND DEED OF SAID MATTHEW'S HOLLOW HOMEOWNERS' ASSOCIATION, INC.. IN TESTIMONY WHEREOF, I HAVE HEREUNTO SUBSCRIBED MY NAME AND AFFIXED MY OFFICIAL SEAL. __________ _____________ _______________________________ NOTARY MY COMMISSION EXPIRES AGREEMENT FOR INSPECTION & MAINTENANCE OF STORMWATER DRAINAGE SYSTEMS AND BEST MANAGEMENT PRACTICES THIS AGREEMENT, MADE THIS____ DAY OF 20 BY AND BETWEEN SHIRE GLEN GREEN MANAGEMENT, LLC ("THE OWNER"), MATTHEW'S HOLLOW HOMEOWNERS' ASSOCIATION, INC. ("THE ASSOCIATION") AND THE CITY OF AVON LAKE, A POLITICAL SUBDIVISION OF THE STATE OF OHIO, RECITES AND PROVIDES AS FOLLOWS: WHEREAS, THE OWNER, IS THE CURRENT OWNER OF CERTAIN REAL ESTATE BEING KNOWN AS PERMANENT PARCEL #211-09-016 , SITUATED IN THE CITY OF AVON LAKE, LORAIN COUNTY, OHIO; AND WHEREAS, THE OWNER IS PROVIDING A STORM WATER DRAINAGE SYSTEM WITH A BEST MANAGEMENT PRACTICE (BMP) CONSISTING OF AN ABOVE GROUND DETENTION SYSTEM(S) AND OUTLET CONTROL STRUCTURES (HEREIN REFERRED TO AS THE "FACILITY") LOCATED ON A PORTION OF SUBLOT 1 OF THE SUBDIVISION AS SHOWN AND DESCRIBED ON THE PLANS ENTITLED IMPROVEMENT PLANS FOR MATTHEW'S HOLLOW SUBDIVISION OR AS SHOWN ON ANY SUBSEQUENT REVISION APPROVED BY THE CITY OF AVON LAKE, A COPY OF WHICH IS INCORPORATED BY REFERENCE; AND WHEREAS, THE OWNER IS THE CURRENT TITLE OWNER TO THE PARCELS IN WHICH THE FACILITY EXISTS AND WILL BE TRANSFERRING SUCH PARCELS TO SUBSEQUENT OWNERS, AND THE MATTHEW'S HOLLOW HOMEOWNERS' ASSOCIATION, INC. (ASSOCIATION) WILL MAINTAIN THE FACILITY. THE PARTIES ACKNOWLEDGE AND AGREE THAT THE ASSOCIATION WILL NOT HOLD TITLE TO ANY PARCELS IN THE SUBDIVISION. WHEREAS, TO COMPLY WITH THE RULES AND REGULATIONS OF CHAPTER 1050 (COMPREHENSIVE SOTRMWATER MANAGEMENT) OF THE CITY OF AVON LAKE PERTAINING TO THIS PROJECT, MATTHEW'S HOLLOW HOMEOWNERS' ASSOCIATION, INC. HAS AGREED TO MAINTAIN THE FACILITY IN ACCORDANCE WITH THE TERMS AND CONDITIONS HEREINAFTER SET FORTH. NOW, THEREFORE, FOR AND IN CONSIDERATION OF THE MUTUAL COVENANTS AND UNDERTAKING OF THE PARTIES, THE PARTIES HEREBY AGREE AS FOLLOWS: 1. MAINTENANCE OF THE "FACILITY" THE ASSOCIATION AGREES THAT IT SHALL MAINTAIN THE FACILITY IN A MANNER WHICH WILL PERMIT THE FACILITY TO PERFORM THE PURPOSES FOR WHICH IT WAS DESIGNED AND CONSTRUCTED, AND IN ACCORDANCE WITH THE STANDARDS BY WHICH IT WAS DESIGNED AND CONSTRUCTED, ALL AS SHOWN AND DESCRIBED ON THE PLANS REFERENCED ABOVE. MAINTENANCE OF THE FACILITY SHALL RUN WITH THE LAND AND SHALL INURE TO THE BENEFIT OF AND SHALL BE BINDING UPON THE PARTIES HERETO, THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, AND ALL SUBSEQUENT OWNERS OF THE PROPERTY. THIS INCLUDES ALL PIPES, AND CHANNELS BUILT TO CONVEY STORMWATER TO THE FACILITY, AS WELL AS STRUCTURES, IMPROVEMENTS, AND VEGETATION PROVIDED TO CONTROL THE QUANTITY AND QUALITY OF THE STORMWATER. SPECIFICALLY, HOWEVER, THE ASSOCIATION AGREES THAT IT SHALL, IN ACCORDANCE WITH APPROVED MAINTENANCE PLAN FOR SUCH FACILITY AS DESCRIBED IN ITEM 7 OF THIS AGREEMENT. A. PERFORM ANY MAINTENANCE OR REPAIRS REQUESTED IN WRITING BY THE CITY WITHIN TEN (10) DAYS OF SUCH REQUEST OR SUCH LONGER TIME IF SPECIFIED BY THE CITY OF AVON LAKE ENGINEER, B. MAINTAIN, UPDATE AND STORE THE MAINTENANCE RECORDS FOR THE FACILITY; C. MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE FACILITY LOCATED ON THE PROPERTY TO ENSURE ITS ORIGINAL DESIGNED FUNCTION. 2. FINAL INSPECTION REPORTS THE OWNER AGREES THAT IT WILL HAVE THE DESIGN ENGINEER CERTIFY IN WRITING TO THE CITY OF AVON LAKE THAT AS-BUILTS OF FINAL IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 3.INSPECTION FOR PREVENTATIVE MAINTENANCE THE ASSOCIATION MUST COMPLETE AN ANNUAL INSPECTION OF EACH BMP AND SUBMIT A CORRESPONDING ANNUAL WRITTEN REPORT TO THE AVON LAKE CITY ENGINEER BY MAY 1ST OF EACH YEAR. AT A MINIMUM, THIS REPORT SHALL INCLUDE THE FOLLOWING ITEMS: A.THE DATE OF INSPECTION B. VICINITY SKETCH SHOWING GENERAL AREA WHERE THE BEST MANAGEMENT PRACTICES) IS/ARE LOCATED C. A SUMMARY OF ALL MAINTENANCE ACTIVITIES THAT HAVE TAKEN PLACE SINCE THE PREVIOUS YEAR'S ANNUAL INSPECTION D.CURRENT PHOTOS OF AND A DESCRIPTION OF THE CONDITION OF DESIGN FEATURES SPECIFIC TO EACH BMP (REFER TO THE APPROVED MAINTENANCE PLAN FOR EACH BMP). E. INDICATION OF ANY DEVIATIONS FROM THE ORIGINAL APPROVED PLAN FOR THE BMP F. IDENTIFICATION OF ANY IMPROVEMENTS NECESSARY TO RESTORE ORIGINAL DESIGN FUNCTION G.MAINTENANCE ACTIVITIES THAT WILL BE UNDERTAKEN IN THE NEXT YEAR H.ANY OTHER ITEMS REQUESTED BY THE CITY ENGINEER I. IDENTIFICATION AND CONTACT INFORMATION OF THE ENTITY RESPONSIBLE FOR MAINTENANCE OF THE BMP J. IDENTIFICATION, AND CONTACT INFORMATION WITH ORIGINAL SIGNATURE AND DATE OF THE PERSON RESPONSIBLE FOR PREPARING THE ANNUAL REPORT. K. THE ASSOCIATION AND SUBSEQUENT OWNER(S) SHALL GRANT TO THE CITY OF AVON LAKE OR ITS AGENT OR CONTRACTOR THE RIGHT OF ENTRY AT REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTING, OPERATING, INSTALLING, CONSTRUCTION, RECONSTRUCTING, MAINTAINING OR REPAIRING THE FACILITY. 4.PROHIBITION OF ALTERATIONS THE ASSOCIATION IS PROHIBITED FROM ALTERING THE DESIGN OF THE BMP(S) WITHOUT PRIOR WRITTEN APPROVAL FROM THE CITY OF AVON LAKE ENGINEER, 5.RIGHTS OF THE CITY IN THE EVENT OF DEFAULT BY THE OWNER IN THE EVENT OF ANY DEFAULT OR FAILURE BY THE ASSOCIATION IN THE PERFORMANCE OF ANY OF THE COVENANTS AND WARRANTIES PERTAINING TO THE MAINTENANCE OF THE FACILITY, OR SHALL FAIL TO MAINTAIN THE FACILITY IN ACCORDANCE WITH THE APPROVED DESIGN STANDARDS AND WITH THE LAW AND APPLICABLE EXECUTIVE REGULATION OR, IN THE EVENT OF AN EMERGENCY AS DETERMINED BY THE STATE OF OHIO, COUNTY OF LORAIN, OR CITY OF AVON LAKE IN ITS SOLE DISCRETION, THE CITY OF AVON LAKE, AFTER PROVIDING REASONABLE NOTICE TO THE ASSOCIATION, MAY ENTER UPON THE PROPERTY AND TAKE WHATEVER STEPS NECESSARY TO CORRECT DEFICIENCIES IDENTIFIED IN THE INSPECTION REPORT AND TO CHARGE THE COST OF SUCH REPAIRS TO THE ASSOCIATION. THE ASSOCIATION SHALL REIMBURSE THE CITY OF AVON LAKE UPON DEMAND, WITHIN THIRTY (30) DAYS OF RECEIPT THEREOF FOR ALL ACTUAL COST INCURRED BY THE CITY OF AVON LAKE HEREUNDER. ALL COSTS THEREOF EXPENDED BY THE CITY OF AVON LAKE IN PERFORMING SUCH NECESSARY MAINTENANCE OR REPAIRS SHALL CONSTITUTE A LIEN AGAINST THE PROPERTIES OF THE OWNER DESCRIBED HEREUNDER, PROVIDED, HOWEVER, THAT SUCH LIEN SHALL NOT BECOME PERFECTED NOR ENCUMBER THE PROPERTIES OF THE OWNER UNTIL SUCH TIME AS A MEMORANDUM OF LIEN SETTING FORTH THE AMOUNT OF THE LIEN SHALL BE RECORDED IN THE LORAIN COUNTY RECORDER'S OFFICE, OHIO, AND INDEXED IN THE GRANTOR'S INDEX IN THE NAME OF THE OWNER. ANY LOTS OR PROPERTY CONVEYED OF RECORD BY THE OWNER TO THIRD PARTIES PRIOR TO THE RECORDATION OF SAID MEMORANDUM OF LIEN AS AFORESAID SHALL PASS FREE AND CLEAR OF ANY SUCH LIEN, AND SUCH MEMORANDUM OF LIEN SHALL NOT BE CONSTRUED TO CREATE AN ENCUMBRANCE UPON TITLE OF ANY SUCH LOTS OR PROPERTY SO CONVEYED OF RECORD BY THE OWNER TO THIRD PARTIES. HOWEVER, NOTHING HEREIN SHALL OBLIGATE THE CITY OF AVON LAKE TO MAINTAIN THE FACILITY. 6. RELEASE OF CITY THE ASSOCIATION HEREBY RELEASES THE CITY OF AVON LAKE AND ITS EMPLOYEES, OFFICERS AND ASSIGNS FROM ALL DAMAGES, ACCIDENTS, CASUALTIES, OCCURRENCES, OR CLAIMS THAT MIGHT ARISE OR BE ASSERTED FROM THE CONSTRUCTION, PRESENCE, EXISTENCE, OR MAINTENANCE OF THE FACILITY, IN ACCORDANCE WITH THE TERMS SET FORTH HEREIN. (A) THE PARTIES HERETO EXPRESSLY DO NOT INTEND BY EXECUTION OF THIS AGREEMENT TO CREATE IN THE PUBLIC, OR ANY MEMBER THEREOF, ANY RIGHTS AS A THIRD PARTY BENEFICIARY OR TO AUTHORIZE ANYONE NOT A PARTY HEREOF TO MAINTAIN A SUIT FOR ANY DAMAGES PURSUANT TO THE TERMS OF THIS AGREEMENT. (B) THIS AGREEMENT SHALL BE A COVENANT WHICH RUNS WITH THE LAND AND SHALL INURE TO THE BENEFIT OF AND SHALL BE BINDING UPON THE PARTIES HERETO, THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, AND ALL SUBSEQUENT OWNERS OF THE PROPERTY. (C) THE CURRENT OWNER HEREBY NOTIFIES THE CITY OF AVON LAKE THAT THE OWNER LEGALLY TRANSFERRED THE OWNERS RESPONSIBILITIES FOR THE FACILITY. (D) UPON EXECUTION OF THIS AGREEMENT, IT SHALL BE RECORDED IN THE LORAIN COUNTY RECORDER'S OFFICE, OHIO, AT THE OWNER'S EXPENSE. (E) IN THE EVENT THAT THE CITY OF AVON LAKE SHALL DETERMINE AT ITS SOLE DISCRETION AT FUTURE TIME THAT THE FACILITY IS NO LONGER REQUIRED, THEN THE CITY OF AVON LAKE SHALL AT THE REQUEST OF THE OWNER EXECUTE A RELEASE OF THE AGREEMENT WHICH THE OWNER SHALL RECORD AT ITS EXPENSE. STORM WATER INSPECTION & MAINTENANCE AGREEMENT THE LANDS DELINEATED IN THE EASEMENT ON SHEET 2 & 3 ARE SUBJECT TO AN "AGREEMENT FOR INSPECTION AND MAINTENANCE OF STORMWATER DRAINAGE SYSTEMS & BEST MANAGEMENT PRACTICES" REQUIRED BY THE CITY OF AVON LAKE

Memo TO: Members of the Planning Commission FROM: Kelly La Rosa, AICP, Planning & Zoning Manager DATE: January 29, 2026 SUBJECT: CPC-25-15, Shire Glen Green Management LLC, Major Subdivision Preliminary Plat Approval for Matthew’s Hollow Subdivision, located northeast of the Lear Road and Krebs Road intersection. ______________________________________________________________________ Since the Planning Commission’s last consideration of the Matthew’s Hollow Subdivision on January 6, 2026, staff and the City Engineer have continued correspondence with the applicant and their consultant regarding outstanding engineering review items. This correspondence is reflected in the email exchange attached for your reference. As clarified by the City Engineer, the remaining issue is not related to regulatory wetland jurisdiction, but rather whether the applicant has adequately addressed engineering review comments in accordance with Section 1214.05 (d), which requires that a preliminary plat demonstrate consistency with applicable engineering, drainage, and infrastructure requirements and that comments from reviewing agencies be sufficiently addressed before Planning Commission action. Specifically, the City Engineer has requested confirmation that the applicant’s consultant has reviewed the Preliminary Grading Plan dated December 29, 2025, and that conclusions regarding wetland impacts are based on that plan. The Engineer has indicated that this confirmation is necessary to complete the technical review of grading and stormwater assumptions underlying the proposed subdivision layout. As of the date of this memo, confirmation has not yet been provided, and engineering review therefore remains incomplete. Based on the information before the Commission this evening, including the outstanding engineering correspondence discussed, the Commission may now consider its options and entertain a motion. The sample motions provided below are for guidance only and do not imply a recommendation or predetermined outcome.

2 Motion 1 – Approval I move to recommend to the City Council that Case No. CPC-25-15, Shire Glen Green Management LLC, Major Subdivision Preliminary Plat for the Matthew’s Hollow Subdivision, be approved, finding that the proposed subdivision complies with applicable zoning and subdivision regulations and serves the public interest. Motion 2 – Approval with Condition I move to recommend to the City Council that Case No. CPC-25-15, Shire Glen Green Management LLC, Major Subdivision Preliminary Plat for the Matthew’s Hollow Subdivision, be approved subject to the condition that the applicant address the outstanding engineering review items and obtain final sign-off from the City Engineer prior to final plat approval. Motion 3 – Table I move to table consideration of Case No. CPC-25-15, Shire Glen Green Management LLC, Major Subdivision Preliminary Plat for the Matthew’s Hollow Subdivision, with the consent of the applicant, to allow additional time for the applicant to address outstanding engineering review items consistent with Section 1214 of the Codified Ordinances. These motions are intended to provide the Planning Commission with clear procedural options based on the current status of the record. Each option reflects the Commission’s discretion to determine whether sufficient information has been provided to support a recommendation to City Council at this time, or whether additional clarification is warranted to complete engineering review prior to further action. Please do not hesitate to contact staff if you have any questions or require additional clarification. Attachments: • Email correspondence titled “Confirming Grading Plan Sought as Basis for Letter.”

From: Matthew T. Viola To: Ted Esborn Cc: Gary A. Ebert; Kelly J. La Rosa; Chris Howard Subject: RE: Confirming Grading Plan Sought as Basis for Letter Date: Wednesday, January 28, 2026 3:14:40 PM Attachments: image001.png Thank you everyone. I can’t make any promises, but I will take a look at everything and speak with Ed. MATTHEW T. VIOLA, ESQ. Partner | Chair, Real Estate | KJK D 216.736.7253 | M 440.463.9054 | E mtv@KJK.com 1375 E 9th Street, 29th Floor | Cleveland, Ohio 44114 KJK.com | Confidentiality Notice Newsletter Sign-Up | KJK's Innovative Programs LinkedIn | Facebook | Twitter From: Ted Esborn <TEsborn@avonlake.org> Sent: Wednesday, January 28, 2026 11:13 AM To: Matthew T. Viola <mtv@kjk.com> Cc: Gary A. Ebert <GAEBert@avonlake.org>; Kelly J. La Rosa <klarosa@avonlake.org>; Chris Howard <choward@bramhall-engineering.com> Subject: RE: Confirming Grading Plan Sought as Basis for Letter Thanks Chris. And Matt, to clarify something I mentioned on the phone yesterday, I attached the review criteria for this case, highlighting #6, which is about whether the applicant has considered and addressed comments from applicable review agencies. I defer to Gary, but it seems possible that if Planning Commission members are focused on that criterion when making their decision, it’s not really about whether they have wetland information, but instead how adequately the applicant “considered and addressed” the City Engineer’s comments. That’s what I was trying to get across yesterday. I hope the Legacy Isle meeting went well last night. Ted From: Chris Howard <choward@bramhall-engineering.com> Sent: Wednesday, January 28, 2026 9:47 AM To: Ted Esborn <TEsborn@avonlake.org>

Cc: Gary A. Ebert <GAEBert@avonlake.org>; Kelly J. La Rosa <klarosa@avonlake.org>; mtv@kjk.com Subject: FW: Confirming Grading Plan Sought as Basis for Letter Ted, I would recommend that in the revised letter from HzW, it will need to clearly state that they have reviewed the Preliminary Grading Plan and that no wetlands are being impacted based on the Preliminary Grading Plan submitted. The current Preliminary Grading Plan needs to be attached with the letter from HzW. The applicant’s submittal needs to be in compliance with 1060.07 of the City of Avon Lake Codified Ordinances. Thanks, Chris L. Howard, P.E.,CPESC City Engineer Bramhall Engineering and Surveying Company City of Avon Lake Consulting Engineers 801 Moore Road Avon, Ohio 44011 Phone: (440) 934-7878 Fax: (440) 934-7879 Email: choward@bramhall-engineering.com From: Ted Esborn <TEsborn@avonlake.org> Sent: Tuesday, January 27, 2026 4:14 PM To: Chris Howard <choward@bramhall-engineering.com> Cc: Matthew T. Viola <mtv@kjk.com>; Gary A. Ebert <GAEBert@avonlake.org>; Kelly J. La Rosa <klarosa@avonlake.org> Subject: Confirming Grading Plan Sought as Basis for Letter Chris, Gary Ebert and I talked today on the phone with Matt Viola, who represents the developer of Matthew’s Hollow. Attached to this email is page 5 of 6 of the Matthew’s Hollow revised submission for Preliminary Plat approval, dated 12/29/25, labeled “Preliminary Grading Plan.” I know you’ve already confirmed for me that it is this grading plan that should be the

basis of a new HzW letter. But just to get everyone on the same page and encourage some action before next week’s meeting, could you reply all to this email and re-confirm that? Ted Ted Esborn Community Development Director Phone: (440) 930-4167 Mobile: (440) 396-2160 tesborn@avonlake.org _________________ 150 Avon Belden Road Avon Lake, Ohio 44012 www.AvonLake.org Disclaimer The information contained in this communication from the sender is confidential. It is intended solely for use by the recipient and others authorized to receive it. If you are not the recipient, you are hereby notified that any disclosure, copying, distribution or taking action in relation of the contents of this information is strictly prohibited and may be unlawful. This email has been scanned for viruses and malware, and may have been automatically archived by Mimecast, a leader in email security and cyber resilience. Mimecast integrates email defenses with brand protection, security awareness training, web security, compliance and other essential capabilities. Mimecast helps protect large and small organizations from malicious activity, human error and technology failure; and to lead the movement toward building a more resilient world. To find out more, visit our website. Disclaimer The information contained in this communication from the sender is confidential. It is intended solely for use by the recipient and others authorized to receive it. If you are not the recipient, you are hereby notified that any disclosure, copying, distribution or taking action in relation of the contents of this information is strictly prohibited and may be unlawful. This email has been scanned for viruses and malware, and may have been automatically archived by Mimecast, a leader in email security and cyber resilience. Mimecast integrates email defenses with brand protection, security awareness training, web security, compliance and other essential capabilities. Mimecast helps protect large and small organizations from malicious activity, human error and technology failure; and to lead the movement toward building a more resilient world. To find out more, visit our website.

CITY OF AVON LAKE P.P.N. 04-00-029-110-076 (RIGHT OF WAY) JOELLEMAGYAR & CHRISTOPHER TYRA INST: 2023-3005414 P.P.N. 04-00-029-110-077 #767 LEAR RD JEFF OGLESBEE & MICHELLE OGLESBEE INST: 2022-2007167 P.P.N. 04-00-029-110-079 #763 LEAR RD DATKO RESIDENTIAL SERVICES LLC AN OHIO LIMITED LIABILITY COMPANY INST: 2024-4005263 P.P.N. 04-00-029-110-080 #759 LEAR RD STEPHEN M & CONSTANCE L DATKO P.P.N. 04-00-029-110-081 #753 LEAR RD SHIRE GLEN GREEN MANAGEMENT LLC INST: 2025-5001147 P.P.N. 04-00-029-110-075 LEAR RD JOAN M MUSIAL INST: 2007-7092327 P.P.N. 04-00-029-110-082 LEAR RD STUART L & JANE E SHEARD P.P.N. 04-00-029-110-074 #31960 KREBS RD Krebs Road 50' "a public Right-of-Way" Lear Road 60' "a public Right-of-Way" Country Club Drive 60' "a public Right-of-Way" Plat Vol. 60, Pgs. 50-51 (1998) Sec. 20 Sec. 29 X X WV WV GV WV G EM WV WV WV WV G SAN SAN SAN SAN SAN G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W G G G W W W W W STM STM STM STM STM STM G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OH OH OH OH OH OH OH OH G G G 638.66 637.49 635.81 634.70 633.65 633.03 632.73 633.14 633.14 633.14 633.16 633.12 632.72 632.95 633.44 633.31 633.22 633.48 633.15 633.28 633.41 633.68 633.39 633.80 631.59 633.46 633.81 633.33 631.52 632.02 633.31 633.74 631.69 633.32 633.69 633.09 632.09 632.37 632.38 633.06 633.14 633.32 633.09 633.28 633.16 633.57 633.39 632.82 633.18 633.24 633.18 632.85 633.00 633.10 633.07 633.22 633.11 633.02 633.38 633.96 633.68 632.87 633.03 633.14 633.48 632.91 633.09 633.40 633.50 634.27 635.56 636.40 637.21 636.03 636.57 636.80 636.85 636.98 636.47 634.94 633.86 633.93 634.03 633.60 634.34 633.40 634.13 634.01 633.15 633.25 633.31 633.31 633.40 633.89 633.33 633.26 633.58 633.31 633.64 633.36 633.66 633.74 633.86 634.10 634.04 634.19 633.96 633.69 634.12 633.65 633.82 633.62 633.61 633.61 633.82 633.86 634.10 633.81 633.76 634.13 634.18 633.88 633.90 634.31 634.22 634.31 634.16 634.32 634.41 634.37 633.72 633.68 633.84 633.91 632.75 633.03 632.11 632.11 631.93 632.32 632.46 632.59 633.16 632.34 631.96 633.27 632.91 632.73 632.38 632.29 632.33 632.41 632.37 632.52 632.96 632.97 633.37 633.43 633.24 632.90 632.86 632.59 632.61 632.68 632.93 632.83 632.95 632.89 633.39 633.22 632.84 632.96 632.95 632.71 632.82 632.86 632.88 632.86 634.63 635.37 635.47 635.36 635.28 632.99 633.58 633.21 633.02 632.71 632.52 632.29 632.55 633.07 632.97 632.55 632.35 632.02 632.31 632.63 632.25 632.58 632.96 632.94 633.34 633.67 634.19 633.98 633.42 633.94 633.40 633.94 634.38 633.95 634.25 634.03 634.34 634.02 633.80 633.35 632.85 633.14 632.98 632.67 633.05 632.13 632.53 632.98 632.71 632.64 632.81 632.73 632.64 632.62 632.65 632.77 632.77 632.53 633.11 633.03 632.62 633.21 633.05 633.32 633.58 632.95 633.40 634.30 633.71 634.07 633.84 633.84 634.39 633.73 634.14 634.19 634.38 634.52 633.71 632.77 632.98 632.68 632.15 632.19 631.82 632.05 632.39 633.01 633.02 633.88 634.24 633.72 633.64 633.22 632.61 632.25 632.18 632.32 632.32 632.39 632.52 632.82 633.30 633.32 633.16 633.80 633.96 633.65 633.61 633.16 632.84 632.30 631.94 631.95 631.89 631.92 632.21 632.74 633.07 633.60 633.96 633.73 632.93 632.96 633.04 632.79 632.54 632.13 632.10 632.30 632.40 632.48 632.71 632.94 632.96 632.99 632.98 632.94 633.95 633.90 633.63 632.98 632.51 632.00 632.03 631.87 631.78 631.84 631.96 632.14 632.58 633.23 633.57 633.67 632.80 632.74 632.76 632.76 632.71 632.72 632.18 632.32 632.34 632.42 632.56 632.64 632.60 632.75 632.68 633.16 633.10 633.11 632.43 632.21 632.07 631.80 631.74 631.96 631.92 631.96 632.11 632.18 632.93 633.09 632.59 632.63 632.52 632.58 632.64 632.52 632.50 632.60 632.65 632.66 632.49 632.47 632.60 632.17 632.61 632.07 632.14 632.06 631.86 631.93 631.95 632.06 632.12 632.18 632.06 632.48 631.74 632.26 632.58 632.32 632.40 632.53 632.28 632.24 632.50 632.39 630.64 632.55 632.82 630.82 632.81 632.18 632.10 632.77 630.88 633.26 632.72 633.28 633.26 632.48 633.20 630.72 632.93 632.17 632.45 633.23 630.05 632.91 632.46 632.84 629.80 630.04 632.29 633.31 632.48 632.19 631.58 631.59 632.28 630.02 630.11 632.43 632.29 629.84 629.34 632.36 629.32 633.75 634.17 634.25 633.99 634.13 40.3' 8.0' 13.4' 8.0' 17.4' Ex. Garage Ex. House FFL 638.02 Ex. Porch Ex. Asphalt Road Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Conc. Apron Ex. Conc. Ex. Conc. Ex. Swale Ex. Swale Ex. Swale Ex. Ditch Ex. Ditch Ex. Ditch Ex. Post & Wire Fence ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ Ex. 8" Water Main (per ~ ~ ~ ~ ~ ~ ~ Benchmark #2 FH TOP 635.60 Benchmark #1 STM MH RIM 633.98 637 636 635 634 633 633 633 636 633 633 633 632633 632633 632 631 633 632 631 632 633 631 632 631 632 632 632 630 631 632 632 631 632 633 634 634 633 634 633 633 633 634 633 633 633 634 632 632 634 633 634 634 632 634 634 Ex. 12" Water Main (per plan) Ex. 8" D.I. Water Main (per plan) Ex. 12" Water Main (per plan) Ex. FH Top 636.07 Ex. FH Top 636.77 Ex. FH Top 635.60 Ex. FH Top 635.42 Ex. 4" PVC Inv. 633.45 Ex. CBS Rim 633.36 12" Inv. 630.59 N 12" Inv. 630.13 W Ex. YD (full) Rim 632.81 Ex. CBS Rim 633.10 30" Inv. 627.83 SW 30" Inv. 627.79 N Ex. Beehive CBS Rim 632.10 12" Inv. 628.99 W 30" Inv. 627.55 N/S Ex. CBS Rim 631.43 Ex. CBS Rim 631.70 Ex. Stm MH Rim 634.06 30" Inv. 628.15 SW 30" Inv. 628.11 NE Ex. CI Gut 633.22 12" Inv. 629.15 E Ex. CI Gut 633.11 12" Inv. 629.15 E 12" Inv. 629.08 W Ex. CI Gut 632.78 12" Inv. 630.96 S Ex. CI Gut 632.68 12" Inv. 630.47 N 18" Inv. 630.40 W 18" Inv. 630.37 E Ex. CI Gut 632.79 12" Inv. 630.95 S Ex. CI Gut 632.66 12" Inv. 630.82 N 12" Inv. 630.80 S Ex. Stm MH Rim 633.98 18" Inv. 630.88 W 12" Inv. 630.84 N Ex. CBS Rim 632.60 12" Inv. 630.33 E Ex. CBS Rim (not obs.) 12" Inv. 630.85 N 12" Inv. 630.01 W 12" Inv. 629.89 E Ex. CBS Rim 632.58 8" Inv. 631.50 W 8" Inv. 631.44 E Ex. CBS Rim 632.18 6" Inv. 630.32 W Ex. 6" PVC Inv. 632.46 Ex. 4" Flex Inv. 633.67 Ex. 6" VCP Inv. 631.08 Ex. 8" PVC Inv. 631.23 Ex. 8" PVC Inv. 631.53 Ex. 8" PVC Inv. 631.60 Ex. 12" RCP Inv. 631.26 Ex. 30'-12" RCP Stm @ 1.37% Ex. 215'-12" Flex Stm @ 0.15% Ex. 24'-12" RCP Stm @ 0.54% Ex. 5'-12" RCP Stm @ -0.80% Ex. 36'-12" RCP Stm @ 1.36% Ex. 15'-8" PVC Culvert @ 0.47% Ex. 129'-30" RCP Stm @ 0.19% Ex. 26'-12" RCP Stm @ 0.27% Ex. 9-12" RCP Stm @ 1.78% Ex. 106'-30" RCP Stm Ex. 68'-30" Stm @ 0.17% (per plan) Ex. 62'-30" RCP Stm @ 0.45% Ex. 253'-18" RCP Stm @ 0.20% Ex. 94'-8" PVC Stm @ 0.29% Ex. San MH Rim 633.39 Ex. San MH Rim 633.59 12" Inv. 616.22 NE 12" Inv. 616.15 S Ex. San MH Rim 633.71 8" Inv. 616.58 S 12" Inv. 616.55 N Ex. San MH Rim 633.92 Ex. San MH Rim 637.74 Ex. 94'-8" PVC San Ex. 43'-8" or 12" San @ 0.38% (per plan) Ex. 223'-12" PVC San @ 0.18% Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. 6" Gas Main (per plan) Ex. 6" Gas Main (field markings) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. 2" Gas Main (approx. location per plan) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. Gas Conn. (field markings) Ex. Buried Fiber Optic Line Ex. Underground Fiber Optic Line Marker Ex. Underground Fiber Optic Line Markers Ex. Underground Fiber Optic Line Marker Ex. Buried Fiber Optic Line Ex. Steel Box Assumed Gas Conn. Ex. Gravel Driveway Ex. Ditch Ex. San MH (Plan) FM FM FM FM FM ~ Ex. 8" Sanitary Sewer (Per Plan) Ex. 12" Sanitary Force Main (Per Plan) Matthew's Court Proposed 60' R/W 4' CONC. WALK PROP. 6" STM CONN. (TYP.) STM STM STM STM PROP. STM MH PROP. STM CI (TYP.) PROP. STM CI (TYP.) PROP. STM MH PROP. STM CB PROP. 172' STM SEW PROP. 200' STM SEW PROP. 24' STM SEW PROP. 24' STM SEW PROP. 5' STM SEW PROP. STM CB PROP. STM CB PROP. 176' STM SEW PROP. 200' STM SEW PROP. 95' STM SEW 634 634 634 635 635 635 632 PRIVATE 12'WIDE DRIVEWAY FOR S/L 1 & SEWER ACCESS DRIVE SUBLOT 1 FFL. GAR. 635.00 SUBLOT 2 FFL. GAR. 635.00 SUBLOT 4 FFL. GAR. 636.00 SUBLOT 5 FFL. GAR. 635.67 SUBLOT 6 FFL. GAR. 635.75 SUBLOT 7 FFL. GAR. 635.50 SUBLOT 8 FFL. GAR. 635.00 STM SUBLOT 9 FFL. GAR. 635.50 SUBLOT 10 FFL. GAR. 635.75 SUBLOT 11 FFL. GAR. 635.67 SUBLOT 12 FFL. GAR. 636.00 SUBLOT 13 FFL. GAR. 636.00 STM S.W.M. BASIN (in Easement) 634 634 SUBLOT 3 FFL. GAR. 636.00 27'W CONCRETE PAVEMENT W/ROLL CURBS R50.0 PROP. STM CB PROP. STM CB STM PROP. STM CB PROP. 183' STM SEW PROP. 147' STM SEW PROP. 100' STM SEW MAIL CBU LOCATION 635 635 632 632 635 633 635 635 635 635 633 633 633 633 635 634 NOTE: PROPOSED STORM WATER MANAGEMENT BASIN SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION FOR THE SUBDIVISION. 632 632 633 634 PROP. STM CB G G G G G G STM STM STM PROP. 214' STM SEW PROP. STM MH 634 634 634 634 635 634 634 635 635 635 634 635 633 633 634 633 632 631 629 628 633 GAS E E E E E E E ELEC G PROP. 94' STM SEW PROP.126' STM SEW PROP.105' STM SEW PROP.292' STM SEW PROP. 16' STM SEW PROP. 68' STM SEW PROP. STM CB PROP. STM CB PROP. STM CB PROP. STM HW PROP. STM CB PROP. STM MH PROP. STM MH 0+00 1+00 2+00 3+00 4+00 4+24 633 631 629 634 632 633 633 633 633 633 633 633 633 633 633 633 633 634 634 FG.634.0 FG.633.5 FG.633.42 FG.634.0 634 624 627 624 624 628 627 632 PROP. STM OUTLET STRUCTURE 638 635 635 635 635 636 636 638 635 635 635 STM PROP. 153' STM SEW 30' STM PROP. STM CB City of Avon Lake Ladder Truck SHEET OF CONTRACT No. www.polaris-es.com POLARIS ENGINEERING & SURVEYING, INC. (440) 944-4433 WILLOUGHBY HILLS, OHIO 44094 34600 CHARDON ROAD - SUITE D BY DATE REV. No. DATE: SCALE: FOLDER: FILENAME: TAB: DRAWN: 12/29/25 N/A DWG/Engineering KTH HOR. VERT. 1"=50' 05 06 24132 BNDY. BY: BASE. BY: RAT SRB 05-Grading 24132 Preliminary PREPARED FOR: SHIRE GLEN GREEN MANAGEMENT, LLC P.O. BOX 40186 BAY VILLAGE, OHIO 40186 PHONE: (440) 941-3340 CONTACT: ED PAVICIC SYMBOL LEGEND SH SCB MB WV Ex. Monument Box Prop. Light Pole Prop. WL Valve Prop. Hydrant Ex. Pine Tree Ex. Tree Ex. Bush Ex. Light Power Pole Ex. Power Pole Ex. Guy Wire Ex. Light Pole Ex. Electrical Box Prop. Curb Inlet Ex. Clean Out Ex. Catch Basin Ex. Manhole Ex. Yard Drain Prop. Storm Manhole Prop. Sanitary Manhole Ex. Water Meter Ex. Water Valve Ex. Gas Marker Ex. Fire Hydrant Ex. Mailbox Ex. Gas Meter Ex. Sign Ex.Telphone Box Ex. Storm Manhole Prop. Catch Basin Ex. Curb Inlet Ex. Sanitary Manhole Ex. Gas Valve Test Bore Well Guard Post Traffic Signal Pole Traffic Signal Box Sprinkler Control Box Sprinkler Head G GV w W E T C Irrigation Valve Ex. Stump Ex. Yard Light Cable TV Box Ex. Power Transformer Ex. Storm Inlet MH E Electrical Outlet Proposed Street Light TOPOGRAPHIC CERTIFICATION: I, THE UNDERSIGNED, HEREBY CERTIFY THAT THIS TOPOGRAPHY, INDICATED BY 1' CONTOURS, AND ELEVATIONS SHOWN HEREON, REPRESENT AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION ON THE 28TH DAY OF FEBRUARY, 2025, AND THAT THE ELEVATIONS WERE TAKEN AT APPROPRIATE INTERVALS AND THAT AS OF THAT DATE THEY EXISTED AS INDICATED HEREON. VERTICAL DATUM IS BASED ON NAVD88. RICHARD A. THOMPSON, JR., P.S. #7388 R R S O F E S I O N A L R E G I S T E S U R V E Y E D S T P A T E O F O H I O O R RICHARD A. THOMPSON JR. 7388 NOTE: THIS SURVEY SUBJECT TO CHANGE UPON RECEIPT OF ANY ADDITIONAL AVAILABLE UNDERGROUND UTILITY INFORMATION. EXISTING UNDERGROUND UTILITIES NOTE: THE SIZE AND LOCATION, BOTH HORIZONTAL AND VERTICAL OF THE UNDERGROUND UTILITIES SHOWN HEREON, HAVE BEEN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED HEREON. VERIFICATION BY FIELD OBSERVATION HAS BEEN CONDUCTED. WHERE PRACTICAL. HOWEVER, POLARIS ENGINEERING & SURVEYING, INC. DOES NOT GUARANTEE THE COMPLETENESS NOR ACCURACY THEREOF. 2 WORKING DAYS BEFORE YOU DIG CALL 8-1-1 OHIO UTILITIES PROTECTION SERVICE NON-MEMBERS MUST BE CALLED DIRECT O.U.P.S. REFERENCE A-133-302-354 PRELIMINARY GRADING PLAN MATTHEW'S HOLLOW SUBDIVISION CITY OF AVON LAKE - LORAIN COUNTY - OHIO NOTE: ANYONE USING ELEVATIONS ASSOCIATED WITH THIS PLAN SHALL UTILIZE & CHECK INTO BOTH BENCHMARKS FOR VERTICAL CONTROL. POLARIS SHALL BE NOTIFIED IMMEDIATELY OF ANY IRREGULARITIES. GRAPHIC SCALE (IN FEET) 1 INCH = 50 FEET 50 25 0 50 R R S O F E S I O N A L R E G I S T E E N G I N E E D S T P A T E O F O H I O E R KEVIN T. HOFFMAN 74831 STORM WATER MANAGEMENT EASEMENT THE LANDS DELINEATED ARE SUBJECT TO AN "AGREEMENT FOR INSPECTION AND MAINTENANCE OF STORMWATER DRAINAGE SYSTEMS & BEST MANAGEMENT PRACTICES" REQUIRED BY THE CITY OF AVON LAKE PER AGREEMENT ON SHEET 6 OF THIS PLAT.

Memo TO: Members of the Planning Commission FROM: Kelly La Rosa, AICP, Planning & Zoning Manager DATE: February 3, 2026 SUBJECT: Matthew’s Hollow Subdivision – Preliminary Intermediate Grading Plan ______________________________________________________________________ After the Planning Commission packets were delivered, the applicant uploaded a revised Preliminary Intermediate Grading Plan dated January 30, 2026, which is now part of the project record. The updated plan includes a notation indicating that, due to the presence of potential aquatic resources on Sublots 2 and 3, no grading, filling, or site disturbance beyond what is shown on the plan may occur until applicable state and/or federal protocols are satisfied. The applicant has stated that the roadway, stormwater, and utility improvements depicted on the revised grading plan can be constructed without impacting potential wetland areas, and that any future disturbance outside the limits shown would be subject to additional regulatory review. Staff and the City Engineer view the inclusion of this notation and the intermediate grading plan as a meaningful clarification of the applicant’s intent and a step toward addressing previously raised engineering questions related to grading and stormwater assumptions. However, because this information was submitted after packet distribution and acknowledges the potential presence of aquatic resources on Sublots 2 and 3, staff continues to recommend that any Planning Commission approval be conditioned on receipt of documentation demonstrating compliance with applicable U.S. Army Corps of Engineers and Ohio EPA requirements, or documentation confirming that no such approvals are required, before final plat approval or any additional site disturbance. Given the revised preliminary intermediate grading plan submitted after packet distribution and the notation regarding potential aquatic resources on Sublots 2 and 3, staff offers the following sample motion for the Commission’s consideration. Sample Motion I move to recommend to the City Council that Case No. CPC-25-15, Shire Glen Green Management LLC, Major Subdivision Preliminary Plat for the Matthew’s Hollow Subdivision, be approved subject to the condition that, before improvement plan approval, the applicant provide documentation demonstrating compliance with applicable U.S. Army Corps of Engineers and Ohio EPA wetland requirements, or documentation confirming that no such approvals are required, as applicable. In addition, no grading or site disturbance activities shall occur on the property before this documentation is provided to and accepted by the City.

CITY OF AVON LAKE P.P.N. 04-00-029-110-076 (RIGHT OF WAY) JOELLEMAGYAR & CHRISTOPHER TYRA INST: 2023-3005414 P.P.N. 04-00-029-110-077 #767 LEAR RD JEFF OGLESBEE & MICHELLE OGLESBEE INST: 2022-2007167 P.P.N. 04-00-029-110-079 #763 LEAR RD DATKO RESIDENTIAL SERVICES LLC AN OHIO LIMITED LIABILITY COMPANY INST: 2024-4005263 P.P.N. 04-00-029-110-080 #759 LEAR RD STEPHEN M & CONSTANCE L DATKO P.P.N. 04-00-029-110-081 #753 LEAR RD SHIRE GLEN GREEN MANAGEMENT LLC INST: 2025-5001147 P.P.N. 04-00-029-110-075 LEAR RD JOAN M MUSIAL INST: 2007-7092327 P.P.N. 04-00-029-110-082 LEAR RD STUART L & JANE E SHEARD P.P.N. 04-00-029-110-074 #31960 KREBS RD Krebs Road 50' "a public Right-of-Way" Lear Road 60' "a public Right-of-Way" Country Club Drive 60' "a public Right-of-Way" Plat Vol. 60, Pgs. 50-51 (1998) Sec. 20 Sec. 29 X X WV WV GV WV G EM WV WV WV WV G SAN SAN SAN SAN SAN G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W G G G W W W W W STM STM STM STM STM STM G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OH OH OH OH OH OH OH OH G G G 638.66 637.49 635.81 634.70 633.65 633.03 632.73 633.14 633.14 633.14 633.16 633.12 632.72 632.95 633.44 633.31 633.22 633.48 633.15 633.28 633.41 633.68 633.39 633.80 631.59 633.46 633.81 633.33 631.52 632.02 633.31 633.74 631.69 633.32 633.69 633.09 632.09 632.37 632.38 633.06 633.14 633.32 633.09 633.28 633.16 633.57 633.39 632.82 633.18 633.24 633.18 632.85 633.00 633.10 633.07 633.22 633.11 633.02 633.38 633.96 633.68 632.87 633.03 633.14 633.48 632.91 633.09 633.40 633.50 634.27 635.56 636.40 637.21 636.03 636.57 636.80 636.85 636.98 636.47 634.94 633.86 633.93 634.03 633.60 634.34 633.40 634.13 634.01 633.15 633.25 633.31 633.31 633.40 633.89 633.33 633.26 633.58 633.31 633.64 633.36 633.66 633.74 633.86 634.10 634.04 634.19 633.96 633.69 634.12 633.65 633.82 633.62 633.61 633.61 633.82 633.86 634.10 633.81 633.76 634.13 634.18 633.88 633.90 634.31 634.22 634.31 634.16 634.32 634.41 634.37 633.72 633.68 633.84 633.91 632.75 633.03 632.11 632.11 631.93 632.32 632.46 632.59 633.16 632.34 631.96 633.27 632.91 632.73 632.38 632.29 632.33 632.41 632.37 632.52 632.96 632.97 633.37 633.43 633.24 632.90 632.86 632.59 632.61 632.68 632.93 632.83 632.95 632.89 633.39 633.22 632.84 632.96 632.95 632.71 632.82 632.86 632.88 632.86 634.63 635.37 635.47 635.36 635.28 632.99 633.58 633.21 633.02 632.71 632.52 632.29 632.55 633.07 632.97 632.55 632.35 632.02 632.31 632.63 632.25 632.58 632.96 632.94 633.34 633.67 634.19 633.98 633.42 633.94 633.40 633.94 634.38 633.95 634.25 634.03 634.34 634.02 633.80 633.35 632.85 633.14 632.98 632.67 633.05 632.13 632.53 632.98 632.71 632.64 632.81 632.73 632.64 632.62 632.65 632.77 632.77 632.53 633.11 633.03 632.62 633.21 633.05 633.32 633.58 632.95 633.40 634.30 633.71 634.07 633.84 633.84 634.39 633.73 634.14 634.19 634.38 634.52 633.71 632.77 632.98 632.68 632.15 632.19 631.82 632.05 632.39 633.01 633.02 633.88 634.24 633.72 633.64 633.22 632.61 632.25 632.18 632.32 632.32 632.39 632.52 632.82 633.30 633.32 633.16 633.80 633.96 633.65 633.61 633.16 632.84 632.30 631.94 631.95 631.89 631.92 632.21 632.74 633.07 633.60 633.96 633.73 632.93 632.96 633.04 632.79 632.54 632.13 632.10 632.30 632.40 632.48 632.71 632.94 632.96 632.99 632.98 632.94 633.95 633.90 633.63 632.98 632.51 632.00 632.03 631.87 631.78 631.84 631.96 632.14 632.58 633.23 633.57 633.67 632.80 632.74 632.76 632.76 632.71 632.72 632.18 632.32 632.34 632.42 632.56 632.64 632.60 632.75 632.68 633.16 633.10 633.11 632.43 632.21 632.07 631.80 631.74 631.96 631.92 631.96 632.11 632.18 632.93 633.09 632.59 632.63 632.52 632.58 632.64 632.52 632.50 632.60 632.65 632.66 632.49 632.47 632.60 632.17 632.61 632.07 632.14 632.06 631.86 631.93 631.95 632.06 632.12 632.18 632.06 632.48 631.74 632.26 632.58 632.32 632.40 632.53 632.28 632.24 632.50 632.39 630.64 632.55 632.82 630.82 632.81 632.18 632.10 632.77 630.88 633.26 632.72 633.28 633.26 632.48 633.20 630.72 632.93 632.17 632.45 633.23 630.05 632.91 632.46 632.84 629.80 630.04 632.29 633.31 632.48 632.19 631.58 631.59 632.28 630.02 630.11 632.43 632.29 629.84 629.34 632.36 629.32 633.75 634.17 634.25 633.99 634.13 40.3' 8.0' 13.4' 8.0' 17.4' Ex. Garage Ex. House FFL 638.02 Ex. Porch Ex. Asphalt Road Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Asphalt Road w/ Conc. Gutters and Curbs Ex. Conc. Apron Ex. Conc. Ex. Conc. Ex. Swale Ex. Swale Ex. Swale Ex. Ditch Ex. Ditch Ex. Ditch Ex. Post & Wire Fence ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ Ex. 8" Water Main (per ~ ~ ~ ~ ~ ~ ~ Benchmark #2 FH TOP 635.60 Benchmark #1 STM MH RIM 633.98 637 636 635 634 633 633 633 636 633 633 633 632633 632633 632 631 633 632 631 632 633 631 632 631 632 632 632 630 631 632 632 631 632 633 634 634 633 634 633 633 633 634 633 633 633 634 632 632 634 633 634 634 632 634 634 Ex. 12" Water Main (per plan) Ex. 8" D.I. Water Main (per plan) Ex. 12" Water Main (per plan) Ex. FH Top 636.07 Ex. FH Top 636.77 Ex. FH Top 635.60 Ex. FH Top 635.42 Ex. 4" PVC Inv. 633.45 Ex. CBS Rim 633.36 12" Inv. 630.59 N 12" Inv. 630.13 W Ex. YD (full) Rim 632.81 Ex. CBS Rim 633.10 30" Inv. 627.83 SW 30" Inv. 627.79 N Ex. Beehive CBS Rim 632.10 12" Inv. 628.99 W 30" Inv. 627.55 N/S Ex. CBS Rim 631.43 Ex. CBS Rim 631.70 Ex. Stm MH Rim 634.06 30" Inv. 628.15 SW 30" Inv. 628.11 NE Ex. CI Gut 633.22 12" Inv. 629.15 E Ex. CI Gut 633.11 12" Inv. 629.15 E 12" Inv. 629.08 W Ex. CI Gut 632.78 12" Inv. 630.96 S Ex. CI Gut 632.68 12" Inv. 630.47 N 18" Inv. 630.40 W 18" Inv. 630.37 E Ex. CI Gut 632.79 12" Inv. 630.95 S Ex. CI Gut 632.66 12" Inv. 630.82 N 12" Inv. 630.80 S Ex. Stm MH Rim 633.98 18" Inv. 630.88 W 12" Inv. 630.84 N Ex. CBS Rim 632.60 12" Inv. 630.33 E Ex. CBS Rim (not obs.) 12" Inv. 630.85 N 12" Inv. 630.01 W 12" Inv. 629.89 E Ex. CBS Rim 632.58 8" Inv. 631.50 W 8" Inv. 631.44 E Ex. CBS Rim 632.18 6" Inv. 630.32 W Ex. 6" PVC Inv. 632.46 Ex. 4" Flex Inv. 633.67 Ex. 6" VCP Inv. 631.08 Ex. 8" PVC Inv. 631.23 Ex. 8" PVC Inv. 631.53 Ex. 8" PVC Inv. 631.60 Ex. 12" RCP Inv. 631.26 Ex. 30'-12" RCP Stm @ 1.37% Ex. 215'-12" Flex Stm @ 0.15% Ex. 24'-12" RCP Stm @ 0.54% Ex. 5'-12" RCP Stm @ -0.80% Ex. 36'-12" RCP Stm @ 1.36% Ex. 15'-8" PVC Culvert @ 0.47% Ex. 129'-30" RCP Stm @ 0.19% Ex. 26'-12" RCP Stm @ 0.27% Ex. 9-12" RCP Stm @ 1.78% Ex. 106'-30" RCP Stm Ex. 68'-30" Stm @ 0.17% (per plan) Ex. 62'-30" RCP Stm @ 0.45% Ex. 253'-18" RCP Stm @ 0.20% Ex. 94'-8" PVC Stm @ 0.29% Ex. San MH Rim 633.39 Ex. San MH Rim 633.59 12" Inv. 616.22 NE 12" Inv. 616.15 S Ex. San MH Rim 633.71 8" Inv. 616.58 S 12" Inv. 616.55 N Ex. San MH Rim 633.92 Ex. San MH Rim 637.74 Ex. 94'-8" PVC San Ex. 43'-8" or 12" San @ 0.38% (per plan) Ex. 223'-12" PVC San @ 0.18% Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. Overhead Wire Ex. 6" Gas Main (per plan) Ex. 6" Gas Main (field markings) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. 2" Gas Main (approx. location per plan) Ex. 6" Gas Main (approx. location per plan) Ex. 8" Gas Main (approx. location per plan) Ex. Gas Conn. (field markings) Ex. Buried Fiber Optic Line Ex. Underground Fiber Optic Line Marker Ex. Underground Fiber Optic Line Markers Ex. Underground Fiber Optic Line Marker Ex. Buried Fiber Optic Line Ex. Steel Box Assumed Gas Conn. Ex. Gravel Driveway Ex. Ditch Ex. San MH (Plan) FM FM FM FM FM ~ Ex. 8" Sanitary Sewer (Per Plan) Ex. 12" Sanitary Force Main (Per Plan) Matthew's Court Proposed 60' R/W PROP. 6" STM CONN. (TYP.) STM STM STM STM PROP. STM MH PROP. STM CI (TYP.) PROP. STM CI (TYP.) PROP. STM MH PROP. STM CB PROP. 172' STM SEW PROP. 200' STM SEW PROP. 24' STM SEW PROP. 24' STM SEW PROP. 5' STM SEW PROP. STM CB PROP. STM CB PROP. 176' STM SEW PROP. 200' STM SEW PROP. 95' STM SEW STM STM S.W.M. BASIN (in Easement) R50.0 PROP. STM CB PROP. STM CB STM PROP. STM CB PROP. 183' STM SEW PROP. 147' STM SEW PROP. 100' STM SEW PROP. STM CB G G G G G G STM STM STM PROP. 214' STM SEW PROP. STM MH GAS E E E E E E E ELEC G PROP. 94' STM SEW PROP.126' STM SEW PROP.105' STM SEW PROP.292' STM SEW PROP. 16' STM SEW PROP. 68' STM SEW PROP. STM CB PROP. STM CB PROP. STM CB PROP. STM HW PROP. STM CB PROP. STM MH PROP. STM MH 0+00 1+00 2+00 3+00 4+00 4+24 PROP. STM OUTLET STRUCTURE STM PROP. 153' STM SEW 30' STM PROP. STM CB FG.634.0 FG.633.5 FG.633.42 FG.634.0 633 634 633 634 633 634 633 634 633 634 634 634 NOTE: DUE TO THE PRESENCE OF POTENTIAL AQUATIC RESOURCES ON S/L 2 & 3, NO FILLS OR DISTURBANCES BEYOND WHAT IS SHOWN ON THIS PLAN SHEET ARE PERMITTED UNTIL PROPER STATE AND/OR FEDERAL PROTOCOLS ARE MET. SHEET OF CONTRACT No. www.polaris-es.com POLARIS ENGINEERING & SURVEYING, INC. (440) 944-4433 WILLOUGHBY HILLS, OHIO 44094 34600 CHARDON ROAD - SUITE D BY DATE REV. No. DATE: SCALE: FOLDER: FILENAME: TAB: DRAWN: 1/30/26 N/A DWG/Engineering KTH HOR. VERT. 1"=50' 06 07 24132 BNDY. BY: BASE. BY: RAT SRB 06-Intemediate Grading 24132 Preliminary PREPARED FOR: SHIRE GLEN GREEN MANAGEMENT, LLC P.O. BOX 40186 BAY VILLAGE, OHIO 40186 PHONE: (440) 941-3340 CONTACT: ED PAVICIC SYMBOL LEGEND SH SCB MB WV Ex. Monument Box Prop. Light Pole Prop. WL Valve Prop. Hydrant Ex. Pine Tree Ex. Tree Ex. Bush Ex. Light Power Pole Ex. Power Pole Ex. Guy Wire Ex. Light Pole Ex. Electrical Box Prop. Curb Inlet Ex. Clean Out Ex. Catch Basin Ex. Manhole Ex. Yard Drain Prop. Storm Manhole Prop. Sanitary Manhole Ex. Water Meter Ex. Water Valve Ex. Gas Marker Ex. Fire Hydrant Ex. Mailbox Ex. Gas Meter Ex. Sign Ex.Telphone Box Ex. Storm Manhole Prop. Catch Basin Ex. Curb Inlet Ex. Sanitary Manhole Ex. Gas Valve Test Bore Well Guard Post Traffic Signal Pole Traffic Signal Box Sprinkler Control Box Sprinkler Head G GV w W E T C Irrigation Valve Ex. Stump Ex. Yard Light Cable TV Box Ex. Power Transformer Ex. Storm Inlet MH E Electrical Outlet Proposed Street Light TOPOGRAPHIC CERTIFICATION: I, THE UNDERSIGNED, HEREBY CERTIFY THAT THIS TOPOGRAPHY, INDICATED BY 1' CONTOURS, AND ELEVATIONS SHOWN HEREON, REPRESENT AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION ON THE 28TH DAY OF FEBRUARY, 2025, AND THAT THE ELEVATIONS WERE TAKEN AT APPROPRIATE INTERVALS AND THAT AS OF THAT DATE THEY EXISTED AS INDICATED HEREON. VERTICAL DATUM IS BASED ON NAVD88. RICHARD A. THOMPSON, JR., P.S. #7388 R R S O F E S I O N A L R E G I S T E S U R V E Y E D S T P A T E O F O H I O O R RICHARD A. THOMPSON JR. 7388 NOTE: THIS SURVEY SUBJECT TO CHANGE UPON RECEIPT OF ANY ADDITIONAL AVAILABLE UNDERGROUND UTILITY INFORMATION. EXISTING UNDERGROUND UTILITIES NOTE: THE SIZE AND LOCATION, BOTH HORIZONTAL AND VERTICAL OF THE UNDERGROUND UTILITIES SHOWN HEREON, HAVE BEEN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED HEREON. VERIFICATION BY FIELD OBSERVATION HAS BEEN CONDUCTED. WHERE PRACTICAL. HOWEVER, POLARIS ENGINEERING & SURVEYING, INC. DOES NOT GUARANTEE THE COMPLETENESS NOR ACCURACY THEREOF. 2 WORKING DAYS BEFORE YOU DIG CALL 8-1-1 OHIO UTILITIES PROTECTION SERVICE NON-MEMBERS MUST BE CALLED DIRECT O.U.P.S. REFERENCE A-133-302-354 PRELIMINARY INTERMEDIATE GRADING PLAN MATTHEW'S HOLLOW SUBDIVISION CITY OF AVON LAKE - LORAIN COUNTY - OHIO NOTE: ANYONE USING ELEVATIONS ASSOCIATED WITH THIS PLAN SHALL UTILIZE & CHECK INTO BOTH BENCHMARKS FOR VERTICAL CONTROL. POLARIS SHALL BE NOTIFIED IMMEDIATELY OF ANY IRREGULARITIES. GRAPHIC SCALE (IN FEET) 1 INCH = 50 FEET 50 25 0 50 R R S O F E S I O N A L R E G I S T E E N G I N E E D S T P A T E O F O H I O E R KEVIN T. HOFFMAN 74831 STORM WATER MANAGEMENT EASEMENT THE LANDS DELINEATED ARE SUBJECT TO AN "AGREEMENT FOR INSPECTION AND MAINTENANCE OF STORMWATER DRAINAGE SYSTEMS & BEST MANAGEMENT PRACTICES" REQUIRED BY THE CITY OF AVON LAKE PER AGREEMENT ON SHEET 6 OF THIS PLAT. S/L 1 S/L 2 S/L 3 S/L 4 S/L 5 S/L 6 S/L 7 S/L 8 S/L 9 S/L 10 S/L 11 S/L 12 S/L 13

EVALUATING TREE COMMMISSIONERS REVIEW MATTHEW’S HOLLOW SUBDIVISION Preliminary Plan CPC-25-15 02/01/2026 Page 1 of 6 TREE PROTECTION, PRESERVATION & STREET TREE REQUIREMENTS Preliminary Plan Review: Matthew’s Hollow Subdivision Evaluating Tree Commissioners: • Katie Downie, ACF Forester, TCA Certified Tree Commissioner • Terry Robison, Retired Forester, TCA Certified Tree Commissioner • Jennifer Fenderbosch, Councilwoman, TCA Certified Tree Commissioner Date: 02/01/2026 REQUEST: Review of the Preliminary Plan for the proposed Matthew’s Hollow Subdivision for compliance with the City of Avon Lake Tree Ordinance (Chapter 1018), including tree protection, preservation, street tree, and construction-related requirements. I. APPLICABLE REGULATORY AUTHORITY This review is conducted pursuant to the Avon Lake City Tree Ordinance, Chapter 1018, adopted by City Council and administered by the Urban Forester or designee in coordination with the Tree Commission, in accordance with §§1018.01–1018.99. All findings, recommendations, and conditions herein are enforceable under: • §1018.03 Urban Forester – Authority and Enforcement • §1018.09 Protection of Trees Near Construction Work • §1018.04 Planting of Trees, Shrubs, and Hedges; Permit Required • §1018.05 Replacement of Trees • §1018.031 Master Tree Plan • §1018.99 and §1065.99 Enforcement and Penalty ANSI A300 Tree Care Standards are incorporated by reference and are mandatory. II. SITE VEGETATION FINDINGS 1. Eastern Property Area (Sublots 2, 3, 4, 5, 6, 10, 11, 12, and 13) The eastern portion of the site exhibits fallow agricultural field conditions with no trees meeting the definition of a Protected Tree under §1018.02 (≥ 8 inches DBH or ≥ 20 inches aggregate DBH for multi-stem trees). 2. Northern Property Area – Former Vineyard (Sublots 1, 7, 8, and 9) Historical imagery confirms former vineyard use. The area is undergoing natural

EVALUATING TREE COMMMISSIONERS REVIEW MATTHEW’S HOLLOW SUBDIVISION Preliminary Plan CPC-25-15 02/01/2026 Page 2 of 6 reversion with early successional growth, dominated by Fraxinus spp. (white ash), interwoven with residual grape vines. 3. Tree Size, Health, and Viability Assessment While some trees are approaching or marginally meet the Protected Tree DBH threshold (≥ 8 inches DBH), the stand is: o Species-limited (ash-dominated), o Structurally compromised by vine entanglement, o Lacking long-term viability due to Emerald Ash Borer susceptibility. o No trees were identified as needing protection Conclusion: The trees do not warrant preservation designation under §1018.02 and §1018.09 based on health, species risk, and development feasibility. 4. Mature Tree Presence No mature or high-value trees were identified that require preservation, protection fencing, or inclusion in a Tree Preservation Plan at the Preliminary Plan stage. III. TREE PRESERVATION & CONSTRUCTION PROTECTION REQUIREMENTS 5. Tree Preservation Plan (TPP) Determination Because no Protected Trees are proposed for preservation, a full Tree Preservation Plan is not required at this stage. However, if field verification during Improvement Plan review identifies trees ≥ 8 inches DBH proposed to remain, a Tree Preservation Plan shall be required pursuant to §1018.02 and §1018.09. 6. Mandatory Protection Standards if Protected Trees Are Identified Any Protected Tree retained on site shall comply with §1018.09, including: o Critical Root Zone (CRZ): Radius = 1.5 feet per 1 inch DBH (§1018.02). o Protective Barrier Placement: Barrier shall be placed at the greater of: ▪ 10 feet, ▪ the dripline, ▪ or circumference of trunk in inches measured at DBH (§1018.09(c)). o Barrier Specifications:

EVALUATING TREE COMMMISSIONERS REVIEW MATTHEW’S HOLLOW SUBDIVISION Preliminary Plan CPC-25-15 02/01/2026 Page 3 of 6 ▪ Minimum 4 feet in height, ▪ Structurally sound fencing, ▪ Tree Protection signage every 20 feet (§1018.09(e)). 7. Construction Limitations (Non-Negotiable) Within protected areas: o No equipment parking, material storage, grading, trenching, fueling, or chemical storage (§1018.09(i)–(k)). o All building material, dirt or other debris shall be kept outside the tree lawn to protect the critical root zone of the tree(s) (§1018.09 (d)). o Root cutting > 2 inches diameter prohibited without Urban Forester approval (§1018.09(f)–(h)). o All pruning must be supervised by an ISA Certified Arborist following ANSI A300 (§1018.09(n)). Tree Commission Determination Based on current site conditions and compliance with Chapter 1018, the Preliminary Plan presents no conflicts with tree preservation requirements. Final compliance shall be verified at the Improvement Plan and construction phases. EVALUATING TREE COMMISSIONERS FINDINGS OF FACT AND CONCLUSIONS Tree Protection, Preservation, and Street Tree Compliance Preliminary Plan: Matthew’s Hollow Subdivision Finding 1 — Applicability of Tree Ordinance The Evaluating Tree Commissioners find that the proposed Matthew’s Hollow Subdivision is subject to the requirements of Chapter 1018, City Tree Ordinance, including §§1018.01 through 1018.99, which govern tree protection, preservation, planting, removal, and enforcement on public property and, where applicable, private property impacted by development activity. Conclusion: Chapter 1018 is the controlling authority for review of tree-related impacts associated with the Preliminary Plan. Finding 2 — Existing Vegetation and Protected Tree Threshold

EVALUATING TREE COMMMISSIONERS REVIEW MATTHEW’S HOLLOW SUBDIVISION Preliminary Plan CPC-25-15 02/01/2026 Page 4 of 6 The Evaluating Tree Commissioners find that based on historic aerial photos that the subject property consists primarily of fallow agricultural fields and early successional vegetation resulting from former vineyard use. No trees of sufficient health and viability meeting the definition of Protected Trees under §1018.02 (trees ≥ eight (8) inches DBH or multi-stem trees with an aggregate DBH ≥ twenty (20) inches) have been identified for preservation at the Preliminary Plan stage. Conclusion: The Preliminary Plan does not trigger mandatory tree preservation requirements under Chapter 1018 at this stage of review. Finding 3 — Suitability of Existing Trees for Preservation The Evaluating Tree Commissioners find that existing trees on the site are dominated by early successional Fraxinus species, are structurally compromised by vine entanglement, and exhibit limited long-term viability due to species risk factors. Pursuant to §1018.02, trees less than eight (8) inches DBH may only be granted protected status if determined to be of high value by the Urban Forester, which determination has not been made for this site. Conclusion: The Commission finds no basis under Chapter 1018 to require preservation of existing on-site trees. Finding 4 — Tree Preservation Plan Requirement The Evaluating Tree Commissioners find that §1018.02 and §1018.09 require submission of a Tree Preservation Plan only when protected trees are proposed to be retained or may be impacted by construction activity. Based on current site conditions and the Preliminary Plan layout, no protected trees are proposed for retention. Conclusion: A Tree Preservation Plan is not required at the Preliminary Plan stage; however, such a plan may be required at the Improvement Plan stage if protected trees are identified. Finding 5 — Authority of the Urban Forester The Evaluating Tree Commissioners find that §1018.03 grants the Urban Forester or designee authority to regulate, inspect, condition, and enforce all tree-related activities within public places and tree lawns, including the authority to impose conditions on permits and halt construction activities for noncompliance. Conclusion: All Improvement Plans and construction activities remain subject to review, inspection, and enforcement by the Urban Forester or designee. Finding 6 — Public Street Tree and Public Tree Lawn Regulation The Evaluating Tree Commissioners find that all Public Streets with Public Tree Lawn trees constitute Public Trees under §1018.02 and must conform to the Master Tree Plan pursuant to §1018.031. The ordinance establishes minimum spacing, utility clearance, and

EVALUATING TREE COMMMISSIONERS REVIEW MATTHEW’S HOLLOW SUBDIVISION Preliminary Plan CPC-25-15 02/01/2026 Page 5 of 6 infrastructure setback requirements, and prohibits planting of trees exceeding twenty-five (25) feet at maturity under overhead electric lines. Conclusion: Final Public Street tree sizes, spacing, and locations shall be determined by the Urban Forester or Designee and Tree Commission at the Improvement Plan stage. Tree Species shall not be selected until the City Tree Inventory and City Master Plan is complete. Finding 7 — Replacement and Mitigation Obligations The Evaluating Tree Commissioners find that §1018.05 requires replacement of any public trees removed as part of construction activity, with replacement species designated by the Master Tree Plan unless otherwise specified by ordinance. Conclusion: Any unavoidable removal of public trees require permit approval and full replacement in accordance with Chapter 1018. Finding 8 — Construction Protection Standards The Evaluating Tree Commissioners find that §1018.09 establishes mandatory tree protection, fencing requirements, inspection authority, and enforcement mechanisms. Conclusion: Should protected trees be identified during later phases, all construction activity must comply with §1018.09 without exception. Finding 9 — Enforcement and Penalties The Evaluating Tree Commissioners find that violations of Chapter 1018 are subject to enforcement under §§1018.99 and 1065.99, including fines, mitigation fees, and separate penalties for continuing violations. Conclusion: Compliance with Chapter 1018 is a continuing condition of development approval. Overall Conclusion The Evaluating Tree Commissioners find that, based on the record before it and subject to conditions imposed, the Preliminary Plan for the Matthew’s Hollow Subdivision meets the requirements of Chapter 1018, City Tree Ordinance, and does not result in unlawful removal, damage, or impairment of protected public trees. STAFF The Evaluating Tree Commissioners request that the Community Development Department acknowledges this review and proceeds with Preliminary Plan consideration, subject to continued compliance with Chapter 1018 and review by the Urban Forester or Designee throughout the ZBA/ Planning Commission and construction stages.

1214.05 Major Subdivision (5) Step 5 - Review and decision on the preliminary plat by City Council. A. The City Council shall review the preliminary plat application at its next regularly scheduled meeting, or at a special meeting, following the receipt of recommendation from the Planning Commission B. In making its decision, the City Council shall approve, approve with conditions, or deny the preliminary plat. The City Council may also continue the meeting if questions regarding the plat are not satisfactorily addressed by the applicant. C. The City Council shall make a decision within 60 days of the filing of the preliminary plat (Step 2) unless the City Council and subdivider agree to an extension of this time frame. If the City Council fails to act within the 60 days or there is no agreement for an extension of time, the application for a preliminary plat will be considered approved. D. If the City Council denies the preliminary plat, the applicant shall not move forward in the review process until a preliminary plat is approved by the City Council. E. In the event the City Council denies the preliminary plat or approves with conditions, the Code Administrator, on behalf of the City Council shall provide the subdivider with a statement in writing setting forth the reasons for the denial or the conditions of approval. F. Approval of the preliminary plat by the City Council does not constitute approval of the subdivision, but is merely an authorization to proceed with the preparation of the final plat and improvement plans. 1238.07 Subdivision Design Standards (c) Topography, floodplain areas, wetlands and natural areas. (1) Natural amenities (including views, mature trees, creeks, riparian corridors, rock outcrops, and similar features) shall be preserved and incorporated into proposed development to the greatest extent feasible. (g) Debris and waste. No cut trees, diseased trees, timber, debris, earth, rocks, stones, soil, junk, rubbish or other waste materials of any kind shall be buried in any land, or left or deposited on any lot or street at the time of the issuance of a zoning permit. No items and materials as described in the preceding sentence shall be left or deposited in any area of the subdivision at the time of dedication of public improvements.

(i) Street trees and Street Tree Fund. (1) Trees planted within a street right-of-way shall conform to the city master tree plan. Prior to construction a planting plan shall be approved by the Urban Forester. (2) All new subdivisions shall be required to contribute to the Street Tree Fund for the installation of trees in public rights-of-way. The fee shall be payable as a cash amount calculated by the Urban Forester and shall be paid prior to Final Plat approval. The fund shall be used by the city to install tree lawn trees within public rights-of-way of new subdivisions. The fund shall not apply to private streets. The cost for said fee shall be as set forth in Chapter 208 of this code of ordinances.

CITY OF AVON LAKE PLANNING COMMISSION 150 Avon Belden Road Avon Lake, Ohio 44012 (440) 930-4110 M E M O R A N D U M TO: Valerie Rosmarin, Clerk of Council FROM: Kelly La Rosa, Planning and Zoning Manager DATE: February 4, 2026 RE: Planning Commission Meeting Results of February 3, 2026 The Planning Commission held its regular meeting on Tuesday, February 3, 2026, at 7:00 p.m. in Council Chambers. The following summarizes Commission action on cases heard at this meeting: Case No. CPC-25-15, Shire Glen Green Management LLC Major Subdivision Preliminary Plat Approval for Matthew’s Hollow Subdivision, located northeast of the Lear Road and Krebs Road intersection. Applicable Code Sections: 1214.05: Major Subdivision and 1238: Subdivision Design Standards apply. Decision: Approved (7-0) subject to the condition that, before improvement plan approval, the applicant provide documentation demonstrating compliance with applicable U.S. Army Corps of Engineers and Ohio EPA wetland requirements, or documentation confirming that no such approvals are required, as applicable. In addition, no grading or site disturbance activities shall occur on the property before this documentation is provided to and accepted by the City. . Next Meeting The next regular Planning Commission Meeting is scheduled for March 3, 2026. cc: City Council Members Department Heads

ORDINANCE NO. 26-6 INTRODUCED BY: Mrs. Goodwin AN ORDINANCE AMENDING CODE OF ORDINANCES CHAPTER 284: ENVIRONMENTAL AFFAIRS ADVISORY BOARD (SECTIONS 284.01, 284.02, 284.03, AND 284.04), CHAPTER 288: TREE COMMISSION (SECTION 288.04), AND CHAPTER 220: COUNCIL (SECTION 220.05). WHEREAS, the Environmental Committee and the Environmental Affairs Advisory Board have recommended amending Code of Ordinances Chapter 284, Sections 284.01, 284.02, 284.03, and 288.04; Chapter 288, Section 288.04; and Chapter 220, Section 220.05; and WHEREAS, Council, coming now to consider said recommendation, approves it in full. NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF AVON LAKE, STATE OF OHIO: Section No. 1: That Code of Ordinances Chapter 284 is hereby amended as follows: CHAPTER 284: ENVIRONMENTAL AFFAIRS ADVISORY BOARD § 284.01 ESTABLISHMENT AND PURPOSE. There is hereby established an advisory board to be known as the Environmental Affairs Advisory Board with its purposes to include the following: (a) To study and advise courses of action which the Environmental Committee of Council may take to formulate and promote general and broad codes of land, air and water management for the city; and (b) To study and investigate other environmentally related concerns and issues of importance to Council and residents of the city and to report its findings and make appropriate recommendations to residents of the city and Council, as needed. § 284.02 MEMBERSHIP;TERM; COMPENSATION; AND REMOVAL. (a) Membership. The Environmental Affairs Advisory Board shall consist of 14 members, comprised of the following: (1) Up to six members shall be employees or representatives of industrial concerns located within the city who shall be selected because of their knowledge, technical capability or interest in matters relating to air and/or water management and for their ability to

ORDINANCE NO. 26-6 Page | 2 competently represent both their own industry and industry in general, which is located in the community. The industrial members need not be residents of the city and shall be appointed by Council. (2) The other members who for the previous two years have been registered, qualified electors of the city and who are not employees of industrial concerns located in the city, shall be appointed by Council. (3) One ex officio, non-voting member shall be the Public Works Director. (4) One ex officio, non-voting member shall be the Chairperson of the Environmental Committee; and (5) One ex officio member shall be a member of the Tree Commission. (b) Term. The appointed resident members of the Environmental Affairs Advisory Board shall each serve three years with staggered terms, a third of which shall be appointed each year. Each member is eligible for reappointment without limitation on the number of consecutive appointments. (1) Beginning in 2026, the Chairperson shall serve for three years, and the Vice- Chairperson shall serve for two years, then every appointment thereafter, shall serve for three years. (2) Vacancies on the Environmental Affairs Advisory Board shall be filled for the remainder of the unexpired term in the same manner that the position was originally filled. (3) The Chairperson will notify the Clerk of Council when a vacancy exists. (4) Any vacancy shall be filled within 60 days, unless extenuating circumstances require a longer period. (c ) Compensation. Members of the Environmental Affairs Advisory Board shall serve without compensation. With prior approval of the assigned Department Director, according to the city procurement policies, any expense incurred by the Commission or the members thereof in the performance of their duties shall be paid from the city treasury. (d) Removal. Any Environmental Affairs Advisory Board member who misses three consecutive meetings, or more than 50% of the regular meetings on an annual basis, may be removed from the Board by a majority vote of the other Board members. § 284.03 POWERS AND DUTIES. The Environmental Affairs Advisory Board shall seek, as its general goals: (a) To create and foster a positive, responsible, cooperative and continuous effort among businesses and residents of the city; (b) To educate Council and residents of the city on important environmental issues;

ORDINANCE NO. 26-6 Page | 3 (c) To establish and make appropriate recommendations to Council through the use of subject matter experts on land, air and water management programs; and (d) To investigate every reasonable means available to inform and educate its members relative to the problems and possible solutions of land, water and air pollution and management in communities of similar size to the city. § 248.04 MEETINGS AND ORGANIZATION. (a) The Environmental Affairs Advisory Board shall elect by a majority vote its own Chairperson to make its own rules and regulations and keep a record of its proceedings. (b) The Environmental Affairs Advisory Board shall meet on a quarterly basis, or more frequently as requested by its Chairperson. Minutes of Board meetings shall be forwarded to the Mayor and members of Council and filed with the Clerk of Council. Section No. 2: That Code of Ordinances Chapter 288 is hereby amended as follows: CHAPTER 288: TREE COMMISSION § 288.04 MEETINGS; ORGANIZATION. (a) The Tree Commission shall hold an organizational meeting at its first regular meeting date of the year, and the meeting schedule for the year will be the first order of business. There shall be a minimum of six meetings per year. Work sessions or special meetings may be called at the discretion of the Commission Chairperson. (b) The Tree Commission shall elect by a majority vote its own officers, make its own rules and regulations and keep a record of its proceedings. A handbook shall be kept in the Clerk of Council’s office as a permanent record. In the absence of any rule regarding the matter of business, the Commission shall be governed by Robert’s Rules of Order. (c) The Tree Commission shall appoint one of its members to serve as an ex officio member of the Parks and Recreation Commission and one member to serve as an ex officio member of the Environmental Affairs Advisory Board. (d) A majority of the members shall be a quorum for the transaction of business. All plans, findings, advice, reports and recommendations made by the Tree Commission shall be in writing and shall designate by name those members of the Commission approving the same, failing to concur therein or abstaining therefrom. Those who fail to concur or who abstain shall have the right, as a part of such report, to state their reasons for refusing to approve or to concur. Minutes of meetings shall be filed in the Urban Forester’s office and forwarded to the Mayor and the Clerk of Council.

ORDINANCE NO. 26-6 Page | 4 Section No. 3: That Code of Ordinances Chapter 220 is hereby amended as follows: CHAPTER 220: COUNCIL § 220.05 STANDING COMMITTEES. (3) Environmental Committee. A. All ordinances, resolutions and other matters relating to natural resources and environmental protection; shoreline protection; preservation and conservation of Lake Erie; recycling; yard waste, waste collection and contract, leaf humus, branch pickup and woodchips; compost; and inventory of brownfields shall be referred to the Environmental Committee for study, investigation and recommendation to Council. B. One member of the Environmental Committee shall serve as an ex officio, non-voting member of the Environmental Affairs Advisory Board. Section No. 4: That it is found and determined that all formal actions of Council relating to the adoption of this Ordinance were taken in an open meeting, and that all deliberations of Council and its committees resulting in such actions were conducted in meetings open to the public in compliance with all applicable legal requirements, including Section 121.22 of the Ohio Revised Code. Section No. 5: That this Ordinance shall be in full force and effect from and after the earliest period allowed by law. 1st reading: 1/26/2026 2nd reading: 3rd reading: PASSED: _________________________ ____________________________ President of Council POSTED: _________________________ ____________________________ Approved ATTEST: _________________________ ____________________________ Clerk of Council Mayor

ORDINANCE NO. 26-9 INTRODUCED BY: Mr. Kos AN ORDINANCE AUTHORIZING THE MAYOR TO ENTER INTO A MULTI- JURISDICTIONAL AGREEMENT FOR THE EASTERN LORAIN COUNTY EMERGENCY RESPONSE TEAM (“ELCERT”) COMPRISED OF THE CITY OF AVON, CITY OF AVON LAKE, CITY OF NORTH RIDGEVILLE, AND WESTSHORE ENFORCEMENT BUREAU (“WEB”). WHEREAS, the City of Avon Lake and the Cities of Avon and North Ridgeville entered into a multi-jurisdictional agreement for the Eastern Lorain County Emergency Response Team (ELCERT) pursuant to Ordinance No. 22-163, which passed on November 28, 2022, to effectively respond to serious criminal occurrences; and WHEREAS, said multi-jurisdictional agreements are authorized pursuant to Ohio Revised Code Sections 737.04 and 1545.131 as well as by previously enacted legislation authorizing mutual aid between law enforcement agencies within Lorain County; and WHEREAS, in order to provide mutual aid consisting of Special Weapons And Tactics (SWAT) services within the respective jurisdictions of the parties, it is the desire of the parties to this agreement to provide for and join in providing for mutual assistance and the interchange of their respective personnel and equipment; and WHEREAS, Council, after reviewing the proposed agreement, finds it necessary and desirable to enter into the multi-jurisdictional agreement between ELCERT comprised of the City of Avon, City of Avon Lake, City of North Ridgeville, and Westshore Enforcement Bureau (“WEB”) to provide for the interchange and use of personnel and equipment of member departments to further the health, safety, and welfare of the citizens of each community. NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF AVON LAKE, STATE OF OHIO: Section No. 1: That Council hereby approves, accepts and authorizes the Mayor, or the Chief of Police as his designee, to enter into the multi-jurisdictional agreement between ELCERT and WEB to provide mutual police aid and assistance through the interchange and use of personnel and equipment of each members’ respective department, a copy of said contract being attached hereto and incorporated herein by reference. Section No. 2: That it is found and determined that all formal actions of Council relating to the adoption of this Ordinance were taken in an open meeting, and that all deliberations of Council and its committees resulting in such actions were conducted in meetings open to the public in compliance with all applicable legal requirements, including Section 121.22 of the Ohio Revised Code.

ORDINANCE NO. 26-9 Page | 2 Section No. 3: That this Ordinance shall be in full force and effect from and after the earliest period allowed by law. 1st reading: 1/26/2026 2nd reading: 3rd reading: PASSED: _________________________ ____________________________ President of Council POSTED: _________________________ ____________________________ Approved ATTEST: _________________________ ____________________________ Clerk of Council Mayor

EXHIBIT A to Ordinance No. 26-9 1 AGREEMENT BETWEEN THE CITIES OF AVON LAKE, AVON, NORTH RIDGEVILLE, THE EASTERN LORAIN COUNTY EMERGENCY RESPONSE TEAM AND THE WESTSHORE ENFORCEMENT BUREAU FOR THE INTERCHANGE OF SWAT SERVICES. This agreement is made and entered into this _____ day of _______________, 2026 (the “effective date) by and between the legislative authorities of the cities of Avon Lake, Avon, North Ridgeville and the Westshore Enforcement Bureau under the authority of section 737.04 of the Ohio Revised Code. In addition, to the extent that the governing bodies of any of those municipal corporations have established or establish known as the Eastern Lorain County Emergency Response Team (ELCERT) under the authority of Chapter 167 of the Revised Code, this agreement is also between WEB and the municipalities named in this agreement. Copies of the authorizing legislation, ordinances or resolutions are attached hereto and expressly incorporated herein. WHEREAS, in order to provide mutual aid consisting of SWAT services within the respective jurisdictions of the parties, it is the desire of the parties to this agreement to provide for and join in providing for mutual assistance and the interchange of their respective personnel and equipment; and WHEREAS, the parties to this agreement desire to provide the additional police protection under such terms as are agreed upon in this agreement; and WHEREAS, each of the representative of the parties to this agreement is authorized to execute this agreement under the proper legislative authority of their respective Councils; NOW, THEREFORE, the parties to this agreement, each in consideration of the mutual promises and obligations in this agreement, agree as follows: 1. Each of the parties agrees to respond to an emergency and provide SWAT unit services within the other party’s municipal corporation, when requested by the Chief of Police, Mayor, Safety Service Director or that other party. The responding party agrees to provide SWAT unit services and police equipment at those times and places requested. The extent of such response by the responding party shall be determined solely by the Chief of Police, Mayor, Safety Service Director or the responding party with the sufficient equipment and personnel consistent with the proper protection of the responding party’s own constituents. 2. When a person is authorized by this agreement calls for assistance, he or she shall describe the specific emergency or activity requiring participation by another party to this agreement. That person shall also give explicit directions to the location where such assistance is required, and shall, whenever possible,

EXHIBIT A to Ordinance No. 26-9 2 dispatch someone to a specific meeting place to escort the persons responding to such call to that destination. 3. A party to this agreement shall not charge for the services provided or cost of equipment provided in this agreement. Each of the parties shall assume the expense and cost of any loss or damage to its own equipment or apparatus that may be incurred while in the other party’s jurisdiction, or while responding to a call in accordance with, or under the terms of, this agreement. 4. As provided in Section 737.04 of the Revised Code, Chapter 2744 of the Revised Code, insofar as it applies to the operations of police departments, shall apply to the parties of this agreement and to the police department members when they are rendering service outside their own subdivisions under this agreement and when they are enroute to rendering service outside their own subdivisions, and when they are enroute from rendering service outside their own subdivisions. 5. As provided in Section 737.04 of the Ohio Revised Code, Police Department members acting outside their subdivisions in which they are employed, when acting under this agreement, shall be entitled to participate in any indemnity fund established by their employer to the same extent as while acting within the employing subdivision. Those members shall be entitled to all the rights and benefits of Chapter 4123 of the Revised Code to the same extent as while performing service within the subdivision. The pension or indemnity fund of the municipal corporation of the requesting party shall not be liable for any benefits of the municipal corporation of the responding party. 6. As is customary in the incident command system, the incident City’s Police Chief, Department Designee, senior officer or officer in charge will retain command and control of the incident and all resources assigned to the incident. The units of and equipment provided by the responding City’s Police Department will remain under the command and control of the responding Police Department, but the responding Police Department shall report to the Incident City’s officer in charge and operate within the Command System. 7. This agreement shall be in full force and effect between the parties from the date inserted above provided however, any one of the parties may terminate itself as a party to this agreement and withdraw from it by providing written notice by its mayor, or his/her designee, to the mayors of the other parties. In that event , this agreement shall terminate 30 days after the written notice is received by the other parties. 8. All notices that may be proper or necessary to be served under this agreement shall be in writing and served by regular mail, postage prepaid to the following

EXHIBIT A to Ordinance No. 26-9 3 addresses or to such address as the parties may hereafter designate to the other for such purposes: West Shore Enforcement Bureau, P.O. Box 40056, Bay Village, Ohio 44140 Eastern Lorain County Emergency Response Team City of Avon Lake, 150 Avon Belden Rd Avon Lake, OH 44012 City of Avon, 36080 Chester Rd Avon, OH 44011 City of North Ridgeville, 7307 Avon Belden Rd North Ridgeville, OH 44039

EXHIBIT A to Ordinance No. 26-9 4 IN WITNESS WHEREOF, each of the respective parties has caused this agreement to be executed by its mayor or its other authorized public official under the ordinance or resolution passed by their respective Councils. CITY OF AVON LAKE ________________________ Mark Spaetzel, Mayor CITY OF AVON ________________________ Bryan K. Jensen, Mayor CITY OF NORTH RIDGEVILLE ________________________ Kevin Corcoran, Mayor WESTSHORE ENFORCEMENT BUREAU ________________________ Matthew Vanyo, Director

RESOLUTION NO. 26-11 INTRODUCED BY: Mr. Smith A RESOLUTION DECLARING COUNCIL’S CESSATION OF COLLECTION OF AN EXISTING 1.5-MILL AD VALOREM PROPERTY TAX LEVY UPON APPROVAL BY THE CITY’S ELECTORS OF PASSAGE OF AN ORDINANCE AMENDING THE CITY’S CODIFIED ORDINANCES TO PROVIDE FOR THE LEVY OF AN ADDITIONAL 0.40% INCOME TAX, FOR FIVE YEARS, COMMENCING JANUARY 1, 2027, AND DECLARING AN EMERGENCY. WHEREAS, on January 26, 2026, this Council unanimously adopted Resolution No. 26-2R authorizing and directing that there be submitted to the electors of the City at an election to be held on May 5, 2026, the question of the approval of the passage of an ordinance amending Sections 886.01, 886.03, 886.04 and 886.06 of the City’s Codified Ordinances to provide for the levy of an additional 0.40% income tax, for five years, commencing January 1, 2027, to provide funds for the purpose of paying costs of (i) maintaining, repairing and improving City streets by constructing, reconstructing, widening, grading, draining, curbing, paving and extending streets and related bridges, and (ii) constructing storm sewers and related drainage improvements, installing traffic signals and signalization, and acquiring vehicles and equipment for City departments and functions, including debt charges on City notes, bonds or other obligations issued for those purposes; and WHEREAS, at present, the City levies an existing 1.5-mill ad valorem property tax levy for the purpose of police, fire, street maintenance and parks and recreation services, which expires in tax year 2029 (collection year 2030); and WHEREAS, upon approval by the electors of the City of the proposed question of the approval of the passage of an ordinance amending the City’s Codified Ordinances to provide for the levy of an additional 0.40% municipal income tax, as described above, Council will cease collection of the existing 1.5-mill ad valorem property tax levy described above, commencing with tax year 2026 (collection year 2027), through and until its expiration in tax year 2029 (collection year 2030); NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF AVON LAKE, STATE OF OHIO, THAT: Section No. 1. Declaration of Cessation of Collection of Property Tax Levy Upon Approval of Additional Income Tax. This Council hereby declares it will cease collection of an existing 1.5-mill ad valorem property tax levy for the purpose of police, fire, street maintenance and parks and recreation services, commencing with tax year 2026 (collection year 2027), through and until its expiration in tax year 2029 (collection year 2030), upon approval by the electors of the City at an election to be held on May 5, 2026, of the question of the approval of the passage of an ordinance amending Sections 886.01, 886.03, 886.04 and 886.06 of the City’s Codified Ordinances to provide for the levy of an additional 0.40% income tax, for five years, commencing January 1, 2027, to provide funds for the purpose of paying costs of (i) maintaining, repairing and improving

RESOLUTION NO. 26-11 2 City streets by constructing, reconstructing, widening, grading, draining, curbing, paving and extending streets and related bridges, and (ii) constructing storm sewers and related drainage improvements, installing traffic signals and signalization, and acquiring vehicles and equipment for City departments and functions, including debt charges on City notes, bonds or other obligations issued for those purposes. Section No. 2. Compliance with Open Meeting Requirements. This Council finds and determines that all formal actions of this Council and any of its committees concerning and relating to the adoption of this Resolution were taken in an open meeting of this Council or its committees, and that all deliberations of this Council and any of its committees that resulted in those formal actions were in meetings open to the public, all in compliance with the law. Section No. 3. Captions and Headings. The captions and headings in this Resolution are solely for convenience of reference and in no way define, limit or describe the scope or intent of any Sections, subsections, paragraphs, subparagraphs or clauses hereof. Reference to a Section means a section of this Resolution unless otherwise indicated. Section No. 4. Declaration of Emergency; Effective Date. This Resolution is hereby declared to be an emergency measure necessary for the immediate preservation of the public peace, health and safety of the City, and for the further reason that this Resolution must be immediately effective in order to formalize and document that Council will cease collection of the existing 1.5- mill ad valorem property tax levy, as described above, upon approval by the electors of the City at an election to be held on May 5, 2026, of the question of the approval of the passage of an ordinance amending the City’s Codified Ordinances to provide for the levy of an additional 0.40% income tax, for five years, commencing January 1, 2027, as described above; wherefore, this Resolution shall be in full force and effect immediately upon its adoption and approval by the Mayor. 1st Reading: 2nd Reading: 3rd Reading: ADOPTED: , 2026 President of Council POSTED: , 2026 APPROVED: , 2026 ATTEST: Clerk of Council Mayor

RESOLUTION NO. 26-11 3 I, Valerie Rosmarin, Clerk of Council of the City of Avon Lake, Ohio, do hereby certify that the foregoing is a true and accurate copy of Resolution No. 26-11 adopted on __________, 2026, by the Avon Lake City Council. Clerk of Council City of Avon Lake, Ohio

RESOLUTION NO. 26-12 INTRODUCED BY: Mr. Kos A RESOLUTION ACCEPTING A GRANT IN THE AMOUNT OF $45,885 FROM COMMUNITY WEST FOUNDATION, IN PARTNERSHIP WITH CLEVELAND CLINIC FAIRVIEW HOSPITAL, FOR THE PURCHASE OF TWO LUCAS MECHANICAL CPR DEVICES FOR THE AVON LAKE FIRE DEPARTMENT AND DECLARING AN EMERGENCY. WHEREAS, the Avon Lake Fire Department provides critical emergency medical services to the residents of the City of Avon Lake; and WHEREAS, Community West Foundation, in partnership with Cleveland Clinic Fairview Hospital, has awarded a grant in the amount of Forty-Five Thousand Eight Hundred Eighty-Five Dollars ($45,885) to the Avon Lake Fire Department; and WHEREAS, the grant funds are designated for the purchase of two LUCAS Mechanical CPR Devices, which provide continuous, high-quality chest compressions during cardiac arrest and enhance patient care and responder safety; and WHEREAS, acceptance of this grant will allow the City to obtain advanced lifesaving equipment without the use of City tax revenues; and WHEREAS, Council finds that acceptance of this grant is in the best interest of the health, safety, and welfare of the residents of Avon Lake. NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF AVON LAKE, STATE OF OHIO: Section No. 1: That Council hereby accepts the grant in the amount of Forty- Five Thousand Eight Hundred Eighty-Five Dollars ($45,885) from Community West Foundation, in partnership with Cleveland Clinic Fairview Hospital, for the purpose of purchasing two LUCAS Mechanical CPR Devices for the Avon Lake Fire Department. Section No. 2: The Mayor and/or the Director of Finance are hereby authorized and directed to execute any documents and take any actions necessary to accept, receive, and administer said grant funds in accordance with the grant requirements. Section No. 3: That it is found and determined that all formal actions of Council relating to the adoption of this Resolution were taken in an open meeting, and that all deliberations of Council and its committees resulting in such actions were conducted in meetings open to the public in compliance with all applicable legal requirements, including Section 121.22 of the Ohio Revised Code.

RESOLUTION NO. 26-12 Page | 2 Section No. 4: This Resolution is hereby declared to be an emergency measure, the emergency being the necessity of accepting funds to purchase live-saving equipment for the Fire Department, thus for the health, safety, and welfare of the public. Therefore, this Resolution shall take effect immediately upon its passage and approval by the Mayor. PASSED: _________________________ ____________________________ President of Council POSTED: _________________________ ____________________________ Approved ATTEST: _________________________ ____________________________ Clerk of Council Mayor